The URL can be used to link to this page

30 N Saratoga Cir addition permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL -ALTERATION RESIDENTIAL MUST CALL BY 4PIM FOR NEXT DAY INSPECTION: 247-S824 PERMIT INFORMATION: PERMIT NO: 17-RAAR-2990 Description: NEW ADDITION ON EXISTING FOUNDATION &ROOF OVERHANG Estimated Value: 7500D Issue Date: 7/14/2017 Expiration Date: 1/10/2018 PROPERTY ADDRESS: Address: 30 N SARATOGA CIR RE Number: 171811 0000 PROPERTY OVMER: Ham: Waterside Properties LLC Address: 1665 San Marco BLVD JACKSONVILLE, FL 32207 GENERAL CONTRACr011t INFORMATION: Name: Add Phone: Ham: Dan Bo, Inc. Address: 2835 NE Kirby AVE#101 PALM BAY, FL 32905 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500.For HVAC work,a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 Date muted: E-mail: building-dept@wab.us City web-site: hftp)Mww.coab.us APPLICATION REVIEW AND TRACKING FORM men review require Property Address: JJ, Depart It d Yes No k tsgj� 7 Applicant: of\ eo I i'Planning &Zonlng�t Tree Adrymn-iMMUr Project: -P-r)( lJoSe- �U)j Ctd Public Works Public Utilities I (�ku U W4 a:k�Z�A -Public Safety Fire Services javiiew.fee $ bept Signature Other Agency Review or Permit Required Review or Receipt 7 Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Amy Corps of Engineers Division of Hotels and Restaurants ICA Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: F(Approved. ElDenied. (Circle one.) Comments:C04J rQc JvX- �-� 710 co� plej-t 44,44�1#5a�d flays o-r- 4*-k ener,)y 4-d v-ft,& C zi. a cipi e v 4vy-p- IsFul "S p-er�i4- PLANNING &ZONING Reviewed by:- 'emojtf- Date: S7-2-7-f7 TREE ADMIN. Second Review: F]Approved as revised. E]DeVn!ed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: E]Approved as revised. E]Denied. Comments: Reviewed by: Date: Revised 05114109 V Eli7 Mor ITY OF ATLANTIC BEACH 800 Seminole Road JUN 2 6 2017 Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5945 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: Received by: Resubmitted: Permit Number: 1-7- 7-!2 q 0 Original Plans Examiner: Project Name: Project Address:,30 _<Aef-f-c,0�,4 4f/,z /%) Contractor: OW Po I�Jc ContactName: i9in Contact Phone 0 12� -: 119 Contact e-maji ;,�E6--J i&,! C� YWW o& Revision/Plan C�Fk ifFm(Z,)Due: S Deticription of Proposed Revision to Existing Permit: - e"At, &A dicr Hj�t �'&7- a�) PLAJS Additional Increase in Building Value: S Additional S.F. W/U Site Plan Revised: Public Approval: By signing below.I(mint ninsint) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor Agent fenninssw ininst sip if imninise m vituatita) Date offix UR Only aj�. NUiFwdby:_ Plan Review Cormuents: Dectarbrientravitriv required Yea- No Trim—Adn'ilf-IsInxtor Plans Examiner Public Works Public Utifilies Public Safety Date WIM6 an,I Fire Services CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 10 FILE COPY FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 5-A-7 Received by: Resubmitted: Permit Number: V7 - R PtPrg,�z9-)o � Original Plans Examiner: Project Narne- ProjectAddress: 30 Contractor: Contact Name Contact Phm—e cfo� — :11-2 --1119 Contact e-mail: r,-i� 01K Revision/Plan Check/Permit Fee (s)Due: $ , _ 5_9,00 Description of Proposed Revision to E iStine Permit: CR Additional Increase in Building Value: AdditionalS.F. Site Plan Revised: P lie W U Approval: By sigri below.I tprint�e)_ <::Q5(,A aff=' that the above revision is prupo a. 77 :97 Sfinatine of tontractor lAgent(c..ft_�m�sign_ifincmm in valmdon) Dat, offi.us.Offly LIS) 1_7 NoUd*A AwRevr W Co t Q.�r e 11ti.0"a lvdr;L La)e ot, re uIried Ye No anning &Zonin Tree Administrator Public Works Public Utilities Da 4,te UW�MM6�.3 Public Safety Fire Services City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date muted; Citywelb-sile: http://�.wab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C1 Department review required Yes I No �9� I Applicant: r\ Planning&Zoning Tree AcImm-MIMHU"r PublicWorks Project: Public Utilities I (�-ku Z Of CL W—f Cuk�Z�� Public Safety Fire Se rvices �Review fee--$-- Dept Signature Other Agency Review or Permit Required Review or R t Date of Permit Ver=p3y Florida Dept.of Environmental Protection Florida Dept of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. r"u' 1an Tm, p'bI APPLICATION STATUS Reviewing Department First Review: [_]Appmved. F<[Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by-,**- oe' Date: TREEADMIN. Second Review: []Approved as revised. 7Denied. PUBLICWORKS Comments: PUBLIC UTILITIES VeI2 9-Ct� i PUBLIC SAFETY Reviewed b�'/� Date: FIRE SERVICES Third Review: gApproved as revised. DDenied. Comments: Reviewed by:Z' Date: CI-2-rZL-7 Revised OW14109 ITY OF ATLANTIC BEACH 800 Seminole Road JUN 2 6 2017 Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5945 REVISION REQUEST SHEET OR CORRECTIONS To REVIEW COMMENT Date- Received by: Resubmitted: Permit Num r: /7-/,?,!Pg—Z:!92 0 erm 0 �i gi fil trial Plan Examiner: Project Name: ect a Project Ad a:, 3o -f�r�4- ra . Contractor: W C- ContactName: --s'i4 .60 Contact Phon 0 Contact e-mail, 5-r,�J jigo (0 YWWOO-cc� Revision/Pt Creckl emiitFee(s)Due: $ Descri tion Pro osed Revision to Existiniz Permit: Z EL 0AJ PLA^IS All C,241 A�O �5�f, ego4vye�k, ditionat I ase in Building Value: $_ Additional S.F._ Site Plan Revi d:— Public W/U Approval: By signing bel .I(Print nnnnn)� affirm that the above revision is inclusive of a proposed changes. Signature of tor/Agent(cnn�i.nnt,iso iri..�in vaiminn) Date Irw U.Only �c Appvved: 114ftled: N.1ir.db1:— Plan Review ornments: Do artment re ulred Yes No ull In lanning n rig Plans Esaminer Tr 11 r liu—bkWolim Public UUM a Public Safety Date Fire Services TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904 247-5800 (F)904 247-5845 PERmrr# ./7-/?,m4-2ft SECTION I-APPLICANT INFORMATION r- Owner(s) F- Legal Authorized Agent- NAMEOTAPPLICANT NAMEOFCOMPANY 1001i -& Air- ADDRESS OF COMPANY 7-035 kte6y ez AW AeLf y Z5 PHONE CELL EMAIL CONTRACTOR CERTIFICATION NUMBER ATUBCH BUSINESS TAX RECEIPT NUMBER SECTION 11-SITE INFORMATION STREET ADDRESS OF PROPERTY �?(q _5*,0.rV(4 &e. A) ffa�addmzhmwtbmn m5igrnira thispuperix (904)247-5V6Wr,,,uea�Wdress. LEGAL DESCRIPTION LOT BLOCK SUBDIVISION REAL ESTATE NUMBER LOT OR PARCEL SIZE: SO Ff AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Tre�es and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL andlor I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently.I affirm that no regulated tunes and no regulated vegetation will be domaged destroyed andlor removed from the abovedercribedor adjacentproperries in conjunction with this pmject. SIGNATURE OF OWNER SIGNATURE OF OWNER Signed and sworn before me on this dayof by State of County of Identification verified: Oath sworn: F- Yes F- No Notary Signature REV TVA-00.12 My Commission expires: BOUNDARYSURVEY 84P,4ro G4 FOUND 112' 7 IRON PIPE C, 04, 0 7 A.A, 7?Qv LOT I F BLOC 4' BUILDING 0.2' #30 AN 12'20'1]7 4 0.11 SEr 112' LOT14 IRON ROD #7893 LOT15 2D cc�!BLOCK 4 BLOCK4 ('V 0. 