1477 Linkside Dr 2013 Revisions TAR010
RESIDENCE
SEE ELEVATIONS
SEE ELEVATIONS 2x6 C EA MIN FOR ROOF PITCH
CL
U
FOR ROOF PITCH 2d ILS
0�T
Tt
@ EACH T SS
SYM RIDGE BI=* 2x6 CONT-CLEAT MIN SEE FRAMING PLAN
@ EACH TRUSS SEE FRAMING PLAN EXISTIN4 ROOF SIMPSON H3 MIN
w/(3)12d NAILS FOR SIZE&SPACING
I y I I I I I I I I I I I I I I I I 1 1477
EXISTING ROOF-----_ IMPSON H3 U_O.N. EXISTING
SHIN"E ,RQOFIN
(�ATCH EXISTING) LINKSIDE DR .
OR RAFTERS
ISTING
ROOFTRUSS ROOF VALLEY DETAIL AT BEA H
FOR R F PITCH
FOR 5
I I V1 EXISTING
X
ROOFTRUSS
N.T.S.
ROOF RIDGE TIE-IN DETUL
SIMPSON"LSTA24*STRAP 32233
N.T.S. SEE ELEVATIONS
or IDE OF RIDGE FOR ROOF PITCH
(2)2x4 JACK STUDS EX]STING ROOF
or 4x4 POST 2X6 CONT.CLEAT MIN SQUARE FOOTAGE
(1)SIMPSON LSTA24 w/(3)12d NAILS
@EACH PAIR OF RAFTERS @ EACH TRUSS
4x4 P.T POST OR SIMPSON H3 @ EACH RAFTER SEE EL*ATIONS
TyP.U.O.N.
OR SIMPSON H'
LOAD BEARING WALL I�1A 1A SEE ELEVATIONS TyP_U*O*N FOR ROPF PITCH SIMPSON H3 MIN
or TPL. CEILING JOIST FOR ROOF PITCH RIDGE BD.
11 fill�I/kI SEE FRAMING PLAN RAFTER EXISTING
FOR SIZE&SPACING
L-1 Lj (SEE FRAMING PLAN OOFTRUSS
U*�COLLAR FOR SIZE AND SPACING)
�LeR
@4!-0-O.C.
r
RIDGE DETAIL ROOF RIDGE DETAIL SHED OOF TIE-IN DET L CONTRACTOR SHALL VERIFY ALL
WP. SUPP01M DETAL
(N.T.S.) N.T3. N.T.S. CONDITIONS AND DIMENSIONS
NEW PORCH EXISTING HOUSE AT THE JOB SITE AND NOTIFY THE
CONNECT TO CONVENTIONAL FRAME RIDGE ARCHITECT OF ANY
YP RIDGE DIMENSIONAL ERRORS , OMISSIONS
OR DISCREPANCIES BEFORE
NORTH ELEVATION H3 CLIP or=(R&L) BEGINNING OR FABRICATIING ANY
RAFTER(SIZED AS PER PLAN) ROOF FRAMING WORK.
SEE PLAN RAFTER @ 24-O.C.
X42P CLIP @ EA. SIDE(OPTION#1) OVERFRAME
2x6 CONT.CLEAT MIN
7
WIND TIE 2x4 MIN.(OPTION#2)
w/(3)12d NAILS THESE DRAWINGS ARE THE
@ EACH TRUSS
RAFTER(SIZED AS PER PLAN) PROPRIETARY WORK PRODUCT
AND PROPERTY OF VERMEY
COLLAR TIE(2x6 MIN.)
@ 48"O.C. ARCHITECT , DEVELOPED FOR THE
EXISTING ROOF EXCLUSIVE USE OF VERMEY
I f I I L I H3 or=RAFTER TO LEDGER ARCHITECT . USE OF THESE
NOTE: COLLAR TIE SHALL BE PLACED DRAWINGS AND CONCEPTS
AT THE TOP 1/3 PORTION OF CONTAINED THEREIN WITH
CONNECTIN RAFTERS. THE WRITTEN PERMISSION OF
VERMEY ARCHITECT IS
C1wIr11GLE, RQQFIN, ROOF OVER—FRAMING DETAILS PROHIBITED AND MAY SUBJECT
/t�UXfEH EXISTIN N.T.S.
