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388 11TH ST - REVISION 2-28-18 (2)CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date Y � Revision to Issued Permit Corrections to Comments_ Permit Project Address " 7 r Contractor / Contact Name C �Phone (Pi �t Email 11-k' Y 1 , coo Description of Proposed Revision / Corrections: Permit Fee D $��� Additional Increase in Building Value $ C2 Additional S.F. , �( ..a By signing bel J� �-- affirm the Revision is inclusive of the proposed changes. ( rinted name) Signature o Contracto Age (Contractor must sign if increase in valuation) Date Approved ZIC— Denied Revision/Plan Review Comments 60 17 fa Department Review Required: uilding Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services (Office Use Only) Not Applicable to Department - L.n '-S C' 10 ( !/P �a S. Pa Y, I- � 1,e. , -M� Reviewed By � Zo1 Date BE,4M 5GHF=7, ULFz 5t-11 ! (2) - 1rb" x 19'0 LVL 51"1- i 5M2 I (3) - 1C " x 10'0 LVL 511 - SHOP DRAWING REVIEW DISPOSITION ATTENTION: Review of shop drawings is only for confofmance with the design concept of the project and does not relieve the contractor of responsibility for any deviation from the requirements of the shop drawings. Contractor shalt determine and verify all field measurements. A APPROVED D RETURNED FOR CORRECTION ❑APPROVED AS NOTED 0 RETURNED WITHOUT ACTION D NOT APPROVED D SEE TRANSMITTAL LETTER COMMENTS O, DATE 20 F-;Ivr,,INC, FLCERT. 2 46 s.#202 jACKSONVILiE, t1-32154 {�01 S SIGN m die LA1'OLT SUP i�G�.D�S 4N'I' fi R�VfOU�L� RF -L �S�D TRUSS L � OUTS 1=0R TI�415 PROJ GT• T (1,EL. 2/-1/18) SI-IINCxLE LOADING 140 m.p.h. LUIND 12 EXPOSURE B 6� 4-3/Irb' HEEL CANTILEVER T'T'F(CAL TFU55 END A' ' 5EA"S E31' OTLERS UN_=SS NOTES ON A OUT_ ALL ROOF T',zUSS -ANC 2S RE Sil"IPSON -U52/a O�R ALL FLOOR--IANG--RS 4F-= 7L--4,-22 UNLESS NOT'^�:/ O =E2 ISE. BEARINCz NE IG4-47S �4aNGER TAKE01= 38) HUS2io _� PER PLAN I) HGU55.5�/14 1) HGU5412 12) HHU54h 25) THA422 2) HGU520-2 Il) LU524 NOTE IT 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TO SUPPORTING STRUCTURE PER REACTIONS SI-IO111N ON Tt-d1S5 ANDI OR PLFOR MECHANICAL F UMBIC(AAND THEIRECONNECTIONS) M TR1% SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY 15 A TRUSS MANUFACTURER WH05E RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED M WTCA I-Iee5 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIM5 ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRICTION NCLUDJW DESIBRACING OFDRAITIR1I55IE5OMANUEFION AND ACT�UURIED BYY THI5 COMPANY. CONVENTIONAL FRAM E TION+ ANENT BRACING 