HomeMy WebLinkAboutCarports Anywhere - M Langen - 764016-Rev1 - Digital Sealed 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. 'ma 0"'
2. THIS STRUCTURE IS DESIGNED AS A NON—HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF � m
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 ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE CODE INFORMATION
RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. CODE VERSION FBC 2020 7th Edition,
3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2. ASCE-7-16
4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15. MANUFACTURER CARPORTS ANYWHERE
5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET—BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE BUILDING TYPE UTILITY STRUCTURE
RESPONSIBILITY OF THE OWNER. CONSTRUCTION TYPE 11—B
6. ROOF AND WALL SHEATHING SECURED WITH #12-14x3/4" SELF—DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX. RISK CATEGORY 1
7. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4" SELF—DRILLING SCREWS. FIRE PROTECTION NONE
8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED WELDER. FIRE SUPPRESSION SYSTEM NONE
9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,500LB TENSILE STRENGTH. OCCUPANCY UTILITY, U
10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. WIND SPEED Vult-140mph
EXPOSURE B
36'-6" 36'-6" ENCLOSURE ENCLOSED
=W1 -SW INTERNAL PRESSURE COEFF. +/— 0.18
SWINGING r------------------------------------------------------------------------------------------------------------------ INGIN------------------------------------------------------------------------------ -------------------
IMPORTANCE FACTOR 1.0
DOORo ROOF DEAD LOAD 1OPSF
ROOF LIVE LOAD
OPSF OR 300Ib P.L.
FLOOR DEAD LOAD 1OPSF
i
FLOOR LIVE LOAD 50PSF
4%54" EXPANSION ANCHOR WITHIN 6"
"R"RATING OF WALLS,FLOOR,ROOF N/A
� OF EACH POST/TRUSS ALONG SIDES �
AND EVERY OTHER END—WALL POSTA_fr MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
of DOUBLE HURRICANE SHELTER USAGE NO
ire 3" MIN. BASERAIL
SQUARE FOOTAGE 3,040 SQ. FT.
GRADE REVISIONS
—_III- � REV DESCRIPTION DATE BY
— �—III—III IC 6 a a ROLL—U;P o 1 MOVED WTD 4/8/21 MTB
NOTES: —III_ " 2,500 PSI 4" CONCRETE DOOR; 1
SUB—GRADE SOILS: SLAB WITH 10GA. W.W.F.
—TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION
12„ OR FIBER MESH
� R318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE, 7TH EDITION I-
-BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12"BELOW UNDISTURBED OR (2) #5 REBAR ® 6" O.C.
ENGINEERED GRADE MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
CONCRETE: CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE
-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 CONCRETE FOUNDATION/D O U B L E
REINFORCING STEEL (REBAR) REQUIREMENTS:
-MINIMUM GRADE 40 STEEL BASE RAIL ANCHOR DETAIL DRAWN BY: MTB
—REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: DATE: 1/9/21
o —THE REBAR IS BENT COLD Z LOCATION:
I —THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED PLAN VIEW 2445 Jernigan Road, Fort Pierce
OCD
o RDLL UP 6—BAR DIAMETERS: AND 2.5" DOOR FRAMING sizE: 76'L X 40'W X 16'H
DO R —REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT
EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL " RECESS-------_ �111111111///
CELL. THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" 4, `\\\\�Nl T. B
HORIZONTALLY TO 6" VERTICALLY. DOOR WIDTH .....................
•••" q•.. . �6 //i
—COVER: � \CENSF
o —3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY ` NO.64608 2
IN CONTACT WITH SOIL OR WEATHER, AND 1�" ELSEWHERE. REBAR EMBEDDED IN ELEVATION VIEW
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 4" FOR FINE _*e
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 STATE OF `
�'•.