COLLAR-TIE DETAIL U TO A CLAIM FOR DAMAGES
N.T.S. FROM GERARD VERMEY
GENERAL NOTES: REVISIONS :
PROJECT SUMMARY: FOOTAGE
310 sq.ft. PORCH ADDITION
4x4 P.-T POST w/ WOOD FRAME CONSTRUCTION NEW PORCH 310'
& CONVENTIONAL FRAME ROOF
A.P.A. OR TECO RATED SHEATING ON ROOF DECK.
HARDI–LAP SIDING NEW H&C: 01 ROOF SHEATING SHALL BE 7/16- A.P.A. RATED (MIN.) 200 SYP#2 RIDGE BEAM
on 2x4 WOOD FRAMING NEW UNDER ROOF: 310' NAIL PATTREN: 8d RING–SHANK NAILS
SHINGLE ROOFING NEW SLAB: 119, 6" O.C. EDGE & 6" O.C. FIELD SIMPSON "H3" CLIP or
over 151b FELT PAPER TYP 0 EA. RAFTER
ATTIC INSULATION: NOT REQUIRB
(MATCH EXISTING)
2x6 COLLAR–TIE 0 48" O.C.
SII
T'
NEW PORCH ROOF PITCH 5:12 SHINGLE ROOFING (SEE COLLAR–TIE DETAIL)
(MATCH EXISTING) over 151b FELT–PAPE
EXISTING HOUSE 8'-0- PLATE HGT. (TYP.)
(MATCH EXISTING)
(MATCH EXISTING) 2x8 SYP#2 RAFTERS 0 24" O.C. x7\
(SEE BIRDS MOUTH DETAIL) 12 Vermey Architect
HOUSE F.F. ELEV. SHALL BE 8- ABV. GRADE (MIN) 5 FF_--- 0 0
(TYPICAL ALL AROUND) SIMPSON "H2.5A" CLIP or = 0 0
SOUTHELEVATION TYP. 0 EA. RAFTER
CEILING FINISH & COLUMN FINISH AS PER OWNER 420 Third St. South
Y4p$ CONCRETE PARKING & SIDEWALKS NOT SHOWN MErAL EDGE DRIP 0 0 Jacksonville Beach , Fl .
NO MECHANICAL, ELECTRICAL, OR PLUMBING
INVOLVED IN THIS PROJECT. 2x4 P.T. SUB–FASCIA wfl2x6 SYPJ2 CEILING JOIST 32250
SIMPSON LUS26" HANGERJ
WOOD FASCIA or = 0 BEAM & (904)246- 1150
(MATCH EXISHNG) (4) 12d NAILS 0 RAFTERS
WOOD SOFFIT (VENTED)__"_� (2)2xlO SYP#2 BEAM
(MATCH EXISnNG) w/ 1/2" FLITCH PLATE
16"EAVE TYP.
(MATCH EXIST.)
CEILING FINISH AS PER OWNER
(2)SIMPSON -MSTA24- STRAP—
APPROX. BLDG. HGT.(14'-6'p) (2)2xl2 SYP#2 BEAM
or 0 EA. POST
w/ 1/2" FLITCH PLATE
z
_j
LU
SHINGLE ROOFING
(MAT H EXISTING)
HARDI–LAP SIDING
4x4 P.T. SYP#2 PO
ST
———— — ———— ———— —— —— — — — —— - --- 8' PLATE HGT. (SEE POST DETAIL)
SIMPSON "ABU44" BASE CONC. SLAB-4" THICK (2500 psi) w/FIBERMESH Lic.No.: AR4630
or = 0 EA. POST REINFORCEMENT over VAPOR BARRIER
on TERMITE TREATED, COMPACTED EARTH Drawn
4x4 P.T POST
16, 4"
GRADE
PLANS- 6
ez
12"
UNLIMITED .
-1 Reviewed
GRADE
F.F. ELEV. (0'-0-) 16-(D)x12-(W) MONOLITHIC FOOTING
12 GV
w/(2) #5 REBAR CONT. n
NEW PORCH (2500psi–CONC) FILE COPI Draw Date:
EXISTING HOUSE ...... 08 / 12 / 13
TYPICAL SECTION REVIEWED FOR CODE COMPLIANCE Print Date:
012 / 05 / 13
EAST ELEVATION CITY OF ATLANTIC BEACH
N.T.S. SEE PERMrrS FOR ADDMONAL
X" REQUHW_hffiM AND CONDMONS. Page.