11 NOT THE R=SPONSIBILITY OF THE TRUSS DESIGNER, PLATE TRISSES ARE SZECAl1MANUFACTURTIONED TO SEEK PROFE5510NAL ADVIITUREP ECETING REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO PE�R'IANENTT BRACING AND CHHt)LMXr BEDURINGRED INTb�CIFICD APPLICATIONS. SEE GUIDE TO GOOD PRACTICE FORE CON INC, INSTALLING, RESTRAINING < BRACING OF METAL PLATE CONNECTED U, --CD Te -55c5 eECOM ND .ONS" CSS 2OO6i AGR NF -E^< NrOR"IA�'.ON. TRUSSES SHALL BE NSTALLED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TR155E5 SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF �;'A X\ FLOOR TRUSSES�\ TRUSSES ACCU-SPAN TRUSS CO. 407 LONGW OD / ORMOND BEACH / MASCOTTE 901 EFIG XMFERIG14N Joe NAME G044F=N FRE5IDENGE LOT/BLK/SUBDIV 3,a8 11T# 4 5TF,:1E T SCALE DATE DRAWN BY JOB NUMBER 2rv2015 JB/SLG 17002 IL ILEi�E:EiE,E:__�-�-i 1� _ low -MR �16 11_1,1 �Min_l�_iI1_ul0_II0_i§_i-_is_u� II I I I I I I I�I��I ! ! SHOP DRAWING REVIEW DISPOSITION ATTENTION: Review of shop drawings is only for confofmance with the design concept of the project and does not relieve the contractor of responsibility for any deviation from the requirements of the shop drawings. Contractor shalt determine and verify all field measurements. A APPROVED D RETURNED FOR CORRECTION ❑APPROVED AS NOTED 0 RETURNED WITHOUT ACTION D NOT APPROVED D SEE TRANSMITTAL LETTER COMMENTS O, DATE 20 F-;Ivr,,INC, FLCERT. 2 46 s.#202 jACKSONVILiE, t1-32154 {�01 S SIGN m die LA1'OLT SUP i�G�.D�S 4N'I' fi R�VfOU�L� RF -L �S�D TRUSS L � OUTS 1=0R TI�415 PROJ GT• T (1,EL. 2/-1/18) SI-IINCxLE LOADING 140 m.p.h. LUIND 12 EXPOSURE B 6� 4-3/Irb' HEEL CANTILEVER T'T'F(CAL TFU55 END A' ' 5EA"S E31' OTLERS UN_=SS NOTES ON A OUT_ ALL ROOF T',zUSS -ANC 2S RE Sil"IPSON -U52/a O�R ALL FLOOR--IANG--RS 4F-= 7L--4,-22 UNLESS NOT'^�:/ O =E2 ISE. BEARINCz NE IG4-47S �4aNGER TAKE01= 38) HUS2io _� PER PLAN I) HGU55.5�/14 1) HGU5412 12) HHU54h 25) THA422 2) HGU520-2 Il) LU524 NOTE IT 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TO SUPPORTING STRUCTURE PER REACTIONS SI-IO111N ON Tt-d1S5 ANDI OR PLFOR MECHANICAL F UMBIC(AAND THEIRECONNECTIONS) M TR1% SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY 15 A TRUSS MANUFACTURER WH05E RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED M WTCA I-Iee5 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIM5 ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRICTION NCLUDJW DESIBRACING OFDRAITIR1I55IE5OMANUEFION AND ACT�UURIED BYY THI5 COMPANY. CONVENTIONAL FRAM E TION+ ANENT BRACING 11 NOT THE R=SPONSIBILITY OF THE TRUSS DESIGNER, PLATE TRISSES