HomeMy WebLinkAboutCarports Anywhere - D Shonyo - 403012 - Digital Sealed (2) - 4'-112„ 3,_0„ $,_2„ —2 -6" _52„ 2'-6» 1 5 -52„ 2 _6» 5'-52
SWINGING WINDOW WINDOW WINDOW CAMM
MMANERE
iF------------------------------DOO-R-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
CODE INFORMATION
CODE VERSION
FBC 2017 6th Edition,
1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND ASCE-7-10
BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY MANUFACTURER CARPORTS ANYWHERE
SET—BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. BUILDING TYPE UTILITY STRUCTURE
2. THIS STRUCTURE IS DESIGNED AS A NON—HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD CONSTRUCTION TYPE II—B
LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING RISK CATEGORY I
DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST, AND NOT PROVIDED AND INSTALLED
BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. CARPORTS FIRE PROTECTION NONE
ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE FIRE SUPPRESSION SYSTEM NONE
APPLICATION OF ADDITIONAL LOADS.
i 3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2. OCCUPANCY UTILITY, U WIND SPEED Vult-150mph
4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15.
5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET—BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE EXPOSURE B
RESPONSIBILITY OF THE OWNER. ENCLOSURE ENCLOSED
6. ROOF AND WALL SHEATHING SECURED WITH #12-14x3/4" SELF—DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX. INTERNAL PRESSURE COEFF. +/— 0.18
7.FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4" SELF—DRILLING SCREWS. IMPORTANCE FACTOR 1.0
B. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED WELDER. ROOF DEAD LOAD 10PSF
9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,50OLB TENSILE STRENGTH.
10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. ROOF LIVE LOAD OPSF OR 3001b P.L.
FLOOR DEAD LOAD 10PSF
FLOOR LIVE LOAD 50PSF
J%54" EXPANSION ANCHOR WITHIN 6" "R"RATING OF WALLS,FLOOR,ROOF N/A
OF EACH POST/TRUSS ALONG SIDES MODULES PER BUILDING 1
AND EVERY OTHER END—WALL POST HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
2" MIN. BASE RAIL fF SQUARE FOOTAGE 1,200 SQ. FT.
REVISIONS
GRADE _ ° REV DESCRIPTON DATE BY
CD
NOTES: /MINIMUM
SUB—GRADE SOILS: - 2,500 PSI 4" CONCRETE
O —TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION SLAB WITH 10GA. W.W.F.
R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION OR FIBER MESH
—BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12"BELOW UNDISTURBED OR 2 (2) #5 REBAR ® 6" O.C.ENGINEERED GRADE SOIL BEARING CONTINUOUS WITH MINIMUM
CONCRETE: CAPACITY 500 PSF TYP.
—MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS ( ) 12" OVERLAP SPLICE O
—ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE
DESIGNED TO SLOPE AWAY FROM THE STRUCTURE
REINFORCING STEEL (REBAR) REQUIREMENTS: CONCRETE FO U N DATI 0 N/BASE RAIL DRAWN By..
—MINIMUM GRADE 40 STEEL ANCHOR DETAIL MTB
—REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: DATE: 9/23/20
—THE REBAR IS BENT COLD LOCATION:
5015 Palmetto Dr., Ft. Pierce
—THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED PLAN VIEW
6—BAR DIAMETERS: AND 2.5" DOOR FRAMING SIZE: 40'L X 30'W X 12'H
—REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT
EXCECELL.PT THESES REBAR MAY IN CAES WHEREDBE BENT NOT TO E XCE DOWELS NEED TO E BENT TOO SLOPE OF ALIGN WITH1 A VERTICAL 4 RECESS I `````�\I T./a////
HORIZONTALLY TO 6" VERTICALLY. DOOR WIDT (?
—COVER:
—2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY N0.64608 :2
IN CONTACT WITH SOIL OR WEATHER, AND 11" ELSEWHERE. REBAR EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF }" FOR FINE ELEVATION VIEW
GROUT, AND I" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL. DOOR FRAMING 's
REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING a'• 4
i STATE OF (V
i GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO �" RECESS '. ,
EARTH OR WEATHER, AND 14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR ���T'•. FL O R 10
WEATHER. .75"1 DOOR WIDTI I •..,,,,,,,,
GALVANIZATION: 4 ����S�0 N A I-
-METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY ���/llllllll�
EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153,
CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED OPTIONAL ROLL-UP DOOR
D i to I I signed
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. CONCRETE SPLASH-GUARD RECESS T y
II
by Matthew
� I,
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND o Baldwin
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR Date: 2020.09.23
FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER REINFORCED FOOTER 11
iL------------------------------------------------------------------------ROLL-UP---------------------------------/-12"x12"
--------------------------------------RO-LL-UP------------------------------------------------ ----- ; 13:43:31 -04 00
DOOR DOOR
z Matthew T. Baldwin P.E.
