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GENERAL CONSTRUCTION NOTES- FOUNDATION, CONCRETE, STEEL AND WOOD -
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1. ALL CONSTRUCTION MUST CONFORM TO FLORIDA BUILDING CODE 2020,.TUrEdUlan
PRELIMINARY UNTIL THEY HAVE BEEN APPROVED BY THE LOCAL BUILDING gEPA TMENT THAT FOLLOWS Fb CHAPTBL 553
2. ALL DRAWINGS ARE CONSIDERED PREL - -00
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AND FBC 107.3,E .. '' 11 1 q q.
3. PLANS NOT APPROVED AS STATED IN •2 ARE CONSIDERED UNLAWFULLY PERMITTED, - - 14� y LO`� O O a W w U CV
T AP ROVED BY QUALIFIED REYIBUERB BY THE AHJ (AUTHORITY HAVING JURISDICTION) ARE CONSIDERED INVALID AND UNLAWFULLY PERMITTED: Y
4. PLANS NO P
IS IS THE RESPONSIBILITY OF THE COMMACTOR/PERMITTEE TO CONFIRM. h DBpyrnty O N w p F ,. W N ti
%- THE DESIGN ENGINEER HAS NO RESPONSIBILITY OR LIABILITY FOR PLANS U5ED TO BUILD ANY STRUCTURE THAT ARE EITHER INVALID OR UNLAWFULLY PERM Pe((f1t, gl9 (.DU^�'i . . . 1 g p LOU
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6. DO N07 ORDER ANY WORK OR MATERIAL WITH PRELIMINARY DRAWINGS, 0
T. ALL VEGETATION IS TO BE REMOVED FROM SLAB I FOUNDATION AREA NO WOOD OR VEGETATION B TO BE BURIED (THIN IS' OF ANY BUILDING OR - _ y1�/
PRSED OPOBUILDING. FILL TO BE CLEAN MATERIAL PLACED IN LIFTS NOT TO EXCEED 6' MECHANICALLY COMPACTED. ALL CELLS, CAVITIES AND AIR GAPS aOIDL a ^ a
SHALL BE CLEANED OF ALL NON-PRE5ERVATIVE TREATED WOOD OR CELLULOSE MATERIAL PRIOR TO PLACEMENT OF ONCRETE, aILa m N
S. SOIL BEARING 2,500 PSF MINIMUM AT 95%-0F MODIFIED PROCTOR AS PER ASTM D-1551, TESTED IN 12" MAX LIFTS, CC NTRACTOR TO PROVIDE CERTIFICATE. Lo
S. BOIL POISONING TREATMENT TO EXTEND I FOOT BEYOND EXTERIOR SIDBIIALLS OF STRUCTURE. Oyr(yy��
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801L TREATMENT T O tJ
T TMIN OT CERTIFICATE BE STORED IN WEATHER RESIS ANT JOBS TE PL N BO p >
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10. ALL CONCRETE WORK SHALL BE IN ACCORDANCE. WITH °9PEGIFiGATIONB° :OR STRUCTURAL CONCRETE BUILDING 131E-OS- - Z - `
A. CEMENT, ASTM C-150, TYPE I
b: WATER, POTABLE 4
c: AGGREGATE, A67M C-53
d; REINFORCING STEEL: ASTM A-615, GRADE 40',
®. SLUMP: 5 RICHES MAX '
f, METAL A0Q0SSORIE6: ACI.36
E. REINFORCING MESH: FIBERMESH OR ASTM A-155, 6X6 WIA/W1,4
h, CURING COMPOUND: ASTM C-309, TYPE I ,�g w pxT, 8
L. FORMUKIRK: ACI SP-4 FORMWORK FOR CONCRETE, FORMWORK SHALL BE THE f# F g EFR `" ,yl 4
J. RESPONSIBILITY OF THE CONTRACTOR. 9 dd""--'FF
iL TOLERANCES, FLOOR SLABS, 115 INCH IN 10 FOOT MAXIMUM 14'+O
I. FIN16WBB: FLOOR SLABS - STEEL TROWEL FINISH.
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1. WALKS I DRIVES - BROOM.
Jr. FLOORS TO RECEIVE TILE• BROOM,
n SAW GUT CRACK CONTROL IN SLAB AT MAX SPACING 15-Q° 0/0 AS 60ON AS CURING PERMITS
1, NOT TO EXCEED 24 HOURS FROM TIME OF CONE. FOUR, 8X9 PT PT -
It MINIMUM COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE: Pot IT F IOST
e. 2X8 TONGUE
3" CONCRETE DEPOSITED AGAINST GROUND. / .
