HomeMy WebLinkAbout38633 & 38635 ROSE LNRIDGE VENT
12
5�
ONE
MEN
mall
RIDGE VENT
16" OR
12" OR Ir OR
. . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DECORATIVE CEMENTITOUS FINISH
LEFT ELEVATION 1/4
RIDGE VhNT
RIDGL VENT
IY OR
wow E" OH
. � . . . . . .•..•..•.. •.•.-.•.
-----------------•------ ---- ---- -- ---- ------ ----- - - - --- ---__- •- ------ --'- •- --- - - --- -- - -- - ---- --- --- .----------- •- - ----- DECORATIVE GEMENTITOUB FINIBN - -. - -- RIGHT ELEVATION 1/4 _ 1 X011
12
.
......... ..... ....
:'.:'.
.. .. .. DECORATIVE CEMENTITOUS FINISH . .
REAR ELEVATION 1/4 11011
THE CLIENT UNDERSTAND$ THAT THE DESIGNER CARRIES NO LIABILITY INSURANC AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSE$ (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR R58ULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR C06T OF
, REPAIRS OR DELAY TO THE CONSTRUCTION
IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR
/OWNER TO PROVIDE DOCUMENTS SHOWING THAT ALL
WINDOW$ AND DOORS ON THIS SPECIFIC JOB MEET THE
DESIGN PRESSURES STATED ON PLANS.
WIND DESIGN PRESSURE SCHEDULE
OPENING
POSITIVE
NEGATIVE
OPENING
POSITIVE
NEGATIVE
RIDGE VENT
16" OR
12" OR Ir OR
. . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DECORATIVE CEMENTITOUS FINISH
LEFT ELEVATION 1/4
RIDGE VhNT
RIDGL VENT
IY OR
wow E" OH
. � . . . . . .•..•..•.. •.•.-.•.
-----------------•------ ---- ---- -- ---- ------ ----- - - - --- ---__- •- ------ --'- •- --- - - --- -- - -- - ---- --- --- .----------- •- - ----- DECORATIVE GEMENTITOUB FINIBN - -. - -- RIGHT ELEVATION 1/4 _ 1 X011
12
.
......... ..... ....
:'.:'.
.. .. .. DECORATIVE CEMENTITOUS FINISH . .
REAR ELEVATION 1/4 11011
THE CLIENT UNDERSTAND$ THAT THE DESIGNER CARRIES NO LIABILITY INSURANC AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSE$ (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR R58ULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR C06T OF
, REPAIRS OR DELAY TO THE CONSTRUCTION
IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR
/OWNER TO PROVIDE DOCUMENTS SHOWING THAT ALL
WINDOW$ AND DOORS ON THIS SPECIFIC JOB MEET THE
DESIGN PRESSURES STATED ON PLANS.
WIND DESIGN PRESSURE SCHEDULE
OPENING
POSITIVE
NEGATIVE
OPENING
POSITIVE
NEGATIVE
(A)
21.20
- 73.00
(1)
20.60
-21.20
(13)
2L20
-23.00
lJ)
21,00
-"160
(C)
20.80
-21.20
(K)
21.80
-23.60
(D)
21.00
-21.98
(L)
21.20
-21.96
(FJ
20.80
-22.60
(M)
21.20
-21186
(F)
21.80
-23.60
(N)
21.20
-23.00
(G)
20.80
-21.20
(0)
21.80
-29.10
(H)
21.00
-21.88
lL�
8H EGRESS
0
0
BED 0 2
FLAT CEILINGS
(V
2 1 (o
1350 #1
FLAT CEILNG6
8!= 0"
HT7114OUR FIRE WALL j
111
33ED *2 \9
FLAT CEILNGS
4 1 5 11
10' 4"
.30 1 0 11
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DINING RM
VAULTED CEILNG6
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e
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11
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1
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- go BATH 0 O
8' 11 � 2'
� N
1 1 2 11
13ED +�I N
FLAT CEILNG6
4 1"
N
0
cal
DINING RM
VAULTED CEILINGS
.31011 j i
1
lG� QI
ENTRY
c
cY
5113
1
0 5 VERTICAL RODE FROM
FOOTINGS TO BOND BEAM
ABOVE
c�
a
W1 x
X L
MO
N
1
O
12' 'B"
LIVING RM
VAULTED CEILNGS
2 8H E GRE88
V4 (A)
3 1 0 11
1
I: 25 8H (G)
ENTRY ; I
I 1 1' 4 " 1 1 4 11 ; I
DBL 2 X 12 n PINE BEAM
WITH ONE LAYER V2" PLY -
WOOD IN CENTER
13 4"
1� , \1 "1.,y "NMI rJ-L
ALL � v \G COT-rs ORID, -0U1j 1�L \G
.> �' A1LL ' t C1E`•�C CODE
COD�•ti��
N .
