HomeMy WebLinkAbout38639 & 38641 ROSE LNO
cA
RIDGE VENT
12
r J
o..
O
MEN
WIND DESIGN PRESSURE SCHEDULE
OPENING
P061TIVE
NEGATIVE
OPENING
ICI ;r
i
�I ill
( A)
21.20
RIDGE VENT
16" OH
12' OH
1? OH
.. . . . . . . . . . . . . . . . . . . r =M . . . . . . . . . . . .
.
DECORATIVE CEMENTITOUS FINISH _ _
LEFT ELEVATION 1/4"
RIDGE VENT
RIDGE VENT
12" OH
. . . . . . . . . . . . . .
-----------------•---- ------ --- _- ____-- --- -- --- ---- ----- ---- --- ----------- -- -- - ----- --- ----- ---- ---- -------- DECORATIVE CEMENTITOU FINISH •- - --- ----------------
RIGHT ELEVATION 114"
12
16' o ff
DECORATIVE CEMENTITOUS FINISH . .
REAR ELEVATION 1/4" _ 1 '011
THE GLINT 1 AVERBTANDS THAT THIS DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREE6 TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOS8E6 AND
EkFEN6ES (INCLUDING REASONABLE ATTORNEY FEES) ARISING 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 C08T OF
REPAIRS OR Dl1AY TO THE CONSTRUCTION
IT WI BE THE RESPONSIBILITY OF THE CONTRACTOR
/OWNER TO PROVIDE DOCUMENTS SHOWING THAT ALL
WINDOWS AND DOORS ON THIS SPECIFIC J013 MEET THE
DESIGN PRESSURES STATED ON PLANS,
WIND DESIGN PRESSURE SCHEDULE
OPENING
P061TIVE
NEGATIVE
OPENING
POSITIVE
NEGATIVE
( A)
21.20
-73.00
(1)
20.80
-21.20
(B)
2L20
-23,00
(��
s1,�c1
.0,60
(0)
20,60
-71.20
(K)
21.80
-23.60
(D)
21.00
-21.38
(L)
21.20
-71.96
(9)
20.80
-71.60
(M)
21.20
-21.96
(F)
21.80
-23.60
21.20
-23.00
(G)
20.80
-21.20
(0)
21.80
-29.10
(H)
21.00
-2138
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FLAT CEILINGS
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B ED �I
FLAT CEILINGS
I HOUR FIRE WALL
RAT 0 2 0
AT CEILINGS
10' 4"
30' O"
#6 VERTICAL RODE FROM
FOOTINGS TO BOND BEAM
ABOVE
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BED1 iv
FLAT CEILINGS
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DINING RM
VAULTED CEILNGS
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DINING RM
VAULTED CEILINGS
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12' 9"
LIVING RM
VAULTED CEILINGS
N
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2 SH EGRESS
51 411 (A)
VOL 2 X 12 0 2 PINE BEAM
WITH ONE LAYER 1/2" PLY -
WOOD IN CENTER
13' 4"
3' O" To
I; 25 SH CC) 1
ENTRY ;I
I � 11 4 11 1 1 4 11 ; I
1
4 X 4 P.T. P08T
10' a"
v
SIMPSON MBHA3.6 111.26" HANGER
SECURED TO WALL USING 3/4 "X8"
ANCHOR BOLT AT ALL BEAM TO
BLOCK LOCATIONS. BOLT TO BE
3 3 16" FROM EDGE OF BLOCK WITH
MINIMUM 3000 1 POURED CELL
30' O"
FLOOR PLAN 114" 1 1011
i_l• \'rITHALL ALL E XTERIOR WALLS ACT AS SHEAR WALLS
C BUd -DL \C
NATION.',L LLL,."IiuC CODE AN
0171 OFLEPHYP.1liLLS0ZllL\ANCES ARKAY ENGINEERING INC.
♦ STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 31296
PLANS P�• /
GATE_._ -_" - 4v- 0 f
4
� i-A� L IVING RM
VAULTED CEILINGS
Q 1 OII
1 HOUR FIRE WALL
NO
(9 - -� -- ° - - - - -, (G) 4
o 0 1
WATER ENTRY
HEATER REP
L IG RANGE
L KITCHEN
8 = 0 VAULTED CEILINGS m
° cN
N
3 1 9 11 211 �� �II i - i -
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
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UNIT 8 1
LIVING 816,0
ENTRY 42,6
T O TAL 85&.6
UN IT" �
LIVING 800.0
ENTRY 20.0
TOT a20.O
TOTAL 1618.6
1 OF 4
ARKAY 0753
2072 NaAiona' E'ectrFca' Coce
F:yrrnn Con truc•tion
1: ose Lane ci 14th Street
All 125 -volt, single - phase, 15- and 20- ampere receptacles installed outdoors shall have ground -fault circuit - interrupter protection
210.8(AX3):
for personnel
In addition to the number of branch circuits required by other parts of this section, at least one 20- ampere branch circuit shall be
210.11(Cx3):
provided to supply the bathroom receptacle(s). This circuit shall have no other outlets.