.......... REVMWEDBY. DATE. 12-4!�-15 A
f 4
2013
Rv
4"THICK CONC.SLAB 2WO psi FOUNDATION NOTES: FOOTAGE
w/FIBERMESH REINFORCEMENT SLAB
-4.
over 6 MIL.VAPOR BARRIER 4' 4 FOOTING.-- NEW PORCH 310' PITCH 5:12 VENTILATION FOR GABLED AND HIPPED ROOFS: F.B.C. (SECTION R806) TROIO
ROOF NOTES: ROOF VENT NOTES:
on TERMITE TREATED,COMPACTED EARTH A A
GRAD I 16"(D) x 12"(W) MONOLITHIC FOOTING (SEE ROOF PLAN) VENTILATION SHALL BE PROVIDED TO FURNISH CROSS VENTILATION OF EACH
1 w/ (2) #5 REBAR CONT. NEW H&C: 01 SEPERATE ATTIC SPACE WITH WEATHER PROTECTED VENTS. ALL VENTS SHALL
A A 12" BE SCREENED TO PROTECT THE INTERIOR FROM INTRUSION OF BIRDS. RESIDENCE
16"dx12"w MONOLITHIC FOOTING CONC. NEW UNDER ROOF: 310' CONVENTIONAL FRAME ROOF
DRILL 18"LONG#5 REBAR INTO w/2 #5 REBAR CONT. CONCRETE SHALL BE 2500 psi NEW SLAB: 119' (SEE ROOF PLAN) THE RATIO OF TOTAL NET FREE VENTILATING AREA TO THE AREA OF THE CEILING
EXISTING 4"SLAB w/FIBERMESH REINFORCEMENT SHALL BE NOT LESS THAN 1/150. THAT RATIO MAY BE REDUCED TO )Soo PROVIDED:
EXIST.STEMWALL @ 36-O.C. (2500psi-CONC) over 6 MIL. VAPOR BARRIER on SHINGLE ROOFING 1. A VAPOR RETARDED HAVING A PERFORMANCE NOT EXCEEDING 1 PERM IS INSTALLED
(6-MIN.EMBEDMENT w/EPDXY) THICKEN EDGE TERMITE TREATED, COMPACTED EARTH over 151b FELT-PAPER ON THE WARM SIDE OF THE CEILING, OR 2. AT LEAST 50 PERCENT OF THE REQUIRED
1 -#5REBAR SUITABLE 95% DENSITY COMPACTION (MATCH EXISTING) VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION
TERMITE TREATED CLEAN CONTRACTOR TO VERIFY ALL PIPING & CONDUITS BELOW SLAB GENERAL NOTES: OF THE SPACE TO BE VENTILATED (AT LEAST 3 Fr. (914mm) ABOVE EAVE OR 1477
COMPACTED SOIL �A�-3 8'-0- PLATE HGT. (TYP.) CORNICE VENTS) WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY LINKSIDE DR .
