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3'-0" 4'-10" 2'-2" 3'-8'4"
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---------
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G1 5 DUCTLE55
FI PLACE
3'-0" 4'-10" 2'-2" 3'-8'4"
m
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- FIN. FLR. 1'-4" <n
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STREET
9' V4"
E]
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23'-3"
3046 D.N.
DOWN >
GARAGE
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5'-5"
1
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AT ROOMU 2.5 ORCIN
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3056 D.H. i 3056 D.H. 3030 F
WALL ABOVE
A/ PAD A/C PA
6' IVf" 2'-M 4-4'
62'-5"
GAS TANKLE55
WATER HEATER
14'-l"
12'-A"
19
f RST FL CCR FL ,4N
SCALE: I/4" = I' -0"
A/C AREA = 1,294 S.F.
AREA UNDER ROOF = 2,153 5.F.
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3046 D.N.
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GARAGE
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AT ROOMU 2.5 ORCIN
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3056 D.H. i 3056 D.H. 3030 F
WALL ABOVE
A/ PAD A/C PA
6' IVf" 2'-M 4-4'
62'-5"
GAS TANKLE55
WATER HEATER
14'-l"
12'-A"
19
f RST FL CCR FL ,4N
SCALE: I/4" = I' -0"
A/C AREA = 1,294 S.F.
AREA UNDER ROOF = 2,153 5.F.
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REVISION
BP# CS1? - 030q
DATE 5- o[
SIGNED
REVISIONS
5 -1 -IS
DATE OF
ISSUE
5-15-11
DRAWN BY:
HGF
SHEET NO.�
LAMAR
A-1
15006
0
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DATE OF
ISSUE
5-15-11
DRAWN BY:
HGF
SHEET NO.�
LAMAR
A-1
15006
3
A-12
21'-5"
62' -II"
1'-4K" 3'-6" 9'-2" 11-9" 9' 01f" 19 1" 8'-4"
9'-34" 1 '-8��" -33/i' _� 15'-9a' 1'-10" 2 -4"
1'-0" 1 1.1'-4"
AIR AT 5N
I I I
A-8
440 A -II
--- -
---- - - - - - - -- - - -- - --- - - - - - - - - - - - - ----- - - - - -------------------------- 305b K--- --- ----- -------------------------------------------------- -- --- ---�
- FLAIR AT 5NINGLE5
2644 D N. 3044 .N.
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--- -- --- ----------- - - - - --
------—--------------- ----------------
EGRES - - - - - -
1'-0" 4' -OK" 1'-10" 1.43'-4K" 4'-1044' 4'4' 3'-414" 4'-M"
IIS
fl/ 14'-3" 4✓7 13'-614"
A'4
62'-5"
b4' -Y
13'-3"
2'-M'
5EC;0N1D FLCCR FLAN
_ljSCALE: 1/4" = I' -0"
A/C AREA = 1,811 5F.
AREA UNDER ROOF = 2,198 SF.
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REVISE
C�;jVM
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REVISIONS
3-26-18
5 -1 -IS
DATE OF
ISSUE
5-15-11
DRAWN BY:
NGF
SHEET NO
LAMAR
A-2
15006
i
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DATE OF
ISSUE
5-15-11
DRAWN BY:
NGF
SHEET NO
LAMAR
A-2
15006
i
SECOND FLOOR
TRU55 BEARING
4" THICK 3000 PSI FIBER REINFORCED
CONCRETE SLAB ON 8 MIL. PVC VAPOR
BARRIER ON 136% MODIFIED PROCTOR
COMPACTED FILL w/ TERMITE TREATMENT, TYP.
3000 PSI REINFORCED GONG FOOTING
w/ 1-05 BARS CONT, w/ MIN. 30" LAP
TH I G< N D 5L45 E D «4F4GE
SCALE: 3/4" -l' -O"
FLOOR TRU55
2'-
3-16" LVL BEAM
4- SIMP50N MSTA30 w/ 22 10d -
NAIL ON INSIDE AND OUTSIDE,
TYP BOTH JAM55
3 - 2x6 JACK STUDS
SIMPSON HTT5 ON 5/8"OX6" TITEN
SCREW, w/ 26-10d, TYP. EA.
