74 OCEANSIDE DR - DECK DRAWING v
GENERAL NOTES LOAD TABLE COMPONENT AND CLADD NG
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1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING ROOF: DESIGN PRESSURES "
EDITION,ACI, NDS,APA AND ASCE7-10. LIVE LOAD: 20.0 PSF
DEAD LOAD: 7.0 PSF EFFECTIVE INTERIO ZONES,
AREA,SF END ZONES, PSF P F ti
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE PT N0.2 SYP POST.SEE PLAN N
CODES AND AUTHORITIES
HAVING JURISDICTION OVER THE WORK. CEILING: FOR SIZE. BURY 36"BELOW
LIVE LOAD: 10.0 PSF 0-20 28.9 -37.9 28.9 -31.5 GRADE. o
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO LIVE LOAD-STORAGE: 30.0 PSF a
COMMENCING CONSTRUCTION. DEAD LOAD: 5.0 PSF 20-50 27,1 -34,0 27.1 -29.9
24"0X36"DEEP CONCRETE LUG w
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR FLOOR: 50-100 25.6 -32.2 25.6 -28.4 0
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED LIVE LOAD: 40.0 PSF Z o
OTHERWISE ON THE PLANS. DEAD LOAD: 10.0 PSF U
p 100-200 24.6 -28.9 24.6 -27.1
a t - o a 0
DECK LIVE LOAD: 50.0 PSF
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5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE - -
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OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. WIND LOADS: - w
WIND SPEED: 130 MPH a
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORESTRINGENT
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DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED EXPOSURE: D _ T G
IL CAPACITY. IMPORTANCE: 1.0 -
ASSUMING 2000PSF SO 1
18"#5 BARS DRILLED THROUGH
BOTTOM OF POST. m
BUILDING CATEGORY:
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, ENCLOSED BUILDING: I~� ~ - `� i' ' -
17
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THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, INTERIOR PRESSURE
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WATERPROOFING,MECHANICAL, PLUMBING OR ELECTRICAL WORK. COEFFICIENT: 0.18
ROOF PITCH: MATCH EXISTING
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6"#57 STONE UNDER POST FOR Z Q
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL - !��
AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND i _ DRAINAGE.
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EXISTING/NEW ELEVATIONS > ci
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
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INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL _T--
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TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
_
NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING1--T{ f f
MEASURES 2'-0" '
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
CONCRETE NOTES
��-8" URIED POST DETAIL. �-
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST &3/4 EDITION,"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",AND ACI 301, LATEST "=1'-0" V Z
EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" 3'-0" 8'-5" 8'-5" 4'-0" 4'4" 8'-5" O M
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL cV
W cy
,-{- -- (2)2X8 .-- ~' �" > c�
CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y" INCHES FOR
FOUNDATIONS,AND%a"FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. �T (2) 8 Q > LL
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... (2)2X12 .,� .., Z U
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. I i ! i i I i i W m
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4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. w C / T- / 7
-/ / C / Z lLi
VAPOR BARRIER AND TERMITE TREATED SOIL. _ �- �. .000,
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5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 1 0
5/4"DECKING FASTENED TO 0
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% F_
S1.01 w JOISTS WITH(2) "DECK (--
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE j z
-�yP. SCREWS PER INTERSECTION. Q
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FOOTING. ` = 2x DECK JOISTS.SEE CHART. O
6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL FASTEN TO BEAM WITH H2.5,ALL
SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN w HOLES FILLED WITH 10d NAILS.
CONCRETE REINFORCEMENT >
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF ;v
CONCRETE REINFORCEMENT"
----- -- -- 2X DECK BEAMS. FASTEN TO
POSTS WITH(2)5/8"THROUGH
7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., ' f - BOLTS.BOLT PATTERN A.SEE
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AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. PLAN FOR SIZE.
2x DECK JOISTS.SEE CHART.
8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", FASTEN TO BEAM BELOW WITH
WHICHEVER IS GREATER.
-- � - -- -- - H2.5.FASTEN TO UPPER DECK co
�r
l BEAM WITH LUS26.ALL HOLES N
9. CORNER REINFORCEMENT SHALL BE LAPPED 25".
FILLED WITH 10d NAILS.
