1067 BEACH AVE - ACCESSORY BUILDING DRAWINGSH ION I DES 1067 OCEAN FRONT COTTAGE RENOVATION
067 BEACH AVENUE, ATLANTIC BEACh, FLORIDA 32233
CO R
THE PROJECT SHALL BE DE51GNED AND CONSTRUCTED IN ACCORDANCE WITH
THE FOUR VOLUME5 OF THE FLORIDA BUILDING CODE, 2017 EDITION
1) VOLUME I - BUILDING, WHICH INCLUDES ENERGY, ACCE551BILITY AND STATE
AGENCY REGULATION5,
2) VOLUME 2 - PLUMBING
3) VOLUME 3 -MECHANICAL AND FUEL GAS STANDARD NEPA 70-2008)
4) VOLUME 4 - THE NATIONAL ELECTRICAL CODE
5) FLORIDA FIRE PREVENTION CODE 2015
TF115 HOUSE IS DESIGNED FOR THE 120 MPH WIND ZONE.
THE PROP05ED PROJECT 15 A NEW TWO 5TORY COTTAGE. IT WILL HAVE A ONE
CAR GARAGE ON THE FIRST FLOOR AND WILL BE CONSTRUCTED WITH WOOD
5TUD WALL5 WITH R-1 3 BATT IN5ULATION ON A TURN DOWN CONCRETE 5LAB
ON GRADE WITH CONTINUOU5 VAPOR BARRIER AND A 5TANDING SEAM METAL
ROOF ON PRE -FABRICATED ROOF TRU55E5.
AREA SUMMARY
EXISTING HOME = 1,3 14 G.5.F. / FLOOR = 2,628 G.S.F.
NEW COTTAGE = 448 G.5.F. / FLOOR = 896 G.5.F.
(FIRST FLOOR OF COTTAGE 15 448 G.5.F. OF UNCONDITIONED SPACE)
CHAPTER 3 OCCUPANCY CLA551FICATION
FBC 302.1
THE EX15TING AND PROP05ED 5TRUCTURE5 ARE CLA551FIED A5 RESIDENTIAL
R-3. FBC 3 10.5 RESIDENTIAL GROUP R-3 INCLUDE5 RE5IDENTIAL OCCUPANCIES
WHERE THE OCCUPANT5 ARE PRIMARILY PERMANENT IN NATURE.
CHAPTER 6 TYPE5 OF CONSTRUCTION
THE PROJECT5 CONSTRUCTION 15 CLA551fIED A5 TYPE VB CON5TRUCTION ARE
TH05E TYPES OF CON5TRUCTION IN WHICH THE 5TRUCTURAL ELEMENT5,
EXTERIOR WALL5 AND INTERIOR WALLS ARE OF ANY MATERIALS PERMITTED BY
TH15 CODE.
CHAPTER 5 GENERAL BUILDING HEIGHT5 * AREAS
FBC TABLE 503 ALLOWABLE HEIGHTS AND BUILDING AREA5
TYPE OF CONSTF'UCTION
MAXIMUM HEIGH]
BUILDING AREA
ALLOWABLE PER CODE
VB
2 5TORY
7,000 5. F.
IMPERVIOUS AREA5:
EXISTING- BLDG 1 ,442 5QFT
DRIVEWAY 586 5QFT
TOTAL 2,028 5QFT
NEVI/- BLDG 181 1 5Q FT
NEW RE5UL:T5 IN REDUCTION OF IMPERVIOU5
AREA BY 2 17 5QFT OR I I %.
FROF05ED
VB
2 5TORY
896 5.f -
(COTTAGE)
At
A k
71 s7A A
067 BEACH AVENUE, ATLANTIC t3EACH FLORIDA 32233
UPDATED CODES
1 0.8.1 8
ii
DRAWING LIST
ARCHITECTURAL
A300- COVER SHEET
A30OA- SURVEYS
A3003- SURVEYS
A301 - 15T FLOOR PLANS
A302- 2ND FLOOR PLAN5
A303- ELEVATION5 * 5ECTION5
A304- RCP'5, FRAMING PLAN5, * 5TAR PLAN AND 5ECTION
A305- WALL 5ECTION5 * DETAIL5
A306- DOOR * WINDOW ELEVATIONS
CR055 HATCH INDICATE5 PROPERTY LINE PAVING
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ARCHITECTURAL SITE PLAN.
SCALE: 3/32"= 1'-0"
GENERAL NOTES:
1. ALL PRODUCTS SELECTED BY CONTRACTOR
EDUUPON REQUESTT DBE INCLUDED IY CONTRACTOR) ANPRODUCT
D MUST BAPPROVAL
LIST (APPROVAL INFORMATION TO BE 5UDM1 T
INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
2. PRODUCTS THAT SHALL CONFORM TO NOTE NUMBER ONE INCLUDE (BUT NOT LIMITED TO) STEEL REBAR,
WOOD STUDS, METAL FLASHING, PEEL * STICK MOISTURE BARRIER, PAINT, VAPOR BARRIER, , CA5T IN
PLACE CONCRETE AND DOORS.
3. CONTRACTOR 15 TO SUBMIT .SAMPLES OF ALL
IMMEDIATELYCTED ROD THERE AREWNER ANY D SOCREPANOC �5 BETWEEN
4. CONTRACTOR IS TO CONTACT THE ARCHITECT
PLANS, SECTIONS AND / OR DETAILS.
5, PLEASE NOTIFY ARCHITECT OF ANY DSCKEPANCIE5 BETWEEN ALL DISCIPLINES' DRAWINGS.
G. PLEASE NOTIFY ARCHITECT IF ANY CLARIFICATION DRAWINGS SHOULD BE REQUIRED DURING THE
CONSTRUCTION PROCESS.
FI RE ALARM 5Y5TEM NOTES:
1 AUDIBLE AND VISUAL NOTIFICATION WILL BE ADDED PER NEPA 72 REQUIREMENTS.
2. CONTRACTOR WILL BE REQUIRED TO CONTACT FIRE MARSHAL TO COORDINATE ACCEPTABLE FIRE ALARM
SYSTEM.
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A30OA- SURVEYS
A3003- SURVEYS
A301 - 15T FLOOR PLANS
A302- 2ND FLOOR PLAN5
A303- ELEVATION5 * 5ECTION5
A304- RCP'5, FRAMING PLAN5, * 5TAR PLAN AND 5ECTION
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EDUUPON REQUESTT DBE INCLUDED IY CONTRACTOR) ANPRODUCT
D MUST BAPPROVAL
LIST (APPROVAL INFORMATION TO BE 5UDM1 T
INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
2. PRODUCTS THAT SHALL CONFORM TO NOTE NUMBER ONE INCLUDE (BUT NOT LIMITED TO) STEEL REBAR,
WOOD STUDS, METAL FLASHING, PEEL * STICK MOISTURE BARRIER, PAINT, VAPOR BARRIER, , CA5T IN
PLACE CONCRETE AND DOORS.
3. CONTRACTOR 15 TO SUBMIT .SAMPLES OF ALL
IMMEDIATELYCTED ROD THERE AREWNER ANY D SOCREPANOC �5 BETWEEN
4. CONTRACTOR IS TO CONTACT THE ARCHITECT
PLANS, SECTIONS AND / OR DETAILS.
5, PLEASE NOTIFY ARCHITECT OF ANY DSCKEPANCIE5 BETWEEN ALL DISCIPLINES' DRAWINGS.
G. PLEASE NOTIFY ARCHITECT IF ANY CLARIFICATION DRAWINGS SHOULD BE REQUIRED DURING THE
CONSTRUCTION PROCESS.
FI RE ALARM 5Y5TEM NOTES:
1 AUDIBLE AND VISUAL NOTIFICATION WILL BE ADDED PER NEPA 72 REQUIREMENTS.
2. CONTRACTOR WILL BE REQUIRED TO CONTACT FIRE MARSHAL TO COORDINATE ACCEPTABLE FIRE ALARM
SYSTEM.
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AVG fI N ISH GRADE EL. = 1 5 1 1'
F.F.E. = I G.02'
CUT 5URPLU5 FROM EXCAVATION:
33.0'x3.14x.5832=G7.3FT2/27= 2.5 YD3
B-5LAB 3
10.0' x 28.0'x .583 = 1 G3.2 / 27 = G.0 YD
C - GRADE BEAMS
90 LF x 2.0'x 1 .5' / 27 = 10.0 YD
TOTAL YARDAGE = 18.5 YD
FILL RQ'D ON SITE FOR SPOILS REMOVAL:
,. .....�i .II _..I- a - --' -II = 3 3
0 -0 x 8 -0 x 2 -0 I GO FT / 2 7 = 5.9 YD
B - CONCRETE DRIVE REMOVAL
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TOTAL YARDAGE = 18.5 YD3
30 HIGH GUARD RAIL
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PLANS, ROOF
PLAN, *
DETAILS
A302
ROOF BEARING EL. �;= 171-611 A.F.F.
WINDOW 51 LL EL. =� 10'-6" A.F.F.
I _ SECOND FLOOR EL1 — 8'-8" A F.F.
I 11
I WINDOW 51 LL EL. —I 21- 10
A.F.F.
COTTAG
SCALE: 1/4"= 1'-0"
ROOF BEARING EL. = 171-611 A.F. F.
3G" HIGH GUARD RAIL
WI N DOW SI LL EL. = 101-01 A. F. F.
5ECON D FLOOR EL. = 8'-8" A. F. F.
WINDOW 51 LL EL. = 2'- 10" A.F.F.
FI N I5H FLOOR EL. = 0'-0"
COTTAGE WEST ELEVATION
SCALE: 1/4"= 1'-0"
ROOF BEARING EL. = 17-8" A.F.F.
L
42" HIGH GUARD RAIL
WI N DOW 51 LL EL. = 101-01 A. F.F.
5ECON D FLOOR EL. = 8'-8" A. F. F.
WINDOW SILL EL. — 21- 10" A.F.F.
FIN15H FLOOR EL. = 0'-0" _
12
8[__;�
FIN 15H FLOOR EL. �I 0'-0"
2 PROFILE OF—
�7'8 EXISTING HOME
ELEVATION MATERIAL KEY
SOUTH
ELEVATION
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INDICATES STANDING SEAM
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INDICATES WALL MOUNTED
EXTERIOR LIGHTING (MOUNTED
U_
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@ A MINIMUM OF 0-0 A.F.F.)
UPDATED ELEVATIONS * ADDED TURTLE
SAFE LIGHTING
9.25-18
Name: AmberLED LEDicated Vaporproof-Angled Shade
Catalog Number: VW53QF1X23UAMPSFAS
Manufacturer: QSSI
Multi -Listing: Lamar Lighting, Access Fixtures,
DuraGuard Products Inc., Eco -Revolution LLC, Southern
Lighting Company, Envoy Lighting, Pro -lite, LEDalux,
N2M, LLC, Lumencia
Required options: Amber LED
Link: QSSI
Wildlife Lighting Certification Number: 2018-001
■ Light must be downward directed.
■ Maximum mounting height of 8 feet from the
floor.
■ Not recommended for use on the beach side of a
structure.
I I t I I j I-
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1
,I
:54CO01TAGE
SOUTH
ELEVATION
A30
-A— 1/4''= -
&Z
ROOF BEARING EL. = 17-6" A. F. F.
WINDOW 51 LL EL. = 10'-G" A.F.F.
SE( -ON D FLOOR EL. = 8'-8" A. F. F.
WINDOW SILL EL. = 2'-10" A.F.F.
FIN 15H FLOOR EL. = 0'-0"
/'00 2 COTTAGE BUILDING SECTION
ROOF BEARING EL. = 171_8" 'A: �. F
WINDOW 51 LL EL. = 12'-4" A.F.F.
WINDOW 51 LL EL. = 10'-G" A.F.F.
5ECON D FLOOR EL. = 8'-8" A. F. F.
WINDOW 51 LL EL. = 2'- 10" A.F.F.
FINISH FLOOR EL. = 0'-0"
COTTAGE EAST ELEVATION
SCALE: 1/4"= P-0"
rG C OTTAGEIVORTH E L8VATI_,�_�,
SCALE: 1/4"= 1'-0"
ROOF BEARING EL. = 171-611 A.F.F.
42" HIGH GUARD RAIL
WINDOW 51 LL EL. — 10'-G" A.F. F
SECOND FLOOR EL. = 8'-8" A.F. .
