Seminole Road 2233 Unit 24 Damialo Long
To-nsulting Engineers
2223 SCHEL ST.
HER
JACKSONVILLE, FL 32204
TEL (904) 387-0889 FAX (904) 387-0899
JOHN MCNATT
2233 SEMINOLE RD.
SITE LOCATION INFORMATION UNIT #24
ATLANTIC BEACH, FL
RESIDENCE NAME: MCNATT
SITE ADDRESS: 2233 SEMINOLE RD. UNIT#24
ATLANTIC BEACH, FL
COUNTY: DUVAL COUNTY SCHEDULE OF REVISIONS
CURRENT ZONING: ATLANTIC BEACH
7
CONTRACTOR: JOHN MCNATT 6
CONTRACTOR ADDRESS: 2233 SEMINOLE RD. UNIT#24 5
ATLANTIC BEACH, FL
CONTACT: TAMMY LALLY 4
3
2
10 04/7/06 ISSUED FOR REVIEW
I I
REV, DATE DESCRIPTION OF CHANGES
NO. I
DRAWN BY: DCS CHECKED BY: GWO
SCALE: NTS JOB NO:03-064-06-061
CODE INFORMATION FIRST ISSUE: 04/7/06 PRINT DATE: 04/7/06
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH
THE 2004 EDITION OF THE"FLORIDA BUILDING CODE,
RESIDENTIAL EDITION .
Ov
_2
AREA TABULATION LOAD TABLE
OU
DIMENSIONS: THIS SITE IS EAST OF 1-95 AND IS IN THE WIND-BORNE DEBRIS REGION. W d
OVERALL DIMENSIONS:TAKEN FROM EXTERIOR WALLS THE STRUCTURAL THEREFORE IN DESIGNED AS PARTIALLY ENCLOSED
INTERIOR DIMENSIONS: TAKEN FROM STRUCTURAL AND DOES NOT NEED OPENING PROTECTION. 95
ME103ER(STUD OR BLOCK), NOT SHEETROCK. 119 MPH <
DIMENSIONS ARE IN SQUARE FEET. 1;k
lz
1 ST FLOOR 0 ROOF LIVE LOAD 20.0 PSF 0
2ND FLOOR 0 ROOF DEAD LOAD 7.0 PSF 0%i i _'m St
9
TOTAL ENCLOSED 0 CEILING LIVE LOAD 10.0 PSF
120 MPH 0
ATTIC/GARAGE 0 CEILING LIVE LOAD STORAGE 30.0 PSF APPROXIMATE
k
PORCHES 144 CEILING DEAD LOAD 5.0 PSF
LOCATION
....... ...............
TOTAL COVERED 144 FLOOR LIVE LOAD 40.0 PSF
FLOOR DEAD LOAD 10.0 PSF 115 MPH MCNATT RESE
WIND LOADS: ASCE7 120 MPH WIND. 2-
EXPOSURE C 33 SEMINOLE RD.
IMPORTANCE 1.0 IT
BUILDING CATEGORY 11 AT BEACHFL
ENCLOSED BUILDING:
DRAWING TITLE:
SHEET INDEX INTERIOR PRESSURE COEFFCIENT
10 9
ROOF PITCH VARIES
110 MPH "A,
SHEET SHEET DESCRIPTION 119 MPH R 0 2 0 0
NO. COVER SHEET
105 MPH
T-1 COVER SHEET 115 MPH
S-1 FOUNDATION AND FRAMING PLAN 95
120 MPli
DRAWING SHEET:
APP...
ATY OF At
BUILDINf-'..
MARI SHEET NO. I OF 2
DUVAL COUNTY WIND SPEED LINES 'y:
GEOFFY
E! kT R, E 417/06
BPI
ILE FL PROF 10 AL EN81 FER LIC.#59328
FL CERT FI TE OF UTHORIZATION
#26161
GENERAL NOTES
Damiano Long
1. CODES USED: 2004 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE7. ALL LATEST EDITIONS USED. Consulting Engineers
2X6 N0.2 JOIST AT 16" O.C. FASTEN y- 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION
C) 2X6 LEDGER BOARD FASTENED C) OVER THE WORK.
