HomeMy WebLinkAboutCarports Anywhere - Jerald Horton - 553012 - Digital Sealed (2) 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND
BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET—BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
2. THIS STRUCTURE IS DESIGNED AS A NON—HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD
LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING
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
ANYMBE
ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE
APPLICATION OF ADDITIONAL LOADS. CODE INFORMATION
3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2. CODE VERSION FBC 2017 6th Edition,
4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15. ASCE-7-10
5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET—BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE MANUFACTURER CARPORTS ANYWHERE
RESPONSIBILITY OF THE OWNER. BUILDING TYPE UTILITY STRUCTURE
6. ROOF AND WALL SHEATHING SECURED WITH #12-14x3/4" SELF—DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX. CONSTRUCTION TYPE II—B
7. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4" SELF—DRILLING SCREWS. RISK CATEGORY I
8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED WELDER,
9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,500LB TENSILE STRENGTH. FIRE PROTECTION NONE
10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
WIND SPEED Vult-150mph
EXPOSURE B
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------,
i i ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFF. +/— 0.18
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
ROOF LIVE LOAD 20PSF OR 3001b P.L.
i i o
FLOOR DEAD LOAD IOPSF
I FLOOR LIVE LOAD 50PSF
4"x54" 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
_fFHURRICANE SHELTER USAGE NO
2" MIN. BASE RAIL SQUARE FOOTAGE 11,650 SO. FT.
GRAD REVISIONS
° REV DESCRIPTON DATE BY
III � ii
NOTES:
SUB—GRADE SOILS: — — III 2,500 PSI 4" CONCRETE
— — a
—TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION a SLAB WITH 10GA. W.W.F.
R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION I OR FIBER MESH
—BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12"BELOW UNDISTURBED OR I-12
ENGINEERED GRADE MINIMUM SOIL BEARING CON INUOUSA WITH MINIMUM
CONCRETE:
—MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE
—ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE
DESIGNED TO SLOPE AWAY FROM THE STRUCTURE ROLL1UP
REINFORCING STEEL (REBAR) REQUIREMENTS: CONCRETE FOUNDATION/BASE RAI L DOOR
—MINIMUM GRADE 40 STEEL O DRAWN ev: MTB
—REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: ANCHOR DETAIL N DATE: 10/24/20
o —THE REBAR IS BENT COLD LL_ LOCATION:
5000 South Winds Tr., Ft. Pierce
o —THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED P LAN VIEW
M 6—BAR DIAMETERS: AND 2.5" DOOR FRAMING SIZE: 551 X 30'W X 12'H
—REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT
CASESEXCEPT IN DOWELS TO ALIGN CELL, THESEREBAR MAY BE BENT)NOT TO EXCEED H A VERTICAL XCE D TO SLOPE OF 1 4 RECESS-------_ ````` T./�
HORIZONTALLY TO 6" VERTICALLY. DOOR WIDTH I ��� (� q
—COVER: `� _\CENSF
—2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY /
IN CONTACT WITH SOIL OR WEATHER, AND 14" ELSEWHERE. REBAR EMBEDDED IN N0.64608 i
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 4" FOR FINE ELEVATION VIEW
GROUT, AND I" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL. DOOR FRAMING ;
REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING
GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO RECESS o STATE OF :�`
EARTH OR WEATHER, AND 1 FOR MASONRY UNITS NOT EXPOSED TO EARTH OR I I ///�(�'•. RL 0 R 10
WEATHER. .75' 4 OOR WIDTH M //j FS ...............•
GALVANIZATION: ���i SRO N A L
—METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY O
CLASSEXPOSED
B-20 METAL PLATE LCONNE TORS, SCREWS,L BE GALVANIZED IN BOLTS, AND CORDANCE INAI STH S EXPOSED OPTIONAL ROLL-UP DOOR SWINGING 0
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. CONCRETE SPLASH-GUARD RECESS DOOR Digitally signed
i
by Matthew
MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR z O Baldwin
FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER 12"x12" REINFORCED FOOTER o
----------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- ----
55'-0" Date: 2020.1 0.24
09:56:31 -04'00'
z MattheW T. BOIdWin P.E.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND Q Florida License #64608
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES Sheet: CA- OF 4
CARPORTSANYMBE
CODE INFORMATION
CODE VERSION FBC 2017 6th Edition,
ASCE-7-10
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE II—B
RISK CATEGORY I
FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
12
OCCUPANCY UTILITY, U
�
3 WIND SPEED Vult-150mph
0.0 Mp�c. EXPOSURE B
�o,o" ENCLOSURE ENCLOSED
T INTERNAL PRESSURE COEFF. +/— 0.18
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
ROOF LIVE LOAD 20PSF OR 300Ib P.L.