EARTH OR WEATHER, AND 14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR T ���AN'• F�O R
WEATHER. 75"J DOOR WIDTH ROLL—U:P /��`S'•.•, (j `�
GALVANIZATION: 4" DOOR; //';�0; ;1`
—METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY
EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153,
o CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED OPTIONAL ROLL-UP DOOR
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. CONCRETE SPLASH-GUARD RECESS
Digitally signed by
Matthew Baldwin
Date: 2021 .04.08
MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR
FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER
�12"x12" REINFORCED FOOTER
L----------- ----------------------------------------------------------------------------------------------SWINGING---------------------------------------------- -----------------------------------
DOOR -3: 14:49:23 -04'00'
36'-6" 3 -0 36'-6" _
76'-0"
z 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 Sheet: CA- 1 OF 4
12
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3'- 3'- 3'-
14'-0• 14-0
CODE INFORMATION
CODE VERSION FBC 2020 7th Edition,
ASCE-7-16
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
�.� 10'-0 CONSTRUCTION TYPE II—B
_! RISK CATEGORY I
ROLLORPROLL-UP
DOORR ROLL FIRE PROTECTION NONE
DOOR
ROLL-UP FIRE SUPPRESSION SYSTEM NONE
DOOR OCCUPANCY UTILITY, U
WIND SPEED Vult-140mph
EXPOSURE B
ENCLOSURE ENCLOSED
1e o" INTERNAL PRESSURE COEFF. +/— 0.18
IMPORTANCE FACTOR 1.0
-o�j 4-D• ROOF DEAD LOAD 1OPSF
�7 ROOF LIVE LOAD 20PSF OR 3001b P.L.
3._03., 3._63.. 3• 03. 3,-�• 3,-�• 3,-'3• 3,-'3• 3,-�•
�3 40'0 a 8 8 40'-0 8 8 FLOOR DEAD LOAD 10PSF
FRONT END WALL REAR END WALL 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 13,040 SQ. FT.
REVISIONS
REV DESCRIPTON DATE BY
1 MOVED WTD 4/8/21 MTB
S2
0
I
O.C.MAX.
DRAWN BY: MTB
DATE: 1/9/21
SWINGING LOCATION:
DOOR 2445 Jernigan Road, Fort Pierce
3'-0• SIZE:
36'-6" 76'L X 40'W X 16'H
S-11b• 3'-11�• 3'-11�" 3'-11§" 3'-11�" 3'-11�" 3'-11�• 3'-11�• 3'-11a• 3'-11a• 3'-11a• 3'-11�" 3'-11�• 3'-11�" 3'-11�" 3'-11�" 3'-11�" 3'-11�" 3'-11�•
76'-0•
LEFT/RIGHT SIDE WALL
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Matthew T. Baldwin P.E.
W Florida License #64608
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w o CA-2 OF 4
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES F (n Sheet:
CAMM ERE
CODE INFORMATION
CODE VERSION FBC 2020 7th Edition,
ASCE-7-16
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
W W CONSTRUCTION TYPE II—B
H ROLL-UP
- H
RISK CATEGORY I
0UWK o FIRE PROTECTION NONE
ROE- e FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
WIND SPEED Vult-140mph
EXPOSURE B
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFF. +/— 0.18
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
ROOF LIVE LOAD 20PSF OR 3001b P.L.
o^
FRONT END WALL 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 3,040 SQ. FT.
REVISIONS
REV DESCRIPTON DATE BY
1 MOVED WTD 4/8/21 MTB
0
I
DRAWN BY: MTB
DATE: 1/9/21
SWINGING
LOCATION:
OOR 2445 Jernigan Road, Fort Pierce
SIZE: 76'L X 40'W X 16'H
76'-0*
LEFT/RIGHT SIDE WALL
V)
W_
Z
W
Matthew T. Baldwin P.E.
W Florida License #64608
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w o CA-3 OF 4
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES V) Sheet:
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 /-2"x2"x2"
(4)#12-14xi" SELF—DRILLING SECURED TO WALL POST WITH
SCREWS SCREWS A(A412-14x " SELF—DRILLINGAmm
2"x2"x2" 16 GA. ANGLE CLIPEWS
13s" NIPPLE TO 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14x "
T BASE RAIL NIPPLE TO " T
CAMMAWANERE
SECURED WITH (4) #12-14xi" SELF—DRILLING SCREWS
BASE RI
SELF—DRILLING SCREWS CODE INFORMATION
2"x2"x2" 16 GA. ANGLE CLIP
_ _ _ _ _ _ _ _ _ _ _ _ SECURED WITH (4) #12-14xi" SINGLE OR DOUBLETS CODE VERSION FBC 2020 7th Edition,
I I I I III III— I I I I � 1 — SELF—DRILLING SCREWS HEADER ASCE-7-16
11 _I 1 I i t I I i I I 1 III- 11 _I 1 I i t I I i I I I I- NIPPLE TSINGLE OR DOUBLETS
HEADER MANUFACTURER CARPORTS ANYWHERE
BASE RAI BUILDING TYPE UTILITY STRUCTURE
INTERMEDIATE POST TO CONSTRUCTION TYPE II-B
RISK CATEGORY I
POST TO BASE RAIL END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION HEADER CONNECTION DETAIL FIRE PROTECTION NONE
CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 OPTION 2 FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
WIND SPEED Vult-140mph
2"x2"x2" 16 GA. ANGLE CLIP SECURED
EXPOSURE B
WITH (4) #12-14xi" SELF—DRILLING 26 GAUGE ROOF SHEATHING ENCLOSURE ENCLOSED
SCREWS INTERNAL PRESSURE COEFF. +
VARIES SECURED WITH (1)#12-14xi" /— 0.18
NIPPL " SELF—DRILLING SCREWS @ IMPORTANCE FACTOR 1.0
TO TRUSS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) ROOF DEAD LOAD 1OPSF
STD. MAX. SPACING
2"x2"x2" 16 GA. Aa" ROOF LIVE LOAD OPSF OR 3001b P.L.