0.5 TW LOT8 ROD SURVEYNOTES BLOCK4 00, LB#7893 rDNMETFDRTVEGROSSINGINT030'BUILDInG RESTRICnONONNORTHERLYSIDEOFLOT .4' THEREAREFENCESAWTHESOUNDARY Z OF THEPROPERTYAND CROSS INTO THE PROPERTYLINEATRE4R OF PROPERTY. TARGET M. SURVEMGLLC NOT�IDMTHOUT M M�TED� LB#7893 R I CIZ: SERVING FLORIDA Kenneth Osborne MET P"B�.a P�(W) ATM �NETH J OSBORNE = r ,=Wrl4r. hWA.9d�. ,.0 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: -7 Received by: Resubmitted: Permit Number: 1_7 — RAfrg- Z9-IO Original Plans Examiner: Name: Project Address: '30 (Z'&� llZ2 Contractor: J�No� Contact Contact Phone : lfa-� - 'J(-2 --11 Contact e-mail: rJboq �,%�tlo5jcovt Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to EXB* tln P It arermir. ke��,P. � 114 :;Ei2 57�1( 1tc-N&W , S 4 Additional Increase in Building Value: Additional S.F. Site Plan Revised: Public W U Approval: B below.I(tvi.t..�) affirm that the above revision is e of me a t propo S. 1 76 :97 Signatum of(�oraractor lAgent(cmt�ornnntsip ifmmme in vaiu�tion) Offi�UnOnty Dan, App.M: N.tm4A- 1 7 nvi Plan Review Comments: Imant review re uired Yes No -Pra-n—rfing &Zonnn-q-� Tree Administrator Plans Examiner Public Works Public Utilities Public Safety Fire Sewices Date ZONING REVIEW COMMENTS City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves*coab.us Date: 1/25/17 Permit: 17-RAAR-2990 Applicant: Don Bo Inc Review: ist Address: 2035 Kirby Cir, Ste. 101, Palm Bay,FL 32905 Site Address: 30 Saratoga Cir N Phone: (407) 312-7119 RE#: 171811-0000 Email: sgrdbo@yahoo.com Correction Comments 1. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans. 2. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees arie to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning" and at City Hall. Derek W. Reeves Planner dreeves@cciab.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 FILECOPY (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 1.19.2017 A licant: Don Be,Inc. Site Address: 30 Saratoga Circle North Site Address: 2935 Phone: RE#: 1171811-uuuu Email: rdh-rq)—h--eam Homeowner: Watenitte Prnnerties,LLC Co ection Comments: These comments are from I of 4Departments t re r ii ing this application. per-��d the '—et dFaW*ffg&r-xWieWq-�, V'3--S"hn"#-ftqor- plans for thp ad V"4. From the 1014 1213- COU44 and 'A; PJ at fly T-h*N noods to he &n-4he-png&Sl-*�r Desegn C 5. jv� 6. ubmit electrical layout plan for addition. What will the total S' L��s t appear that a '1469 92 gyp Will /8. The detail fQr neA, ation ling on attachi_ atA jh, e**Ht*qg-f0u*da4ion-4Vhat about the Mike Jones k 61 Rf Lit e L� o vi v�e, -2-0 -/ 7 vl�CY Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 2 DO NOT WRITE BELOW- OFFICE USE ONLY C07M..�2 �,UVU GUVP P,esult �cj�rcleone Approved Approved w/ Conditions Review InitialsMate: Development Size Habitable Space -W 5-7-7"5" N�ion-Habitable Impervious area Miscellaneous InformatiO Occupancy Group 9-'3 Type of Construction V Number of Stories / Zoning District Oe 5- 2 Max. Occupancy Load— d Z7one ConditionslComments: Lo rE 1 Ll 8' > Er C) L4 rs 00 T w 0 C4 4 OR R 4; ci - Er FW; 00 m tz T cr ri rs- 00 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH goo Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax (904)247-5845 Job Address: '�0 PermitNumber: R- q-kW-31n Legal Description—31-, Z5- �2C- &L, v�11,o- j,'reeq'#y' J7 1-7 ILL-20 00 PloOr Area lat Sq.R. 5 Itj -�y �;r "'I' � er Valuation of Work$ -7:5�COO Proposed Work heated/coo ed- non-heated/cooted_ Class of Work(circle one): New �ddn (�� Repair Move Demolition pool/spa window/door Use of existing1proposed structure s curcle one): Commurcial 1� Han existing structure,is a tire sprin er system installed9(Circle one): Florida Product Annroval# For multiple pr�udpuupcts use-pr-oduet approval form Describe in detail the type of work to be performed: 6, �� e,- L-Iit4-/ Proverty Unpraer Informa on: Name: �e5 1(-CAddn�ss- PIG S!2=- Me4ar-c` city 'a A�r--50—' —state L�Lap_3-11� ?-Phone E-Mail or Fax#(Optio Contractor Information: Company Name: Quali ent: --�Sta�te�� City zip �onc OUIL��crtification/Registration ArchitectName&Phone# —e- Engineer's Name&Phone# / c� 4 5—ff cm5L-1!�-c Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Appireation is hereby made to obtain apermit to do the work and insialZationsasindi Celt, jm2 has anamsencedprior to the an wo as t ismance a(aparout and that all work will bep dtom. 4a'l wing construction in thisp n. Thispermillbecomes null ed within six(e=e r 0 =a.,Bull.,11.0ent, work is net commenc 6 months,or mart, nor4'kis en eahs,at any time after warkiscommetwed. I..derstand that separatepermie, I I radforEle ** Work,Plumbing, 00 Tanks andAh,Conditioners,ete. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOUINTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y61TIi NOTICE OF COMMIENCEMEENT. es I Allpro" aunno �awla� u d."do: P_ a re's 0�' a M7'0�� 4� a,Ih it Vh jP'C e Pe car" t, a a P I ang ames e a 0 rue an 0 rk w yet nh 8� a b� a Pro t of Siguarme of Own Sg. t=of C, print Name _L ��i Pnot Name Sworn to and subse Sworn to and subscp�W before me ,%�®re me .20 jj this Litt-Day of-:Aam6aei-- �201-1 -Aw Notary Public Revised 01.26.10 EXISTING- NEW WALL WALL FASTEN WOOD TO CMU 4" CONCRETE SLAB W/ WALL w/ SIMPSON LS70 6x6 W1.4xW1.4 WWM SEE GENERAL NOTES 0 24" O.C, VERT. w/ OR FIBERMESH FOR EPDXY SPECIFICATIONS. 30 Lb. ROOFING (2)346"x2Y4" TITEN SCREWS DRILL AND EPDXY #4 x 20" w/ 4" APPLY IN ACCORDANCE WITH PAPER BETWEEN TO CMU & (4)10d TO FRAMING. LEMBEDMENT 0 24" O.C. (MAX) MANUF. PRINTED INSTRUCTIONS CMU & WOOD 113LAB ON FRAMING. )4 X . 19 A A G;RADE, 5 44 13EE PLAN. T/FTG. EL. X 0- ING SLAB x JNDATIO < REM AIN. MATCH Nz`X Its A. EXISTING SLAB EXIST < En m U.1 APOR BARRIER AND FOUNDATIO SEE GEN. NOTES FOR EPDXY 100 TO REMAIN. SPECIFICATIONS. APPLY IN ING \—EXISTING 8" C14 2x— NEW TIMBER CMU WALL. STRICT ACCORDANCE WITH FRAMED WALL MANUF. INSTRUCTIONS. CONT. BOTT. REINF. *ADD (2) #5x3'—O' C14 n ui CTRD DRILL EPDXY (SEE FTG. DETAILS) #3 0 48"o.c OR w/(2) #4 CONT GROUT (6" MIN.) INTO ROD CHAIRS (TYP.) EXISTING FTG. NEW FRAME WALL TO EXISTING CMU WALL 21 < e-'-�j EXTERIOR MONOLITHIC FOOTING NEW SLAB INTERSECTION W/ EXITING E X ISMN G FOOTING CONNECTION DETAIL. w WS ul $—opt 3/,11 11_011 z z �,.�4 SCALE: 3/4" V-0- 1*.�4 SCALE: 3/4" 1 \,,,�4 SCALE: 3/4" =1'—O" SCALE: a 9 -uj 0 Z J . 11:�_ w -m 1 � 6 9t mw cq U01 w- 0 sw# 0 tj OVERFRAMING LEDGER g 0 SEE DETAIL 8/S4 D APA OR TECO RATED SHEATHING FASTENED TO FRAMING PER SHEARWALL TABLE THREADED ROD PER 2x8 SYP#2 SYP#2 ROOF NEW ROOF (BLOCK ALL PANEL EDGES) STRUCTURAL PLAN— JOIST 0 24" O.C. SHEATHING. CUT OVERHANG— 2" MIN. AT THIS AREA ------- HEADER SIZE PER UPLIFTCONNECTOR AND (n 0) STRUCTURAL PLAN (2) 12d TOENAILS (4) 10d AT KING STUD 4. SHEARWALL ATTACHMENT (CUP) METHOD: 0 TO HEADER EA END ------ 0 8d COMMON NAILS 0 ANDEACH PLY EXISTING ROOF 2x10 SYP#2 LEDGER, do 2x8 SYP#2 SYP#2 TRUSS TO REMAIN FASTEN LEDGER TO ROOF ca *w (2) ROWS 0 3* o/c TOP PLATE & SILL PLATE FASTEN ADJACENT KINGS KING STUDS PER PLAN THRU PLYWOOD DECK wl SW 3" o/c EDGES & 4" o/c FIELD 0 11 CEILING JOIST w/ AND JACKS W1 (2) ROWS OF 1 Od 0 8" o.c. 11 DBL. TOP (8) 12d COMMON /_4�#1 Ox33/4" DECK SCREWS Pfik STUDS PER TOP PLATE SPLICE JACKS PER PLAN PLATE WIRE NAILS EA. END INTO w 1" DIA. WASHERS AT EACH PLAN 0 RAFTERS. (TYPICAL) EXISTING CMU ROOF SHEATHING. EXISTING RAFTER INTERSECTION. SWI & SW2 SHEARWALLS REQUIRE MIN 48" OVERLAPS 11 WALL W/ MIN (24) 0.13lx3- NAILS 0 TOP PLATE SPLICES 1 ROW 10d COMMON OR (2) MSTA24 W1 (9) 10d END, CENTERED ON EACH NAILS 0 3" OC VERFRAME RAFTERS, SPLICE SEE PLAN OR SCHEUDLE. NEW FRAMING WALL SIMPSON H2.5A w/ 8-8d 1/2- ANCHORS 0 COMMON NAILS FROM 48" FOR OPENINGS 1ST FLOOR 1/2' THREADED R&S OVER 6'-0" RAFTER TO LEDGER EXISTING ROOF TO REMAIN V) r7 LEDGER/OVERFRAMING RAFTER r6 WALL _j r5 SHEARWALL FRAMING DETAIL TYPICAL OPENING DETAIL NEW ROOF & CEILING SECTION 1�.