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1973 COLINA CT - REV. stru ULSBERG 02 ENGINEERING, INC. C/3 NOTE: H FASTEN FLATWISE 2x6 11 11481 OLD ST.AUGUSTINE RD.,SUITE#202 EACH EXTERIOR POST SHALL BE TREATED WITH 0.1 31"x 3"NAILS c; JACKSONVILLE,FL.32258 44 POST ON ABU44-Z POST BASE.STRAP @ 6-O.C.STAGGERED P:904.886.2401 F:904.260.4367 POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP jhuIseng@bellsouth.net (TYPICAL) (3)2xl 2 BOX BEAM ...... OR(1)MSTA24-Z. FLORIDA C.A.NUMBEV584 TYPICAL ALL POSTS-(U.O.N.) -T- 4. E SEE DETAIL"F"ON SHEET SD-7 01 __��(3)2x12 WITH FLATWISE RrEsVISION 2x6 TOP AND BOTTOM (2)2x4 BUILT-UP POST(MIN.) sp# 1.3--R.4 40 RIDGE TO M < SECTION-REAR PORCH BEAM < Lu DATE A _U, LLJ m 110111 111 = Aa 0 SIGNED slop" 0 91 1110 0 NOTE: C14 ilia- THIS OPEN PORCH CEILING REQUIRES A 77� x SO. op 15 1(< 0. MINIMUM 3/8"SHEATHING.FASTEN WITH 6d -06 COM OR BOX NAILS AT 6"O.C.ON EDGES N,P.&-- AND 12"O.C.IN THE FIELD. TS: OFFICE COPY f,,L L N b x E SD-7 2J 2K APLTERNATE: 1�3 HUC410 HANGER INTO SOLID STUDS /(2)2x4 BUILT-UP SHEARWALL LEGEND: POST(MIN.)AT -0. RIDGE 3 1�x 7"PARALLAM POST 2 .......... NON-BEARING WALL BEARING WALL SW-6 SHEARWALLS FASTENED WITH 8d COM(0.131'x�2 Y2')NAILS @ 6"O.C.ON EDGES AND 12"O.C. ELEVATION-BOLT PATTERN ON INTERMEDIATE SUPPORTS. SW-3 B NEW STEEL BEAM SHEARWALLS FASTENED WITH Y2"0 A307 THRU BOLTS 2x SHIM RIPPED TO FIT @ 12'O.C.STAGGERED\ /HANGER 8d COM(0.131'x 2 Y2')NAI LS @ 3"O.C.ON EDGES AND 12RO.C. ON INTERMEDIATE SUPPORTS. CLIENT: EXISTING COLUMN TO BE REMOVED KEVIN.MULLICAN W8 x 28 '*__�POST TO MATCH SHEATH BOTH SIDES OF WALL STEEL BEAM POST ABOVE AT INDICATED SHEARWALL PROJECT: WALL FRAMING NOTES: PEREZ ADDITION (2)2x EACH SIDE OF-// \2xl 0 1 1)NEW EXTERIOR WALLS SHALL BE L NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. 1973 COLINA COURT STEEL BEAM CONSTRUCTED WITJ*ePF No.2 STUDS JOB NUMBER: COUNTY: SECTION-STEEL BEAM @ 16"O.C.FOR PLATE HEIGHTS UP TO 8'-1 X8"-U.O.N. 15-06501 DUVAL WOOD FRAMED HEADER LEGEND: SCALE: 2)NEW INTERIOR BEARING WALLS SHALL SIZE 1/4" =l'-O"(U.O.N.) E I OF HEADER� 8 DO NOT SCALE THIS DRAWING BE CONSTRUCTED WIT�A�SPF No.2 STUDS RELEASE DATE: @ 16-O.C.FOR PLATE HEIGHTS UP TO 8--1 X8'-U.O.N. (2)2x—H EA 07-14-15 w REVISIONS: =r::K 08-13-15 3)THE FIRST FLOOR EXTERIOR WALL FINISH IS ;Y214 IBLE'(SIDING)-U.O.N. QUANTIT UANTITY 10-05-15 OTIFY ENGINEER OF ANY VARIATIONS. OF JACKS OF KING STUDS 3 1"x 7"PARALLAM POST DRAWN BY:- DJM NOTE: CHECKED BY: g FSS ALL WOOD FRAMED LOAD BEARING HEADERS 1� 9 TITLE: SHALL BE MINIMUM (2)2x6 No.2 OR BETTER 6 LLAYOUT s WAL SYP.INSTALL MINIMUM(1)JACK AND FIRST FLOOR (1)KING STUD AT EACH HEADER(U.O.N.) SHEET: WALL LAYOUT-FIRST FLOOR S . 