VERTICAL SIDE
a
5HEAfR PRXIE
SCALE: I/2"=I'-0"
Ulm
SECOND FLOOR
TRU55 BEARING_ --
FLOOR TRU55
3-16" LVL BEAM
4- 5IMP50N M5TA30 w/ 22-10d
NAIL ON INSIDE AND OUTSIDE,
TYP BOTH JAMBS
3 - 2x6 JACK STUDS
ALTERsNATE FOR L5THD8 SIMPSON
HTT5 ON 5/8" 0X6" TITEN SCREW, w/
" THREADED RODS 26-10d, TYP. EA. VERTICAL 51DE
!CK STUDS 5IMP50N LSTHDS w/ 24-16d—
SINKERS, TYP. EA. GARAGE
DOOR JAMB
SHEAR FR,4I IE
SCALE: 1/2"-1'-0"
4' THICK 3000 PSI FIBER REINFORCED
CONCRETE SLAB ON 8 MIL PVC VAPOR
BARRIER ON 9rp% MODIFIED PROCTOR
COMPACTED FILL w/ TERMITE TREATMENT, TYP.
cD
8" x
D
" 5 BAR CONT.
NON-5EA�IN DFOF:l 5LAE3
SCALE: 3/4" = I' -0"
THREADED RODS
JACK STUDS
SHEAR WALL HOLD DOWN SYSTEM:
1-51MPSON HDU4-5D52.5 ON 5/8"O THREADED ROD
SET 1" INTO SLAB w/ 5IMP50N "SET" EPDXY AND
10-5D5 1/4"x21/2" TO POST, TYP. EACH SIDE.
INSTALL 51MP50N CNW 5j8" -I/2" TRANSITION
COUPLER NUT AND THREADED ROD TO TOP
PLATE ABOVE 45 DESCRIBED AT VERTICAL
THREADED ROD HOLD DOWN NOTE,
o = VERTICAL THREADED ROD HOLD DOWN SYSTEM.
3/8"0 THREADED ROD CONT. FROM FOOTING TO ABOVE
TOP PLATE. ALL THREADED RODS SHALL BE
ANCHORED WITH 5IMP50N TITEN HD THD3634RC (ROD
COUPLER) SCREW. AT ALL ROD PENETRATIONS,
PROVIDE A HOLE IN PLATE 1/4" LARGER THAN ROD.
RODS MAY BE SPLICED w/ 5IMF50N CNW
CONNECTORS. RODS SHALL TERMINATE ABOVE TOP
PLATE AT 3"x3"x'/e" WASHER AND NUT TIGHTENED TO
APPROX 25 LBiFT OF TORQUE. ALLOW MIN. OF 3
THREADS ABOVE WASHER ALL VERTICAL RODS
SHALL HAVE NUT AND WASHER AT SILL PLATE.
SPECIAL ATTENTION SHALL BE PAID TO PRESSURE
TREATMENT OF SILL PLATES AND ISOLATION OF
METALS AT SILL,
THICKENED INTERIOR
r BEARING DROF 5L,45
S -I SCALE: 3/4"=1'-0"
4" THICK 3000 P51 FIBER REINFORCED
CONCRETE SLAB ON 8 MIL. PVC VAPOR
BARRIER ON 96% MODIFIED PROCTOR
COMPACTED FILL w/ TERMITE TREATMENT, TYP.
4" THICK 3000 PSI FIBER REINFORCED
CONCRETE SLAB ON 8 MIL. PVC VAPOR
BARRIER ON 96% MODIFIED PROCTOR
COMPACTED FILL w/ TERMITE TREATMENT, TYP.
3000 PSI REINFORCED
GONG. w/ 2-"5 BARS CONT.
w/ MIN. 30" LAP
Tk4GIN=NED GL 45 _ GARAGE
SCALE: 3/4"=I'-0"
4" THICK 3000 P51 FIBER REINFORCED -
CONCRETE SLAB ON 8 MIL. PVC VAPOR
BARRIER ON 9(,% MODIFIED PROCTOR
COMPACTED FILL w/ TERMITE TREATMENT,
o DII D
\\ \\\ ---- - ------ --- -- /\\ - = GRADE
I'-4" ONE STORY - 2-05 CONT. M
1'-8" TWO STORY 3-"5 CONT.