CONCRETE TO BE MIN 4" THICK OVER CLEAN. TERMITE TREATED PROJECT SUMMARY: (SEE ELEVATIONS) EAVE OR CORNICE VENTS. INDICATE LOCATION OR VENT AREA AND SIZE REQUIRED
FOOTING TIE DETAIL N.T.S. compAc7rED FILL, AND 6 MIL. POLYETHYLENE VAPOR BARRIER. 310 sq.ft. PORCH ADDITION SECTION R903.2 - FLASHING ATLANTIC BEACH
N.T.S. CONCRETE SLAB TO CONTAIN FIBERMESH REINFORCEMENT w/ WOOD FRAME CONSTRUCTION 16" EAVE TYP. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING
or OPTIONAL 6"x6" W.W.M. & CONVENTIONAL FRAME ROOF 12" EAVE 0 THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIAL,
GABLE END AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE 32233
CONCRETE SHALL BE 2500psi MIN. HARDI-LAP SIDING
on 2x4 WOOD FRAMING SECTION R903.2.1 -LOCATION
MIN. COVERAGE FOR REBAR SHALL BE 3" IN FOOTING WOOD FASCIA FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTION; WHEREVER THERE IS A CHANGE
SHINGLE ROOFING WOOD SOFFIT (VENTED) ROOF SLOPE AND DIRECTION; AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, SQUARE FOOTAGE
VERIFY LOCATION OF ALL INTERIOR LOAD BEARING WALLS over 151b FELT PAPER METAL DRIP EDGE THE METAL SHALL BE CORRSION RESISTANT WITH A THICKNESS NOT LESS THAN PROVIDED IN
A AS PER TRUSS ENGINEERING PLANS & SPECS. & PROVIDE (MATCH EXISTING) (MATCH EXISTING) TABLE 903.1
INTERIOR FOOTING. SECTION R903.2.2 - MEMBRANE FLASHINGS
ROOF PITCH 5:12 ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURE
(MATCH EXISTING) ROOF VENTILATION AS PER PUBLISHED LITERATURE
FLORIDA BUILDING CODE (SECTION R806)
8'-0- PLATE HGT. (TYP.) LOCATED AS PER CONTRACTOR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - (MATCH EXISTING) ALL ROOF VENTS & PLUMBING VENTS
NEW SlAB
L (4-ELEV) HOUSE F.F. ELEV. SHALL BE 8- ABV. GRADE (MIN) SHALL EXIT AT REAR OF ROOF
t t T t (TYPICAL ALL AROUND) ALL BATH VENTS SHALL TERMINATE CONTRACTOR SHALL VERIFY ALL
z TO OUTSIDE AIR w/ GRILL or SCREEN CONDITIONS AND DIMENSIONS
CEILING FINISH & COLUMN FINISH AS PER OWNER
RILL 'LO #5 BA 0 ROOF LEGEND AT THE JOB SITE AND NOTIFY THE
EXI .FO N 0 CONCRETE PARKING & SIDEWALKS NOT SHOWN ROOF FLASHING AS PER F.B.C. ARCHITECT OF ANY
6" IN. MBE EN EP Y SECTION R903.2 - FLASHING
E F IN IE- IL RIDGE SUPPORT co DIMENSIONAL ERRORS , OMISSIONS
NO MECHANICAL, ELECTRICAL, OR PLUMBING (SEE RIDGE DETAIL) 7==Mi OR DISCREPANCIES BEFORE
EXIS ING PATIO SLAB O"TRAN INVOLVED IN THIS PROJECT.
w
1- (4-ELEV) BEGINNING OR FABRICATIING ANY
— — — — PRE-ENG TRUSS AS PER MFG.
%t NAIL SCHEDULE: WORK.
ROOF 2x8 RAFTER @ 24" O.C. (U.O.N.)
8d RING SHANK NAIL
FRAMING LEGEND 6" O.C. EDGE THESE DRAWINGS ARE THE
0
6" O.C. FIELD OVER-FRAME AREA
(SEE OVER-FRAME DETAIL) PROPRIETARY WORK PRODUCT
4x4 P.T. POST AND PROPERTY OF VERMEY
ARCHITECT , DEVELOPED FOR THE
(SEE POST DETAIL) ALL HIP,VALLEY, & RIDGE BEAMS
a_ EXCLUSIVE USE OF VERMEY
SHALL BE 2x10 SYP#2 (U.O.N.) C\'? ARCHITECT . USE OF THESE
LrJ EXISTING WALLS DRAWINGS AND CONCEPTS
CONTAINED THEREIN WITHOUT
EXISTING HOUSE SLAB
(0'-G-ELEV) BEAMS AS PER PLAN THE WRITTEN PERMISSION OF
VERMEY ARCHITECT IS
PROHIBITED AND MAY SUBJECT
YOU TO A CLAIM FOR DAMAGES
FROM GERARD VERMEY .
