HomeMy WebLinkAboutPLANSNO,
ELEMENT
MATERIAL
(50 KSI)
DESCRIPTION
M1
ANGLE IRON
ASTM
513
L1-1
2"
X
1-1/2"
X 3
16"
M2
COLLAR TIE
ASTM
513
1-1-1/2"
X
1-1/2"
X 3
16"
M3
TOP CHORD
ASTM
513
1-1-1/2"
X
1-1/2"
X 3/ 16"
M4
BOTTOM CHORD
CENTER VERTRICAL
END VERTICAL
ASTM
513
L1-1
2"
X
1-1/2"
X 3
16"
M5
ASTM 513
L16" X 1-1/2" X 3 16"
M6
ASTM 513
L16" X 1-1/2" X 3 16"
M7
BEARING ANGLE
ASTM
513
L3" X
2"
X
3 8"
M8
DIAGONAL WEB
ASTM
513
L1-1
4"
X
1-1/4"
X 1
8"
STEEL TRUSS CROSS SECTION
2-1/2 $3 CARRIAGE BVOLTS
STEEL TRUSS
L3"X2"X3/8"
L WOOD POST (TYP.)
TOP VIEW SHOWING BOLTS
,, „
12
4
M 6
,
2X6" SOUTHERN YELLOW
PINE ROOF PURLINS @
24" ON CENTER.
(2)-#9-15x 1 -1 /2" HWH
TRUGRIP SCREWES EACH
SIDE OF THE CLIP.
PURLIN
NTS
2"X6" PURLIN-TYP.
BEARING ANGLE
SIDE VIEW SHOWING BOLT
0 0
UP SIDE
r�
DE
I U �Jm. PURLIN CLIP
VIEW OF PURLIN CLIPS
NTS
CONNECTION
LEGEND
" D - MEANS 1/4 " BEAD WELD
4
„D
1 >t4»„ D
3
2
BOLTS ARE ON
A 6" SPREAD.
WOOD POST (TYP.)
CONNECTION
MEANS 1/4 1) BEAD WELD
ON EACH SIDE OF THE
PURLIN CLIP.
® - RAT RUNS
TRUSS TO POST DETAIL
NTS R
NOTES F�
o f�F
co`d?
1 , SCREW 2X6" TO EACH PURLIN
WITH 4 — SDS25 SCREWS.
NOTE NO. 3 ON SHEET 2
2. USE (2) 1/2"0 X 7" CARRIAGE
File Copv
BOLTS THRU EACH STEEL JOIST TO
f
E(%_ems6"X6POST CONNECTION. RWEDFOR
CODE COMPLIANCE
NOTE N0. 5 ON SHEET 2 ST.LU I cp <<�11�1 s
USE (2) 1/2 " 0 X 9 " CARRIAGE I HEREBY CERTIFY: St. L
BOLTS T H R U EACH STEEL JOIST TO THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH
THE 6TH. EDITION OF THE 2017 FLORIDA BUILDING CODE, CHAPTER 3,
R FOR 156 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II)
" X lJ " POST S T CONNECTION. N N E C T 0 N ALONG WITH THE ENTIRE 2017 FLORIDA BUILDING CODE RESIDENTIAL._
EGI—ARCHITECTURAL AND ENGINEERING �-
c BEFORE DIGGING CALL DO NOT SCALE DRAWINGS DESIGN SERVICES, INC.
NOTE N 0. 5 0 N SHEET 2 William H. Roberts, P.E. 42712
SUNSHINE STATE ONE -CALL ❑F FLA The contractor shall verify all plans and existing dimensions
1-800-432-4770 and conditions on the job site and shall immediately notify 1003 South Alexander Street. Suite #
the engineer in writing of any discrepancies before Plant City, Florida 33563
FSS 93,240, SECTI❑NS 556,101-556,111 proceeding with the work or be responsible for same. TEL (813) 752-7078
REQUIRES MIN. OF 2 DAYS AND MAX, OF Architectural Business License #AA2600379
5 DAYS NOTICE BEFORE YOU EXCAVATE. Emails: rroberts.e I® mail.com trautwein_clemC�Poutlook.com FBPE Engineering Business Certification of DATE
g g Authority #32960 (NOT VAUD Wrtxaur EDR SEAL OR STAM
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CLEM TRAUTWEIN
SCALE
CHECX1D k APPROVED
(:FT 5-18-19
C
SHEET I OF
General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE FOOTINGS SHALL BE 3000 PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN
LIEU OF WELDED WIRE MESH.
