HomeMy WebLinkAboutPlansCertification for Design Load Compliance
1. DESIGN CODE: Florida e9WVVF JTk1L code 2017 Edition w/20_ supplements using ASCE 7-10
2. Structure Design is: Enclosed 9 Partially Enclosed _ Open Building `�q
3. Risk Category: _I ,X II _ III _IV Exposure Category: _B _C � D Adjustment coefficient t q
4. Design Wind Velocity I�% mph _ASD LRFD End Zone Width _ft.
5. Mean Roof Height: 0 ft. Roof Pitch: A- :12 Parapet_ft.
6. Components 8 Cladding Design Pressure used: (PSF, based on Actual sq. fL @ 30 'MRH (worst case)
Zone 1>9 j6 Zone 2: 407Zone 3:-°1571 Zone 4:-44AZone 5:-01 Garage:_
7. Design Loads: Floor. 5D PSF Roof/Dead: IS' PSF Roof/Live 36 PSF Balcony: _PSF
Dock: _PSF Deck: bO PSF Stairs: P- PSF Fence:_ PSF Railing: 50 PAF
8. Were Shear Walls Considered for Structure? 4' Yes _Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? X Yes Not applicable Explain Why Not:
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE TO BE 5000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 5000 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 38' MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3'
BEAMS 1-112'
COLUMNS 1-1/2'
5. 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 AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE
7. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602/AC1530.0/ASCE6
8. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA
BUILDING CODE.
'NOTE: ALL FASTENERS, STRAPS, CLIPS, ETC... SHALL BE HOT DIPPED GALVINIZED OR STAINLESS STEEL
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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 2020
PROJECT
. DOOLE ADDITION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
BENCHMARK ENGINEERING
BOWDOIN G. HUTCHINSON P.E.
806 DELAWARE AVE.
FT. PIERCE, FLORIDA 34950
P.E. # 70878
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
O� c
PROJECT NUMBER
DATE S/6/2,w
( "-M-'r
F.H.A REQUIREMENTS DIST.
SEPTIC TO HOUSE ±8.9
SEPTIC TO WEST PROP. LINE16.9 QtTEEN:
SEPTIC TO NORTH PROP. LINE16.91 ISABELLA::uNDP-K
NAIDDISC
FOUND 518"
P.R.M. +62'ld ASPHALT IRON ROD @
@ P.l. CUL-DE-SAC ";: P.R.M. @ P.l.
p"r;.c.:::;,.r...,...... NOI.D.
FOUND 518" SET 112"
IRONROD IRON ROD
NO LD. C-2 LB #7893
�0
�O SEPTIC
O�G�
0� 1p9 .9.s f
° BUILDING \ �s
9.6' #124
S.O 19PLAT LIMIT4
S / '� BLOCK 1 69' O
NOTFOUND OR !yo SCREENED
SINWATER ��S ENCLOSURE
�q�ql PO L /� O 40
N � O
A. n
9 .'E)
O �O NOT
-BEAM SCHEDULE
D-1 # 5 DOWEL DRILLED 4" MIN. INTO EXISTING BL
EPDXY @ 24" O.C. VERT.
S-2 SUNDECK 8" (5000 PSI ) FORMED AND POUREE
SLAB WITH # 5 BARS @ 8" O.C. EACH WAY BOT
B-1 12" WIDE X 24" DEEP (5000 PSI) FORMED AND
TIE BEAM WITH 4 # 7 BARS BOTTOM AND MID
TOP WITH # 3 TIES @ 8" O.C.
B-2 16" WIDE X 24" DEEP (5000 PSI) FORMED AND
TIE BEAM WITH 8 # 7 BARS BOTTOM AND MID
TOP WITH # 3 TIES @ 8" O.C.
B-3 8" WIDE X 24" DEEP (5000 PSI) FORMED AND F
TIE BEAM WITH 4 # 7 BARS BOTTOM AND MID
TOP WITH # 3 TIES @ 8" O.C. AND # 5 DOWEL
EXISTING BEAM @ 12" O.C. SET IN EPDXY.
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AL11M (oG,
ARCHITECT
Archit¢cton4ic 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
DO OLE ADDITION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
BENCHMARK ENGINEERING
BOWDOIN G. HUTCHINSON P.E.
