HomeMy WebLinkAbout5244 3RD STFOUNDATION PLAN
1/4 11 : 11011
LEFT ELEVATION 1/4 a 11011
t TNB CL.wtf �QQTANDB THAT TIC pFAIGNEA CARRIEt3 NO LfADILITY INOURANGS Ate TF- EREFCR!
A�(2F t0 E ID jaARW!1.EW, ID IF` , AND PW510 001E.R MOM ALL C-LA416, L066E$ AND
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F}2 CON6TTION
TROJE7C'�, T! QX
0 ►yG 8uT 1N THE WANT UkA0 b ODOUR TNI DESIGNER WILL NOT b8 LLAMA G08T OR
014 t»,AY TO TI-411 GONeTRUGTION
IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR /OWNER
TO PROVIDE DOCUMENTS SHOWING THAT ALL WINDOWS AND
DOORS ON T1418 SPECIFIC JOB MEET THE DESIGN PRESSURES
STATED ON PLANS.
WIND DESIGN PRESSURE SCHEDULE FOR ALL OPENINGS
OPENING
ZONE
P061TIVE
NEGATIVE
(A)
INTERIOR
21,20
-23.00
(B)
INTERIOR
21.20
-23.00
(C)
END
21,20
-21,96
(0) DOOR
INTERIOR
18.90
-23.40
TRANSOM
INTERIOR
21.20
-21,96
(E)
END
21,80
-29,10
(F)
END
20.80
-21,20
"IN. 15 • P31
OVER TREATED
COMPACTED FI1 1
6X6 IOPO l kum
(OR EQUAL)
2 - REBAR T E
ON CHA,R5
TYPICAL MONOLITHIC FOOTER
c+
A
FLOOR PLAN 1/4 = 1 1011
ALL.. WORKSHALLCONOLY WR'HALL
PRENAWNGOWES.FLARIDAWUILD
CODE,NAnONAL ELEmucOODBAND
CCTV OF &PHYRIULS ORD"CES
P « ��VI EwED
OAT PY AP PROVED
BUI
MATCH Dc18TING
ROOF PITC44 {N , • <`�
FEILD ,'
� N
INN
WW ! '. M �
W_�
REAR ELEVATION 1,/4 = 11011
ALL WALLS ACT AS SHEAR WALLS
EXISTING
:�N LTT20B ANC!~OR
5CE OF UA NDO.11 AND
3 AND AT EACH CORNER
-- -- -- -- -- -- - --
MATGI.1 E'ic1aT!NG
OVERHANG OF
;
EXISTING EXISTING
I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
RIGHT ELEVATION 1/4 = 11011
ARKAiy ENGINEERI I NC,
R1C4a L KIrgY F►.&
FL0Z10A LkENB$ N&,f.ER 31296
I WER13Y CERTIFY THAT r. +Mg PLANE X 0 3PECIFICAT1ON6
WM PREPARED 13'f MA OR 40ER MY DIR5:T "ERY16ION
ARE IN COMPLIANCH 'JlITN TNB R.CROA EKi1LDING COOS 2001
FOR 110 MPH f 3 &ECOND 4JUST ) W NO 2ONN 10 f- PW RAWW
SPEED
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CUT BACK OVERHANGS
LOWER ROOF FLUSH WITI
KNEE WALL ON TOP OF
PLATE HEIGHT OF NEW
ROOF TRUSSES TO COY
LOWER ROOF
TNH CLIENT U4GEROTAND6 THAT n4la DE6IGNER CARRIES NO VA&LITY N66RANCB AND THEREFORE
AGREES TO HOLD HARMLE66. VEMNJ=Y, AND DEFEND DESIGNER FROM ALL CLAJIS, LO66ES AND
EXPEN6E6 (INCLUDING RLAW,4A33LA ATTORNEY FEES) ARI611`4 OUT OF OR RESULTING FROM THE
PROJECT. TH8 DES, -N Wll.l. IN GOOD FAIn4 ATTWt IPT TO PROYIDH ERROR FREH CON6TR.JGT10N
DRAWINGS, 8UT IN T1413 &VENT ERRORS OCCUR T148 DE61GNM WILL NOT 68 LIADLB FOR COST OF
REPAIRS CR OKAY TO T118 CONSTRUCTION
FROOF TRUSS PLAN 1/4 = 1
TRUSS MANUFACTURE TO VERIFY ALL DETAIL5. IT WILL BE THE OWNERS /CONTRACTCRS