0 JOIST TOGETHER WITH 8d NAILS AT 6" TO EXISTING BAND BAORD WITH 0
m O.C. FASTEN AT EACH END WITH (2) ROWS OF 16d NAILS AT 6" m 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 2223 HERSCHEL ST.
LUS26-2 WITH (4) 16d NAILS IN O.C. STAGGERED 0 JACKSONVILLE, FL 32204
0 z
z HEADER/LEDGER (4) 16d IN JOIST �7 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN TEL (904) 387-0889 FAX (904) 387-0899
co V)
x CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS.
Lu
REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT
DESIGN IS SPECIFIED WITHIN THESE PLANS.
CONCRETE NOTES
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 2500 PSI AT 28 DAYS.
2. 6X6 W1.4 X W1.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 8". THE USE OF FIBERMESH SHALL BE
ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH = 1/2".
3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED OVER A 6 MIL. VAPOR BARRIER AND THE
SOIL SHOULD BE TREATED WITH TERMITE POISON PRIOR TO POURING.
4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETRIOUS
FASTEN END JOIST TO BEAMS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE
WITH HUS26-2C WITH (4) 16d FOOTING, JOHN MCNATT
HEADER/LEDGER AND (4) 16d 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. 2233 SEMINOLE RD.
NAILS IN JOIST (TYP 2) 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. UNIT #24
7. CORNER REINFORCEMENT SHALL BE LAPPED 25". ATLANTIC BEACH, FL
8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH
2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER
1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY RDNFORCEMENT. SCHEDULE OF REVISIONS
9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY MANNING BUILDING SUPPLY SHOULD BE USED FOR FOUNDATION CONSTRUCTION.
IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. 7
10. STEMWALL TO BE A MAXIMUM OF (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEMWALL WILL EXCEED 6 COURSES IN HEIGHT. 6
11. STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. 5
12. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST BE FILLED. 4
12"xl2xl2" DEEP FOOTING WITH (3) #5 BARS EACH WAY. 3
2
0 04/7106 ISSUED FOR REVIEW
3.5"01-1/4" 2.OE GLULAM LVL REV DATE DESCRIPTION OF CHANGES
6X6 No.2 YP POST 6X6 No.2 SYP POST-/ NO.
DRAWN BY: DCS CHECKED BY: GWO
DECK FRAMING PLAN SCALE: NTS JOB NO:03-064-06-061
FIRST ISSUE: 04/7/06 PRINT DATE: 04/7/06
3/4?p 1 9-001
201-61f
FASTEN END JOIST TO BEAMS WITH
y y HUS26-2C WITH (4) 16d NAILS IN
0 HEADER/LEDGER AND (4) 16D NAILS IN
0 EXISTING FOUNDATION IS MONOLITHIC
i --i JOIST (TYP 2)
m m
0 0 1 3.5"xll-1/4" 2.OE GLULAM LV
71 z
F-- T= L
V) (10
x x
LLI LLJ
\--�2 2-X6 DECK JOIST.
T�w\�,/2" A325 THROUGH BOLT.
,/,,-6X6 No.2 SYP POST. MCNATT RES.
03-064-06-061
2233 SEMINOLE RD.
UNIT #24
ATLANTIC BEACH, FL
DRAWING TITLE:
ABU WITH I" THREADED ROD
0 0 m 0 EMBEDDED 6" INTO FOOTING
-I EXISTING CONCRETE 4" SLAB WITH 6X6 x I
0) !�E- w 1 -0) WITH SIMPSON SET
0 n WIRE MESH ADHESIVE.
I FOUNDATION
Ld 71 VF
0
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FRAMING PLAN
C) 0
z z
0
m
CD
z m
DRAWING SHEET:
F-
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x
Ld
SECTION A-A
A NTS
A
SHEET NO. 2 OF 2
0 0
EXISTING CONCRETE PATIO
2'-8" 14'-4' 21-81'
19'-8'
GEOFF R ERr-PlIl 417106
FOUNDATION PLAN FLPR01--WE62140' L NMNEER C.959328
FL CERTIFItATIOF AUT ORIZATION
3/4" = 1 1-0" 1 26161