806 DELAWARE AVE.
FT. PIERCE, FLORIDA 34950
P.E. # 70878
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE I SHEET NUMBER
NUMBER Z oc� C4
IPROJECT
DATE 9/G I u ?p
r,i—=ccatT
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PRODUCT REVIEW
PRODUCT
OPENING
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
DESIGN
DESIGN
TYPE
PRESSURES
PRESSURES
(WORST CASE)
ROOF
ZONE 1.38.08
-191
EXTREME METAL
1.5" MECHANICAL
FL#
N/A
#10 X 1" MIN. PANCAKE WOOD SCREW TO PENETRATE
ZONE 2.63.47
FABRICATIONS
SEAM 0.32"
170ZZA
3/16" MIN. THRU BOTTOM OF SUPPORT, TWO (2)
ZONE 2-95.21
ALUM. ROOF
SCREWS PER 2" CLIP, CLIP SPACING 10"
PANEL
ROOF
ZONE 1.38.06
TRI-BUILT
UNDERLAYMENT
FL#
N/A
SELF -ADHERED
ZONE 2.63.47
S/A HTTU
16048.1
ZONE 2- 95.21
THE 5EAL HEREON 15 PKOVI DEU ONLY TO INDICAI E UUR REVIEW AN APPRUVAL FUR U5E OF PKUUULIS LISI EU FUK TH 1551 KULI URE. 7HE ACCEPTANLE OF THESE PRODUCTS AN 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 PRODUCTS.
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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 2020
PROJECT
DOOLE ADDITION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
BENCHMARK ENGINEERING
BOWDOIN G. HUTCHINSON P.E.
806 DELAWARE AVE.
FT. PIERCE, FLORIDA 34950
P.E. # 70878
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
EM
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PROJECT NUMBER Zo a
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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 2020
PROJECT
DOOLE ADDITION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
BENCHMARK ENGINEERING
BOWDOIN G. HUTCHINSON P.E.
806 DELAWARE AVE.
FT. PIERCE, FLORIDA 34950
P.E. # 70878
1 REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
INO.1 DATE I REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
A, 4OF 1p
PROJECT NUMBER
DATE 0lCe(Z,,�
Poo L r
FOUNDATION SCHEDULE
S-1 6" (5000 PSI) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING ON .006" VAPOR BARR
COMPACTED TREATED FILL.
F-1 12" X 12" THICKENED EDGE WITH 1 #.
F-2 16" DEEP X 18" WIDE MONOLITHIC FC
3 # 5 BARS CONTINUOUS.
F-3 16" DEEP X 24" WIDE MONOLITHIC FC
4 # 5 BARS CONTINUOUS AND # 5 TRP
O.C. DRILLED 6" MIN. INTO EXISTING I
F-4 12" WIDE X 24" LONG X 16" DEEP FOC
3 # 5 BARS AND 3 # 5 DOWELS DRILLE'
EXISTING FOOTING SET IN EPDXY.
F-5 24" WIDE X 36" LONG X 24" DEEP PAC
# 5 BARS @ 8" O.C. EACH WAY TOP AI
BARS @ 12" O.C. EACH WAY MIDDLE 1
EXISTING FOOTING SET IN EPDXY.
F-6 36" SQUARE X 24" DEEP PAD FOOTIN(
8" O.C. EACH WAY TOP AND BOTTOM
O.C. EACH WAY MIDDLE DOWEL 6" M
FOOTING SET IN EPDXY.
F-7 36" SQUARE X 24" DEEP PAD FOOTIN(
8" O.C. EACH WAY TOP AND BOTTOM
O.C. EACH WAY MIDDLE.
F-8 42" SQUARE X 24" DEEP PAD FOOTIN(
8" O.C. EACH WAY TOP AND BOTTOM
O.C. EACH WAY MIDDLE.
F-9 24" SQUARE X 24" DEEP PAD FOOTIN(
8" O.C. EACH WAY TOP AND BOTTOM
O.C. EACH WAY MIDDLE.
F-10 36" SQUARE X 12" DEEP PAD FOOTIN(
@ 12 O.C. EACH WAY.
I3-4"
t°(, °t:'
am
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 2020
PROJECT
DOOLE ADDITION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
BENCHMARK ENGINEERING
BOWDOIN G. HUTCHINSON P.E.
806 DELAWARE AVE.
FT. PIERCE, FLORIDA 34950
P.E. # 70878
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
A-5
NUMBER
IPROJECT
DATE 6/-/Ynzo
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I P ITUMGt� Fi�3'U�E.E tJ
ZA-1
saw
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P' S
ROOF SHEATHING NAILING ZONE INFO.
ZONEPI 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.
NOTES:
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.
NOTE:
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
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. 1.3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES W/ A MIN.'/," CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS '/." MIN.
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C— Qoo[-
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 2020
PROJECT
DOOLE ADDITION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
BENCHMARK ENGINEERING
BOWDOIN G. HUTCHINSON P.E.
806 DELAWARE AVE.
FT. PIERCE, FLORIDA 34950
P.E. # 70878
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
INO.1 DATE REVISION
KEY PLAN
' SHEET TITLE / SHEET NUMBER
PROJECT NUMBER oo
DATE a/c. /ujpp
pon tSs.