�4 SCALE )�"=V—O" \,,,2�4 SCALE: 3/4" 1'-0" DETAIL 0 ry FASTEN 2x8 P.T. SYP#2 WINDOW/DOOR BUCK TO 8" NEW 2X_ ENCLOSED MU wl 1/4"Ox2-3/4" TAPCONS FRAMING WALL 0 24"o.c INSTALL 3 MIN. EXISTING CMU EACH SIDE. EXISTING CMU WALL WALL� f6 4 44 L4 T < 8x16 CONC. % f 16 BEAM w/ 2—#5 < 0 TOP AND BOTTOM t: 4 AND #3 CLOSED TIES @ 8" 0.C. :7 EXISTING CMU < < WALL Lij 'fill 0 m OPENING Ts 14 < C) < Kt. < z J I cf) < Li _j 1—#5 DOWEL (30" LG) DRILL & EPDXY TO < EXISTING FOUNDATION DPAWN BY (MIN. 6" EMBED) 1 1 5 1OWEL (30" LG) AO8 # FASTEN 2x8 P.T. SYP#2 DATE DRILL & EPDXY TO WINDOW/DOOR BUCK TO 8" NEW REINF.—/ 11/28/16 EXISTING FOUNDATION' CELL (MIN. 6" EMBED) MU W/ 1/4"OX2-Y4" TAPCONS SCAU 0 24"o.c INSTALL 3 MIN. AS NOTED EACH SIDE. E D BY DVL NEW REINFORCING CELLS AT EXISTING MASONRY WALL & CLOSED OPENNINGS JOB NO, �4 SCALE X2"=1'—O" 161128 SHM7 No. S40F 4 0 7 S4 z Li Sw INOTE: LVL 2.OE MIN UNOI 717 77 7 7 7771777-3 HEADER BEAM CALL-OUT LEGEND (3) ROWS 16d 0 0 (2) ROWS 16d 0 12* o/c EA SIDE 0 2x8 SYP#2 CEILING JOIST ALIGN w/ ROOF RAFTERS 12* o/c EA SIDE z LLI 1(2) 2x6 -1/2 eil 11 If (2 N U:MBER OF PLIES IN HEADER 0- 0 7/2T N8 -1, '2 2x6 SIZE OF HEADER MATERIAL z (2) 241 -1/2 F) L) (2 2x8 tx6 -1, 1 NO. OF JACK STUDS EA SIDE OPENING V) -i 2 NO. OF KING STUDS EA SIDE OPENING 2-PLY BEAM 3-PLY BEAM 5 (2) ROWS 1/43-1/2- SOS SREWS 0 12" o/c N 0) Lo Sw EA SIDE LLJ LEGEND .4: 19 1 11 11 SHEARWALL SEGMENT 4-PLY BEAM S4 BUILT-UP BEAM DETAIL THREADED ROD )/2"0 USED LINO. ZO Lu w z . 0 z W X1 C C. w W W X_ P W x 2 1-1/2 _j , to C" 0 0 C. 0 6" C B 1. THREADED RODS SHALL BE WITHIN 3" OF BUILDING 0 CORNER AND LOCATED ON LAPPED PLATE SIDE ONLY. g EL BUILT-UP COLUMN NOTES E 9 M S A :4 LL 0 E N S 1. TYPICA'CONNECTION FOR CRI EAIZ) I ING WALL HEIGHTS FOR: STUD COLOMNS, JACK TO cs4 HOUSE 130 MPH (Vult), ENCLOSED KING STUD'ASSEMBLIES, & 0 2x4MEMBERS: BRITTLE FINISHES L/240 CORNER PASTS. (1) ROW OF 10d STUD SPACING GRADE / SPECIES MAX HEIGHT 0 NAILS 0 6" O.C. 2. CONNECWN REQUIRED STAGGERED 2x4 16" o.c. #2 SPF 1 /8" FOR EVERY PLY IN ADD11ION 2x4 12" o.c. #2 SPF 10'-1 1/8" TO 2-PLYS. 0 2x6 MEMBERS 13'-7 1/8" (1) ROW OF 10d C, cy. 2x6 16" o.c. #2 SPF 2x6 16" o.c. #2 SYP 14'-7 1/8" 0 NAILS 0 4" O.C. 2x8 16" o.c. #2 SYP 20'-7" STAGGERED 200 16" o.c. #2 SYP 23'-0" 0 2xg MEMBERS: >; FLEXIBLE FINISHES L/120 (1) ROW OF 10d NAILS 0 3" O.C. 0 STRUCTURAL PLAN NOTES; STUD SPACING GRADE / SPECIES MAX HEIGHT STAGGERED STRUCTURAL FLOOR PLAN 2x4 16" o.c. #2 SPF 10'-1 1/8" PRO THREADED ROD UPLIFT SYSTEM 1/4 19=1 I-011 2x4 12" o.c. #2 SPF 11'-1 1/8" fill$ % LL_ 2x6 16" o.c. #2 SPF 16'-1 1/8" 20 SYP2 OR 2x6 SYP2 1. USE X- DIA THREADED ROD EPDXIED 7" MINIMUM. 2x6 16" o.c. #2 SYP 17'-7 1/8" THREADED ROD SHALL BE A36 STEEL W/ MINIMUM 240/16" 2x8 16" o.c. #2 SYP 23'-1 1/8" WASHER & NUT AT TOP PLATE. THREADED RODS SHALL BE 20 0 16" o.c. #2 SYP 26'-1 1/8- BUILT-UP COLUMN DETAIL INSTALLED AT THE FOLLOWING LOCATIONS: A. 8" ADJACENT TO EACH CORNER B. 12" EACH SIDE OF WALL OPENINGS C. BEARING WALLS AS SHOWN 2. SHEARWALLS. APA RATED 3(s" MINIMUM STRUCTURAL PANELS INSTALLED W/ 8d NAILS 0 8' o/c FIELD & 6" o/c z EDGES. < 3. SHEARWALL HOLD-DOWNS 0 a. )j" THREADED RODS MAY BE USED IN LIEU OF STRAPS z z AT SHEARWALLS CORNERS. :2 < < IMPORTAN EXISTING STRUCTURE NOTES: LL_ w 0 1. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. 7 00 S4 2. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, 0 of TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY _j TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. LL_ _j 2x10 SYP#2 RAFTERS 0 24" < 3. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE _j z RESPONSIBILITY OF THE CONTRACTOR. < 0� 0 4. NOTIFY ENGINEER ANY DISCREPANCIES BETWEEN 6ONSTRUCTION DOCUMENTS AND :D 17- FIELD CONDITIONS z iff f LLi > Z F_ 0 ir r7" < 0 IV /I A Q:� 0 EXIS-17ING Z _j HOUSE 0 < < C-D Ld C) 120 CONVENTIONAL FRAMING NOTES l-_ < < C) 1. ALL MATERIAL TO BE #2 SYP UNO. Q� I-_ < z V) < 2. ALL RAFTERS 2x1O#2 SYP 0 24" o.c., UNO. FASTEN I w/(l)H2.5A TO PLATE LINO. CONVENTIONAL ROOF PLAN 0 3. (4) 0.1310" TOENAILS RAFTER TO PLATE. 1/4 10=1 0-0 z DRAWN BY 4. ROOF SHEATHING SHALL BE 7/16- RATED PLYWOOD AOB SHEATHING MIN. USE 8d NAILS 0 4" o.c. EDGES & 6" o.c. — FIELD. GABLE ENDS SHALL BE 4* o.c. W/ 8d NAILS UNO. DATE 02 28/17 SCALE AS NOTED DMGMM BY DVL JOB 0. 161128 SHEEr No. s 3 OF o C) n m 0 (n (n z z w w EXISTING SHINGLE 0 0 w w 0- 0 z z )v' 11� 11 V) -j -j 5 5 M mi I P.H. 8'-0" NEW ASPHALT SHINGLE TO MATCH EXISTING z cc w 0 W, W W Z . 0 6z U- Z Zj - p W ca ui j 6 W cwr cc w 0 NEW SIDING 80j — 0 < x 70 MATCH -3 e) § a OU Sre � NEW SIDING EXISTING 0 < -j U. TO MATCH U- 0 < (0 wl EXISTING REAR VIEW — 0)) cro 3/8 LU 0 .0 CO r Ir ZZ ::3 H. 8'-0" I L NEW SIDING z TO MATCH w/ EXISTING 0 L EXISTING CMU WALL RIGHT VIEW U-1 SEE ARCH. FOR FINISH 3 ) - 0)) NEW EXISTING r P.H. 8 —0" F < 0 0 -j < C) M NEW SIDING < TO MATCH Q� w/ EXISTING < Z Ln Li I k 0 < MWN BY AOB DATE 02/28/17 LEFT MEW EXISTING CMU WALL SME SEE ARCH. FOR FINISH AS NOTED 3 DEMNED BY /8 DVL JOB NO. 161128 SHEET No. S5 OF 5 CITY OF ATLANTIC BEACH RESIDENTIAL COVER SHEET 1.0 GENERAL NOTES Z STRUCTURAL ENGINEERING ADDITION 0 A. It Is the Intent of the Engineer of Record that his work be In conformance with all requirements of the authorities having jurisdiction over this type ofconstruction F= and occupancy. All contractors are responsible for the means and methods of constructing and shall do their work In conformance with oil applicoblecodes and a. cr_ regulations. 0 B. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. V) C. Contractor shall supply, locate, and build Into the work all Inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, and pitches as maybe required to attach and accommodate other work. D. These documents, as Instruments of service, ore the property of the Engineer of Record and may not be used or reproduced without expressed written consent by the Engineer of Record. 't Lo E. All details shall be in accordance with Instructions from manufacturer or designer. LLJ DESIGN SPECIFICATIONS STRUCTURE HEIGHT & NO. OF STORIES F. The owner shall provide contractor with a soil Investigation report and analysis. All requirements for site preparation and soil compaction specified In the soil report L shall be followed unless additional more stringent requirements are specified. Notify Engineer of Record If foundation conditions encountered differ from soil exploration • DESIGN CODES: MAXIMUM HEIGHT OF STRUCTURE (FT) 15. 