HomeMy WebLinkAboutFOUNDATION PLANARCHITECT
5 CROSS SECTION
1 /4 1 0
2"x2" PICKETS
@ 21" O.C.
2"x4" BOTTOM RAIL
4"x4" POSTS @
6'-0" O.C. W/ (2)
1/2" dia THRU
BOLTS
RAILING DETAIL
1/2" = 1'-01,
RAILING (REFER TO TYP RAILING
(REFER TO FRAMING)
TRPL BEAM (REFER TO FRAMING)
LUS 28 HANGER
(14) 7.85" RISERS
(13) 10" TREADS
2"x12" STRINGER (TY
x RISERS
x12" TREADS
IS 28 HANGER
<12" RIM JOIST
1/2" DIA THRU BOLT
�—ABU44 POST BASE W/ 1/2"x3 1/2"
REDHEAD
7 STAIR SECTION
Q 3/8 - 1 0
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN, FIBER STRESS VALUE
2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30" MIN. LAP
4. CONCRETE COVER OVER REINFORCING STEEL:
A. FOOTINGS: 3"
B. BEAMS: 11/2"
C. COLUMNS: 11/2"
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR
DENSITY
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND FORCES PER THE FLORIDA
BUILDING CODE 2014 EDITION
7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA
BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES
8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. REFER TO LINTEL SCHEDULE FOR ADDITIONAL
INFORMATION.
9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED PRODUCT REVIEW AFFIDAVIT
NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR
BETTER
2nd FLOOR ELECTRICAL PLAN
1/4" = 1'-0" - -
1st FLOOR ELECTRICAL PLAN
1/4"=)1'-01, -
2
CERTIFICATION FOR DESIGN LOAD COMPLIANCE
1. DESIGN CODE: FLORIDA BUILDING CODE 2017 EDITION
2. STRUCTURAL DESIGN: ENCLOSED
3. RISK CATEGORY: II EXPOSURE CATEGORY: B
4. DESIGN WIND VELOCITY: 160 MPH
5. MEAN ROOF HEIGHT: 22FT ROOF PITCH: 5/12 EXISTING
6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE)
ZONE 1: -22.0 ZONE 2: -32.0 ZONE 3: -60.0 ZONE 4: -28.0 ZONE 5: -34.0 GARAGE: -26.0
7. DESIGN LOADS: FLOOR 75 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 30 PSF
8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES
9. IS A CONTINUOUS LOAD PATH PROVIDED? YES
10, DESIGN SOIL BEARING PRESSURE: 2000 PSF
SOIL BORING TEST REQUIRED: NO
IN -- — — — II T 7I
RAIL T I
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1�1II I I I I 1 1 13/4" 1 &G NECKING
F
I2 �112 � 1 W/ 1/2 IL D@ ° O. UE IIII I I I I I I I I I I I
TA ER D E. III I 2"x1 "JOISTS016"10.C.1 I I I I I I
I III I I I I I I I I I I I IT
II I I I I
1 RAILING / I
14'-0" +/
P.T. 6"x6" WOOD POST (TYP)
WOOD BEAM: (3) 2"x12" W/ 1/2" SPACER GLUED &
NAILED @ 8" O.C. STAGGERED EACH WAY (TYP)-
TYP JOIST HANGERS
SINGLE JOISTS: SIMPSON LUS210 W/ (12) 10d NAILS
DOUBLE BEAMS: SIMPSON LUS210-2 W/ (14) 10d NAILS
EXISTING METAL TRIPLE BEAMS: SIMPSON LUS210-3 W/ (14) 10d NAILS
BUILDING TO
REMAIN
2nd FLOOR & FRAM
1/4" = 1'-011
ING PLAN
t
1st FLOOR & FOUNDATION PLAN
1 /4" = 1' 0"
SCANNED
BY
St Lucie County
Architectonic In
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPY GHT2017
JECT
STORAGE LOFT
5103 Seagrape Drive
Fort Pierce, FL
CLIENT
PAUL MCCULLY
O1J151ON
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CONSULTANTS
FILE C PO
REGISTRATION
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JS 9
HA70
A 98
R�
SD ARC
AIA
898
REVISIONS
NO.
DATE
REVISION
1
07/17/18
BLDG DEPT COMMENTS
KEY PLAN
SHEET TITLE / SHEET NUMBER
FLOOR PLAN &
NOTES
Al mOO
PROJECT NUMBER R1712'
DATE 07/17/2011
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