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1781 ATLANTIC BEACH DR - REVISION 5-26-17 DRAWINGS A 41 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 03 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 56 0 Received by: Resubmitted: Perrmit HUM 37,14 Original Plans Examiner: Pr 1��ct Name. Project Address: 119 1 Contractor: Contact Name: 5–Ttl'Jer Contact Phone : q0 Li ZZ16. 9.7,70' Contact e-mail:f>V029eS-r ti�l 0,1L)jpbjp -bhg.C- Revision Plan Check Permit Fee (s) Due: $_45�0,00 Description of Proposed Revision to ExiWng Permit: A-� -d6,0) "Ji 11AV A I 0 Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W U Approval: By signing below.I(print name).... affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date- Approved-—OX Rejected: Notified by: Plan Review Comments: pleave ac-'a rN C op Department review required Yes No uilding PI—ann—ing &Zoning Tree Administrator Plans Examiner Public Works Public Utilities 3c.)-r Public Safety Fire Services Date Cleated 4113/16 Rev.3 d NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHT OF 10--1 ys"-U.O.N. Lu cl) E 0 2K 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 _s ILL o SW-3 Lj SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10--1 X8"-U.O.N. E > (D THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(81DING)-U.O.N. Z -5) 113) 0 13_____-�TT5 HOLDOWN' �2)JACKS/HTT5 HOLDOWN NEER OF ANY VARIATIONS .2 c/) uj wl SSP AT DOUBLE MIN. w/SSPATDOUBLE NOTIFY ENGI 2 �e 21 ............. ......................... . 0 CD < -0 PLATE PLATE co C"T pa \,SD�3J S LDOWN--, HTT5 HO Lu w/SSP AT DOUBLE C3 2 t= r- 2 ZD C-0 PLATE C/) HTT5 c:- i HTT5\, C.0 HOLDOWN HOLDOWN LU co Z C) E rR KK-(-2-)2 x 1-0 H-E-A D-E R__'�� BWT_ 7-77- . ...................... 0 ............. U) LL 3 2"x 7"PARALL : : -�-b 1� :D - X AM/ .-(4)-�x uLT-Up --------NOTE: POST w/2x4 ON EACH POST(MIN.) EACH REAR POST SHALL BE TREATED 1:5 ZD C14 END OF POST . =I- - _(2)_Tx1_7_PU_R_C_H_9=EAhV- F-W (3)1 Y4"x 14"LVL PORCH BEAM 0 < Ic? 6x6 POST ON ABU66-Z POST BASE C.6 FASTEN 2x4's TO POST 00 STRAP POST TO EACH BEAM ABOVE co cx� 0 "ct w/0.131"x 3"NAILS @ 6"O.C. WITH(1)H6-Z CLIP OR(1)MSTA24-Z CD _j m STAGGERED TYPICAL ALL POSTS-(U.O.N.) CL 0 0 75 - L -H SEE DETAIL"U"ON SHEET SD-3 -C= 00 cf) J_ HOLDOWN NOTE: 0 ANCHOR BOLTS @ 24"0:C. THIS OPEN PORCH CEILING cu ........... ............ ........................ CONT,(3)SPA all REQUIRES A MINIMUM Y8"SHEATHING -0 ,,,HTT5 (r(2)2x6 HEADER� '�3 Nil FASTEN WITH 6d COM OR BOX HOLDOWN CL W_ 2J 2K NAILS AT 6"O.C.ON EDGES LV 1-3 a AND 12"O.C.IN THE FIELD .................. . .... .... . 