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GENERAL CONSTRUCTION NOTES: ZONING LEGEND a
1. ALL STRUCTURAL STEEL SHALL BE ASTM A-36 STEEL. ALL BOLTS
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SHALL BE ASTM A-325 GRADE. ALL ANCHOR BOLTS SHALL BE 100.00'
ASTM A-307 GRADE. ALL STRUCTURAL STEEL SHALL BE FREE
OF SCALE, RUST, OIL AND OTHER DELETERIOUS MATERIAL. HEIGHT (TO RIDGE OF ROOF) 17'-2"
2. ALL STRUCTURAL WOOD MEMBERS HAVE A MINIMUN OF 1000 PSI NET LAND AREA 10.000 SQ.FT. Z
FIBER STRESS AND L / 360 DEFLECTION. LOT COVERAGE 2,421 SQ.FT.
ALL STRUCTURAL MEMBERS SHALL FOLLOW THE STANDARD AT
2901.4. SFBC. SETBACKS: REQ. PROVIDED
SPECIE SHALL BE #2 YELLOW PINE. c PM
FRONT 25' 25' w I N *m o
3. All TIMBER IN DIRECT CONTACT WITH MASONRY SHALL 7 —5 9.55 15.33 LLI
BE PRESSURE TREATED, HAVE AN APPROVED SEPARATING SIDE N C
190.0
MATERIAL, OR HAVE GALVANIZED ANCHOR SEAT. SIDE STREET - - M - .�.,
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4. NOT USED. J
REAR 25 38.7
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AREA ADJACENT TO LAKE OR CANAL TO BE GRADED SO AS ,o 0
5. NOT USED. EVENT DIRECT OVERLAND DISCHARGE OF ,� �M
STORMWATER INRO LAKE OR CANAL. Q a
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6. WASHERS SHALL BE USED AT ALL BOLTED TIMBER CONNECTIONS. LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND W Z r
7. NOT USED. DISCHARGE OR STORMWATER ONTO ADJACENT o o
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PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO R, 0 a Q
8. COORDINATE ALL STRUCTURAL WORK WITH ARCHITECTURAL, FINAL INSPECTION.
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MECHANICAL AND ELECTRICAL DRAWINGS FOR VERIFICATION OF ANY APPLICABLE RESOLUTIONS: 4 W Z
LOCATIONS AND DIMENSIONS OF ALL PROJECT REQUIREMENTS.
9. SUBMIT 3 SETS OF SHOP DRAWINGS FOR ARCHITECT'S REVIEW FOR NOTICE: W
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ALL ITEMS APPROVED. REQUIRING FABRICATION. DO NOT FABRICATE UNTIL IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE w w I p�
MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS 00, __ o
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PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF O L t0
10. FIRE STOPS SHALL BE PROVIDED AROUND TOP, BOTTOM AND t0
THIS COUNTY. SECTION 553.79(10), FLORIDA STATUTES, Q
SIDES OF SLIDING DOOR POCKETS. 0 AMC Uwe ML s IMPA r S o E--
EFFECTIVE 7/10/87. 0
11. STRUCTURAL W000 SUCH AS 4 x 4s OR 4 x 69 SHALL BE
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SECTION 0 APPLICANT• WILL COMPLY WITH ORDINANCE 80-90
DOUGLAS FIR. WOOD 2 x 4s USED FOR COMPOSITE STRUCTURAL 1 — ( O Z
POSTS SHALL BE YELLOW SOUTHERN PINE #2 OR BETTER. 3 13.1 OF THE METROPOLITAN DADE COUNTY CODE: NOTICE 0 • X
OF ROCK MINING OPERATIONS WHERE BLASTING IS PERMITTED) ao� e V).- Q
12. ALL ROOF JOISTS, TRUSSES, LOOKOUTS, BEAMS AND GIRDERS PRIOR TO STARTING CONSTRUCTION.
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SHALL BE SECURED WITH APPROVED METAL STRAPS, CUPS AND
ANCHORS AT ALL CONNECTIONS IN ACCORDANCE WITH S.F.B.C.,
A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY O
APPROACHES ONTO PUBLIC RIGHT OF WAY. CONTACT PUBLIC " ssxa�0°�D
CHAPTER 29.
WORKS DEPARTMENT.
13. ROOF TRUSSES AND JOISTS SHALL BE PROVIDED WITH PERMANENT ,— $— ts
• CROSS/LATERAL BRACING. ALL REQUIRED BRACING TO RESIST THE HEIGHT OF FENCES, WALLS AND HEDGES SHALL NOT 15'-4" + ; .
UPLIFT AND LATERAL FORCES IN ACCORDANCE WITH S.F.B.C., EXCEED 2.5 FEET IN HEIGHT WITHIN 10 FEET OF THE EDGE 4y
CHAPTER 29. OF ANY DRIVEWAY LEADING TO A RIGHT OR WAY. w o w
14. NUMBERS OF ADDRESS SHALL BE PLACED VISIBLE AND LEGIBLE THE HEIGHT OF FENCES IS BEING MEASURED FROM GRADE. °e"ia Twee osr►Y
FORM THE STREET FRONTING THE PROPERTY AND SHALL BE 3"
MINIMUM IN HEIGHT. GRADE = ELEVATION OF PUBLIC SIDEWALK OR CROWN OF
ROAD.
15. ALL FIXED GLASS PANELS SHALL BE 3/16 SAFETY GLASS. ALL s
GLASS USED INSIDE OF DWELLING TO BE TEMPERED. 100.00'
16. WINDOW AND DOORS ASSEMBLIES AND THEIR INSTALLATION SHALL 4' CONC. SIDEWALK
BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS W
AS SET FORTH IN APPROVED PRODUCT CONTROL SUBMITTALS PER
THE S.F,B.C. U
CALCULATIONS : w z
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EXISTING: -' w
A/C SPACE: 1801 sq.ft. SW 50th STREET !J � Q
MODEL: 182 sq.ft. -------------------------------------------------------------------------------------------------------------- o
SQUARE FOOTAGE CALCULATION: GARAGE: 265 sq.ft. o CC
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COVERED ENTRY: 173 s .ft. —'
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TOTAL UNDER ROOF 2 , 433 SQ . FT. SUBTOTAL: 2421 sq.ft. z _
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LAND SIZE: PROPOSED: d
NET A/C SPACE 12 sq.ft.
10, 000 SQ . FT.
TOTAL UNDER ROOF: 2433 sq.ft.
SITE PLAN
No. 0007
TOTAL FOOTPRINT 24. 33% cAD Fly: morrn
1 /8 2.00
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NOTE: FOR MORE SITE INFORMATION SEE SURVEY.
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