Where the 20- ampere circuit supplies a single bathroom, outlets for other equipment within the same bathroom shall be permitted
Exception:
to be supplied in accordance with 210.23(4).
All branch circuits that supply 125 -volt, single phase, 15- and 20- ampere outlets installed in dwelling unit bedrooms shall be
210.12(6):
protected by an arc -fault circuit interrupter listed to provide protection of the entire branch circuit.
Receptacles shall be installed so that no point measured horizontally along the floor line in any wall space is more than 1.8m (6ft)
210.52(4x1):
from a receptacle outlet.
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.
n
If)]
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 4'5"
4' -5" TO 8'O"
8 12
12 TO 16
24"
0' -0 TO 4
4'0" TO l'O"
l'O" TO 10'0"
10'0" TO 14'0"
g�
L
IN
ELECTRICAL PLAN 1/4 - 11011
THB ELECTRICAL DRAWINGS ARE NOT A
6TRUCTURAL PART OF DRAWINGS AND MAY
VARY IN FIELD WITHOUT APPROVAL FROM
ENGINEER Of RECORD
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD 14ARMLE66, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THB DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT N THH EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COOT OF
REPAIRS OR DELAY TO THE CONSTRUCTION
STEP DOWN GABLE TRUSS WITH ONE LAYER
1/2" COX SHEATHING OR 1/16" OSB NAILED
4" Or- WITH 8D COMMON NAILS
ATTACH BOTTOM CORD OF GABLE TRUSS
TO 2 X 6 PLATE WITH 16D NAILS 6" Or,
MAX, 24" OVERHANG
NOTES NO L BRACING REQUIRED WHEN
PEAK OF GABLE 16 4'0" OR LESS
"L" BRACING TO EXTEND AT LEAST 90 %
45 DEGR OF WEB LENGTH ( SEE TABLE ABOVE )
MA Xi
1/2" GYPSUM WALL BOARD
TYPICAL ELECTRICAL RISER DIAGRAM I
0 4 CU DRIVEN GROUND
RODS 2 EACH 8'O" APART
SINGLE PHASE
BREAKER PANEL
WITH MAIN
2" GALV NIPPLE
CONCRETE ENCASED "LIFER"
ELECTRODE REQUIRPD PER
ART 250-50-1 N.E.C. MUST
BE INSPECTED PRIOR TO CONCRETE
PLACEMENT
BACKNAIL W/ (2) 16D
NOTE,
2X4 OUTRIGGI =RS AT 24" OC NO DROP GABLEE NEEDED
CONNECT OUTRIGGI=RB TO WHEN OVERHANG 16 12" OR
GABLE WITH 61MP60N H2.5 LESS
2 X 4 WEB BLOCKS NAILED IN BETWEEN
WE56 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
WP 110 V
`MY WATERPROOF
OUTLET
IIOV LIGHT
CAN BE CEILING
OR WALL (TYP)
SMOKE
DETECTOR
® 1101 SO Cr-M'6
BATH FAN
CEILING FAN W/ LIGHT
O CAN/ BALL FIXTURE
zz - :4 ELECTRICAL PANEL
9 WALL SCONCE
® TELEVISION
FLUORESCENT
FIXTURE
EXTERIOR DBL FLOOD
® PHONE
BATH FAN
LIGHT COMBO
IN ACCORDANCE WITH CHAPTER 411.003 (2) (V OF THE FLORIDA AOMIN16TRATIVS CODE= ELECTRICAL
PLUMBING AND MECHANICAL BYSTEM6 SHALL D@ DESIGNED BY THE RE6PECTIVE CONTRACTOR TO
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON
ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REOWREMENT6.
ALL MZ-CTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
ALL ELECTRICAL OUTLETS IN BEDROOMS f FIXTURES SHALL BE WIRED INTO AN ARC - FAULT INTERRUPTER
"AFI" CIRCUIT
6MOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
TO BEDROOM AND OTHER LIVING AREAS
GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C.
3 - 2/0 THNN CU FEEDERS
2 X 4 NAILER ATTACHED TO BOTTOM
CORD OF GABLE TRUSS AND COMMON
TRUSS WITH 2 EACH 120 COMMON NAILS
AT EACH UPRIGHT MEMBER OF GABLE
MIN 2 X 6 P.T. PLATE WITH
1/2" X 8" ANCHOR BOLTS
AT 24" CC,
GAE3LE END B RA CING DETAIL
i" rECNANICAL. PLAN 3116 11 = I
MECHANICAL CONTRACTOR TO PROVIDE A RETURN AIR MECHANICAL CONTRACTOR TO VERIFY ALL DUCT
GRILL FOR ALL ROOMS THAT HAVE A UNEALANCEO AIR AND UNIT SIZE. THE MEC"A CAL DRAWINGS ARM
FLOW PER F.M.C. 601.4 OR UNDE t CUT pOORB NOT A 6TRCTURAL PART OF ORAWING6 AND MAY
VARY M FIELD WITHOUT APPROVAL FROM ENGNEER
OF RECORD
30,0 11
ROOF TRUSS PLAN 1/4 = 1
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDI =Y P.E.
