1894 SEMINOLE RD - ADDITION DRAWINGGENERAL NOTES
FOOTINGS AND FOUNDATIONS:
INTERIOR ZONE
CONVENTIONAL WOOD FRAMING:
FLORIDABUILDING CODE 6th EDITION ACI NDS APA AND ASCE 7-10. ALL LATEST EDITIONS USED.
1. CODES USED: 2017 ( )�
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC AND AS
NOTED IN THESE PLANS. WELDED WIRE
ALL CONVENTION WOOD FRAMING MEMBERS SHALL BE SYP #2 & IN ACCORDANCE WITH FBC, EXCEPT AS
11-20
REINFORCING (WWR): SHALL BE ASTM A185, FURNISHED IN FLAT SHEETS. THE_
BOTTOM OF ALL NEW FOOTINGS SHALL BE
NOTED IN THESE PLANS. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING
MIN. 12" BELOW THE TOP OF THE SURROUNDING UNDISTURBED FINISHED GRADE.
+38.1 and
PRESSURE TREATED & SPECIFIED AS APPROVED FOR GROUND CONTACT. ALL WOOD EXPOSED TO THE
JURISDICTION OVER THE WORK.
48.0
-35.3>100
51-100
ELEMENTS SHALL BE PRESSURE TREATED.
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR
CONCRETE:
-)44.2
ANCHOR BOLTS & ANCHORING ADHESIVE:
SHALL NOTIFY THE E.O.R. IF THERE ARE CONFLICTS BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND THE EXISTING SITE CONDITIONS.
CAST -IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 300
PSI AT 28 DAYS.
SPACED 6" ox. AT PANEL EDGES AND 6" ox. AT INTERMEDIATE SUPPORTS & BLOCKING. PROVIDE 2x4 BLOCKING BTWN. STUDS AT
4. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS.
CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC.
THREADED RODS: SHALL
EPDXY THREADED RODS & ANCHOR BOLTS MIN. 7" INTO FOOTINGS.
ALL ANCHOR BOLTS & FASTENING HARDWARE SHALL BE HOT DIPPED GALVANIZED.
PROTECTION ELEMENTS NEED TO BE ADDRESSED BY A DESIGN PROFESSIONAL KNOWLEDEGABLE IN THIS AREA. i
SLAB ON GRADE
T AT THE DOUBLE TOP
TYPICAL ANCHOR BOLTS ARE REQUIRED AT THE FOLLOWING LOCATIONS:
DESIGN SPEATES
COFLOR
UNLESS NOTED OTHERWISE ON THE PLANS, SLAB THICKNESS IS 4°. SLAB SHALL
BE POURED OVER A 6
WHERE THE THREADED ROD IS MORE THAN 6" FROM THE END OF THE PLATE.
* ON BOTH OF SILL PLATE BREAKS WITHIN
DESIGN COD 7 A BUILDING CODE 6th EDITION - EXISTING ILDING - ADDITION
( )
MIL VAPOR BARRIER AND THE SOIL SHALL BE PREPARED FOR TERMITE PREY
6x6 W1.4xW1.4 WWR TO BE PLACED IN THE CENTER OF THE SLAB. WWR SHALL
NTION PRIOR TO POURING.
„
BE LAPPED 8 THE
SIDES 12" FROM EA. END.
* ANCHOR BOLTS SHALL BE INSTALLED AT MAX. 32" ox. BELOW WINDOWS WHEN THE THREADED RODS ARE SPACED
CHAPTER 3, 301.3 (WORK AREA COMPLIANCE METHOD)
USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWR. MINIMUM FIBER LENGTH
.
=" WITH A
GREATER THAN 4'-0" APART.
BOLTS SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36.
OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE AND TWO-FAMILY DWELLINGS)
1
DOSAGE OF 5 (Ibs.) PER CUBIC YARD OF CONCRETE
WASHERS SHALL BE IN ACCORDANCE WITH ASTM F 436 GRADE 36.
CONSTRUCTION: PE
NUTS SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX.
BASIC WIND SPEED: 130 MPH (ULT.)
STEEL REINFORCEMENT:
ANCHORING ADHESIVE: SHALL BE THE FOLLOWING PRODUCT (DUAL CARTRIDGE INSTALLATION ONLY):
RISK CATEGORY: 11
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60 STEEL REINFORCEMENT
SHALL BE IN ACCORDANCE WITH FBC,
* SIMPSON STRONG -TIE CO., PRODUCT: SET -XP
WIND EXPOSURE: C
ACI 318 AND AS NOTED IN THESE PLANS.
