HomeMy WebLinkAboutSHED PLANSI
III
m
PLAN VI EW
2'5" BUILDING 11111
RECESS
�DOOR WIDTH
ELEVATION VIEW
BUILDING FRAMING--\
RECESS---\
LDOOR
WIDTI
—4-
ROLL-UP DOOR CONCRETE
SPLASH -GUARD RECESS
2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER
NOTES, MESH) AND 12"02" REINFORCED FOOTER PERIMETER
SUB —GRADE SOILS:
—TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2017 FLORIDA
BUILDING CODE, 6TH EDITION
CONCRETE,
—MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
—ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE
STRUCTURE
4*-54' EXPANSION ANCHOR WITHIN 6" OF
EACH POST/TRUSS ALONG SIDES AND
EVERY OTHER END —WALL POSTA
1.25. MIN� /,-BASE RAIL
GRA D E
I r
6"
Z2,500 PSI 4" CONCRETE
SLAB WITH W-W.F. OR
S
FIBER MERH
(2) #5 REBAR 0 6- D.C.
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
Z�CAPACITY 2,000 PSF (TYP.) 12" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
REINFORCING STEEL (REBAR) REQUIREMENTS,
—MINIMUM GRADE 40 STEEL
—REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
—THE REBAR 15 SENT COLD
—THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6—BAR DIAMETERS: AND
—REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED
TO BE BENT TO ALIGN WITH A VERTICAL CELL- THESE REBAR MAY BE SENT NOT TO EXCEED TO SLOPE OF 1"
HORIZONTALLY TO 6" VERTICALLY.
—COVER:
—2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND
Ij- ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF J- FOR FINE GROUT,
AND J" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL. REBAR 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, AND 14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER.
GALVANIZATION;
—METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE
GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS 8-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.
12"x12" REINFORCED FOOTER
AUG 0 5 - 0'. 19
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BUILDING TYPE
CONSI TYPE
RISK CATEGORY
FIRE PROI NO
FIRE SUPPRESSION SYSTEM N.
OCCUPANCY 7P
BASIC WHO SPEED V.
EXPOSURE C
ENCLOSURE EN
NflERNN_ PRESSURE COEFFICIENT
IVPCWMCE FACTOR
ROOF DEAD LCM 10
ROOF LIVE LOAD 20
FLOOR DEAD LOAD 10
FLOOR LNE LOAD 60
'R' WNG OF WALLS. FLOOR, ROOF K/
MODULES PER BUILDING
HURRICANE PROTECTION UI IND
HURRICANE SHELTER UWE
SQUARE POK)TASE
REVISIONS
REV
DESCRIPTON
BY
MTS
5. FIELD
SET
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7. CONCIF
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a- Sheet:
=7 III
MUCRUPE
OAS
300b PONT LOAD
4/25/19
Sneed Rd., Ft. Pierce, 34945
40'L X 30'W X 14'H
I Is EXEMPT MOM THE FDIC ENERGY
N CODE PER SEC'BON CIWA�
BING S� BE 50 as �.
_CTRIC� INGRICSS/EGRESS, PROPERW
ND/OR ORHER LOI WOE REQUIREMENTS
MURY OF THE DOM
, SHEIInHING BE= _14.1'
SCRM WAR E
a 6' O.C.
I CONNOMONS SECURED WnH 112-14x3/4'
�?,C,REWS.
CONNECRONS ARE TO BE wELDED. NO
M ALL KUDING DONE IN SHOP.
'ANSIONS ANCHORS ME TO BE JJNII 1/2-
50DW TENSILE SPRENM
FRAMING IS 2.5-IdLIV TUSE S� NIPPLES
9,
4/29/19
Matthew T. Baldwin P.E.
FII License #64608
0 Pdvate RNII. �Lond. M M
CA-1 OF 4
MINIMUM 6' IS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE
MINIMUM 6" TS NIPPLE NIPPLE SECURED TO WALL POST WlHI SECURED TO WALL POST WITH
TSECURED TO WALL POST WTTH (4)112-144- SELF-DRILUNG SCREWS (4)#12-144* SEUF-DRIUUNG SCREWS
(4)112-144' SEILF-DRILUNG SCREWS
dj:,AIPPUE TO NIPPLE TO is G& ANGLE CUP SECURED 2 16 MGUE CUP
S CU
#12-144- SELF-DRILUNG
\BASE RM. BASE FAIL -14,1' SELF-DRILUNO ECURED WITH (4) 112-141j*
T ; �q*" (4) #12 16 CA, ANGUE CUP SECURED SELF -DRILLING SCREWS
SCREWS E
S'IREWS
SINGLE OR DOUBLE TS HEADER
kSNGUE OR DOUBLE I'S HEWER
Ei NIPPLE TO
BASE FAIL
INTERMEDIATE POST TO
POST TO BASE RAIL END POST TO BASE RAIL HEADERZBASE RAIL/OR HEADER CONNECTION HEADER CONNECTION DETAIL
CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 OPTION 2
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14,j" SELF -DRILLING
SCREWS
VARIES 26 GAUGE ROOT SHEATHING SECURED
WITH (I NIPFTLIRUT
)§12-14,4- SEUF-DRIUUNG
TD. MAX. SPACINJ SCREWS 0 6" D.C. (9" D.C. MAX.)