FLORIDA LICENSE NUMBER 31196
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH THE FLORIDA BUILDING GODS 2001
FOR 110 MPH ( 3 SECOND GU6T ) WIND ZONE - 90 MPH FASTEST
SPEED
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14.1
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UNIT 0 1
LIVINGS 816,0
ENTRY 42.6
TOTAL 858.6
utillf to
LIVING 800.0
ENTRY 20.0
TOT 820.0
TOTAL 1618.6
PC
3OF4
ARKAY # 753 1
ELECTRICAL LEGEND
420 V G.F.I.
110 Y
FAULT
W jJ
(�
j
GROUND
RECEPTACLE
SWITCH A.F.I.
110 V
ARC FAULT
1L
RECEPTACLE
WP 110 V
`MY WATERPROOF
OUTLET
IIOV LIGHT
CAN BE CEILING
OR WALL (TYP)
SMOKE
DETECTOR
® 1101 SO Cr-M'6
BATH FAN
CEILING FAN W/ LIGHT
O CAN/ BALL FIXTURE
zz - :4 ELECTRICAL PANEL
9 WALL SCONCE
® TELEVISION
FLUORESCENT
FIXTURE
EXTERIOR DBL FLOOD
® PHONE
BATH FAN
LIGHT COMBO
IN ACCORDANCE WITH CHAPTER 411.003 (2) (V OF THE FLORIDA AOMIN16TRATIVS CODE= ELECTRICAL
PLUMBING AND MECHANICAL BYSTEM6 SHALL D@ DESIGNED BY THE RE6PECTIVE CONTRACTOR TO
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON
ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REOWREMENT6.
ALL MZ-CTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
ALL ELECTRICAL OUTLETS IN BEDROOMS f FIXTURES SHALL BE WIRED INTO AN ARC - FAULT INTERRUPTER
"AFI" CIRCUIT
6MOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
TO BEDROOM AND OTHER LIVING AREAS
GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C.
3 - 2/0 THNN CU FEEDERS
2 X 4 NAILER ATTACHED TO BOTTOM
CORD OF GABLE TRUSS AND COMMON
TRUSS WITH 2 EACH 120 COMMON NAILS
AT EACH UPRIGHT MEMBER OF GABLE
MIN 2 X 6 P.T. PLATE WITH
1/2" X 8" ANCHOR BOLTS
AT 24" CC,
GAE3LE END B RA CING DETAIL
i" rECNANICAL. PLAN 3116 11 = I
MECHANICAL CONTRACTOR TO PROVIDE A RETURN AIR MECHANICAL CONTRACTOR TO VERIFY ALL DUCT
GRILL FOR ALL ROOMS THAT HAVE A UNEALANCEO AIR AND UNIT SIZE. THE MEC"A CAL DRAWINGS ARM
FLOW PER F.M.C. 601.4 OR UNDE t CUT pOORB NOT A 6TRCTURAL PART OF ORAWING6 AND MAY
VARY M FIELD WITHOUT APPROVAL FROM ENGNEER
OF RECORD
30,0 11
ROOF TRUSS PLAN 1/4 = 1
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDI =Y P.E.
FLORIDA LICENSE NUMBER 31196
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH THE FLORIDA BUILDING GODS 2001
FOR 110 MPH ( 3 SECOND GU6T ) WIND ZONE - 90 MPH FASTEST
SPEED
O
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z ( L9 o
N
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V
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14.1
N
UNIT 0 1
LIVINGS 816,0
ENTRY 42.6
TOTAL 858.6
utillf to
LIVING 800.0
ENTRY 20.0
TOT 820.0
TOTAL 1618.6
PC
3OF4
ARKAY # 753 1
G12"NSRAL. NOTES:
THIS BUILDING WAS OPEN DESIGNED TO CONFORM TO THE FLORIDA BUILDING CODE 2001,
ARKAY ENGINEERING INCs A REGISTERED LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY'S HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
OF THIS STRUCTURE
THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS WALL BE DESIGNED FOR TWO
FOLLOWING SUPERIMPOSED LOADS
FLOORS+
LIVE LOADS - 40 P.O.P.
DEAD LOADS - 10 P,B,F,
GARAGE SLASs
LIVE LOADS - 50 P.B,F,
DEAD LOADS - 10 P.S.F.
ROOFS
LIVO LOADS (TRUSS TOP CORD) - 20 P.O.P.
DEAD LOADS (TRUSS TOP CORD) - 10 P.S.P. 18 P.B.F. WHEN TILE ROOF INSTALLED
LIVE LOAD (TRUSS BOTTOM CORD) - 10 P.O.F.
WINDS ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.B.F.
