Plans 763 Atlantic Blvd Foundation-Framing 2012 GENERAL NOTES
1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING
EDITION,ACI, NDS,APA AND ASCE7-05.
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2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE
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CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
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3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO
COMMENCING CONSTRUCTION. w
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4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR o
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED N
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OTHERWISE ON THE PLANS.
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE Eui
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. z v
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENTz 0
DESIGN IS SPECIFIED WITHIN THESE PLANS.
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6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, o co
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, m
WATERPROOFING, MECHANICAL,PLUMBING OR ELECTRICAL WORK.
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7-. EMT -AiF §I0I)4f01 6W dl"V6W EL'dMYY LILY. VERIFY ALL
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EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND
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NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY O I ; (2)2X61: o
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INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL I I o
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TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING }I to
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE w z°
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RESPONSIBILITY OF THE CONTRACTOR. 1 `
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CONCRETE NOTES
I. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. DESIGN BY
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2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". \I I V
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THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH=1/2'.
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3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED 1 ( I N W
OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON I VERIFY OR PLACE DOUBLE STUD GROUP UNDER IX
PRIOR TO POURING. W,� O BEAM BEARING.FASTEN BEAM TO STUD GROUP (n c'r)
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WITH(2)MSTA24. FASTEN STUD GROUP TO FOOTING Z N
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4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, WITH LTT20B.USE 10d NAILS IN ALL HOLES.
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% th
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FOOTING. '
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE PLACE 6x6 POST UNDER BEAM BEARING. W
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BEAM TO POST WITH(2)MSTA24.FASTEN POST TO
5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. I I A FOOTING WITH ABU66.USE 10d NAILS IN ALL HOLES. Z Q
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6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", I i
WHICHEVER IS GREATER. I I (2)2X12 Z
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7. CORNER REINFORCEMENT SHALL BE LAPPED 25". I I > Z
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8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; DESIGN BY
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8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH
8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER B (�
8,3. 11/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY O
REINFORCEMENT.
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9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY GEOFF GARTNER, PE, SHOULD BE
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USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM O
FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. ,4
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10. ,STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF �
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT.
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� 11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWAhh� THS T;Qp, T1q(rQ��� �,QlF
$Ti��14MUL�V"Mi W-FOIlL%.
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ING NOTES � ;�------------------------,
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1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING � � ' I
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
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CONSTRUCTION. I
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2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. ¢jT'
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE I �'
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
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RAMING PLAN
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5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. f�JE 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.7. DIMENSION LUMBER
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONSzi
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.
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7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MFMRsuer � OC CMA.I-.....r..
Sinnrwiv b I KONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER vy
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RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND
LENGTH PER THE DETAILS. O
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
BELOW: LL
8d=0.131"x 2-1/2"
10d s 0.148"x 3"
12d=0.148"x 3-114" APPROXIMATE
16d=0.162"x 3-1/2"
SITE LOCATION N
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9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN :a
AND/OR THE FOOTING DETAILS SHEET.
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10. CONVENTIONAL FRAMING LUMBER IS 2x N0.2 SYP UNLESS NOTED OTHERWISE. o
LOAD TABLE CD
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ROOF: �
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LIVE LOAD: 20.0 PSF x .. �
DEAD LOAD: 7,9 PAFIs
CEILING: N E o
LIVE
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LOAD: 10.0 PSF N m N
LIVE LOAD-STORAGE: 30.0 PSF 130 MPH r
DEAD LOAD: 5.0 PSF
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FLOOR:
LIVE LOAD: 40.0 PSFDEAD
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LOAD: ��, s
10.0 PSF EN
DECK LIVE LOAD:
50.0 PSF
COMPONENT AND CLADDING
WIND LOADS: 3
DESIGN PRESSURES
WIND SPEED: 130 MPH }pl 1
EXPOSURE: C ORI '
IMPORTANCE: t
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1.0 EFFECTIVE
BUILDING CATEGORY: FROM FIGURE 1609A,FOR RISK END ZONES, PSF INTERIOR ZONES,
11 AREA,SF
LEVEL 11 CONSTRUCTION, 130 MPH PSF
ENCLOSED BUILDING: x
INTERIOR PRESSURE
0-20 35 -45 35 3cop
COEFFICIENT: - 8 ,. "" �,,, Sheet No.