0
0
el
-, *�p
4 X 4 P.T. P08T
101 611
o il
30,0 If
FLOOR PLAN 114 1'0
v
SIMPSON MBHA3.5 /11.25" HANGER
SECURED TO WALL U61NO 3/4 "X8"
ANCHOR BOLT AT ALL BEAM TO
BLOCK LOCATIONS, BOLT TO SE
5 5 /$" FROM EDGE OF BLOCK WITH
MINIMUM 3000 PSI POURED CELL
ALL EXTERIOR WALL$ ACT AS SWEAR WALLS
ARKAY r- NGINMRING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMMER 31296
I HERSY CERTIFY THAT THESE PLANE AND SPECIFICATIONS
WAS PREPARED 13Y ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001
FOR 110 MPH ( 3 SECOND GUST ) WIND ZONE - 90 MPH FASTEST
8PE) =D
N N
Z N U D
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Nma
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In
D = W N
Z 00 M W
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UNIT 0 1
LIVING 816.0
ENTRY 42,0
TOTAL 858.ro
UNIT 02
LIVING 800.0
ENTRY 20.0
TOTAL 820.0
TOTAL 1616,6
1 OF 4
ARKAY 0 7531
2002 rlo .7er +r,'ca' Code
Briar, Cmstruc7-ion
Rase Larne d: 141+1 Street
210.8(4x3): All 125 -volt, single- phase, 15- and 20- ampere receptacles installed outdoors shall have ground -fault circuit - interrupter protection
for personnel
210.11 In addition to the number of branch circuits required by other parts of this section, at least one 20- ampere branch circuit shall be
(Cx3):
provided to supply the bathroom receptacle(s). This circuit shall have no other outlets.
Exception: Where the 20- ampere circuit supp lies a single bathroom, out lets for other equipment within the same bathroom shal /be permitted
to be supplied in accordance with 21023(4).
210.12(6): All branch circuits that supply 125 -volt, single phase, 15- and 20- ampere outlets installed in dwelling unit bedrooms shall be
protected by an arc -fault circuit interrupter listed to provide protection of the entire branch circuit.
210.52 A 1 Receptacles shall be installed so that no point measured horizontally along the floor line in any wall space
from a receptacle outlet. Y pace is more than 1.8m (6ft)
A receptacle installed outdoors in a location protected from the weather or in other damp locations shall have an enclosure for the
receptacle that is weatherproof when the receptacle is covered (attachment plug cap not inserted and receptacle covers closed).
406.8(A): An installation suitable for wet locations shall also be considered suitable for damp locations.
A receptacle shall be considered to be in a location protected from the weather where located under roofed open porches, canopies,
marquees, and the like, and will not be subjected to a beating rain or water runoff.
i'
ELIECT ICAO. FLAN 1/411 _ I l
THE ELWTWCAL. DRAWNGS ARE NOT A
STRUCTURAL PART OF DRAWINGS AND MAY
VARY IN FIELD WITHOUT APPROVAL FROM
ENGINEER OF RECORD
THE CLIENT UNDERSTAND$ THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THERI`FORS
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) AR181NG OUT OF OR RESULTING FROM THE
PROJECT. THE DEBK"NER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT N T1411 EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
STUD SPACING
L- BRACING
NO
L- BRACING
(2) 2 X 4
L BRACING
(2) 2 X 4
L BRACING
(2) 2 X 6
L BRACING
16
0' -0" TO 4'3"
4' -B" TO 8'O"
8'0"- 12'0"
IO TO 16'0"
24"
0' -0" TO 4'0"
1 4'0" TO TO"
1 '1'0" TO 10'0"
1 10'0" TO 14'0"
1/2" GYPSUM WALL BOARD
TYPICAL ELECTRICAL RISER DIAGRAM I
0 4 CU DRIVEN GROUND
RODE 2 EACH 8'0" APART
3 - 2/O THNN CU FIE EERS
CONCRETE ENCASED "LIFER"
ELECTRODE REQUIRED PER
ART 230 -50.. 1999 N.E.C. MUST
BE INSPECTED PRIOR TO CONCRETE
PLACEMENT
SINGLE PHASE
BREAKER PANEL
WITH MAIN
I ELECTRICAL LEGEND
BACKNAIL W/ (2) 160
2 X 4 WE115 BLOCKS NAILED IN BETWEEN
WEBS WITH (2) 160 NAILS EACH END WITH
(6) 16D NAILS AT EACH END NAIL TO 2X4
2 X 4 ANGLE BRACING AT 48" OC ALONG
GABLE END NAIL ENDS TO 2 X 4 BLOCKING
WEB BLOCKING WITH (2) 160 TOE NAILS
G.F.L
IID V
GROUND FAUI
RECEPTACLE:
A.F.L
, 110 V
ARC FAULT
RECEPTACLE
WP 110 V
WATERPROOF
OUTLET
Iv V C A N 153 C
C AN BE CEILING
OR WALL rrrP)
SMOKE
DETECTOR 0
® IIOV 50 CFM'&
BATH FAN
BATH FAN
LIGHT COMBO
= — 1 ELECTRICAL PANEL
�5 WALL SCONCE
® TELEVISION
EXTERIOR VOL FLOOD
G
FLUORESCENT
FIXTURE
IN ACCORDANCE! WITH CHAPTER 471.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE. ELECTRICAL
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL 6Y&TEM6 DRAWN HERON
ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HI61HER REQUIREME NT6,
ALL ELECTRICAL OUTLETS IN BATHROOM$, KITCHEN, (WITHIN &' FEET OR 81NK8), GARAGE: AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI' CIRCUIT
ALL ELECTRICAL OUTLETS IN BEDROOMS I FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
'AFT" CIRCUIT
SMOKE DETECTORS SHALL SE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
TO BEDROOM AND OTHER LIVING AREA&
GROUND WIRE FORM RE5AR TO ELECTRICAL PANEL PER N-EC.