BUILDING 16 DESIGNED TO CONFORM TO ABCE 1 -98, CHAPTER 6s PER FLORIDA BUILDING
CODE 2001 SECTION 1606.1.1
WIND DESIGN ASSUMPTIONSs
BUILDING EXPOSURE - M
BUILDING IMPORTANCE FACTOR " 1,0 ( CATEGORY II )
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT . 1.0
ENCLOSED BUILDING
INTERNAL PRE88URO COEFFICIENT • • / - 0.18
SEE WIND SPEED INFORMATION STATED ON PLANS
TYPE 5 CONSTRUCTION
SOIL BEARING 4 COMPACTIONS
THESE PLANS WERE DRAWN BASED UPON AN ALLOWA15LO SOIL SEARING CAPACITY OF
2000 P.B.P.( MINIMUM ) TWO CONTRACTOR/PROPERTY OWNER 16 RESPONSIBLE FOR VERIFYING
THAT THE SOIL ON TWO SITE 16 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
SUPPORT A 2000 P.B.F. FOUNDATION LOADING
ARKAY ENGINEERING INCs A REGISTERED L10EN8ED FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANYs DESIGNED THESE FOUNDATIONS WITHOUT V161TING THE CONSTRUCTION
SITE NOR PERFORMING ANY SOIL TESTING
ARKAY ENGINEERING INC SHALL NOT ME RESPONSIBLE FOR THE! SITE SOIL ABILITY TO SUPPORT
THE BUILDING LOADS
FOUNDATION 4 SLAB — ON- GRADE NOTES :
BUILDING 61TO SHALL SO SCRAPED TO REMOVE ALL ORGANIC MATERIALS:.
ANY ADDITIONAL FILL PLACED ON TF+O BUILDING PAD AREA, SHALL BO COMPACTED
OUCH TWAT IT CAN ADEQUATELY SUPPORT A 2007 P.S,F. FOUNDATION LOADING. SLAB
614ALL SO PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
AND TERMITE POISONED $OIL
CONCRETE UTILIZED IN THE FOUNDATION AND $LAM$ SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2500 P.S.R.
REINFORCING STEEL SHALL SO 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 06 REBAR / 35" FOR 0 1 RE13AR
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSE$ ( AFTER
FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BABE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSE ARE REQUIRED
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BO ON SITE
FOR THE BUILDING INSPECTORS USE , OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
STRING STRECTED FROM MARKER TO MARKER TO VERRY REQUIRED SET BACKS
MASONRY UTALLSs
CONCRETE MASONRY UNIT WALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ABTM C -90
AND WALL WAVE MINIMUM F'M OF 1500 P,8.1,
MORTAR WALL CONFORM TO ABTMC -210 AND SHALL BE EITHER TYPE M OR S
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH, ASTMA -615, LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR i5 RE13AR
30" FOR 0 6 RPDAR AND 35' FOR 0 1 RESAR.
GROUT FOR THE POURED CELLS AND LINTELS 614ALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSVE STRENGTH OF
2000 P,B,I: ( WHEN TESTED PER ASTM C4019 )
PROVIDE CLEAN OUT OPENINGS l 12 60. IN, ) IN CELLS CONTAINING SPLICED REINFORCEMENT. WHEN
TWO GROUT POUR EXCEEDS 5 FEET IN HEIGHT
ROOFING 4 FLASHINGSs
ROOFING SYSTEM AND FLASHING AS STATED IN PLANS MUST CONFORM TO CHAPTER 15 OF THE FLORIDA
BUILDING CODE 2001. FLASHING SPECIFIC SECTION 1501,3.9 CONTRACTOR OR OWNER MUST PROVIDE WITH
PLANS SPECIFIC PRODUCT INFORMATION OOTAILNG INSTALLATION OF PRODUCT TO MEET WIND DESIGNS
OF THIS SET OF DRAWINGS.
TIMBER MATERIALS,
ALL TIMMERS MATERIALS BNALL SE AS FOLLOWS,
LVL SEAMS $HALL BE (,9O) MCALL18tER LVL MATERIALS MANUFACTURED BY TRUSS JOIST
MACMILLAN (OR EQUAL)
LUMBER UTILIZED IN BOTTOM PLATO, TOP PLATER ,P06T, STUDS PACKS AND SEAMS
SHALL 1511 0 2 YELLOW PINE (OR BETTER)
EXTERIOR AND INTERIOR LOAD SOARING STUDS SHALL BO 0 2 SPRUCE (OR BETTER)
ALL OTHER STUDS SHALL SO "STUD GRADE" BPRUCO SPACE 16" OC, ALL SPLICES AT
TOP PLATE MUST SE MINIMUM 4'0' AND NAILED 4' OC WITH YID COMMON NAILS
POL P06T WALL BE (LSE) PARALLAM POL MATERIALS MANUFACTURES BY TRU66JOIST
MACMILLAN ( OR EQUAL), SEE POST SUPPORT TABLE FOR LOAD VALUES.