Florida License #64608
-5" 10'-0" 4'-7" 10'-0" -� 6'-0"� w a
40'-0„ Sheet: CA— 1 OF 4
12 dda
3�
CODE INFORMATION
CODE VERSION FBC 2017 6th Edition,
ASCE-7-10
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE II-B
0
RISK CATEGORY I
w FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
WIND SPEED Vult-150mph
EXPOSURE B
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFF. +/- 0.18
IMPORTANCE FACTOR 1.0
3'-8 3'-8}b1" 3'-8}b1" 3-8.1" 3'-8}b1" 3'-& 3'-& 3'-& ROOF DEAD LOAD 20PSF
ROOF LIVE LOAD 20PSF OR 3001b P.L.
FRONT/REAR END WALL FLOOR DEAD LOAD 10PSF
FLOOR LIVE LOAD 50PSF
"R"RATING OF WALLS,FLOOR,ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE 1,200 SQ. FT.
REVISIONS
REV DESCRIPTON DATE BY
3'-11j" 3'-11j" V-11j" 3'-11j" 3'-11j" V-11j" 3'-11j"
10'-0" 10'-0"
D.C. MAX.
0 0
i I
0 0
0
I
tV
DRAWN BY: MTB
ROLL-UP ROLL-UP
DOOR DOOR DATE: 9/23/20
LOCATION: 5015 Palmetto Dr., Ft. Pierce
SIZE: 401 X 30'W X 12'H
r L=-,=
3'-11j" 3'-11 1'-3" 5
LEFT SIDE WALL
W_
D.C. MAX.
Z
z'-6" 2'—s" z'—s" o Q
WINDOW 1 WINDOW j WINDOW v
N N V
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED o
SWINGING SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE Z
-5` DOOR 3' MUST BE VERIFIED ON ANY ELECTRONIC COPIES w
-11 i4Matthew T. Baldwin P.E.
-0"
W Florida License #64608
3'-11j" 3'-11 3'-11 " 3'-11 " 3'-11 3'-11 3'-11j" 3'-11 3'-11 3'-11j"
w Cn Sheet:
RIGHT"SIDE WALL F CA-2 OF 4
CARPORTS E
CODE INFORMATION
CODE VERSION FBC 2017 6th Edition,
ASCE-7-10
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE II—B
0
RISK CATEGORY I
N FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
WIND SPEED Vult-150mph
EXPOSURE B
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFF. +/— 0.18
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 10PSF
ROOF LIVE LOAD 20PSF OR 3001b P.L.
FRONT/REAR END WALL FLOOR DEAD LOAD 10PSF
FLOOR LIVE LOAD 50PSF
"R"RATING OF WALLS,FLOOR,ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE INO
HURRICANE SHELTER USAGE INO
SQUARE FOOTAGE 11,200 SQ. FT.
REVISIONS
REV DESCRIPTON DATE BY
0
Roll—LIP 0
I
N
DRAWN BY: MTB
DOOR DOOR
DATE: 9/23/20
LOCATION: 5015 Palmetto Dr., Ft. Pierce
SIZE: 401 X 30'W X 12'H
40'-0"
LEFT SIDE WALL
W
`v WINDOW WINDOW WINooW I >
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED o
SWINGING SIGNED AND SEALED AND THE SHA AUTHENTICATION CODE z
DOOR MUST BE VERIFIED ON ANY ELECTRONIC COPIES w
Matthew T. Baldwin P.E.
W Florida License #64608
w
o-o" Sheet:
RIGHT SIDE WALL � cn CA-3 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SECURED TO WALL POST WITH MINIMUM 6" TS NIPPLE. NIPPLE
(4)#12-14x " SELF-DRILLING /_2"x2"x2"
(4)#12-14x " SELF-DRILLING SECURED TO WALL POST WITH
SCREWS SCREWS SCREWS 14x " SELF-DRILLING
Aggo
T2"x2"x2" 16 GA. ANGLE CLIP
NOWHERE
t�s" NIPPLE TO 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi"
T BASE RAIL NIPPLE TO t�s" T
L BASE RAI SECURED WITH (4) #12-14xi" 2"x2"x2" 16 GA. ANGLE CLIP SELF-DRILLING SCREWS CODE INFORMATION
SELF-DRILLING SCREWS SECURED WITH (4) #12-14xi" CODE VERSION FBC 2017 6th Edition,
_ SELF-DRILLING SCREWS SINGLE OR DOUBLETS ASCE-7-10
- I II I —1 I —I I =1 I —III- - — —III— — - HEADER SINGLE OR DOUBLETS
MANUFACTURER CARPORTS ANYWHERE
=1 „1 liiil -III- - it 1 liiil 11-III- NIPPLE T
11 BASE RAIL HEADER BUILDING TYPE UTILITY STRUCTURE
13s" CONSTRUCTION TYPE II-B
INTERMEDIATE POST TO RISK CATEGORY I
FIRE PROTECTION NONE
POST TO BASE RAIL END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION HEADER CONNECTION DETAIL FIRE SUPPRESSION SYSTEM NONE
CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 OPTION 2 OCCUPANCY UTILITY, U
WIND SPEED Vult-150mph
EXPOSURE B
2"x2"x2" 16 GA. ANGLE CLIP SECURED
ENCLOSURE ENCLOSED
WITH (4) #12-14xi" SELF-DRILLING INTERNAL PRESSURE COEFF. +/- 0.18
SCREWS 26 GAUGE ROOF SHEATHING SECURED WITH IMPORTANCE FACTOR 1.0
VARIES (1)#12-14xj" SELF-DRILLING SCREWS ® NIPPL ROOF DEAD LOAD 1OPSF
'2-1-2-1' (6" O.C. (9" O.C. MAX.)) TO TRUSS
STD. MAX. SPACING ROOF LIVE LOAD 20PSF OR 3001b P.L.
