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SQUARE FOOTAGES °FaLL
Square footage numbers were taken from Property Appraiser's website- COMPLIANCE METHOD
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THE DESIGN CONSISTS OF AN ADDITION WHICH WAS PERFORMED UNDER CHAPTER 11, O w
EXISTING: OF THE FLORIDA BUILDING CODE 5TH EDITION(2014)EXISTING BUILDING. 2 z
BASE: 1,332 02
FINISHED UPPER STORY: 1,632 z
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BALCONIES: 192
FINISHED OPEN PORCHES: 521TYPE OF CONSTRL;CTION.......... TYPE V-B w z ¢ o 0
FINISHED GARAGE: 420 OCCUPANCY CLASS..................... GROUP R-3
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4,097 INDEX OF DRAWINGS .wAPPLICABLE CODES:
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1.FL.BUILDING CODE 5TH EDITION-EXISTING BUILDING CVR COVERSHEET 0 o g
NEW BALCONY ADDITION: 48 2.NAT'L ELECTRICAL CODE 2008 A-1 EXISTING&PROPOSED FLOOR PLANS U a
A-2 PROPOSED ELEVATIONS
FINISHED OUTDOOR STORAGE: 120 3.FFP CODE 2010 w
4.ATLANTIC BEACH LAND DEVELOPMENT CODE 0 m
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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 OTHER - O
EDITION,ACI,NDS,APAANDASCE7-10. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR.EPDXY m
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 3
2. ALL DESIGN,CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE w
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE w
ENGINEER FOR APPROVAI.PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: i
3. CONTRACTOR SHALL VERIFY.DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO
COMMENCING CONSTRUCTION. HILTI HY150,HILT[HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL I
I
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR IN USING THE ABOVE PRODUCTS,FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS EXISTING FOOTING EXISTING FOOTING = w
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED AND DIRECTIONS FOR MIXING AND APPLICATION.- HEED ALL LABEL WARNINGS.INSTALL IN 1 L "-- ---- -- E O
OTHERWISE ON THE PLANS.. ACCORDANCE WITH APPLCABLE SAFETY LAWS 1
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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 rc
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. PSI AND TENSILE STRENGTH OF 2,300 PSL - -
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 THAN THE
ASSUMING 2000PSF SOIL CAPACITY, DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 1
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EXISTING FOOTING
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5. ALL HOLES SHALL :LEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR -_ -_
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6. THE SCOPE OF WORK OF THIS PROJECT IS LIMBED TO THE CHANGES SHOWN ON THESE PLANS, I j L - -- ---- --- ; ,�
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, INSTALLATION OF EPDXY.MOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS AS
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
EXISTINGMEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE.STRUCTURES,AND MANUFACTURER FURNISHING THE EPDXY MATERIALS,AND SHALL HAVE NO LESS THAN FIVE B VERIFY EXISTING POST O
YEARS EXPERIENCE IN 7 HE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS FOOTING IS 30'x30'X72"
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY 'v j_1- DEEP EXISTING FOOTING S id
__
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION PROJECT.A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE ¢
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS.THE CONTRACTOR SHALL PROVIDE ALL TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO I_ I_ 1-""1 I----' ------- ----- ---- ----- --- -----
TEMPORARY BRACING/SHORING,TEMPORARY SUPPORTS AND OTHER:SUCH ITEMS OR OTHER DO THE WORK -�- -h-+--- j--L ---- ---- ---- -- ---
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING
CONSTRUCTION.THE DESIGN ADEQUACY AND SAFETY OF.ABOVE ITEMS ARE THE SOLE V-6' °
RESPONSIBILITY OF THE CONTRACTOR. LOAD TABLE
.0.0 PSF �L J m
CONCRETE NOTES FOUNDATION PLAN
ROOF: 1/4'=V-0-
LIVE LOAD: I
i. ALL REINFORCED CONCRETE WORK SHALL R IN CONFORMANCE WITH ACI 301 LATEST A
EDITION,'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE',AND ACI 301,LATEST DEAD LOAD: 7.0 PSF I U Z
EDITION,-SPECIFICATIONS FOR STRUCTURAL CONCRETE' v I �p 18'.18'X72'DEEP FOOTING O
CEILING. �q �q �C I WITH(2)#5 BARS EACH WAY. m
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE,(145 PCF /-)ALL CEMENT SHALL LIVE LOAD: 0.0 PSF I ry ~ W N
LIVE LOADSTORAGE: i0.0 PSF 1 r 7 I �. 30°x30"x12'DEEP FOOTING ~ Q w M
CONFORM TO ASTM C150,TYPE 1.MAXIMUM AGGREGATE SIZE SHALL BE 1Y'INCHES FOR DEAD LOAD: 5.0 PSF 'k"+-{'i'-- "+- I g WITH(3)#5 BARS EACH WAY z 0 W LL
'FOUNDATIONS.AND W"FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. L_J LTJ L 1 J
FLOOR: COMPONENT AND CLADDING --3'-32' 4'-11Z'T3'5' c 71".18".12'DEEP FOOTING O Q =
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. LIVE LOAD: 0.0 PSF WITH#5 BARS AT 12"O.C. Y U
DEAD LOAD: OA PSF DESIGN PRESSURES EACH WAY, c� v W