2 . ...... �2)JACKS1 8" .2 FLORIDA C.A. NUMBER:25846 3)1 Y4"x 11Y4"L MIN. I I I zlu 5D 2J NOTE: cu 0 0 0 (1)SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SSP/DSP AT DOUBLE PLATE, 0 j#Oooist R TT5 S HTT5 ALTERNATIVE TO SPH AT DOUBLE PLATE, > o C 1� /_1(2)��2x8 H��EADER - A,1 X _FoA__ SD-3 Hill HOLDOWN HOLDOWN (2)SIMPSON SDWC 15600 SCREWS STUD % FL03f ........... �,SD-3j TO DOUBLE PLATE PER SIMPSON DETAIL. /1 /vo. E=- Hill NOTE'. STA30 EACH END OF HEADER 0 BEAM EXTEqDS To ......................... EXTERIORWALL DOUBLE op 0 PLATE HTT5 HOLDOWN-__ Hill w/SSP AT DOUBLE PLATE SON,PE FL PE No.50791 Hill C OMMENTS: a) ................. ........... 0 < y4" Hill 0 Lu cu Hill .............. ....... < Hill. ................. ............................................................... IX ��X" MN, 0 LL_ .................. ........ I m \ V MAX 0 (D 0 cD_ ...... SDWC 15600 0 Hill STUD 0 .......................... . . ....................... 0 1 ......... .................... .......... .........I...... Hill < SCREW (D ........... .................. Hill .................. ( o 'o co co . : .................. In - cl) 0 V2)..2x6 BUILT-UP ----2x8 FRAMED HTT5 HOLDOWN-__,3 P ......*....... ST(MIN.) - WALL w/SSP AT DOUBLE ( 0 ) ELEVATION-SDWC 15600 (2)2x12 HEADER.. FIE- ........................ PLATE C? X CD OPTIMAL 22Y2'ANGLE cu C6 . ............. c 10* 9* 2x8 FRAMED J�8S" e3)7 X..�Xl 1 X" v 'o TT5 HOLDOWN NOTF c() 8" 8- DOUBLE 30� WALL — ��% 1111 1 X 11,74"LVL RODS @ 4'0.C.MAX 71 , PLATE C6 -1 1- cu TT HOLDOWN _F`12A__�: 0 0 — — — — — — TV3-------- U) ANCHOR BOLTS @ 24"O.C. HTT5 (-q-1/4') a) �7 15 HTT5 HOLDOWN 0 1416LDOWN HOLDOWN SDWC 156oO7\\N > SCREW 2x8 FRAMED C? 0 WALL co STUD""� CIO co ANCHOR HTT5 HOLDOWN---_ co 0 ANCHOR BOLTS BOLTS . . ........... @ 24"O.C. @ 24"O.C. w/SSP AT DOUBLE SECTION-SDWC 15600 C05, cu 2)2x ILT-UP 0 PLATE X1 I C? POST(MIN.) C? TV'r �-3 REVISION C 1) FLOM_ — == ==: �::: - == =-= _= 11 OFFICE COPY TT TT5 cl) Bp#—Lzz��Tvfz_ 3a 74/ _0 FL09A HOLDM 0 HTT5 HOLDOWN-__ (3) DATE S7 / 301t w/SSP AT DOUBLE SIGNED mx PLATE -F-72)2x=6=BUILT=-UP . ... . .... .. ...... v POST(MIN.) . ............. ..... . HTT5 THREADED ROD LEGEND: >1 HOLDOWN 0- HTT5 HOLDOWN 0 0 = Y8" THREADED ROD FROM FOUNDATION TO T5 LE 0 /HT. (2)2x6 BUILT-Up w/SSP AT DOUBLE (D EXPOSURE"C"ANCHOR NOT� DOUBLE PLATE HOLDOWN 11 PLATE POST(MIN.) (2)2x6 BUILT-Up---. 101 13 0 SILL PLATES ON EXTERIOR WALLS 0 0 (4" MINIMUM EMBEDMENT REQUIRED) SHALL BE ANCHORED BY THREADED cc R03 75 rr(2)_2x10`HEAD_ER___�� ST_:� TV r37 =-- HOLDOWN �2K � 1 0 _j g,'-72)2�6_`BUILf-U__P TTT5 HO,DOI T5 HOI DOWN LTS OR X"x 3 Y4' TA9C Lm POST(MIN.) k _ III RODS SUPPLEMENTED BY ADDITIONAL ;o - T ANCHOR BO Y�" THREADED ROD FROM FOUNDATION TO UPPER j < 0 OST(MIN.) (2)2x6 BUILT-UP (3)2x12 HEADER wl SSP AT DOUBLE w/SSP AT DOUBLE SCREWS AS REQUIRED TO, FLOOR DOUBLE PLATE >1 POST(MIN.) PLATE PLATE 'n 11 MAINTAIN MAXIMUM 24"O.C.SP (4" MINIMUM EMBEDMENT REQUIRED) 0- co I�PTT5 2J 2 K 511 8 < HOLDOWN N 11 g I cp 0 C3 HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE ILU o 0 uj