1771 Beach Ave SEE DETAIL C2/S-300 t
FOR REINF. INFO. t TR A
A g ■� C D
A 8 C � D
(2) 5x4-0 11'-10" 11'-10,�" 11',.10" � � 11'-10" 11 -10i
"
" 2'-3» 2 -3 FIELD VERIFY. FIELD VERIFY. FIELD VERIFY. 2 3 2'-3" EXISTING L' 6x6 POST FIELD VERIFY. FIELD VERIFY. FIE VERIFY. NEW PT 6x6 POST RESIDENCE
LONG. _ Tf'P. 4-PL S. ALONG COL.LINE 1
_ --_ I DRILL & EPDXY __ _ '1 F —__ r'-.-- __..1 TO REMAIN - CONTRACTOR TO VERIFY
�- "� R EXISTING COL. BASE MIN, SIMPSON ALONG COL.UNE 1
GROUT (2)#5x2 0 ( I
" l ( C966 or EQ. REQ'D. I Al l & 2-PL'S ALONG COL.UNE 2 PORCH / DECK ADDITION
I I LONG MIN.9 EMBED! I � I I � � I I S-300
I F I I INTO EXISTING FTG. I
L
— s _ -- -Y PROVIDE "x4"x2'-0"
DRILL & EPDXY
. PLATE - . 0 II CUENT
GROUT (2)#5x1'-6" 77.#5x3'-6"LONG 1 SEE FTG. 0 COL.UNE
NEW/EXISTING
LONG MIN.9" EMBED � T&B EA.SIDE Of 3'-9" 3'-9" $3 1A FOR REINF. ( ( �
INTO EA.SIDE OF EXISTING FDN. _300 Mr. & Mrs. Mitch Trager
EXISTING FIG. I I 3'-9" 3'-9" I I " ISI � 1771 Beach Avenue
Atlantic Beach, FL 32233
EXISTING WOOD
DECK TO REMAIN "' �7
`7
» DRILL & EPDXY GROUT »
(1) 5x4 -6 3'_0" 2'-0" (3) 5x1'-3"LONG MIN. EXISTING DECK " " i FIN.FLR. ELEV. 9 -7
LONG. 2 -0 3 -0
FIELD VERIFY. ARCH11tCT
9" EMBED INTO EXISTING FTG. TO REMAIN
DRILL & EPDXY GROUT ELEV. 0'-�0" SEE FTG. O COLUNE I�
-' G L NE _
R " _—�� -"� � - - - - - - - — - - - - - -- - - - - I VIALLC
(3)#5x2 -1 LONG MIN. 2A FOR OPP HAND REINF. I I NEW PT.6x6" — NEW PT.6x6" Concepts,
I 506 Third Street South
N 9" EMBED INTO EXISTING FTG. - a
Jacksonville Beach, FL 32250
FL No. AA2e0013S4
l — — --- — — — — — — — — — — — — " EXISTING STRUCTURE NOT I '
L _ FIELD VERIFY SIZE & EXISTING GROUND FLR. & EXISTING I ( ._J �� III ( IN SCOPE OF WORK TYP. I III( REQDCTOEXISTNG AS
(2)
FIGS. NOT IN SCOPE OF WORK.
(2)5x3'-6" TOP OF EXISTING FNO. CONTRACTOR TO FIELD VERIFY SIZE & PR0110E NEW PT 6x6 POST I I NEW PT.POST. STRUCTURAL
LONG. I DRILL & EPDXY GROUT T/FTG, ELEV. TYP. I ( I W/CI366 POST BASE I I G.M. Hit) Engineering, 1nG.
(1)5x1'-6"LONG MIN. I TYP. 2-PL'S. ( I I
8" EMBED INTO EXISTING FTG. ALONG COL.UNE 2 I ISI 303 Clearwater Drive
11l Ponte Vedra Beach, FL 32082
FL P.E. No. $2225
CrUffeate of Autharlsatlon No. 20181
CONTRACIOR
FouNDA T/ON PLAN 2nd l�LOOR AU I/NG PLAN Elite Building Contractus, Inc.