NOTE]
2X4 OUTRIGGERS AT 24" OC NO DROP GABLE NEEDED
CONNECT OUTRIGGERS TO WHEN OVERHANG IS 12" OR
GABLE WITH 61MP60N H2.5 LESS
MAX. 24" OVERHANG
NOTE. NO L BRACING REQUIRED WHEN
PEAK OF GABLE 18 4'O" OR LESS
"L" BRACING TO EXTEND AT LEAST 90 % g®
49 DEGREE& OF WEB LENGTH ( SEE TABLE ABOVE )
MAXIMUM
STEP DOWN GABLE TRUSS WITH ONE LAYER
1/2" COX SHEATHING OR 1/16" 0613 NAILED
4" OC WITH 8D COMMON NAILS
ATTACH BOTTOM CORD OF GABLE TRUSS
�C TO 2 X 6 PLATE WITH 160 NAILS 6" OC
2 X 4 NAILER ATTACHED TO BOTTOM
CORD OF GABLE TRU66 AND COMMON
TRUSS WITH 2 EACH 120 COMMON NAILS
AT EACH UPRIGHT MI EMBER OF GABLE
0
MIN 2 X 6 P.T. PLATT= WITH
1/2" X 8" ANCHOR BOLTS
AT 24" OC,
CABLE END BRACING DETAIL
MIECNAN ICAL PLAN 311ro 11 = 1
MECHANICAL CONTRACTOR TO PROVIPI£ A RETURN AIR MEGHAWAL CONTRACTOR TO VERIFY ALL DUCT
GRILL FOR ALL ROOM$ THAT HAVE A UNBALANCED AIR AND UNIT SIZE. THE MECHANICAL DRAWING6 AR!
FLOW PER F.M.C. 601.4 OR UNDER CUT DOORS NOT A 6TRUCTURAL PART OF DRAWING& AND MAY
VARY IN FIELD WITHOUT APPROVAL FROM ENGINEER
OF RECORD
30 1 011
ROOF TRUSS PLAN 1/4 = 11011
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 31296
I HE:RSY CERTIFY THAT TW5SE PLANS AND SPECIFICATIONS
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE= WITH THE FLORIDA BUILDING CODE: 2001
FOR 110 MPH ( 3 SECOND GUST ) WIND ZONE - 90 MPH FASTEST
SPEED
O
Ir N
V
Z � N � O
N a�n �
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Q � �!
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W to Q
Z M W
OC O W O
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O
ch
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LL
Z � J
z
z�
z^ a
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a�a
0
Q
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�0 � t, ' v
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UNIT 0 1
LIVING 810.0
ENTRY 416
TOTAL 858.6
14"llr �
LIVINGS 800.0
ENTRY 20.0
TOTAL 820.0
TOTAL 1618.0
PG
3OF4
ARKAY 73 t
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE FLORIDA BUILDING CODE 2001.
ARKAY ENGINEERING INCs A REGISTERED LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING CO MPANYs HAS APPLIED ' RATIONAL ANALYSIS' FOR THE STRUCTURAL DESIGN
OF THIS STRUCTURE
THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS SHALL ME DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS
FLOORO,
LIVE LOADS - 40 P.B.F,
DEAD LOADS - 10 P.B.F.
GARAGE SLABS
LIVE LOADS - 50 P.&F,
DEAD LOADS - 10 P.S.F.
ROOFs
LIVE LOADS (TRUSS TOP CORD) - 20
DEAD LOADS (TRUSS TOP CORD) - 10 P.B.F. 18 P.S,F, WHEN TILE ROOF INSTALLED
LIVE LOAD (TRUSS BOTTOM CORD) - 10 P.S.F.
