HomeMy WebLinkAboutConstruction Plans- ISLJA rtlo n�ummum
29 GAUGE STEEL AG PANEL
STANDING SEAM STEEL
ASPHALT SHIGLES
'j TOP LINE ENGINEERING LLC
—1 5T0.UCTURAL ENUINEERS
William E. Neary, III
SMP-61, SIVII-79, ICC 5185040
10649 Oakvlew Pointe Terrace
Gotha, Florida 44734
MAXIMUM DESIGN PRESSURES,
170mph BASIC WIND SPEED
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+31.9
—35.5
+38.2
-48.4
Piease note: Aj'iy questions regarding loeqll permitting, should be directed to the Manufacturer
the Manufacturer's contactinfor;nadon can be found to the We block of the plans.
APPROVED FOR HVHZ
C.FNFRAI NOTE';
1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOLL
JURISDICTION. I
2. BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY
& THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS RIOI.4.2.4. R402.1.
�4 REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE.
5. ALL LUMBER FOR CONSTRUCTION WILL BE /2 SIR EXCEPT AS NOTED.
BBBB CUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING JURISDICTION AND
PERMITTING REQUIREMENTS.
7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER THE APPROVED
PLANS AND THE FLORIDA BUILDING CODE.
S.IN ACCORDANCE WITH FBC 1609.1.2. -STORAGE SHEDS THAT ARE NOT DESIGNED FOR
HUMAN HABRATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEET OR LESS ARE
NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDSORNE DEBRIS IMPACT STANDARDS
OF I""COQE•. II
9. IN ACCORDANCE WITH f80 1010.1.1. EXCEPTION (10.) BUILDINGS THAT ARE 400 SO -FT
OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND
TW'0-FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH
REQUIREMENTS OF THIS CODE. STRUCTURES 400 50-FT OR MORE SHALL HAVE AN
80, MINIMUM DOOR.
10- IN ACCORDANCE NTH FLORIDA STATUTE 553.80 (1)0. LAWN STORAGE BUILDINGS AND
STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT
SUBJECT TO 553,842 (FLORIDA PRODUCT APPROVALS) BUT SHALL MEET THE DESIGN WIND
LOAD' REQUIREMENTS OF T11E 2020 FBC 7M EDITION.
li. FLAT M— STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS.
TRUSSES, CHORDS, ETC. TO HELP SECURE THESE MEMBERS, IIROVIDED THAT, THE ADDED
BEND DOES NOT INTERFERE WITH ANY I OF 7HE EXISTING BREAKS/BENDS IN THE STRAP.
I2. AS PER FBC SECTION 1626.1 EXCEPTION (F): STORAGE SHEDS THAT ARE NOT
DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF LESS THAN 720
SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBQRNE
DEBRIS IMPACT STANDARDS OF THIS CODE. II
13. COMPONENTS/CLADDING ARE IN COMPU%CE WITH THE 2020 FBC 7TH EDITION.
I4. SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE, LOCAL ROOD ZOILE
REGULATIONS. 1 I
15- IF A WALL IS FRAMED FOR FUTURE HVAC UNITS THAT WILL BE APPROVED BY THE AFLI
FBC 1626.1 EXCEPTION; F. STORAGE SHEDS TARE NOT DESIGNED F�1O�mRa HU11A1 NABRATINL AN THAT HAVE A FLOOR AREA OF AND LOLL REQUIREMENTS FOR ED By THE
I6- TTHE LOCAL
AND DOORS D INSTALLED MI THE CUSTOMER TS. REQUIRED TO HAVE APPROVAL
720 SQUARE FEET (67 A@) OR LESS ARE NOOYREQUIRED TO COMPLY r,�„ THE WMLDATORY WINDBORNE DEBRIS UJP/� 5GNMRDS OF INS CODE I OF 7HE LOCAL AU AND LOCAL PERMITTING REQUIREMENTS.
17 HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURERS
INSIRUC110NS.
7777-7-
2020-12-22TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED
LA
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
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DRILLING GRABBAR SCREWS EACH SIDE
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SCHEDULE FOR RAFTER AND
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ROOF PANELS FASTENED
WITH .25'-14x.75- HWH TRAXX/1
AT 6' O.C.
3.5'-20GA METAL STUDS,
SPACED AT 24' O.0 MAX.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
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3.5-20GA METAL STUDS
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_ 3.5' BRACE AT 3'-0"
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TOP L NE ENGINEERING —
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William E. Neary, III
SMP-51, SMI-75, ICC5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
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409 DIXON STREET
VIDALIA, GEORGIA 30474
ATTrfACH�ROOF FRAMING ITO
TOP PLATE OF 14ALL FRAMING
PHONE NUMBER: (912) 538-1888
WITH QUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH #3 DRILL
CODE INFORMATION
POINT AT 6' O.C.
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OVERHANG OPTION DETAIL
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ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH #3 DRILL
POINT AT 6' D.C.
SEE ROOF FRAMING_V
SCHEDULE FOR RAFTER AND - TO 6'
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 24' O.0 MAX.