DECK LIVE LOAD: F0.0 PSF
4. 4'V3000 APOR
I BARRIER
AND CONCRETE WITH 6X6 WOO X Wt4 tNWM OR 4/2'FIBERMESH OVER A 6 MIL EFFECTIVE INTERIOR ZONES, Z w <a m
VAPORBARRIER AND TERMITE TREATED SOIL WIND LOADS: AREA,SF END ZONES,PSF PSF Q 0 03 U
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5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, WINSPEED: 130 MPHJ Z F-
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COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL.SOIL MUST BE COMPACTED TO 95% EXPOSURE: C 0-20 17.5 -22.9 17.5 -19.0
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE IMPORTANCE: 1.0 0
FOOTING. BUILDING CATEGORY: II 20.50 16.4 -20.5 16.4 -18.1 m Q
ENCLOSED BUILDING: O Q
INTERIOR PRESSURE 50-100 15.4 -19.5 15.4 -17.1 c
B. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A875.ALL G
CONCRETE REINFORCEMENT SHALL BE FABRICATED,INSTALLED,SUPPORTED AND SPACED IN COEFFICHI 0:18 U
EXISTING
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315,'DETAILS AND DETAILING OF ROOF PITCH: MATCH E,OSTING 100.200 14.8 -17.5 14.8 -16.4 (n
STRUCTURE
CONCRETE REINFORCEMENT' Q
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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', 1 r
WHICHEVER IS GREATER
ADD 2X12 TO EXISTING �
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9. CORNER REINFORCEMENT SHALL BE LAPPED 25". DECK BEAM WITH 3 ROWS
1 All OF 10tl NAILS AT 12'O.C.10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS S1.01 EXISTING
10.1. 3"FOR CONCRETE.CAST AND PERMANENTLY EXPOSED TO EARTH _ GARAGE DOOR
70.2. 2'FOR CONCRETE EXPOSED TO EARTH AND WEATHER
10.3. 1 1!2'FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY NEW LOWERS OUVERSREINFORCEMENT. BYOTHERSERS
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING,
INC.,SHOULD BE USED FORFOUNDATION CONSTRUCTION. IFDIMENSIONS CAN NOT BEDETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. ___-- ---- -- ---- -14NEW
_-_
12. STEMWALL TO BEA MAXIMUM OF SIX(6)COURSES TALL CONTACT ENGINEER OF RECORD IF ^ (2)2X12 __'
_ '° a `EXISTING DECK ui
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 8 - --- r BEAM
13. WHERE THREADED RODS ARE EMBEDDED 12'INTO STEMWALLS,THE TOP TWO COURSES OF O
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STEMWALL MUST BE FILLED. ' '
F-------------- z
14. VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING.NUMBER OF
p STUDS EQUALS THAT OF BEAM PLY,MIN 2 STUDS.FASTEN BEAM TO J
FRAMING NOTES R Ili STUD GROUP WITH(2)MSTA24.FASTEN STUD GROUP TO FOOTING
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING �. WITH N 1208.USE 101 IN NAILS IN ALL HOLES.IF THREADED ROD IS
Of
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD I A WITHIN 12'OF BEARING,NO L12111 IS REQUIRED.
(2)2X12STRINGER „1
CONSTRUCTION. _ PLACE POST UNDER BEAM BEARING.FASTEN BEAM TO POST WITH LJJ
� � (2)MSTA24.FASTEN POST TO FOOTING WITH ABU.USE 10d NAILS IN
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. ALL HOLES.USE BX6 FOR MAIN DECK POST,4X4 FOR STAIR POSTS. Z
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE O LANDING BEAM TO DECK BEAM WITH LUS232 W
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED.CONTACT ENGINEER v
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT.
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE,MASONRY OR SOIL SHALL BE.PRESSURE.
TREATED.
FIRST LEVEL WALL PLAN
S. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. J 1/4'=1'-0' R N
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
7. DIMENSION LUMBER (4X4
STRINGERS,TYP 3. e w
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS EN TO BLOCK WITH A35.
7.2, WHERE POSTS ARE CALLED OUT,HEADERS SHALL BEAR FULLY ON POSTS. e
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH BLOCKING.FASTEN TO (2)2X10
SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF BELOW WITH 1W'X4" PERIMETER BEAM U 51
RECORD.THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND WS LENGTH PER THE DETAILS. 2X12 STRINGERS,TYP 3 LANDING8. ALL NAILS SHALL BE COMMON NAILS,UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED S AT 24"O.C.BELOW:8d=0.131'x2-1/2' 10 2X12 STRINGERS,TYP 3 .2.9
10d=0.148"x 3 METER BEAM 2X4BLOCK UNDER STRINGER72d 0.148 x 31/4'. LCE4 FASTEN TO BLOCKING WITHi6d=0.162.31/2' EXISTING DECK BEAM TNO.2SYP 1/4'X4"SCREWS AT 12°MATCH EXISTING DECKING.FASTEN TO .9. WHERE FRAMING DETAILS SHOW FOOTINGS,SEE FOOTING DETAILS ON THE FOUNDATION PLAN 2X72 STRINGERS,TYP 3.
AND/OR THE FOOTING DETAILS SHEET. JOISTS WITH(2)H IN GALV DECK FASTEN TO SLAB WITH
SCREWS AT EACH INTERSECTION.
_ - A35..(2)3/18"X2-i/4"
10. CONVENTIONAL FRAMING LUMBER IS 2,N0.2 SVP UNLESS NOTED OTHERWISE. -- 4-PT NO2 SYP 04 PT NO2 SYP TAPCONS IN SLAB.
.'POST. POST.
2X6l DECK JOISTS AT i6'O.C.
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III III - BEE FOUNDATION PLAN.. C " "6 III.-SEE FOUNDATION PLAN. " 4^-
' FASTEN EACH END WITH LUS210, -
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EXISTING COLUMN. SEE FOUNDATION PLAN. mo max
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