GABLE END REVISIONS :
8'PLATEL7j
LL_
1V W V 1 060-
FOUNDATION PLAN 1 (9 1 0 6 __j a_
A 0 =3
y4" bole--
2 Lj
Lq .< z CD
V-)
< 0
V
MA goal —
I m
C) LL_
E T x
A "A < 0 0
1V Z 11 V) 11
2 5 —6 ————————-- ————— — 0 U) 12-
fl- L_ &-- x
7 < :2 0 ,5 c1q
A 0
Z V)
8-6" 8'—6 8'—6 w bi U) Vermey Architect
4x4 P.T. SYP#2 POST
> co
w/ SIMPSON "ABU44" BASE or = z x 46
& (2)SIMPSON MSTA24- STRAP or = 0 C'4
0
(SEE POST DETAIL) -6 TOTAL- 420 Third St. South
- --- - --- 0 Jacksonville Beach , Fl .
(2)2x 12 SYP#2 9UM- x
wl )�" FLITCH PLATE w
32250
TOP 0 8'-0- PLATE _"GT
11 :2 Ld m < __j
CD < Ld — 1150
C14 z PORCH Cq <
m � fh 0 _—j Z LLJ 1-- (904)246
m a- _:j CD 9' CEILING �4k
Ld
�c 2 CEILI Ej 00 < LLJ
U - SLdP-E-D _Nd__ z4z= I'
0-) V) :]0 w a- 0- 1z
U_ 1 0 C) >_ — 0) < fr C4
U) _j W <
Co
1 0 Ld
a_ - 11 U_ '; _-4�
00 , CD 0 Uj < ::�i
0 _=_ - C*4 oil I <
< ch 1
U) 7) @ _j
0 SIMPSON "LUS210-2" HANGER C4 0 U) 0
<
0 LL, co
or @ PONY-WALL 0 Oil
:E th 0 CL
F�j -0 U)m _j < LJJ to
�� U-i all
U __j i U
0 04 @ L x Ld
04 '�' Ej LL_ < >
Z#� z 0
XISTING -4LU V) 0
SIMPSON "HUC212-2" HANGER V) 0 Cy)
M a- 0 L_ C;d LU
or TYP. 0 EA. END OF BEAM _j LjJ 00 0
-FLANGE HANGER) U) > X 3: LLJ
U
(CONCEALED TOP x U) 11 _00 0 U)
EXISTING HOUSE
<
8'-' 0" CEILING'
/5:12
Lic-No. : AR4630
S P io W
0 ST C. I G 00 0 1 N EXIST. RIDGE
FIN WA Drawn By:
SEE ON WA DE L)
5:12 PLANS- 6
qPZ
UNLIMITED .
Reviewed Br.
GV
Draw Date:
WEST7 08 / 12 / 13
Print Date:
ROOF PLAN 12 / 05 / 13
FRAMING PLA y4pp Y-01P Page:
i
Y4
A- 3 of 4
2x4 BLOCKING 0 SHEETING EDGES
ITHIN 4' OF GABLE TRUSS
SIMPSON H2.5 oi- 0 24" O.C. 7/16- (MIN) ROOF SHEATHING FRO10
2x4 BARGE RAFTER CONT.
(3) 12d NAILS 0 RESIDENCE
---EA. VERT 2x4
2x4 OUTRIGGER 0 24"
MAX
TOP CHROD OF GABLE END TRUSS--// FA'V'E: 2x4 X-BRACE 0 8'-0" MAX.
1477
GABLE END FRAMING w/
COW. 2"x4" #2 SYP
2x4 SPF. STUDS 0 24" O.C.
_--`LATERIAL BRACE 0 48" O.C. LINKSIDE DR .
N A�� � \ \ % N
RAFTERS 0 24" O.C. V_%m__E44
0 ATLANTIC BEACH
cOLLAR-TIE
(SEE COLLAR-TIE DETAIL) 32233
2"x4" VERT. SCAB
SIMPSON LSTA-12 0 EA. STUD--------.V TO RAFTER SQUARE FOOTAGE
2"x4" BLOCKING 0 48" O.C.
POST & BEAM____� BETWEEN GABLE & FIRST TRUSS
GABLE END BRACING
NffE.
UNBRACED LENGTH OF X-BRACING MAY NOT
EXCEED 10ft. IF LENGTH DOES EXCEED 10ft.