WINDOW 51 LL EL. = 21- 1011 A.
FIN15H FLOOR EL. = 0'-0"
COMMUNITY DEU :OPMENT
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SFC'OND FLOOR REFLECTED CEILING PLAN.
SCALE: 1/4"= I'_0"
7_1 FIRST FLOOR REFLECTED CEILING PLAN
FA�n4 5.<.E 1,4=I, -oil
36" HIGH CONTINUOU5 RAILING
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A313
OPPOSITE
2X BLOCKING @ 24" O.C.
NEW P.T. 4X4 POST -BEYOND (PAINT)
RE�LECTED CEILING PLAN LEGEND
O I REC05ED DOWN -LIGHTING
C!� I SUSPENDED /CEILING FAN 4� LIGHTING FIXTURE
Q WAL MOUNTED LIGATING
WAL_ MOUNTED EXTERIOR LIGHTING (SEE ELEVATIONS
FOR MOUNTING 11EIGtiT5)
� EXI1 UST FAN * DOWNLI611T
I DECbKATIVE PENDANT LIGHT FIXTURE
7== I BATd�KOOM WALL SCONCE
NOTES:
ALL CEILI 6S TO BE G.W.B. (PAINT) ATTACHED TO BOTTOM OF ROOF
1.AND FLOO STRUCTURE UNLESS OTHERWISE INDICATED ON PLAN
5.
:53 EXTERIOR STAIR SECTION
30s..AL... 3/4"= 1 1-0 _.
FRAM I N I NOTES:
� A5 NEEDED TO SUPPORT NON LOAD BEARING IN
WALLS WITH 2x6 FLOOR JOIST @ 16" O.C.
1) FRAM
2) COOR (NATE PRE -FAB FLOOR TRU55 DEPTH AND ATTACHMENT PER MANUFACTURER5 AND CODE
REQUIREMENTS.
CTOR TO CONTACT ARCHITECT, 5TRUCTUKAL ENGINEER AND OWNER ANY D15CREPANCIE5 IN
3) CONT �A
DRAWIN 8 BETWEEN TRADES.
CTOR TO CONTACT ARCHITECT, STRUCTURAL ENGINEER AND OWNER IF ANY EXISTING, ABNORMAL
4) CONT
5TRUCT ��KAL CONDITIONS ARE D15COVEKED UPON REMOVAL OF EXISTING STRUCTURE.
(2) �'.T. 2X8 JOIST
METAL HANGER - ATTACH STAIR
STRINGERS TO 8X8 POSTS (BOT
SID SOF STRINGERS
11,
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2XG COLLAR. TI E5
2,00F FRAMING PLAN ------- ==namsm
SCALE: 114"= 1'-0"
..._ . ..r. . rn k f /1
SECOND FLOOR FRAMING PLAN
SCALE: 1/4"= 1'-0"
10'- 10" (1 3 EQ. TREAD5 @ 10" AND 14 RISERS @ 7.4311)
5-0" LANDING
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SECOND FLOOR R
5 CALF . J14"==)'-0"
FIRST FLOOR REFLECTED CEILING PLAN
5 CALF: 114"= 1 '-o"
36" HIGH CONTINUOU5 RAILING
5ECOND fLOOR
EL. = 6-8"
A. E. E.
I
A313
OPPOSITE
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NEW F.T. 4X4 P05T - BEYOND (PAINT)
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�9
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5 CALF: 114"= 1 '-o"
36" HIGH CONTINUOU5 RAILING
5ECOND fLOOR
EL. = 6-8"
A. E. E.
I
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OPPOSITE
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NOTES:
1. ALL CEILING TO BE G.W.B. (PAINT) ATTACHED TO BOTTOM OF ROOF
AND FLOOR 5; RUCTURE UNLE55 OTHERWISE INDICATED ON PLANS.
0 ol":
50 EXTERIOR STAIR SECTION
304 CA.c. 314"= 0
FRAM I NG N TE5:
1) FRAME A NEEDED TO 5UPPORT NON LOAD BEARING INTERIOR WALLS WITH 2xG FLOOR J015T @ 1 G" O.C.
2) COORDINjATE PRE -FAB EL_OOR TRU55 DEPTH AND ATTACHMENT PER MANUEACTUREK5 AND CODE
REQUI REME �T5.
3) CONTRA CTOR TO CONTACT AR HI ECT, STRUCTURAL. ENGINEER AND OWNER ANY DISCREPANCIES IN
DRAWI NG5 ETWEEN TRADE5.
4) CONTRACTOR TO CONTACT ARCHITECT, STRUCTURAL rNGI NEER AND OWNER If ANY EX15TI NG, ABNORMAL
5TRUCTURACL CONDITION5 ARE 1315COVERED UPON REMOVAL OF EXI5TING 5TRUCTURE.
--,---(2) P.T. 2X8 JOIST
T
METAL OANGER -ATTACH STAIR
STRING RS TO 8X8 POSTS (BO
51DE5 Of STRINGERS)
11,
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2X6 COLLAR TI E5
ROOF FRAMING PLAN,
A304 SCALL: 114"= I' -o"
5CALE: 114"= 1'-0"
moo
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12
4�
TRUSS BEARING EL. _
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A304 I J
FIN MOUNTED 50LID VINYL WINDOW
WINDOW 51 LL EL. _
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%�
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2'-1 0" A.F.F.
4" CONCRETE BREAK AWAY 5LA5
FIN 15H FLOOR EL. = 0'-O"
WALL SECTION 1
STANDING SEAM META ROOF W/ --�
WATERPROOF MEM CRANE ON 5/8II T*G
DECKING OVER 2XG IRAFTER5 (R-30 BATT
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12
4
i
TRU55 BEARING EL.
171-611 A.F.F.
2x4 WOOD 5TU D WALL @ I G110-
G.
W/ WOOD 5NAKE 51DIING ON
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WATER RE515T1 VE B �RRI ER WITH
CONT. R-1 3 BATT I 5ULATION
FIN MOUNTED 50LID
VINYL 5L1 D1 NG DOORI
3G" HIGH WOOD GUARD RAIL
4
A3 )04
SECOND FLOOR EL. ��-
81-811 A. F. F. I
I /2" PLYWOOD DEC SING ON 2X8
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SOLID CORE FIBERGIjASS
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WINDOW 51 LL EL.
2'-1 0" A.F.F.
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EAK AWAY 5LAB
FIN 15H FLOOR EL_11
. 0'-0"
WALL SECTION
s
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P.T. CONTINUOU5 2X 12
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P.T. I X8 ST
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OM P.T. 2X 12
n STAIR DETAIL
2
3
A304
STANDING SEAM METAL ROOF W/
WATERPROOF MEMBRANE ON 5/8" T*G
DECKING OVER 2XG RAFTER5 (R-30 BATT
IN5ULATION)
TRUSS BEARING EL. _
171-811 A. F. F.
2x4 WOOD 5TU D WALL @ I G" O.C.
W/ WOOD SHAKE 51DING ON
112" PLYWOOD 5HEATHING WITH
WATER KE515TIVE BARRIER WITH
CONT R- 13 BATT IN5ULATION
V81-611
ECOND FLOOR EL. _
A.F.F.
1/21' PLYWOOD DECKING ON 2X8
FLOOR TRU55E5 @ 12 O.C.
OL WINDOW 51 LL EL. _
2'-1 0" A. F. F.
4" CONCRETE BREAK AWAY 5LAB
FIN 15H FLOOR EL. = 0'-0"
4L
l'-- -WALL SECTION 3
Casio CALF. 2 - 1 o
RAILING CAP CUT
FROM P.T. 2X3 (PAINT)
CONTINUOU5 P.T.
X 2 TRIM BOARD
(FAINT - BOTH 51 DE5)
31-011
P.T. 2X2 WOOD N
PICKET 4" O.C. (PAINT)
P.T. 2X2 BOTTOM
RAIL (PAINT)
P.T. 2X 12 STAIR TREAD
5TA1 K 5TRI NGER CUT
FROM P.T. 2X 12
N
0
cn
(BEYOND) @ 24" O.C.
P.T. CONTINUOUS
2X 12 SKIRT BOARD
EXTERIOR STAIR SECTION DETAIL
SCALE: I -1 /2"= 1'-0"
WOOD 5NAKE 51DING ON-
1/2"
N -
1/2" PLYWOOD 5HEATHING
WITH WATER RE515TIVE
BARRIER
STARTER STRIP
CONT. "Z" FLASHING
X4 BOARD TRIM
(PAINT)
CONT. BACKER ROD
AND SEALANT
DOOR JAMB (PER DOOR—
MANUFACTURER'S
REQUIREMENTS)
SOLID CORE FIBERGLASS
ENTRY DOOR
('05 EXT. DOOR HEAD DETAIL
2X4 5TU D WALL
(I G" O.C.) W/ CONT.
BATT IN5ULATION
112" GWB (PAINT)
(2) P.T. 2XG
HEADER W/
ALTERNATING 1/211
PLYWOOD 5PACER5
I X WOOD TRIM
(PAINT)
SCALE: I -1 /2"== 1'-0"
WOOD 5NAKE 51DIN1G 01'
1/2" PLYWOOD
5HEATHING WITH WATER
RF -515T1 VE BARRIER
5TARTEK 5TKIP
CONT. "Z" FLA5HING
X4 BOARD
TRIM (PAINT)
CONT. BACKER ROD —
AND SEALANT
FIN MOUNTED SOLID —
VINYL WINDOW W/
(5t11M AS NECESSARY)
� WINDOW HEAD DETAIL
112" GWB (PAINT)
2X4 5TU D WALL
0 Gil O.C.) W/ CONT.
BATT IN5ULATION
I X4 WOOD TRIM
(PAINT)
XG WOOD TRIM
(PAINT)
(2) P.T. 2XG HEADER
W/ ALTERNATING 11211
PLYWOOD 5PACER5
SCALE: I -1 /2"= 1'-0"
FIN MOUNTED SOLID
I X6 WOOD TRIM
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0
AS NECESSARY)
(PAINT)
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m
Q
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-
GONTIN0005 FLA5f11NG
I X4 WOOD TRIM
X3 ON I X4
(PAINT)
BOARD TRIM
(2) P.T. 2X6 SILL
LEAVE APPROPRIATE
PLATE
GAP AND CAULK
I/2" GWB (PAINT)
WOOD SHAKE SIDING
I 2X4 STUD WALL
ON 1/2" PLYWOOD
(I 6" O.C.) W/ CONT.
5HEATHING WITH WATER
BATT INSULATION
RESISTIVE BARRIER
o
WINDOW
SILL DETAIL
A3 13 SCALE: I -1 /2"= 1'-0"
RIPPED 2x3 HANDRAIL
(4 7/8 PERIMETER)
x2 TRIM W/ I l4" REVE/-.L-
mm
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0. FY
81 HANDRAIL DETAILS
A3 ! 3 s.,aLe. s 11= i a
WALL
5ECTION5
DETAI L5
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DETAI L5
A305
WINDOW 5CtH EDU LE
ID DOOR
COUNT NOTE5
8 DOUBLE HUNG FIN MOUNTED SOLID VINYL WINDOW
DOOR 5CHEDULE
ID
DOOR
W
31-011
2'-8"
2'-8"
2'-0
2'-4"
5_0
5'-0"
9'-0"
COUNT
H
0-811 2
0-8" 1
6'_8" I
6'-8" I
6'-8" 2
0-811�� I
6'-8'� I
7'-G" I
NOTES
SOLID CORE FIBEKGLA55 DOOR WI FULL GLA55 L ITE
SOLID CORE FIBERGLASS DOOR W/ FULL GLA55 LITE
HOLLOW CORE WOOD DOOR
HOLLOW CORE WOOD DOOR DOOR
HOLLOW CORE SLIDING WOOD OLD DOOR
HOLLOW CORE WOOD DOUBLE BI-FOOR W/ FULL GLA55 LITES
SOLID CORE FIBERGLASS DOUBLE D
SOLID CORE FIBERGLASS DOUBLE GARAGE DOOR
C 1 2'-0" 3'-2"
1
2
3
4
5
6
7
8
WINDOW 5CtH EDU LE
ID DOOR
COUNT NOTE5
8 DOUBLE HUNG FIN MOUNTED SOLID VINYL WINDOW
W II H ��
A 3 v 5 0
2 DOUBLE HUNG FIN MOUNTED SOLID VINYL WINDOW
B 3'-0" 4'-0"
51NGLE HUNG FIN MOUNTED SOLID VINYL WINDOW
C 1 2'-0" 3'-2"
1
it
21 ���
oll *10 001, 41�2. 8�� 2._6.. 51_011
3'-0"
40
DOOR TYPES
5CALE: 1/2"=: 1'-0"
O!