EXTERIOR WALLS WALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/16" 0.6,13. ( 2-M-W RATING) NAILED
WITH 8D NAILS SPACE AT 3' OC ALONG ALL HORIZONTAL JOINT& AND EDGER, 6" OC ALONG ALL VERTICAL
JOINTS AND EDGES AND 12" OC ALONG ALL INTERMEDIATE STUDS
AT OPENINGS 5'O" WIDE OR LARGER STRAP HEADER SEAM TO THE HEADER STUDS WITH (2) USP OR SIMPSON
LOTA24 STRAP TIES AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION
WITH USP OR SIMPSON HTTI& TENSION TIE
INTERIOR STUD WALL$ TO 1313 OF 2 X 4 0 2 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
PINE BOTTOM PLATE AND SINGLE 2 X 4 " SPRUCE TOP PLATE WITH STUDS SPACED
MAXIMUM 24" OC, WALLS TO HAVE 1/2" GYPSUM BOARD EACH 8100, 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 CORNER&)
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLOTE, INSPECTED AND APPROVED
PRIOR TO REQUESTING THE FRAMING INSPECTION.
IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY SO USED IN PLACE OF THE
U&P OR SIMPSON CONNECTORS SHOWN
THE CLIENT UNDERSTAND$ THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLE68, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIM&, LOSSES AND
EXPEN$E8 (INCLUDING REA60NAMLIN ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THU
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
SOIL TERMITE TREATMENTs
INITIAL SOIL POISONING TREATMENT 614ALL BE DONE AFTER ALL EXCAVATION
BACKFILLING 4 COMPACTING ARE COMPLETE (PER FOC 1816,1,1)
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE TREATED
l INCLUDING ANY BOXED OR FORMED AREAS) (PER FOC 18161.2.)
BOXED AREAS IN TWO CONCRETE $LAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMAMENT METAL OR PLASTIC FORMS, PERMAMENT FORMS MUST SE OF AN ADEQUATE
SIZE t DEPTH TO ELIMINATE ANY DIOTURMANCE OF THE SOIL AFTER THO INITIAL TREATMENT
(PER FSC 1816.1.3)
A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
BE REQUIRED (PER FSC 1816.1,4)
ALL BUILDINGS ARE REQUIRED TO HAVE A PRO CONSTRUCTION TERMITE TREATMENT
(PER FSC181611.1)
AFTER ALL WORK 18 COMPLETE ANY LOOSE WOOD AND FILL MUST OE REMOVED FROM
BELOW AND WITH IN 12" OF THE BUILDING, THIS WALL INCLUDE ALL GRADE STAKES TU13
TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS
(PER FOC 2303.113)
NO WOOD VEGETATION, STUMPS, CARDBOARD, TRASH, ETC, SHALL BE BURIED WITHIN 15' O
OF ANY BUILDING OR PROPOSED BUILDING (PER FBC 23031.4)
ANY CONCRETE OVER POUR MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT (PER FMC 18160.5)
EXTERIOR SOIL TREATMENT MUST BO APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12' OF TWO STRUCTURE SIDE WALLS (PER FMC 1816,1,6)
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER TWO
VERTICAL BARRIER 16 APPLIED, SHAD- SO RETREATED (PER FSC 1816,14)
IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND $PRAY HEADS 614ALL NOT BE
INSTALLED WITH 12" OF TWO BUILDING BiDEWALLB (PER FBC 1503.4,4)
CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
810E WALLS (PER FSC 1503.4.4)
THE DISTANCE FROM THE EXTERIOR WALL COVERING f EXCEPTIONBs PAINT AND DECORATIVE
CEMENTITIOUB FINISH LESS THAN 5/8' THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
AND FINAL EARTW GRADE SHALL NOT BE LE88 THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE
TERMITE INFESTATIONS (PER FBC 1403.1.6)
A " CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE
614ALL STATES (PER FMC 18150,1)
" THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITE$. THE TREATMENT 16 INACCOROANCO WITH THO RULES AND LAWS OF THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONSUMERS SERVICES
A PERMAMENT SIGN THAT IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE INSPECTION
AND TREATMENT CONTRACT RENEWAL SHALL OE PROVIDED, THE SIGN SHALL BE P06TW NEAR THE WATER
HEATER OR ELECTRICAL PANEL (PER FBC 104,2.6)
TRUSSES:
IF TWO CONTRACTOR, TRUSS MANUFACTURE OR ANY OTHER DE61GN PROFESSIONAL REVISE THE
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLAN$ ARKAY ENGINEERING, INC 18
REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH, THE
DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
EXTERIOR WINDOWS 4 DOORSs
ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH,
AN81 /AMMA/NWWDA 101/182 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES WALL 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 PRESOURE6 SPECIFIED
ELECTRICAL, PLUMBING, 4 MECHANICALs
IN ACCORDANCE WITH CHAPTER 411,003 (2) (1) OF TWO FLORIDA ADMINISTRATIVE CODES ELECTRICAL
PLUMBING AND MECHANICAL SYSTEMS WALL SE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEM$ DRAWN HERON
ARE BABE UPON A DE61GN PROVIDED BY THE OWNER TO ADDRESS HIS /HER REQUIREMENTS.