RE5PON81BILITY TO PRO` /IDE AT PERMITTING T1-E TRU85 ENGINEERING LAYOUT SNOWING
UPLiFT8, AND TRUSS PROFILES 50 THAT CONTRACTOR CAN USE PROPER ANC�,ORING
METHODS FROM THE 51MPSON STRONG TIE CHART PROVIDED ON DRAWINGS
MECHANICAL PLAN 1/4 = 1 1 0 11
CK OVERHANGS OF EXISTING
ROOF FLU6H WITH WALLS, FRAME
IALL ON TOP OF ROOF TO MATCH
µE1GHt OF NEW ADDITION. NEW
IRU66E6 TO COVER EXISTING
ROOF
ELECTRICAL PLAN 1 /4 11 = 1 1
3/4" X 11 1/4" RS ROOF 3NEATNiNG NAILED
TO TRUSSES U61NG '00 COMMON NAILS
4" OC. COVER WITH •15 FELT AND FIBER
GLASS 6114INGLE TO MATCH HOUSE
15ALLOON FRAME END WALL 6AA'E
AS ALL OTt -!ER WALLS U61NG 2 X 6
3TUD6 SPACED '6" OC WITH SINGLE
2x6 P.T. BOTTOM PLATE AND DOUBLE
2X6 TOP PLATES. 6kEET WALL U61NG I/2"
COX PLYWOOD OR 088 NAILED 6" Or-
ON 8TIJ08 AND 3" OC PLATES. COVER
WITH TYV EK HOUSE WRAP AND SIDING
TO MATCGN PMeE /
ELECTRICAL LEGEND I
t SIJITCH
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( � I I I Y I RECEPTACLE
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1 0 EXTER R .1A�L FixP RE
`0)1 NT£R+GR FALL FIXTURE
F - - l ELECTRICAL PANEL
® TEL$Y-9�ON
ALL OVER HANGS TO MATCH EXISTING
HOUSE USE 3/4" BEADED 81D NG WITH
BEAD DOWN EXP08ED SOFFIT.
ENGINEERED ROOF TRUSSES
MANUFACTURE TO VERIFY
PITCH IN FIELD
MINIMUM R -22 ;INSULATION
;N ALL AtTIC AREAS
ALL HEADERS TO BE DOUBLE 2X12 n PINE
WITH 2 X4 SPACERS ONE AT TOP AND BOTTOM
OF BEAM NAIL UATH 2 EA ROWS OF 12D COMMON
NAILS AT TOP AND BOTTOM
ALUMINUM
S.H. WINDOWS
1/2" X 0" ANCHOR BOLTS
24" OC POURED IN SLAB
TO SECURE WALL
i
STRAP ALL TRUSSES TO WALLS USING
2 EACH 6iMPWN NP2.5 CLIPS AT EACH
END . FILL ALL NAIL HOLES WITH 100 X
1 1/2" TRUSS NAIL6
/ TYPICAL 4" SLAB WITH WIRE
MESH CR FIBERt-'IESH OVER
r-LEAN COMPACT SOIL WITH
6 MILL VISGX F-EN
R - i9 INSULATION IN WALLS
WITH 1/2" GYPSUM BOARD
o "
MONOLITHIC FOOTINGS
WITH 2 EACH 0 3 RE 5AR
ON CHAIRS
--------- - - - - -- ---- - - - - --
SLAB TO EXTEND UNDER EXISTING
HOUSE FLOOR , FRAME KNEE WALL
TO BOTTOM OF HOU6E FLOOR AND
SECURE TO SLAB U61NG 1/2" X 6"
EXPANSION BOLTS 24" OC AND
STRAP TO WOOD FLOOR OF HOUSE
USE SIMP80N 142.3 CLIPS ON EACH
STUD. FILL ALL NAIL HOLES WITH IOD
X I V2" TRU68 NAILS
CUT WALL. DETAIL. NOT TO 8CAL E
n- - n - - - - - n - -- --
EX18TING
EXISTING
EXISTING
2X4 KNEE WALL FRAME ON TOP OF EXISTING
ROOF TO SAME PLATE N40GHT AS ADDITION.
STUDS AT 16" OC. U60 I EACH SIMPSON L6TA2
FLAT STRAP 12" ON TO STUDS AND 12" ON TO
LOWER WALL OF HOUSE, FILL ALL NAIL HOLES
WITH 160 COMMON NAILS
ARKAY INC.
am;,:G \L EE�l� lrtE QA
RiGH.41RD L- KIDDEY P.F.