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O
WINDOW TYPES
SCALE: I r' = I'-0
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31-0"
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EN TI AL
DIS'SI GN CODE. _
4,' ,r ,
DESIGN LOADS. \
tJ
ROOF LOADING.
i
TOP CHORD LIVE I__C)AD
DEAD
-001'
r� t
TCP CHORD _OA!` ;
;
BOTTOM CHORD L I VE 1 0 AD
BOTTOM CHORD DEAD L D A D
FLOOR LOADI
TOP CHORD LIVE LOAD (°I TE.RIOR) _ _ _ _-- --_ 4 _ �%v3
TOP CHORD LIVE LOAD (BALCONIES) - --- _ _ _ __ -- _ -_ _; s;
TOP CHORD LIVE LOAD (CORRIDOR)_--_---- __.___.__.�._._.___.. _ i{
^' > t
TOP CHORD DEAD LOAD ____—________----_-_ _------ --.__- -_ -_-
BOTTOM uH ORG LIVE}f
BOTTOM CHORD DEAD LOAD
DEFLECT 10 N CN E 1,A,
ROOFFRtMI�JC'° LIVE LOAD I_/360 TOTAL_ C'
7.,
FLOC)R FRAMING-. LIVE LOAD L_/480 & TOTAL. _'; ;, ;' %�= ci_
WIND LOADING: (ASCE 7:(10)
BASIC WIND S P E E ! _ .__ - _ _ ._. ___ _ _._ ._ _ _ ___ _ _. _ -- -_ ..__ _ m P H
,
IMPORTANCE FACTOR
-r
MEAN ROOF HEIGHT
ROOF PITCH
BUILDING Cr�TEGOR'r� ;
EXPOSURE CATEGORY -_ _._. _ -- __- -.- ._ __
;SRF �L.�,SSII--IC'A: IOIv
ENC! _;., S �
Ti , f'` .r`_ I iii " - COEFFICIENT
1 !- 9--'s- ^' -r .,. 4,_ �
INTERNAL PRE :) ISE a I_, ! ICIEN
F._— _ -(A,��!� d�'"I '" ' r`v1_ ADDIN(J��_I__O���:r,�! L.�✓�_QS1 •Ri �J I
I �.�MI ONE I S -
I TRIBUTAI� I `i` i EI !OR E
I , _,_ »
,AREA !sf) ZONE I,PSF� I 'n - , __�,
;0
' 302 32.9 I -� 30'.2
I ._ I
7
50 -27.1 ---29.6 I +2-17.1 -34.2 �
I 100 +25.7 - 2 8. 2
WALL
_, r... A , �+ I 1^! �: �'��C` `-�OTi I lj _ �.i'' 3_i i'JLt` A I i 1_ I�IZL.�aJ�l1r: ...�
COMPONENT & CLADDING WALL, IE�_I__IE�jENTS �HA� L BED SI �I�1._�
SHOWN IN TABLE ABOVE,
•LINEAR INTERPOLATION IS ;PERMISSIBLE.
PLUS - PRESSURE AND MINUS SGC -TI ON. r, �,(_.,;r ; ' —Fir,-T'�:II FJRES URE ;
CE '�' FROM OUTS �'��RNERS OF BUILDING, F_ I� .�i,�I�L_�� ��. _,�
• THE DIS �,ur, _
TAN r i 1 •_.• T' + 1 1 ,•`.-1 i. o f I r� i `, S
r� " 10C)RS F,Q, rrNl,', 1{� THE V�1,A+_� F»r:1v,I1°JL ��� 1\_moi �, �:-�,_,,°� Vt INE_ v►lyl_;,;VV!`.��
® DESIGN OF WINDOWS/DOORS S I cI 1 "7 _
1 ALL- MEET TML ABO��`E NOTED NOSITI�./E �!�;t� 14r_C�111 JE } 1�,L.I _
MANUF.%SLPPLIER �� �..�H
GENERAL NOTES: , ; i .' ;: "`[''C:,' Y- THE N�ETIi�D OF
,_ SE T"__,E.. FIN HED STI L C;T�,Nt _ ." �L. I�v� \ -r, ' =-
ONTRACT DOCUMENTS REPf�,E���_N I' s ►�_ _ T -1--'HE R 1 ..,TI IRS '�� OR RS
THESE C f , 4,. .. , ,� _,�.,_-„Tr��3c_. , .., I ,E,
' SI -!ALL �.=, R C, �YrI r� E ALL i�1i E �, S U F� E. S ; .1 _.: I„
CONSTRUCTION. THE CONTRACTOR �, „ , ��-� ,._; I I -.I 6 r:E N'_}T 11MITED T01, MEAN`S AND
PERSONS 'ONS Iw n �.I s 11 _ -x I ..E_ SES AND OTHERDURING �,N .�.�CN P ���I� a ,I T� �."-_S� ,1 SIvC} 1.(�
_� ; . i; CZJ`�`,R OP a I j -`L: I ;� , "..� `1' 1u E.:. ��.VE
DING SHORING, FORMS, S�,Ai- r O...D,N _ , I'-' - ,. , .�� , THE CTR� J�: T�.!s�AL
METHODS, BRA 1,1, I"" ;�, 't L_I'. I'�_:N VIS; 1 r I_ , , c_ B I�L
C URIN C0NS 1
HOLD STRUCTURAL
ELEMENTS IN PLACE r _ , L a
OBSERVERS SHALL NOT INCLUDE I
ENGINEER OR STRUCTURAL
I LL_ APPLY UNLESS SFt�lr ICALLY OWN OR N O r D _ 071 AEr � l' _..,.
TYPICAL DETAILS AND NOTES ON THESE SHEETS , S SFA ,1 t T.1� ; r, ; �;, ,^V�;N FCR S1 �1 il._ a. ' COI�IuI T IOC
CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE `�IMII I
CONSTRU ! p, p �D�II I^ :� P' ''; �';t�r�r 7, RF..C,UL.ATIC?N S ANI::)
RK MATERIALS ALS AND CONSTRUCTION SI � . ,LL COMPLY � WIT, ; :.-..?__ __. �, :L;'_L
ALL WORK,
SAFETY REQMT'S. {}
_ r-•., "..'1 - _ — '�I --'/1 Yl 'fir.: � ,- !'` } �d41^i `) !/ �'!I'�f.I-,_, ELL
Vtl�F - li__
TY N! v .. ,� �>_.
ALL L. C) P : \i a . '.? •� , �! f . , �..J , t� i^_ -, I- 1 '.✓ t d ' i r
FOR CLARI I - , ,,, ,`I_ �. IES' ' J TRADE'S'
X 11; r� r I I N S S H A.L t_ B E. L .; i J �,�, i� ..,_> ,. I D ALL^. ,
ANS. ALL OPENINGS AF���. ; :."�ETRAT 0
AND PLUMBING PL T ,T, , A r ” �, SHS • . 4 ; a��� 'JCS
BY
.�., r_. , T ,`-` � N . I I � i P R 0 `'�..• � 4 D 1�y� � ? i1 i-�,; .I ''sl wi r ., � ,_ �;'1 t i ,.� s `! �..1 �. ti -z I i- ! i�! C, lam' 1 ` " �. " I "
E B I rltM. CONTRACTOR RA..TOR .J, :A__.... N I � � , !- T n tI
DRAWINGS MAD - -' , - �I; „-,, ", �' 1 v�, r_ �; z I-.I_,C"[ Jt ., L Dr._ , �-�
G �`tL.ARIFICATIOE FROM f�R1.�}11 IyL 1 FOR I RAMI' �C 1 .__;'� . , i._.
UNTIL RECEIVING -
p .- 1 k,r. - r� - rl 1 ?' i h'
T. .a p� , A T �,rS;i I ,�Ft -I;�� ,v ;�� PLAN li ':'`dt} E '►s �r� `t"V� `:s,. tJNE {+ ND, TI ON ; I Sr
WHERE A DETAIL, : r'9. AIT DET�,IL, SEC -'TION, I r , ,A_
APPLY FOR ALL, SIMILAR OR LIKE CONDI I iONS i IN E— _�5 H�R WI Si
MATERIAL �P ECII-Ii;IA
IIUIvb:
THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F1554 GRADE 36.
�,I c
ANCHOR BOLTS
QT WIRE ROPE: G ILVANIZED
"AIRCRAFT" DESIGNED 7x19, 270KS1 WIRE ROPE.
ALL
OTHERS
WASHERS: 'S—HALL
E iN ACCORDANCE WITH ASTM A500 (GRADE B).
TOP
BARS
NUTS: SHALL BE I
CONNECTORS:
ACCORDANCE WITH ASTM A 563 GRACE A HEX. EXTERIOR SHALL
ALL METAL CONNECTORS WHICH ARE EXPOSED TO E,
BE GALVANIZED.
METAL
RETROFIT TROFIT REBAR /
OD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE
12 BAR DIAMETER MINIMUM,
-
Ot_L.S SMALL BE
i " LARGER THAN THREADED ROD
f4 LARGER THAN REBAR SIX AND /8
SIZE. (U.O.N.)
'PDXY: RED HEAD
EPCON G5.
81
REINFORCING STEE1_:
SHALL BE ASTM A615, GRADE 60,
48
STRUCTURAL STEEL:
SHALL BE ASTM A992, GRADE 50.
93
WELDED WIRE FAB
IC (WWF): SHALL BE ASTM A185.
55
FOUNDATIONS:
A SOILS REPORT
WAS NOT PROVIDED TO LOU PONTIGO & ASSOCIATES (LPA). LPA
HAS DESIGNED A PILE
r i TED FOUN
��. PPOR
ATION WITH 14" DIAMETER AUGER CAST PILES WITH A GROUT STRENGTH
TONS IN COMPRESSION,
OF 5000 PSI. LPA HAS
18 TONS IN TENSION AND 5 KIPS
�S -D T" '
A r..,i I�r1 L,._s , r � E A rJ
r T TO HAVE A CAPACITY OF 40
t R CAST PILES
118
..., ,,
iN SHE -AR. THE PIE
DEPTH HAS BEEN ASSUMED TO BE -16.50' NAVD.
70
S INCLUI=� BUT ARE JCr LI;�I IED 10, T. #E STI<u,� CUr:A.! V�OC,ulf�riC'N S (DILA' 1Is'i S AND
CONTRACT DOCUMENT EE r L
S BUT DO NOT INCLUDE SHOP DRA`>1'v'INCS, VENDOR D`-�AV" INGS, R MAf��:RIAL PRL -_I ARED ARMC) SUBMI-TC--D
SPECIFICATION ),
BY THE CONTRACTOR, ^�
ll r ;� T ! CODE �F tJ j LTi �\�,P silL Ill r� r�'a )NS
{ r- T J , j!� I Rif i' 1 , t 1[. vODO j.."•,�;\�. 11�i._ 1._iR EC.i �j
CONTRACT DOCUMENTS S, IAI_._L_ t.�J�%E.RI I !F�i
THE EVENT F A. C,OfJFLI.� :� ,
1 AISC SJ# OR OTHER I-11eR STAI�IDA!\D�r. V'VHr_R�. A .�ONFL;C:T C,CUUIR'� !�: ,-il"J T"-;= r=Ol'v T�A,CT DC,L,UI~�1� NT;✓�, TI` -,1=:
r r ,�� r r rt 1 , I ��
OF ACI, PCI, ,
STRICTEST REQUIREMENT SHALL GOVERN.
MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONF ORM TO THE RI-L.D NCED Bull D \qty -0
. CITIFY �,.�" , I�_CT ANY
THE GENERAL CONTRACTOR SHALT_ VERIFY ALL nIMENSIONS AN" 1� TIE .�_NDI ; Il N\S A'i'd--,�4liC I� ;� DF;A,`v►'ll,iC�:S, SEL
DISCREPANCIES PRIOR TO PROCEEDING !�'I i I i W(JRK. FOR DIMEN__}Its;\ t N �i ? St-1�i1v1 � 0
1�101`IS NOT LO,��;t;� ON URA�'�1^��1C��. SEND wjRIT �E.w F<EQI)[�ST C�r�R
�"� DO NOT SCALE F -OR DIMENSIONS
ARCHITECTURAL DRAWINGS, 3 , _ �,, ri
FORMATION TO THE ARCHITECT FOR DI1`�ILNSIONS) NOT PRO Y'IDE�.