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR &INK$), GARAGE AND AT
EXTERIOR LOCATIONS SHALL BO WIRED INTO A GROUND FAULT INTERRUPTER "CFI' CIRCUIT
ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SHALL SO WIRED INTO AN ARC -FAULT INTERRUPTER
"AEI" CIRCUIT
SMOKE DETECTORS SHALL SO PLACE IN EACH BEDROOM AND
IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING
AREA$
SAFETY GLAZING=
TWO FOLLOWING WALL SO CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF
GLAZING
(1) GLAZING IN OWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS
ASSEMBLIES
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOL$, SAUNAS, STEAM
ROOM&, BATHTUBS AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE TWO BOTTOM EDGE OF THE GLAZING 16 LESS
THAN 60" ABOVE TWO DRAIN INLET
(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE 16 WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED
POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN 60" ABOVE TWO FINISH FLOOR OR
WALKING SURFACE
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEWS ALL OF TWO FOLLOWING
(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 80. FT.
(S) BOTTOM EDGE LESS THAN 18' ABOVE THE FLOOR
(C) TOP EDGE GREATER THAN 36" ABOVE TWO FLOOR
(D) ONE OR MORE WALKING SURFACES WITHIN 36' HORIZONTALLY
OF THE PLANE OF THE GLAZING
DRAFTSTOPPINGs
IN SINGLE FAMILY DWELLING$, ORAFTBTOPPINGB BNALL BE PROVIDED ( PARALLEL TO THE MAIN
FRAMING MEMBERS) IN FLOOR / CEILING A881EMBLIE6 SEPARATING USEABLE $PACE&. DRAFTBTOPPING
SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CEILING ASSEMf5LEY 16 BROKEN UP INTO TWO OR MORE
APPROXIMATED AREAS WITH NO AREA GREATER THAN 500 SQ,FT,
ATTIC ACCESSs
ATTIC SPACES SHALL BE PROVIDED WITH AN INTERIOR ACCESS OPENING NOT LEO& THAN
22 "X36 ACCESS OPENING WALL SO ACCESSIBLE AND PROVIDE WITH A LID OR DEVICE
THAT 16 EASILY REMOVED OR OPENED, WHEN MECHANICAL EQUIPMENT 16 INSTALLED IN
THE ATTIC, IT SHALL SE INSTALLED IN ACCORDANCE WITH MECHANICAL CODS.
ACCESS 16 NOT REQUIRED WHEN THE CLEAR HEIGHT OF TWO ATTIC SPACE , MEASURED
AT TWO ROOF PEAK IS LESS THAN 24',
2 X B CUT TO FIT BETWEEN TRUSSES
ANCHORED TO BLOCK WALL WITH
1/2" X 8' ANCHOR BOLTS 32" OC
NAIL TRU88ES ALONG BOTTOM —
CORD WITH 120 COMMON NAIL$
12" OC
ROOF TRUSSES
�J
R -19 INSULATION
rJ
(TYP) 1/2" GYPSUM CEILING BOARD
3/4' P.T. FURING STRIP AND I LAYER 5/8' TYPE
X DRYWALL EACH SIDE OF BLOCK WALL AND ON
ROOF TRUSS ABOVE FROM FLOOR TO BOTTOM OF
ROOF SHEATHING A50v9
(2) "5 RESAR ON
(TYP) 1/2" GYPSUM CEILING BOARD
i
3/4' P.T, FURING STRIP AND I LAYER 5/8' TYPE
X DRYWALL EACH SIDE OF BLOCK WALL AND ON
ROOF TRUSS ABOVE FROM FLOOR TO BOTTOM OF
ROOF SHEATHING ABOVE
0 5 VERTICAL RODS AS
SHOWN ON FOUNDATION
PLAN
Full (TYP) 4" CONCRETE BLAB
0
1 1— 11
24"
1 HOUR BLOCK FIRE WALL DETAIL
STEEL PLYCLIPS
CAULK DOOR FRAME PER YOUR
MANUFACTURES RECOMMENDATIONS
ATTACH MINIMUM 3/4" P.T. BUCK STRIP
THAT 18 THE MINIMUM WIDTH OF YOUR
WINDOW FRAME USING .09'1 X 1 3/8"
T- NAILS MAXIMUM 10" OC
CAULKED WINDOW PER YC
WINDOW MANUFACTURES $'
RECOMMENDATIONS TO MI
LOAD AND COMPRESSION
FOR YOUR JOB LOCATION
BL OCK WINDOW ATTACHMENT DETAI
5IMP60N M15HA3,56111,25" HANGER
OR EQUAL FILL ALL NAIL HOLES
TO B1=AM WITH 100 X 1 1/2" TYPICAL
TRUSS NAILS
SECURING WINDOW TO BUCK STRIPS PIER
YOUR MANUFACTURES INSTRUCTION TO MEET
WIND LOAD AND COMPRESSION RATINGS FOR
YOUR JOB LOCATION. ALL ANCHOR SCREWS
MUST PENETRATE BLOCK WALL A MINIMUM OF
1 114" AND THERE SHALL BE A MAXIMUM 1/4"
SPACE BETWEEN BUCK AND WINDOW FRAME
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 .OS 1X1 3/8"
T- NAILS MAXIMUM 10" OC.