WINOS A88UMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.B,F,
BUILDING 16 DESIGNED TO CONFORM TO ASCE 1 -98, CHAPTER 6s PER FLORIDA BUILDING
CODE 2001 SECTION 1606.1.1
WIND DESIGN ASSUMPTIONSs
BUILDING EXPO6URE - B
BUILDING IMPORTANCE FACTOR ■ 1.0 ( CATEGORY II )
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT ■ 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT ■ . / - 0,18
Site WIND SPEED INFORMATION STATED ON PLANS
TYPE 5 CONSTRUCTION
SOIL BEARING 4 COMPACTION:
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL SEARING CAPACITY OF
2000 P.B.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER 16 RESPONSIBLE FOR VERIFYING
THAT THE SOIL ON THE SITE 16 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
SUPPORT A 2000 P.S.F. FOUNDATION LOADING
ARKAY ENGINEERING INCs A REGISTERED LICENSED FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANYs DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
SITE NOR PERFORMING ANY SOIL TESTING
ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT
THE BUILDING LOADS
FOUNDATION 4 SLA5 - ON- GRADE NOTES :
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:,
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, $HALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING. $LAM
SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
AND TERMITE POISONIED 801E
CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2500 P.B.F.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR
0 5 REBAR , 30" FOR f6 REBAR / 35" FOR •1 RE13AR
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER
FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT 6TEMWALI- HEIGHT BABE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSE ARE REOUIREED
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE
FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL ME EXPOSED AND A
STRING 6TRECTEED FROM MARKER TO MARKER TO VERFiY REQUIRED SET BACKS
MASONRY WALLSs
CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH A6TM C -90
AND 614ALL HAVE MINIMUM F'M of 15o0 P.S.I.
MORTAR SHALL CONFORM TO ASTMC - 210 AND $HALL BE EITHER TYPE M OR 6
REINFORCING STEEL SHALL DE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTMA -615. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 0 5 REBAR
30' FOR 0 6 REBAR AND 35' FOR 0 1 REMAR.
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/8' PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
2000 P.S.I: ( WHEN TESTED PER ASTM C -1019 )
PROVIDE CLEAN OUT OPENING$ ( 12 $0. IN. ) IN CELL& CONTAINING SPLICED REINFORCEMENT. WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT
ROOFING 4 FLASHING&
ROOFING SYSTEM AND FLASHING AS STATED IN PLANS MUST CONFORM TO CHAPTER 15 OF THE FLORIDA
BUILDING CODE 200L FLASHING SPECIFIC SECTION 15013.9 CONTRACTOR OR OWNER MUST PROVIDE WITH
PLANS SPECIFIC PRODUCT INFORMATION DETAILING INSTALLATION OF PRODUCT TO MEET WIND DESIGNS
OF TH16 SET OF DRAWINGS.
TIMBER MATERIALS=
ALL TIMBERS MATERIALS 6HALL BE AS FOLLOWS,
LVL SEAMS 614ALL BE (1.90) MCALLISTER LVL MATERIALS MANUFACTURED BY TRUSS J018T
MACMILLAN (OR EQUAL)
LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATER ,POST, STUDS PACKS AND BEAMS
SHALL BE +2 YELLOW PINE (OR BETTER)
EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL 3E 0 2 SPRUCE (OR BETTER)
ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE SPACE 16" OC. ALL SPLICES AT
TOP PLATE MUST BE MINIMUM WO" AND NAILED 4" or, WITH 120 COMMON NAILS
SOIL TERMITE TREATMENTS
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
OACKFILLING t COMPACTING ARE COMPLETE (PER FMC 1816,1,)
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE TREATED
( INCLUDING ANY 150XED OR FORMED ARM") (PER FBC 18161.2.)
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMAMENT METAL OR PLASTIC FORMS. PERMAMENT FORMS MAST BE OF AN ADEQUATE
SIZE t DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT
(PER FMC 1816,113) .