FLOOR DEAD LOAD 1OPSF
12—o^ FLOOR LIVE LOAD 50PSF
"R"RATING OF WALLS,FLOOR,ROOF N/A
i
MODULES PER BUILDING 1
Ln HURRICANE PROTECTION USAGE NO
0 0
HURRICANE SHELTER USAGE NO
ROLL—UP 1 SQUARE FOOTAGE 1,650 SQ. FT.
N DOOR N REVISIONS
REV DESCRIPTON DATE BY
bo
SWINGING_1 0
DOOR
0
3,_O^
3'-010. 3'-0"
2'-114" 2'-11 fj 2'-11 "�I �3,_Q"„ 3,_Q1'^ 3, $ 3,_Q1,„ 3,_ " 3, 811, 3 011„ am"
30'-0" I WW 66 `"'�� ``�� 30'-0" `"'�� ``��
FRONT END WALL REAR END WALL DRAWN BY: MTB
DATE' 10/24/20
LOCATION:
5000 South Winds Tr., Ft. Pierce
SIZE: 55'L X 30'W X 12'H
L�
o w
N
O.C. MAX.
Z
LL_
3'-1 3'-1 3'-1
5-O" L1J
LEFT/RIGHT SIDE WALL
Matthew T. Baldwin P.E.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND W Florida License #64608
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES _ cn I Sheet: CA-2 OF 4
CARPORTSANYMBE
CODE INFORMATION
CODE VERSION FBC 2017 6th Edition,
ASCE-7-10
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE II—B
RISK CATEGORY I
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 1OPSF
ROOF LIVE LOAD 20PSF OR 300Ib P.L.
FLOOR DEAD LOAD 1OPSF
0 0
FLOOR LIVE LOAD 50PSF
ROLL—UP "R"RATING OF WALLS,FLOOR,ROOF N/A
DOOR w MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SWINGING SQUARE FOOTAGE 1,650 SQ. FT.
DOOR
REVISIONS
REV DESCRIPTON DATE BY
so'--FRONT END WALL REAR END WALL30'-"'
DRAWN BY: MTB
DATE: 10/24/20
LOCATION:
5000 South Winds Tr., Ft. Pierce
SIZE: 55'L X 30'W X 12'H
0
I
N
55'-0" _I LiJ
LEFT/RIGHT SIDE WALL >
Z
W
Matthew T. Baldwin P.E.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND ILLFlorida License #64608
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES cn Sheet: 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)#12-14xi" SELF-DRILLING (4)#12-14xi" SELF-DRILLINGIr — SECURED TO WALL POST WITH
SCREWS SCREWS A(,4
EWS 14x " SELF-DRILLING
F2"x2"x2" 16 GA. ANGLE CLIP
" NIPPLE TO 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14xi" CODE INFORMATION
T BASE RAIL NIPPLE TO t " SECURED WITH (4) #12-14x" 2"x2"x2" 16 GA. ANGLE CLIP SELF-DRILLING SCREWS CODE VERSION FBC 2017 6th Edition,
io BASE RAI SELF-DRILLING SCREWS SECURED WITH (4) #12-14xi" ASCE-7-10
SELF-DRILLING SCREWS SINGLE OR DOUBLETS MANUFACTURER CARPORTS ANYWHERE
— III III - -III III III _ - HEADER SINGLE OR DOUBLETS
IPPLE T BUILDING TYPE UTILITY STRUCTURE
HEADER CONSTRUCTION TYPE II-B
BASE RAIL
RISK CATEGORY I
INTERMEDIATE POST TO 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
OCCUPANCY UTILITY, U
CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 OPTION 2 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)#12-14xi" SELF-DRILLING SCREWS ® NIPPL 13s" ROOF DEAD LOAD 10PSF
-- '2-1-2-1' (6" O.C. (9" O.C. MAX.)) TO TRUSS ROOF LIVE LOAD 20PSF OR 300Ib P.L.