SECURING PREHUNG TO BUCK STRIPS
PER YOUR MANUFACTURES INSTRUCTIONS
TO MEET WIND LOADS AND COMPRESSIONS
RATINGS FOR YOUR JOB 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
BLOCK DOOR ATTACHMENT DETAIL
34. A301 ANCHOR BOLT 5 5/8" FROM OF EDGE
OF DLOCK WALL WITH MIN, 6" EMBEDDED
IN 3000 P81 CONCRETE GROUT
-sin.
FILLED CELL (TYP) I I
I I
8 CMU W/ 3000 P81 I
CONIC 4 LINTEL W/
1 40 5 0 MIN, LAP 30" I I
E3M /WALL CONN
7BL 2 X 12 0 2 PINE BEAM WITH ONE ARKAY ENGINEERING INC.
LAYER 1/2" COX IN CENTER STRUCTURAL ENGIN£ER8
RICHARD L. KIDOF -Y P.O.
FLORIDA LICENSE NUMBER 31296
I WERSY 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 Ito MPH, f 3 BECONO GUST) WIND ZONE - 90 MPH, FASTEST
8P�0
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=3 x'
V
UNIT 0 1
LIVING 810,0
ENTRY 42,0
TOTAL 858,6
UN I T �
LIVING 800.0
ENTRY 20.0
TOTAL 820.0
TOTAL 1618,0
PG
4OF4
ARKAY 0 7.63(
LINTEL LOAD CHART l 16 DEEP SECTION
CLEAR $PAN
CONCRSTB U LINTEL
"POWER" StEEL
"POWER' STEEL
BOX LINTEL
I - 6"
4381 PLF ( UNFILLED )
1010 PLF L -2
3865 PLF
2'- 2"
3435 PLF ( UNFILLI =D )
6626 PLF L -2
6830 PLF
2
2111 PLF ( UNFILLED )
5296 PLF L -2
5549 PLF
3' - 2"
2332 PLF ( UNFILLED )
4308 PLF L -2
4613 PLF
4' - O
1835 PLF ( UNFILLED )
3535 PLF L -2
3699 PLR
4' - 6"
1624 PLF ( UNFILLI =D)
3154 PLF L -2
3288 PLF
3' - 2"
2139 PLF »
2146 PLF L -2 «
2864 PLF »
6' - 2"
2211 PLF «
2298 PLF L -2 «
2400 PLF «
11-ON
1981 PLR «
2025 PLF L -2 «
2114 PLF «
so -on
1123 PLR is
1168 PLF L -2 «
2213 PLF «
13 2"
1489 PLF «
1545 PLF L -2 «
1984 PLF «
10' - O
1354 PLF p
1414 PLF L -2 «
1819 PLF «
10
1211 PLF «
1325 PLF L -2 «
1110 PLF »
11' - 2"
1200 PLF »
1230 PLF L -2 «
1629 PLF «
12' - O"
1109 PLF «
1118 PLF L -2 «
1515 PLF to
12' - O
1044 PLF »
1116 PLR L -2 «
1436 PLR «
13' - 4"
1388 PLF » P
1381 PLF L -2 » $L - 1
1364 PLR «
14' - O
1321 PLR « P
1321 PLF L -2 is $L - I
1199 PLF »
16
1152 PLF « P
1048 PLF L -2 to SL - 1
1131 PLF «
18' - O"
1016 PLF is P
$28 PLF L -2 « SL - 1
960 PLF »
18' - O
911 PLF of P
110 PLF L -2 .. SL - 1
893 PLF +-
20' - O
016 PLF « P
629 PLF L -2 » SL - 1
184 PLF «
22' - 8"
189 PLF « P
523 PLF L -2 « SL - 1
606 PLF «
» - DENOTES 0 5 RE15AR X CONT, PLACED IN BOTTOM COURSE AND
16' DEEP SEAM POURED SOLID WITH 2500 PSI CONCRETE.
» P - DENOTES PRE STRESSED U LINTEL WITH •5 REBAR X CONT.
PLACED IN BOTTOM COURSE 1 16" DEEP BEAM POURED SOLID
WITH 2500 PSI CONCRETE
8" X a" X 16" KNOCK OUT BLOCK
TOP COARSE WITH 1 0 5 HORIZONTAL
8" REBAR TIED TO ALL VERTICAL RODS
BOX STEEL LINTEL8 OVER ALL WINDOW
. , AND DOOR OPENINGS, NO 0 5 RE15AR
°. REQUIRED ON BEAMS UP TO 24'0"
WITH NO MORE THAN 6061-58 PLF
OPTIONAL POWER 15OX LINTEL DETAIL
6" X 6" X 16 KNOCK OUT BLOCK
TOP COARSE WITH 1 w5 HORIZONTAL
a " REBAR TIED TO ALL VERTICAL ROD$
- ;
8" X 8" X 16" KNOCK OUT BLOCK
OVER POWER STEEL LINTELS, WITH
1 EACH •5 REBAR IN THIS COARSE
M WHEN SPAN OF LINTEL 18 OVER 12'4
OPTIONAL POWER STEEL LINTEL DETAIL
a" X 6" X 16" KNOCK OUT BLOCK
TOP COARSE WITH 1 #5 HORIZONTAL
811 REBAR TIED TO ALL VERTICAL RODS
•; -ra
a" PRECAST LINTEL BLOCK
OVER ALL OPENINGS, 1 EACH
•O.