FOLLOW ADHESIVE MFG. GUIDELINES FOR ANCHOR BOLT HOLE SIZE & PRE -CLEANING OF EPDXY ANCHOR HOLES AND
BELOW THE BOTTOM OF THE FOOTING.
CONCRETE COVER SHALL BE 1N ACCORDANCE WITH FBC AND AS FOLLOWS:
INSTALLATION PROCEDURES.
INTERNAL PRESSURE COEFFICIENT: 0.18 ENCLOSED BUILDING
3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
MAXIMUM (ULT.) DESIGN C&C WIND PRESSURES (PSF): (WIND-BORNE DEBRIS PROTECTION REQUIRED)
2" FOR CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
1-1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
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METAL CONNECTORS:
OPENING SIZE (SF)
EDGE ZONES (3'-0" FROM OUTSIDE CORNERS)
INTERIOR ZONE
0-10
+42.6 and-
46.2
+42.6 and
(-)57.0
11-20
+40.6 and
-344.2
+40.6 and
1-353.2
21-50
+38.1 and
(--)41.7
+38.1 and
48.0
-35.3>100
51-100
+36.3 and
WATERPROOFING:
+36.3 and
-)44.2
INSTALL APA RATED SHEATHING ON ALL NEW EXTERIOR WALLS. USE MIN. A" THICK SHEATHING FASTENED w/ 8d COMMON NAILS
+31.8 and
-35.3
+31.8 and
SPACED 6" ox. AT PANEL EDGES AND 6" ox. AT INTERMEDIATE SUPPORTS & BLOCKING. PROVIDE 2x4 BLOCKING BTWN. STUDS AT
HORIZONTAL REINFORCEMENT SHALL BE LAPPED FOR 30". ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE ALL METAL CONNECTORS SHALL BE SIMPSON STRONG -TIE CONNECTORS UNLESS OTHERWISE APPROVED BY THE ENGINEER OF
WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE RECORD (E.O.R.) METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. ACQ
HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. TREATED) SHALL BE GALVANIZED OR STAINLESS STEEL. ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED
WOOD (I.E. BORATE) SHALL BE Z -MAX COATED. NAILS: ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED OR
STAINLESS STEEL. ALL METAL CONNECTORS SHALL BE INSTALLED WITH THE QUANTITY AND SIZE OF FASTENERS LISTED IN THE
WALL FRAMING: CURRENT SIMPSON CATALOG UNDER THE "MAX." FASTENING CONFIGURATION UNLESS NOTED OTHERWISE ON THESE DRAWINGS.
NOTE: THE COMPONENT AND CLADDING (ULT.) WIND PRESSURES LISTED ABOVE MAY BE MULTIPLIED BY
USE SYP #2 WOOD STUDS FOR ALL EXTERIOR WALLS - SEE PLANS FOR SIZE
& SPACING. USE SYP #2 DOUBLE TOP
ROOF SHEATHING AND DIAPHRAGM ATTACHMENT:
0.6 TO OBTAIN THE (ALLOWABLE) WIND PRESSURES AS SPECIFIED IN THE FBC AND ASCE 7-10.
PLATES AND P.T. SYP #2 SILL PLATES. DOUBLE TOP PLATE SPLICES SHALL BE
LAPPED A MIN. OF 4'-0" SEE DETAIL
" „ „
USE MIN. 7/16 THICK APA RATED SHEATHING FASTENED W/ 8d RINGSHANK NAILS ®4 ox. EDGES & 6 ox. AT INTERMEDIATE
DESIGN LIVE LOADS:
A3/S-2. FOR OTHER CONNECTIONS NOT SPECIFIED IN THESE PLANS USE C
NNECTIONS AS SPECIFIED IN THE CURRENT
SUPPORTS.
"
RESIDENTIAL FLORIDA BUILDING CODE.
1. FASTEN RAFTERS
AT RIDGES WITH 2x6 COLLAR TIES. FACE -NAIL
ROOF: 20 PSF
FRAM/NG PLAN
COLLAR TIES TO EA.