FLORIDA LICP NSA Nlli✓ ep-R. 9Y.�96
1 14ERSY CERTIFY THAT TNf611 PLAN6 -4)vV 6PECIFIGAT10N6
WA6 PREPARED 13Y ME OR UNCER MY I: hRECT BUPERV1610N
AR11 IN COMPLIANCH WITH 114,E t -LCRVA BUILDING CODE 2001
F40R 110 MPH l 3 6E OND GUST I WIND ZONIZ - 10 MPW FA6TEOT
SPEED
5�'GKg
CETE+.;"CR
rOv
OATH FAN
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WXERFRCOF
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FLUC RE6r -' £Tv T
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( � I I I Y I RECEPTACLE
CEII-i C.
FAN
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FAN WI LIS; -T
O CAN/ BALL F! x n.RE
1 0 EXTER R .1A�L FixP RE
`0)1 NT£R+GR FALL FIXTURE
F - - l ELECTRICAL PANEL
® TEL$Y-9�ON
ALL OVER HANGS TO MATCH EXISTING
HOUSE USE 3/4" BEADED 81D NG WITH
BEAD DOWN EXP08ED SOFFIT.
ENGINEERED ROOF TRUSSES
MANUFACTURE TO VERIFY
PITCH IN FIELD
MINIMUM R -22 ;INSULATION
;N ALL AtTIC AREAS
ALL HEADERS TO BE DOUBLE 2X12 n PINE
WITH 2 X4 SPACERS ONE AT TOP AND BOTTOM
OF BEAM NAIL UATH 2 EA ROWS OF 12D COMMON
NAILS AT TOP AND BOTTOM
ALUMINUM
S.H. WINDOWS
1/2" X 0" ANCHOR BOLTS
24" OC POURED IN SLAB
TO SECURE WALL
i
STRAP ALL TRUSSES TO WALLS USING
2 EACH 6iMPWN NP2.5 CLIPS AT EACH
END . FILL ALL NAIL HOLES WITH 100 X
1 1/2" TRUSS NAIL6
/ TYPICAL 4" SLAB WITH WIRE
MESH CR FIBERt-'IESH OVER
r-LEAN COMPACT SOIL WITH
6 MILL VISGX F-EN
R - i9 INSULATION IN WALLS
WITH 1/2" GYPSUM BOARD
o "
MONOLITHIC FOOTINGS
WITH 2 EACH 0 3 RE 5AR
ON CHAIRS
--------- - - - - -- ---- - - - - --
SLAB TO EXTEND UNDER EXISTING
HOUSE FLOOR , FRAME KNEE WALL
TO BOTTOM OF HOU6E FLOOR AND
SECURE TO SLAB U61NG 1/2" X 6"
EXPANSION BOLTS 24" OC AND
STRAP TO WOOD FLOOR OF HOUSE
USE SIMP80N 142.3 CLIPS ON EACH
STUD. FILL ALL NAIL HOLES WITH IOD
X I V2" TRU68 NAILS
CUT WALL. DETAIL. NOT TO 8CAL E
n- - n - - - - - n - -- --
EX18TING
EXISTING
EXISTING
2X4 KNEE WALL FRAME ON TOP OF EXISTING
ROOF TO SAME PLATE N40GHT AS ADDITION.
STUDS AT 16" OC. U60 I EACH SIMPSON L6TA2
FLAT STRAP 12" ON TO STUDS AND 12" ON TO
LOWER WALL OF HOUSE, FILL ALL NAIL HOLES
WITH 160 COMMON NAILS
ARKAY INC.
am;,:G \L EE�l� lrtE QA
RiGH.41RD L- KIDDEY P.F.
FLORIDA LICP NSA Nlli✓ ep-R. 9Y.�96
1 14ERSY CERTIFY THAT TNf611 PLAN6 -4)vV 6PECIFIGAT10N6
WA6 PREPARED 13Y ME OR UNCER MY I: hRECT BUPERV1610N
AR11 IN COMPLIANCH WITH 114,E t -LCRVA BUILDING CODE 2001
F40R 110 MPH l 3 6E OND GUST I WIND ZONIZ - 10 MPW FA6TEOT
SPEED
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ADDITION
510 80. FT,
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20F3
ARKAY 0 3149
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510 80. FT,
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20F3
ARKAY 0 3149
GENERA. NOTES;
THIS BUILDING HAS BEEN DE64NEO TO CONFORM TO THE FLORIDA BUILDING CODE 2004.
ARKAY ENGINEERING INC# A REGISTERED LICENSW. FLORIDA PROFESSIONAL STRUCTURAL
ER GINEERING COMPANY, HAS APPLIED ' RATIONAL ANALY61W FOR THE STRUCTURAL DESIGN
OF THIS & TRUCTURE
THE BUILDING (INCLUDING ALL COMP40NENTS AND CLADDINGS SMALL BE DESIGNED FOR THE
FOLLOWING SUPER I MPOSED LOADS
FLOORS,
LIVE LOADS - 40 P.B.F.