IN
, SHOWNDRAWINGS SHALL �� VIE
F:=1 WITH AL- CHITEC:TUF',AI
ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL C I DILA: � NGS S. , �L E3,- IE !
"1CIES WITH ARCHITECT PRiCIR S F T O_ CONS I TUk-iTION. �� C� NOT SCALE DF<.t1��1!NGS
DRAWINGS. RESOLVE ALL DISCREPANCIES , , . ! �, i_ ECT � PLUMBING AND CIVIL
I rI ' r'HITEC U'� �! ,,iECHANIC,y`, :_� : R{C, .L_,
COORDINATE THE STRUCTURAL DOCUMENTS WITH i HE ARS, , ; 1 f �,
CHlTECT'STRUCTL)RAL ENGINEER SHALL BE 1N\IOTII=IEE- 'JF ANY DISCI'E�'ANCIY '�R OMISSION.
DOCUMENTS. AR /
I ITY FOR KMEANS METHODS TECHNIQUE' -S, 'S QU�.I�, �,_S', AN'—;R CEDURES C.
CONTRACTOR HAS SOLE RESPONSIBILITY 3 ' " DESS ADEQUA:U'1'; J�ND SA1=E:TY OF ERECTION
CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY ' OR T rIE 1- I.�N,
G TEMPORARY SUPPORTS. COI''JTRACTOR HAS SOLO_ RL:.�P�I°°JSIB►Li + �.; .;_G C;�J�f r,_'7' V°v'ITI-I ALL OSI -1A 'SA.'-��= TY
BRACING, SHORIN ,
REGULATIONS FOR ITS EMPLOYEES.
_ , t� , -;-H R 1 I D UNI Sr
I= THE APPROVED PLANS AND SP !;i�I �r. IIv�P.IS SI %Li =,I I "�. E�._+_
NO STRUCTURAL CH�NG- FROM £,1 OVAL
-a ,�.
T 1P r T� MAV'�i� SUCH CHARGr . I•'-I.HI�IUE� 1 rI� �r�'i�l . tiV Ar �'RO�rA�_ �r
CAST -IN-PLACE CONCRETE (CONTINUED:
WHERE NEW CONCRETE IS TO BE POURED ONTO E`��ISTIN11.2 ` CONCRETE, ROUGHEN AND CLEAN SURFACE OF _I_HE ADJOINING
AREA AND COAT WITH SIKADUR 12 HI -MOD OR AI'll A.PP;OVED BONDING AGE NT-.
NO ,ADDITIONAL WATER SHALL BE ADDED TO THE ';0N(_'RETE AT THE JOL SITE.
SEE ARCHITECTURALAL ELECTRICAL, MECHANICAL. FIR I=�I�C,)TEEC II�. N AND PLUMBING DRAWINGS DRIPS, CI -,1
,
i
RUSTICATIONS, 1NSEF:T ANCHORS AND OTFER EMBEDDED ITEMS NOT NOTED ON STRUCTURAL
REGLETS, SLOTS, SLEEVES,
DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE 'OR COORDINATING & PLACING ALL EMBEDDED ITEMS SHAWN ON
DRAWINGS & ADDITIONAL ITEMS NOTED IN THIS NOTE, AS REQUIRED BY OTHER TRADES.
ALL OPENINGS REQUIRED BY OTHER TRADES ARE ] 0 BE COORLINA i ED W/ARCH. & M.ECH, DWGS., AND ARE SUBJECT TO
STRUCTURAL ENGINEERING APPROVAL.
ALL OPENINGS IN CONCRETE SLABS SHALL BE LO(`ATED, SIZED AND REINFORCED (WITH THE EXCEPTION OF SMALL
AND/OR SLEEVES OF A SIZE THAT WILL. NO DISPLACE OR INTERRUPT THE CONTINUITY OF THE REINFORCING)
OPENINGS/
FLOOR PLANS AND Dr AtI S, ALL OPENINGS IN SLAB LESS THAN 10" SHALL BE COORDINATED
AS SHOWN ON RESPECTIVE
WITH ARCHITECTURAL &MEP DRAWlRIGS AND ,ARE_ ,J WJE CT T O STRUC-I U!AL >;NGINEs �?'S APPROVAL. ANY ALTERATIONS
REQUIRE APPROVAL OF THE STRUCTURAL ENGINE -EIS. (: EE
TYPICAL SLAB OPENING DETAIL),
TO HIRE A GEOTECHNICAL ENGINEER TO VERIFY PILE CAPACITY TE INCLUDING, BUT NO I LIMITED TO, HONEY—COMBING, SPALLS, AND CRACKS WITH WIDTHS
IT IS THE RESPON �IBILITY OF THE CONTRACTOR/OWNER DEFECTIVE AREA IN CONCRETE
I FOUNDATION MAY BE MODIFIED AFTER A GEOTECHNICAL INVESTIGATION IS PERFORMED. EXCEEDING 0.01 INCH SHALL BE REPAIRED. EXTEN-i C)F DEFECTIVE ARF:A TO BE DETERMINED B1' THE STRUCTURAL
AND PILE DEPTH. SHE FOUND
AUGER
ENGINEER.
r- >�- -
ALL �,UGEr� PILE. REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2" TO THE #3 TIES.
CONCRETE REINFORCING
-
- NCE: PLUS OR MINUS 2 INCHES. REINFORCING STI EL AND ACCESSORIES SHALL BE I:�` i�AILED IN ACCORDANCE WITH ACI 315-99 (MANUAL OF STANDARD
AUGER PILE PLAC MERIT TOLERANCE:
I PRACTICE FOR DETAILING REINFORCED CONCRETE S; i RL�iURES) A%C; CRSI MSP2-01 (MANUAL OF STANDARD PRACTICE).
° °T !HALL ENGAGE THE SERVICE OFA FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN APPROVED IBC 2009: CRSI MANUAL OF STANDARD PRACTICE; 28T1=•1 EDITION)
r ;E_ �,J+ �TRAG , OR �S
�� "1 AGENCY 0 SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION COMPLIES WITH THE DESIGN REQUIREMENTS.
TESTING ACE
RECORDS I S OF THE EINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH AND QUANTITY OF CONCRETE GROUT S �A.._=; r- �
���O.�D� LENGTH OF INSTALLED PILES; TOTAL REINFORCING STEEL SHALL CONFORM TO ASTM r, V1.5, i.R.�-,DE-60
VOLUME INSTALLE FOR EACH PILE; TOTAL NUMBER OF INSTALLED PILES; TOTAL UNLESS NOTED 0 HERWISE
,-, ALL OF THE PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ()°
�,ALCULATED CON (RETE GROUT VOLUME FOR A LL BE KEPT AND SUBMITTED TO _
I I O " PILES AND DEVIATION OF EACH PILE FROM THE SPECIFIED LOCATION SHA UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL
A�� .�F TSE 1 II_E
THE ENGINEER OF RECORD UPON COMPLETION OF THE AUGER PILE WORK. SHALL BE AS FOLLOWS:
NERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, _ ---� �- _-___.__._ - _ f3
-, , r, FOR GE 1 � _ 3
I--OUNLAi10Iv PLAN ONLY UON�EYS STRUCTURAL INFORMATION. FROM THE 1. CONCRETE CAST AGAINST �_ARTH
- NOT SCALE FOOTING DIMENSIONS AND LOCATIONS F
��TEP
HEIGHTS, ET �;., SEE ARCHITECTURAL PLANS. DO LAN THEN CONTACT THE STRUCTURAL
I-C.�UNDATION PLAN C IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON P 2. FORMED CONCRETE EXPOSED TO EARTH OR W'EATH:R ----- 2''
ENGINEER..
UNLESS 0 T HERWIS �- NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND
MIESH SHALL BE INTERED IN SLAB ON GRADE USING SUPPORT BARS AND CHAIRS. IN ALL CONTINUOUS FOOTINGSLAR
PROVIDE 4 (5 48' O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR
kCONCREIE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN
REINFORC;INC , WHEIRE PERMITTED, SHALL BE 48 BAR DIAMETERS
-T,,I=✓
L-1� GEOTE_(
.HNICA L ENGINEER SHALL ACT AS THE OWNER'S REPRESENTATIVE AND SHALL MAKE OBSERVATIONS AND TESTS
;S CONSIDERED N �CESSARY FOR QUALITY CONTROL. WHERE FOUNDATIONS OR OTHER CRITICAL ELEMENTS ARE TO BE
ON E IGINEERED FILL, CONTINUOUS OBSERVATIONS AND TESTS OF GRADING OPERATIONS SHALL BE MADE BY
SUPPORTED
1E GEOFECHNICA'[ ENGINEER. ALL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH PROCEDURES SET FORTH IN TH
1R E_'1` 'T (.(-',�{00K O � STANDARDS OF THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM).
,.l �J � \ R L. 1 J .1 �./
E WITI-i INSTRUCTIONS OP- THE PROJECT GEOTECHNICAL
�,��fHE.�RE FILL IS RE )UIRED, iT SHALL BE PLACED IN ACCORDANC
NGINEER TO MAINTAIN DESIGN BEARING PRESSURE.
_ , - '� DETAILS, WALLS RETAINING EARTH MUST BE SHORED
�, PLAN AN 0
R _
i.:INLE�S �PECIFICA LY NOTED AS "CAN ON
r r P - STRUCTURAL SLABS ON GRADES AND /OR ELEVATED SLABS HAVE BEEN PLACED.
'..,ONTINUAL_LY PRICR TO COMPLETION OF S OF
'E DES1,13k,I, ADEQUACY, SAFETY, AND STABILITY
I Ht_ CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING Th
PORARY ERE
TFM C`TION BRACING AND SHORING.
" ..
�, AGAINST BOTH SIDES OF WALL UNTIL THE
83 .� ._, FI I ^ WALLS SHALL BE DEPOSITED EVENLY IN 8 TO 12 LIFTS
�� 1 ^Q D. CONTF\ACTOR SHALL PROVIDE ADEQUATE BRACING OR SHORING FOR ALL WORK DURING
LC WER, FINAI G A E IS REACHE WALLS HAVE ACHIEVED 75% OF
THE: CONST RUCTIO PERIOD. BACKFILL SHALL NOT BE PLACED AGAIN`_T WALLS UNTIL THE
SPECIFIEDDESIGN (STRENGTH.
FO(DTINCS SHALL E CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE.
& SHALL BE ADJUSTED, AS
TO � -" FOOTING � � S' PROVIDED ON DRAWINGS ARE FOR PURPOSES OF CONTRACT
1 �F OI`� � GO I INS SLE JATION�
r �JIFFD AT TIM OF EXCAVATION TO BEAR ON PROPERLY PREPARED SUPPORT SUBGRADE (PER GEOTECHNICAL REPORT
REQUIRED, ,
�
fF `O DM1ENI�A TION OR FIELD DIRECTIVES OF GEOTECHNICAL ENGINEER ON SITE) OR TO ADJUST FOOTING ELEVATIONS ATI
ONS TO
__._.
AV"'ID �LUENCE BETWEEN FOUNDATIONS &BURIED PLUMBING. SEE TYPICAL FOOTING -TRENCH INFLUENCE DETAIL FOR
r, �,J.�, iI 1F
RFnUIREM :NTS FOR INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBING. DO NOT EMBED PIPING WITHIN 0
PASS PIPING VER ICALLY OR HORIZONTALLY THROUGH ISOLATED FOOTINGS.
