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ELECTRICAL LOAD CALCULATION
1405 SQ. FEET LIVING 3 VA
4215 VA
1152 SQ. FEET NEW 4.5 VA
5184 VA
2 20 AMP APPLIANCE CIRCUITS
3000 VA
1 REFRIGERATOR
1200 VA
1 RANGE
1L000 VA
1 DISHWASHER
1500 VA
1 WASHING MACHINE
1500 VA
1 DRYER
5000 VA
1 WATER HEATER
4500 VA
1 WELL
3000 VA
1 MISCELLANEOUS CIRCUIT
5000 VA
TOTAL 46099 VA
FIRST 10 KVA@ 100% 10000 VA
REMAINDER @ 40% 14440 VA
AC J HEAT NEW 10000 VA
twVrIT
TOTAL 34440 VA34440144 AMPS240
USE EXISTING 150 AMP ELECTRICAL SERVICE
CTl%n CP'LJCTIT 11 I:
CONNECTORS)
FASTENERS
TRUSS ID
BEARING
TRUSSACTUAL
SIMPSON
POINTS)
UPLIFT (GROUPED,
CONNECTORS)
UPLIFT DESIGN
WORST CASE)231#
(1) HETA 20
1810#
9-10d x 1-1/2"
AT01
EACH
506#(1)
HETA 20
1810#
Ina s I�A99ft
9-10d x 1-1/2"
TRUSS ENGINEERING
TRUSS INFORMATIUN IAKtN t'KUIVI IVIAI1urr+IDATED 10 30 2017 ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR
TRUSS ID AND STRAPPING PLACEMENT.
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASSTYPE
ATTACHMENT METHOD
PRESSURES
DESIGN
(WORST CASE)
PRESSURES
FL#
16546.1
IMPACT
(3) 5/16" LAG BOLTS @24:O.C. EACH
BRACKET WITH 1-%" EMBEDMENT
GARAGE
DOOR
-24.3
-32
CLOPAY
STEEL PAN (MIN. 25
GA.) DOUBLE CAR (9'2"
TO 16'0" WIDE)
WINDCODE® W5
GARAGE DOOR
FL#
4904.3
IMPACT
Y." TAPCONS 407" MAX. O-C., WITH A
1-1/4" MIN, EMBEDMENT AND 2-1/2"
DISTANCE TO EDGE W/CENTER CLUSTER W
DOOR
ZONE 4 -47.9
ZONE 5 -57.5
-55
MASONITE
WOOD -EDGE STEEL
DOOR
& 3"ROOF
NOA#
1022.16
N/A
3/$" DIA. HEAD ROOFING NAILS 6 PER
SHINGLE
ZONE 1-3$.2
ZONE 2 -53.9
GAF
ROYAL SOVEREIGN
SHINGLE14
ZONE 3 -101.4THE
ACCEPTANCE OF THESE
THESEALHtKLUNI}YKUVIUtUvtvuPRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S
zt-OCkter/ '/Z' x6Ya' 1'Y-0RI z°`17., t tt
/3ltsO'
1?IT,-zA v $uCK w1 `/Z ) 5%zO
A>
a
_�
N
ELEC, CRICALPANEL"A" MAINS: O MIA j�MAIN BR
TYPE: SQ. -i UR rfF BUSRATING: A.
MOUNTING: O RECGSS A,SIJRFACE VOLTAGE:
12
�30 3 }��I r #(a 64jv
1A011/4"C
c,'44�
LIN7ELSCHEDULE
MANUFACTURER:
CAST-
ETE
LINTEL
NO. -
-
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
L 1
2'10"
6113#
4450#
8F16/1T-1B
L2
T-6"
6113#
3547#
8F16/1T-1B
L 3
4'-0"
6113#
3079#
8F16/1T-1B
L 4
4'-6"
6113#
2724#
81:16AT-18
L S
5'4"
5365#
229011
8F16/1T-1B
L6
5110"
4360#
2093#
8F16/1T-1B
L 7
6'-6"
3480#
1880#
8F16/ST-18
L 8
7'-6"
2661#
1634#
BF16/1T-18
L9
91-4"
1843#
1133#
8F16/17-18
L 10
1(Y-6"
1S334
914#
$F16/1T-18
L 11
ll'-4"
1366#
798#
8F16/1T-18
L 12
12'-0'
1254#
723#
8F16/1T-1B w
L 13
13'-4"
107S#
606#
F1 Z 1z
8F16/1T-16
L 14
14'-0"
1002#
559#
8F16/1T-18
L 15
14'-8"
1370#
519#
8F16/1T-18
L 16
15'-4"
1250#
48S#
8F161IT-18
L 17
17'-C
950#
404#
8F16/1T•1B
L 18
19'-4"
750#
347#
81`16/1T-18
L 19
21'-4"
S98#
306#
8F16/1T-1B
L 20
22'-0"
5S0#
295#
8F16/1T-18
L 21
24'4'
450#
26J#
8F16/1T-1B
RECESSED LINTELS
MANUFACTURER:
CASt-CRETE
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
_
COMPOSITE
BEAM
RL-1
4'-4"
5206#
(
2635#
8F34/1T-18
RL-2
4'-6"
5206#
2525#
8F14/1T-18
RL-3
5'-8"
4567#
1960#
8F34/IT-16
RL-4
5'-10"
4242#
19001t
8F14/1T-1B
RL-5
6'-B"
3120#
1651#
8F14/IT-18
RL-6
V-6"
2459#
1462#
8F14/1T-I11
RL-7
9'-8"
1S68#
1135#
8F14/1T-1B
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE.