EXTERIOR WALL & SHEARWALL SHEATHING:
WATERPROOFING:
THREADED ROD:
2. FASTEN RAFTERS
INSTALL APA RATED SHEATHING ON ALL NEW EXTERIOR WALLS. USE MIN. A" THICK SHEATHING FASTENED w/ 8d COMMON NAILS
IT SHOULD BE NOTED THAT THE E.O.R. IS NOT A WATER INTRUSION EXPERT. AES RECOMMENDS THAT A LICENSED ARCHITECT
THREADED RODS SHALL BE CONTINUOUS FROM THE FOUNDATION TO THE DO
BLE TOP PLATE (NOTE,
SPACED 6" ox. AT PANEL EDGES AND 6" ox. AT INTERMEDIATE SUPPORTS & BLOCKING. PROVIDE 2x4 BLOCKING BTWN. STUDS AT
BE CONSULTED TO PROVIDE WATER INTRUSION PROTECTION FOR THE STRUCTURE. ALL FLASHING AND WATER INTRUSION
PROPERLY SIZED COUPLERS ARE PERMITTED FOR THREADED ROD SPLICES).
THREADED RODS: SHALL
ALL PANEL EDGES. TOE NAIL EA. END OF BLOCKING TO STUDS w/(3) 12d COMMON NAILS - APPLY LONG DIMENSION OF SHEATHING
PROTECTION ELEMENTS NEED TO BE ADDRESSED BY A DESIGN PROFESSIONAL KNOWLEDEGABLE IN THIS AREA. i
BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. THE N
T AT THE DOUBLE TOP
PERPENDICULAR TO STUDS. REDUCE NAIL SPACING TO 3" O.C. AROUND ALL OPENINGS. USE 3" EDGE NAILING IN THE LOWER TOP
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PLATE AND SILL PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF
SYSTEM IS INSTALLED,
PLATE ON ALL EXTERIOR WALLS.
SOILS:
RIGHT BEFORE DRYWALL INSTALLATION.
Li
5W-3 :INDICATES SHEARWALL w/MIN. J" APA RATED SHEATHING FASTENED w/8d COMMON NAILS SPACED ®3" ox. ®PANEL
ASSUMED MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF
0
z
EDGES & 0 3" ox. 0 INTERMEDIATE SUPPORTS & BLOCKING
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. WE RECOMMEND THAT THE
CONTRACTOR PROVIDE TO THE E.O.R. A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID
LL
REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. THE FILL BELOW
THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS
�
MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF 2'-0"
r--
BELOW THE BOTTOM OF THE FOOTING.
15'-0" ol
FASTEN NEW FTG. TO EXIST.
rAlA w/(2) #5 x 12" LONG
S-2 DOWELS EPDXIED 6" INTO
EXIST. FTG. (TYP. 2 -PLACES) ---- -
9
17
I 9
r
4" CONC. SLAB REINF. W/
WWR 6x6-W1.4xW1.4 OR
FIBERMESH REINF. OVER 6 MIL.
VAPOR BARRIER OVER CLEAN
COMPACTED TREATED FILL
aA( I
�1B( #5 x 8" LONG DOWEL ® 24" 1
ox. EPDXIED 4" INTO EDGE
S-2 OF EXIST. SLAB/FTG. (TYP.)
I
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rFI
L/NETYPEKEY
CONCRETE
�- - - - - CONCRETE FOOTING
2x4 STUD WALL ® 16" ox.
- - HEADERS
- - - - - PRE-ENGINEERED TRUSSES (BY OTHERS)
- - - - - CONVENTIONAL FRAMING
REAR FA MIL YR00M
N FOUNDA T/ONPLAN
_ 1,_0„
FAI
PRE-ENGINEERED ROOF TRUSS
BY OTHERS (TYP.) SEE TRUSS
MFG. SHOP DRAWINGS &
LAYOUT FOR SPACING
SEE DETAIL B1/S-2 FOR MULTI -PLY
BEAM/HEADER NAILING
REQUIREMENTS & B2/S-2 FOR
MULTI PLY STUD NAILING
REQUIREMENTS AND LOCATIONS
CORNERS & ENDS OF SHEAR WALLS
A2TYP `- GIRDER
S-2 TRUSS A
a
/1\
EXIST. REAR
EXTERIOR
WALL
ROOF AND CEILING FRAMING:
ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH THE FBC.
ALL CONVENTIONAL FRAMING SHALL BE SYP #2. REFER TO TRUSS SHOP DRAWINGS FOR TRUSS DETAILS.
FASTEN END STUD TO EXIST.