ROOF PITCH: MATCH EXISTING DUVAL COUNTY WIND SPEED MAP ` °'{ }
20-50 33 -41 33 -36 FOR CODECY -
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THIS SITE IS NOT IN THE HURRICANE WIND BORNE DEBRIS C�,1,�F q pm
REGION. NO OPENING PROTECTION IS REQUIRED. 50-100 31 -39 31 -34 S�EPER���C$�
OR ADD
100-200 29 -05 29 X33 [4" B S AND )D IV
n>fedoaanent togettrerwkhtrre VlEW��, ITIONS.
and designs Presented herekr k:kdended oNy far the si
spedpc purpose and cleat for which k was Prepared. Rause of and
knMoper.mance a,this docu mmd wkhord wrlken aukrortradon by Alexander crave CormAku Iran.shat be aft"&d)ft b Alexander Graos Consding,Inc. DAA -
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AC PENETRATION DETAIL IS W
DETAIL 3/S2 BELOW.ACTUAL w
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2X12 ROOF JOISTS TO BE FIELD DETERMINED.
AT 16"O.C.
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2X8 ROOF JOISTS z o
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' PERIMETER OF AC UNIT Z Q
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/ EXISTING 2X12 FLOOR SYSTEM AT "� m
16"O.C. Z
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ADD 2X12 SCAB TO EXISTING ROOF U
JOIST THAT SUPPORTS NEW A/C O
/ .UNIT SKIDFASTEN SCAB TO
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' EXISTING WITH(2)ROWS OF 10d ...1
NAILS AT 6"O.C.STAGGERED.
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THIS DETAIL APPLIES TO
I OPENINGS THIS SIZE OR SMALLER.
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_ OOF FRAMING PLAN � . _ �
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TOP PLATE TO HEADER: LL
SPI-14/6 WITH(12) 10dx1-1/2"AT 24'
O.C. MINIMUM(2)PER HEADER
_ SEE TYPICAL WALL SECTION FOR
TRUSS CONNECTION TO TOP
EXISTING SHEATHING AND ROO TO PLATE.
REMAIN.
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KING STUDS TO TOP AND BOTTOM cQ
FASTEN EXISTING ROOF RAFTE O PLATE: 0-0
EXISTING TOP PLATE WITH H2.5 L SPH4/6 WITH(12) 10dx1-1/2"
HOLES FILLED WITH 10d NAILS. NO.2 SYP HEADER,TYP. SEE o �$g
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(2)
FOR SIZE, PLIES,AND
(2)2x4 N0.2 SYP TOP PLATE FAS ED NUMBER OF KINGS AND CRIPPLES. v
WITH(2)ROWS 10d AT 16"O.C.
STAGGERED.MINIMUM 24"LAP (12) CRIPPLES TO HEADER:
10d IN LAP.FASTEN TO STUDS W SPH
WITH(12)10x1-1/2"NAILS MSTA18 WITH(6)10d IN HEADER,(8) LL
10d IN CRIPPLE xc
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2x4 SPF STUDS AT 16"O.C.FASTIi TO N co o v
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BOTTOM PLATE WITH SPH AT 32"O.C.
2x4 N0.2 SYP PT BOTTOM PLATE441/2"WEDGE ANCHORS PER THE'APPLY
1/2"ANCHOR BOLTS WITH 6"MIN TYPICAL WALL SECTION. a Rt�Q� ••S,G �i��
EMBEDMENT.SPACE AT 48"O.C.MVD AT •' �,
EACH SIDE OF BOTTOM PLATES CES.
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11 11 1159 ='
FOOTING AND SLAB POURED WITH 3000psi FOOTING PER FOUNDATION PLAN *• * = >kR
• a CONCRETE WITH FIBERMESH. o� 0• ��
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I i i�_I(- EXISTING FOOTING , • ,,`� `
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(k Sheet No.
TYPICAL WALL SECTN 2 TYPICAL HEADER FRAMING DETAIL
1/4"=V-0" 1/2"=V-0"
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This daarnerd.tag,et w vA&to end designs presented herein Is Intended ordy for the specific purpose and clert for wNch It was prepared. Pam of aril InVoW rete on Ws doarrwrd vvW out wffon Alexander Grace
by .Inc..shy be wfihorR fiahMly b Alexander Grace Corwtidng,Inc- 2 OF 2