527 PELICAN KEY - PERMIT RES18-0049GENERAL NOTES
1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING
EDITION, ACI, NDS, APA AND ASCE7-10.
2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN
COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO
COMMENCING CONSTRUCTION.
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED
OTHERWISE ON THE PLANS.
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS,
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL,
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK.
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
FRAMING NOTES
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT.
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE
TREATED.
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
7. DIMENSION LUMBER
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH
SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND
LENGTH PER THE DETAILS.
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
CONCRETE NOTES
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST
EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,, AND ACI 301, LATEST
EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE".
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF /-) ALL CEMENT SHALL
CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2' INCHES FOR
FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL CONFORM TO ASTM ..33.
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3 00 PSI AT 28 DAYS.
4. 4" 3000PS1 CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIB RMESH OVER A 6 MIL.
VAPOR BARRIER AND TERMITE TREATED SOIL.
5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL,
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95%
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE
FOOTING.
6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFOR ING TO ASTM -A615. ALL
CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF
CONCRETE REINFORCEMENT".
7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC.,
AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED.
8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24",
WHICHEVER IS GREATER.
9. CORNER REINFORCEMENT SHALL BE LAPPED 25".
10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS
10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH
10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER
10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY
REINFORCEMENT.
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING,
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE
DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OFR CORD.
12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF
STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT.
13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF
STEM WALL MUST BE FILLED.
OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF
A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO
STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING
WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS
WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED.
OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POSE
B WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE Od
NAILS IN ALL HOLES.
BELOW:
8d = 0. 131 " x 2-1/2" SHEET INDEX
10d = 0.148" x 3"
12d = 0.148" x 3-1/4" S1.01 RENOVATION PLAN AND DETAILS
16d = 0.162" x 3-1/2"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN
AND/OR THE FOOTING DETAILS SHEET.
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
EPDXY NOTES
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER.
2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE:
HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL.
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
ACCORDANCE WITH APPLICABLE SAFETY LAWS.
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000
PSI AND TENSILE STRENGTH OF 2,300 PSI.
4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE
DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS
LAITANCE, DUST, DIRT, AND OIL.
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE
MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE
YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS
PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE
TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO
DO THE WORK.
LOAD TABLE COMPONENT AND CLADDING
ROOF: DESIGN PRESSURES
LIVE LOAD: 20.0 PSF
DEAD LOAD: 7.0 PSF
CEILING:
LIVE LOAD:
10.0 PSF
LIVE LOAD -STORAGE:
30.0 PSF
DEAD LOAD:
5.0 PSF
FLOOR:
-26.6
LIVE LOAD:
40.0 PSF
DEAD LOAD:
10.0 PSF
DECK LIVE LOAD:
50.0 PSF
WIND LOADS:
-27.2
WIND SPEED:
130 MPH
EXPOSURE:
C
IMPORTANCE:
1.0
BUILDING CATEGORY:
II
ENCLOSED BUILDING:
o
INTERIOR PRESSURE
O
COEFFICIENT:
0.18
ROOF PITCH: MATCH EXISTING
EFFECTIVE
AREA,SF
END ZONES, PSF
INTERIOR ZONES,
PSF
0-20
24.4
-32.0
24.4
-26.6
20-50
22.9
-28.8
22.9
-25.3
50-100
21.6
-27.2
21.6
-24.0
100-200
20.8
-24.4
20.8
-22.9
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