ARE SZECAl1MANUFACTURTIONED TO SEEK PROFE5510NAL ADVIITUREP ECETING REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO PE�R'IANENTT BRACING AND CHHt)LMXr BEDURINGRED INTb�CIFICD APPLICATIONS. SEE GUIDE TO GOOD PRACTICE FORE CON INC, INSTALLING, RESTRAINING < BRACING OF METAL PLATE CONNECTED U, --CD Te -55c5 eECOM ND .ONS" CSS 2OO6i AGR NF -E^< NrOR"IA�'.ON. TRUSSES SHALL BE NSTALLED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TR155E5 SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF �;'A X\ FLOOR TRUSSES�\ TRUSSES ACCU-SPAN TRUSS CO. 407 LONGW OD / ORMOND BEACH / MASCOTTE 901 EFIG XMFERIG14N Joe NAME G044F=N FRE5IDENGE LOT/BLK/SUBDIV 3,a8 11T# 4 5TF,:1E T SCALE DATE DRAWN BY JOB NUMBER 2rv2015 JB/SLG 17002 GARAGE DOOR NOTES 1. INSTALL (1) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW 2. EMBEDDED STRAP AT EACH END OF GAF DOOR OPENING SEE DETAIL "F" ON SD -1 3 2x12 HEADER 2J 1 K OR 2 s4" x 74' LVL 2J 1K I1 3) 2x6 BUILT-UP III LII POST (MIN.) lll. IIIP oil IIa IIII 911 °; CIII 111. III. A S-9 Il{i {{I(2) 2x8 {II IIII 111 HEADER ......... Ilil z a r L" p �r IIII ._._ __.. 3) JACKS & vi (2) KINGS _ " {111 0 0 ©a) (1) JACK & (1) KIN THIS END OF HEADER 0 W IIII Ill THIS END III M N IIII HEADER III IIII ' 1111 ;°" Lu z�� . $-9 '►►{ � IIII IIl � :.. IIII , 1'11 IIII III �' . 1111 2x6 FRAMED IIII II#i III WALL 3 2x10 HEADER 2J 3K IIII 'SS 4" x 4"x Ya" 6) 2x4 BUILT-UP III STEEL COLUMN POST (MIN=) _ (SEE DETAIL "B" ON S-9) __ FTG03 (4) 2x6 BURT -f1 III �- — ^i — ..�.. III SOLD BUILT -U .. POST (MIN.) CORNER (MIN. III(5) 2x6 BUILT-UP POST) .....................C CN . III III x ' I}iI III CV r lII N III :................................................................... LOCK SOLID TO II BEARING AT III ........ .= — — RAISED BEAM ISED (2) 2x8 BEAM I1I LIC � I! uj � ILL 111 Lu� II pillco III Ill N 11 ...................:. III .............. II ;;, III (3) 2x4 BUILT-UP IIIFTG05 POST (MIN.) AISED (2) 2x8 NOTEBEAM ............. ... ................-.................... ; _. I ;:_ . ............. EACH FRONT POST SHALL BE TREATED .` -1 6x6 POST ON ABU66-Z POST BASE V? LOCK SOLID TO ' STRAP POST TO EACH BEAM ABOVECIO x BEARING AT .. . WITH (1) H6 -Z CLIP OR (1) MSTA24-Z RAISED BEAM ' TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "U" ON SHEET SD -3 (3) 2x6 BUILT-UP POST ALIGNED w TRUSS Al2 ABOVE INSTALL SOLID BLOCKING BETWEEN FLOORS • .•.