2"x2".2" 16 GA- ANGLE CLIP
SECURED WITH (4) #12-14,1-
SELF-DRILLING SCREWS T/// f I
I I MINIMUM 6' 15 NIPPLE. NIPPLE
SECURED TO W� POST WITH
STD. MAX. SPkING V 16 GAUGE FUMING CHANNEL 48' (4)#12-144- SDU`DRIUUNG SCREWS
D.C. M� SECURED WITH (2)#12-14.1-
--@-VARIES- SELF-DRiLLING SCREWS TO EACH RAFTOFt.
E
NON—S AL HEADER OR L ROLL —UP
WINDOW RAIL TO POST DETAIL SIDE WAL ROOF PANEL CONNECTION POST TO TRUSS
DOOR HE DER DETAIL VERTICAL SHEATHING OPTION CONNECTION
INSEALL PER MANUFACTURERS INSTRUC71ONS
1"
#140" SELF-DRILUNG NIP
pu T
#12-14,J' SnF-DRILUNG SCREWS 0 S' D.C. MAX. &
S MAx.. 3, 6' MAX. MOM CORNERS -CHANNEL BRACE,
a- 0;: 7IP�
=%OM CIFN 16 Ck U
HORIZONTALLY/ 4- MOM MIN. 2Z4" UP TO 7' POST,
�M
VERTICALLY MIN. 48" O� 7' POST. MIN.
4 To M" " MGM
Y TO MA� 6V MOM
1NTERJOR E)(TERIOR HORIZ. (EXCLUDE END -WALLS)
MINIMUM 6' TS HIPPLE. NTPPUE
_A_ SECURED TO WALL POST "TH MINIMUM 24" TS NIPPUE.
(4)#12-141j' SEUF-DRIWNG SCREWS
DOOR FRAME TO POST ROLL —UP DOOR TO BOX EAVE RAFTER TO TRUSSED RAFTER
.CONNECTION POST CONNECTION POST CONNECTION DETAIL CONNECTION DETAIL
DESIGN PRESSURES
— 180 Mph
ROOF
+27.8/-62.5
WALLS
+32.5/-29.2_
DOORS
+32.5/-29.2
WINDOWS
+32.5/-29.2
1
2
3
4
5
ZONE
+17.3
—24.9
+20.4
—48.3
+27.8
—62.5
+32.5
—29.2
+30.9
—26.7
APPROVED PRODUCTS
APPROVAL NQ
ROOF SHEATHING
Carports Anywhere
FL274
Hampton Rib Roof Panel
WALL SHEATHING
Carports Anywhere
FL27403.1
Hampton Rib Wall Panel
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
I'Ll 7996.5
407 STEEL DOOR
ROLL —UP DOOR
JANUS INTERNATIONAL CORPORATION
I'Ll 2765,4
SERIES 3100
2017 M
I BUILDING TYPE Inur, SrFuGruRC I
PROTECTION
1 N P �ORE COEFFICIENT I:lt/- 0.18
WMER MA R
ROOF DEAD LOAD 110ilsr
I ROOF � U� 120PS' OR 300% FGHT LOAD I
UVE LOAD
MTB
4/25/19
Sneed Rd-. Ft. Pierce, 34945
40'L X 30'W X 14'H
ENER"
ME I
. SHOP FRAMING CONNECTIONS ME TO BE WOUDED. NO
DING CNSrT_ A1 *OJMG DONE IN SHOP.
401 WANSIONS ANCHORS ARE TO BE MINIMUM 1/2-
VETER & 2.15OW-B TENSILE STRENGTH.
OR 14GA, FIRMING IS 2.5',2.5' TJBE STED_ NIPPLES
A
4/29/19
V)
_j Matthew T_ Bold*i,, P.E.
< Florida License #64608
1 1160 PrMfte Rl,cd, 0,1-and, F. 32
Lu
Q Sheet: CA-4 OF 4