HomeMy WebLinkAboutBuilding PlansINSTALLATION NOTES AND SPECIFICATIONS
1. DESIGN IS FOR MAXIMUM 30'-0" WIDE X 14'-0" EAVE HEIGHT NON -HABITABLE STRUCTURES.
2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (FBC) 6TH EDITION.
3. DESIGN LOADS ARE AS FOLLOWS:
A) DEAD LOAD = 15 PSF
B) LIVE LOAD =12 PSF
C) GROUND SNOW LOAD = 0 PSF (24'-O" WITH U-CHANNEL RAFTER TIE)
4. ULTIMATE WIND SPEED 150 MPH (NOMINAL WIND SPEED 116 MPH)
MAXIMUM RAFTER / POST AND END POST SPACING = 6-0" (UNLESS NOTED OTHERWISE).
5. RISK CATEGORY:1
6. WIND EXPOSURE CATEGORY: C
7. BUILDING TYPE: OPEN, ENCLOSED, PARTIALLY ENCLOSED
B. SPECIFICATIONS APPLICABLE TO 26 GAUGE METAL PANELS FASTENED DIRECTLY TO 2-1/2" x2-1/2"x14GA' TUBE STEEL (TS) (UNLESS NOTED OTHERWISE).
9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR HAT CHANNELS, AND COLUMNS (INTERIOR OR END) = 6" O.C. (MAX).
10. FASTENERS CONSIST OFY4" X 3/4" SELF DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS SPECIFICATIONS
APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20'-0" OR LESS, AND ROOF SLOPES OF 14" (3:12 PITCH) OR LESS SPACING REQUIREMENTS FOR OTHER
ROOF HEIGHTS AND / OR SLOPES MAY VARY.
11. WIND FORCES GOVERN OVER SEISMIC FORCES SEISMIC PARAMETERS ANALYZED ARE:
SOIL SITE CLASS = D
RISK CATEGORY IAIAII
R= 3.25 IC=1.0
SOs = TBD V = CsW
SDI = TBD
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE:
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CASTAGAINSTAND
PREMANENTLY IN CONTACT WITH EARCH OR EXPOSED TO THE EARTH OR WEATHER
AND 1 1/2" ELSEWHERE. REINFORCING BARS EMBEDDED IN GROUTED CELLS SHALL HAVE
A MINIMUM CLEAR DISTANCE OF 1/4" FOR FINE GROUT OR 1/2" FOR COURSE GROUT
BETWEEN REINFORCING BARS AND ANY FACE OF A CELL. REINFORCING BARS USED IN
MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN
2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 1/2" FOR MASONRY
UNITS NOT EXPOSED TO EARCH OR WEATHER.
REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
GALVANIZATION:
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION NOT DIRECTLY EXPOSED TO
THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL
PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE
IN STAINLESS STEEL OR HOT DIPPED GALVANIZED.
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED:
1. ALL REINFORCEMENT IS BENT COLD
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN 6-BAR
DIAMETERS AND
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT.
EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN BARS WITH A VERTICAL CELL, BARS PARTIALLY
EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A SLOPE NOT MORE THAN 1" OF
THE HORIZONTAL DISPLACEMENT TO 6" OF VERTICAL BAR LENGTH.
NOTE: PRODUCT APPROVAL CODES PROVIDED BY OTHERS
FOR SITE SPECIFIC PLANS ONLY
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WINDOW AND DOOR NOTE
EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT
TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL
INDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED
PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE
FOLLOWING SPECIFICATION.
ANSI/AAMA/N W WDA 10111 S 2/97
THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330, STANDARD TEST
METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND
DOORS BY UNIFORM STATIC AIR PRESSURE
DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE 6TH ED. (FBC) WITH 2O12
SUPPLEMENT AMENDMENTS 2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC AND 2012 IBC.
GENERAL NOTES:
1. ALL STEEL SHALL BE 50 KSI STEEL.
2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4"
X 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 4"
O.C. AVERAGE.
3. ALL FIELD CONNECTIONS SHALL BE 1/4" X 3/4" SELF DRILLING
SCREWS.
4. ALL SHOP CONNECTIONS SHALL BE WELDED.
5. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE
MODEL AT 1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR
EQUIVELENT. GROUND ANCHOR REQUIREMENTS ARE 1@ EACH
CORNER & ONE EVERY INTERIOR RAFTER POST LOCATION.
AT A MAXIMUM 4'-0" O.C., AND BOTH SIDES OF OPENINGS
WHERE BASE RAIL IS ABSENT, GROUND ANCHORS ARE NOT
OR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. REQUIRED �a� 6
6. POSTIRAFTER BRACING: BRACE ON EVERY POSTARAFTER
CONNECTION, EXCEPT FOR END WALLS. REVIEWED FOR
HELIX ANCHOR NOTES:
1. FOR VERY DENSE AND / OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS, USE
MINIMUM (2) 4" HELICES WITH MINIMUM 3V EMBEDMENT OR
SINGLE 6" HELIX WITH MINIMUM 50" EMBEDMENT.
2. FOR CORAL USE MINIMUM (2) 4" HELICES WITH MINIMUM
30' EMBEDMENT OR SINGLE 6" HELIX WITH MINIMUM
50' EMBEDMENT.
3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4- HELICES WITH
T-0" (TYP) MINIMUM 30" EMBEDMENT OR SINGLE 8" HELIX WITH MINIMUM
50" EMBEDMENT.
4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL, USE MINIMUM (2) 6' HELICES WITH MINIMUM
SO' EMBEDMENT.
5. FOR VERY LOOSE TO MEDIUM DENSE SANDS FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL US MINIMUM (2) S" HELICES
WITH MINIMUM 60" EMBEDMENT.
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INSTALL lrr X 5-10 EXPANSION
ANCHOR THROUGH BASE RAIL
WITHIN 6' OF EACH BOW ALONG
SIDES OR INSIDE EVERY END WALLS
POST ALONG END WALLSECTIONS
INSTALL 1? X 5-1r2l EXPANSION
ANCHOR THROUGH BASE RAIL
WITHIN 6" OF EACH BOW ALONG
SIDES OR INSIDE END WALLS
EWALL
3r 5'
MINIMUM 2-12' EMBEDMENT �
POST ALONG END SECTIOY
MINIMUM 2-lf2' EMBEDMENT
MONOUTHIC CON . FOOTING NOTE MIN 4" CONCRETE SLAB NOTE
(3000 PSI MIN.) 6X 6 X410 W.W. MESH REINF. OR (3000 PSI MIN.) 6 X 6 X#10 W.W. MESH REINF. OR
REINFORCED WITH 2#5% 6 MIL PLASTIC MEMBRANE 6 MIL PLASTIC MEMBRANE
CONTINUOUS WELL COMPACTED EARTH FILL 95%PROCTOR WELL COMPACTED EARTH FILL 95%PROCTOR
4 A CONCRETE BASE RAIL ANCHORAGE �CONCRETE BASE RAIL ANCHORAGE
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FL License #: 50421
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6 SIDE EXTENSION RAFTER/POST DETAIL
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