3. WALLS
4. COLUMNS/BEAMS (TO MAIN REINF,) - ----- - — -- -- -- 1 112
11
SPLICES IN REINFORCEMENT, INHERE PLRMITTED Q]HALL ',....E AS FOLLOW:
1. WELDED WIRE MESH-------___._�.---_._._ ..__._...� __.___�__._..___ 8•°
CLASS "B", CASA' I TENSION
SPLICES IN INCHES
AR f'c = 3000 si
ALL TOP
I E OTHERS1 BARS
# 3 21 j 28
f'c = 4300 psi
f'c = 5000
psi
ALL
OTHERS
TOP
BARS
ALL
OTHERS
TOP
BARS
18
24
17
22
# 4 28
# 5 36 I
# 6 43
37
46
56
25 1
31
37
32
40
4 8
22
28
33
29
36
43
# 7 fit
81
54
70
48
63
# 8 I 71
93
! 62
1 80
55
72
# 9 80
! 104
,
70
90
62
81
# 10 90
118
78
102
70
91
11 10 0LL1
WITHIN THE STRUCTURE. CONSTRUCTION SCHEDULE. THE ASSUrv1ED CONCRE! E-
T NY N117'W
87
L
1 1 13
78
101
33 '", i9 _
2. ALL OTHERS� ;LASS
TENSION, CASE "'I"
M� N,IMUM U.U.N.
SEE CHART)
_ I ,�, ,. E" � I%ISI^ �r.II`-�, BAR SIZES AND P..�'-I,t<EPe�'�_I��T. `t�11;;ITTE��
SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPIC, THE , E::NI
DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE `sEC_±101`41__' El EVA!'IONS AICD DETAILS I`= NOT ACCEPTABLE.
r,.r� ,�, �-.- . __ � GRADE 60 AND BE L.ISED ONLY WITH F='RIC,R
WELDED REINFORCING STEEL SHALL �,ONFORM TO A) I-II A � 06, GRA . � ,
ALL T, I � _
PERMISSION FROM THE STRUCTURAL URAL EINGINEER, 11
=- I 17 ' �niTi� I JOGS SH ALL CONFORM T`�i ACI �.�18-11, SPLICES
ION SPLICES INCLUDING SPLICES FI' OM RAI -
ALL BE -k- ��N IJ t
ALL TENS I UNLESS , �,- _�- "HALL WITH AC X18, UNLESS NOTI�D OTI=1ERWISE. fRE'iNrORCEIv1El'vT "HALL BE SPLICED
SHALL BE CLAS. B IN ACCORDANCE W
TEG IN THE S T RIJ�C:1_I.JRAL DOCUMENTS, EXCEPT REINF ORCEMEN T MAINKED
ONLY AT LOCATIONS SHOWN OR NO
"CONTINUOUS" I :, �S -7-: RK41NED FAY CONTRACTOR. SPLICES :AT 0 T.HER LOC ATIONS SHALL BE
CONTINUOUS CAN BE SPLICED AT LOCATIONS) DLI _
APPROVED IN WRITING BY THE STRUCTURAL_ ENGINE "1R, ;FBC 0,310': AC! 318-08)
NJELDED WIRE REINFORCEMENT SHALL CONFORM TC: • ".STI`l A-185 AND BE LAPP" TWO FULL PAI`E.LS, T':ED ON EACH SIDE
AND SHALL BE SUPPLIED IN FLAT- SHEETS.
�� C,, r'`� IYII° I'S AT CORNERS AND IN1-ERSECT!ONS.
LONGITUDINAL REINFORCING BAR`: IN FOOTINGS S11A._�_.. Lac. 11_A'j, COR ,,.IUO�
L � -
EVERY VERTICAL OR HORIZONTAL BAR
FORSTRUCTURAL
DISCONTINUED BY AN OPENING, ONE B
(MIN. OF 2 BARS) SHALL BE ADDED 0 SIDE
OF OPENING (HALF TO EACH SIDE_ TYPICAL).
\1,1HERE 'r - `"- GEOT
\'.HERE IHr_
C'HNICAL ENGINEER FINDS AN UNSTABLE CONDITION IS BEING CREATED, EITHER BY CUTTING OR FILLING,
t
BEEN MADE AND THE GRADING PLAN PROVIDE CORNER BARS AT ALL CONTINUOUS �
HE �)VORK SHALL
WORK -
AREA UNTIL AN INVESTIGATION HAS
NOT PROCEED IN THAT AR REINFORCING BARS AT ALL MEMBERSI
REVISED.
(FOUNDATIONS) 'WALLS, SLABS,
FILL_ 1_0 BE COMP
.
" MEMBERS).
1 DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8 BEAMS & OTHER MEM )
�G� ED TO 95% OF MAXIMUM DENSITY AS
TO VERIFY
HICK MAXIMUM &
,"
- 'SUPERVISION OF THE GEOTECHNICAL ENGINEER. FILL TO BE TESTED
UNDER THE DIRECT 'SUPERVI -
PROVIDE DOWELS) FROM FOUNDATIONS, THE SAME
COMPACTION AS
EQUIRED BY THE GEOTECHNICAL ENGINEER. & NUMBER AS THE VERTICAL. WALL OR COLUMN
DEGREE
— —2922 TEST METHODS. REINFORCING, UNLESS NOTED OTHERWISE.
OF COMPACTION SHALL BE DETERMINED BY THE ASTM D 1556 OR ASTM D
TESTS FOR
,B SERVATION AND
FIELD TESTS SHALL BE CARRIED ON DURING FILL AND BACKFILL PLACEMENT BY THE GEOTECHNICAL L DOWELS AND TERMINATING BARS SHALL !-?A1'E
IF LESS THAN 95 (U.O.N AA
ENGINEER TO ASSIST
THE CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION.
BE MADE WITH ADJUSTMENT OF THE STANDARD 90 DEGREE HOOK.
� REPORT)
i►J SOILS
NT IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL
PERCENT
�C;ll
OISIF TEENT
ML, � (URE CONTEEN
AS REQUIRED COMPACTION IS OBTAINED. ALL HORIZONTAL_ REINFORCING SHALL BE CONTINUO( S
ACI 308.
� THROUGH CONTROL AND/OR CONSTRUCTION
IONCRETE: JOINTS AND AROUND CORNERS.
C ACE
PLACE D IN ACCORDANCE WITH ACI 301, ACI 506 & 506.2. ALL REINFORCED CONCRETE TO HAVE 28 FORMWORK & SHORING:
BE
TO BE MIXilD AND
, ,
DAY COMPRESSIVE]
STRENGTHS AS FOLLOWS: THE FORM .AND SHORING SYSTEM SHALL
DESIGNED BY A FLORIDA REGISTERED ENGINEER IN
A!__L_ STRUCT! !RAL
' PSI UNLESS NOTED OTHERWISE. ACCORDANCE WITH ACI 301 & 347 "RECOMMENDEE,
ELEMENTS F c = 4000
• COLUMNS &
WALLS: f'c — 4,000 PSI PRACTICE FOR CONCRETE FORMING".
• BEAMS & S
ABs: f'c = 4,000 PSI
SHORING AND RE -SHORING PLANS MUST BE SIGN 1.
• AUGERCAST
PILES: f c = 5,000 PSI
AND SEALED BY A FLORIDA REGISTERED ENGINEER
IY -1
• BREAK—A.W.
SLAB—ON—GRADE: f'c = 3,000 PSI AND SUBMITTED WITH CALCULATIONS. ON
ALL_ CON�.,RETE M!
I A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX FOR THE RE—SHORING PROCESS MUST INCLUDE H
DESIGN SUBMITTALS SHALL INCLUDE POURING AND THE STRIPPING CYCLE BASED ON I h E
iJ TO BE PLACED
WITHIN THE STRUCTURE. CONSTRUCTION SCHEDULE. THE ASSUrv1ED CONCRE! E-
T NY N117'W
WRITTEN APPROVAL IS OB I AINID PHI I +,1; - , ; r; �_F ; :{�<`{�T) A'- i DIRECTED
RESPONSIBILI FY OF THE COINTRpA TOR. -THE CONDITION SHALL- IBE F?`=F AIRED �w. '
AT THE TIME OF S I RIPPING A
IHERWISE, NORMAL WEIGHT CONCRETE (145 PCF) SHALL BE USED WITH 3/4" MAX. (ELEVATED) OR 1
BE THE
UNLESS NOTED 0
CONCRETE
-„- = i - r - ;i:'`�L=F;A4�
SI -IAL.!_. i3Ot-.F1DII�IATE IN`STALLAT!C}N Oi �I'1=. �C:' UIRI�_G tR 1 _. ,. I. C
I I �
' cl _ _._
I'vAk ( .��_t,B CN
, - ARSE
RHD ) 0
� E G
AGGREGATE CONFORMING TO ASTM C 33.
c CONTRACT _
MECHANICAL CON �'
THE�r f , �; ,�� I= I'PP�'`;T STRUC; ; I I �E� AND II`.. �. TL'` '�1EC1 ,�,N;C;r.L
-
1 TO MECHANIC C�I��a��,N��_� 1 O,� SU. ,�s� --
CONTRA CTOR, REFER - - �1 �> L # ^ t�� r` I EVICE:� AI' D
, . _r -
POU RED CONCRETE
FROM PREMATURE DRYING AND EXCESSIVE COLD AND HOT TEMPERATURES. STAR
I\ ! ; .li ,� ,l
, ” , ti _ ` ^� I T 1 FS FOR Iv1c"rlr�I�Ic�KL �..;�J11 �, _., ., F,1 .I U
CONTRACTOR SHALL FURNISH ALL ! �E�C�E _:SARY I R C L UR _
--
( ECT FRESHLY
P, ,► I
AS SOON
AS FREE WATER
HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER PLACING AND FINISHING. AL
.--„ " -, P �- I �� -�°
INSERTS FOR INSTALLATION OF MECHA. 1I(_,AL ; QUIPI' IEN I ,
Ci.jRINIG
r ISI r ROCEDLJ
CURING r
I ES TO FOLLOW
ACI 308.
,p
T 1 ,
4 r
.� I
I` 1
" T WIT TI-� TN15 'Ra7JEC'T, EDGE 0 �L, ?
OPENING,` �1�-_ A ` I i , I��.
FOR ELEVATORS ASSOCI A ED ! _ ,I r- ; f r l POR TTS J �,
r OR DIMENSIONS, SI E f: E `�i�P �ORTj, � ! �GAI'.�! JPI �}� I A, 1�
FRA HAVE BEEN COORDINA 1 ED , I I � _ - - y
ROOF FR _ �, r -� C r L`L alf�i r� +H. ��; i HIS PR.OJEC;T. C/ON L r ,
CUT SHE S I S PROVIDED DU INC TH� �� r i
SUPPORTS BASED ON! ELEVATOR CU 1` -
�`' IORDINA TTNG WI F= -I THE ELE`JATOL� I�71A.Nl; , I SLE r, , .,I t.�) �_,
SHALL BE RESPONSIBLE FOR uC° ,r ►�I S'u'b, t DC L,,;I ^c, 1 <`,.sr ' I Iy. �"~ r, S
AND SHALL �,DJJ i SLAB OPENING CII r.I� I' . �!,rl�� SI� �r�_��,� FRr�MIInd�� ,,.
INSTALLED ON THE PROJECT +111 L r (^F ' : t�i IfJ�� U i (� ;1 �� i I Br,�,��V'� ..�UP�1O FS, !-'
REQUIRED FOR SLAB OPENING ADJUSTMENTS, SLAB EDGE �UP� ,�R .-�, " , I ��'r� ;r; -���.�.I ,c I,�( Tr E) f i\a IJ Sf';�,i_L.
CC' TRACTOR SHALL COORDINATE ':�'!TN ARCHITECT I"=r1� AI.-- ���.__ 4U!��_IJ
REQUIRED r T4 ; T_.. �,�T -„/, I,��._ I TIO
C 1 !f I� i” I i CAI_=_% i I �%i�z D
BE RESPONSIBLE FOR COSTS ASSOCIATED I�iI TH ANY REQUIRIED A!�._.11. r + I 1 ��' I ,� ,; yr r .,;1`, I,
ELEVATORS) AT NO ADDITIONAL COST TO OWNER.
STRENGTH
AT THE TIME OF S I RIPPING A
SLAB
AND
MUST BE SUBSTANTIATED BY PROVID!I%C
CONCRETE
MIX DESIGN AND EXPECTED STRENGTH
GAIN
WITH
AGE. THE CALCULATIONS MUST SHO%v
THAT
THE
SLABS SUPPORTING A NEW SLAB ARE
OVER—STRESSED
BASED ON THE ASSUMF_.D STREN' H
AND
THE
AGE AT THE TIME OF POURING. ALL..
vI
M
'UDE
AND LOW RE -SHORING CALCULATIONS SHALL Ir�C� _
� NCRE. _E FROM DAMAGE AND REDUCED STRENGTH CAUSED BY FROST, FREEZING ACTIONS A CALCULATIONS FOR MUD SILLS AND ANY
PROTECT .� 0
TEMPERATURES IN COMPLIANCE WITH ACI 306. CONSTRUCTION LOADING SUCH AS CONCRETE
-
, -I- IN COMPLIANCE WITH ACI PLACING BOOM 'SUPPORT ETC.