•• ..' w w w w w�� w tires sy w �s "fir w w w w w TOENAIL SHEARWALLsi DOUBLE PLATE TO KNEEWALL BOTTOM CHORD w10.131" x 3' ' f NAILS @ 4" O.C. r (ALTERNATE SIDES) i � X i —771 WALL LAYOUT —FIRST FLOOR 2 2x8 HEADER 2) 2x6 BUILT-UP III THIS OPEN PORCH CEILING 1J 3K POST (MIN.) REQUIRES A MINIMUM Y" SHEATHING FASTEN WITH 6d COM OR BOX _ _. AILS AT 6" O.C. ON EDGES AND 12" O.C.'IN THE FIELD SW -3 x111 (4) 2x6 BUILT-UP f II I POST (MIN.) AT Itm III II RAISED HEADER IlI L --DO NOT BALLOON II{ III FRAME WALLS III III I �I{I III �lII III I 0111 S Ill 0111 III II XIII III X111 Q III II III � III !If A III (I 111 � III •�,.• III II III VIII y1 `.' III IIII III II Lu Till III 1I 111 III IIII SII II ill (4) 2x6 BUILT-UP ! II III POST (MIN.) AT SW -3 .;.' , �I R RAISED HEADER SDS It (2) 2x6 BUILT-UP ...... POS (MIN.) X cr- Ni CN 1 X 8D-3 ................................................................................... (3 134" x 9y" LVL 2J 3K Q REVISED FOR TRUSS CHANGE A CHANGED HEADER SIZE NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF 11'-1 %s" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 1 T-1 Ya" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS ci c LU rn `ry E 8 LLT E v j 2 oc c _ Q a> N � c W Q= u, cn=D M oQ c Lu N Z o o ti rn �n co Li: J! � �0 c � N OR O 0 cr) r� oo co r FLORIDA C.A. NUMBER: 25846 ca c c 3 CO E N ,� • 0- '•p`r:ll cu E , JESSE m ____ FIL PE No. 78 C�OMMENTS: 9 a 0 m ca c a) c c i V i a III R � iIi SD -3 2) 2x6 BUILT-U.P POST ALIGNED iv/ I! I TRUSS B08 ABOVE o ill _ INSTALL SOLID BLACKING a-111 0 E BETWEEN FLOOk$ W SHEARWALL LEGEND: li I Lu 0 F— ::::::::::: = NON-BEARING WALL III ©= BEARING WALL m m 1 OTE: (I N EACH REAR POST SHALL BE TREATED Ill 6x6 POST ON ABU66-Z POST BASE #I X mill STRAP POST TO EACH BEAM ABOVE 0 (3 co In III WITH (1) H6 -Z CLIP OR (1) MSTA24-Z LuW TYPICAL ALL POSTS - (U.O.N.) SHEARWALLS FASTENED WITH 8d COM (0.131"x 2Y") NAILSC I1I SEEDETAIL "U" ON SHEET SD -3 @ 3" O.C. ON EDGES AND 12' O.C. ON INTERMEDIATE SUPPORTS m IIII 'SS 4" x 4"x Ya" 6) 2x4 BUILT-UP III STEEL COLUMN POST (MIN=) _ (SEE DETAIL "B" ON S-9) __ FTG03 (4) 2x6 BURT -f1 III �- — ^i — ..�.. III SOLD BUILT -U .. POST (MIN.) CORNER (MIN. III(5) 2x6 BUILT-UP POST) .....................C CN . III III x ' I}iI III CV r lII N III :................................................................... LOCK SOLID TO II BEARING AT III ........ .= — — RAISED BEAM ISED (2) 2x8 BEAM I1I LIC � I! uj � ILL 111 Lu� II pillco III Ill N 11 ...................:. III .............. II ;;, III (3) 2x4 BUILT-UP IIIFTG05 POST (MIN.) AISED (2) 2x8 NOTEBEAM ............. ... ................-.................... ; _. I ;:_ . ............. EACH FRONT POST SHALL BE TREATED .