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1 CODE INFORMATION
CODE VERSION 202A 7Lh Edition
-7-16
MANU
FACTURER CARPORTS ANYWHERE
BUILDING TYPE UTLIIY STRUCTURE
CONSTRUCTION TYPE II-B
1.THESE PLANS PERTAIN ONLY TO THE STRUCTURE,INCLUDING N ND FORCE RESISTING SYSIE PONENTS AND i I RISK CATEGORY I
CLADDING,AND BASE RAIL ANCHORAGE.OTHER DESIGN ISSUES,INCLUDING Bllf NOT UNITED TO PLUMBING,ELECTRICAL, 'c„G FIRE PROTECTION ONE
INGRESS/EGRESS,PROPERLY SET-BACKS,FINISH FLOOR ELEVATION AND SLOPE,OR OTHER LOCAL ZONING REQUIREMENTS FIRE SUPPRESSION SYSTEM ONE
ARE THE RESPONSIBILITY OF OTHERS. OCCUPANCY I7fY,U
2.THIS STRUCTURE IS DESIGNED AS A NON-HABITABLE UTLITY/STORAGE BUILDING(RISK CATEGORY 1)CAPABLE OF - WIND SPEED R-160m
SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS.IMPROVEMENTS NOT SPECIFICALLY i EXPOSURE-
ADDRESSED HEREIN,INCLUDING DOORS,WINDOWS,OR OTHER COMPONENTS NOT USTO IN THE FBC APPROVED PRODUCTS 1 ENCLOSURE OPEN
LOT,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 INTERNAL PRESSURE COEFF. +-0.0
RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. IMPORTANCE FACTOR 1.0
3.THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION CI01.4.2. ROOF DEAD LOAD IDPSF
4.ALL STEEL TUBING SHALL BE 60 KSI STEEL AND MEETS/EXCEEDS GALVANTZAHON PER ASTM A,DO3/A10D3M-15. ROOF LIVE LOAD OPSF OR 300Ih P.L.
S.PLUMBING,ELECTRICAL,INGRESS/EGRESS,PROPERTY SET-SACKS,AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE ' FLOOR DEAD LOAD 1OPSF
RESPONSIBILITY OF THE OWNER. I
6.ROOF AND WALL SHEATHING SECURED WITH/12-14x3/4'SELF-DRILUNG SCREWS WITH SEAL WASHERS O 6'O.C.WX FLOOR LIVE LOAD 6OPSF
7.FIELD FRAMING CONNECTIONS SECURED WITH/12-14x3/4-SELF-DRILLING SCREWS. I 'R'IRAIING OF WALS.F'LOOR. N A
8.ALL SHOP FRAYING CONNECTIONS ARE TO BE WELDED.NO WELDING ONSIIE.ALL WELDING DONE IN SHOP BY A CERTIFIED MOD ES PER BUIDING 1
G S.COENC ETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2'DIAMETER do 2,5ILDLB TENSILE STRENGTH. ' HURRICANE PROTECTION USAGE NO
m 10. 12 OR 14GA.FRAMING IS 2.S'x2.6'TUBE STEEL NIPPLES ARE 2.2Fix2.25'TUBE STEEL HURRICANE SHELTER USAGE NO
In
SQUARE FOOTAGE 1,440 SQ.Ff.
I REVISIONS
REV DESCRIPTION DATE BY
I'x54'EXPANSION ANCHOR WITHIN 6' , F/O HE1CNT 3 26/2, MTB
OF EACH POST/TRUSS ALONG SIDES
TD�nAEATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION AND EVERY OTHER END-WALL POSE
R318 AND IBIS OF THE 2020 FLORIDA BUILDING COOK 7TH EDITION
-BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12BELOW UNDISTURBED OR ODUBLE
3 MIN. B
�NNGIN�EERED GRADE ' ASERAJL ' o E
-AiMIAIUL)2.600 PSI COMPRESSIVE STRENGTH AT 2B DAYS GRAD
-ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE z
—DESIGNED TO SLOPE AWAY FROM THE STRUCTURE2,500 PSI 4'CONCRETEREINFORCING STEEL GREBARD REQUIREMEN15:-MINLMUM GRADE 40 STETL IISLAB ER ,EGA.wwF. MTU21
-REIIAR MAY BE BENT IN SHOP OR FIELD PROVIDED: 1-12' OR Fl0 MESH mbo Ln-THE REBAR IS BENT COLD CO IN REBAR O 6'O.C. 1 Gumbo Umtw Ln.Jeneen Beaeh
THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED M SOIL BEARING CONTINUOUS WITH MINIMUM
B-BM DUMELEAS:AND CAPACITY 600 PSF(TYP•) 25'OVERLAP SPLICE sm 36'L x 40V(x 12'H
i -REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT '
EXCEPTCEL. I,TNR6E�rasAR`y"I�AAv�HEM Two oc®To SLOPE o;'A SILL CONCRETE FOUNDATION/DOUBLE � ♦1�` w_FTfFe''Y�.
HORIZONTALLY TO 6'VERTICALLY. I ``♦♦� q
�T BASE RAIL ANCHOR DETAIL
-3'COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY i zz z.- ND.64M Z
IN CONTACT WITH SOIL OR WEATHER,AND 11'ELSEWHERE RESAR EMBEDDED IN ' !
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF}'FOR FINE *
(GROUT,AND I'FOR COHSE GROUT BETWEEN RE13AR AND ANY FACE OF A CELL I O
REBAR USED IN MASONRY WAIS SHALL HAVE A MASONRY COVER(INCLUDING •' 'STATE OF
GROUT)OF NOT LESS THAN 2-FOR MASONRY UNITS WITH FACE EXPOSED TO FL'O RIDS
EARTH OR WEATHER AND 11'FOR MASONRY UNITS NOT EXPOSED TO EARTH OR O) iA F }♦ .
WEATHER. .I...GALVANIZATION, 10 A�S�•".'i........."�C2♦♦♦
� SY' E
-MET ACCESSORIES FOR USE IN EXTERIOR WALL CON'•TRUCTION AND NOT DIRECTLY YAAYY N'11L,L,``
EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 163, '
i CLASS 8-2. METAL PLATE CONNECTOR S,SCREWS,BOOTS,AND NAILS EXPOSED • �•
DIRECTLY TO WEATHERSHALL L HE STAINLESS STEELOR HOT DIPPED GALVANIZED. m DI itaiI SI ned
N o by Matthew '
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND cn Baldwin
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
Date: 2021.03.25
MIN. 2,600 P51 4'CONCRETE SLAB WITH TOGA.W.W.F.(OR ! 1 5:03:22�04'00'
FIBER MESH)AND 12'x12-REINFORCED FOCTER PERIMETER ---------- 12'x12'REINFORCED FOOTER '
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