HomeMy WebLinkAboutSUBMITTED DOCUMENTS:..
AJF ENGINEERING & TESTES
P.O. BOX 12059
LAKE PARK, FL 33403
IN PLACE SOIL DENSITY
(NUCLEAR METHOD) TEST ASTM 1
Date: ' DECEMBER 3,1999
Job #:: P99-3072 ` r
Permit #:.�99,t'lUl'$0
Client:. NE3M MORROW
Contractor: MIKE MORROW
Job Location: 13820 ORANGE AVENUE
ST..LUCIE COUNTY, FLORIDA
Test Test•Sample, Depth In Place Maximum
No. Location Dry Density Dry Density
Density - Foundation Fill -Detached Garage
Below Slab
Grade
1- NW Corner 0-1' 101.3 105.8
21 'Center 0-1' 103.2
3 �SE Comer 0-1' 102.7
SCANNED
"BY
St. Lucie County
% Com-
pacted
95.7% -
" 97.5%
" 97.1% .
F an ley,
P 11 I2
A E ERING STING INC..
PONE: (561) 845-7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE:
(561) 564-0940 INDIAN RIVER (561) 845-8876 FAX
AJF.ENGI
ERING
&TESTING
INC.
`
,
P.O. BOX 12059
z
3, LAKE PARK, FL 33403
= SOIL DENSITY REPORT
-
MOISTURE DENSITY RELATIONSHIP,
T-180
Sample
Optimum t Max. Dry Soil Test
Location
;Moisture ss Density Description No.
>
.
_ A
Composite, .
-
13 0 105.8 Brown
Fine. Sand
4
+
-+-------+---------+-- -+---------
,--
+
+ + + + +
',
106 + --
=+--,---------------+-------- +---- ---
;+ + +, +
+ + +
+
+ + + .. +
t
-
105 "+- --
-
---- = -- --+--------+------ +-- - -+
---
,+
+ + + +
+
+ r + +
"104 + --
+' +
--+------i-------- - +------- -- - ---
+
+ + s'
103 +--'-------+---------+---------+---------+---------
+
+< + + + +
+'
+. + + + +
+ -
--+----- +---------+---------+__
"
-12 13 14 - 15 �• -'
•
Moisture % Dry Weight
PHONE: (561) i45.7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE`
;;'`''
(561).56"940 INDIAN RIVER (561) 845-9876 FAX
-.
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
J FT. PIERCE, FL. 34982-5652
561-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications
for building permit involving the construction of new residence (single or multi -family), residential addition, any accessary structure requiring
a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural
walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact
the Building Inspection Office at 462-1553 or 462-2172.
PERMIT NUMBER
CERTIFICATION STATEMENT:
CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED: folease check or complete the anomprite box)
1. STANDARD BUILDING CODE 1997 EDITION X ASCE 7-95 _ OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED X PARTIALLY ENCLOSED _ OPEN BUILDING
3. BUILDING HEIGHT. Z 3_ <3 FT 4. WIND SPEED USED IN BUILDING DESIGN: 11 O MPH
S. WIND EXPOSURE CLASSIFICATION (REFER To EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE#1):
0
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: zo•9 PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 3 S PSF
8. IMPORTANCEIUSE FACTOR (OBTAIN FROM BUILDING CODE): 110
9. LOADS: FLOOR � PSF ROOFIDEAD: A- PSF ROOFILIVE: 1 (0 PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES L NOS_ If NO, why? (attach
explaination)
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO _ If NO, why? (attach explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES L NO _ If NO, y? (attach
explainstion)
13. MINIMUM SOIL BEARING PRESSURE: Z.ra'_7O PSF ti J
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH HIS CrIFICE
IN IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
d' NAME: fAU G W F—L-C H CERTIFICATION NO:
DESIGNFIRM: PA U L � E.L.0 H 1 N C DATE:
r
7 So /Y
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CAULKING
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INNER
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ANGLE
FOAM
WEATHERSTOP
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MAINTAIN \
CENTERS
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J � LrJ✓
PANE IS 4
/ DOOR
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J STIFFENER Y
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BOTTOM I /
DOOR
GUIDE ?f-
ER
ICAL
SLIDING
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HEADER
BEAM
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BOTTOM
DOOR
GUIDE 13
GUIDE
*,DO NOT GROUT UNTIL 14 & 10 are mmlled
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PANEL
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HEADER BE
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DOOR TR Ai
BIRD GUAI
CONNECTING
PLATE
01+ EXTERIOR
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DOOR
SEAL
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VERTICAL
DOOR
CHANNEL
BOTTOM SEAL
BOTTOM
DOOR SEAL
BOTTOM
DOOR CHANNEL
VERTICAL i
ROLLER DOOR
% CHANNEL
.® In
Installation of
CENTER right door is I ;ems
DOOR same as left door
CLOSURE except this is
ONLY on one side..
JV I
tz�
DOOR I ��
-LATCH j �� i•
�- 3. 3j1
DO NOT USE FOR CONSTRUCTION PURPOSES.THIS IS '
A REFERENCE ILLUSTRUCTION DESCRIBING TYPICAL
COMPONENTS OF OUR ARCH BUILDINGS