ADDITION SCAB IS REQUIRED. CONTRACTOR SHALL VERIFY ALL
MODIFY AS NEEDED FOR CONVENTIONAL FRAME ROOF CONDITIONS AND DIMENSIONS
AT THE JOB SITE AND NOTIFY THE
ARCHITECT OF ANY
DIMENSIONAL ERRORS, OMISSIONS
OR DISCREPANCIES BEFORE
BEGINNING OR FABRICATIING ANY
SYP.#2 RIDGE BEAM WORK.
(SEE ROOF PLAW
RAFTER AS PER PLAN BIRDS MOUTH CUT WIDTH SIMPSON 'MTS16' STRAPS
SHALL NOT BE CUT WIDER THAN or TYP. @ EA. SIDE THESE DRAWINGS ARE THE
LOAD BEARING WALL EXISTING TRUSSES or RAFTERS PROPRIETARY WORK PRODUCT
EXISTING SHEATHING AND PROPERTY OF VERMEY
2x8 SYP#2 LEDGER BOARD 0 ARCHITECT, DEVELOPED FOR THE
CLIP AS PER PLAN
ATTACHED w/(3) 12d NAILS EXCLUSIVE USE OF VERMEY
@ EA. EXISTING RAFTER/TRUSS
LOAD BEARING WALL---- ARCHITECT. USE OF THESE
(2> SIMPSON 'H3' CLIP or DRAWINGS AND CONCEPTS
ATTACHED TO LEDGER BOARD CONTAINED THEREIN WITHOUT
BIRDS MOUTH DETAIL THE WRITTEN PERMISSION OF
N.T.S. VERMEY ARCHITECT IS
LEDGER BOARD MUST SPAN] PROHIBITED AND MAY SUBJECT
(4) RAFTER/TRUSSES (MIN.) YOU TO A CLAIM FOR DAMAGES
FROM GERARD VERMEY.
INTERMEDIATE SUPPORT.
MMMM "4 MM SU"Wr NIMAM
(N.T.S.) REVISIONS :
MUM FINISH AS PER OWNER
2x6 SYPj2_MUM JOIST 2x4 SYP. TOP-PLATE
USE (3) ROWS 0 24- O.C. ATVZHED w/
USE (2) OF I Od COMMON (4) 12d NAILS 0"-fit END EXISTING ROOF SYSTEM
EQ.
OF 1 Od COM NAILS 0 12"O.C.
ON BOTH SIDES (ATTACHED w/ (4)12d NAILS
NAILS 0 EQ. STAGGER NAILS 2x4 SPF. STLIDS 0 24* O.C.
21 21 0 TOP & BOTTOM Ek STUD
TYPICAL OF (2) 2-xfi- HARDI-LAP SUNG
TYPICAL OF (3t 2*x 10' over BUILDER WRAP
THIRLI (2) 2-xl2- thru (3) 2 12* ALL EXTERIOR WALL SHEATHING SHALL BE
SOLID SAWN LUMBER 7/10-ARA RATED w/8d COMMON NAILS
4' O.C. EDGE & 8* O.C. FIEU)* 2x6 LEDGER BOARD
\—ATTACHED w/ (3)12d NAILS
0 Ek EXIST. RAFTER
TIM EXISTING EAVES '4�_EXISTING EXTERIOR WALL
AS NEEDED BY BUILDER
USE (3) ROWS
USE (2) ROWS EQ. OF I Od COMMON
OF 1 Od COMMON NAILS 0 12"O.C.
NAILS 0 12*0.C. STAGGER NAILS
EQ. ON BOTH SIDES PONY WALL DETAIL BEAM AS PER PLAN Vermey Architect
(2) 1-3Z4- PLY LVL (3) 1-3Z4- PLY LVL OPTION
N.T.S.
420 Third St. South
Jacksonville Beach , Fl .
MUNG FINISH AS PER OWNER
2x6 SYP#2 CEILING JOIST Z(4 SYP. TOP—PLATE
3/8- BOLTS w/3-xi/8- 0 24* O.C. ATTACHED w/ 32250
SECTION 703 WALL COVERINGS FLASHING 16' 8' WASHERS 0 12* O.C. (4) 12d WAS 0 EA. END EXISTING ROM SYSHM
> (TOE-NAIL) (904)246- 1150
STRAPPING OF ALL BEAMS 2x4 SPF. STLIDS 0 24' O.C.