b: I S°. WALLS EXPOSED TO WEATHER OR IN CONTACT WITH THE CRAVE, 5Y METAL ROOF d GROOVE FOR
e, 3/4, WALLS NOT EXPOSED TO THE WEATHER, PT. OVER TONGUE < GROOVE ROOF SHEATHING
d. I h"COLUMNS, -
e. I h" BEAMS, (OVER MAIN REINFORCING) - PEEL T STICK UNDER 3 X T MIN. FASTENED W/ 16d
Y. 3/4" STRUCTURAL SLABS, FROM SURFACE. METAL ROOFlN's LAG SOLt P�
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12. ALL CONCRETE 6HALL BE PLACED WITHIN 9O MINUTES FROM BATCH TIME, UNLESS RETARDER L5 AVOW TO THE MIX E"�Y Tsu59 RING SHANK
M. ALL CONCRETE SLABS SHALL ATTAIN A MN, STRENGTH OF 2500 PSI- IN 28 DAYS, FOOTINGS SHALL ATTAIN A 300MIN. S ENGTH OF 3,000 PSI 0 IIe�
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14, ALL CONCRETE BEAMS AND COLUMNS SHALL ATTAIN.A MIK STRENGTH OF 4 P61 IN 25 DAYS � VY x rY MIN. 4F.T v1 x I2' MIN. co
IS, GRADE 40 STEEL MINIMUM IN FOUNDATION AND. FOOTINGS. GRADE 60 IN BEAMS AND COLUMNS, LAPPED PER ACH3 0, f•Bt Rom^ LAG Bd,T PER SPRY BEAn
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16. PLACE ONE B BAR AT EACH BIDE OF MASONRY OPENINGS t 4'O" SPACING, N.O.N.) HOOK TOP OF COLUMN BARS. TO TIE BEAM LAG BOLT 4eT
IT. METAL STRAPS, CLIP5 AND HARDWARE SHALL BE GALVANIZED, OR APPROVED EQUAL. _ EVEar a ANo ANO J
- INTO POET INTO P0.9Y N LL f
_ O 3XIS PT BEAM w
Ix B. MASONRY TO CONFORM WITH ASTM CAC, fa . II PSI, TYPE M MORTAR PER ASTM G210, Tm • 2500 PST,. MASONR CONTRACTOR TO VER FY WALL T W U
WEIGHT$, BEAM DEPTHS, AND MASONRY OPENING SIZES PRIOR TO CONSTRUCTION, 3X8 PT HAND MADE m 3X8 PT BEAM ZI PT 3O W
M STRUCTURAL WOOD CRITERIA, WOOD CODE AN51/AWC, NDS - 20i5 TRU56M • Se O/C
a. PRIMARY WOOD FRAMING MEMBERS SHALL BE NO, 2 SOUTHERN PINE OR BETTER, SURFACED DRY, USED AT M M IMUM MC. WITH THE f LOWTNG STRESS - 1 U CLO55 BIRACES 0�p
RATINGS, UNLESS OTHERWISE NOTED: -�. . CAM a V Z 0 m r
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1, FB SINGLE MEMBER I200 PBI
J. PE REPETITIVE MEMBERS 1400 PSI
NM, FC PERPENDICULAR TO GRAIN 565 PSI ~ x e
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b. ALL WOOD IN CONTACT WITH MASONRY. SHALL BE. PRESSURE TREATED. ,- Q d tt c W Q 11 S W CV
20. EGRESS WINPOW, FROM ALL BEDROOMS PROVIDED 8Y EGRESS WINDOW: W sP 1--
6, MAX SILL WT, - "', MIN U07W • 20°, MIN. HEIGHT - 24", MIN. AREA - 5.0.8E m 0~. � d 4. � � ° 'a 0 -1 m � LO
21. LIGHT AND VENTILATION IN BEDROOMS, GREAT ROOM, PINING AND KITCHEN MIN 8% OF LO
NET FLOOR AREA IN GLASS, fp II v
, ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS.. x W fD
/ 23. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WLL BE ADDRE56ED By THE ENGINEER AS CONSTRUCTION OGRESSES. DESIGN ENGINEER IS NOT T9 m a �; (�'A 30 - Z lL CO
LIABLE FOR ANY CONSTRUCTON THAT PROGRESSES WITHOUT NOTIFICATION AND HIS CONSENT TO PROCEED IN WRITIN6
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24. SPLITTING OR CRACKING OF 6TRUCTUAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. t}
25, UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS ALL PLYWOOD SHEATNNG TO BE NAILED WITH ad OR BETTER NA( AT 4" O.G. AT THE. EDGES. AND 6"
O.C- IN FIELD,
YWALL TO BE SCREWED WITH DRYWALL SCREWS 1.5'. LONG AND 0.01 INCHES DIAMETER.