A MINIMUM Co MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION IF RAINFALL OCCURS BEFORE VAPOR 15ARRIER PLACEMENT, RE TREATMENT SHALL
BE REQUIRED (PER FMC 1816.1.4)
ALL BUILDINGS ARE REQUIRED TO HAVE A PRE CONSTRUCTION TERMITE TREATMENT
(PER FBC181611.1)
AFTER ALL WORK 16 COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM
BELO AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB
TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS
(PER FOC 2303,63)
NO WOOD VEGETATION, STUMPS, CARDBOARD, TRASH, ETC, SHALL DE BURIED WITHIN 15' O"
OF ANY BUILDING OR PROPOSED BUILDING (PER FDC 23031.4)
ANY CONCRETE OVER POUR MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR $OIL TREATMENT (PER FMC 1816.63)
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12' OF THE *TRUCTURO SIDE WALLS (PER FBC 1816.1.6)
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL DIE INSTALLED AFTER CONSTRUCTION 18
COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL 016TURDED AFTER THE
VERTICAL BARRIER 16 APPLIED, SHALL BE RETREATED (PER FMC 1816.1.6)
IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT ME
INSTALLED WITH 12 OF THE BUILDING 61DEWALL6 (PER FBC 1303.4.4)
CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
SIDE WALLS (PER FMC 1503.4.4)
THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS= PAINT AND DECORATIVE
CEMENTITIOUS FIN16W LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6' TO ALLOW FOR INSPECTION FOR FUTURE
TERMITE INFESTATIONS (PER FBC 1403.1.6)
A " CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL Be ISSUED. THE CERTIFICATE
SHALL STATES (PER FMC 1815.1.1)
° THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITE&, THE TREATMENT 16 INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONSUMERS SERVICE&
A PERMAMENT SIGN THAT IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE INSPECTION
AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED, THE SIGN SHALL BE POSTED NEAR THE WATER
HEATER OR ELECTRICAL PANEL (PER FBC 104.2.6)
TRUSSES
IF THE CONTRACTOR, TRUSS MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL REVISE THE
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANE ARKAY ENGINEERING, INC 16
REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE
DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
I HOUR BLOCK FIRE LJALL DETAIL
P61- POST SHALL BE MOM) PARALLAM PSI- MATERIALS MANUFACTURES BY TRUSOJOIOT
MACMILLAN ( OR EQUAL), SEE P08T SUPPORT TABLE FOR LOAD VALUES.
EXTERIOR WALLS SHALL BE CONSTRUCTED WITH V2" PLYWOOD OR 1/16" 0.3.13. ( 2-M 'J RATING) NAILED
WITH 8D NAILS SPACE AT 3' OC ALONG ALL HORIZONTAL JOINT& AND EDGER, 6" OC ALONG ALL VERTICAL
JOINTS AND EDGES AND 12" OC ALONG ALL INTERMEDIATE $TUDB
AT OPENINGS 5'O" WIDE OR LARGER $TRAP HEADER BEAM TO THE HEADER STUD$ WITH (2) USP OR SIMPSON
LOTA24 STRAP TIES AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION
WITH USP OR SIMPSON HTTI& TENSION TIE,
INTERIOR STUD WALLS TO BEE OF 2 X 4 0 2 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
PINE BOTTOM PLATE AND SINGLE 2 X 4 +2 SPRUCE TOP PLATE WITH STUDS SPACED
MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
GARAGE TO HAVE MINIMUM R -11 INSULATION
ANCHOR WOOD SHEAR WALLS SEGMENTS TO FOUNDATION WITH SIMPSON LTT200 TENSION TIE AT EACH
END OF WALL SEGMENT$ AND AT ANY WALL SEGMENT INTERSECTION ( BUILDING CORNERS)
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED
PRIOR TO REQUESTING THE FRAMING INSPECTION.
IF DESIRED, EQUIVALENT CONNECTOR$ MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
USP OR SIMPSON CONNECTOR& SHOWN
EXTERIOR WINDOWS 4 DOORS:
ALL EXTERIOR WINDOWS ! GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH
ANSVAMMA/NWWDA 10VI82 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THE MANUFACTURE
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE
INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS
TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
ELECTRICAL, PLUMBING, 4 MECHANICALs
IN ACCORDANCE WITH CHAPTER 411,003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODEs ELECTRICAL
PLUMBING AND MECHANICAL 6Y6TEM8 SHALL ME DESIGNED BY THE RESPECTIVE CONTRACTOR TO
MEET ALL APPLICABLE CODES, THE ELECTRICAL.., PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON
ARE SASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRE66 HIS/HER REQUIREMENTS.