599 Atlantic Boulevard, Suite 1
Atlantic Beach, FL 32233
SCALE: 114 = 1 '--D" SCALE: 114" = 1 '-0" Cec125050
mss&
1. REFER TO ARCH.FLOOR PLAN FOR WALL LOCATIONS & DIMS. UCINCAL
2. REFER TO SHEET NO. S-300 FOR FOOTING SECTIONS AND DETAILS
3. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH
FBCR CHAPTER 4
4. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY
SUITABLE SUBSURFACE CONDITIONS
S. ASSUMED ALLOWABLE SOIL BEARING CAPACITYa 2,504 PSF
CONSULTANT
A 11'-10" 9 11'-1(> " C D A 11'-10" 11'-1 f} " 11'-10" D
T� P5 P5 FIELD VERIFY.
DENOTES POST SEE P1 DENOTES FUR. JOISTS P2 P2 P1 DENOTES POST SEE P4 DENOTES ROOF FIELD VERIFY FIELD VERIFY. � P4
FIELD VERIFY. FIELD VERIFY. FIELD VERIFY.
THIS SHEET FOR SEE THIS SHEET FOR F1N.FLR. ELEV.1 THIS SWEET FOR RAFTER SEE THIS SEE ROOF FRAMING Al
SCHEDULE OF SIZE & SCWEOULE OF SIZE & 23'-1 SEE SCHEDULE FOR TYP. SHEET FOR SCHEDULE LEGEND FOR RAFTER/ A2
FIELD VERIFY. Al -°AGER O BEAM/BEAM, SCHEDULE OF SIZE & s-3oo
REQ D. STRAPPING. ( SPACING I S-3tIo I I REQ D. STRAPPING. ,■„� ,.,�
OF SIZE & SPACING RIDGE CONNECT. 5300 -
■m1M
DB5 DB6 D95 .-
_ �'�, RF1 RF1 4 :
y
L C1
DB4 S-3oo DB4 Contractor to provide all RF1 RF1
Z-max connectors by DPP. n
DENOTES BEAM Simpson Strong-Tie (or
HAND
SEE THIS SHEET ... I Equal) or Stainless Steel."
FOR SCHEDULE OF DB2 DJi DB3 DJ2 DB3 DJ1 D$2 A i H2
SIZE, NAILING .i DENOTES BEAM H 1 LOPE 3 12
A "� M SEE THIS SHEET
FIELD VERIFY FIELD VERI
H2 i SLOPE 3 1 H 1
& BEARING. DB4 DB4 CONTRACTOR TO SHORE UP EXISTING FOR SCHEDULE OF RF1 RF1
FRAMING PRIOR TO REMOVAL OF SIZE, NAILING &
EXISTING LOAD BEARING ELEMENTS. BEARING.
BEAM BEARING PROVI J
" BEAM BEARING (3)SIMPSQN LSTA15
ELEV. 28'-8 ELEV. 31'-8" ACROSS RAFTER/RIDGE
CONN TION TYP.
II
23
RF2 RF2
Z
P3 P6 P6
_
TYP. 0 D83 I ( EXISTING CANTILEVER BALCONY EXISTIN TO HEADER TO ISTING \-ExisnNG
HEADER TO
STRUCTURE TO ISE REMOVED TO
EXISTING HEXER S-3oo & 2 SIM, INSTALL NEW STRUCTURAL FRAMING. I (REMAIN. REMAIN. REMAIN.
�I TO REMAIN. P7 H3 H3 ; p
H5 H4 H4 H5 I EXISTING WOOD 'FRAME
STRUCTURE TO REMAIN.
