HomeMy WebLinkAboutFoundation PlanARCHITECT
PRODUCT REVIEW
PRODUCT
OPENING
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
DESIGN
DESIGN
TYPE
PRESSURES
PRESSURES
(WORST CASE)
WINDOWS
ZONE 4-26.6
-30
ATRIUM WINDOW
SEISES 150/160
FL#
NON-
#10 SELF TAPPING SCREWS THROUGH THE FIN OF -
ZONE5-31.46
AND DOORS
S.H.
20100.3
IMPACT
SUFFICIENT LENGTH TO ACHIEVE A MINIMIM OF
THREADS PENETRATION BEYOND METAL FRAME
SUBSTRATE @ 12" MAX. O.C., 2" ON CORNERS AND W
EDGE DISTANCE
DOOR
ZONE 4-26.6
-80
JELD WEN
CONTOURS STEEL
FL#
IMPACT
#12. SMS SCREW @ 12" O.C., 6" ON CORNERS,1-114"
ZONE 5.31.46
EDGE
11136.2
MIN. EMBEDMENT AND 2-2/2" EDGE DISTANCE
ROLL -UP DOOR
ZONE 4-26.6
-22.7
JANUS
SERIES 110
FL#
NOW
#12-14 X 1" LONG SELF DRILLING PANCAKE HEADS @
ZONE 5-31.46
INTERNATIONAL
21450.2
IMPACT
12" O.C. WITH 1-1/Z" MIN. EMBEDMENT
SHUTTER
ZONE 4 -26.6
-60-
EASTERN METAL
BERTHA
FL#
IMPACT
#12 SELF TAPPING SCREWS @ 6" MAX. O.C.1-3/4" MIN.
ZONES-31.46
SUPPLY
11968.1
EMBEDMENT ANDS" MIN. EDGE DISTANCE
ALL OTHER COMPONENTS PRE-ENGINEERED METAL BUILDING
THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF
ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
THIS OFFICE FOR THESE PRODUCrS.
1
,
THIS IS AN AFTER THE FACT PERMIT
REQUIRING WORK TO BE DONE
SCOPE OF WORK TO BE DONE:
ADD FRAMING PER SECTIONS FOR LEAN-TO AND ICE MACHINE COVER
ADD STRAPPING PER DETAALS
ADD FRAMING TO CARPORT PER DETAILS.
INSTALL HEADER PER POINT BEARING HEADER DETAIL
3t 110) tL(,) IN
14z C
%,1 Izo/Z'M
Rz�
MUxR
ELECTRICAL LOAD CALCULATION
1870 S.F. @ 4.5 VA = 8415VA
COMPRESSOR = 5000VA # Go CU G.Qr ,cl
ICE MACHINE = 1500VA
TOTAL = 14915VA
14915 = 62 AMPS
240
PROVIDE 125AMP SERVICE l;LF C T-- I C F—
FOUNDATION SCHEDULE
S-1 4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING ON .006" VAPOR BARRIER OVER CLEAN C. r7 f
COMPACTED TREATED FILL.
F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-2 12" DEEP X 16" WIDE MONOLITHIC FOOTING WITH
2 # 5 BARS CONTINUOUS.
D
s
0
0
N
r
�i
,
Certification for DBsiDn Load Compliance(
1. DESIGN CODE; Florida I�$r101tJ�1ilr�code 2017 Editl n w/201_ supplements using ASCE 7-10
2. Structure Design is: _ A Enclosed ______ Partially En losed ���_ Open Building REVIEWED FOR
3. Risk Category: K I _II_III _IV Exposure C tegory: —B AC--_DAdjustmentcoefficient t.Zl. CODE �+OM.PfL�A►NE++E
4, Design Wind Velocity _ mph ASD _LRFD End Zone Width _ft, v
6. Mean Roof Height: 1+ft. Roof Pitch: Z, :12 Parapet-ft. ST. LUCIE COUNTY
6, Components &Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 'MRH (worst case) BOCC
Zone 1:-7-111 zone 2:-"if Zone 3!-iffl GZone 4:- Z4�Zone 50—hye-Garage: Z13 i
7. Design Loads: Floor: 75' � ,/
PSF Roof/Dead: PSF Roof/Live � PSF Balcony: ,_PSF
Dock: _PSF Deck: _PSF Stairs:_ PSF Fence:_ PSF Railing: _PSF
8. Were Shear Walls Considered for Structure? ' 'Yes _Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? L Yes _Not applicable Explain Why Not:
10, Minimum soil bearing pressure 2000 P.S.F.
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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 2020
PROJECT
PHILLIP'S GARAGE
ST. LUCIE: COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
pFFLOR
O1: Li
���SrFREa
MI AIA
AR96898
REVISIONS
NO.
DATE
REVISION
4—E]
KEY PLAN
JUN S Q 2020
ST. Lucie County, Permitting
SHEET TITLE / SHEET NUMBER
-A ti l
b
NUMBER 2cJas(
IPROJECT
DATE (G,llitZoZC,
MAXIMUM HEADER SPAN
S-O' 1 6'-0' 1 9'-0' 1 12'-0' 1 15'-0' 1 18'-0'
WALL HEIGHT STUD SPACING
I 1
1
z
1 2
1 2
1 2
1 I OF WADER SRO SUPPORTING END OF HEADER
10'-0. OR LESS 18. O.C.
2
2
3
3
3
3
r OF ilA1 'M SRp AT EACH DO OF WADER
10'-0. OR MOK 18' OX.
2
2
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ORPPIE SrtpS (NOT REDID FOR
HEADER ((jW,N��E 7 X 12' W� 2' PLYWOOD
SPACER 4iUtL A1ND NAND W/I NAYS 0 8'
O.C. STAOSERtED BOTH SIDES)
STRAP EACH SND AS REOUREO WITH SWIPSON
ISTA 18 OR HITS 16 WITH 14-101) NAILS -
HEADER SITpS
FULL LENGTH saps
NOTE SNIPSOH 18' FLAT STRAP MAY
REPLACE MTS 16 OR EQUAL AT HEADER ONLY
STRAP EACH SHAD AS REQUIRED WIM —
S6IPSON SP4 at SPB WITH 6-10d X 1 1/2'
NAILS
P.T. BOTTOM PLATE -_
OF 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,C 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 .
1/39/32" CCDX 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.
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REVIEWED FOR
r,(,E COMPLIANCE
aT. LUCIE COUNTY
BOCC
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PIPE COLUMN
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W,ARCHITECTON ICINC.CO M
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
PHILLIPS GARAGE
ST. LUCID COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
SEAL
to ' `0xv
MI
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
A 2
NUMBER $ 1
IPROJECT
DATE T?(171Z0zo
1
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