ALL ELECTRICAL OUTLETS IN BATHROOM$, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "CFI' CIRCUIT
2 X 0 CUT TO FIT BETWEEN TRUSSES
ANCHORED TO BLOCK WALL WITH
I/2" X 8" ANCHOR BOLTS 32" OC
NAIL TRUSSES ALONG BOTTOM —
CORD WITH 12O COMMON NAILS
12' OC
ROOF TRUSSES
R -19 INSULATION
(TYP) 1/2" GYPSUM CEILING BOARD
3/4' P.T. FURING STRIP AND I LAYER 5/6' TYPE
X DRYWALL EACH SIDE OF BLOCK WALL AND ON
ROOF TRUSS ABOVE FROM FLOOR TO BOTTOM OF
ROOF SHEATHING ABOVE
(2) "5 REBAR ON
"5 VERTICAL RODS AS
SHOWN ON FOUNDATION
PLAN
\ III II III (TYP) 4" CONCRETE SLAB
--------------- - - - - -- -- --------------------------------- - - - - --
1 �- 1
24"
ATTACH MINIMUM 3/4" P.T. BUCK STRIP
THAT 18 THE MINIMUM WIDTH OF YOUR
WINDOW FRAME USING .OS1 X 1 3/8"
T- NAILS MAXIMUM 10" OC
(TYP) 1/2" GYPSUM CEILING BOARD
3/4' P.T. FURING STRIP AND I LAYER 5/6" TYPE
X DRYWALL EACH SIDE OF BLOCK WALL AND ON
ROOF TRUSS ABOVE FROM FLOOR TO BOTTOM OF
ROOF 614EATHING ABOVE
SECURING WINDOW TO BUCK STRIPS PER
YOUR MANUFACTURES INSTRUCTION TO MEET
WIND LOAD AND COMPRESSION RATINGS FOR
YOUR JOB LOCATION, ALL ANCHOR SCREWS
MUST PENETRATE BLOCK WALL A MINIMUM or-
1 1/4" AND THERE SHALL BE A MAXIMUM 1/4"
SPACE BETWEEN BUCK AND WINDOW FRAME
ALL ELECTRICAL OUTLETS IN BEDROOM$ ! FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
'AFT' CIRCUIT
SMOKE DETECTORS $HALL BE PLACE IN EACH 13E GROOM AND
IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING CAULKED WINDOW PER YC
AREAS
WINDOW MANUFACTURES 6
SAFETY GLAZING: RECOMMENDATIONS t0 MI
LOAD AND COMPRESSION
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF FOR YOUR JOB L OCATION
GLAZING
(1) GLAZING IN OWING DOORS, FIXED AND $LIVING PANEL OF & LIDING DOORS
ASSEMBLIES
(2) GLAZING IN DOORS AND ENCLOSURES FOR 140T TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOM*, ISATHTU156 AND $ HWNER&, GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING 16 LESS
THAN 60' ABOVE THE DRAIN INLET
(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VORTICAL EDGE 16 WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED
P061TION AND W1406E BOTTOM EDGE 16 LE88 THAN 60" ABOVE THE FINISH FLOOR OR
WALKING SURFACE
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANES. OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE . THAT MEETS ALL OF THE FOLLOWING
(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 60, FT,
(M) BOTTOM EDGE LESS THAN 18 ABOVE? THE FLOOR
(C) TOP EDGE GREATER THAN 36' ABOVE THE? FLOOR
(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
OF THE PLANE OF THE GLAZING
DRAFTSTOPPINGs
IN SINGLE FAMILY DWELLINGS, ORAFTOTOPPING$ SHALL BE PROVIDED ( PARALLEL TO THE MAIN
FRAMING MEMBER$) IN FLOOR / CEILING ASBEMBLIE$ SEPARATING UORA151 -3 SPACES. DRAFT6TOPPING
$HALL BE CONSTRUCTED OUCH THAT THE FLOOR / CEILING A88EMBLEY 1$ BROKEN UP INTO TWO OR MORE
APPROXIMATED AREAS WITH NO AREA GREATER THAN 500 SQ.FT,
ATTIC ACCESS:
ATTIC SPACES SHALL ME PROVIDED WITH AN INTERIOR ACCESS OPENING NOT LESS THAN
22 "X36 ACCESS OPENING SHALL DE ACCESSIBLE AND PROVIDE WITH A LID OR DEVICE
THAT 16 EA REMOVED OR OPENED, WHEN MECHANICAL E(2UIPMNT 16 INSTALLED IN
THE ATTIC, IT &HALL BE INSTALLED IN ACCORDANCE WITH MECHANICAL CODE.
ACCESS 16 NOT REQUIRED WHEN THE CLEAR HEIGHT OF THE ATTIC SPACE , MEASURED
AT THE ROOF PEAK 18 LESS THAN 24
SIMPSON M5HA3.E:6 /11.25" HANGER
OR EQUAL FILL ALL NAIL HOLES TO BEAM WITH 100 X 1 1/2" TYPICAL
TRUSS NAILS
STEEL PLYCLIP$
PLYWOOD NAIL PATTERN (ROOF)
PLYWOOD NAILED AS SHOWN 18 DESIGNED TO
WITH STAND MAXIMUM WIND LOAD RATING OF
130 MPH
ATTACH MINIMUM 3/4" P.T. BUCK
STRIP THAT 18 THE MINIMUM WIDTH
OF DOOR FRAME USING .091X1 3/8"
T- NAILS MAXIMUM 10" 00,
CAULK DOOR FRAME PER YOUR
MANUFACTURES RECOMMENDATIONS
BLOCK DOOR ATTACHMENT DETAIL
sse�bss� ass
17
FILLED CELL (TYP)_
8" CMU W/ 3000 PSI
CONC t LINTEL lJ/
1 0 60 MIN. LAP 30"
3r4 A301 ANCHOR BOLT 55/8" FROM OF EDGE
OF BLOCK WALL WITH MIN, 6" EMBEDDED
IN 3000 PSI CONCRETE GROUT
II •
I I
II
I I
BBL 2 X 12 #2 PINE BEAM WITH ONE
LAYER 1/2" CDX IN CENTER
13M /WALL CONN
THE CLIENT UNDERSTAND$ THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDE]MNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) AR161NG OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
BLOCK WINDOW ATTACHMENT DETAIL
SECURING PREHUNG TO BUCK STRIPS
PER YOUR MANUFACTURES INSTRUCTIONS
TO MEET WIND LOADS AND COMPRESSIONS
RATINGS FOR YOUR J05 LOCATION. ALL
ANCHOR SCREWS MUST PENETRATE BLOCK
WALL A MINIMUM OF 1 1/4" AND THERE SHALL
BE A MAXIMUM 1/4" SPACE BETWEEN BUCK
AND DOOR JAMB
ICI ICI
ARKAY ENGINEERING INC,
STRUCTURAL ENGINEERS
RICHARD L. KIODEY P.E.
