HomeMy WebLinkAboutApproved Plansr
GENERAL NOTES:
1. TO BE CONSTRUCTED IN ACCORDANCE WITH :FLORIDA BUILDIN() CODE, 5TH EDITION, 2014 & ASCE 7-10
2. DESIGN COMPLIES WITH THE 2014 FLORIDA BUILDING CODE FOR THE 170 MPH ULTIMATE AND 132 MPH NOMINAL WIND
SPEED, RUSK CATEGORY 11, EXPOSURE B AND ENCLOSED OR PARTIALLY ENCLOSED MANUFACTURED BUILDING. DESIGN
COMPLIES WITH THE FOUNDATION REQUIREMENTS OF SECTION R322.2 OF THE 2014 FLORIDA RESIDENTIAL BUILDING
CODE. DESIGN IS NOT APPROVED, WITHOUT SITE -SPECIFIC EVALUATION AND MODIFICATION, FOR FEMA FLOOD ZONE V
OR AREAS DEFINED AS "COASTAL" OR WIND EXPOSURE D. OTHFR DESIGN LOADS ARE: 20 PSF ROOF LIVE LOAD AND 40
PSF FLOOR LIVE LOAD.
3. SOIL BEARING CAPACITY IS ASSUMED TO BEAT LEAST 1500 PSF IF THE ACTUAL_ BEARING CAPACITY IS LESS THAN 1500
PSF, IT MUST BE REPORTED TO THE ENGINEER PRIOR TO COMMENCING WORK.
4. ALL FOUNDATION CONSTRUCTION, MATERIALS AND INSTALLATION, SHALL BE IN ACCORDANCE WITH ALL APPLICABLE
STATE AND LOCAL CODES, INCLUDING DMV, SEC. 15C.
5. DESIGN IS BASED ON SET-UP ON AND ANCHORAGE TO EXISTING OR NEW SLAB, 5" MINIMUM THICKNESS AND TOTAL
CONTINUOUSLY REINFORCED AREA EQUAL TO, OR GREATER THAN, THE FLOOR AREA OF THE MANUFACTURED
BUILDING; OR ANCHORAGE DIRECTLY TO THE GROUND.
6. ALL PIERS SHALL BE CONSTRUCTED OF 8"X 8"X 16" OR 4"X 8"X 1611 CONCRETE MASONRY UNITS, SOLID OR HOLLOW
CORE, CONFORMING TO ASTM C90, TYPE I, GRADE N-1, NORMAL WEIGHT. MORTAR IS NOT REQUIRED. CONCRETE FOR
BASES SHALL BE 2500 PSI, MINIMUM STRENGTH.
7. ALL PIERS SHALL BE TOPPED WITH NO. 2 SYP 2"X 8" PRESSURE TREATED SILL PLATES THE FULL LENGTH OF THE PIER.
S. DETAILS OF PIER LOCATION AND SPACING SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION PLAN
FOR THE SPECIFIC BUILDING TO BE SET ON THE FOUNDATION.
9. TYPE A PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN.
CENTERLINE OF EACH PIER MUST BE LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE.
10. TYPE B PIERS SHALL BE SUBSTITUTED FOR TYPE A PIERS WHERE THE SET-UP REQUIREMENTS WOULD RESULT IN THE
NEED FOR A PIER HEIGHT GREATER THAN 40" OR WHEN LOCATI D IN FEMA FLOOD ZONE A.
11. THE USE OF TYPE B PIERS THROUGHOUT AND TIE -DOWNS AS SHOWN AND SPECIFIED HEREIN WILL PROVIDE A
FOUNDATION AND ANCHORAGE WHICH WILL PREVENT FLOTATION, COLLAPSE OR LATERAL MOVEMENT, AND WILL
FACILITATE THE UNIMPEDED MOVEMENT OF FLOOD WATERS. THIS CONSTRUCTION SHALL NOT RESULT IN ANY
INCREASE IN FLOOD LEVELS.
12, TIE -DOWN STRAPS SHALL BE CERTIFIED BY THE MANUFACTURER FOR A MINIMUM WORKING LOAD OF 3,150 POUNDS
TENSION. INSTALL STRAPS AND ANCHORS PER MANUFACTURERR'S INSTRUCTIONS.
13. CONCRETE SLAB ANCHORS SHALL BE MODEL MICS2 AS MANUFACTURED BY TIE DOWN ENGINEERING, ATLANTA,
GEORGIA, OR EQUAL. SLOTTED STRAP BOLTS SHALL BE TIE DO'/VN ENGINEERING MODEL BISB, SQUARE SHOULDER
BOLTS, OR EQUAL. SLAB ANCHORS MAY BE USED TOTALLY OR PARTIALLY WHERE THE SLAB QUALIFIES. SEE #5 ABOVE.
14. EARTH, OR AUGER, ANCHORS SHALL BE MODEL ML2H, AS MANUFACTURED BY TIE DOWN ENGINEERING, ATLANTA,
GEORGIA, OR EQUAL. THE ULTIMATE LOAD CAPACITY, AS CERTIFIED BY THE MANUFACTURER, MUST EQUAL OR EXCEED
4,725 POUNDS. INSTALLATION SHALL BE PER MANUFACTURER'S INSTRUCTIONS.
15. ADDITIONAL BLOCKING OR TIE -DOWNS SHALL BE INSTALLED IF AND AS REQUIRED BY THE HOME MANUFACTURER,
16. THE TYPE A AND TYPE B PIERS, AS DETAILED ON THESE DRAWINGS, MAY BE USED IN CONJUNCTION WITH ANY STATE
APPROVED TIE -DOWN AND ANCHORING SYSTEM.
17. "B" TYPE PIERS ON GROUND OR SLAB AT 36" MAX HT. SHALL BE USED THROUGHOUT IN FLOOD ZONE "A", "B" PIERS AS
SHOWN, INCLUDE TIE DOWN STRAPS AND ANCHORS, COMPLIES WITH THE FEMA FLOOD PLAIN MANAGEMENT
REGULATIONS. FOR MANUFACTURED HOMES.
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www.dovis i"xcm
BOVEN RESIDENSE DAVIS NCONSULTING & ENGINEERING, LLC
TERRACE (772) 444-6323
687 NETTLES BLVD. JENSEN BEACH, FLORIDA 34957 FLORIDA CA# 31680
JENEN BEACH, FLORIDA34957 17049
MANUFACTURED BUILDINGS i _
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