STD. MAX. SPACING FLOOR DEAD LOAD 10PSF
2"x2"x2" 16 GA. ANGLE CLIP f 3" 45" 00' _ FLOOR LIVE LOAD 50PSF
MIN•
SECURED WITH (4) #12-14xi" - i, "R"RATING OF WALLS,FLOOR,ROOF N/A
SELF-DRILLING SCREWS _- _-
__ MINIMUM 6" TS NIPPLE. MODULES PER BUILDING 1
_----" NIPPLE SECURED TO WALL HURRICANE PROTECTION USAGE NO
STD. MAX. SP CING -- POST WITH (4)#12-14xi" HURRICANE SHELTER USAGE NO
1" 16 GAUGE FURRING CHANNEL SELF-DRILLING SCREWS SQUARE FOOTAGE 1,650 SQ. FT.
48" O.C. MAX. SECURED WITH
REVISIONS
NI
VARIES (2)#12-14x1" SELF-DRILLING
� SCREWS TO EACH RAFTER.
REV DESCRIPTON DATE BY
NON—STRUCTURAL HEADER OR Q SIDE WALL ROLL—UP
DOOR/FRAME OUT ROOF PANEL CONNECTION POST TO TRUSS
WINDOW RAIL TO POST DETAIL HEADER DETAIL VERTICAL SHEATHING OPTION CONNECTION
INSTALL PER MANUFACTURERS INSTRUCTIONS ^
IPPLE TO
4" TRUSS
#14x1" SELF-DRILLING
1"x2sg" 16 GA.
#12-14x " SELF-DRILLING SCREWS ® 6" O.C. MAX. U-CHANNEL BRACE, MIN. DRAWN �' MTB
SCREWS ® 10" O.C. MAX., & 6" MAX. FROM CORNERS 24" UP TO 7' POST, MIN DATE:
3" MAX. FROM CORNERS 10/24/20
HORIZONTALLY/ 4" MAX. 6" 48" OVER 7' POST. MIN. LocAnoN:
FROM CORNERS VERTICALLY 45' TO MAX. 60' FROM
HORIZ. (EXCLUDE 5000 South Winds Tr., Ft. Pierce
END-WALLS . SECURED SIZE:
1 55'L X 30'W X 12'H
INTERIOR EXTERIOR )$ WITH(DR#LING SCREWS. r 12
2 SECURED MINIMUM 6TOTWAL'LPOSTNWITHE MINIMUM 24" TS
NIPPLE
(4)#12-14xi" SELF-DRILLING
DOOR FRAME TO POST SCREWS
CONNECTION ROLL—UP DOOR TO BOX SAVE RAFTER TO TRUSSED RAFTER
POST CONNECTION POST CONNECTION DETAIL CONNECTION DETAIL
APPROVED PRODUCTS APPROVAL NO.
DESIGN PRESSURES — 150 Mph
ROOF SHEATHING Carports Anywhere FL27402. 1 —R 1
ROOF + 19.3/-41 .4 Hampton Rib Roof Panel
WALLS +20.0/-22.2 WALL SHEATHING Carports Anywhere
Hampton Rib Wall Panel FL27403. 1
DOORS +20.0/-22.2 P
WINDOWS +20.0/-22.2 SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5
1 2 3 4 5 407 STEEL DOOR
ZONE +9.3 + 12.3 + 19.3 + 18.8 +20.0 ROLL—UP DOOR JANUS INTERNATIONAL CORPORATION FL21450.3 cn
—21 .9 —35. 1 —41 .4 —21 .9 —22.2 SERIES 3100 J
Q Matthew T. Baldwin P.E.
Florida License #64608
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES 0 Sheet: CA-4 OF 4