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ELECTRICAL LEGEND
IIOV DUPLEX RECEPTACLE SIW.*Lr= POLE SWITCH
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IIOV DUPLEX GRouNo FAULT SWITCH WITH DIMMER
IIOV DUPLEX WATER PROOF
220V RECEPTACLE (1) EXHAUST PAN
'COUNTER TOP DUPLEX PAN / LIGHT COMBO
RECEPTACLE MOUNTED 0 42' Ar-F. Eli JUNCTION BOX
FLOOR MOUNT RECEPTACLE 050 SMOKE DETECTOR
DEDICATED CIRCUIT Of CABLE TV
cnILING MOUNT INCANDESCENT A PHONE:
EY DISCONNECT
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MOUNT TRACK LIGHTS
1410
5LECTRICA.L NOTES :
1. ALL WIRING AND J:-QUIFMENT SHALL, cOwORM
To Nr=r-. , ALL LOCAL RULES AND BODIES
oleoiNANcES or- LOCAL GOVERNINC
WAvIW_s JURISDICTION .
2. ALL WIRING A14o EaUIPMENT SHALL CONFORM S e? r—,t
-to o.s.HA CsUIDLINES W14ERE APPLICABLE.
3. PROVIDE AND INSTALL- SMOKE DETECTORS ,
WARD-WIRIED W/ BATTERY BACK-UP. 1/2" PLYNOOD ON 2X5
4. MINIMUM eRANCH CIRCUIT WIRE SIZE 0 14. RAFTERS 16" O.C.
5, ALL PANS SHALL BE INSTALLIE-D W1 RHEOSTATS. 17--1<0 10 TIC- C-0 c
b. THE CONTRACTOR SHALL vERIFY LOCATION OPTIONAL BATT INSULATION HJRRICANE CLIP EA J015T AND RAFTER
OF ELECTRICAL SERVICE W/ LOCAL UTILITY.
1. f=,RovlDE Gr-1 OUTLETS AT EXTERIOR AND IN IX2 DRIP
BATHS jGARAdE , AND KITCHEN AS RE:QUIF:MD BY
NEZ. � It2 4 6�4B, READY TO PAINT IX_ FASCIA TO MATCH E>05TINe
CONDUCTORS AND CIRCUIT BREAKERS SHALL BE n2ovll?s
VEF;zjpjED By CONTRACTOR WITH EQUIPMENT MANU-
FAcTURER,5 SPECFICAVONS. A-r
No ALUMINUtl CONDUCTORS SHALL BE USED.
-------SOFFIT TO MATCH E>(15TIN(9
2X4 5TLVS 160 0.0 SYF->#2
OR 5ETTER
__OFlIONAL BATT INSULATION
TI-11 SIDINC7, STAINED TO
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BUILDING OFFICE
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ADDRESS -Z
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GFNFRAL NOTFS:
1. SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF
2000 P.S.F., COMPACT ALL FILL AREAS TO A MINIMUM OF
95% AASHTO T180. MAXIMUM DENSITY IN LIFTS NOT TO EXCEED 12".
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH E-4
OF 3000 P.S.I.
Composition Shingles 3. ALL REINFORCING STEEL SHALL BE A MINIMUM ACI GRADE 40,
on 30# Felt on 5/8" Plywood Sheathing AND HAVE A MINIMUM COVER OF 2".
Pre-engineered Trusses 0 2'-0" C/C -4 -4
12 0 1 1
6 SEMCO HDP2X
Truss Anchor
3-1 201-7/8" "Par-ollam" 2.0E_ Use (4) 8d Fasteners each
to Truss and Plate.
Beam. USP HD210 W1 (12) 16d Fasteners to Beam
(4) 10d Fasteners to Bottom Chord of Truss STRUCTURAL NOTES
0
0
For trim & finishes DESIGN IS TO BE IN ACCORDANCE WITH THE 1997 SOUTHERN BUILDING CODE
USP KECC46 W1 �2) 5/8" Fasteners see Architectural CONGRESS INTERNATIONAL.
to Beam & (2) 5/8 Fasteners to Column
@ Ea. End of Beam 1. LIVE LOADS:
4x4 Post 2X's 0 16' C/C
eyond See Plans for sizes FLOOR 40 PSF
ROOF 20 PSF
2. BASIC WIND LOAD 110 MPH
ROOF SLOPE 6:12 = 26.56 DEGREES
USE FACTOR 1.0
studs a 160 C/C MEAN ROOF HEIGHT 23.0'
VELOCITY PRESSURE 28.0 PSF
3. ALLOWABLE UNIT STRESSES
CONCRETE: DESIGN PER ACI 318
D BEAM CONNECTION COLUMN EAVE DETAIL @ FRAME WALL ROOF SLABS ON GRADE, CONVENTIONAL SHALLOW FOOTINGS
SCALE In V-0" s 1 SCALE 1" 1'-0" & ALL OTHER CONCRETE: f'c = 3000 PSI
REINFORCING STEEL. ASTM A015 GRADE 00
4x4 Post WELDED WIRE FABRIC: ASTM A185
Beyond CONCRETE MASONRY. DESIGN PER ACI 530-fm= 1600 PSI
SOIL BEARING CAPACITY: 2000 PSF (MAX.)
