87 W 4th Street B New Duplex BUILDER:
CAROLINA LUMBER/SOLAR
SUBDIVISION:
ORCHID&4TH
F11,11.Am CO LOT NUMBER:
16'1 18'10"8 1-2
MODEL:
M co
S DUPLEX
DESIGNED/CHECKED:
J01
BI AMS �Y 20 AMS BY io
E J02
J 02 0 7`� 'H1 I
01 -
T01 T01
JA
H VT
�ELI -77- 1 A TH
T02 T02
T03— T03 wHouse
T04— T04 71
T05— T05
T06— T06
T06— T06
T06— T06
T06— T06 PEX
T06— T06
T06— T06
This drawing is not suffi(Jent
T06
T06 0 alone for installation.
T06 T06 Additional instructions
IT06 accompanying this drawing,
T06 including BCSI-131,should be
T06 used in conjunction with the
T06 architectural and structural
T06 plans during installation. If
T06 BCSI-131 has not been
T06 T06 shipped to the site with the
T06 components shown on this
T06 page,please contact Apex
T06 T06 Technology for a free copy.
T06 T06 Permanent bracing for the
building, including bracing to
T06 T06 resist wind,seismic,or other
T06 lateral forces,and permanent
Toe bracing for all structural
T06 elements, is the responsibility
T06— T06 of the Engineer of Record for
T06— the structure or the building
designer, per ANSI/TPI 1-
GE02 GE02
DROP TOP CHO RD GABLE DROP TOP CHORD GABLE � H 2002 Chapter 2.
2'
41
L GEGI GE01
DROP TOPICHORD GABLE DROP TOPICHORD GABLE
ALL FRAMED WALLS HELD
BACK 1/2"FOR SHEATHING
OCT 2 7 2016
[-12'1"-1— 3-9- 14"1" 14"1" 3'9"---j— No 8
I 1 0
69111"
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STAT
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16
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JA� APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE, FL,32224-904.821.5200
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LU ATLANTIC BEACH FL 32233
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LU GENERAL NOTES CONCRETE NOTES
__j BUILDING STRUCTURE INFORMATION
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1. IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF 1. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STENGTH OF 300OPSI AT 28 DAYS FOR
0 THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. SLABS AND FOOTINGS. PROVIDE 350OPSI AT 28 DAYS FOR CONCRETE BEAMS AND COLUMNS. CONDITIONED SPACE:........................2516 S.F. JACKSONVILLE
z INTERNATION
0 CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. UNCOND11IONED SPACE:....................746 S.F. AIRPORT AL
2. ALL SLABS SHOULD HAVE A MIN OF 6X6 WWM PLACED IN THE CENTER OF THE SLAB. THE USE OF TOTAL SPACE.....................................3262 S.F. T RRELL RD
0 FIRBERMESH SHALL BE ALLOWED IN REPLACEMENT OF WWM. TYPE OF CONSTRUCTION...................5B 0 2 R 14EW PSI
1 95 RD
2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PROR TO
LU OCCUPANCY......................................R-3 2%
LU COMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING
z 3. ALL REINFORCING STEEL SHALL BE NEW BILLET )EFORMED STEEL WITH MINIMUM GRADE 60 AND FIRE SPRINKLERS:.............................NO ROAD DUNN
0 CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK. I __1
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3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, B z
4. ALL STEEL REINFORCEMENT LAPS SHALL BE A III INIMUM OF 36 BAR DIAMETERS OR 24" WHICHEVER IS CARDEN
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ATTACHE AND ACCOMMODATE OTHER WORK. STRUCTURAL DESI GN-�Ul TERI A
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U_ THE ENGINEER AND MAY NOT 5. REINFORCEMENT SHALL HAVE A MIN. CONCRETE COVER OF 3" FOR CONCRETE PERMANENTLY EXPOSED
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.6 295 11111111
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BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. FLOORS: LL = 40 PSF DL = 15 PSF
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STAIRS: LL = 40 PSF DL = 15 PSF q w AtILINU I ON Craig Mun.
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rz W11 DIFFEREN 17
CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK, EXCEPT ERE A T COMPACTED TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557. ROOF: PER TRUSS MANUF OR SPRINGS Q D 17
DETAIL IS SHOWN. LL = 20 PSF DL = 15 PSF - SHINGLE RD F Jr Is iTE
ALL FILL MATERIALS SHALL BE CLEAN AND FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. (bride&�dr
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PSF SOIL BEARING CAPAATLAN11C BEACH. CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO THE I- I SUTLER