` -1 6x6 POST ON ABU66-Z POST BASE V? LOCK SOLID TO ' STRAP POST TO EACH BEAM ABOVECIO x BEARING AT .. . WITH (1) H6 -Z CLIP OR (1) MSTA24-Z RAISED BEAM ' TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "U" ON SHEET SD -3 (3) 2x6 BUILT-UP POST ALIGNED w TRUSS Al2 ABOVE INSTALL SOLID BLOCKING BETWEEN FLOORS • .•.•• ..' w w w w w�� w tires sy w �s "fir w w w w w TOENAIL SHEARWALLsi DOUBLE PLATE TO KNEEWALL BOTTOM CHORD w10.131" x 3' ' f NAILS @ 4" O.C. r (ALTERNATE SIDES) i � X i —771 WALL LAYOUT —FIRST FLOOR 2 2x8 HEADER 2) 2x6 BUILT-UP III THIS OPEN PORCH CEILING 1J 3K POST (MIN.) REQUIRES A MINIMUM Y" SHEATHING FASTEN WITH 6d COM OR BOX _ _. AILS AT 6" O.C. ON EDGES AND 12" O.C.'IN THE FIELD SW -3 x111 (4) 2x6 BUILT-UP f II I POST (MIN.) AT Itm III II RAISED HEADER IlI L --DO NOT BALLOON II{ III FRAME WALLS III III I �I{I III �lII III I 0111 S Ill 0111 III II XIII III X111 Q III II III � III !If A III (I 111 � III •�,.• III II III VIII y1 `.' III IIII III II Lu Till III 1I 111 III IIII SII II ill (4) 2x6 BUILT-UP ! II III POST (MIN.) AT SW -3 .;.' , �I R RAISED HEADER SDS It (2) 2x6 BUILT-UP ...... POS (MIN.) X cr- Ni CN 1 X 8D-3 ................................................................................... (3 134" x 9y" LVL 2J 3K Q REVISED FOR TRUSS CHANGE A CHANGED HEADER SIZE NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF 11'-1 %s" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 1 T-1 Ya" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS ci c LU rn `ry E 8 LLT E v j 2 oc c _ Q a> N � c W Q= u, cn=D M oQ c Lu N Z o o ti rn �n co Li: J! � �0 c � N OR O 0 cr) r� oo co r FLORIDA C.A. NUMBER: 25846 ca c c 3 CO E N ,� • 0- '•p`r:ll cu E , JESSE m ____ FIL PE No. 78 C�OMMENTS: 9 a 0 m ca c a) c c i V i a ca 2 _ ...,, 0 E W SHEARWALL LEGEND: 8 Lu 0 F— ::::::::::: = NON-BEARING WALL Z ©= BEARING WALL m m V Z LU e- OO SHEARWALLS FASTENED WITH 8d COM 0.131' x 2Y" NAILS 6' O.C. ON o CL W 0 (3 co @ EDGES AND 12" O.C. ON INTERMEDIATE SUPPORTSF- LuW .... SHEARWALLS FASTENED WITH 8d COM (0.131"x 2Y") NAILSC Q @ 3" O.C. ON EDGES AND 12' O.C. ON INTERMEDIATE SUPPORTS m V a SBS = SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL c r w 17-1278 JOB NUMBER: couNTY.DUVAL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. v> Y" =1'-0" (U.O.N.) NOOD FRAMED HEADER LEGEND: -r DO NOT SCALE TNISDRAWING IELEASEDATE: 08-21-17 SI OF HEADER c ,;, ItVISIUMDENOTES 19 02-20.18 DENOTES QUANTITY-/ \DENOTES QUANTITY Q OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) O i BY: CMF .ED BY: JJJ WALL LAYOUT FIRST FLOOR S-3 