HomeMy WebLinkAboutBuilding PlansCertification for Qesktn Load ComiDliance
ARCHITECT
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DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUIIWING
RESIDENTIAL CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE.
WALL AND CEILING FRGSHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS TITAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450,
TABLE 14301.9(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
WIND DESIGN SUBJECT 70 pAMAQE FROM
SEISMIC —^ WINTER ICE BARRIER AIR MEAN
Speed" Topegrapbic DESIGN Frost line �y DESIGN UNOERLAYMFINT FLODD FREEZING ANNUAL
LOAD
mph effeola° NA CATEGORYI Weatherin0' ,_deem° Termite° TEMP• REQUIRED HAZAiDS9 INDEXI TRMW
NA
See FIg.1001.Z(4) NA Negligible NA Very NA NA NA
..........-. .� --- —Heavy----
i
1 $ LOT 2, BLOCK 7 o
MARAVWA PIA7.A
(PH. 5, PG. 44)
i
SBV20'10"E 100.000
60.00' (P)
IND
m ROD �G !
MIN, SET 8A'I(-Q.
•RONT o
jDES N
1
NR 61GES `
FAR
NG. - p
Ire
ECH LC e
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z
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-(Lucl come -
IND 3/4"
,X
1� b
X
n»-.
.
aeema
X
-
0X
.y' ., 1 - C.M.P
IIINERT
15.6'
LOT 1. BLOCK 7
VARAVD,LA PLAZA
(PB. 5. PG. 44)
FOUND X"
METAL PIPE
OWN
60.00' (P) /
FOUND l6'
IRON ROD
No M
0.1% 0.2'N
(LOT 7)
N
NO
NO
OWN
0
FOUNDATION SCHEDULE
S-1 4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING ON .006" VAPOR BARRIER OVER CLEAN
COMPACTED TREATED FILL.
F-1 8" X 8" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-2 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-3 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS.
D-1 # 5 DOWEL DRILLED 4" MIN. INTO EXISTING BLOCK SET IN
EPDXY @ 24" O.C.VERT.
D-2 3 If 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION
SET IN EPDXY AND TIED TO NEW FOOTING STEEL.
D-3 # 5 DOWELS DRILLED 6" MIN. INTO EXISITING FOUNDATION
SET IN EPDXY @ 48" O.C. TIED TO NEW FOOTING STEEL.
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1. DESIGN CODE: Florida 1AQ VkL, code 2017 Edition w/20` supplements using ASCE 7-10
2. Structure Design is: 7( Enclosed _ Partially Enclosed ^ Open Building
3. Risk Category: _I )C li _ III _IV Exposure Category: LB _ _,C TD Adjustment coefficient I 'D
4. Design Wind Velocity )'Dmph _, ASD _LRFD End Zone Width „_ft.
5. Mean Roof Height: i ZI ft. Roof Pitch;141712 Parapet _ft. I
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ JO 'MRH (worst case)
Zone l: r4 Zone 2:- 40 Zone 3:-,o Zone 4: —*—Zone &.34 Garage: u
7. Design Loads: Floor: ?5 PSF Roof/Dead: f S- PSF Roof/Live 30 PSF Balcony: ____PSF
Doric: _PSF Deck: _ PSF Stairs; _ PSF Fence: _ PSF Railing: _ PSF
8. Were Shear Walls Considered for Structure? !ti Yes _Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? ZYes Not applicable Explain Why Not:
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR SETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2600 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR SETER WITH 30" MIN. LAP.
4, CONCRETE COVER OVER REINFORCING STEEL'
FOOTINGS 3"
BEAMS 1.1/2'
COLUMNS 1-1/2'
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12- AND COMPACTED TO A MINIMUM OF 05%
MODIFIED PROCTOR DENSITY.
e. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION
7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES,
S. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6' MINIMUM BEARING. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
"NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
Z-MAX COATING OR BETTER.
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
C PROJECT
AGUILAR
GARAGE ADDITION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
' MICHAEL J. SEAL, AIA
AR96898
REVISIONS
KEY PLAN
SHEET TITLE / SHEET NUMBER
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PROJECT NUMBER iz (R 1 aF
DATE 9 Sltq
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9e 14 I
DER AND WINDOW BUCK FASTENING,
1 X BUCKS $HALL BE ATTACHED WITH CASE HARD NAILS Q 12" O.C. WITH THE DOORS
AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A
MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH
AMENDMENTS.
OPTIONAL
2 X BUCKS SHALL BE ATTACHED WITH ''/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS
AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW
AFFIDAVIT WITH A MINIMUM PENETRATION OF 1.114" INTO BUCK. BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH
AMENDMENTS.
uN ulgimm
N
RE v
LINTEL
NO.
LENGTH
SAFE
GRAVY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
T1P1e1FT
LOAD
COMPOSITE
BEAM
L 1
2'10"
61136
44600
SF36/1Td0
1.2
3'-e
6113#
3547#
BF16/3T-10
L3
4'-W
6113#
3079#
9F161IT-IR
L4
4'-6"
6113#
27249
8F16/1T-!B
L 5
5'-4"
5365#
2290#
SF16/ST-18
l6
5110"
4360#
2093#
8F36/1T--18
L7
V-6"
3480#
IBM
8F16/1T-IB
L8
7-6"
2661#
163"
SF16/IT-18
L9
V-4"
1843#
1133#
8F16/iT.18
110
101-6"
1533#
9140
8F16/1T-18
LSS
11'40•
1366#
7980
536/IT-18
L12
12'-V
12W
723#
SF36/1T-18
L 13
13'-4"
107511
7 Q
606#
L14
14'-W
1002#
559#
8F16/ST-IB
L15
14'-8"
1370#
519#
9FI61IT-18
L16
151-C
125Q#
185#
8F16/1T-IB
L17
17'.t"
950#
404#
FBF16/IT-18
8FI6/1T-1B
L18
19'-4"
750#
347#
SF16/IT-IB
L19
21'-4"
598#
306#
SF161IT-18
L20
22'-0"
550#
295#
SF161IT-1B iy
L 21
24'-0"
4504
267#
8F76/1T-18 'j
ED TELS
MANUFACTURER•
CAST-(
RM
LINTEL
NO,
LENGTH
SAFE
GRAWTY
LOAD
APPLIED
GRAVY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
RL-1
4'-4"
5206#
F14/1T-18RL-2
4'-6"
5206#14/1T-18RL-3
5'-8"
4567#141IT-18RL-4
5'10"
4242#F14/iT-SBRL-5
5"8FI4
6'-8".
3120#14/1T-18RL-6
7-6"
2459#141IT-18RL-7
9'-S"
1568#14/iT18
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT,
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE.
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
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DRYWALL AND FURRING ATTACHMENT
P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH I 'W' CASE HARD NAILS @ 8" O.C.
%" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD,
5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
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ROOF SHEATHING NAILING ZONE INFO.
ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD.
ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD.
ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD.
(VOTES;
19/32" CDX PLYWOOD SHEATHING
25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM 13,226.
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ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
INO.1 DATE I REVISION
KEY PLAN
PROJECT NUMBER
DATE R/5-Ir9
l-Cw--S/p r