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
5. ALL REINFORCING SHALL CONFORM TO ASTM A515, BE GRADE
50 (50 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40.
5. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE
3000 PSI MIN., 2" MINIMUM THICKNESS.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE 1, - ASTM C 150).
AGGREGATES - #5 STONE, ASTM C 33 SIZE NO. 57 LESS THAN
3/4".
AIR ENTRAINING +/- 1 % - ASTM C 250
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. FASTENERS:
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAVE TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHER AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE SIMPSON, HILTI, RAWL,
TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
5. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A553 CLASS
G-185.
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL
BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHER WISE.
C. ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
1. TYP - TYPICAL
2. SIM - SIMILAR
3. LION - UNLESS OTHERWISE NOTED
4. CONT - CONTINUOUS
5. VIF - VERIFY IN FIELD
D. RESPONSIBILITY:
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH 6th. EDITION OF THE 2017
FLORIDA BUILDING CODE, LOCAL ORDINANCES, ETC.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF RECORD OF ANY DISCREPANCIES
BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER.
4. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICE.
01
0
LOCATION MAP
NTS
(THE PROJECT CONSISTS OF PLACING A POLE
BARN ON THE JOSH KURTH PROPERTY.
THE PROJECT DOES NOT HAVE PLUMBING,
,ELECTRICAL OR MECHANICAL SYSTEMS.
BEFORE DIGGING CALL
SUNSHINE STATE ONE -CALL OF FLA
1-800-432-4770
FSS 93,240, SECTIONS 556.101-556.111
REQUIRES MIN, OF 2 DAYS AND MAX. OF
5 DAYS NOTICE BEFORE YOU EXCAVATE.
JOB DESCRIPTION: POLE BARN
1.CODE:
1.1 RESIDENTIAL, 6TH. EDITION OF THE 2017
FLORIDA BUILDING CODE.
1.1.1 RISK CATEGORY II
(RESIDENTIAL)
1.2 BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE (ACI 318-08)
1.3 "DESIGN SPECIFICATION FOR LIGHT
METAL PLATES CONNECTED TO WOOD
TRUSSES" BY THE TRUSS PLATE
INSTITUTE (TPI) LATEST EDITION.
2, DESIGN CRITERIA:
2.1 ROOFING MATERIAL TO BE METAL AS
NOTED ON THE SECTION PLAN ON
SHEET 2, ALONG WITH THE
FLORIDA APPROVAL NO.
2.2 WITHIN EXPOSURE "C" AREA.
FILE COPY
91�29FOORR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC n,
DRA WING INDEX
1. SITE PLAN, NOTES AND
DRA WING INDEX
2. SECTION PLAN
3. FOUNDATION PLAN
4. ELEVATION PLAN
5. TRUSS PLAN
PARCEL KEY: 2310-601-0002-000-7
WIND SPEED: 156 MPH
DO NOT SCALE DRAWINGS
The contractor shall verify all plans and existing dimensions
and conditions on the job site and shall immediately notify
the ei9Qqineer in writing of any discrepancies before
proceeding with the work or be responsible for same.
Emails: rroberts.egi®gmail.com trautwein-clem®outlook.com
I HEREBY CERTIFY:
THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH
THE 6TH. EDITION OF THE 2017 FLORIDA BUILDING CODE, CHAPTER
FOR 156 MPH ULTIMATE DESIGN WIND SPEED (RISK TEGO
ALONG WITH THE ENTIRE 2017 FLORIDA BUILDING COD RES) NTIAL�
EGI -ARCH ITECTU RAL AND ENGINEERING
DESIGN SERVICES, INC.