LOWER ROOF LAYOUT RE—AN SCREDULE BEAM I.D. BEAM SPECIFICATIONS BMl (2)13 /" x 16" 2.OE 3100 lib LVL BM2 (3)1 Y4" x 16" 2.0E 3100 F LVL TRUSS CONNECTORS TRUSS ID LEFT INTERMEDIATE RIGHT H03 HTS24 (2) HTS24 ALL OTHER TRUSSES (ROOF) H2.5T OR H2.5T OR SDWC 15600 SDWC 15600 H2.5T OR SDWC 15600 NVIt: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS 5) RAISED HEEL TRUSSES (DEFINED AS HEEL HEIGHT GREATER THAN 6") REQUIRE SPECIAL CONNECTION DETAILS. REFER TO DETAIL "AA" ON SHEET SD -3 3FALSE BALCONY ,E SHOP DRAWINGS VIEW REVISED FOR TRUSS CHANGE ® CHANGED FRONT GARAGE FROM GABLE ROOF TOP HIP ROOF ADDED (3) FLOOR TRUSSES AND EXTENDED TRUSSES F06A ci c � cc c 4 uo W N m ch LL O 61 LLI O %� N c O CD CIO a LLJ Y J '€ m TL W r- X d cotm m •; O N yc Q 00 co CR � 0 O O Q o c �O G FLORIDA C,A, NUMBER: 25846 o m ID ca L O %iiwl �, YY ESSL op 4� • '', •� FILO% , JESSE�'°si,IA���st L— ca FL PE Nto. c OMMENTS: 23 m C O U O 'a m C U CD .o 0 0 c m w cn c c� vi C O) �s m -o t -- vi c rn m v� c� m u� c c r `D 0 ca m m S W 2 .� E = W 8 LLJ I� m co 83Z W r = o0 s ci a W ~ Q Go W W W JOB U ER: 17-1278 COUNTY: DUVAL va m` Y" =1'-0" (U.O.N.) gy DO NOT SCALE THIS DRAWING ELEASE DATE: 08-21-17 U c 19.1 02-23.18 a RAWN BY. CMF CHECKED Giii BY: W TITLE: LOWER ROOF LAYOUT c HEEL• 0 N U 2x6 (3) 2x1 TO HEADERS ABOVE wd 0.131"x 3" NAILS @ 6" O.C. STAGGERED m WALL 2x4 LES @ 16" O.C. 0 INNER HEADER 2x6 LEDGER ATTACHED TO STUDS @ 16" O.C. ROOF w/ (4) 0.131"x 3" NAILS. FASTEN SHEATHING SHEATHING TO LEDGER AT EDGE NAILING PATTERN TRUSSES SECOND FLOOR WALL SHEATHING 3) 2x6 BUILT-UP POST Y" x 10"x %" BASE PLATE Y" SIDE PLATE M2 4 WELDED TO BEARING 2nd FLOOR WALL 2x8 LEDGER ATTACHED T PLATE (TYP.) X" SIDE PLATE 4 4. a v 44'-a WELDED TO BEARING v'c� BM2 PLATE (TYP.) NOTCH BEAM o 0 o 8" x 6"X Y" 2x6 RAFTERS @ 24" O.C. OVER BEARING BEARING o o PLATE PLATE il ' (6) Y" x 4Y" SDS SCREWS 4 TYP. TOP& % " STAGGER TO AVOID 4 a BOTTOM ALIGNING SCREWSTO 4 Q FROM BOTH SIDES \ rXTHICKx3y"WIDExV' MIN. 48 8"x6"xV P PAD AD OTING O OTING BEARING PLATE LONG STEEL PLATE WELDED s 0 d • •(SEE SS 4" x 4" xYa" TO STEEL COLUMN BELOW 44 MEMBER 4 4 STEEL COLUMN HSS 4" x C xYa" WOOD TOP PLATES wl (2)Y" x 3" SDS SCREWS SDWC15600 4x4 STEEL COLUMN ATTACH TO DOUBLE PLATE 4 Ye x 6" SDS SCREW w/ (2) %& " BOLTS wl NUT WASHER - STEEL COLUMN CENTERED IN (TYP. EACH SIDE OF STEEL 2x6 WALL COLUMN - (4) BOLTS TOTAL) TO ACHIEVE MIN. 3" EMBEDMENT) (TYP.) 1 FRONT VIEW Y" x 10"x %" BASE PLATE E I \ nl=TAN - SUB -FLOORING NSTALL 2x10 BLOCKING BETWEEN JOIST. TOENAIL AT THESE EDGES wl0.131" x 3" NAILS @ 4 O.C. (TYPICAL) PEN WEB TRUSS ---DOUBLE PLATE — OF SHEARWALL U U WALL BLOCKING FLOOR WALL TRUSS 2x4 LEDGER vii 0.131" x 3" @ 3" O.C. DOUBLE TOP PLATE %$" RATED SHEATHING wl 0.131" x 2 Y" @ 3" O.C. XTEND SHEATHING UP SIDE OF TRUSS TOENAIL EACH RAFTER TO LEDGE COLUMN WELDE TO BASE PLATE ,Q 4*.. d wl (2) l" x 16" EPDXIED ANCHORS d 4v 4 q q 4 u 2nd FLOOR WALL 2x8 LEDGER ATTACHED T d 4 a .4 d 44 4 4. a v 44'-a 04 v'c� NAILS @ 16" O.C. 2x6 RAFTERS @ 24" O.C. 4 il 4 4 MEMBERS SHALL BE TREATED (D 4 a d SDWClW RAFTER 4 Q 4 a d MIN. 48 u.l P PAD AD OTING O OTING cn s 0 d • •(SEE Tj FOUNDATION PLAN) 44 MEMBER 4 4 Q wl (2)Y" x 3" SDS SCREWS SDWC15600 4x4 Z o 4 Ye x 6" SDS SCREW ESB-SECTION - STEEL COLUMN (POCKET SCREW AS REQUIRED E I \ nl=TAN - SUB -FLOORING NSTALL 2x10 BLOCKING BETWEEN JOIST. TOENAIL AT THESE EDGES wl0.131" x 3" NAILS @ 4 O.C. (TYPICAL) PEN WEB TRUSS ---DOUBLE PLATE — OF SHEARWALL U U WALL BLOCKING FLOOR WALL TRUSS 2x4 LEDGER vii 0.131" x 3" @ 3" O.C. DOUBLE TOP PLATE %$" RATED SHEATHING wl 0.131" x 2 Y" @ 3" O.C. XTEND SHEATHING UP SIDE OF TRUSS TOENAIL EACH RAFTER TO LEDGE o wl (4) 0.131"x T NAILS u 2nd FLOOR WALL 2x8 LEDGER ATTACHED T N tt�! FRAMING w/ MIN. (4) 0.131"x 3" 04 v'c� NAILS @ 16" O.C. 2x6 RAFTERS @ 24" O.C. ALL EXTERIOR BRACKET il � W MEMBERS SHALL BE TREATED (D SDWClW RAFTER TO BEAM (TYPICAL) MIN. 48 u.l cn ALF -LAP JOINT IN MEMBERS 44 MEMBER N Lu wl (2)Y" x 3" SDS SCREWS SDWC15600 4x4 Z o 19 Ye x 6" SDS SCREW TO BEAM (POCKET SCREW AS REQUIRED CD a TO ACHIEVE MIN. 3" EMBEDMENT) (TYP.) Q cD 3 4x4 DIAGONAL Ya" x 4Y" SDS SCREW MEMBER (POCKET SCREW AS REQUIRED 0 TO ACHIEVE PROPER EMBEDMENT) oo T t" cc 0 SHEATHING (AS NOTED) NOTE. ALIGN BRACKET SCREWS W. 4x4 MEMBER TO PENETRATE INTO STUDS 0 FLORIDA C.A. NUMBER: 25846 (NOT BETWEEN PLIES OF JACK / KING STUD POST TYPICAL IF NOT ATTACHING TO 1st FLOOR WALL SOLID 4x4 POST) SEpo• Y" x 6" SDS SCREW ns AI CHANGED DETAIL f t. . REVI � o c u N tt�! 04 v'c� E � c a � W (D CN u.l cn N Lu Z o 19 w CD a Q cD 3 co co ao rn CL 0 oo T t" cc 0 0 FLORIDA C.A. NUMBER: 25846 ccs ''l, SEpo• ns '{ +Wi E 7, ; W - a +z= ��` , c ` cu JESSE"dA141 E, PE FL PE No. 78623 � OMMENTS: rn c m s U O .Q ij W O C m cB C3) C t0 N C C77 coO W -G7 ce cc W W FE C W "t7 IC co cQ W vi rn c cu .a W We c .c Q S 0 ccc w w s r O t- 0 W 0 ,� Lu 0 O E-- V) J= W Zuj � W OO We W F Q OO Z LLJ LIJ W c v a J05 NUMBER: CO rNTY: 17-12781 DUVAL Lli (D Y" - T-0" (U.O.N.) D0 NOT SCALE THIS DRAWING ELEASE DATE: 08-21-17 d -r oy c DRAWN BY. GMF .5 c CHECKED BY: LLJ m TITLE: DETAILS W T SHEET: 0 N S�9r- O