FLORIDA LICENSE NUMBER 31286
I WER133Y CERTIFY THAT THESE! PLANS AND SPECIFICATION$
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001
FOR 110 MPH ( 3 SEC-ONO GUST ) WIND ZONE - 90 MPH FASTEST
SPED
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UNIT * 1
LIVING 816,0
ENTRY 42,6
TOTAL 859.6
LIVING 800.0
ENTRY 20.0
TOTAL x20.0
TOTAL 161$.6
FIG
4OF4
ARKAY N 753 I
LINTEL LOAD CHART l 16" DEEP SECTION
CLEAR SPAN
CONCRETE U LINTEL
"POWER" STEEL.
tt N
PBOWXERLIN
O tEL
1' - 6"
4981 PLF ( UNFILLED )
1010 PLF L -2
9865 PLF
2' - 2"
3433 PLF ( UNFILLED )
6626 PLF L -2
6830 PLF
2'- 8"
2111 PLF ( UNFILLED )
5296 PLF L -2
5549 PLF
3' - 2"
2332 PLF ( UNFILLED )
4508 PLF L -2
4613 PLF
4' - O
1835 PLF ( UNFILLED )
3535 PLF L -2
3699 PLR
4' - 6"
1624 PLF ( UNFILLED)
3154 PLF L -2
3288 PLF
5' - 2"
2139 PLF »
2146 PLF L -2 »
2864 PLF »
6' - 2"
2711 PLF »
2298 PLF L -2 »
2400 PLF »
1
1981 PLF »
2025 PLF L -2 »
2114 PLF »
W-0
1123 PLF »
1168 PLR L -2 »
2213 PLF »
%
1489 PLF »
1545 PLF L -2 »
1984 PLF »
10' - O
1354 PLF »
1414 PLF L -2 »
1819 PLF »
)0' - e"
1211 PLF »
1325 PLF L -2 »
1110 PLF »
II' - 2"
1200 PLF »
1230 PLF L -2 »
1629 PLF »
12' - O"
1109 PLF »
1118 PLF L -2 »
1515 PLF »
12' - O
1044 PLF »
1116 PLF L -2 »
1436 PLF »
13' - 4"
1398 PLF » P
1381 PLF L -2 is SL - 1
1364 PLF as
14' - O
1321 PLF » P
1321 PLF L -2 » SL - I
1299 PLF w
16
1152 PLF » P
1048 PLF L -2 » SL - 1
1131 PLF »
18' - O"
1016 PLF - P
828 PLF L -2 » SL - 1
960 PLF to
18' - e"
911 PLF is P
110 PLF L -2 » SL - I
893 PLF »
20' - O
816 PLF » P
629 PLF L -2 » SL - 1
184 PLF »
22' - 8"
189 PLF to P
323 PLF L -2 » SL - 1
606 PLF »
» - DENOTES 0 5 REBAR X CONT. PLACED IN BOTTOM COURSE AND
16" DEEP SEAM POURED 60LID WITH 2r • Pfl CONCRETE
» P - DENOTES PRE STRESSED U LINTEL WITH 0 9 REISAR X CONT.