4 HULSBERG ENGINEERE14G, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 WALL FRAMING NOTES: P:904.886.2401 F:904.260.4367 1)NEW EXTERIOR WALLS SHALL BE LZ jhulseng@Wlsouth. FLORIDA C.A.NUMBp(..25846 CONSTRUCTED WITH2x4SPF No.2 STUDS 0MM$ lt$j @ 16-O.C.FOR PLATE HEIGHTS UP TO 6-1 XV-U.C.N. s 2)NEW INTERIOR BEARING WALLS SHALL OFFICE COPY oc BE CONSTRUCTED WITH2x4SPF N0.2 STUDS @ 116�0.C.FOR PLATE HEIGHTS UP TO 8'-1 X No 8"-U.O.N. 3)THE SECOND FLOOR EXTERIOR WALL FINISH IS 'FLEXIBLE"(SIDING)-U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. PE WIF, 791 CONT.(2)SPANS (r'(2)2x6 HEADER 11 11 2K __�qfff 113 cl I �(2)JACKS MIN. E .... .................... ... . .. .......... SHEARWALL LEGEND: 3 .......... .......... NON-BEARING WALL NEW(2)1'"x 111-LVL BEARING WALL SW-6 SHEARWALLS FASTENED WITH (4)2x4 BUILT-UP POST 'x2Y ................... 8d COM (0.131 2")NAILS @ . ............... (LAP OUTER PLIES ONTO RIDGE) 6"O.C.ON EDGES AND 12-O.C. ON INTERMEDIATE SUPPORTS. SW-3 SHEARWALLS FASTENED WITH \_(4)2x4 BUILT-UP POST 8d COM(0.131"x 2 Y2")NAI LS @ CLIENT: (LAP OUTER PLIES ONTO RIDGE) 3"O.C.ON EDGES AND 12"O.C. KEVIN MULLICAN ON INTERMEDIATE SUPPORTS. PROJECT: SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL PEREZ ADDITION 1973 COLINA COURT NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6-U.O.N. g JOB NUMBER: COLIN f 15-0650 TY DUVAL 2x6 C ILING JOI Ts @ 24' C. SCALE: 1/4" =V-0"(U.O.N.) WOOD FRAMED HEADER LEGEND: DO NOT SCALE THIS DRAWING SIZE RELEASE DATE: OF HEADER� 07-14-15 TE-VISIONS- S (2)2x—HEADER -05-15 10 K QUANTITYj \QUANTITY I DRAWN BY: OFJACKS OF KING STUDS Lu DJM 21 :1 CHECKED BY: 2 FSS NOTE: TITLE: WALLLAYOUIT ALL WOOD FRAMED LOAD BEARING HEADERS SECOND FLOOR WALL LAYOUT-SECOND FLOOR SHALL BE MINIMUM(2)2x6 NO.2 OR BETTER di SYP.INSTALL MINIMUM(1)JACK AND SHEET: (1)KING STUD AT EACH HEADER(U.O.N.) Ll S-5 LSBERG GMEFJNG, fNC. ....... 11481 OLD ST.AUGUSTINE RD.,SUITE#202 — — — — — — — JA KSONVILLE,FL. 5 211 (2)2x4 BUILT-UP 367: P:904.886.2401 F 904 jhulseng@bellsouth. t POST(MIN.)AT 21 RIDGE TO BEAM FL NUMB :25846 2x6 RAFTERS @ 24"0.C. owly yk E W ----------------- Oj o/ 901 91 322 2 lf06-15 Ft�bjqrIMPSON PE �p /—FLP NQW91 S� NAILER WITH(5)0.131"x 3"NAILS 16"O.C. C NS (EACH STUD) OFFICE. COPY ------------------------------------- L(2)2x4 BUILT-UP POST(MIN.)AT RIDGE E (2)2X4 BUILT-Up POST MIN. AT RIDGE v SISTER NEW 2xl 0 JOISTS TO EXISTING 2x10 JOISTS AND EXTEND TO NEW WALL ------------------------------ CLIENT: NEW STEEL BEAM KEVIN MULLICAN f PROJECT: PEREZ ADDITION 1973 COLINA COURT JOB NUMBER: COUNTY: SCALE: 15-0650 DUVAL 1/4" =V-101"(U.O.N.) DO NOT SCALE THIS DRAWING KtLtAOt:DATE: 07-14-15 REVISIONS: __T g & 10-05-15 DRAWN BY: DJM CHECKED BY: FSS .8 TITLE: ROOF AND FLOOR LAYOUT-LOWER LEVEL SHEET: ROOF&FLOOR LAYOLIT-LOWER LEVEL -6 Ll CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS BC 2014)SYP ULSBERG Span Tables for No.2 SYP Rafters No Ceiling Load-20 psf LL,10psf DL HENGINEERING, E14C. