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PH: 904-262-1434
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LAWRENCE MURR, INC.
3000- 1 HARTLEY ROAD
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SQUARE FOOTAGE INFORMATION C I TV F�A T"ii, 1 T
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• CONDITIONED SPACE FIRST FLOOR 1860 S. F. SEP 10 2004
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• CONDITIONED SPACE SECOND FLOOR 1688 S. F. BY: Cn
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• CONDITIONED SPACE GARAGE 381 S. F.
• UNCONDITIONED SPACE 624 s. F. >: Ln
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COMPONENTS & CLADDING FOR A
• UNENCLOSED SPACE NA S. F. ]BUILDING WITH A MEAN ROOF HEIGHT OF 30 FT,
EXPOSURE C (psf) (FBC 1606,2B)
'BASIC WIND SPEED 120 (MrH - 3 SECOND GUST)
• LOT AREA (EXCLUDING WETLANDS AND NA S. F.
BODIES OF WATER) ZONE AREA PRESSURES 'lz�
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4 10.0 35.0 -37,9
INJTERIOR 4 20.0 33.4 -36.3
STRUCTURE HEIGHT AND O.Fl STORIES 4 50.0 31.3 -34.3
4 100.0 29.7 -32.7
5 10.0 35.0 -37,9
END 5 20.0 33.4 -36.3
MAXIMUM HEIGHT OF THE STRUC,TURE IN FT. 35 5 50.0 31.3 -34.3
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CiARAGE DOOR WIND LOADS FOR A
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NUMBER OF STORIES 2 ]BUILDING WITH A MEAN ROOF HEIGHT OF 30 F-T,
EXPOSURE C (psf) (FBC 1606-2E)
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TYPE OF CONSTRUCTION 'BASIC WIND SPEED 120 (MPH - 3 SECOND GUST)
WIDTH HEIGHT PRESSURES
• TYPE VI ROOF ANGLE: 0-10 DEGREES
a 8 28.2 -3119
10 10 27.3 -30.7 0
14 14 25,9 -28.9 LL_
• UN PROTECTED ROOF ANGLE >10 DEGREES 0
7 30.8 -343 bi
16 7 29A -32.8
• UNSPRINKLED
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MATERIAL INFORMATION BY UNIVERSAL FOREST PRODUCTS u
HOUSE JOB4 54019695
GARAGE JOB# 54019694 u
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ROOFING (MATERIAL SHALL MEET THIE THE REQUIREMENTS OF CHAPTER 15,
NOTES1
FLORIDA BUILDING CODE). -ALL LUMBER IS #2 SYP
-CONCRETE DESIGN STRENGTH REQ'D 3000 PSI @ 28 DAYS
D 226 -HURRICANE CLIPS ARE SIMPSON STRONG TIE
ROOF UNDERLAYMENT - ASTM ------ TYPE -USE ALL FASTENERS REQUIRED BY MANUFACTURER
-FASTENERS USED WITH ACQ PT WOOD MUST CONFORM
ROOF FLASHING - 26ga. MIN. W/ ASTM STANDARD A153 AND HOT DIPPED GALVANIZED
CONNECTORS SHOULD CONFORM TO ASTM STANDARD A653
DRIP 26ga. MIN--GAUGE CAPJ�6ga. MIN.-GAUGE (CLASS G-185), OTHER FASTENERS RECOMENDED ARE
STAINLESS STEEL AND THOSE RECOMMENDED BY THE
RAKE 26ga. MIN.-GAUGE VALLEy26ga. MIN. GAUGE HARDWARE MANUFACTURER,
ROOF MATERIAL - METAL PANELS
PROJECT LOCATION MAP
INDICATES PROJECT LOCATION
WIND ZONE INFOR',.MATION
NOTE: THIS STRUCTURE HAS BEEIN DESIGNED IN ACCORDANCE WITH,
AND MEETS THE REQUIREMIENTS OF SECTION 1606 OF THE
2001 EDITION OF THE FLORIDA BUILDING CODE,
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PLAN INDEX
BUILDING PARTIALLY ENCLOSED IVON
D WG. NO . TITLE 120
BASIC WIND SPEED (M. P. H. - 3-SECOND GUST) 120 1 ELEVATIONS
2 Ist FLOOR PLAN
3 2nd FLOOR PLAN cyD
WIND IMPORTANCE FACTOR 1. 00
4 FOUNDATION PLAN 1-10
- BUILDING CATEGORY 5 GARAGE ELEVATIONS & PLANS
GROUP R DRAWN BY:
6 SECTIONS & DETAILS JCAUDEL
WIND EXPOSURE CATEGORY C 7 SECTIONS & DETAILS 110 120 DESIGNED BY:
SCALE:
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DATE:
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-Phone (,904) Z7Z—,5005 J 0 B 04-100