0 information made available to the contractor. i 2014 FLORIDA BUILDING CODE (FBC) - RESIDENTIAL, ASCE 7-10, 2005 G. It is the contractor's sole responsibility to determine erection procedure and sequence to ensure the safety of the building and its component parts during erection. NDS, ACI, ATIC, AWPA, APA, ICC 600-08 H. Contractors shall be responsible for all temporary bracing that Is required during construction to keep structure safe and plumb unlil the entire structure Is In place. NUMBER OF STORIES Bracing shown on structural plans Is for completed structure only. Z • OCCUPANCY: RESIDENTIAL GROUP R-3 (ON I E- AND TWO-FAMILY DWELLINGS) 1. Design Is void after one year from original date. 05 9 J. Do not scale. Use dimensions from architectural plan. W 02 Z r 0 Z K. Submittals for this project are reviewed only for general conformance with the design concept and general compliance with the info�mation given in the Contract R 2 0 .J U. • DESIGN LOADS: Documents. It shall not include review of quantities, dimensions, weights or gouges. fabrication processes, construction methods, coordi0otion ofthe work with other Z _J W trades. or construction safety precautions, all of which are the sole responsibility of the Contractor. Review of a specific Item shall nof Indicate acceptance of an MW UJ ROOF TRUSS assembly of which the Item is a component. The Engineer shall not be responsible for any deviations from the Contract Documents no�k clearly noted by the Contractor. 0) U 0 0 0 < LL 20 PSF TOP CHORD 2.0 MATERIAL SPECIFICATIONS LL 0 PSF BOTTOM CHORD TYPE OF CONSTRL�CTION CAST-IN-PLACE CONCRETE: shall have a minimum design compressive strength (fc) of 2500 psi at 28 days unless noted otherwise. Al footings shall have a minimurn 05 < 46 _J design compressive strength of 2500 psi at 28 days. All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing U. 0 and placing, curing, and testing shall be done in accordance with the requirements and application of ACI 301-05, ' Specifications for' gs.. -Itructural Concrete for Buildin DL 7 PSF TOP CHORD TYPE V-B CONCRETE MASONRY UNITS: shall be hollow unit masonry in accordance with ASTM C 90-08 *Hollow Load-Bearing Concrete Masonry U ". and shall have a minimum net DL 5 PSF BOTTOM CHORD area compressive strength of 2000 psi when using Type M or S mortar (ASTM C 270-08). In accordance with ACI 530-08 "Building C4de Requirements and Specification ROOF CONVENTIONAL FRAMING- * UNPROTECTED for Masonry Structures . the 2000 psi block In combination with Type M or S mortar provides a design compressive strength (fm) of ' psi. LL 20 PSF RAFTERS GROUT. shall be in accordance with ASTM C 476-08 and shall have a maximum coarse aggregate size of 3/8* placed at an 8" to 11�110ump and have a minimum LL 20 PSF CEILING JOISTS e UNSPRINKLERED specified compressive strength of 2500 psi at 28 days when tested in accordance with ASTM C 1019-09. 15 (*Manual REINFORCING STEEL: shall be in accordance with ASTM A615-08 minimum Grade 40, and conforming to ACI 301-05, ACI 3 f Concrete Practice*), ACI 318-08 C,P's %� .. po % (*Building Code Requirements for Structural Concrete*), and CRSI Manual of Standard Practice. 2009. DL 10 PSF RAFTERS STRUCTURAL STEEL: ASTM A36-08 and conform to AISC "Specifications for Design, Fabrication, and Erection of Structural Steel for Bull�ings*. DL 10 PSF CEILING JOISTS STRUCTURAL PIPE AND STRUCTURAL TUBING: shall be ASTM A500-07 (Grade 8). 0 WELDED WIRE FABRIC (WWF): shall be ASTM A185-07. DL 30 PSF ATTICS WITH STORAGE ANCHOR BOLTS AND THREADED RODS: shall be in accordance with ASTM A 307-07 or ASTM F 1554-07 Grade 36. 0 4R I- -09 Grade 36. DL 10 PSF ATTICS W/O STORAGE WASHERS: shall be In accordance with ASTM F 436 NUTS: shall be in accordance with ASTM A 563 Grade A Hex. CO FLOORS ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY): 60,060. LL 40 PSF TOP CHORD Simpson Strong-Tie Co., Product: Epoxy-Tle SET P LL_ LL 0 PSF BOTTOM CHORD Simpson Strong-Tie Co., Product: Acryllc-Tie AT METAL CONNECTORS: All metal connectors which are exposed to moisture shall be galvanized (ASTM A 153-05), Z-MAX, or stainless st lei. DL 10 PSF TOP CHORD 2.23 WOOD DL 5 PSF BOTTOM CHORD A. All wood members exposed to weather or In contact with masonry, concrete, or soil shall be pressure-treated. B. All framing anchors and connectors shall be Simpson or equal. C. All prefabricated structural trusses shall be certified by the truss manufacturers registered engineer. FLOOD ZONE: X 2.2324 FASTENINGS All framing anchors and connectors shall be manufactured by Simpson or equal unless otherwise noted. All metal connections and fobrl�tlons shall comply with AISC specifications. "all fasteners shall be common nails UNO. 2.2307.1 SILLS ON CONCRETE 0 Wbere sills on concrete are used, typical anchor bolts shall hove a minimum diameter of 1/2* w/ 3x3x3/16 minimum washer and a minitrurn embedment of 7* in concrete. LIJ Anchor bolts are required at the following locations: A minimum of (1) anchor bolt shall be provided within 6 to 12 inches of each end of each plate and a minimum of (2) anchor bolts per plate. Anchor bolts shall be located within 12" of corners and openings & at maximum spacings of 24' oc. 0 2.2307.6 SUBFLOORS Z WIND ZONE INFORMATION COMPONENTS & CLADDING PRESSURES Where subflooring is Indicated in these plans use 3/4* T&G plywood glued with a construction adhesive and fastened per FBC - Residential Chapter 5. 1 3.0 CONSTRUCTION SPECIFICATIONS < 3.18 FOOTINGS AND FOUNDATIONS A. Footings and Foundations shall be in accordance with FBC - Residential Chapter 4. This design has been completed In accordance with pertinent standards and LIJ accepted engineering design procedures, and Is based on the best available Information at the time of completion. The design is intended to minimize differential Z NOTE: THIS STRUCTURE HAS BEEN DESIGNED ffV-9-C-CORDANCE NTH, movement resulting from the heaving of expansive soils or settling of subsurface soils. It must be recognized that foundation components will undergo movement. Any AND MEETS THE REQUIREMENTS OF SECTION 1609 OF THE 2010 subsequent owners shall be appraised of the soil condition and advised to maintain good practices In the future with regard to surface and subsurface drainage, framing EDITION OF THE FLORIDA BUILDING CODE of partitions above floor slabs, finish work above floor slabs, etc. WIND ZONE INFORMATION FBC 2014 B. Footings shall bear upon undisturbed soil or upon soil compacted to a minimum of 95X of Modified Proctor Maximum Dry Density for a depth of at least (2) feet below footing. 0 THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION COMPONENTS & CLADDING PRESSURES C. Fill under concrete slabs shall be clean, free of debris and other deleterious materials. Fill shall be compacted to a minimum of 95K of Modified Proctor Maximum (PSF) Dry Density (ASTM D1557-07). LJJ D. Fill shall be treated with termite protection before slab is placed or Borate applied to wood framing above slob. LLJ SIZE INTERIOR ZONES END ZONES E. A concrete slob-on-grade used in conjunction with the exterior sterriwall foundation, shall have minimum 6x6 W1.4xW1.4 welded wire bric (WWF) or fiber reinforcement + + In the slab and the slab shall be keyed Into or tied Into the foundation. 0 • BUILDING: ENCLOSED STRUCTURE F. The top of a monolithic slob-on-grade shall be at least 8 Inches above finished grade. The slab shall have minimum 6x6 W1.4xW1.4*WWF at mid-height or synthetic 0-20 sf 17.4 19.0 17.4 22.8 fiber reinforcement. A double layer of WWF 3 feet wide shall be provided around the perimeter of the slob for no synthetic fiber reinfor G. Vapor barrier shall consist of minimum 6 mil. polyethylene. C%emrent* • ULTIMATE DESIGN WIND SPEED (MPH Vult) 130 21-50 sf 16.3 17.9 16.3 20.6 H. Where subsurface soil condition Information Is not available, foundations have been designed for a 2000 psf soil bearing capacity. 