SHEARWALL LEGEND: E Im 0 E 0 0 NON-BEARING WALL 0 - LLJ Lu 0 CD Z BEARING WALL _----NOTE: < C40 GARAGE DOOR NOTES =gQx 12-PD31 11i QEAM- -2 RQ�i (WLV F-0 K j2LxJ2 P_Q JaEAM cf) EACH FRONT POST SHALL BE TREATED _j 44 POST ON ABU44-Z POST BASE 0 1. INSTALL(�j MSTA30 STRAPAT EACH END STRAP POST TO EACH BEAM ABOVE SHEARWALLS FASTENED WITH 8d COM(0.131"XM2,")NAILS (D uj OF GARAGE DOOR H EADERi NAIL STRAP @ 6"O.C.ON EDGES AND 12"O.C.ON INTERMEDIAT�SUPPORTS > INTO HEADER AND JACKS BELOW WITH(1)H6-Z CLIP OR(1)MSTA24-Z I.-_ co z Lu TYPICAL ALL POSTS-(U.O.N.) SHEARWALLS FASTENED WITH 8d COM(0.131"x 2Y2")NAILS W 0 M %..o 2. EMBEDDED STRAP AT EACH END OF GARAGE SEE DETAIL"U"ON SHEET SD�3 _J - z -7) 0 @ Y O.C.ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS 0) LLJ 0 DOOR OPENING SEE DETAIL'F-ON SD-1 HTT5 HOLDOWN-__ NOTE: s; ::j C3 (D W/SSP AT TOP THIS OPEN PORCH CEILING SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL PLATE REQUIRES A MINIMUM%"SHEATHING JOB NUMBER: 1COUNTY: FASTEN WITH 6d COM OR BOX 16-1825 DUVAL NAILS AT 6"O.C.ON EDGES NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"U.O.N. Y4"=V-0"(U.O.N.) AND 12"O.C.IN THE FIELD HTT5 HOLDOWN---_- WOOD FRAMED HEADER LEGEND: DO NOT SCALE THIS DRAWING w/SSP AT TOP C3 ELEASE DATE: PLATE DENOTES SIZ'E-\ 02-13-17 EVISIONS: RO.L ICI? OF HEADER 05-23-17 11cf) HTT5 HOLDOWN-__ WALL LAYOUT FIRST FLOOR. /0(2)�2xHEADER PAWN BY: C3 75 HOLDOWN (D CMF w/SSP AT DOUBLE 1 0 0 PLA I E 0 (2)2xl2HEACISER (2)2x12 HEADER vyl V- AT DOUBLE 'a) CHECKED BY: TW7- PLATE VDENOTES QUANTITY c MJR FSS DENOTES QUANTITYJ Lu �2K OFJACKS OF KING STUDS 0) TITLE:WALL LAYOUT GARAGE DOOR SHALL GARAGE DOOR SHALL (D -0 FIRST FLOOR BE RATED FOR A BE RATED FOR A NOTE: -52 CONVERTED TO :3 MINIMUM DESIGN MINIMUM DESIGN THREADED RODS ALL WOOD FRAMED LOAD BEARING HEADERS r HEET: rl- PRESSURE OF PRESSURE OF SHALL BE MINIMUM(2) 2x6 No.2 OR BETTER SYP 0 25.6 psf 25.6 psf INSTALL MINIMUM(1)JACK AND(1)KING STUD AT 04 EACH HEADER(U.O.N.) @ S �3m d NOTES: CD u 0) 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6 00 c: cli L.0 C14 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHT OF 9'-1 y8"-U.O.N. Er cl) E i 0 ILL o 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 C-0 GUARDRAIL BY BUILDER Ld F -------NOTE: __j -= ALL BE SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 X8"-U,O.N, =� a) =72T=7xT=2"P=URM RAVEE1 EACH BALCONY POST SF E > a) x12_P0RCTFBUM__ 2� .9 TREATED 44 POST STRP PPED TO 19 C) FF_ FRAMING BELOW WITH%ISTA36-Z STRAP 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. c Him 2<111 NOTIFY ENGINEER OF ANY VARIATIONS .0 Lu < STRAP POST TO EACH BE AM ABOVE 2) Lu a) Umil I I WITH(1)H6-Z CLIP OR(1)MSTA24-Z E < -a "0 NOTE: IX C14 10111 THIS OPEN PORCH CEILING 1110 SSP CLIPS TOP&BOTTOM @ 32"O.C.