WALL STUDS w/(1) 1063"
NAIL 0 8" ox.
wi, _ALL FLASHING & CRICKET
FRAMING AT EXIST. -CHIMNEY BY OTHERS
2x10 NAILER "FLATWAYS" (TYP.)SEE CONVENTIONAL_FRAMINGNOTES BELOW FOR
ATTACHMENT
SIMPSON A34 CLIP AN�LE
I
W/(4) 8d NAILS EA. END (TYP.)
I.
11 II li 11 1 \
1 2x$ RIDGE
1
II II II 1 II,/ i
2x6 RAFTER ® "
24" ox. (TYP.)
2x6 COLLAR TIE(TYP. WHERE
1
SHOWN) FASTENED w/(5) 1Od
COMMON NAILS EA. END
I
FASTEN END STUD TO EXIST.
WALL STUDS w/(1) 1063"
NAIL ® 8" o.c.
EV SWasik it
OFFICE COP
Approved By Permit Desk
Building Department
City of Atlantic Beach, Fi_
SYMB& KEY
f DIA. THREADED ROD LOCATION ® MAX. 48" ox. & ON EA.
• SIDE OF EA. OPENING, AT END OF EA. WALL, & WHERE SHOWN
ON PLAN (w/ 3"x3"J" R WASHER ® TOP PLATE)
SW -3 _ SHEARWALL w/ 3" NAILING PATI. (SEE GENERAL NOTES) & SEE
DETAIL B2/S-2 FOR STUD REQUIREMENTS @ EA. END OF WALL
ALLISON ENGINEERING SERVICES, PLLC
P.O. BOX 8222
JACKSONVILLE, FL 32239-0222
(904)708-0966
FLORIDA COA # 31833
RR
REVISIONS
NO. DATE
02.09.18
0
REAR FA VROOM
CONVENTIONAL
FRAMING NOTES:
"
N
1. FASTEN RAFTERS
AT RIDGES WITH 2x6 COLLAR TIES. FACE -NAIL
W
FRAM/NG PLAN
COLLAR TIES TO EA.
RAFTER w/(5)10dx3" NAILS.
2. FASTEN RAFTERS
TO NAILERS w/(4)12dx34" TOE NAILS.
3. FASTEN NAILERS
TO EA. EXIST. TRUSS/RAFTER w/(3)16d NAILS
OR w/ (2) #10 x 3" DECK SCREWS w/ 1j" STD. CUT WASHERS.
SYMB& KEY
f DIA. THREADED ROD LOCATION ® MAX. 48" ox. & ON EA.
• SIDE OF EA. OPENING, AT END OF EA. WALL, & WHERE SHOWN
ON PLAN (w/ 3"x3"J" R WASHER ® TOP PLATE)
SW -3 _ SHEARWALL w/ 3" NAILING PATI. (SEE GENERAL NOTES) & SEE
DETAIL B2/S-2 FOR STUD REQUIREMENTS @ EA. END OF WALL
ALLISON ENGINEERING SERVICES, PLLC
P.O. BOX 8222
JACKSONVILLE, FL 32239-0222
(904)708-0966
FLORIDA COA # 31833
RR
REVISIONS
NO. DATE
02.09.18
DESIGNED/DRAWN BY:
JAA
DATE:
1.29.18
PROJECT NO.
17-1104
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DESIGNED/DRAWN BY:
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DATE:
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PROJECT NO.
17-1104
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DESIGNED/DRAWN BY:
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DATE:
1.29.18
PROJECT NO.
17-1104
SAW f
HEADER JACK/KING STUD TABLE (UNLESS NOTED OTHERWISE)
TYPICAL
# JACK
# KING
HEADER SIZE
STUDS
STUDS
(2)2x6
1
1
(2)2x8
1 2
1 2
TYPICAL
MULTI -PLY HEADER/BEAM/JOIST
NAILING PATTERN U.N.O.
HEADER/BEAM
SIZE
FASTENING PATTERN
(ALTERNATE SIDES WHEN FASTENING)
(-)2x6 2
ROWS OF 1063" NAILS 0 8" ox.
(_)2x8 3
STAGGERED ROWS OF 10dx3" NAILS ® 12" ox.
lot
2 J2
NN 00
NAIL FROM OTHER
SIDE OF 2nd PLY cO
2x
NAILING PATTERN
2x6 OR 2x8
NAILING PATTERN
LIP
BUILT-UP MEMBER
TYPICAL BUILT UP COLUMN NAILING
PATTERN
BUILT UP
COLUMN
SIZE
FASTENING EA. LAYER OF BUILT
UP COLUMNS w/THE FOLLOWING
(_)2x4
(1) ROW OR 1063" NAILS ® 6" O.C.