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
\Av4'
STRUCTURAL
1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER WITH 1000 P.S.L. MIN. FIBER STRESS VALUE.
2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
BEAMS I.1/2"
COLUMNS 1-1/2-
S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND
COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED &
SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION.
7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY
MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION
PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. PRECAST / PRESTRESSED CONCRETE UNTELS TO HAVE 6" MINIMUM BEARING.
SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION.
9. FOR METHOD OF ATTACHMENT 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.
NOTE:
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTN
C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE: USED CAN BE 6D
COMMON OR ROOFING NAILS HAVING A MIN. Y4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE
WOOD FRAMING MEMBERS YV MIN.
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 TX 5' @ HIP AND Y X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD .
0�1 TES:
"_- 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 D226.
NOTES:
ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 7158 CLASS H OR
TASA07 AND.SHALL HAVE FACTORY APPLIED SELFSEAL STRIPS OR BE INTERLOCKING.
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FOUNDATION SCHEDULE
S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH
FIBERMESH REINFORCING ON .006" VAPOR BARRIER
OVER CLEAN COMPACTED TREATED FILL.
F-1 18"DEEP X 24" WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS.
fokAO
Certifigtion for pg11n 120 gam ti n-ce
1. DESIGN CODE: Florida r=tpFr,3T - code 2014 Edition w/20- supplements using ASCE 7-10
2. Structure Design is: W Enclosed _Partially Enclosed_Open Building
3. Risk Category: �I 11 111 -IV Exposure Category: �KB �C ___. D Adjustment coefficient i i
4. Design Wind Velocity 146 mph ASD LRFD End Zone Width ft.
S. Mean Roof Height: ft. Roof Pitch:L:12 Parapet ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3 ®` ' MRH(worst case))
Zone 1: -.LZ Zone 2: -551 Zone 3: - 01 A Zane 4 - 47/4( Zone 5: - S7.SGarage: Z. ,
7. Design Loads: Floor: ,-� PSF Roof/Dead�_PSF Roof /L e'30- PSF BoaotA e4oRp to I? f
Dock: PSF Deck: PSF Stairs: PSF Fence: SF Railing: PSF
8. Were Shear Walls Considered for Structure? Yes_ Not applicable Explain Why Not:
9, Is A Continuous Load Path provided? y Yes,^- Not applicable Explain Why Not:
10. Design Soil Bearing Pressure:2000 PSF
Soil boring Test required _Yes No (based upon section 1803.2 exception)
DOOR AND WINDOW BUCK FASTENING
I X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS
AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A
MIN. OF I-%" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL .EXTEND
BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH
AMENDMENTS.
OPTIONAL
2 X BUCKS SHALL BE ATTACHED WITH 1/4" 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 I-1/4" INTO BUCK. BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF FRAME PER 2014 FLORIDA BUILDING CODE WITH
AMENDMENTS.
®6� Lll�-Cu
n
806 DELAWARE AVENUE
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F: 772 460 4244
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COPYRIGHT 2017
I PROJECT
.TENT
ST. LUCIE COUNTY
BUILDING DIVISION
RE1/IEVeEt9
FOR COMPLI +C -
r REVIEWED BY
DATE
PLANS AND PE/ -WIT
MUS i LiC KEPT G JOB OR
I NO INE',1*70t`ION vt „L 1 I:�P"^F
i
CONSULTANTS
THESE PLANS AND ALL IROPOSFD WORK
ARE SUWECT TO ANY CORRECTIONS
RE0t'IRED DY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPUCOIA GI�g��,
CONCP.ALED FASTENERS OR An*IkSNTs
ARE THE RESPONSIBUY OF THE
CONTRACTOR OF RE(ARD
REGISTRATION
I
E...FF<
HAFT
ARC,
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
KEY PLAN
SHEET TITLE / SHEET NUMBER
PROJECT NUMBER t i
DATE 11 { l 0 o
02lF/ ie-U6f �� tT