& REQUIRES A MINIMUM Y8"SHEATHING X Y4"x 4 Y2"SDS SCREWS INTO BEAM BELOW @ 32"O.C. FASTEN WITH 6d COM OR BOX Lu NAILS AT 6"O.C.ON EDGES co CO AND 12"O.C. IN THE FIELD /—R--\ (C(2)2x8 HEADER CD CN 2J 3K Lu -.4: 0') 0 \(3)CS16/ 3)�CS16 W LIC z �4 =) — BETWEEN BETWEEN Lr__ 0 c) FLOORS 1:5 ZD FLOORS 0 44 < 00 co CD CL 0 ::F; 00 ca CO S (2)2x6 HEADER 2J 2K to (D FLORIDA C.A. NUMBER:25846 (2)JACKS/ 0 MIN. __j Lu cl) cu 0 .......... cf) F_ (D cl) > Al" 00 a) ...... ........ co 0 0 DLIL Z x z c 0 0 .. .................. : b No. ad LLj 50 CC- .................. . C0 d w d uj 0 Z . .................. S"Wre c14 z Lu cl) ............... < Qq�2�3-/, < .................. . . 0 uj PE 0— 0 pAfmqx �Ai cu .................. 04 0 z E OMMI21"jw", Lu co uII00, Lu . .................. < 0_j Lu U) .................. . . (L cc LLJ ............... Lq cf) ... fj 0 .......... ........................... . . cl) ............... . ........... L) ............ . . .......... . . . . cf) F 0 : : : :::; .................. . . U) cl) 0 0 .................. < x . .................................. .................. .* ................................... 0 . ....... .................. CN cl) 0 cu _j . .................. UJI co 0 .................. c: co CO 0 =) .."...... *-:-*-:-:-:-:-:*:. 9 cn Ix I ...... _0 _0 CL 0 cu . . ................................. . ........... c') LL, C/) 0 a) cl) cu cf) .... ....... . Lu .......... . ............ a) c) . ......... .. . ...... w _0 0 CD cl) 0 F_ cli x C40 a) 0 __j LIJ ........... 00 cu ........... .......... CN OFFICE COPY C6 cu CD m 0 U) 0 F—0 00 cu REVISED 00__j .6 U- A 0 0 F— a) CL 5-.3Z10117 F_ co v a) cl) CL 0 C40 CL co co THREADED ROD LEGEND: Y8" THREADED ROD FROM FOUNDATION TO 2)JACKS DOUBLE PLATE ................... . IN. (4" MINIMUM EMBEDMENT REQUIRED) cu C THREADED ROD FROM FOUNDATION TO UPPER 2)CS1 �s S .2) < FLOOR DOUBLE PLATE BETWEEN 2)CS1 CS 16 CL FLOORS x6HEADER (4" MINIMUM EMBEDMENT REQUIRED) 0 BETWEEN 2K BETWE EN 0 FLOORS FLOORS C3 HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE uj 0 SSP CLIPS TOP&BOTTOM @ 32"O.C.&Y4"x 02"SDS SC�E�s 0 0 SHEARWALL LEGEND: E INTO FLOOR TRUSS BEAM BELOW @ 32"O.C.MAXI 7 E 0 0 NON-BEARING WALL co LLJ U) Lu a) BEARING WALL L Z 0 < co cn z (D SHEARWALLS FASTENED WITH 8d COM(0.131"x MY)NAILS Lu WALL LAYOUT - SECOND FLOOR @ 6"O.C.ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS > 00 Z LLJ SHEARWALLS FASTENED WITH 8d COM(0.131NMY)NAILS @ 3"O.C.ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS UJ 0 (D (3) SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL a CD '5) JOB NUMBER: ICOUNTY: 16-1825 DUVAL NFTE:ALL EXTERIOR WALLS SHALL BE"SW-6"U.O.N. SCALL: (D Y4"=V-10"(U.O.N.) �WLQQD FRA ED HEADER LEGEND: DO NOT SCALE THIS DRAWING ELEASE DATE: 02-13-17 DENTIES SIZE� Cj EVISIONS: C 0 EADER -S 05-23-17 (2)2x HEADER CID RAWN BY: i K CMF HECKED BY: MJB/FSS DENOTES QUANTITY