0 9, UN EXPRESSWAY
I- ULTIMATE WIND SPEED(3-SEC. GUSTS) 130 MPH
ENGINEER PRIOR TO COMMENCING WORK. --mand ST�
1. ALL FRAMING ANCHORS, TIES, STRAPS, ETC. SHOWN ON THE PLANS SHALL BE SIMPSON STRONG TIE BUILDING RISK CATEGORY 11 NAS.
C.F.G.C. 295 118th ST 95
PRODUCTS. OTHER PRODUCTS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER ALLOWABLE CAPACITIES ARE WIND IMPORTANCE CATEGORY 1.0 <
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7. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING, FIRE, AND HANDICAP, f1clif Cecil Field 1 rn SA Jacksonville
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0 ACHIEVED. CONTACT ENGINEER OF RECORD IF CAPACITIES ARE NOT ACHIEVABLE. EXPOSURE CATEGORY Station 21 Ar Station B
CODES INTO THE DESIGN AND BASE PROPOSAL FOR A COMPLETE TURN-KEY PROJECT. SUNBEAM ALT
w BUILDING CATEGORY CLOSED I I w 1 11 1 SCALE OF MILES
0 2. ALL WOOD MEMBERS EXPOSED TO CONCRETE, MASONRY, WEATHER, OR EARTH SHALL BE PRESSURE DUVAL CO
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w 8. PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL TRASH AND DEBRIS TREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. 3. COMPONENTS AND CLADDING Omry
0 A
REMOVED FROM SITE. ALL WINDOWS AND CLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES TO
GREEN STAUGUSTINE
z 3. ALL HEADERS/BEAMS SHOULD BEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED SIZE KINGSLEY
< DUSTED AND CLEANED, AND ALL PLUMBING AND TOILET FIXTURES CLEAN AND IN GOOD WORKING ORDER. INTERIOR ZONE (4) END ZONE (5)
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w 9. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS. DO NOT ALLOW TO
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ix ACCUMULATE.
0 VICINITY MAP
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__j F/CONVENTIONAL FRAMING SHALL BE CONSTRUCTED WITH No. 2 SYP.
0 10. CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. 5. ALL ROO
100 33.4 -36.6 33.4 -40.8
11. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST 6. ALL EXTERIOR WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEARWALL SEGMENTS. 500 -32.5 29.3 -32.5
Uj AVAILABLE DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK
U
M DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, 7. ALL NAILS SHALL BE COMMON SIZE NAILS, UNLESS NOTED OTHERWISE ON THE PLANS.
0 ITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION
GRADES, LINES, LEVELS, OR OTHER COND
CL ANY OF HIS SUBCONTRACTORS PRIOR TO 8. ALL WOOD CONNECTORS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT. INSTALLATION OF WOOD
LIJ ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR 0,:1 7-"z
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Ix ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK kS CONNECTORS SHOULD FOLLOW MANUFACTURE SPECIFICATIONS AND THEIR FL PRODUCT APPROVALS.
REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT py
LU 9. DESIGN OF WOOD MEMBERS IS BASED ON THE 2014 BUILDING CODE, RESIDEN11AL EDITION AND THE
C/) REIMBURSEMENT OR COMPENSATION BY THE OWNER.
NATIONAL DESIGN FOR WOOD CONSTRUCTION. SHEET NO, TI TLE_
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0 12. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE
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U5 REVIEWED FOR CODE COMPLIANCE
Co 13. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETION OF 1. ALL-THREAD RODS TO BE 1/2" DIAMETER BARS PLACED AT 4' O.C. IN ALL EX RIOR BEARING WALLS. A-1 ELEVATIONS
0 CITY OF ATLANTIC BEACH
UJ WORK. FREE ACCESS TO ALL PARTS OF THE BUILDING IS NOT ALLOWED.
U SEE PERMITS FOR ADDITIONAL
z < 2. PLACE ALL-THREAD RODS AT 10" MAXIMUM FROM EACH CORNER AND AT EACH INTERSECTION OF A-2 FLOOR -PLAN
0 w) 14. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNCRATING, SORTIt, REOUIREMENTS AND CONDITIONS
U Z BEARING WALLS. PLACE ALL-THREAD RODS AT 3" MAXIMUM FROM EACH SIDE OF ALL HEADER BEAMS.
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U5 0 THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE CONTRACTOR. REVIEWED BY.- ATE:_j- I
LU z 3. ALL-THREAD RODS TO BE DRILLED AND EPO)IED INTO FOOTING WITH SIMPSON SET EPDXY SYSTEM, OR A-4 -11 ��
0 0 FLASHINGI- PLAN
0 U 15. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED APPROVED EQUIVALENT. ALL-THREAD EMBEDh ENTS FOR ALL EXTERIOR WALLS AND LOAD BEARING
z 0 1777""77"',
< z S, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF WALLS TO BE A MINIMUM OF 8" INTO FOOTIN E-1 ELECTRIOA- PLAN
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