D82's TO 8E NOTCHED 4 " � V ,
NO. REVISION/ISSUE DATE
TO BEAR ON EXISTING " CONTRACTORS OPTION O NEW D83's ALL EXISTING HEADERS w/TAG TO BE \-ALL EXISTI HEADERS w AG TO BE
PLATE w/SIMPSON H8 CLIP TO BE NOTCHED 4 TO BEAR ON MINIMUM SIZE CALLED OUT IN LEGENI?
MINIMUM E CALLED OUT IN LEGEND.
O D82/PLATE EXISTING TOP PLATE w/(2)SIMPSON w/MIN BEARING NOTED.
H8 CUPS or PROVIDE (2)2x _
BLOCKING BETWEEN EXISTING JOIST
w/(2)SIMPSON A34 CUPS EA.END &
INSTALL HANGER 0 D83/BLOCKING.
GROUND , 2ND
3rd FLOOR FRAMING'PLAN ROOF FRAMING FLAN 3RD & ROOF
z
SCALE; 1/4" = 1 '--0" SCALE: 1/4" — 1 ,--O" PLANS
D
SCHEDULE FOR POSTS SCHEDULE FOR BEAMS D
LABEL POST SIZE FASTENING TOP ADDITIONAL NOTES FASTENING BOTTOM LABEL_ SIZE
FASTENING HANGER MIN BEARING A °
ABL � A
SE SCT DN Al/6-30 SE ALIS-3 0 OR DBI 3-PLY 2x12 #2 SYP PT A 5 5 / 5
P1-P4 6x6 #2 PT SYP P1-EXISTING 5
POST/POST CONNECT C
DB2 3-PLY 2x12 #2 SYP PT A H 212-3 .0 /
P2-P5 6x6 #2 PT SYP E SCT ON AI/S-300 P2-EXISTING E AI/S-300 OR '
LIST/P ST ONNECT DB3 3•-PLY 1,75Xi1,25' 2.0 PT PARALLAM 6 HHU 5,50/10 .0 / 15 A MINIMUM = 2" C = 6-7/8' "
SEE AI/S-300 FOR 8 MINIMUM = 3 D = 12 E MINIMUM = 3 " "
it P3-P6 6x6 #2 PT SYP EE SECTION Ai/5300 P3-EXISTING POST/PLIST C[]NNECT DB4 2-PLY 2x12 #2 SYP PT A LUS210-2 1�5 ! ,7 J B MINIMUM = 2 C s 7-7/8
DB5 3 PLY 2x12 #2 SYP PT A 4 2 5 CONNECTORS ARE. 16D COMMON NAILS M 3" D 12" PERMIT
P4-H1 6x6 #2 PT SYP EE S CT ON Al/S-300
DB6 3-PLY i?x12 #2 SYP PT A 2.75 / .7 NAILING SCHEDULE APPLIES TO BOTH SIDES OF THE MEMBER. CONNECTORS ARE: 16D COMMON NAILS DOCUMENTS-
H1
PS-HC x6 #2 PT SYP EES TON 1/S-300 3-PLY 2x12 #2 SYP PT A 5.5 / 5.5
P6-H1 6x6 #2 PT SYP SEE SCT ON Al/S-300
H2 3-PLY 2x12 #2 SYP PT A .5 / 5.5
P7-H2 3-PLY 2x4 #2 SPF EE SECTION Al/S-300 P7 TO H3 -H S 0 H3 2�-PLY 2x8 #2 SYP A 3.0 / 3.0 D 00090730 RAW AS SHG ` 1 =Q9
H4 2-PLY 1,75X11.875' 2.0 I_VL 5 3.0 / 3.0 MINIMUM NAILING FOR ALL DECK AND PROJ. NO. DWN BY SC. DATI_--
ROOF AND DECK FRAMING LEGEND
H5 2�-PLY 2x8 #2 SYP A 1,5 / 1,5 ! A PORCH BEAMS 2-PLY FROM BOTH SIDES --
LABEL MEMBER SIZE HANGERS ATTACHING TO PLATE CLIP RDGB1 2i-PLY 2x12 #2 SYP PT A 3-PLY FROM BOTH SIDES
DJ1 2x12 #2 PT SYP 16'DC LUS2 0/LUS210 2/D 3
DJC 2X12 #2 PT SYP 16'OC LUS2 6/LUS210 D 3 A MINIMUM 2"
_ D MINIMUM = 12"
S- 200.