2nd _Floor
(2) 5/8" CDX Plywood ALL DIMENSION LUM13ER HEADERS AND BEAMS SHALL BE SYP NO. 2 U
Remove exist. wall 11 1 OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE -!4
W1 10d Fasteners 0 6" C/C Edge -WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ;T4 '�4
8" C/C in Field.
e4W 10 x22# BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL
BE SPF NO. 2 OR BETTER UNLESS OTHERWISE NOTED).
Exist
(2) Rows of 1/2" Diam, E-4
Floor Joists 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER
x 12" Through Bolts 0 32" C/C FOR REINFORCING SHALL BE AS FOLLOWS:
Y New 2x1Q Floor Joists 30 E-4
FOOTINGS:
SLABS ON GRADE: CENTERED
4x6x1/4 Cap Plate USP SUH210 W1 (10) 10d Fasteners ea.
4x4x1/4 StI. Col. to Joist and Beam 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE
TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS
AND SPECIFICATIONS. REINFORCING STEEL SHALL BE HELD SECURELY
IN POSITION WITH STANDARD ACCESSORIES DURING PLACEMENT OF
CONCRETE.
0. SPLICES IN REINFORCING, WHERE PERMITTED, SSHALL BE AS FOLLOWS:
MASONRY: 48 BAR DIAMETERS
CONCRETE: 40 BAR DIAMETERS
7. IF FOOTINGS OCCUR IN UNSTABLE SOIL, THE ENGINEER SHALL
BE NOTIFIED.
0. ALL LOAD BEARING COLUMNS AND EXTERIOR STEM WALLS SHALL BE
4" THICK SILAE3 W1
FIBERMESH OR 6X6 NO. 10/10 W.W,F. 6x6 Post COMPOSED OF ASTM C90 GRADE N-1 HOLLOW CONCRETE MASONRY
UNITS WITH TYPE "S" MORTAR. FILL ALL CELLS CONTAINING
USP KCB66 VERTICAL REINFORCEMENT WITH 3000 PSI CONCRETE. FILL ALL CELLS
4x4xl/4 StI. Col. b KW1 (2) 518" Bolts BELOW FINISHED GRADE WITH 3000 PSI CONCRETE.
4xl2xl/4 Base Plate Provide USP connectors @ ea. post 9. PROVIDE REQUIRED TEMPORARY BRACING, SHORING, GUYING OR OTHER
W1 (2) 5/8" Bolts MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING
1 On Lg. CONSTRUCTION.
0 0 0 7 0 0 0 0 0 0 0 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
Drill through Connector
_j I SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING
-=Z:Wl (1) additional DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. THAT ARE NOT
il:ion�al
_\Drill 6" into exist Ftg. # 5 Dowell SHOWN ON THE STRUCTURAL DRAINGS.
6 MIL. POLYVINYL OVER
& epoxy #5 x 2'-0" U 10
Existing Ftg. COMPACTED FILL �0_ —0— 0 —0 — 00
(2) rows 0 48" C/C Max. 2
)MfIt 10,
_2" Cl. 11. THE DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR THE
7V- -7 SEAL OF AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. ALL
0 0 0 0 0 0 TRUSSES SHALL BE PERMANENTLY BRACED IN ACCORDANCE WITH THE
t3" C1 3'-O'*x3'-Q" Ftg. W1 RECOMMENDATIONS OF "COMMENTARY AND RECOMMENDATIONS FOR
(4) #5's B/W HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD
TRUSSES, HIB-91.0 C:)
1 Bx24 Ftg. W1
(3) #5's Cont. CQ
SHEARWALL SPECIFICATIONS:
INSTALL 5 9
/C�8' CDX PLYWOOD SHEATHING OVER 2X SPF #2 STUDS
• lam C FASTEN SHEATHING w/8d COMMON 'WIRE NAILS 0 3" C/C
• EDGE AND 6" CIC IN FIELD. INSTALL SPF #2 BLOCKING AT ALL
TYPICAL FTGS. HORIZONTAL JOINTS. INSTALL THE FOLLOWING HOLDDOWN AT EACH
SECTION BLDG. EXTENSION SCALE I V-0 END OF SHEARWALL SEGMENT-
SCALE In l'-O" 0 CMU STEM WALL: �1� SEMCO SGP-3 AND (1) TPPO
BETWEEN IST & 2ND FLOOR- 3 RS150 STRAPS
0
�4
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APPROVED
OR OF ATLANTIC BEACH
BUILDING OFFICE
AUG, 2 0 ;U01
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CITY OF ATLANTIC BEACH
FLOWDA
BUILDING PLANS
ADDRESS -Z
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