SCALE: 3/411 -l' -O" SCALE 3/4"-1'-0"
I I 1
SI -I A-8
440
I------ --------------- -•------ -------SEE ------- --------------
-------------------------------------- --
Ir-----------------------ii--- - - - - ------ -----------------ii - -- ------------------I-r------------------------------------
115UNMER STUB FOR FUTURE
I I KITCHEN HtC WATER DRAIN
I I GAS E DEDICATED I I I I I I I I I I I I I
ELEC. CIRCUIT I�EN I I i i i i i i I I gl/2 DROP
<11CHEN I
I COORDINATE I I i i i V c
I I I I KITCHEN LAYOUT I I I I I I I I I I
II II II II II II II I II
I I I I WITH FINAL KITCHEN
I I I I I
IiIIIIII IIIIIIIj IjIiIIIII • IIIIIiIIjIIIIIIIItIIiI rII� ----- 1 - D1 E -51 -G -N
I1IiIII�III1IiIII�II iIIIIIiIIIIit ----- IIi tIII IIII III II1III II1LI IIIIIIItII _IIII IIII
iiIII
�
DOWN
DW. i L___
LIL--- -----1 ----- ------------------------ ----- C4R4CE
-- 4" THICK 3000 PSI FIBER REINFORCED IIIII-LII
I I I CONCRETE SLAB ON 10 MIL PVC VAPOR
BARRIER ON 96% MODIFIED PROCTOR2I IIIII
I
COMPACTED FILL w/ TERMITE TREATMENT, i t
ICE ii tt II II II II A -Ii �i i TYP.
ISI it II I I II II II II II II it I II
I II II r____ I II II 11 II II II II I II
I II II II II II II II II II i
I II II I i II II II II II II II
I II II 1 I II II II II 11 � II II � II
I II II I I II II II II it I 2 II I II
I II II II I II II
I II II II II II II I II II 1 II
II II it Ii II II A/C II I S-1 II � Ii
I II II it it II II II II II L______ _____________
I II II II I ----JJ I ------------- I IL. ----JI-------------------------------------------------
L�
------- -------------- J LL. -----
IF
--- J
11 II II � I I I I I I• •
I II II II
IIII-------------------------------------------------------------
DOWNII
ii I" 3/2" DROP ii ii i --------------------------------------------------------- ---------�II
II II
11 \ it II I II
11 II II II
I i i i i i I I07
moi' F FLR 1'-4" ABOVE OF STREET 6
j I I I I I I
5IMP50N ABU66 ON 1/2"� x 6" 5_ I 31/2" DROP I I
I I 51M ON A5U66 ON 1/2"0 x 6" I I I I I TITEN SCREW" INTO SLAB I I \ I I
TITEtl SCREW" INTO SLAB i i i i I w/12 -16d TO POST
W
I I
I I /12- 6d TO POST, TYP. I I I I I ----- __________-
lt� TO -------________-
II II II L _______
I II II II II
II II II II
IIII IL------------------------------------------------------------------
--------------------------- -- II
I ii I SIM. 6 ii L- --------------------- --------
DOU;r1 I"\
I I
II 11 I
� II II � it ii
ii � S -I ii ii
II II it 6 ii
I II � II
I II II II II
I II II II II
4" THICK 3000 P51 FIBER REINFORCED 1 I I I
I I I I CONCRETE SLAB ON 10 MIL PVC VAPOR I I I
I i j i BARRIER ON 96% MODIFIED PROCTOR I
COMPACTED FILL w/ TERMITE TREATMENT, I 1
j------ --------------- II TYP.L -- --- - -------- ------- - - -- x-
-------------------- --- -t-j ---------
II II
I II II �
______________
0
FOUN
I I I
-10 A-9 A-7 SCALE: I/8"
TION FLAN
I Nalm.
S -I
5IMP50N L5THD8 w/ 24-16d
SINKERS, TYP. EA. GARAGE
DOORJAMB
Ps
REVISION
BP# RES17 - d3oc/
SIGNED lil
I l 51M.
S -I
2
A-12
5IMP50N ABU66 ON 1/2"0 x 6"
TITEN 5CREW" INTO SLAB
w/12 -16d TO POST
REVISIONS
3 -26 -IS
S -I -IS
DATE OF
ISSUE
4-12-1-1
DRAWN BY:
HGP /
SHEET NO.
LAMAR
S-1
15��6
STRUCTURAL NOTES:
1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the
authorities having jurisdiction over this type of Construction and Occupancy at this location.
2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all
applicable codes and regulations.
3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar
situations elsewhere on the work, except where shown otherwise.
4. All design loads shall be per Florida Building Code, 2014 edition
Live Load, Roof - 25 psf
Live Load, Floor - 40 psf
Live Load, Open Balcony - 60 psf
Dead Load, Floor - 15 psf unless otherwise noted
Dead Load, Roof - 15 psf unless otherwise noted
5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site
is capable of providing min. 2000 psf soil bearing.
6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuing
the work.
7. Step footings below all sanitary and water lines.
CONCRETE:
1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete, and
shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete.
2. All concrete shall have the following minimum compressive strength at 28 days in accordance with
ASTM C 172, C31 and C39:
Footings, slabs on grade and misc. concrete: fc = 3000 psi
Cast -in-place beams, columns and elevated slabs: fc = 3000 psi
3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150).