William H. Roberts, P.E. 42712
1003 South Alexander Street. Suite
Plant City, Florida 33563
TEL (813) 752-7078
Architectural Business License #AA260037
FBPE Engineering Business Certifiootion of
Authority #32960
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DRAWN
CLEM TRAUTWEIN
SCALE:
CHECKED &APPROVED
CET 5-18-19
? SHEET OF 5
Y4
�M. moad I
1
VAUD WRHOUT FOR SEAL OR
N OTES
1 . USE J 14 SDS SCREWS AT EACH
2X6" AT 9" ON CENTER MAX FOR
METAL SHEETHING.
2. BUCKET/CLIPS ARE WELDED TO STEEL JOIST.
3. SCREW 2X6" PURLINS, TO THE BUCKETS
WITH 4 — SDS25 SCREWS.
4. USE (3) 1 /21)0 X 1 1/2 ))
THRU BOLTS AT EACH STEEL
JOIST END PLATE CONNECTION.
5A. B0LTS2TH1RU2 7 EACH STEE JO CARRIAGE
JOIST TO
6"X6" POST CONNECTION.
5B. USE (2) 1 /2)10 X 9" CARRIAGE
BOLTS THRU EACH STEEL JOIST TO
8"X8" POST CONNECTION.
5C. USE (2) 1 /2"b X 12" CARRIAGE
BOLTS THRU EACH STEEL JOIST TO
10"X10" POST CONNECTION.
6A. 6" X 6" P.T. POST, 0 REQUIRED.
613. 8" X 8" P.T. POST, 10 REQUIRED.
6C. 10" X 10" P.T. POST, 0 REQUIRED.
7. NO. 5—REBARS PLACED AS NOTED
AND SUPPLIED BY THE CONTRACTOR.
8A. 18" DIA. AUGURED HOLES BY
THE CONTRACTOR.
USED IN THE 120-139 MPH WIND ZONE.
8B. 24" DIA. AUGURED HOLES BY
THE CONTRACTOR.
USED IN THE 140 TO 159 MPH WIND ZONE
8C. 36" DIA. AUGURED HOLES BY
THE CONTRACTOR.
USED IN THE 150 TO 180 MPH WIND ZONE
9. COLLAR TIE BOLTS TO BE 1/2 X 13 X 1
MACHINE BOLTS, 2 REQUIRED AT EACH END.
10. REQUIRED BOLTS AND 5DS
SCREWS ARE SUPPLIED BY
THE MANUFACTURER.
11. ALL CONCRETE USED ICJ THE
HOLES TO BE 3000 P5I•
12. VARIOUS FLOORING PER, CLIENT,
NOT SUPPLIES PER MANUF.
13. OWNER AND/OR CONTRACTOR TO
CHECK THE LOCAL BUILDING
CODES AND SETBACKS BEFORE
STARTING CONSTRUCTION.,,,,,,,,,,,,,,,,,,,,,,,
14. FLORIDA APPROVAL NUMBER FOR.
29/25 GAUGE ROOFING AND SIDING:
* F7I G��� F�R-d . . - - - -
15. FLORIDA APPROVAL NUMBER FOR.
ASTA DOOR CORPORATION — ROLL UP DOOR
MODEL 203 WINDLOCK COMMERCIAL DOOR
* FL 8888—R3
15, FLORIDA APPROVAL NUMBER FOR.
3'-0"X5'-8" MAN DOOR
MODEL THERMA—TRU FL 21132
17. FLORIDA APPROVAL NUMBER FOR.
ALENCO WINDOWS —NON IMPACT * FL 14039
NOTE: VARIOUS ITEMS
WITHIN
THE
GENERAL
NOTES
DO
NOT
APPLY
TO
THIS
PROJECT.
29 GA. GALVALUME METAL ROOFING.
COLOR: GALVALUME
2X6" PURLINS AT 24" ON
CENTER AND FASTENED TO
THE 18 GA. BUCKETS WITH
(4) SDS 25 SCREWS (2 EACH
SIDE). THE BUCKETS ARE WELDED
TO THE STEEL JOIST.
16" STEEL JOISTS
PER MANUF.