4' I—SIMPSON MTS 16 EA. END (ATTACHED wl (4)12d NAILS
APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVOLOPE 0 TOP & BOTTOM EOL STUD
IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF 4-PLY BEAM DETAIL 12. HARDI-LAP SIDIM (2)2xl2 SYP#2 BEAM
WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE over BUILDER WRAP
SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM mi DcTERIOR WALL SHEATHING %VU BE
7/16- A.PA RATED w/8d COMMON NAILS
REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION-RESISTANT FLASHINGS SHALL BE a' TYP. MEMBER LENGTH 4- O.C. EVE & 8' O.C. FEW-e ARACH VERT. STUD TO
INSTALLED AT, BUT NOT LIMITED TO, ALL THE FOLLOWING LOCATIONS: 1* EXIST. TRLISS w/ (4)12d NAILS
L ON "HUS212-2" HANGER
SIMPS
DEMO DUSTING EAVES�� 141�_E*STING EXTERIOR WALL
1) FLASHING FOR WINDOWS AND DOORS SHALL BE IN ACCORDACE WITH SECTION R613.8. 4' USE (12) ROWS AS NEEDED ErY BUILDER or = @ BEAM
(MIN, SMCE> 10d COMMON
2) AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONARY CONSTRUCTION WITH FRAME OR STUCCO NAILS 0 12*0.C. (CONCEALED FLANGE)
WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. SPLICE DETAIL (AS PER DETAIL)
PONY WALL DETAIL
3) UNDER AND AT THE ENDS OF MASONARY, WOOD OR METAL COPINGS AND SILLS. MULTIPLE MEMBER DETAIL OPTION (2) SIMPSON "MSTA24" STRAP
N.T.S. N.T.S. or BEAM
4) CONTINUOSLY ABOVE ALL PROJECTING WOOD TRIM.
6x6 or 4x4 P.T. SYP#2 POST
5) WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF 4
WOOD-FRAME CONSTRUCTION.
4 Lic. No. : AR4630
6) AT WALL AND ROOF INTERSECTION SIMPSON "ABU66" or "ABU44"
4:
BASE or = @ POST
7) AT BUILT-IN GUTTERS.
GENERAL NOTES: .4 A A Drawn By:
STUr) TABLE 4 4
ALL WORK SHALL CONFORM TO: CONCRETE FOUNDATION
FLORIDA BUILDING CODE 2010. STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS PLANS- 6
CEILING NO. SPF NO. 2 Syp NO. 1 SYP UNLIMITE&Z.
FOOTING DESIGN IS BASED ON MIN. SOIL BEARING CAPACITY OF HEIGHT 2x4 2x6 2x4 2x6 2x4 2x6
2000 PSF AT 95% DENSITY. 9 FT. 16" 0.C. 24" O.C. 16" O.C. 24" O.C. 16" O.C. 24" O.C. Reviewed By:
ALL CONCRETE WORK SHALL BE PREFORMED IN ACCORDANCE 10 Fr- 12" O.C. 24" O.C.. 16" O.C. 24" O.C. 16" O.C. 24" O.C. CIV
w/F.B.C. REQUIRMENTS 11 FT. N/A 16" O.C. N/A 16" O.C. N/A 16" 0.C.
FLASHING DETAILS ALL REINFORCING STEEL SHALL CONFORM TO F.B.C. REQUIRMENTS 12 FT. N/A 16" O.C._ N/A 16" O.C. N/A 16" O.C. POST DIETAIL Draw Date:
13 FT' N/A 12" O.C. N/A 16" O.C. N/A 16" 0 C 08/12/13
MINIMUM COVER FOR REINFORCING SHALL BE 3- FOR FOOTINGS, 14 FT. N/A 12" O.C. N/A 12- O.C. N/A
N.T.S. AND CENTERED IN SLABS. N.T.S. Print Date:
REINFORCING BAR SPLICES FOR #5 BAR SHALL BE 30- MIN.
AND HOOKS SHALL MEET ACI STANDARDS. 12/05/13
ALL REINFORCING SHALL BE HELD SECURELY IN POSITION
w/STANDARD ACCESSORIES DURING PLACING OF CONCRETE. Page:
ROOF TRUSS'ES AS PER MANUFACTURER A- 4 of 4