PLACED IN BOTTOM COURSE t w DEEP SEAM POURED SOLID
WITH 2500 PSI CONCRETE
8" X 8" X 16" KNOCK OUT BLOCK
TOP COARSE WITH 1 05 HORIZONTAL
8 " REBAR TIED TO ALL VERTICAL RODE
� e
BOX 13TEEL LINTELS OVER ALL WINDOW
AND DOOR OPENINGS, NO 0 5 REBAR
REQUIRED ON BEAMS UP TO 24'0"
4 WITH NO MORE THAN 606LBS PLF
OPTIONAL POUWSR I30X LINTEL DETAIL
8" X 8" X 16" KNOCK OUT BLOCK
TOP COARSE WITH 1 #5 HORIZONTAL
REBAR TIED TO ALL VERTICAL RODS
--;
8" X 8" X 16" KNOCK OUT BLOCK
OVER POWER STEEL LINTELS, WITH
• I EACH •5 REBAR IN THIS COARSE
a WHEN SPAN OF LINTEL 18 OVER 14"
OPTIONAL POWFER 3T55L LINT51- DF-TAIL
6" X 8" X 16" KNOCK OUT BLOCK
II TOP COARSE WITH 1 0 5 HORIZONTAL
REBAR TIED TO ALL VERTICAL RODS
• ::-;
6" PRECAST LINTEL BLOCK
e .. OVER ALL OPENINGS, 1 EACH
•o, 05 REBAR IN THIS COARSE WHEN
SPAN OF LINTEL OVER 5'2"
OPTIONAL STANDARD PRECAST DETAIL
HORIZONTAL LINTEL "5 REBAR
2 "
HOOK LAPS MINIMUM
b" Wi H Z 'I'IE8
FOOTER 0 5 REBAR
ROD CHAIRS
I REBAR I - AP DIrTAILB
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIAOILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, OEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONA51-11 ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, DUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
1/2" CDX OR 1/16" 060 ROOF SHEATHING
NAILED 0 OC ON ALL EDGES AND IN THE
FIELD WITH SO NAILS, U6E STML PLYCLIP6
AND 0 15 FELT WITH SHINGLES, RIDGE VENT
AS REQUIRED
USE (1) SIMPSON HETA20 TRU68 STRAP
POURED IN LINTEL AT ALL TRUSS BEARING
LOCATIONS EXCEPT AS NOTED ON TRU66
PLAN, FILL ALL NAILS HOLE6 WITH lOD X
1 1/2" NAILS
2X4 OR 2X6 WOOD SUB WITH
ALUMINUM SOFFIT AND FACSIA
TRIM
SEE LINTEL CHART
ALUMNI S.H. WINDOWS
ENGINEERED ROOF
TRUSSES 24" OC
MIN R -22 INSULATION
IN ALL ATTIC AREAS
\\\-- 1/2" CEILING TYPE GYPSUM BOARD
SINGLE BOND BEAM WITH (1) 05
REBAR CONTINUOUS TIED TO ALL
VERTICAL ROD$
3/4" P.T. FURING WITH 3/4" TUFF R
INSULATION BOARD AND 1/2" GYPSUM
MASONRY SILLS
8" BLOCK WALL 8'O" IN HEIGHT L
DECORATIVE CEMENTITOU6 FINISH
16 X 12" FOOTINGS WITH
(2) 05 REBAR ON CHAIRS �\ ,
GROUND WIRE TO
FOOTING REBAR
PRE -ENG. TRUSSER
8'0" IBL.00K WALL. OFETAIL NOT TO SCALE
SEE PLC
PLAN
SIMPSON HIO
u18-8d TO TRUSS
1 TO BEAM
SIMPSON AC4 MAX POST TO SEAM
ANCHOR 8- 160 NAILS TO POST AND
12 -160 NAIL$ TO BEAM
4" X 4" P.T. WOOD POST
SIMPSON ABU44 W/ 12 - 16d COMMONS
TO POST - (1) 5/8" X 6" ANCHOR BOLT
MUST HAVE 2" MIN CONCRETE EDGE ON
ALL SIDS OF POST ANCHOR
TYPICAL 4" CONCRETE SLAB WITH WIRE MESH
_ OR FIBER MESH AND 6 MILL VIOMEEN OVER
CLEAN COMPACT TERMITE TREATED SOIL
PORCH BLAB
Tp
a
12" X 24" X 24" PAD WITH
3 EACH 0 5 REBAR EACH
DIRECTION. CENTER PAD
ON POST
P08T / BEAM DETAIL.
8" HLOCK WALL
4" CONCRETE BLAB
MIN. 2500 P81
OVER TREATED
0 3 VERTICAL REBAR
COMPACTED FILL I
N
2 - REBAR 0 0
ON CHAIRS =:�
1 61, G"
FIRE WALL MONO, INT BEARING FOOTING DETAIL
0 5 VERTICAL RODS FROM
FOOTINGS TO BOND BEAM
12" 4"
WITH 24" LAP MINIMUM
BOTTOM OF FOUNDATION
MINIMUM 12" BELOW GRADE
.
I
30' O"
ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN
AND IS THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO PLACE
FIXTURES IN CORRECT LOCATION, PLUMBING DRAIN LINES ARE NOT A
STRUCTURAL PART OF DRAWINGS AND MAY VARY IN FIELD WITHOUT
APPROVAL FROM ENGINEER OF RECORD,
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDI:Y P.E.
FLORIDA LICENSE NUMBER 31296
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001
FOR 110 MPH ( 3 SECOND GUST ) WIND ZONE - 90 MPH FASTEST
SPEED
0
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0 N 0
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UNIT 0 1
LIVING 816,0
ENTRY 42.6
TOTAL 858,6
UN17 02
LIVING 800.0
ENTRY 2 0.0
TOTAL 820.0
TOTAL 1618.6
PG
2OF4
ARKAY N 703 (
FOUNDATION 4 FL_UM eING PLAN 1/4 = 10111