n. INTERIOR DR
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1 TI KWIK BO T9 OR EQUAL, AT 24" STUD AGAINST COLUMN BLOCK, WITH " x 3' - STUD ADJACENT, EIP6ATTACHAT EACH OTU
6 TO POURED COWMN WI-M 12 x T° 3X5 PT IMAM
2l. PRESSURE TREATED FULL LENGTH
I H L. L " O.G. AND WITHIN 8" FROM ENRS-. USE 3" x 3" x 3/16" STEEL WA8NPJ45 AT EACH BD
W. OPENINGS PROM A PRIVATE GARAGE DIRECTLY. INTO A ROOM USED FOR SLEEPNG PURPOSES $HALL NOT BE PEP JlJTTEP-OTHER OPENIN316 BETWEEN THE _
GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS THAT ARE NOT LESS 63(8" IN THICKNESS OR STEEL DOORS THAT ARE SOLID OR 1
HONEYCOMB CORE NOT LESS THAN 13/5' THICKNESS OR 20-MINUTE FIRE -RATED DOOR. (R305,10
SXS PT 8X$. -
29. CARBON MONOXIDE DEFECTORS ARE REOURED WITHIN 70 FT OltI51DE OF THE DOORS OF ALL 9LSEPING ROOMS THERE B AN ATTACH® GARAGE. Pf FT15
3O, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL OR CEILING SEPARATING THE DWELLING FROM THE AGE SHALL BE CONSTRUCTED OF A POST POST G
MINIMUM NO. 26 GAGE SHEET METAL OR OTHERR APF9ROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, (R30S-I.0
3L THE GARAGE SHALL BE SEPARATED FROM THE. RESIDENCE AND ITS ATTIC AREA By N07 LESS THAN I/2" GYPSUM ARD APPLIED 70 THE GARAGE :BIDE.
32. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT THAN 5F9° TYPE "X' GYPSUM BOARD;
OR EQUIVALENT. WHERE THE SEPARATION 19 A FLOORLEILING ASSEMBLY,. THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED Bwl I Y NOT u - n
LESS THAN 1/2' TYPE 'X" GYPSUM BOARD OR EQUIVALENT, (R309,2) - O
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33. VENTILATION OF WOOD TRUSS ATTIC, R &06 AREA OF CEILING DIVIDED BY 150 -. THE MIN. CODE NET FREE AREA VENTILATION
34, ATTIC vENTILAM7N IS PROV IDEP BT SCREEN SOFFIT VESR6 20" X T" WITH INSECT STEEL SCREENING. ASSUMED FREEAREA - T5% ,
35. LOCATE 6OFFYf VENTS ON ALL 4 BIDES OF ROOF, EQUALLY SPACED APART- NO ADDITIONAL ROOF VENTS REQUIRE16N I 1
L� o- R o-
i 3$. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE 5RACMG OF ALL STRUCTURAL AND NON-STRUGTAFAL MEMBERS D KrmG CONSTRUCTION. PLYWOOD SHEATHING MUST BE APPLIED As THE ROOF OR LOOR TRUSSES -
E ECT® TO PREVENT TOPPLING- REFER TO TP t WTCA PUBLICATION 'BUILDING
F ARE R U
COMPONENT SAFETY INFORMATION' FOR HANDLING AND BRACING OF TMA. TEMPORARY BRACING PER HIBAI.
31. CONTRACTOR TO OBTAIN THE LATEST PRODUCT APROVAL9 FROM THE HE MANUFAGi1RBR8, VERIFY IAFE PRESSURE THE EXPIRATION PATES, INSTALLATION � R
SPECIFICATIONS AND SUITABLILITY OF THE PRODUCT BEFORE INSTALLATION OF ALL BUILDINGCOMPONENTS. {
38- CONTRACTOR TO LAYOUT THE WORK, VERIFY ALL DIMENSIONS, ELEVATIONS, PITCH, WALL AND GEILlNG HEIGHTS PRIOR TO ORDERING LINT WORK OR 30% X 3011w X 1'4"d p
MATERIAL: POURED CONC. FOOTING
39. WIND.LOADS, FBI 2020,'Ith EDITION, ITC MPH, 36ECOND GUST, EXPOSURE G. t
W/ CU'15 REBAR EACH SPAT' SCALE:
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THROUGH 8X8 PT POST v,7 t�r2{-�e � I
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3X8 PT GROWN Lu
3/S' " X ` 1111N. 1 l t
LAG BOLT PER
5V METAL ROOF
I. OVER TONGUE 4 GROOVE
EVERY TRUSS W/ PEEL d STICK UNDER t
METAL ROOFING \
fy 1/2" X 12' MIN- �
3 r LAG BOLT f ER
F't I 3k6 �rCi=-V
RY BEAM AND
Nq,Vb INTO POST
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8X8 PT CL M M
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3X8 PT BEAM SXS p
GLOSS BRAGES POST
SCALE- N.T.s. ��'�` C E FOR
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F:EVIEW i.IpNCE ~
CODE co cout4 l
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SCALE: N.T.B. CpPY_
G A Z B0 PLAN
SCALE: 1/4 - 1'0"
FBC 2020, Z!h EDITION u O
110 MPH 3-SEC GUST UJIND SPEED Q
RISK CATEGORY: II �
BLDGs CAT: V5
OCCUPANCY: R-3 JOBS 21-03S
EXPOSURE: C
INT- PRES, COEF: si-i�
BUiLDING- ENCLOSED
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OPENING PROTECTION; IMPACT GLASS
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