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. JACKSONVILLE,FL.32258 91 P:904.886.2401 F:904.260.4367 2x4 ._0" 81-2" 71-8" T-2" 2 jhulseng@bellsouth.net 2x6 14'-2* 12'-11" 12'-l" 101-111, 0 W FLORPK6.A.N�MBER:,?6M15 2x8 18'-8* 17'-0 15'-6" 13'-1 1" 2x`10 23'4" 20'-2" 18'-5" 16'-6" E 2xl2 1 27'-6- 23'-10' 21'-9- 19'-5" Span Tables for No.2 SYP Rafters-No Ceiling Joist- with Drywall Ceiling-20 psf LL,15 psf DL A SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"O.C. AN no /Y 2x6 13'-6" 12-3" 1114" 10'-2" V61 2x8 17'-9" 15-T 141-5" 12'-1 On 0 S_ 6 s -7" -8" -1" -3" in 2xlO 21' 18' 17' 151 2xl2 25'-5" 22'-0" 20'- 18'-0" '2 06-15 Z_ Span Tables for No.2 SYP Ceiling Joist $11M PE OY 20 psf LL,10 psf DL 78 a PE No. 1 'I tom" D F� SIZE 12N o.c. 16"D.C. 19.2"o.c. 24"D.C. 'A-1 91 L E t 2x4 81-2" 7'-5" 71-0" 61-6m _9" 2x6 12'-1 1" 1 V-8" 101-11" 2x8 17'-0" 15'-3" 13'-1 1" 12'-5" 2x10 20'-1 1" 18'-1 16'-6" 14'-9" 2xl2 24'-7- 21'-3- 19-4- 17'-5- ....... ......... ..... . .. . Span Tables for No.2 SYP Floor Joist ....... ......... ......... 40 psf LL,10 psf DL E SIZE 12"o.c. 16".o.c. 19.2"o.c. 24"o.c. 2x6 91-3" 81-5m T-1 1" 71-3" COPY -3" -1* -3" -2" 10IFFIC 2x8 12' ill 10' 9' 0 2x`10 151-61 13'-4" 12t-211 101-11" EXISTING FTERS 2xl2 18'-2" 15'-9" 14,-4n 12'-10"__j low L NEW(2)1 lux 11-1"LVL 4 4 ROOF FRAMING NOTES: k ....... ..... . .. ......... 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP ..... . ..... . 2. ALL RAFTERS SHALL BE MIN.2x 8 @ 24"oc.(U.O.N.) 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS WITH(5)10d x 1Y2"NAILS EACH END. 4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FACE-NAIL COLLAR TIES TO RAFTERS WITH(5)0.131"x 3"NAILS. 5. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER 7S THAN ADJOINING RAFTERS.(U.O.N.) 6. FASTEN RAFTERS TO CEILING JOISTS WITH(4)0.131"x 3 Y4'NAILS. CLIENT: I.S 7. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) KEVIN MULLICAN MIN MUM 2x8 FTERS @124"O.C. 0.131 mx 3)/4"TOENAILS. 11 PROJECT: PEREZ ADDITION 1973 COLINA COURT EXISTING RIDGE JOB NUMBER: ICOUN 650 DUVAL 15-0 EXISTING RAFTER SCALE: 1/4" =V-0"(U.O.N.) E DO NOT SCALE THIS DRAWING NEW H8 CLIP EACH 18 42 RAFT 07-14-15 REVISIONS: 10-05-15 DRAWN BY: DJM 21 I CHECKED BY: NEW(2)1 lux 11 in LVIL :@ 4 4 FSS TITLE: ROOFLAYOUT UPPER LEVEL SECTION ROOF FRAMING 15 SHEET: ROOF LAYOUT-UPPER LEVEL mE S-7