DEAD LOADS - 10 P.B.F.
GARAGE 4LAS,
LIVE LOADS - 50 P.B.F.
DEAD LOADS - 10 P.B.F.
LIVE LOADS (TRUSS TOP CORD) - 20 P.B.F.
DEAD LOADS (TRUSS TOP CORD) - 10 P.B.F. 18 P.B.F. WHEN TiLE ROOF INSTALLED
DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S.F.
WIND, ASSUMW TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.B.F.
BUILDING 16 DESIGNED TO CONFORM TO ABLE 1-98, CHAPTER 6: PER FLORIDA BUILDING
CODE 2oOl BECTON 1606.1.1
WIND DESIGN ASBUMPTION6s
BUILDNG EXPOSURE - B
BUILDING IMPORTANCE FACTOR • 1.0
MEAN ROOF HEIGHT 30' OR LESS
HWGHT t EXPOSURE ADJUSTMENTS COEFFICIENT . 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT . • / - 0.18
SEE WIND SPEED INFORMATION STATED ON PLANS
SOIL BEARING 4 COMPACTION:
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF
2000 P.B.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER 16 RESPONSIBLE FOR VERIFYING
THAT tHE SOi. ON THE 817E 16 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
SUPPORT A 2000 P.6.13. FOUNDATION LOADING
ARKAY ENGINEERING INIG. A REGI6TERED LICENSED FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERNG COMPANY, DEIGNED tHESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
SITE NOR PERFORMING ANY SOIL TESTING
ARKAY ENGNEERNG INC SHALL NOT BE RESPONSIBLE FOR THIS BITE SOIL ABILITY TO 84iPPORt
T149 BUILDING LOADS
FOUNDATION 4 SLAB - ON- GRADE NOTES
BUILDING SITE SHALL BB SCRAPED TO REMOVE ALL ORGANIC MATERIALSF.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
OUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.B.F. FOUNDATION LOADING. $LAS
SHALL BE PLACE OVER A 6 MI- VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
AND TERMITE P01WNW BOIL
CONCRHTS UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE SM040TU OF 2500 P.B.F.
REINFORCING STM SHALL BM GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A -619. LAP $PEKES. WHERE REQUIRED SHALL BE A MINIMUM OF 25' FOR
0 9 REBAR , 30' FOR 8 6 REBAR 1 35' FOR '1 RESAR
PLANS ARM ENGINEERED FOR A MAXIMUM BTEMWALL HEIGHT OF 4 COURSES ( AFTER
FINAL 81TE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMIUALL HEIGHT BADE UPON 817E CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSE ARE REQUIRED
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE
FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SMALL Be EXPOSED AND A
STRING STREGTED FROM MARKER TO MARKER TO VERFIY REQUIRED SET BACKS
MASONRY WALLS:
CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WiTH A6TM C-90
AND SHALL HAVE MINIMUM F'M OF 1500 P.S.I.
MORTAR SHALL CONFORM TO ABTMC -210 AND SHALL BE EITHER TYPE M OR 6
REINFORCING ST EEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTMA419. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25' FOR 'S REBAR
30' FOR 0 6 REBAR AND 35' FOR 0 1 RESAR.
GROUT FOR THE POURED CELLO AND LINTEL6 SMALL HAVE A MAXIMUM COURSE AGGREGATE SiZE
OF 3/8' PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
2000 P.61. ( WHEN TESTED PER A6TM 0-1019 )
PROVIDE CLEAN OUT OPENINGS ( t2 W. IN. ) IN CELLO CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 9 FEET IN HEIGHT
ROOFING 4 FLASHING$:
ROOFING SYSTEM AND FLASHING A8 STATED IN PLANS MUST CONFORM t0 GRAFTER 15 OF THE FLORIDA
BUILDING CODE 2081. FLASHING SPECIFIC SECTION 1501.3.3 CONTRACTOR OR OWNER MUST PROVIDE WITH
PLANS SPECIFIC PRODUCT INFORMATION DETAILING INSTALLATION OF PRODUCT TO MEET WIND DESIGNS
OF TRIO SET OF DRAWINGS.
