HomeMy WebLinkAbout201 N MAPLE AVE (A) 18-4237 STAIRCASE FRAMINGSTAIRGASE =R,^ -,MING PLAN
SCALE: 1/2 " = 1'-0 "
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NOTES:
I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING
PRESSURE. SUBMIT SOILS REPORT BY FLORIDA REOISTERED ENC INEERINO FOR
REVIEW PRIOR TO FOUNDATION POUR.
2. ALL CONCRETE WORK SHALL BE IN AGGORDANCE WITH A.G.I. 301-7C, AND SHOP
DRAWINGS WITH A.G.I. 315-80. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT
FOR APPROVAL PRIOR TO FABRICATION OR GONG. POUR.
3. GONGRETE 20 DAY STRENOTH; SLABS, FOOTING; 2500 P.S.I. 2/ 3/4" MAX.
AGGREGATE.
4. REINFORGING STEEL; ASTM A615, GRADE 40 EXGEPT STIRRUPS AND TIES MAY BE
C RADE 40.
5. STRUCTURAL DESIGN IS BASED ON AN ENCLOSED STRUGTURE.
6. DESIGN LOADS: IN AGGORDANGE WITH F.B.G., GHAPTER 16.
SLEEP I NC ROOMS: 30 PSF
ROOM OTHER THAN SLEEPING ROOM: 40PSF
CAURDRAILS IN -FILL GOMPONENTS: 50PSF
CAURDRAILS � HANDRAILS: 20OPSF
BALGONIES $ DEGKS (EXTERIOR): 40 PSF
ATTIC, WITHOUT STORAGE: IOPSF
ATTIC, W/ LIMITED STORAGE: 20PSF
STAIR LIVE LOAD: 40 PSF
ROOF LIVE LOAD: 20 P.S.F.
WIND LOAD5: IN AC.GORDANGE W/ F B.G 201-1 6TH EDITION FOR
13a MPH 1/ult REC ION REFERENGINC ,450E-1-16
7. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXGL)DED
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W/ NUT � WASHERS
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EXISTING
FOUNDATION
. cam► o - n, -n, Le- At --
WIND DES15N GRITERIA
WIND VELOGITY
13a MPH VULT
RICK GATE60RY
2
IMPORTANGE FACTOR
1.0
EXP05URE CATEC70RY (MMPI=)
B
INTERNAL PRE55URE GOEEEIGIENT
+.18
—.18
COMPONENT 4 GLADPW PRE55URE5
+25.cl PSF
—34.7 PSF
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