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3:
ll�l A EPDXY NOTES a.
GENErxl-%L NOTES. <
1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER >-
EDITION,ACI, NDS,APA AND ASCE7-1 0. 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 ENGIh EER.
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2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 5;
OVER THE WORK. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 9 w
CODES AND AUTHORITIES HAVING JURISDICTION 0
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE:
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3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO
COMMENCING CONSTRUCTION. HILTI W150, HILTI HSE2421,SIMPSON STAONG-TIE SET OR APPROVED EQUAL. Z
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LL BE ASSUMED TO BE TYPICAL DETAILS FOR IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS
4. DETAILS FOUND WITHIN THESE DRAWINGS SHA E 0
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. IN TALL IN z
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ACCORDANCE WITH APPLICABLE SAFETY LAWS. M p
OTHERWISE ON THE PLANS. 0 a. 0
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5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 uwj
PSI AND TENSILE STRENGTH OF 2,300 PSI. ui :3
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. a co
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER TI-AN THE
ASSUMING 200OPSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
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6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PI;IOR TO V_ V_
C4 1�_ I
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS 1�
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WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE,DUST, DIRT,AND OIL.
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7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE z
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EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THkN FIVE ro
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NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS w Z C-4
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING rO THE
DOCUMENTS AND/011 ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TRAINING SHALL BE SUBMITTED TO THE ENGINEERIARCHITECT ALONG WITH THE PROPOSAL TO
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK.
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. LOAD TABLE COMPONENT AND CLADD114G z
CONCRETE NOTES ROOF: DESIGN PRESSURES
LIVE LOAD: 20.0 PSF
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST DEAD LOAD: 7.0 PSF EFFECTIVE INTERIORZONES,
EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST AREA, SF END ZONES, PSF PSF 0 w
EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" cr)
CEILING: cir)
ALL CEMENT SHALL LIVE LOAD: 10.0 PSF 0-20 28.9 -37.9 28.9 -31.5 Z w 04
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/ z clq
CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE IY2" INCHES FOR LIVE LOAD-STORAGE: 30.0 PSF W m
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DEAD LOAD: 5.0 PSF 20-50 27.1 -34.0 27.1 -29.9 0
FOUNDATIONS,AND%4"FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. w u-
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FLOOR: 50-100 25.6 -32.2 25.6 -28.4 U) <
LIVE LOAD: 40.0 PSF Lu X
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS.
DEAD LOAD: 10.0 PSF 100-200 24.6 -28.9 24.6 -27.1
DECK LIVE LOAD: 50.0 PSF <
4. 4" 300OPSI CONCRETE SLAB WITH 6X6 WIA X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. III
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VAPOR BARRIER AND TERMITE TREATED SOIL. WIND LOADS: co
WIND SPEED: 130 MPH m Z
5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, Z
EXPOSURE: D
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95%
IMPORTANCE: 1.0 0 0
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE BUILDING CATEGORY: 11 <
FOOTING.
ENCLOSED BUILDING: 0
6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL INTERIOR PRESSURE
CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN COEFFICIENT: 0.18
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF ROOF PITCH: MATCH EXISTING U)
CONCRETE REINFORCEMENT" 0
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. w
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9. CORNER REINFORCEMENT SHALL BE LAPPED 25". c�
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10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 0 CL
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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 OF RECORD. U)
12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT.
13. WHERE THREADED RODS ARE EMBEDDED 12- INTO STEMWALLS, THE TOP TWO COURSES OF
14. STEMWALL MUST BE FILLED.
FRAMING NOTES
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION. z
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. 00 04
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6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. c; 60 V
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7. DIMENSION LUMBER 0 V v
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 0 00
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 0 U.U.
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
04
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND C14
m
LENGTH PER THE DETAILS.
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8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED x v too
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9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN 0" VW4 AY J#
AND/OR THE FOOTING DETAILS SHEET. rL N
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. �5 8
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OFFICE COPY
Sheet No.
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REOUIREMENTS AND CONDITIONS
REVIEWED BY:. DATE-11/2-1-7
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JOISTS WITH(2)3/16"GALV DECK JOISTS WITH(2)3/16"GALV DECK BAND WITH LUS28.
FASTEN EACH END WITH LUS28,ALL SCREWS AT EACH INTERSECTION. SCREWS AT EACH INTERSECTION. WA JV4j�
HOLES FILLED WITH 10d NAILS. 2X12 BAND BOARD BOLTED TO all
0. 12`45 BARS DRILLED THROUGH E
2XI�JOISTS AT 16"O.C. FASTEN TO 2X8 JOISTS AT 16"O.C.FASTEN TO EXISTING WITH(2)ROWS OF lr2"LAG
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NOTE: FOR THIS D IL, IF EXISTING FOOTING IS CONTINUOUS IT MUST BE 16
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MUST BE MINIMU 2X12.IF NEITHER CONDITION IS SATISFIED,SEE DETAILS/??
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PICAL DECK DETAIL LT. DECK POST DETAIL. LOO SECTION- LOOR SECTION- LT. S CTION AGAINST EXISTING
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HOLES FILLED WITH 10d NAILS. ISTING NTH(2)ROWS OF 112"LAG
HOLES FILLED NTH 10d NAILS.
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PLATE.FILL ALL HO NTH 10d NAILS. eo''.
ELEVATION VIEW ELEVATION VIEW EXISTING FIRST LEVEL WALL.
Sheet No.
IDE ELEVATION- ORNER ELEVATION- ECK tO EXISTING EADER IN EXISTING WALL
3/41' 11-011 2 3/4" 1 1-011 3 3/4" V-0" 4 3/491 1 1-011
S2001
OFFICE Copy
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