ENOTES QUANTITY Lu TITLE: OFJACKS OF KING STUDS 0) WALL LAYOUT CONVERTED TO (D -0 SECOND FLOOR THREADED RODS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHEET: rl— SHALL BE MINIMUM(2)2x6 No.2 OR BETTER SYP T_ C) INSTALL MIN IMUM(1)JACK AND(1)KING STUD AT 04 EACH HEADER(U.O.N.) @ S �4 CD a) 00 LO 04 ui CN cl) 2) E 0 LL 0 :3 LLj E > 0 C/) Lu �e 2 Q a) < -0 to 2x8 RAFTERS-,,, ... ..... ...... ... ...... ..... ..... CL CN @ 24"O.C. Lu 2�11AREAIED Fl!0OR 3018*T @ 16""O.C. 2 2 C-0 2"FOR DRAINAGE) (TAPER UP TOY 2x8 TREATED LEDGER CD w/(5)0.131"x 3"NAILS C.0 LUS26 US210-Z HANGER AT EACH INTERS)ECTING Lu -;I M CD kTYPICAL) HAN /TRUSS WEB cu M U) LL —B9W ........... ......891f 9 .. . . ........................... (D .......... Z) : **....** ** : : .....*******...***,*: / I 1 0 < C`4 �2)HTS24 L (2)HTS24 co 00 AT BEAM AT BEAM 2)HT524 (2)HTS24/ 0Q AT:BEAM C> AT BEAM _j cu a- 0 -2 Lr 2x8 AFTER @ 24"0 C TOENAIL FLOOR TRUSS c) TO SHEARWALL DOUBLE .... .......... -----PLATE w/0.131"x 3"NAILS @ 4"O.C. IF NOTE: FLORIDA C.A. NUMBER:25846 A H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR ................ . . SIDE OF THE WALL ...... cl) TRUSS CONNECTOR SCHEDULE cu 0 04 S! LEFT INTERMEDIATE RIGHT A TRUSS ID (D HTS24 HTS24 > FG01 0) IV6 IM 0 . .................. Tiffl FLO1 HTS24 HTS24 L! ;11c_ ........... . FL03f,__ ;471� 0, E-= C) —0 S", ALL OTHER TRUS H2.5T OR H2.5T OR H2.5T OR - SES CD c L E INA (ROOF) SDWC 60 SDWC 15600 SDWC 15600 15 E FLOYD S.SIMPSON,PE NOTE: 1)ALL TRUSS CONNECTORS ARE BASED ON cu FL PE No.50791 OMMENTS: UPLIFTS COMPUTED BY ENGINEER OF RECORD 0 2 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS 302(2)j A02(2 SHALL BE DISREGARDED c- . .... ......... . ........ 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM 0 U- _0 . ...................... ........ ...... ... ......... ...... SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER r . ..... ..... ......... ......... ...... ......... ...... a) ....... ........ ......... ........ ........ .... .... ... .... DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR Q_ .................. 0 F05(2� APPROVAL BY THE ENGINEER OF RECORD AND THE ......... . LL .................. CONTRACTOR ........................... ... ......... .................. ....... . ....... 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED .................. AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR cu ................ PPROVAL OF THE ENGINEER OF RECORD A ........I........ P02(12) THE 4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON .................. INTERIOR SIDE OF WALL ....... ....... JL F-K- — - ------ ............. 41� cu (5)REFER TO MANUFACTURER'S INSTALLATION DETAILS 'HTS24 AT WHEN USING SDWC SCREWS CN GIRDE CD -a U- C6 BEAM SCHEDULE co a) :2 a) I H BEAMI.Q. BEAM SPECIFICATIONS 0 . .......... =7=n a) BMIA (2)1 Y4"x 20"2.OE LVL cn AT GIRE =_R REVISED CIO 00 �IBMIB (3)1 Y4"x 20"2.OE LVL rAj j.1 L!!!!?