0
n
0
0
1 1/2" X 1 1/2" X 3/16" ANGLE
I
1 1 /4" X 1 1 /4" X 1 /8" ANGLE
I �
I
1 1/2" X 1 1/2" X 3/16" ANGLE j
JOIST FOR USE ON BUILDINGS 24' TO 40'
JOIST SECTION
NTS
12
31—
COLLAR TIE
1 1/2" X 1 1/2" X 3/15"
FOR BLDGS UP TO 32 -38
LENGTH TO BE 10' LONG.
NOTE
TYPICAL RAT RUN FASTENED TO
THE 18 GA. BUCKETS WITH (4)
SDS SCREWS (2 EACH SIDE). THE
BUCKETS ARE WELDED TO THE
STEEL JOIST.
C
Iv IV GRADE f Iv
29 GA. GALVALUME METAL ROOFING.
COLOR: GALVALUME
2X6" PURLINS AT 24" ON
CENTER AND FASTENED TO
12 THE 18 GA. BUCKETS WITH
-j3 (4) SDS 25 SCREWS (2 EACH
SIDE). THE BUCKETS ARE WELDED
�� TO THE STEEL JOIST.
16" STEEL JOISTS
PER MANUF. —
SECTION LAYOUT �-- Ia--
_I—
I as
L° all
I4
1 a r_A RI Ir VFTC Pr)P PI IPI INIG
TYPICAL JOIST SIDE SECTION
NTS USED FOR 12" AND 16" JOISTS
GALVALU M E
METAL ROOFING.
101
18 GA. PURLIN CLIP
0
F_
V)
0
a
LL
0
0
F_
(1)-#9X1 1/2" WOOD SCREW
W/WASHER, 2 PER FLAT ON
LAST SHEET.
2X6" SOUTHERN YELLOW
PINE ROOF PURLINS @
24" ON CENTER.
METAL TRUSS -SEE I I _ �-- (2)-#9X1 1/2 " SCREWS ON
SPECIFICATIONS J� EACH SIDE OF THE CLIP.
PURLIN CONNECTION
I HEREBY CERTIFY:
THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH
THE 6TH. EDITION OF THE 2017 FLORIDA BUILDING CODE, CHAPTER 3,
FOR 156 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II)
ALONG WITH THE ENTIRE 2017 FLORIDA BUILDING CODE,RESIDENTIAL.
ENGINEERING
BEFORE DIGGING CALL
DO NOT SCALE DRAWINGS
DESIGNCSERVICES,A INCND
SUNSHINE STATE ONE -CALL OF FLA
The contractor shall verify all plans and existing dimensions
William H. Roberts, P.E. 42712
1003 South Alexander Street. Suite
1-800-432-4770
and conditions on the job site and shall immediately notify
Plant City, Florida 33563
FSS 93,240, SECTIONS 556,101-556.111
the engineer in writing of any discrepancies before
proceeding with the work or be responsible for some.
TEL (813) 752-7078
REQUIRES MIN, OF 2 DAYS AND MAX, OF
License #AA2600379
Architectural BussIIPE
Emails: rroberts.egi®gmail, com troutwein_clem®outlook.com
DATE
(NOT VAJD WITHOUT FOR SEA. OR STAMP)
5 DAYS NOTICE BEFORE YOU EXCAVATE,
Enginess
AB hortyg#32960 Business Certification of
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48
12' 12'
12' 12'
8" POST 8" POST
8" POST 8" POST 8" POST
1728
S.F,00
FINISH GRAGE
PER
SITE
RIDGE LINE
1
RIDGE LINE
- _
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-- -- -- - -- --
00
GAO
8" POST 8" POST
8" POST 8" POST 8" POST
12' 12'
12' 12'
48'
BEFORE DIGGING CALL
SUNSHINE STATE ONE -CALL OF FLA
1-800-432-4770
FSS 93.240, SECTIONS 556.101-556,111
REQUIRES MIN. OF 2 DAYS AND MAX. OF
5 DAYS NOTICE BEFORE YOU EXCAVATE
DO NOT SCALE DRAWINGS
The contractor shall verify all plans and existing dimensions
and c(nditions on the job site and shall immediately notify
the engineer in writing of any discrepancies before
proceeding with the work or be responsible for same.
Emails: rroberts.egi@gmail.com troutwein—clem®outlook.com
ti
q
44
0
0
FOR
LIANCE
I HEREBY
CERTIFY:
THAT THE
CONSTRUCTION
PLANS SHOWN ARE IN
COMPLIANCE WITH
THE 6TH.