OVERHANG OPTION DETAIL
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WALL SHEATHING OPTIONS:
BOX RIB ALUMINUM
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DUTCH LAPSIDING ALUMINUM END WALL
DUTCH LAPSIDING STEEL SIDING
SECURED WITH (2) H3 OR EQUAL - 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) 3.5" 20GA. STEEL
`(SEE FASTENING SCHEDULE) - C" AND WOOD-111 SIDING TOP PLATE
/ -HARDIE PANEL STUCCO AND T-111 SIDING
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TOP I.I E ENGINEERING LLC
SI I I ENGl ENGINEERS
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SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
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Wiil�llarri E. Neary, III
SMP-51, SMI-79, ICC 5185940
10644 OakYlew Pointe Terrace
Gotha, Florida 34734
SKID RUNNER SPACING*
UNDER 30' LENGTH
A
B
15•
42'
FSHEDWIDTH
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18"
84'
24•
84^
1 V-8
28•
84"
13'_0^
36"
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13'-8"
40"
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-VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
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> 11'-8" 2"KB"
-NOTE: JOISTS CPN BE EITHER #2 S.Y.P. OR to GAGE
STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
ARE INTERCHANGEABLE.
•FLQOR SHEATHING SECURED WITH 2J•XO.113^ NAIL
(OR EQUAL)
O 6" O.C. MAX EDGE AND FIELD
—0.
SKID RUNNER SPACING*
30' LENGTH AND GREATER
SHED' WIDTH
A
8
6'_0"
12'
24•
8'_p•
16"
32^
10'-0"
20"
40"
11'-0•
22'
44'
24'
46•
13'-0•
26"
52"
13'—B"
28^
56"
-VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
2. & 3 SKID FLOOR FRAMING PLAN
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-18
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512LAP SPLICE FASTENED WITH (6)rj'x4-
LAG SCREWS ON INSIDE. (3 4" LAG
SCREWS ON OUTSIDE (9 TOTAL)
4"x6" P.T. SKID SPLICE
SENCO K28 (OR EQUAL) NAILS, TY O
ROWS 1.5- FROM THE EDGE. ® 12'
0.F., STAGGER ROWS 6".
3'x6' SPUCE PLATE FASTENED WITH
(5)-SENCO K28 (OR EQUAL) NAILS
EACH SIDE
(2) 2"x6" P.T. SKID
SPLICE.ZSECURING
TO LNr ENGINEERING I-
RU RAL ENGINEERS
V1(illiam E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
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3'5' 20GA STEEL
SOLE PLATE SECURED
WITH I%-x4- LAG
SCREV(S 016'O.C.
CT.S.I'D
NOTCH
FOR EACH JOIST
ATTACK JOIST WITH rj"x4'
LAG SCREW OR (2) SIMPSON H-3
(4R EQUAL) AT EACH CROSSING
JOIST TO SKID
CONNECTION
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409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
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WALL SHEATHING
REV
�3.5' 20GA. STEEL STUDS 016"O.C.
FLOOR SHEATHING
FLOOR JOIST
2"x4' BLOCKING BETWEEN SKIDS J 2N BLOCKING BETWEEN SKIDS AT
UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST
SECURED WITH (3) OA20'x3- WITH SIDE
STAGGERED ILEi ®12'O.C.
NAILS 012-O.C. STAGGERED EACH SIDE STAGGERED
WALL TO FLOOR
CO NECTION DETAIL
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ELECTRICAL SYMBOL KEY
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RECEPTACLE
240V
40
RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
SWITCH
CEILING MOUNT
LIGHT FIXTURE
WALL MOUNT
LIGHT FIXTURE
FLUORESCENT
LIGHT FIXTURE
JUNCTION BOX
0'-0" MAXIMUM BUI4LENG
-
WINDOW HEIGHT, LOCATION -
AND QUANTITY MAY VARY
AND ARE OPTIONAL
/
NOTE' ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS
MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYOUT
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
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SEE VARIOUS END WALL
SEE VARIOUS END WALL l FRAMING SECTIONS FOR
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING WALL AND DOOR FRAMING
\ /
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OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
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REVISIONS
REV
DESCRIPTON
GATE I
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L£CTRICAL NOTES V
1. ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND.
2. FIXTURE LOCATION AND TYPE MY VARY
3. PLASTIC OR METAL "NEW WORK' OUTLET BOXES
4.20A GFCI OUTLETS
5. ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES.
6. ALL SWITCHES TO BE AT 48"-52" A.F.G.
7. FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
8. ALL OUTLETS TO BE GFCI
9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER
CURRENT DEVICES. PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO
LOCAL APPROVAL.
RMT— RIGID METALLIC TUBING
358.30 SECURING AND SUPPORTING. EMT SHALL BE INSTALLED AS A COMPLETE SYSTEM IN ACCORDANCE WITH
300.18 AND SHALL BE SECURELY FASTENED IN PLACE AND SUPPORTED IN ACCORDANCE WITH 358.30 (A) AND (8).
(A) SECURELY FASTENED. EMT SHALL BE SECURELY FASTENED IN PLACE AT LEAST EVERY (10FT). IN ADDITION,
EACH EMT RUN BETWEEN TERMINATION POINTS SHALL BE SECURELY FASTENED WITHIN (3 FT) OF EACH OUTLET BO),
JUNCTION BOX, DEVICE BOX, CABINET, CONDUIT BODY, OR OTHER TUBING TERMINATION.
EXCEPTION NO. 1: FASTENING OF UNBROKEN LENGTHS SHALL' RE PERMITTED TO BE INCREASED TO
A DISTANCE OF (5 FT.) WHERE STRUCTURAL MEMBERS DO NOT READILY PERMIT FASTENING WITHIN (3 FT).
TOP LINE ENGINEERING LLC
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gqtha, Florida 34734
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