PROT� I C � _,RE E FROM DAMAGE ;AND REDUCED STRENGTH CAUSED BY HIGH T
PROTEC L.0 I ->ON�, � TEMPERATURE OF NOT
r:15, UNIFORMLY OOL WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE
3+ - T T' h " - FAHRENHEIT AT POINT OF PLACEMENT.
vr4E A. I EFS I H- )\N 9(p DEGREE, 1 A
REVIEWED FOR CODE CORlPLPANCE
CITY `OFTLNTIC
REVIEWED BY: [DATE:_
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GENERAL NOTES
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GENERAL (MOTES
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51,03
Ss..AB DIMENSION PLAN
S1,o
FOUNDATION PLAN
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1 FOUNDATION DETAILS V
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REVIEWED FOR CODE CORlPLPANCE
CITY `OFTLNTIC
REVIEWED BY: [DATE:_
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" & SHCRING: CONTINUES � - -,\ --Fr " , _- - 1\11 1, 1 -
FORMWORK j� 1 N R, 0 F RECORD FO R
AND REST DRAWINGS
FINAL SIGNED AND _)EALED SHORiN(.7 _F1 I 1 -1 _-
WI THI "THESE DPR A W I N
P C" T
I JS
OR FOR HIS U` -E
THE PROJECT AND THE THRESHOLD BUILDING Nlc>
1! r:_ i ! M 8 "5 c;' 0 F D E'SIG� N
N C IR, E TE H A CJ- VED A /0
NO FLAT SLAB SHALL BE STRIPPED AND RESHIORED UN7L CO
STRENGTH AND 722 HOURS OF AGE. BASED ON THE LOWEST C'ONCREL'_L
CONCRETE MASONRY:
TM -)2
4(_
L 05 AN D
STRUCTIO CE C
ALL MASONRY DESIGN AND CONS I N SI CONFORM 70 ACI 5 "D ?I N! G'
M C 9u, 75, 0 W LOADBf:_ARII,
—05 CMU Sil-l"AlUL BE IN ACCORD A,"'l s`_�`E_ \�V` P 5
11 i �JIJ
-n PSI'
530.1-05/ASCE 6--05 TPS 602 - I 1/_ -i
SI /f
WITH A MINIMU'� F 'S' P E'
L WEI""HT,
(CMU), TYPE 1.
1, GRADE N-1, NORMA
LEANOU S PER A('-'.
1 N 0 R C`E I Di
TICAI R' MEENT IN 5'-0 �41 A X IMI � , -1
GROUT ALL. CELLS CONTAINING V'R C L L n
D, S; tj
TH E
DSE OF �,,IIAS'ONRY WHEN I E
530.1-02 IN THE BOTTOM OF COUR
BOND UNLFSS
-,4\ Y 1 R! INNINING
CONCRETE MASONRY UNITS SHALL. BE NORMAL, WEIGHT ASD C 0 N11 F OR 1/1 03 !,%O�VIPL - _F R E P 0 R TS
V L_ 1- 1
El -
E S'_ E_
S I Ov! 1, N. C M U C 0 M P RE .0
NOTED OTHERWISE. F'M SHALL. BE 1500 P -r,H E"
I I SI_ 0 R
THAT DOCUMENT MINIMUM COMPRESSIVE STRELN1(__3TH SHALL BE SUB !V�1'111'E_L) I s j 1 1
- "' R F, A Y C 0 �vl PR ifE_ "S S1 V E STR17NGTH OF' 300\ (_) psi
ASTM 4 76 WITH A M i NIM UK/111 C_J 2_
GROUT SHALL BE IN ACCORDANCE WFRI
AN 8" TO 1 SL")
AG(G_'RE_GA'TE_. 'A'�/ L
PER ASTM C1019. GROUT SHALL HAVE A MAXIMUM COURSE 7E
TYP E IN M 0 R TA R M I' SF 1) 1 N BRICK Vr"_- NEER.
TYPE M 0 R S,
MORTAR SHALL CONFORM TO ASTM CN270 AND _Ty
TO
IF RWISE AND CONFORiMl
T!"ALL)" AT I u i
JOINT REINFORCING — TRUSS TYPE, 9 GAUGE �,')PA%'__'/ED VER
ASTM A-82.
C T10�1 AND rE_'X'-F__ N D
THE 17 Oij N 1
'AS RE-QUIREED' Sl I ALL 1B, E FDOWELE-IC !'r\,i
VERTICAL REINFORCIN(S IN C"'ONCRETE MASONRY ( '1, 11-1 1 1
IC� i "I
VERTICAI BAR.
INTO THE BOND BEAM AT THE FLOOR OR ROOF. PROVIDE MIN. 4 X 4" �`PLENIfrIG U
STAIRS HANDRAILS & GUARDRAIL CONTINUED PLYWOOD WALL SHEATHING:
PRF-FNGINEERED STEEL 15/32" APA RATED OSB SHEATHING, 32/16.
SEE ARCH I TEC_FU RAO DRAWINGS FOR EXACT LAYOUT AND CONFIGURATION. COMPLETE SHOP DRAWINGS (INCLUDING DRAWINGS. PANELS SHALL 13E ORIENTED PER 1/S703. THE FIRST 4'-0 7) OF' SHEATHING AT THE FOUNDATION SHALL BE ZIP PANEL
I-"
MEMBERS, �10MPON , NTS, CONNECTIONS AND ALL LOADS CLEARLY INDICATED ON THE CALCULATIONS & SHOP DRAW TYP. THROUGHOUT. MINIMUM SIZE OF CONNECTION SHALL BE Sd COMMON NAILS TO WOOD. MAXIMUM SPACING OF
SHOP DRAWINGS S ALL SHOW & SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM AS WELL AS CONNECTION SHALL BE 6 it 0. C. E D GE & 6D Is$ O.C. IFIELD. SEE PLAN FOR INCREASED NAILING REQUIREMENTS AT
) FOR CONSTRUCTION OF STAIRS,
CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL FRAMING SYSTEM ENGINEER LICENSED IN THE STATE IN SHEARWALLS.
HANDRAiLS, AND GUARDRAILS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL
7 AT THE JOB SITE DURING TIMES OF INSPECTION.
WHICH CONSFRUCTION WILL OCCUR AND SHALL BE AVAILABLE PLYWOOD FLOOR_DECKING:
23/32" APA RATED TONGUE AND GROOVE OSB DECKING, 48/24
EARTHWORK TESTIN CONSTRUCTION BE MONITORED BY THE GEOTECHNICAL TO THE SUPPORT WITH THE END jOINT OF THE PANEL
`ULAR
1 -7 --is LONG SIDE OF PLYWOOD PANEL SHALL BE PERPEINDIf
OUiRED TH T THE SITE PREPARATION & FOUNDATION TS). PANELS SHALL BE
TIVE. THE FOLLOWING ARE RECOMMENDED MINIMUM SAMPLING AND TESTING FREQUENCIES.
EENGINEER OR EPRESENTA ALIGNED WITH THE CENTER OF THE TWO ADJACENT PANELS NO CONTINUOUS PANEL JOIN.
CONTINUOUS OVER TWO OR MORE SPANS. MINIMUM SIZE OF CONNECTION SHALL BE 10d COMMON NAILS TO WOOD.
AT LEAST ONE MOI L
TUBE—DENSITY (PROCTOR) TEST, ATTERBERG LIMITS TEST AND PERCENT FINER THAN #200 SIEVE TEST CONT BE 6 )10 O.C. EDGE & 6 1s) O.C. FIrELD. DECKING SHALL ALSO BE GLUED TO THE
SHOULD BE P'I--'-PFOFMED PER EACH SOIL TYPE SUCH AS SUBGRADE AND SELECT FILL. MAXIMUM SPACING OF CONNECTION SHALL
SUPPORTING FLOOR TRUSSES..
n10 HD�:_ rr)t\ITF F1—_T PER 5000 SQUARE FEET OF SURF AREA
IN STRUCTURE ARE�S, Al LEASI DENSITY AND .MOISTURE LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 5000
SHOULD BE PERFO �MED ON THE SUBGRADE SOILS, AND AT EACH COMPACTED 8 -INCH THICK LAYER OF FILL. TESTING
SQUARE FEET OF SURFACE AREA SHOULD BE PERFORMED FOR
BACKFILL TRIEN"HE SHOULD BE AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH
PER 8 -INCH COMP �CTED FILL THICKNESS. AT 25% OF ANY ISOLATED COLUMN FOOTING LOCATIONS
A MINIMUM OF AT BEAST FIVE (5) DENSITY AND MOISTURE CONTENT TESTS SHOULD BE PERFORMED IN THE BUILDING
AREA ON THE SUB RADE SOILS, AND A MINIMUM OF AT LEAST FIVE (5) DENSITY AND MOISTURE CONTENT TESTS SHOULD
BE PERFORMED PE � 8 -INCH 'COMPACTED THICKNESS OF FILL IN THE BUILDING AREA. TESTING OF BACKFILLED TRENCHE
SHOULD BEE AT L.E �ST 1 DENSITY AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH PER 8 -INCH
COMPACTED FILL TNICKNESS
PLYWOOD ROOF SHEATHING:
19/32" APA RATED OSB SHEATHING, 32/16 (EXPOSURE 1).
LONG SIDE OF PLYWOOD PANEL SHALL BE PERPENDICULAR TO THE SUPPORT WITH THE END JOINT OF THE PANEL
ALIGNED WITH THE CENTER OF THE TWO ADJACENT PANELS. (NO CONTINUOUS PANEL JOINTS). PANELS SHALL BE
0.113x2,Y2"' RINGSHANK NAILS @ 6
CONTINUOUS OVER TWO OR MORE SPANS. MINIMUM' SIZE OF CONNECTION SHALL Br_
)y DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE).
O.C. EDGE & 6 O.C. FIELD (AT GABLE ENDS
SUITABLE EDGE SUPPORT SHALL BE PROVIDED AS RECOMMENDIE-D BY T HE AMERICAN PLYWOOD ASSOCIATION BY USE OF
PANEL CLIPS OR LUMBER BLOCKING BETWEEN JOISTS. PANEL LEND JOINTS SHALL OCCUR OVER FRAMING. PLYWOOD
PANELS SHALL BLE BLOCKED WITH 2x4 (MIN. U.N.O.) AT PERIMETER OF ROOF AND AT DIRECTIONAL CHANGES.
THE RE -'Nr--( N
THAT A
AT ir:_:_ACH `��i-F 0PENI11\"Ns F -C', - -SITE DURING ALL SOIL PROCESSING Ai D PLACEMENT.
_1 I L) -- -,/? � L. - T IS IMP
PROVIDE REINFORCING IN CONCRETE MASONRY GROUTED CIE! Lc• OP 6, r^ A SS R El N' F-- r- QUALIFIED FIELD TECHNICIAN BE ON
E.INF 'DrJ WOOD FRAMING
i L j r�. L L" 2005 SUPPLEMENT, AND APPA SPECIAL DESIGN
ASSOCIATION, AFF & PA NDS -05,
DISPLACED. MINIMUM �EINFORCING SHAI BE TYRCA1 RE / J
I C,ONQaETE_ TESTING: NATIONAL FOREST PRODUCTS ASSO -05. WITH
CONCRETE JAMB IS CALLED OUT�, OWNER : WILL EMPLOY AN INDEPENDENT TESTING LABORATORY TO PERFORM THE FOLLOWING TESTS AND SUBMIT TEST PROVISIONS FOR WIND & SEISMIC, SDPWS
-PORTS ON CAST --IN-PLACE CONCRETE:
MASONRY BELOW 1GRADE', _2 Rr0W`-' 8 A _1 A N 0 BOTTOM OF OPENINCS�
PROVIDE JOINT REINFORCING AT 8" AT 0 ,,,,,I_4 r- - R E D SURFACED ON (4) SIDES. ALL
2) '1- T171-.1 ',_1 1 1 1 "-) ;;C- ULTIF"LE WYTI-Jif'-�S OF Y NOTED OTHERWIS sl SHALL BE MILL SIZED AN T, -
EXTEND OWS AT 8" AT BOND BEAM& UNLESS i R E M 1i I ALL LUMBER, EXCEPT WHERE SPECIFICALL LL
(EXTEND 24 EACH SIDE) AND 2 R F O� EI) TO TH PIECES. SPI ICES WII NOT BE PERMI
CONCRETE." SLUMP SHALL NOT EXCEED LIMIT _E I -EN G r
IC -M C1 43"STANbARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT EC NC
UCTED AND/OR WH F RE ADLDFFIONIAL ��`P('TIHES OF C 0 N �RY ARE ADDE SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND SINGL
CONCRETE MASONRY ARE CONSTR ,I I! - T ,,\ I' N ASI L DIRECTED BY THE ENGINEER.