--. co 6ENAIL F=R TRUSS' v _j CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS(FBC 2014)SYP cu U- TO SHEARWALL DOUBLE PLATE w/0.131"x 3"NAILS .. ........ . Span Tables for No.2 SYP Rafters ce) cu CD Ceiling Load-20 psf LL,10psf DL cl) 4"O.C. No SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 91-01, 2" T-8" T-2" OFFICE COPY :ABLE BRACE LOCATIONS 2x4 8'- 11 :CIO: 14-4- 12'-11" 12--l" _0 SEE DETAIL"N"ON SD-2 2x6 --T5--6" CD F 3(5) 2x8 18'-8" 1TV 2x10 23'4' 0-2- 101, 21'-9 19-f- 2 7'-6' 23" �EQL_ ............... Span Tables for No.2 SYP Rafters-No Ceiling Joist- . .............................. with Drywall Ceiling-20 psf LL,15 psf DL SIZE 12"o.c. 16"o.c. 19.2"D.C. 24"o.c. 4 — CD /HTS24 A 2x6 13'-6" 12-3" 11-4- 10--2" U- :f_: TRUSS GIRDE. �OVERFRAME DORMER 2x8 17'-9" 15-9" _f4�__y —12'-10" 0 TRUSS HTS2 (SEE DETAIL"C"ON S-7) _2x1 0 21'-7" 18'-8" 15'-3" cu 2x 1_2 25-5" 27-0" 20- _j R03 .2) Span Tables for No.2 SYP Ceiling Joist 20 psf LL, 10 psf DL cl) 0 HTS24 AT < _�H�TS24 Af� SIZE 12"D.C. 16"D.C. 19.2"D.C. 24"D.C. u) ;;_x 0 BEAM 2x4 8'-2" T-5" T-O" 6'-6" uj BEAM 91-91, 0 uj 2x6 12'-11 1 T-8" 101-111, E —2x8 —1 T-0" —15'3" —13' l 1" _1 E 0 2x RAFTE S @ 24" C. _`_ 14'-9' 0 _2xj 0 18--l" 16-6" _2xj 2 __24�-7` 21'-3" -1-9`24" IT-5" Lu CIO LLI a) Z Span Tables for No.2 SYP Floor Joist 2! 0 a) 40 psf LL,10 psf DL Z SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. -0 W a) cc 2x6 Y-3" 8'-5" T-11" 7--Y > 2x8_ 12-4- 11--l" ___j y_-T— 9'-2" 00 Z cc cj Ix 0 cw) 2x10 151-51, 1TA" 12'-2" 101-111, = :-: LU 2x12 18'-2" 16-9" W-41' 12'-10" z -7) LJJ 0 �2x8 TREATED LEDGER w/(5)0.131 x 3"NAILS CD ROOF FRAMING NOTES: a — ICOUNT INTO EACI FLOOR a JOB NUMBER: Y: 1 ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP 16-1825 DUVAL TRUSS END/STUD W 2. ALL RAFTERS SHALL BE 2x8's Q 24"oc.(U.O.N.) LE: 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS CD Y4"=V-0"(U.O.N.) cl) DO NOT SCALE THIS DRAWING WITH(5)10d x 1;/2"NAILS EACH END ELEASE DATE: 4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FACE-NAIL 02-13-17 COLLAR TIES TO RAFTERS WITH(5)0.131"x 3"NAILS VISIONS: LOWERROOF LAYOUT 5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH (4)0,131"x 3"TOE-NAILS OMINAL SIZE LARGER RAWN BY: 6. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)N CMF J02(11) J \'N,�Joi THAN ADJOINING RAFTERS.(I.I.O.N.) L—TI X CHECKED BY: J01 ?`�j x 7. FASTEN RAFTERS TO CEILING JOISTS WITH(4)0.131"x 3"NAILS MJR FRIS L 11 u EF__ ul 8. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH Lu TITLE: 111 u E; 21 LOWER ROOF LAYOUT E; (3)0.131"x 3"TOENAILS REMOVED LEDGERS (D 9. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SIMPSON H8 U) TWIST STRAPS WITH(5)10d x 1 Y2"NAILS EACH END OF STRAP HEET: 0 S �5 0 D