X12 \ I2
VARI*E_5_VARIES \� VARIES VARIES
o = VERTICAL THREADED ROD HOLD DOWN SYSTEM.
3/a"m THREADED ROD CONT. FROM FOOTING TO ABOVE
TOP PLATE. ALL THREADED RODS SHALL BE
ANCHORED WITH SIMP50N TITEN HD THD3634RC (ROD
COUPLER) SCREW. AT ALL ROD PENETRATIONS,
PROVIDE A HOLE IN PLATE 114" LARGER THAN ROD.
RODS MAY BE SPLICED w/ 51MP50N CNW
CONNECTORS. RODS SHALL TERMINATE ABOVE TOP
PLATE AT YxYx/a" WASHER AND NUT TIGHTENED TO
APPROX 25 LB/FT OF TORQUE. ALLOW MIN. OF 3
THREADS ABOVE WASHER. ALL VERTICAL RODS
SHALL HAVE NUT AND WASHER AT SILL PLATE.
SPECIAL ATTENTION SHALL BE PAID TO PRE55URE
TREATMENT OF SILL PLATES AND ISOLATION OF
METALS AT SILL.
T UC STC � I OLIDE)CUA
THFE4DED CD 5 FE I
4" SIMFD60N
5DWC
SCREWS a
_ EA. STUD
4" 51MP50N
5DWC
SCREWS a
EA. STUD
3/a`0 SIMPSON TITEN HD
SCREW w/ MIN, 3'/4" EMBE
ON SIMPSON BP'% BEARING
PLATE, TYP. a MAX. 32" O.C.,
MAX. 8" FROM CORNERS AND
SILL PLATE SPLICE.
4" 51MP50N --
SDWG
SCREWS s
EA. STUD
-1 -
SIMPSON 1-
SIMPSON
5DW=
- - 3CREli1 -
a MAX
26" O.C.
3
A-12
TWO 5TCIR�' �40LDDCJN
�15[DJF 5GREW 5r5TE�1
SCALE: 1/2"=1'-0" \5 -41 SCALE: I/2"=1'-0"
II
OPTIONAL HOLDDOWN SYSTEMS
1-I6" LVL
Iu
A
4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM).
5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement.
6. Construction within 1500 ft if the Coastal Control Line additional requirements:
Cast -in-place beams, columns and elevated slabs: fc = 5000 psi
Maximum water -cement ratio: 0.40
Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218.
7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall
conform to "Details and Detailing of Concrete Reinforcement" ACI 117.
8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117,
"standard Tolerances for Concrete Construction and Materials"
9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs
shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 1lb/cy complying with ASTM C1116.
10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural
fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall
be treated with termite poison before vapor barrier is placed.
11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the
Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing.
12. The following minimum concrete cover shall be provided for reinforcement:
3" - Concrete placed against and permanently exposed to earth
2" - Concrete exposed to earth or weather, #6 bar or larger
1 !/2" - Concrete exposed to earth or weather, #5 bar or smaller
1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns.
13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths:
#4 bars - 21" min.
#5 bars - 26" min.
#6 bars - 32" min.
#7 bars - 46" min.
A-/\2 6
WALL ABOVE
-- -------------i
3 2x10/1/1 3 2x10/1/1 I 3 2x10/2/2y
_i 3-ZxlO/2/Z
LVL BEAM ABOVI
MAY BE CUT FOR I
EA SIDE OR OPEN
BEARING WALL
UMB1Nn
'Ifni-7�1711"t
I
SEE SECTI
K
Q
O
STAIR FRAI
IING
m
SIMPSON
�
I'
SDWC
1. ed
51MP50NION
it
l
�C@EWS
5DWC
N
l
SCREWS
W
44 POST A VE
485 lbs
PI
485 Ibs
UPLIFT
UPLIFT
2- 6
AND BELO
2- 611
5IMP5ONit
it
51MP50N
5DWC
ii
5DWC
SCREW =
SCREW =
910 Ibs
910 lbs
UPLIFT
I
UPLIFT
o = VERTICAL THREADED ROD HOLD DOWN SYSTEM.
3/a"m THREADED ROD CONT. FROM FOOTING TO ABOVE
TOP PLATE. ALL THREADED RODS SHALL BE
ANCHORED WITH SIMP50N TITEN HD THD3634RC (ROD
COUPLER) SCREW. AT ALL ROD PENETRATIONS,
PROVIDE A HOLE IN PLATE 114" LARGER THAN ROD.