Ski A I-TH TYPIC'AL ._J;,01N1 REINFORCING � IE -W
, I Mr- I . r-
A"H ADJACENT WYTHtE MILL BE TIED TO 71-I.E NEX", WI INDICATED ON APPROVED MIX DESIGN, OR 6" (WHICHEVER IS SMALLER) EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRE
EXISTING WYTHES, EACH 1-t N- --j-_-, TO EXI r-- -T1 N G MARKED WITH
, , I t L I , L , 11 1 �N' t-_ L- m THE GRADE BY SUCH
CONSTRUCTION FOR BOTH WYTHES) OR [DO -ST— 'INSTALLED TIES A P P F'O V E FL--;' 'j -2Y AR'� FlIT"Cl . If (ADDITION L N SPECIMENS," CYLINDERS EACH PIECE OF STRUCTURAL LUMBER) SHEATHING AND TIMBER SHALL BE
I N F 0 R,1`1_�"i N G TO ESTABLISH LUMBER GRADES.
--jjNS,' FOR, TOD CAi J! -AN ARD 'TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CO CRETE REGULAR BUSINESS IS
T H E S P A kC, I N C,_�' I _. 0(_'A MU'l jf'INT R1 -ASTM \'-'39 "S1 W1 IOSE RE
CONSTRUCTION) WITH SPACINGAOCATIONS MATCHING i 'I _r USED AND FOR EVERY 50 CUBIC YARDS OF CONCRETE PLACED, TEST CYLINDERS COMPETENT AND RELIABLE ORGANIZATION
SHALL 1AKEN F�OR EACH MIX DESIGN U
DESCRIBED IN THE GENERAL N-ul T THE 01 LOWING AGES:
DC� R `0 T
A M N D B E A V S p, S R ILE 0 I�Jl �' RE ID I N 0 R D E
CONCRETE MASONRY UNITS SHALL BE CUT BELOW CONCRETE BEA
CONTINUOUS BEAM OR BOND BEAMS AT THE PROPER ELEVATI,()N.
ALL CELLS BELOW GRADE AND SLAB ON :GRIADIE SHALL B'E_ GR0'k_jTLv_-_D-
-OR
AT C 011\,45 TR. IS -1 - ';TINTS.
REINI:
HORIZONTAL BEAMS, BOND BEAMS AND I �_,,ING SHALL. BE
16" DEEP
BOND
A,_,TED OF 8"
BEAMS MAY BE CONSTRLjr�
U BLOCK 8' - ON L\ ND 8"
STANDAR'D
�31 K ABOVE WI--ff
-Of:
BRE AK
L
AWAY TOP
PART
OF WEB.
ABOVE AND BELOW FRAMING LEVEL PER STRAP SFID
IFICATIONS) AND ANCHOR COLUMN TO FOUNDATION WITH SIMPSON
im-
HTT16 HOLD—DOWN w/ 5/8" DIAMETER x 63" EMBE
DEPTH EPDXY ANCHOR.
BE RE' PON"' 131_f -
NO MASONRY AND L0(_`/ATj0N OF (0,17'ENINI'S'S. AR,`_`1HI S 31 1 -
SEE ARCHITECTURAL DRAWINGS FOR LAYING
FOR THE DESIGN_ OF ALL FLASHING.
Fw I Y MORTARED. WF713S SHALL FIULLY M0R_1_,1,RF-D IN ALL COURSEE-S 1(__)F
FACE SHELLS OF BED JOINTS SHALL BE r __ I-% r �- S R E3 E
NDATIONS) VAIIERE AD,jA`__N11_ A
PILASTERS, PIERS, COLUMNS, IN THE STARTING COURSE ON F
GROUTED, & WHERE OTHERWISE NOTED.
SHOP DRAW _ - . - - ! - 7 1- -- ) ;__ ;
DRAWINGS S E
TS Wi
7 r- N
A S SE A! -ED
Iv;
OF' 'A i F3
DESIGN OF PRE"—ENGINEERED SY(,�_, FE �.,4:'TTA �.S A L L
EILEGAIFED E_ tNll `1
OTHERS IS THE SOLE RESPONS31131 LjTv 0F L
PROJE(__��T STATE.
BY AN ENGINEER LICIENSSED IN THMIE,
A k
R -T-A! N SH Al I DE 11k
:1) LL
T"(PICA! AND R I D 1' 0 N! -Y
INDICATE L _�sojlf_ -1 r,!s
STRUCTURAL DRAWINGS IN
CTAND6RD E S PF "I
S AND
CONDITIONS IN ACCORDANCE WITH SPEECIFFIED
INDICATED IN THE PROJECT DOCUMENTS.
I -D MA'TF,-RI
i ALSIts
OR 1'_" _T
D
THE CONTRACTOR SHALL SUBMIT, A�) R rE J111IR D, PRINTS OF SH
ARCHITECT FOR REVIEW,
7: SOLE
I T 11-1-JLvE THE r-' N`R; FHL
REVIEW OFF SHOP DRAWINkGS, BY THE oL\RC,�4!J'EC"-Ir/"��-N'O"iNEER DOE'S L_ 'A k, I , I
-1 i- ! 1, � J t_ �:)
,,�ON'S' ASSOCIATED WITH T H E_ P R, E P A RA T11 01 N C-1 F TH-3SE SHOP I,jRAWING—
RESPONSIBILITY FOR ERRORS AND OMISSIONS
r'TAMfPrr__D BY A REGi—TERE-D
OR SHAII
C' A SPECIAL ENIGINEI_RiNt:, DESIGN BY FARRiCAT
SHOP DRAWINGS REQUIRING
T
;U L TING I=01 Rr-ViEW BY it
THE SL
ENGINEER OF RECORD IN IAjE IN WHICH, C'ONSTRIUCTION '0i'ILL UIC JR
ARCHITECT/ENGINEER.
- -ED TO,
C(,_NSTRI,_JC1I01,`i OF ALL. APPLICABLAE- S)"P"ECIAL-ly ITEMS 1 .JCI I J, D I N G%, P L_
3 UT NOT T I IM 11 4
COMPLETE SHOP DRAWINGS FOR __E E I 'FR A M I'INIG) 0 IR NA i%vi CE N _1 AL GUARDRAILS,
GAGE
PRECAST CONCRETE, CURTAIN WALL GLAZING ',S_,YSTE_MS, LIGHT
- __ _D E i N
t - I 1 -4
BY A PRr,)F!_"S"_'10NAI ENGINEI R LiCENSED STATE
_)HALL BEE'. SEALED AND SIGNED
SKYLIGHTS, AND STAIRS
V A I L A F3 L LE AT THE JOB SITE T11MI"ES OF
WHICH THIS BUILDING SHALL BE CON STPU CTEH-) ANC SHALL BE A
INSPECTION.
NOT PAY FOR ADDITIONAL CIHARGES DUE 'TO RLE_—DETAILiN'1s`3 FEES VkhTH A
THE OWNER WILL _1 . �o _30
M. THE DETAILER SHALL EST11,1�,"IATEE AND INCLUDE ANY '1")STS 1 r,j THE BASE F1
THREE—DIMENSIONAL DETAILING PROGRAM. Tl A E SHOP L DRAWiNG17_)'
'OR prVISIONS MADE TO i rd
CHANE --S AND/ K
FEES AS A RESULT OF (_1
ASSOCIATED WITH RE—DETAILING
DURING THE SHOP DRAWING REVIEW.
REGARD _110 7HE ARRANGEMENT AND -SiZES
ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WIT! -d
TRUCTURAL CON -TRACT DOCUMENTS AND DELfE_G,,`N_1ED E_NGINrE,_E_:R1 INTERPRETATION' OF
OF MEMBERS SHOWN ON THE STRUC I 8\,, TI -4r- EN(J31NEER 'EHALL
DED IN THE CONTRACT DOCUMEIN-1-S. SC'� REVIE-W L
THE DESIGN INFORMATION INCLUDED SU ' 1 -1
k_.I1 AL DESIGN OF SUCH SY`:�T'DvIS, CONTRAC.FOR HAS F�,."L_L RE_1SP0--NSIBIIIT`\/
NOT IMPLY ANY RESPONSIBILITY FOR THE ACTU I -o L_ r, I -rL,,,- r,Ot,,,iTRA(CT DOC'UMENTS.
ATION r)NTAINE N
FOR DIMENSIONAL ACCURACY AND CONFORMANCE WITH THE 1Nrr_-,0,PN,'1 Lij I I I
HO: DDOWiNS, FASTENDRS. ETC.
EN TS FOOTINCS', L L
_ML -W
SEE GENERAL NOTES I—OR DES-31IGN r> -; - AND ADDITIONAL REWRIL
A L!
\,-�INELE_RED -ITEEM ARE PRE' QiNARY AND CHANGE A\\F-,-"'-R IREVIIE
INDICATED WITHIN WHICH SUPPORT 1_1� PRE—ENC-3 SUBMi,7-1-r— TO TH I- r --I�j ILD 'NS iDEPT
OF THE PRE—ENGINEERED SHOP DRAWINGS. THESE SHOP DRAWINGS SHiALL AL'S30 BE L Ll i P-7
AS A DEFERRED SUBMITTAL- TO THE PERMIT DOCUMENTS.
p STEEL STAIRS,HANDRAILS & GUARDRAILS. STTA A'!R, MANs,J;A:t__
AR'C�HITEC-_�\T"U'RAL METAL MANLj'FAk_'_1_dRE:_Rc.
COMPLY WITH NAAMM, NA70NA1 AS)SC)CIA-IFION 01
1, 1.7 THE R, EF R E N CE D F3 U1 L D! N11 3
I E Q U I I-\' 7 I\,, 0 F 16 0 7 Or'
HANDRAILS AND GUARDRAILS SHALL BE DESIGNED FOR THE R kj
NG STRUCTIIRIE BE CAPf6\BLE C)F WIFFHSTANDINC, A 200 LB POINT 'LOAD OR
CODE. HANDRAILS & SUPPORTING SHALL E r) -7-0 Tl�; �41 T 1_� THE
E P EQ
A T RE"' ki E OF
D IN ANY DIRECTION 1-,T ANY POINT ON TIMIE' RAIL ANL
LB/FT LINE LOAD APPLIED
REFERENCED BUILDING CODE.
I -
CYLIND'ER AT 3 DAk, I CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28 DAYS —OR— HOLD ONE RESERVE CYLINDER TO BE
TESTED AS REQjE TED BY THE ENGINEER. IF REQUIRED 28 DAY STRENGTH IS ACHIEVED, THE RESERVE CYLINDER MAY BE
DISCARDED.
j
UNLESS NOTED OTHERWISE, USE SPRUCE—PINE--FIR (SPF) OR SOUTHERN PINE (SYP', `19% MAX. MOISTURE CONTENT, AS
FOLLOWS:
1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE (SPF #2)_
0 CMU s.-3 f I PF (c,-yp49) P
L BE TAKEN AT THE POINT OF 2. PLATES IN UUNIIA�,I MIN `,UINUML k-;
ALL. CON(_`,RETE TETE
STS INCLUDING AIR CONTENT, SLUMP, AND TE'�T CYLINDERS SHALL 3. SILL PLATE ANCHORS PER FOUNDATION PLAN.
7) i Q (_� WHEN CONCRETE IS PUMPED. . MIN. OF (SPF) UTILITY GRADE FOR INTERIOR NON—BRG. TOP PLATES.