EDITION OF THE
2017 FLORIDA BUILDING CODE, CHAPTER
FOR 156
MPH ULTIMATE
DESIGN WIND SPEED
(RISK CA.T� --CRY
ALONG WITH
THE ENTIRE 2017
FLORIDA BUILDING CODE.
RESIDENPAL.
EGI—ARCHITECTURAL AND ENGINEERING /
DESIGN SERVICES, INC.
William H. Roberts, P.E. 42712 f
1003 South Alexander Street, Suit #5
Plant City, Florida 33563
TEL (813) 752-7078
Architectural Business License #AA260 3796 1
FBPE Engineering Business Certification of p
Authority #32960 AUD WITHOUT FOR SEAL OR STAMP)
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CHECKED & APPROVED
5-18-19
C19
SHEET 3 OF 5
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SCALE:
3 8"=1'-0"
CHECKED & APPROVED
CET 5-18-19
C>9981
SHEET 4OF
5
n
r� n'
/,-- FACIA BOARD
1 ' 12' 12' 12' 12' 1 '
2X6" PURLIN TYP.
AT 2' O.C.
2X6 PURLIN TYP.
AT 2' O.C.
2X6 PURLIN TYP.
AT 2' O.C.
— RAT RUN PER MANUFACTURE
2X6" PURLIN TYP.
AT 2' O.C.
— — — — — — — — — — — —
RAT RUN PER MANUFACTURE
�
— — — — — — — — — — — —
— — — — — — —
— — — — — — — — —
_ RIDGE LINE
_ _ _RIDGE LINE
RAT RUN PER MANUFACTURE
2X6" PURLIN TYP.
AT 2' O.C.
2X6" PURLIN TYP.
AT 2' O.C.
— —� — — — — — —
— — — — — — — — — — —
�RAT RUN PER MANUFACTURE
— — — — — —
— — — — — — — — — — —
2X6" PURLIN TYP.
AT 2' O.C.
2X6" PURLIN TYP.
AT 2' O.C.
E
El
1, 12'
12'
12'
12'
1 '
50'
FACIA BOARD
BEFORE DIGGING CALL
SUNSHINE STATE ONE -CALL OF FLA
1-800-432-4770
FSS 93.240, SECTIONS 556.101-556.111
REQUIRES MIN, OF 2 DAYS AND MAX, OF
5 DAYS NOTICE BEFORE YOU EXCAVATE
DO NOT SCALE DRAWINGS
The contractor shall verify all plans and existing dimensions
and conditions on the job site and shall immediately notify
the etigineer in writing of any discrepancies before
proce@ding with the work or be responsible for same.
Emails: rroberts.egi®gmail.com trautwein_clem®outlook.com
g
U
LL
q
M�
} REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNT`
EOCC
I HEREBY
CERTIFY:
THAT
THE
CONSTRUCTION
PLANS SHOWN ARE IN
COMPLIANCE WITH
THE 6TH.
EDITION OF THE
2017 FLORIDA BUILDING
CODE, CHAPTER
FOR
156
MPH ULTIMATE
DESIGN WIND SPEED
(RISK CATEGDRY/
ALONG
WITH
THE ENTIRE 2017
FLORIDA BUILDING CODE,
RESIDENTIAL!
EGI-ARCH ITECTURAL AND ENGINEERING
DESIGN SERVICES, INC. Y "_
William H. Roberts, P.E. 42712
1003 South Alexander Street, Suite #5
Plant City, Florida 33563
TEL (813) 752-7078
Architectural Business License #AA260037 6 —
FBPE Engineering Business Certification of DATE
Authority #32960 iO WITHOUT FOR SEAL OR
loon
IMMEMEMEME
0
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■■■■■■■■■
_�
1s�—_— -
III
■I
IN
■I
IN
■■■■■■■■■
1LL-
■■■■■■■■■
Ln
•
•
• 0LLJ
•
I
DRAWN
CLEM TRAUTWEIN
SCALE:
CHECKED & APPROVED
CET 5-18-19
SHEET 5 OF 5