ANGLE CLIP 3" MIN. MINIMUM 6" TS -_- - FLOOR DEAD LOAD 1OPSF
SECURED WITH (4) L NIPPLE. NIPPLE SECURED TO WALL -- ___-
FLOOR LIVE LOAD 50PSF
#12-14xi" POST WITH "- _- "R"RATING OF WALLS,FLOOR,ROOF N/A
SELF—DRILLING (4)#12-14xi" - MODULES PER BUILDING 1
SCREWS SELF—DRILLING -- HURRICANE PROTECTION USAGE NO
�_�JSTD. MAX. SP CING SCREWS '"" 1" 16 GAUGE FURRING CHANNEL HURRICANE SHELTER USAGE NO
48" O.C. MAX. SECURED WITH
VARIES (2)#12-14x1" SELF—DRILLING
SQUARE FOOTAGE 3,040 SQ. FT.
ry SCREWS TO EACH RAFTER. REVISIONS
NON—STRUCTURAL SIDE WALL ROLL—UP REV DESCRIPTION DATE BY
HEADER OR WINDOW DOOR/FRAME OUT POST TO TRUSS ROOF PANEL CONNECTION 1 MOVED WTD 4/8/21 MTB
RAIL TO POST DETAIL HEADER DETAIL CONNECTION VERTICAL SHEATHING OPTION
INSTALL PER MANUFACTURERS INSTRUCTIONS
#14x1" All
#12-14xi" SELF—DRILLING TYP. "
SELF—DRILLING SCREWS SCREWS ® 6" O.C. 1 4" WELD MTB
® 10" o.c. MAX., 3" MAX. & s" MAX. DRAWN BY:
MAX. FROM CORNERS FROM CORNERS DATE:
HORIZONTALLY/ 4" MAX. 6„ 2' O.C. MAX. 1/9/21
FROM CORNERS MINIMUM 24" TS LOCATION:
VERTICALLY „ 2445 Jernigan Road, Fort Pierce
7„ NIPPLE SIZE:
INTERIOR 15" NIPPLE SECURED TO WALL
$ � 761 X 40'W X 16'H
EXTERIOR POST WITH (4)#12-14xi"
SELF—DRILLING SCREWS
DOOR FRAME TO POST Lj1vL
CONNECTION ROLL—UP DOOR TO 31 '-51 ' BOX EAVE RAFTER RAFTER CONNECTION DOUBLE POST/
POST CONNECTION TO POST CONNECTION DETAIL DETAIL DOUBLE BASE RAIL
APPROVED PRODUCTS APPROVAL NO.
Speed Basic Wind mph Pressures - 140 Design S ROOF SHEATHING Carports Anywhere
g P P FL27402. 1 —R1
Hampton Rib Roof Panel
Zone Car orts Anywhere
WALL SHEATHING pFL27403. 1
Roof Wall Hampton Rib Wall Panel
1 2n 2r 2e 3r 3e 4 5 SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5
9.6 9.6 9.6 9.6 11.4 11.4 13.3 15.1 407 STEEL DOOR
-10.2 -26.0 -26.0 -10.2 -48.8 -41.3 -14.8 -18.5 ROLL—UP DOOR JANUS INTERNATIONAL CORPORATION FL21450.3
SERIES 3100 (/')
J
Q Matthew T. Baldwin P.E.
Florida License #64608
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND IL w
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES Sheet: CA-4 OF 4