2"x2"x2" 16 GA. ANGLE CLIP 4B" MAX• - FLOOR DEAD LOAD 1OPSF
SECURED WITH (4) #12-14xi" MIN. - - ', FLOOR LIVE LOAD 50PSF
SELF-DRILLING SCREWS ___- --- "R"RATING OF WALLS,FLOOR,ROOF N/A
MINIMUM 6" TS NIPPLE. MODULES PER BUILDING 1
NIPPLE SECURED TO WALL HURRICANE PROTECTION USAGE NO
STD. MAX. SPICING - POST WITH (4)#12-14xi" HURRICANE SHELTER USAGE NO
1" 16 GAUGE FURRING CHANNEL SELF-DRILLING SCREWS
48" O.C. MAX. SECURED WITH SQUARE FOOTAGE 1,200 S0. FT.
VARIES (2)#12-14x1" SELF-DRILLING REVISIONS
SCREWS TO EACH RAFTER. REV DESCRIPTON DATE BY
NON—STRUCTURAL HEADER OR > SIDE WALL ROLL—UP
WINDOW RAIL TO POST DETAIL DOOR/FRAME OUT ROOF PANEL CONNECTION POST TO TRUSS
__v_ k� HEADER DETAIL VERTICAL SHEATHING OPTION CONNECTION
INSTALL PER MANUFACTURERS INSTRUCTIONS "
f6-
TO
#14x1" SELF-DRILLING
1 all
16 GA.
#12-14x " SELF-DRILLING SCREWS ® 6" O.C. MAX. U-CHANNEL BRACE, MIN. DRAWN ev: MTB
SCREWS ® 10" O.C. MAX., & 6" MAX. FROM CORNERS
24" UP TO 7' POST, MIN3" MAX. FROM CORNERSDATE:
HORIZONTALLY/ 4" MAX. 48" OVER 7' POST. MIN. 9/23/20
FROM CORNERS VERTICALLY 45' TO MAX. 60' FROM �ocAnoN: 5015 Palmetto Dr., Ft. Pierce
HORIZ. (EXCLUDE
END-WALLS). SECURED SIZE: 40'L X 30'W X 12'H
INTERIOR EXTERIOR WITH (4)#12-14x " �12
SELF-DRILLING SCREWS.
MINIMUM 6" TS NIPPLE. NIPPLE t�s° MINIMUM 24" TS
2 SECURED TO WALL POST WITH NIPPLE
(4)#12-14xj" SELF-DRILLING
DOOR FRAME TO POST SCREWS
CONNECTION ROLL—UP DOOR TO BOX EAVE RAFTER TO TRUSSED RAFTER
POST CONNECTION POST CONNECTION DETAIL CONNECTION DETAIL
APPROVED PRODUCTS APPROVAL NO.
DESIGN PRESSURES — 150 Mph ROOF SHEATHING Carports Anywhere
Hampton Rib Roof Panel FL27402.1 —R1
ROOF + 19.3/-41 .4
WALL SHEATHING Carports Anywhere FL27403.1
WALLS +20.0/-22.2 Hampton Rib Wall Panel
DOORS +20.0/-22.2 SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5
407 STEEL DOOR
WINDOWS +20.0/-22.2 JANUS INTERNATIONAL CORPORATION
ROLL—UP DOOR FL21450.3
1 2 3 4 5 SERIES 3100
ZONE +9.3 + 12.3 + 19.3 + 18.8 +20.0 WINDOW POCOHONTAS ALUMINUM COMPANY, INC. CO
—21 .9 —35. 1 —41 .4 —21 .9 —22.2 MODEL 1OOVS FL12940—R5 Q
Matthew T. Baldwin P.E.
Florida License #64608
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND � � Sheet:
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES _ CA-4 OF 4