1671 BEACH AVE - REVISION FRAMING CM(OF ATLANMnC BEACH
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OFFICE COPY Admdc&a*Ho"32233
Tckpbom(904)247-59W
FAX(904)247-584S
REVMON REQUEST SHEET
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GENERAL NOTES EPDXY NOTES
1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND DTHER
EDITION,ACI, NDS,APA AND ASCE7-1 0. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR PDXY
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GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGIN'=ER.
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE w
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2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED 10 THE w
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
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 HY1 50,HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL.
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4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURERS SPECIFICATIONS
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THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
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OTHERWISE ON THE PLANS. ACCORDANCE WITH APPLICABLE SAFETY LAWS.
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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
cl) W
PSI AND TENSILE STRENGTH OF 2,300 PSI. uj D
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS.
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT MAX FIVE COURSES TALL. S2
4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/80 GREATER THAN THE
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED
DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
ASSUMING 200OPSF SOIL CAPACITY. 'X8-CMU PIER.FILL CELLS
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WITH 3000 psi CONCRETE co
5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS,
AND#5 VERTICAL BAR
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS
WATERPROOFING,MECHANICAL,PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT,AND OIL. w a
VERTICAL REINFORCEMENT
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TO HAVE 12"BEND AT
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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 E Y THE OM AND BE EMBEDDED z
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4"INTO TOP COURSE.
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED 14 THIS w Z
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING T3 THE SEE NOTES FOR F001ING
SIZE.
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO
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TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK.
FOOTING TO BEAR ON FIRM
UNDISTURBED SOIL.
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. SHEATHING NOTES 1��R FOOTING
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CONTRACTOR TO VERIFY OR INSTALL
FOR WALL SHEATHING:
CONCRETE NOTES REQUIRED BEAM IN TABLE ON THIS SHEET.
I. USE EXPOSURE 1 APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN
1. ALL REINFORCED CONCRE I F WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C.IN FIELD. _BM1
EDITION, OBUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",AND ACI 301, LATEST 2. 5/160 HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS EXISTING 16-BEAM ;o
EDITION,-SPECIFICATIONS FOR STRUCTURAL CONCRETE' AT 6-O.C.ON EDGE,8-O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4-O.C. TO REMAIN.
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2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF ALL CEMENT SHALL FOR ROOF SHEATHING:
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CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %* INCHES FOR I. USE EXPOSURE I APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LES�3)THAN cn
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FOUNDATIONS,AND Y40 FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12-O.C.IN FIELD. w LL
BEAM SCHEDULE
2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPAN, WITH >
14'-7"
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STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TC FIELD
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3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. CONDITIONS, BLOCK PANELS AT 12"O.C. MARK PLIES MATERIAL DEPTH
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4. 4" 300OPSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2* FIBERMESH OVER A 6 MIL. FOR FLOOR DECKING: <
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BMI EXISTING 16"
VAPOR BARRIER AND TERMITE TREATED SOIL. I. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24,AND NOT LESS
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THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. BM2 2 1.75"2.OE LVL 16 z
5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 2. USE OF APA RATED STURD-1-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 2 AND --------
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COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MINIMUM 3/4THICKNESS.
BM3 3 1.75"2.OE LVL 16"
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MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE A c B
FOOTING.
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6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL LOAD TABLE COMPONENT AND CLADDING
CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF ROOF: DESIGN PRESSURES 10�
CONCRETE REINFORCEMENT" LIVE LOAD: 20.0 F-Sr VERIFY DIMENSIONS IN FIELD DURING
DEAD LOAD: 7.0 PSF EFFECTIVE INTERIOR ZONES, CONSTRUCTION.VARIATIONS UP TO
END ZONES, PSF
7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AREA, SF PSF 3"ARE ACCEPTABLE.VARIATIONS
AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. CEILING:
OVER 3"REQUIRE EOR APPROVAL.
LIVE LOAD: 10.0 PSF 0-20 28.9 -37.9 28.9 �-31.5
8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", LIVE LOAD-STORAGE: 30.0 PSF
WHICHEVER IS GREATER. DEAD LOAD: 5.0 PSF 20-50 27.1 -34.0 27.1 -29.9
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9. CORNER REINFORCEMENT SHALL BE LAPPED 25". FLOOR: 50-100 25.6 -32.2 25.6 -28.4 BM2 VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING.NUMBER OF c�
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LIVE LOAD: 40.0 PSF STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS.FASTEN BEAM TO
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10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; DEAD LOAD: 10.0 PSF 100-200 24.6 -28.9 24.6 -27.1 STUD GROUP WITH(2)MSTA24. FASTEN STUD GROUP TO FOOTING 5 0 -60
10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH DECK LIVE LOAD: 50.0 PSF 20
WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS
10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER WITHIN 12-OF BEARING,NO LTT20B IS REQUIRED.
10.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY WIND LOADS:
REINFORCEMENT. WIND SPEED: 130 MPH VERIFY OR INSTALL 6x6 POST UNDER BEAM BEARING.FASTEN BEAM
EXPOSURE: D TO POST WITH(2)MSTA24. FASTEN POST TO FOOTING WITH ABU66.
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, IMPORTANCE: 1.0 USE 10d NAILS IN ALL HOLES.
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE BUILDING CATEGORY:
BEAM TO BEAM CONNECTION: HHUS5.50/10,ALL HOLES WITH 16d
DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. ENCLOSED BUILDING:
INTERIOR PRESSURE NAILS.
12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF COEFFICIENT: 0.18 z z
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. ROOF PITCH: MATCH EXISTING
13. WHERE THREADED RODS ARE EMBEDDED 12- INTO STEMWALLS, THE TOP TWO COURSES OF
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STEMWALL MUST BE FILLED.
14. 0
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FRAMING NOTES
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1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING
247)Q4"xl 2"DEEP FOOTING
CODE, RESIDENTIAL EDI-11ON AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION. DIMENSIONS ARE APPROXIMATE. WITH(3)#5 BARS EACH WAY
CENTER ALL FOOTINGS UNDER
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NEW POST BEARINGS.SEE DETAIL 30wx3O*xl2w DEEP FOOTING
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
1/Sl.Ol FOR PIER DETAILS. WITH(3)#5 BARS EACH WAY
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE 0 LL
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER
U.
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.
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6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
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7. DIMENSION LUMBER
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
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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
ccl
LENGTH PER THE DETAILS.
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8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED cc -5
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BELOW: In
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V_ M5
8d=0.131"x 2-1/2" C, C
10d=0.148"x 3" cm COO
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12d=0.148*x 3-1/4"
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. ID f-
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. M A 4
rx/-%MING PLAN
1/4"=V-0"
GEOFFREY W.GARTNM P.E.59=
05-31-16
OFFICE COPY
Sheet No.
REVISION simol
BP#
_46-7-
DATE G
SIGNED,���
OF
CITY OF AnANTIC BEACH
OFFICE COPY No sawook ft"
Admfic bmk Ro"32233
Te4pbome(904)247-SOM
FAX(904)247-5845
REVISION REQUEST SHEET
Dft: 6-7-16 Received br._ —egAmmmu.
Plus lwww' Nwnbw._ I Co -R A pi p--i L4 I
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Addrm 1671 Deach Ave
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