,_,,I,_,A,,HARG1E AND F OM THE DISCHARGE END OF PUMP HOSE 4
EOST—INSTALLED A CHORS IN CON( -,RFT— 5. USE (SPF#2) OR BETTER FOR ALL 'VVALLS IN THIESE PLANS.
LL BE HILTI KWIK BOLT 3 ANCHORS MANUFACTURED BY 6. SPACE STUDS AT 24" O.C. IN NON—LOAD BEARING WALLS.
E I ANSDION ANCH S AS SHOWN ON CONTRACT DOCUMENTS SHA #2).
0 MANUFACTURED BY SIMPSON STRONGTIE COMPANY, POWER—STUD 71 BEAMS AND HEADERS (SYP
F/`ASTENING S STEMS ' WEDGE—ALL ANCHORS MANUFACT 8. LOAD BEARING STUDS, & EXTERIOR STUDS (SEE WALL SCHEDULE)
AN(C,HORS MANUFA-vURED BY POWERS FASTENERS, TRUBOLT WEDGE ;',,.NCHORS MANUFACTURED BY ITW RAMSET/REID HEAD
OR APPR0VI`__D EQUUFACTURER'S
, INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT 9. SUB—PURLINS, PLATES, BLOCKING (SPF #2)
SI-11ALL BE PER MANREQUIREMENTS UNLESS NOTED OTHERWISE.
ALL WALLS SHALL BE BALLOON FRAMED FULL Hi= iGHT TO ROOF OR FLOOR BEARING ELEVATION, UNLESS NOTED
OF KM ALL—THREAD rpAnF 3 STEEL ANCHOR OTHERWISE ON PLAN.
ADHESIVE- ANCHOR AS SHOWN ON CONTRACT DOCUMENTS SHALL �,UIND!O CONSTRUCTION WITH VOIDS)
�kj!TH HY150 MAX I JECTION ADHESIVE (HIT HY20 INJECTION ADHESIVE FOR MASONRY �_,I
OXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY,
"-UPFILIED BY HILTI FASTENING SYSTEMS, EPDXY—TIE SET EP
WITH
QUAL. INSTALL IN ACCORDANCC_
EPC CSN %G-5 E-PDXY 0HESIVE SUPPLIED BY ITW RAMSET/RED HEAD 0' APPROVEDE
FHCE IMANUFACTUREWS RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE PER MANUFACTURERS REQUIREMENTS UNLESS
Nrl.`,TED 011-k-IERWISE1,
P, 0 'I3_T---INS7'ALLED A ICHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN
APPROVAL FROM E� GINEER OF RECORD PRIOR TO USING POST INSTALLED ANCHORS FOR MISSING OR MISPLACED
CAST --IN- AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED
- PLACE ACHORS. CARE SHALL BE GIVEN TO
IRS SHALL BE INSTALLED PER THE MANUFACTURER'S
AND CLEANIED PER THE MANUFACTURER'S INSTRUCTIONS. ANCHORS
i:NS_TAL.L/'-\TK_)N INST��'\IUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCES AND/OR SPACING INDICATED IN THE
S LITE I
MANUFA�_ICTURER'RATURE. UNLESS SPECIFIED OTHERWISE, ANCHOPS SHALL BE EMBEDDED IN THE APPROPRIATE
SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED TO
SUPPORT THE INTENDED LOAD. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECiFIED2 SHALL BE
SUBMITTED TO THE ENGINEER WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL
ENGINEER SHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE
DESIGN PROCEDUR REQUIRED BY THE BUILDING CODE.
ADH ESI \ v /E FOR REI, FORCING DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT HY150 MAX INJECTION ADHESIVE
SUPPLIED BY HIIL-11 FASTENING SYSTEMS, EPDXY-TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY,
POWER -FAST EPDXY INJECTION GEL SUPPLIED BY POWERS FASTENERS, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW
-
S - 'RED HEAD OR APPROVED EQUAL. MINIMUM EMBEDMENT LENGTH SHALL BE 122 BAR DIAMETERS, UNLESS NOTED
R AM Ell
O'-j11 = RWISE.
DEP RELATED DESIGN CRITERIA
DEP RELATED DESIGN U
LKI I LNIA
FEMA (BFE): FEMA FLOOD ZONE "X"
DEP MONUMENT Nt)MBER: 8048
100 YR. STORM ELEVATION: +16.4' NAVD (PER DEP MONUMENT)
100 'YR. STORM DESIGN GRADE ELEVATiGN: +4.4 NAVD (PER DEP MONUMENT)
B0_FTOM OF PILING -16.0' NAVD (TO BE VERIFIED BY GEOTHECHNICAL ENGINEER REPORT)
BOTTOM OF LOWE� T HORIZONTAL STRUCTURAL ELEVATION: +16.4' NAVD.
A ,
STRUCTLJRt',-�L METAL L CONNECTORS ARE IN CONFORMANCE WITH TABLE 1FEMA - TECHNICAL BULLETIN 8 96. ALL
CONCRETE REBAR COVERAGE HAS BEEN SPECIFIED AS REQUIRED BY ACI.
I
TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF...
DEP COMPLIANCE--TATEMENT:
THIE.SrE DESIGN PL INS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33,
FLORIDA " I K I I lc,-_ . ATIVE rn
_j11_ 1. PSF LIVI z (100 11-13.
A T(Dd FOR A VIIINIIMUM It' CHAD, D, 2,J
ALL COMPONENTS SHALL BE D'E-SIGNE-D AND DETAILED BY THE
�D L/360 MAX. DEFLL,%._,I,0NL MINIMUM SIZES SHALL- PE AS F11LOWS: HESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTABLISHED IN
CONCENTRATED LOAD At I CONSTRUCTION MANUAL.
L P--5 COASTAL CONS
1, METAL PANS: 14 GA. (UNLES)S NOTED OTH RWISE,
L_ DURINGA COASTAL
2. STRINGERS: C12x2O.7 (UNLESS NOTED OTHERWISE) THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT DWELLINGS
STORM EVENT AS REQUIRED BY F.A.C. 6213-33 AND FEMA 55, CHAPTER 9.5.3.
U�-A, L) FF POSTS AS NEL-L-Ir"D. PROVIDE DETAILS SO
A -A I'!PF_ � POSTS 1 ,
SUPPORTED- USING 4" D1 "METER i_. I - I R TRE AD
STEEL STAIRS SHALL 13E SLAB i -F An 'A 11"E N 'WORK. tvIETAIL PAN Sl/ -\!F Il't
I Ill r-% , 1-1 -.1 S
THAT STAIR CAN BE ASSEMBLED AND INSIALLEED 11 N PROPER SEQUENCE r-
-:-i I FOR WALK= SUF*,,F_ACES,
HALL HAVE NOTI LESS THAN't /2"" N'O)FI, MORE THIAIN" 0- CONICR�:. ,
r- 1 L. I I
AND LANDINGS S L
MEET ALL APPIUCABLE LC,`_N1AI BUILDINO COF-)Elc---$.
COORDINATE W'TH ARCHITECTURAL_ DRAWINGS . "L_
SPRUCE PINE FIR #2 SPECIFICATIONS: rr__b-7__/5 P,7 -A, F%c'/PARALLEL)= 1000 PSI, Fc=(PERP)=335 PSI, Fv=135 PSI, Ft= 350
PSI, E-1100 KSI /SFPA)
S1,jI_HERN FOREST T'S ASSOCIATION
SOUTHERN PINE #2 SPECIFICATIONS PER LATEST S PRODUr
CONCRETE C, MASONRY, OR SOIL, SHALL BE PRESSURE -TREATED.
ANY WOOD IN CONTACT WITH �_,, I El
METAL CONNECTORS SHALL BE FASTENED IN ACCORDANt%__'E WITH THE MANUF. INSTRUCTIONS TO DEVELOP THE MAXIMUM
PUBLISHED CAPACITY.
ALL WOOD—TO—WOOD CONNECTIONS SHALL FM PLO Y 4v`11_TAI_ ANCHORS. NO TOE OR 'END NAILING SHALL BE PERMITTED
(UON), EXCEPT FOR AT TOP AND BOTTOM PI - ATES IN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE
WITH MANUF. INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. ALL CONNECTORS SHALL BE G90 GALV. STEEL. ALL
ANCHORS IN CONTACT WITH PRESSURE TREATED, FIRE -RETARDANT
OFIR WOLMANIZLD WOOD SHALL BE COATED WITH 6185
ZINC COATING. ALL OTHER ANCHORS MAY BE CNOAIr IED WITH G90 COATING.
THE QUANTITY OF WALL STUDS DISPLACED OR CUT FOR AN OPENING SHALL BE PLACED ADJACENT TO AND ATTACHED
10 JAMBS, HALF ON EACH SIDE OF THE OPE KING.
WHERE CCNINECTIONS ARE NOT SHOWN ON THE D� EDULE IN THE BUILDING CODE. ALL
_)JINGS, COMPLY WITH NAILING ING SCHE
NAILS AT NON -AIR CONDITIONED/HEA TED AREAS ILL BE GALVANIZED.
PIECE AJ/ THE NAIL LENGTH FROM
TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF 30- �O THE BE STARTED AT %
THE END OF THE PIECE.
ALL BOLTS SHALL BE FURNISHED WITH STANDARDT WASHER. FASTENERS IN CONTACT WITH TREATED WOOD,
INCLUDING BOLTS AND NAILS AT SILL PLATES SHAD BE HOT -DIPPED GALV. OR STAINLESS STEEL IN ACCORDANCE WITH
REQ. OF SECTION 2304.9.5 OF THE BUILDING CODE.,
ALL NAILS TO BE G90 GALVANIZED (Gi 85 GALVANI.
TION FOR NAILS IN CONTACT WITH TREATED WOOD). COORDINATE
BLOCKING LOCA -TION WITH SHEATHING EDGES AS r
UIRED. ALL NAILS SHALL BE COMMON WIRE NAILS.
MULTIPLE STUD OR SOLID COLUMNS SHALL BE CON
NUOUS FROM FRAMING LEVEL, WHERE SHOWN, TO THE FOUNDATION,
THIS WILL REQ. SOLID BLOCKING WITHIN THE FLOOR<
RAMING EQUAL TO THcr-_- COLUMN DIMENSION. UNLESS OTHERWISE
FASTENED, CONNECT COLUMNS ABOVE AND BELO�V
ACH FRAMING LEVEL WITH SIMPSON CMST14 STRAP (WITH NAILS/LAP
ABOVE AND BELOW FRAMING LEVEL PER STRAP SFID
IFICATIONS) AND ANCHOR COLUMN TO FOUNDATION WITH SIMPSON
im-
HTT16 HOLD—DOWN w/ 5/8" DIAMETER x 63" EMBE
DEPTH EPDXY ANCHOR.
MULTIPLE STUD PACK COLUMNS SHALL BE CONNE
ED LATERALLY 10 ONE ANOTHER PER DETAIL INDICATED HEREIN.
MINIMUM CONNECTIONS SHALL BE AS FCLLOWS
BEAMS — (1) SIMPSON HTS16 EACH END TYPICAL.
BEAM TO POST — CMST14 STRAP WRAPPED ACRO,
A
Top OF BEAM END AND DOWN POST WITH NAILS/LAP ON TOP OF
BEAM AND DOWN POST AS SPECIFIED FOR STRAP.
WALL SHEATHING NOTED ON STRUCTU'FAL DRAWING
OR SCHEDULES SHALL BE ATTACHED DIRECTLY TO THE FACE OF
FRAMING MEMBERS. i
SEE ARCHITECTURAL DRAWINGS FOR ALL NCN—STR
C REQUIREMENTS. ADDITIONAL SHEATHING REQUIRED
CTURAL SHEATHING
BY ARCHITECTURAL
DRAWINGS SHALL BE ATTACHED .TO THE OUTSIDE
CE OF STRUCTURAL SHEATHING.
WALL FRAMING MAY BE PANELIZED (WITHOUT GYPS
t,,l WALLBOARD OR SHEATHING). SUBMIT PANEL DRAWINGS FOR
REVIEW.
aj
TIMBER FASTENING SHALL BE PER F
r -BC "MINIMUM, STENiNG SCHEDULE" UNLESS NOTED AS GREATER ON DRAWINGS.
CONNECTORS TO BE SIMPSON OR APPROVED ALTF ATE, WITH M;NIMUM CAPACITY AS NOTED. SEE PLANS.
ALL NAILS SHALL BE COMMON WIRE NAILS.
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