RODS MAY BE SPLICED w/ 51MP50N CNW
CONNECTORS. RODS SHALL TERMINATE ABOVE TOP
PLATE AT YxYx/a" WASHER AND NUT TIGHTENED TO
APPROX 25 LB/FT OF TORQUE. ALLOW MIN. OF 3
THREADS ABOVE WASHER. ALL VERTICAL RODS
SHALL HAVE NUT AND WASHER AT SILL PLATE.
SPECIAL ATTENTION SHALL BE PAID TO PRE55URE
TREATMENT OF SILL PLATES AND ISOLATION OF
METALS AT SILL.
T UC STC � I OLIDE)CUA
THFE4DED CD 5 FE I
4" SIMFD60N
5DWC
SCREWS a
_ EA. STUD
4" 51MP50N
5DWC
SCREWS a
EA. STUD
3/a`0 SIMPSON TITEN HD
SCREW w/ MIN, 3'/4" EMBE
ON SIMPSON BP'% BEARING
PLATE, TYP. a MAX. 32" O.C.,
MAX. 8" FROM CORNERS AND
SILL PLATE SPLICE.
4" 51MP50N --
SDWG
SCREWS s
EA. STUD
-1 -
SIMPSON 1-
SIMPSON
5DW=
- - 3CREli1 -
a MAX
26" O.C.
3
A-12
TWO 5TCIR�' �40LDDCJN
�15[DJF 5GREW 5r5TE�1
SCALE: 1/2"=1'-0" \5 -41 SCALE: I/2"=1'-0"
II
OPTIONAL HOLDDOWN SYSTEMS
1-I6" LVL
Iu
A
4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM).
5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement.
6. Construction within 1500 ft if the Coastal Control Line additional requirements:
Cast -in-place beams, columns and elevated slabs: fc = 5000 psi
Maximum water -cement ratio: 0.40
Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218.
7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall
conform to "Details and Detailing of Concrete Reinforcement" ACI 117.
8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117,
"standard Tolerances for Concrete Construction and Materials"
9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs
shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 1lb/cy complying with ASTM C1116.
10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural
fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall
be treated with termite poison before vapor barrier is placed.
11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the
Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing.
12. The following minimum concrete cover shall be provided for reinforcement:
3" - Concrete placed against and permanently exposed to earth
2" - Concrete exposed to earth or weather, #6 bar or larger
1 !/2" - Concrete exposed to earth or weather, #5 bar or smaller
1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns.
13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths:
#4 bars - 21" min.
#5 bars - 26" min.
#6 bars - 32" min.
#7 bars - 46" min.
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14. Reinforcing in footings shall be bent around corners or corner bars shall be installed.
15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement.
Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel.
WOOD:
1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction",
2001 Edition.
2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate
preservative suitable to the exposure conditions.
3. When ACQ treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM A153,
Class C, or ASTM 8695, Class 50. When borate treated is used, galvanizing shall not be required.
4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition
and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1).
5. All trusses shall be designed by the truss manufacturer's registered Engineer.
6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered
Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions
at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The
Contractor shall review and approve shop drawings prior to submitting to the Design Professional.
7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91.
8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings.
9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal.
10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36.
11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall
be galvanized per ASTM A153, Class C, ASTM B695, Class 50 or be stainless steel Type 316. All anchor bolts,
threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized.
12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to
Simpson Strong -Tie instructions for the anchor size and depth required.
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AT ALL SHEAR WALL LOCATIONS NOT NOTED
OTHERWISE, WALL TO BE SHEATHED WITH 1112" C -D
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BOUNDARIES AND AT ALL OPENINGS, AND 6" O.G. AT
ALL PANEL LDGES.
AT INTERIOR LOCATIONS TO BE FINISHED w/ GWB,
SHEAR WALL SHEATHING TO BE UNDER GWB.
---w------•----- ------- --- -- ---
NUMBER OF MEMBERS
A-1 SIZE OF MEMBERS
NUMBER OF JACK STUDS 9 EA. END
NUMBER OF KING STUDS a EA. END
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SCALE: 114"=V-0"ALL HEADERS TO BE AT TOP OF OPENING,
NOT UNDER TOP PLATE, UNLESS OTHERWISE
NOTED.
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SCALE: 1/4" = I' -0"
OF
A_fB7 REVISFU
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3-2�0-18
S -I -IS
DATE OF
ISSUE
4•-12-11
DRAWN BY:
WISP
SHEET NO.
LAMAR
S-2
15006
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DATE OF
ISSUE
4•-12-11
DRAWN BY:
WISP
SHEET NO.
LAMAR
S-2
15006