(_)2x6
2 ROWS OR 1063" NAILS ® 8"
O.C.
(_)2x$
2 ROWS OR 1063" NAILS @ 8"
O.C.
PROVIDE (2)2x4 FULL HEIGHT (SYP #2)
STUDS 0 END OF SHEARWALL, SEE DETAIL
ABOVE FOR STUD NAILING PATTERN
SW -3 SHEARWALL
4"MX.
..F DMIX
4" MAX
FASTEN EA. PLY OF CORNER THREADED ROD
POST TOGETHER w/(1) 10d STRAIGHT
COMMON NAIL ® 6" ox.
(STAGGERED) THREADED ROD (TYP.)
CORNER POST
HEADER BEAM 8c JACK KING BUNT UP COLUMNNAILING
STUD TABLE 8c NAILING PATTE NS 81 PATTERN 8c CORNER FRAMING DETAILS82
SCALE: 1/2"=1'-0 SCALE: 1 /2"= 1 -0
#5 x 8" LONG DOWEL 0 APA RATED SHEATHING
24" ox. EPDXIED 4" INTO (SEE GENERAL NOTES ON
NEW 4" CONC. EDGE OF EXIST. SLAB/FTG. SHEET S-1)
SLAB SEE PLAN
PRE-ENGINEERED ROOF
F.F. ELEV.TRUSSES BY OTHERS
=
MATCH EXIST. 6 .. ¢--
SIMPSON CLIP, _ BUTT JOINT
" s °O T.O..O_PLATE ELEV. SEE PLANS
1'-0" i NUT AND 3"x3"x" R WASHER
(1) #5 CONT. w/30" .� EXIST. SLAB &
LAP BEND AROUND �G' (2)2x4 TOP PLATE
CORNERS DOUBLE TOP
DETAIL B PLATE
2x4 STUDS
16" ox.
APA RATED WALL SHEATHING J"O THREADED ROD
SEE GENERAL NOTES ON
SHEET S -i
"O THREADED ROD w/
P.T. 2x4 SILL NUT AND WASHER AT BASE
PLATE
FINISHED 4" CONC. SLAB
GRADE SEE PLAN
00 0
I I �
41((2)#45 CONT. w/ 30" MIN. LAP
1'-0" BEND AROUND CORNERS
SW -3 SHEARWALL
EV. _
0'-0"
PROVIDE 2x4 BLOCKING
BTWN. STUDS AT ALL
SHEATHING JOINTS (TYP.)
P.T. 2x4 SILL PLATE
w/NUT &WASHER
4" CONC. SLAB
a
e
d
a
4'-0" MIN. BETWEEN
TOP AND BOTT. LAP
PROVIDE (4)16dx3" NAILS
EACH SIDE OF BUTT JOINT &
(2) 12d COMMON NAILS 0 8"
o.c. BTWN. JOINTS (TYP.) J"O THREADED ROD
-BUTT JOINT
NUT AND
WASHER
SILL PLATE
UPPER PLATE BREAK
•
r`
J"O THREADED ROD ANCHOR
BOLT w/3" PLATE WASHER
BUTT JOINT OR FULL HEIGHT THREADED
1 ROD ANCHOR 4,4
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P.T. SYP#2
SILL PLATE 1'.0"
6" MIN
MAX. .
SOLE PLATE BREAK
DETAIL A SEE DETAILS ON SHEET AIA/S-2 FOR
FTG. SIZE & REINF.
FOUNDATION DETAILS TYPICAL WALL SECTION PLATE BREAD
AT TYPICAL LOCATIONS w/PRE—ENGINEERED ROOF TRUSSES A2 DETAIL
SCALE: 1 2 =1 -0 SCALE: 1 2 =1 -0
mr-rrm IU U UAT MrU. -/
GUIDELINES FOR HOLE DIA. OFFICE C
& HOLE CLEANING
OPY
PROCEDURES Approved By Permit Desk
Building Department
city of Atlantic Beach. FL
THREADED ROD EMBEDMENT
A3 Aq-
SCALE: 1/2"=V-0 '-O" DETAIL SCALE: 1/2"=l' -O"
ALLISON ENGINEERING SERVICES, PLLC
P.O. BOX 8222
JACKSONVILLE, FL 32239-0222
(904)708-0966
FLORIDA COA # 31833
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REVISIONS
NO. I DATE
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DESIGNED/DRAWN BY:
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DATE:
1.29.18
PROJECT NO.
17-1104
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