0 actor shall report any differing 51-1 00sf 15.5 17.0 15.5 19.0 conditions to the Engineer of Record prior to commencing work. > * NOMINAL DESIGN WIND SPEED (MPH Vasd) 101 3.19 CONCRETE 0 > 100 sf 13.6 15.1 13.6 15.1 1 A. Concrete and Steel Reinforcement shall be in accordance with MC-Building Chapter 19. c) • BUILDING RISK CATEGORY Minimum concrete cover shall be as follows: Concrete cost against and permanently exposed to earth 3* • WIND EXPOSURE CATEGORY B Concrete exposed to earth or weather: #6 - #18 bars 2", #5 bars or smaller 11/2* Concrete not exposed to weather or earth: primary reinforcement for beams and columns 1 1/2' DIMENSION OF END ZONE IN FT. 4.0 B. All continuous reinforcing steel in beams, columns, and footings shall be lopped a minimum of 36 bar diameters or 25', whichever I reater. • INTERNAL PRESSURE COEFFICIENT GCPi 0. 1 8- END ZONE IS LOCATED AT 13UILDING CORNERS C. Horizontal beam and footing bars shall be bent 25" around comers or corner bars with a minimum 25" lop (UNO). 9 3.21 MASONRY 1. Masonry construction shall be in accordance with FBC-Bullding Chapter 21 and in accordance with the Specifications for Masonry Structures ACI 530.1-08. ACI limits the grout lift height to 12 ft and requires a 1-hour initial set time between lifts. 2. For masonry construction, provide pre-cost concrete lintels over all openings (UNO). Lintels shall be of sufficient size and reinforcelent for the given span loading conditions. 3.2308 VERTICAL FRAMING WOOD Use 2x studs for all exterior and Interior walls U.N.O. in these plans. Space studs 0 16' o.c. at all exterior, interior bearing walls, interIor shear walls, and 0 16* o.c. at all Interior non-bearing walls. Use SPF #2 (or better) top plates and PT SPF #2 (or better) sill plates. < Wall sheathing shall be min 7/16" APA rated sheathing. 0 3.2308.2.2.1 INTERIOR SHEARWALL SHEATHING < ry GENERAL- 0 EDGE NAILING is required at the bottom and side edges of the sheathing. Z _J RATED SHEATHING: Z LL_ Where interior shearwall indicated, underlay with 7/16* Rated Sheathing fastened with 8d nails. Unless noted as above, space nails 9 6" o.c. edges, and 12' o.c. 0 Intermediate. 3.2319 ROOF AND CEILING FRAMING 0 t 1. Roof and Ceiling Framing shall be in accordance with FBC - Residential Chapter 8. Prefabricated structural trusses shall comply with NFPA National Design < Specifications for Wood Construction, TPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC. All prefabricated woo4 trusses shall be fastened to LLJ their supporting walls or beams with hurTicone ties or anchors. 0 2. Contractor shall coordinate with truss manufacturer to ensure adequate bearing Is provided at end reactions of all girder trusses. J AIN 1 2 2017 3. The contractor shall approve fabrication and Installation drawings showing size, shape, and layout. < < 3.2322 ROOF SHEATHING Use 7/16' (specific grovity>0.49 (Douglas-Fir, Southern Pine)) Rated Structural Sheathing (or 4-ply 15/32' CDX Tile Roofs) with fasten%g schedule as follows: < Z Use 8d ringshank nails 0 6" o.c. edges and 12" o.c. field Interior zone; uno. V) < Use 8d ringshank nails 0 6" o.c. edges and 6" o.c. field perimeter zone within 4 feet of roof edges & either side roof peak; _J Use 8d ringshank nails 0 4" o.c. edges and 4" o.c. field at gable ends. 0 F_ Z to < 3.2313.4 GABLE ENDWALLS Provide platform framing in attic or balloon frame wall studs at all gable ends. DIRAWN BY AOB DAM 11 28/16 SCALE AS NOTED DESIGNED BY DVL JOB NO. 161128 SHEET No. 1 OF 4 AREA TO BE DEMOLISHED z 0 I= -------------------------------------------------------- ------------------------------------------------------------------------------------------- uj C4 10 q- u) 1z' w ui Z 0 z Z W ca W rw :1 Lu 0 8 j ��u 0 (3 -10 j a m co W _re � 9 < U. 0 EXISTING HOUSE ZI: Cob (b 0 Rol%%'% _j 111111111sts a U- MOLITI N PLAN X z z 0 z Es14 0 IMPORTANT EXI NG STRUCTURE NOTESs I 1. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. 2. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, z TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHERMEASURES NECESSARY < TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. 71 3. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE C) RESPONSIBILITY OF THE CqNTRACTOR. 4. NOTIFY ENGINEER ANY PISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND I FIELD CONDITIONS 0 S4 :2 2 S4 - IV /111 11A � Vol/ 1l1Am11v1vw .MR. ly NEW FOOTING NEW FOOTING TO EXISTING TO EXISTING CONNECTION,j CONNECTION, r/z EXISTING SEE 3/S4 SEE 3/S4 HOUSE M < C) .......... W Q� .......... 0 0 z I LL_ FOUNDATION PLAN LD FOUNDATION PLAN NOTES Y < 4 Lu 0 m 1. REFER TO SHEET S4 FOR FOUNDATION SECTIONS AND I__ DETAILS. < c) Of F_ 2. 4" CONCRETE SLAB W/ 6x6 W1.4xW1.4 WWM OR FIBERMESH < Z OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL < TERMITE TREATED. _j 0 I-_ 3. 1/2" x 10" ANCHOR BOLT w/ 2x2x3/16* PLATE WASHERS Z to < AT THE FOLLOWING LOCATIONS: DRAWN BY A. 8" ADJACENT TO EACH CORNER AOB B. 12" EACH SIDE OF WALL OPENING C. 48m IN FIELD. DATE D. NOTE THAT WASHERS ARE NOT REQUIRED AT THREADED 11/28/16 ROD LOCATIONS. SC14E 4. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IMMEDIATELY AS NOTED IN WRITING IF DISCREPANCIES FOUND BETWEEN FIELD CONDITIONS AND ENGINEERING PLAN. DESIGNED BY DVL JOB NO, 161128 SHEET No. S20F 4 LLI I- 7 S4 Sw NOTE: LVL 2. 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7-77 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7-7 7 7-7 1/ .7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 777 1/ 1 HEADER BEAM CALL-OUT LEGEND (2) ROWS 16d 0 (3) ROWS 16d 0 2x8 SYP#2 CEILING JOIST ALIGN wl ROOF RAFTERS 12- o/c EA SIDE 12" o/c EA SIDE 1 1(2) 2x6 -1/2 rm z lie I --- 0 (2) NUMBER OF PLIES IN HEADER a. (2) 2xil -1/2 1 ZX8 F2) . T7 2x6 SIZE OF HEADER MATERIAL K) 1 NO. OF JACK STUDS EA SIDE OPENING V) 2 NO. OF KING STUDS EA SIDE OPENING Lu 2-PLY BEAM 3-PLY BEAM a (2) ROWS 1/43-1/2' c, SDS SREWS 0 12* O/c 04 n u,) Sw EA SIDE uj LEGEND 9 SHEARWALL SEGMENT 4-PLY BEAM S4 BUILT-UP BEAM DETAL 'is THREADED ROD Y2"O USED UNO. z THREADED ROD NOTE* z W X_ W x P 2 1 C 1-1 2 4 ILI 0 6" C 1. THREADED RODS SHALL BE WITHIN 3" OF BUILDING M -0 F CORNER AND LOCATED ON LAPPED PLATE SIDE ONLY. 0 -1 0 j a< I ,E ' g2 -8 < BUILT-UP COLUMN NOTES 1, --kt-"v- 0 L L A[ 4 IS 1. TYPICAL CONNECTION FOR o , I % EXISTIN '3 C;4 % 6 WALL HEIGHTS FOR: STUD COLUMNS, JACK TO HOUSE 130 MPH (Vult), ENCLOSED KING STUD ASSEMBLIES, & 0 2x4 MEMBERS: BRITTLE FINISHES L/240 CORNER POSTS. (1) ROW OF 1 Od STUD SPACING GRADE / SPECIES MAX HEIGHT 0 NAILS 0 6" O.C. 2x4 16" O.C. #2 SPF 8" 2. CONNECTION REQUIRED STAGGERED 2x4 12" o.c. #2 SPF FOR EVERY PLY IN ADDITION 10'-1 1/8" TO 2-PLYS. 0 2x6 MEMBERS; "�cxs * . 2x6 16" o.c. #2 SPF 13'-7 1/8- (1) ROW OF 1 Od 2x6 16" O.C. #2 SYP 14'-7 1/8" 0 NAILS 0 4" O.C. . ; al;�_) 2x8 16" O.C. #2 SYP 20*-7" STAGGERED 200 16" O.C. #2 SYP 23'-0" 0 zft ul m k 2x8 MEMBERS: 0 FLEXIBLE FINISHES L/120 0 (1) ROW OF 1 Od 0 .404 STRUCTURAL PLAN NOTES, STUD SPACING GRADE / SPECIES MAX HEIGHT NAILS 0 3" O.C. AT STRUCTURAL FLOOR PLAN 2x4 16" o.c. #2 SPF 10'-1 1/8- 1 0 STAGGERED co *.. -0 THREADED ROD UPLIFT SYSTEM 1/4 sf=l 9-of# 2x4 12" o.c. #2 SPF 11'--1 1/8* p 0.0*f: 1. USE X- DIA THREADED ROD EPDXIED 7" MINIMUM. 