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10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 4x4 PT N0.2 SYP POST. _�U' n
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10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH `
10.2. 2 FO 0TE EXPOSED
TO EARTH AND WEATHER
10.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY -_ YPICAL DECK SECTION
REINFORCEMENT. 2
/4"=1'-0"
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. ■
12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF
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STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT.
_ OUNDATION PLA "
13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF /4"= 1'-0" O
STEMWALL MUST BE FILLED.
14.
5/4"DECKING FASTENED TO JOISTS O
WITH(2)t DECK SCREWS PER .J
F RAM I N G NOTES INTERSECTION. z
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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.
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2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 2x DECK JOISTS.SEE TABLE FOR
--
2 p SIZE AND SPACING. FASTEN TO
BEAM WITH H2.5,ALL HOLES FILLED U.
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE O
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER S1.01 WITH 10d NAILS.
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OF RECORD IF EQUAL CAPACITIES ARE N APPARENT.
2X DECK BEAMS.FASTEN TO POSTS
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE t' WITH(2)5/8"THROUGH BOLTS.BOLT
PATTERN A.SEE PLAN FOR SIZE
TREATED. -
AND NUMBER OF PLIES.
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
v ! - 4x4 N0.2 SYP PT POST ci Go`"
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6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. - --- -- - _ _- - - -__ --__- --= - -- ----- ------ BEAM AND POST BEYOND
-�-- __ -�_._ ----�_ _- - --- -.---- -- - ------ =.tee � � -- - ----- - -- -�' � i � ��
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7. DIMENSION LUMBER 3 c
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS S1.01 PICAL DECK SECTION-
7.2. WHERE POSTS ARE CALLED OUT,HEADERS SHALL BEAR FULLY ON POSTS. p o 0
U '�ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH 3 3/4"= 1'-0"
7.3. L
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 NOTE: C� a
ECO D. L v �
LENGTH PER THE DETAILS. SEE TABLE BELOW FOR DECK
JOIST SIZE AND SPACING. ' "
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED c
BELOW: -- - ---_ -- --,
DECK JOIST TABLE CO -
8d=0.131"x 2-1/2" \ N �
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« a I � _ o Y N
10d=0.148"x 3 I - 5/4"DECKING FASTENED TO JOISTS W o w o
12d=0.148"x 3-1/4" -- MAX FLOOR SPANS WITH 50 PSF LIVE LOAD, 10 PSF DEAD LOAD, C,) ' o,
16d-0.162 x 3-1/2
AND 1.00 DURATION FACTOR. WITH(2) "DECK SCREWS PER V
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' (2)2x NO.2 SYP PT r ,�` INTERSECTION. N�"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN 4 f LEDGER.MATCH DECK ••• �``
GRAPE, No.1 No.2 LL .�'��t��`� � E Af
AND/OR THE FOOTING DETAILS SHEET. JOIST HEIGHT.FASTEN TO 0 do
S1.01 EXISTING PER NOTE A. w « « 2X N0.2 SYP PT LEDGER. ��' 328 200loll
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. SPACING 16 24 16 24
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2x6 8'-3" V-11" 7'-10" 6'-5" EXISTING STRUCTURE.
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- --=- ' 3 2x8 10'-9" 8'-9" 10'-0" 8'-2w I� ••'�` ••����
• � 2x DECK JOISTS.SEE TABLECAASTEN .� R I
TO LEDGER WITH LUS28,AL OLES �
y 2x10 13"-7" 11'-1" 11'-10" 9'-8" FILLED WITH 10d NAILS. /� ""� ZO
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2x12 16'-1" 13'-2" 14'-0" 11'-5" - W O a �2-o�-�s
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A • FASTEN TO EACH STUD/TRUSS VERTICAL WITH(3)1/4"X4"WOOD 0 q
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RAMING PLAN. SCREWS y
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/4"=1'-0" • FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4"X4"WOOD 4 /4"=1'-0" a � � mol
SCREWS AT 16"O.C. LLL U. g
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• FASTEN DECKING TO CONCRETE WITH 3/16"X3"TAPCONS AT 16" p Q a. aC
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