M HILL E. -
2-HL53 1l G 1 EE A2/S-• 04 F R CON CT Td - _G
RF1 3-PLY 2x12 #2 SYP PT CONNECTORS ARE: 16D COMMON NAILS
H1 II. H =_ 52225 _
RF2 2-PLY 2x12 #2 SYP PT I -HL 3 H1l DGB1 SEE A2/S-� 0 F CONNECT Til
Hl It, H2
OAX. � .
I
I -
8 C
TRAGER
DRILL & EPDXY RESIDENCE
GROUT (3)#5x2"-0"
SCHEDULED 2x DECK BOARD LONG MIN.9" EMBED (3) 5x7—(3)#5x7T&8.
SEE ARCH. INTO EXISTING FTG. PORCH / DECK ADDITION
F �
CUM
I � C
Mr. S. Mitch Trager
1771 Beach Avenue
Atlantic Beach, FL 32233
PT.2x FLR. JOISTARCH-------- ----�
CT
SEE PLAN & SCHEDULE
FOR SIZE & HANGER. (3)#5x3'-6 ��
LONG T&B O 12"OC. DRILL & EPDXY
VIA Concepts, LLC
MAX SPACING EA.SIDE GROUT (3)#5x3'-0� 506 Third Street South
(3)PLY LVL.BEAM OF EXIF11NG FDN. LONG MIN.9" EMBED gi
SEE PLAN & SCHEDULE '-9" 3'-9" INTO EA.SIDE OF EXISTING Jacksonville Beach, FL 32250
FTG, FL No. AA20001354
{
STRUCTURAL
G.M. Hill Engineering, Inc.
303 Clearwater Drive
Ponte Vedra Beach, FL 32082
FL P.E. No. 52225
SECTION of Authorisation No. 20161
C� DECK BEAM / NEW FDN - @ EXISTING REINF.C1C2
FLR. JOIST
CONTRACTOR
SCALE: " SCAI E: +1= „
I!
Elite Building Contractors, Inc.
599 Atlantic Boulevard, Suite 1
Atlantic Beach, FL 32233
t C=2W50
TYP. O MIDDLE CONNE, ONS, PROVIDE (3)SIMPSON LSTA15 SCHEDULED NOM. 2
PROVIDE "THK SADDLE PLATE '+ STRAPS ACROSS RAFTER/RIDGE TONGUE & GROOVE DECK
TYP, O ENDS. CONNECTION TYP. BOARDS SEE ARCH.
CONNECTION w/j"O THRU
BOLTS O RAFTER/BEAM TYP. — KYWOOD
THICK EXISTING PT. 6x6" MIN. SIMPSON CB66
p a . o, _ SHEATHING POST TO REMAIN. POST BASE FIELD VERIFY. CONSULTANT
0 o EXISTING DECK
"T K. PLA JOISTS TO REMAIN.
1 2
PROVIDE H SADDLE TE
',. »
CONNECTION w/j O THRU _ EXISTING 18x18 SQ.
BOLTS O RAFTER BEAM TYP. � e CONC. PEDESTAL
2"NOM. T&G DECKING SEE ARCH. 1O RAFTER/
I T TO REMAIN.
N
FOR SPECS + MIN. "THK.
PLYWOOD- SEE NO ON S-100
FOR NAILING PATTERN. _
"
PT(3)2x RAFTER \ \ EXISTING FTG. - a
SEE PLAN FOR SIZE — \ \ \ BEAM BEARING HEIGHT SEE PLAN &CH w y
(I \ TO REMAIN. ---
& CONNECTION TO BEAMS • . ••. \ \ '� ELEV: 32—7 1/4'
fOR SIZE.