+�5 REBAR IN THIS COARSE WHEN
u
SPAN OF LINTEL OVER 5'2"
OPTIONAL STANDARD PRECA8T DETAIL
25 HORIZONTAL LINTEL •5 REBAR
HOCK LAPS MINIMUM
10" WI H 2 TIES
/- FOOTER "5 REBAR
ROD CHAIRS 25"
REBAR LAP DETAILS
THE CLIENT UNDERSTAND& THAT THE DESIGNER CARRIES NO LIADILITY INSURANCE AND THEREFORE
AGREE6 TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, L088E6 AND
EXPENSE6 (INCLUDING REA80NA15LH ATTORNEY FEES) AR181NG OUT OF OR RESULTING FROM THE
PROJECT. THIS DESIGNER WILL W GOOD FAITH ATTEMPT TO PROVIDH ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THH EVENT ERRORS OCCUR THIN DESIGNER WILL NOT 1513 LIABLE FOR COST OF
REPAIR& OR DELAY TO THE CONSTRUCTION
1/2" COX OR - 1/16" OSB ROOF SHEATHING
NAILED 6" OC ON ALL EDGES AND IN THE
FIELD WITH 80 NAILS, USl? STEEL PLYCLIPS
AND 0 15 FELT WITH SHINGLES, RIDGE VENT
AS REQUIRED
USE (1) SIMP60N HETA20 TRUSS STRAP — ENGINEERED. ROOF
POURED IN LINTEL AT ALL TRUSS BEARING TRUSSES 24" QC
LOCATIONS EXCEPT AS NOTED ON TRUSS
PLAN. FILL ALL NAILS HOLES WITH IOD X
1 1/2" NAILS MIN'R -22 INSULATION
IN ALL ATTIC AREAS
2X4 OR 2X6 WOOD SUB WITH 0 I/2" CEILING TYPE GYPSUM BOARD
ALUMINUM SOFFIT AND FACSIA
TRIM
SEE LINTEL CHART SINGLE BOND BEAM WITH (U 0 5
REBAR CONTINUOUS TIED TO ALL
VERTICAL RODS
ALUMN S.H. WINDOWS
3/4" P.T. FURING WITH 3/4" TUFF R
INSULATION BOARD AND 1/2" GYPSUM
MASONRY SILLS
TYPICAL 4" CONCRETE SLAB WITH WIRE MESH
OR FIBER MESH AND 6 MILL VISQUEEN OVER
8" BLOCK WALL 8'O" IN HEIGHT CLEAN COMPACT TERMITE TREATED SOIL
DECORATIVE CEMENTITOU$ FINISH —�
16 X 12" FOOTINGS WITH
(2) fS REBAR ON CHAIRS
+5 VERTICAL RODS FROM
GROUND WIRE TO FOOTINGS TO BOND BEAM
FOOTING REBAR 12" �4"
I l WITH 24" LAP MINIMUM
BOTTOM OF FOUNDATION
MINIMUM 12' BELOW GRADE
a
8'0" 13L"OCK WALL OFETAIL NOT TO SCAL r=
SEE FLC
PLAN
PORCH BLAB
PRE -I:NG. TRUSSES
SIMPSON HIO
W /8-8d TO TRUSS
/ TO BEAM
SIMPSON AC4 MAX POST TO BEAM
ANCHOR 8- 16D NAIL$ TO POST AND
12 -160 NAILS TO BEAM
4' X 4" P.T. WOOD POST
SIMPSON A15U44 W/ 12 - 16d COMMONS
TO POST - (1) 5/8" X 6" ANCHOR BOLT
MUST HAVE 2" MIN CONCRETE EDGE ON
ALL SIDE OF POST ANCHOR
12" X 24" X 24" PAD WITH
3 EACH #5 REBAR EACH
DIRECTION. CENTER PAD
ON POST
POST / 155AM OF-TAIL
4" CONCRETE BLAB
MIN, 2500 PSI
OVER TREATED
COMPACTED FILL
2 - RE13AR
ON CHAIRS
6" BLOCK WALL
05 VERTICAL REBAR
-- - - - - - - - - - - - - - - -
- T
N
O O
FIRE WALL MONO, INT BEARING FOOTING DETAIL
I
30 ........,..., .-
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. KIOPSY P.E.
FLORIDA LICENSE NUMBER 31196
i HERSY CERTIFY THAT THI=3S PLANS AND SPECIFICATIONS
WAS PREPARED SY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001
FOR 110 MPH ( 3 SECOND GUST ) WIND ZONH - 90 MPH FASTEST
SPEED
O O W
Z N C
0 Q
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rx 2
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C4
UNIT 0 1
LIVING 816.0
ENTRY 42,6
TOTAL 858.16
UN1`fi #2
LIVINGS 800.0
ENTRY 20.0
TOTAL 820.0
TOTAL 1618.6
PG
2OF4
A RiKAY # 7531
FOUNDATION 4 PLU1" eING PLAN 1/4 = 11011