2x6 16" o.c. #2 SPF 16-1 1/8- 2x4 SYP2 OR 2x6 SYP2 THREADED ROD SHALL BE A36 STEEL W/ MINIMUM 2x2x3/16" 2x6 16" O.C. #2 SYP 17'-7 1/8- WASHER & NUT AT TOP PLATE. THREADED RODS SHALL BE 2x8 16" O.C. #2 SYP 23'-1 1/8- INSTALLED AT THE FOLLOWING LOCATIONS: 2xl 0 16" o.c. #2 SYP 26--1 1/8" BUILT-UP COLUMN DETAIL A. 8" ADJACENT TO EACH CORNER B. 12" EACH SIDE OF WALL OPENINGS C. BEARING WALLS AS SHOWN 2. SHEARWALLS. APA RATED 31 " MINIMUM STRUCTURAL C) PANELS INSTALLED W/ 8d NAILS 0 8" o/c FIELD & 6" o/c z EDGES. < 3. SHEARWALL HOLD-DOWNS CD o. V THREADED RODS MAY BE USED IN LIEU OF STRAPS Z V) AT SHEARWALLS CORNERS. z < < cr_ I I IMPORTANT EXISTING STRUCTURE NOTES: 1. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. 0 7 0 0 S4 2. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, 0 ct� TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY I 2x8 SYP#2 RAFTERS 0 24" TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. LL_ 3. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE _j < RESPONSIBILITY OF THE CONTRACTOR. < z C) 4. NOTIFY ENGINEER ANY DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS z uj > r z y 0 7=� I A, < A A x C) 0 ry EXISTING z 0 HOUSE LL_ C) < LLJ 0 M CONVENTIONAL FRAMING NOTES < c) 1. ALL MATERIAL TO BE #2 SYP UNO. ctf I-- < z 2. ALL RAFTERS 2x8#2 SYP 0 24" o.c., UNO. FASTEN cn < w/(l)H2.5A TO PLATE UNO. CONVENTIONAL ROOF PLAN 0 F- 3. (4) 0.1310" TOENAILS RAFTER TO PLATE. 1/4 11=10-011 n < 4. ROOF SHEATHING SHALL BE 7/16" RATED PLYWOOD DRAWN BY SHEATHING MIN. USE 8d NAILS 0 4" o.c. EDGES & 6" o.c. AOB FIELD. GABLE ENDS SHALL BE 4" o.c. W/ 8d NAILS UNO. DATE 11 28/16 SCALE AS NOTED DESIGNED BY DVL i NO. 161128 SHEET No. S3 OF 4 0 wIM o Z 0 CITY OF ATLANTIC BEACH RESIDENTIAL COVER SHEET Z a. 1.0 GENERAL NOTES 0 W STRUCTURAL ENGINEERING ADDITION A. It is the Intent of the Engineer of Record that his work be In conformance with all requirements of the authorities having jurisdiction over this type of construction F_ a ond occupancy. All contractors are responsible for the means and methods of constructing and shall do their work in conformance with all applicable codes and 0- 0 2 Z regulations. 0 a 8. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. V) _J C. Contractor shall supply. locate, and build Into the work all Inserts. anchors, angles, plates, openings, sleeves, hangers, slab depressioris, and pitches as maybe required to attach and accommodate other work. D. These documents, as instruments of service, ore the property of the Engineer of Record and may not be used or reproduced without expressed written consent by the Engineer of Record. ; < C4 to E. All details shall be in accordance with instructions from manufacturer or designer. Ld DESIGN SPECIFICATIONS STRUCTURE HEIGHT & NO. OF STORIES F. The owner shall provide contractor with a soil Investigation report and analysis. All requirements for site preparation and soil compo4'tion specified In the soil report shall be followed unless additional more stringent requirements are specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration • DESIGN CODES: 0 MAXIMUM HEIGHT OF STRUCTURE (FT) 15. 0 Information made available to the contractor. 2014 FLORIDA BUILDING CODE (FBC) EXISTING (ALTERATION LEVEL 11) G. It Is the contractor's sole responsibility to determine erection procedure and sequence to ensure the safety of the building and its c6mponent parts during erection. RESIDENTIAL ASCE 7-110, 2-0-0-5 ND_S_ ACI, ATIC, AWPA, APA, ICC 600-08 H. Contractors shall be responsible for oil temporary bracing that Is required during construction to keep structure safe and plumb until the entire structure Is In place. 0 NUMBER OF STORIES Bracing shown on structural plans Is for completed structure only. Z 8 uj 1. Design Is void after one year from original date. UJ •=OCCUPANCY: RESID:ENTIAL GROUP R-3 (ONE- AND TWO-FAMILY DWELLINGS) J. Do not scale. Use dimensions from architectural plan. W to Z 0 Z K. Submittals for this project are reviewed only for general conformance with the design concept and general compliance with the inforrriation given in the Contract 0 _5 8 0 • DESIGN LOADS: Documents. It shall not Include review of quantities, dimensions, weights or gouges, fabrication processes, construction methods, coordination of thework with other Z 1�g F:I- W M Lu _J 6 0: g trades, or construction safety precautions, all of which are the sole responsibility of the Contractor. Review of a specific item shall not Indicate acceptance of an LLI _3 to W 0: assembly of which the Item Is a component. The Engineer shall not be responsible for any deviations from the Contract Documents not clearly noted by the Contractor. 1: C4 L) 0 ROOF TRUSS 0 < X LL 20 PSF TOP CHORD 2.0 MATERIAL SPECIFICATIONS 0 0 of Cn � _Em TYPE OF_ NSTRUCTION CAST-IN-PLACE CONCRETE: shall have a minimum design compressive strength (f'c) of 2500 psi at 28 days unless noted otherwise. All'footings shall have a minimum < LL 0 PSF BOTTOM CHORD U. design compressive strength of 2500 psi at 28 days. All concrete operations. Including but not limited to mix design, mixing, transporting, placing, reinforcing detailing U. 0 and placing, curing. and testing shall be done In accordance with the requirements and application of ACI 301-05, * Specifications for Structural Concrete for Buildings*. C-4 DL 7 PSF TOP CHORD 0 TYPE V-B CONCRETE MASONRY UNITS: shall be hollow unit masonry In accordance with ASTM C 90-08 "Hollow Load-Bearing Concrete Masonry Unite and shall have a minimum net DL 5 PSF BOTTOM CHORD area compressive strength of 2000 psi when using Type M or S mortar (ASTM C 270-08). In accordance with ACI 530-08 "Building Code Requirements and Specification ROOF CONVENTIONAL FRAMING; " UNPROTECTED for Masonry Structures", the 2000 psi block In combination with Type M or S mortar provides a design compressive strength (f'm) of 1150� psi. LL 20 PSF RAFTERS GROUT. shall be In accordance with ASTM C 476-08 and shall have a maximum coarse aggregate size of 3/8" placed at an 8" to 11* slump and have a minimum e UNSPRINKLERED specified compressive strength of 2500 psi at 28 days when tested in accordance with ASTM C 1019-09. AS LL 20 PSF CEILING JOISTS REINFORCING STEEL: shall be In accordance with ASTM A615-08 minimum Grade 40, and conforming to ACI 301-05, ACI 315 ("Manual of Concrete Practice"), ACI 318-08 (*Building Code Requirements for Structural Concrete"), and CRSI Manual of Standard Practice, 2009. DL 10 PSF RAFTERS STRUCTURAL STEEL: ASTM A36-08 and conform to AISC *Specifications for Design, Fabrication. and Erection of Structural Steel for Buildings". C> 00, -r5", DL 10 PSF CEILING JOISTS STRUCTURAL PIPE AND STRUCTURAL TUBING: shall be ASTM A500-07 (Grade 8). 0 WELDED "RE FABRIC (WWF): shall be ASTM A185-07. TM F 1554-07 Grade 36. U) DL 30 PSF ATTICS WITH STORAGE ANCHOR BOLTS AND THREADED RODS: shall be in accordance with ASTM A 307-07 or AS DL 10 PSF ATTICS W/O STORAGE WASHERS: shall be In accordance with ASTM F 436-09 Grade 36. NUTS: shall be in accordance with ASTM A 563 Grade A Hex. FL ORS: ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY): LL 40 PSF TOP CHORD Simpson Strong-Tie Co., Product: Epoxy-Tie SET ........ Simpson Strong-Tie Co., Product: Acrylic-Tie AT LL 0 PSF BOTTOM CHORD METAL CONNECTORS: All metal connectors which are exposed to moisture shall be galvanized (ASTM A 153-05). Z-MAX, or stainless steel,� DL 10 PSF TOP CHORD 2.23 WOOD DL 5 PSF BOTTOM CHORD A. All wood members exposed to weather or In contact with masonry, concrete, or soil shall be pressure-treated. B. All framing anchors and connectors shall be Simpson or equal. C. All prefabricated structural trusses shall be certified by the truss manufacturer's registered engineer. FLOOD ZONE: X 2.2324 FASTENINGS All framing anchors and connectors shall be manufactured by Simpson or equal unless otherwise noted. All metal connections and fobricatl,ons shall comply with AISC specifications. Nail fasteners shall be common nails UNO. 2.2307.1 SILLS ON CONCRETE W Where sills on concrete ore used, typical anchor bolts shall have a minimum diameter of 1/2" wl 3x3x3/16 minimum washer and a minimurin embedment of 7* in concrete. Lii Anchor bolts are required at the following locations: F- A minimum of (1) anchor bolt shall be provided within 6 to 12 inches of each and of each plots and a minimum of (2) anchor bolts pilr plate. 0 Anchor bolts shall be located within 12" of corners and openings & at maximum spacings of 24" oc. 2.2307.6 SUBIFLOORS Z WIND ZONE INFORMATION COMPONENTS & CLADDING PRESSURES Where subflooring is indicated in these plans use 3/4* T&G plywood glued with a construction adhesive and fastened per FBC - Resiclariticil Chapter 5. _J 3.0 CONSTRUCTION SPECIFICATIONS 3.18 FOOTINGS AND FOUNDATIONS A. Footings and Foundations shall be In accordance with FBC - Residential Chapter 4. This design has been completed In accordance with pertinent standards and LJJ accepted engineering design procedures. and Is based on the best available Information at the time of completion. The design is intended �o minimize differential Z NOTE: THIS STRUCTURE HAS BEEN DEStGNED IN ACCORDANCE WITH, movement resulting from the heaving of expansive soils or settling of subsurface soils. It must be recognized that foundation componentivill undergo movement. Any Ld AND MEETS THE REQUIREMENTS OF SECTION 1609 OF THE 2010 subsequent owners shall be appraised of the soil condition and advised to maintain good practices In the future with regard to surface and subsurface drainage, framing EDITION OF THE FLORIDA BUILDING CODE of partitions above floor slobs, finish work above floor slabs, etc. WIND ZONE INFORMATION FBC 2014 B. Footings shall bear upon undisturbed soil or upon soil compacted to a minimum of 95% of Modified Proctor Maximum Dry Density for a depth of at least (2) feet below footing. THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION C. Fill under concrete slabs shall be clean, free of debris and other deleterious materials. Fill shall be compacted to a minimum of 95% 6f Modified Proctor Maximum COMPONENTS CLADDING PRESSURES Dry Density (ASTM 01557-07). (PSF) D. Fill shall be treated with termite protection before slab is placed or Borate applied to wood framing above slob. Lii E. A concrete slab-on-grode used In conjunction with the exterior sterriwall foundation, shall hove minimum 6x6 W1.4xW1.4 welded wire fabric (WWF) or fiber reinforcement LLJ SIZE INTERIDR ZONES END ZONES in the slab and the slab shall be keyed Into or tied into the foundation. I • BUILDING: ENCLOSED STRUCTURE + I - + F. The top of a monolithic slob-on-grade shall be at least 8 inches above finished grade. The slab shall have minimum 6x6 W1.4xW1.4 WWF at mid-height or synthetic V) 0-20 sf 17. 19.0 17.4 22.8 fiber reinforcement. A double layer of WWF 3 feet wide shall be provided around the perimeter of the slab for no synthetic fiber reinforcernent. I %� ry • ULTIMATE DESIGN WIND SPEED (MPH Vult) 130 G. Vapor barrier shall consist of minimum 6 mil. polyethylene. Ld - 21-50 Sf 16.31 17.9 1 16.3 20.6 H. Where subsurface soil condition information Is not available, foundations have been designed for a 2000 pef soil bearing capacity. Contractor shall report onydiffering > 51-1 00sf 15.51 17.0 15.5 19.0 conditions to the Engineer of Record prior to commencing work. 0 • NOMINAL DESIGN WIND SPEED (MPH Vasd) 101 3.19 CONCRETE > 100 sf 13.6 15.1 13.6 15.1 A. Concrete and Steel Reinforcement shall be in accordance with FBC-Buildlng Chapter 19. C) • BUILDING RISK CATEGORY I I Minimum concrete cover shall be as follows: Concrete cost against and permanently exposed to earth 3* • WIND EXPOSURE CATEGORY B Concrete exposed to earth or weather: #6 - #18 bars 2% #5 bars or smaller 11/2" DIMENSION OF END ZONE IN FT. 4.0 Concrete not exposed to weather or earth: primary reinforcement for beams and columns 1 1/2' 0. 1 8 END ZONE IS LOCATED AT BUILDING CORNERS B. All continuous reinforcing steel In beams, columns. and footings shall be lopped a minimum of 36 bar diameters or 25", whichever Is �eoter. • INTERNAL PRESSURE COEFFICIENT GCpi C. Horizontal beam and footing bars shall be bent 25* around comers or corner bore with a minimum 25" lop (UNO). 3.21 MASONRY 1. Masonry construction shall be in accordance with FBC-Bullding Chapter 21 and in accordance with the Specifications for Masonry Struct es ACI 530.1-08. ACI limits the grout lift height to 12 ft and requires a 1-hour initial set time between lifts. 2. For masonry construction, provide pre-cost concrete lintels over all openings (UNO). Lintels shall be of sufficient size and reinforcemen t for the given spon loading conditions. 3.2308 VERTICAL FRAMING WOOD Use 2x studs for oil exterior and Interior walls U.N.O. in these plans. Space studs 0 16" o.c. at all exterior, Interior bearing walls, interior shear walls, and 0 16" o.c. at all Interior non-beoring walls. Use SPF #2 (or better) top plates and PT SPF #2 (or better) sill plates. < Wall sheathing shall be min 7/16* APA rated sheathing. 0 < 3.2308.2.2.1 INTERIOR SHEARWALL SHEATHING 0 0:� GENERAL: 0 EDGE NAILING Is required at the bottom and side edges of the sheathing. Z _J RATED SHEATHING: Z LL_ Where Interior sheorwall Indicated, underlay with 7/16" Rated Sheathing fastened with 8d nails. Unless noted as above, space nails 0 c. edges, and 12* o.c. 0 intermediate. 6\7- 3.2319 ROOF AND CEILING FRAMING F- C) 1. Roof and Ceiling Framing shall be In accordance with FBC - Residential Chapter 8. Prefabricated structural trusses shall comply with NFPA Notional Design < < Specifications for Wood Construction, TPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC. All prefabricated wood trosses shall be fastened to C) LLJ their supporting walls or beams with hurricane ties or anchors. 0 M 2. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at end reactions of all girder trusses. I,_ 3. The contractor shall approve fabrication and Installation drawings showing size, shape, and layout. < 0 3.2322 ROOF SHEATHING W Use 7/16* (specific grovity>0.49 (Douglas-Fir, Southern Pine)) Rated Structural Sheathing (or 4-ply 15/32" CDX Tile Roofs) with fastenirg schedule as follows: < Z Use Scl ringshank nails 0 6* o.c. edges and 12' o.c. field Interior zone; uno. U) < Use 8d ringshank nails 0 6* o.c. edges and 6* o.c. field perimeter zone within 4 feet of roof edges & either side roof peak; _J Use Scl ringshank nails 0 4* o.c. edges and 4' o.c. field at gable ends. 0 17- Z < 3.2313.4 GABLE ENDWALLS Provide platform framing In attic or balloon frome wall studs at all gable ends. DRAWN BY AOB M DATE N, 02 28/17 SCALE AS NOTED DESIGNED BY DVL JOB NO. 161128 SHEL7 No. S1 OF tj EXISTING- NEW 0 WALL WALL FASTEN WOOD TO CMU WALL w/ SIMPSON LS70 4" CONCRETE SLAB W1 0 24" O.C. VERT. w/ 6x6 Wl.4xWl.4 WWM * SEE GENERAL NOTES z 30 Lb. ROOFING (2)�16"x2Y4" TITEN SCREWS OR FIBERMESH FOR EPDXY SPECIFICATIONS. PAPER BETWEEN TO CMU & (4)1 Od TO FRAMING. DRILL AND EPDXY #4 x 20" w/ 4" APPLY IN ACCORDANCE WITH 0 EMBEDMEN1 0 24" O.C. (MAX) MANUF. PRINTED INSTRUCTIONS, 0 FIR C I z a. MU & WOOD SLAB ON AMING. w A GRADE, A SEE PLAN. 44 T/FTG. EL. z MATCH x V) _j EXISTING SLAB w 5 A. z m z VAPOR BARRIER AND FOUNDATIO SEE GEN. NOTES FOR EP )XY EXISTING -i m k il \_ EXISTING 8" 200 5 2x— NEW TIMBER CMU WALL. 04 TO REMAIN. SPECIFICATIONS. APPL` IN cl STRICT ACCORDANCE � lITH FRAMED WALL N PO t U) MANUF. INSTRUCTIONS. CONT. BOTT. REINF. w *ADD (2) #5x3'—O" (SEE FTG. DETAILS) CTRD DRILL & EPDXY #3 0 48"o.c OR wA2) #4 CONT GROUT (6" MIN.) INTO ROD CHAIRS (TYP.) EXISTING FTG. NEW FRAME WALL TO EXISTING CMU WALL 09 z O� � 0 w < w -, NEW SLAB INTERSECTION W/ EXITING EXISTING FOOTING CONNECTION r4 DETAIL Ill c� FO2 < Z' EXTERIOR MONOLITHIC FOOTING rT*� z . \,,�4 SCALE: 3/4" l'—O" 1�,�4 SCALE: 3/4" =1'—O" S4 SCALE: '/4" = V-011 SU2 SCALE: 3/4" l'—O" w r % J, 'w, cc 00jj< 0 0 cn Z OVERFRAMING LEDGER 0, cn u- 0 < C44 SW# SEE DETAIL 8/S4 _j APA OR TECO RATED SHEATHING FASTENED 2xlO SYP#2 SYP#2 ROOF NEW ROOF TO FRAMING PER SHEARWALL TABLE THREADED ROD )ER JOIST 0 24" O.C. SHEATHING. so...91FIll (BLOCK AH PANEL EDGES) STRUCTURAL P;.AN--\ CUT OVERHANG 2" MIN. yj.�,!f*#, % IT rz % AT THIS AREA— UPLIFT CONNECTOR AND ----------zz z 711,79; C\ U. HEADER SIZE PER (2) 12d TOENAIL STRUCTURAL PLAN ------ z d) :ul (4) 10d AT KING STUD SHEARWALL ATTACHMENT (CUP) METHOD: TO HEADER EA END -------- jjj��, 1>% AND EACH PLY \_EXISTI�G ROOF 2xl 2 SYP#2 LEDGER, 8d COMMON NAILS 2x8 SYP#2 SYP#2 000 4 S CEILING JOIST w/ TRUSS. TO REMAIN FASTEN LEDGER TO ROOF 11,118111 U- (2) ROWS 0 3" o/c TOP PLATE & SILL PLATE FASTEN ADJACENT KINCS KING STUDS PER PLAN THRU PLYWOOD DECK w/ - W 3" o/c EDGES & 4" o/c FIELD AND JACKS W/ (2) ROIA DBL. TOP (8) 12d COMMON /_4�#`!OxV/4" DECK SCREWS OF 1 Od 0 8" o. JACKS PER PLAN PLATE WIRE NAILS EA. END INTO w 1" DIA. WASHERS AT EACH TOP PLATE SPLICE EXISTING CMU STUDS PER RAFTERS. (TYPICAL) ROOF SHEATHING. EXISTING RAFTER INTERSECTION. PLAN SW1 & SW2 SHEARWALLS REQUIRE MIN 48" OVERLAPS WALL W/ MIN (24) 0.1310" NAILS 0 TOP PLATE SPLICES 1 ROW 10d COMMON OR (2) MSTA24 W1 (9) 10d END, CENTERED ON EACH NAILS 0 3" OC VERFRAME RAFTERS, SPLICE SEE PLAN OR SCHEUDLE. EW FRAMING21 WALL SIMPSON H2.5A w/ 8-8d 1/2" ANCHORS 0 COMMON NAILS FROM 48" FOR OPENINGS RAFTER TO LEDGER 1 ST FLOOR 1/2' THREADED R&S OVER 6'-0" EXISTING ROOF TO REMAIN NEW ROOF & CEILING SECTION _%)I V) r7 r8 LEDGER/OVERFRAMING RAFTER _j SHEARWALL FRAMING DETAIL r6 TYPICAL� WALL OPENING DETAIL \,�4 \,�4 SCALE: 3/4" l'—O" < '\�4 SCALE )�"=V—O" DETAIL ��4 LIJ V) FASTEN 2x8 P.T. SYP#2 1—#5 DOWEL (30" LG) WINDOW/DOOR BUCK TO 8" DRILL & EPDXY TO / 1/4"OxA4" TAPCONS NEW 2X ENCLOSED MU FIR MING WALL I EXISTING BOND BEAM ABOVE r.-a 24�o�.c INSTALL 3 MIN. (MIN. 3" EMBED) TYP ALL EXISTING CMU EACH SIDE. EXISTING CMU BOND BEAM WALLI WALL� ?r 7,01 '4- -�7 4. �v Al 3, < �7 C) 8xl6 CONC. 4': \\--BEAM w/ 2—#5 0 TOP AND BOTTOM AND #3 CLOSED TIES 0 8" O.C. C) EXISTING Cmu 4"' < LLJ C) M WALL OPENING 71", < < z < 1—#5 DOWEL (30" LG) . 1 lit, qP, DRILL EPDXY TO t < DRAWN BY 4fl EXISTING FOUNDATION 14 AOB (MIN. 6" EMBED) 1—#5 1OWEL (120" LG) FASTEN 2x8 P.T. SYP#2 NEW REINF. DATE DRILL & EPDXY TO WINDOW/DOOR BUCK TO 8- 02 28/17 EXISTING FOUNDATION MU w/ 1/4"Ox2�4` TAPCONS CELL schl (MIN. 6" EMBED) 0 24"o.c INSTALL 3 MIN. AS NOTED EACH SIDE. DESIGNED BY DVL JOB NEW REINFORCING CELLS AT EXISTING MASONRY WALL & CLOSED OPENNINGS r9 161128 SCALE X"=V—O" SHEET No. S40F 5 N z".x I :< CONT. S §w E X/I w AREA TO BE < DEMOLISHED ------------------------------------------------------------------------------------------ ----------------------------------- --------------------- IMPORTANT EXIS IRE NOTES: 1. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. 2. THE CONTRACTOR 'SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, z TEMPORARY SUPPORIS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY 0 F7_ TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. o- 3. THE DESIGN ADE6UACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE Q RESPONSIBILITY OF THE CONTRACTOR. (n w 4. NOTIFY ENGINEER ANY DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS N 0) U-) w - - - - - - - - - - w EXISTING w co rx HOUSE FOUNDATION PLAN NOTESI Z ro 1. REFER TO SHEgT S4 FOR FOUNDATION SECTIONS AND w w DETAILS. 0 R 2. 4" CONCRETE kAB W1 6x6 Wl.4xWl.4 WWIM OR FIBERMESH LL OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL U. 0 j TERMITE TREATEP, 3. 1/2" x 10" AN�HOR BOLT w/ 2x2x3/16" PLATE WASHERS AT THE FOLLOWING LOCATIONS: A. 8" ADJACENT TO EACH CORNER B. 12" EACH !IDE OF WALL OPENING C. 48" IN FIEL). 03CAS DEMOLITION PLAN D. NOTE THAT,WASHERS ARE NOT REQUIRED AT THREADED ...... ROD LOCATIONS. co 00 499 1 1 Off 4. CONTRACTOR TO�NOTIFY ENGINEER OF RECORD IMMEDIATELY �,_Zs_L, IN WRITING IF D$CREPANCIES FOUND BETWEEN FIELD CONDITIONS ANDkENGINEERING PLAN. CL S4 7V %%1 0 LL_ ELECTRICAL FIXTURE LEGEND z STANDARD 110 V. OUTLET < I n 1\�4 SWITCHED OUTLET 2 W-p- WEATHER-PROOF OUTLET S4 < CABLE TELE\ASION OUTLET r) 1 ,/f r z Wj Ira y 1A y y Ea Z, IM 0 NEW FOOTING NEW FOOTING TO EXISTING 10 EXISTING CONNECTION, CONNECTION, 220 V. OUTLET SEE 3/S4 EXISTING SEE 3/S4 0 HOUSE 7r GARAGE DOOR OPENER < STANDARD LIGHT FIXTURE z 0 WALL SCONCE EYEBALL CAN LIGHT Lli UNDATION PLAN RECESSED CAN LIGHT )/4 01=V-0to EXHAUST FAN W1 LIGHT FIXTURE 54'�Off A EXHAUST FAN W-10" 139-21' llp-891 50-7" 51-7#1 6$-2p) DOUBLE FLOOD LIGHT I" --mill s SWITCH c I r) A 61-2" gf-801 ^04 W-402 00 220-6to ED DIMMER SWITCH < 77 0 C) S3 3 - WAY SWITCH < 0 0 Z _j FAMILY ROOM is DOOR JAMB SWITCH Li- 0 0 CLOSET SITTING AREA CLOSE -u-) V_ % SMOKE DETECTOR/CARBON MONOXIDE (_3 < < W )'OM 4 u Li BEQR( 00 1 0 M \S S < 0 CIIJ C14 .1 n— 1% lz Ira w v Z FW AUX X CEILING FAN W/ OR W/OUT LIGHT FIXTURE PER PLAN < LjLj 0 < EXISTING HOUSE DRAW BY ELECTRICAL PLAN- NOTES: AOB DATE 1. SCHEMATIC ONLY. 02/28/17 2. ELECTRICAL PLAN IS CONCEPTUAL. ALL ELECTRICAL WORK IS TO SCAS ASNOTED BE DONE BY A LICENSED ELECTRICAL CONTRACTOR PER NEC 2011. DES*M BY 3. PROVIDE AFd (ARC-FAULT CIRCUIT INTERRUPTERS) IN ALL DVL DWELLING UNIT BEDROOMS PER NEC ARTICLE 210-12. JW NO. FLOORZELECTRICAL PLAN 4. CABLE TELEVISION & TELEPHONE ELECTRICAL PER OWNER'S 161128 Y4 99=1 DIRECTION. SHM ft. S2or 5 Cash Register Receipt Receipt Number City of Atlantic Beach R3303 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $55.00 17-RAAR-2990 Address: 30 N SARATOGA CIR APN: 1718110000 $55.00 FOOTER 10/24/2017 HE $55.00 FOOTER 10/24/2017 RBE 455000032210�02 0 $55.00 TOTAL FEES PAID BY RECEIPT: R3303 $55.00 Date Paid: Monday, October 30, 2017 Paid By: Don Bo, Inc. Cashier: LE Pay Method: CREDIT CARD 1 00, I Printedi Monday, October 30, 2017 8:48 AM 1 of 1 1 TROX.T