& RIDGE.
(FIELD VERIFY) (2)PT.2x RIDGE BEAM 2/_6N
l \ \ \ \ SEE PLAN & SCHEDULE FIELD VERIFY (3)#5 TOP & BOT. DRILL & EPDXY
BEAM BEARING HEIGHT
DOWELED MIN.9m EMBED INTO
`r ELEV. 29'-7 3/4 EXISTING FDN. TYP.0 NEW/EXISTING
.pry .,y • I \ \ 1 » s-
NEW PT.6x6 POST PT.(3)2x BEAM SEE PLAN ` \ (FIELD VERTEX) FDN'S.
FOR SIZE & CONNECT I\ \ \
SEE PLAN. TO COL \ \ V A \ '
\ ` _ -- OF RAILING
i \ ELEV. 42" A.F.F. CONTRACTOR TO FIELD VERIFY
HANDRAIL A \ \ \ �V\V\V\\� EXISTING CONDITIONS & NOTIFY
SEE ARCH. \V� \ \ \ \ \ NEW FDN.PRIOR TO INSTALLATION OF
SECTION � ROOF BNEW FDN . \@�' EXISTING
THifID FLOOR HF.ICHf\� ELEv: 23-1 1/4" (FIELD VERIFY) RAFTER B � C0NT. F N . @ NEW
W B3
PT,(3)2x BEAM J \ \ TOP OF NEW DECK " , „ Q E O
SEE PLAN. NEW(3)PLY PT.2x FLR. ''r ELEV. MATCH TOP OF EXISTING BALCONY S ALX: SCALE• 1
PARI JOISTS:SEE PLAN `
SBEAM EE PIAN. FOR SIZE & HANGER.
\ '
T/SCREEN SUPPORT
BEAM ELEV. 8'-6 1/2" \ \E ( EXTEND VERTICAL OF COL. NO. REVISION/ISSUE DA TE
EXISTING*ROOFL
PT.(2)2x6 FRAMED ( PORTION TO \ CAP PLATE TO THRU BOLT
BETWEEN COL TYP. REMAIN. I \\ \ RAFTER
NEW PT.6x6 POST I \ \
SLOPE
SEE PLAN. I\ \ \ \ \ \ \ \ --' (3)2x PT.RAFTER
\ — TOP OF RAILING SEE PLAN & SCHEDULE
BELE h 42" A.F.F.
NEW SECTIONS
6 POST HANDRAIL I \ \ \ 0
i
L ARCH. — \ \ \ \ \ \ \ \ — SECOND FLOOR HEIGHT 4 0
. '_ RAFTER EKING EL EV. DETAILS
PROVIDE J"x4"WIDEx - _ !! _ — � _ ELE/. 9 7 (FIELD VERIFY) SEE PLAN
2'-0" LONG PLATE w f[III
(2)J"O THRU BOLTS O � \\\ \ \ \ \ \ \ I U 1! V 3 2x PT.BEAM
NEW/EXISTING POST. EXISTING DECK I I \\\\\\\\\\ \\\\\ \\\\� f I II sEE PLAN & SCHEDULE
" FRAMING TO REMAIN.
a
EXISTING PT.6x6 I \ I T \ 0
POST TO REMAIN \\\
ISI \ \ \ \ \ t \ \ \
" SADDLE COL.CAP
D CONNECTION TYP.®
4 CORNERS FULL FACE PLATE
O ENDS.
GROUND FLOOR HEIGHT PERMIT
PT, POST DOCUMENTS
II ° �h SEE PLAN
• "tel ''�3f� _ - 00090730 RAW AS SHOWN 10-02-09
-- -_ PROJ. NO. DWN BY SCALE DA
S- 300
F
-
a -
-107
CROSS SECTION @ DECKS SECTION C CORNER POST BEAM
Al A2
SCALE: 1 Z4" =m 1 '— to
SCALE: "m 1 '-0" DATE