TIMBER MATERIALS:
ALL TIMBERS MATERIALS SHALL BE AS FOLLOWS,
LVL BEAM$ SHALL BE (b9&) MCALLI8TER LVL MATERIALS MANUFACTURED BY TRUSS JOIST
MAGMLLAN ( OR EQUAL)
LUMBER UtIL1XED IN WTTOM_PL.ATE, TOP PLATES POST, &TUDS PACKS AND BEAM$
SHALL BS n YELLOW PINS (OR BETTER)
EXTERIOR AND INTERIOR LOAD SEARING STUDS BRA.L.L BE n BPRUGE ( OR BETTER)
ALL OTHER STUDS WALL B8 'eTUD GRADE' SPRUCE SPACE !6" OC. ALL SPLiGEB AT
TOP PLATE MUSt BE MINIMUM 4'0" AND NAILED 4' Or- WITH 120 COMMON NAILS
POL P06T SHALL BE (i.SE) PARALLAM P8L MATERIALS MANUFACTURES BY TRUM8 OAT
MACMILLAN (OR EQUAL). SEE POST SUPPORT TABLE FOR LOAD VALUES.
EXTERIOR WALL$ SHALL BE CONSTRUCTED WITH 112' PLYWOOD OR Vlb" O.S.S. If 2 -M41J RATING) NAILED
WITH 80 NAILS SPACE AT 3' or, ALONG ALL HORIZONTAL JOINTS AND EDGES, 6" OC ALONG ALL VERTICAL
JOINTS AND EDGES AND 12' 0C ALONG ALL INTERMEDiATE STUDS
AT OPENINGS 9'O" WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) USP OR SIMPWN
LSTA24 STRAP TIES At EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUD$ TO FOUNDATION
WITH USP OR SIMPSON 14TTi6 TENSION TIE.
INTERIOR STUD WALL$ TO BE OF 2 X 4 7 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
PiNE BOTTOM PLATE AND SiNGLM 2 X 4 n SPRUCE TOP PLATE WITH STUD$ SPACED
MAXIMUM 24' oC. WALLS TO HAVE VY GYPSUM BOARD EACH SIDE, WITH WALL$ AT
GARAGE TO HAVE MINIMUM 14-11 INSULATION
ANCHOR WOOD SHEAR WALLS WsMUNT6 TO FOUNDATION WITH SIMPSON LTT200 TENSION TIE AT EACH
END OF WALL SEGMENTS AND At ANY WALL SEGMENT INTER6ECT10N ( BUILDING CORNERS)
ANCHOR TRUSS TO WOOD BEARING LOCATIONS AS FOLLOWS,
ROOF UPLIFTS OF 4W AND LESS U6E (U USP RT3 OR SIMPSON 143 HURRICANE TIE
FOR UPLIFTS FROM 456► TO 9IOO USE (2) LISP RT3 OR SIMPSON H3 HURRICANE TIES
UPLIFTS FROM 911• UP TO 1450' USE A USP HTW20 OR SIMPSON WT620 IV16T STRAP
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED
PRIOR TO REQUESTING THE FRAMING INSPECTION.
IF DESIRED, EQUEVALENT . CONNECTCRS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
USP OR S I MPSON CONNECTOR& SHOWN
THE CLIENT IINDER6TANOS THAT THSl4 DEW4NER CARRIES NO LIA151UTY INSURANCE AND THEREFCRE
AGREEb TO HOLD gAW- tE64 voiX", AND DEFEND GE6iGNER FROM ALL CLAIMS. L06WA AND
g)opgNffA (INCLI►OR44! RgA60NA %* ATTORNEY FEE8) A i 1j&N0 OUT OF OR RM LTINa FROM THff
P140JELT. THE GF.C! WILL. IN C FAITH ATTWPT TO F'ROVCR ERRCR FREE 00146 TRUGTiON
DRA**A OUT W 114E W047 R; rAORS OCCUR THE DE6IGNF.R W&L NOT IN LL46LS FOR C06T Of
REPAI26 QR 09LAY 10 1714111 (:O4TR4VQH
SOIL TERMITE TREATMENT:
INITIAL SOU. POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
BACKFILLING 1 COMPACTING ARE COMPLETE (PER FSC' 18'6. #.0
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE TREATED
( INCLUDING ANY BOXED OR FORMED AREAS) (PER FBC 18161.2.)
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORME. PERMANENT FORMS MUST BE OF AN ADEQUATE
SIZE / DEPTH TO EIJMINATE ANY DISTURBANCE OF THE SOIL AFTER THE 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 FBC 1816.1.4)
ALL BUILDINGS ARE REQUIRED TO HAVE A PRE CONSTRUCTION TERMITE TREATMENT
(PER FBC1816.1.1)
AFTER ALL WORK 16 COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM
BELOW AND 'WIltH IN 12' OF THE BUILDING. THIS SMALL INCLUDE ALL GRADE STAKES TUB
TRAP BOXES, FORMS, BHORiNG AND ANY OTHER CELLULOSE CONTAINING MATERIALS
(PER FBC 2303.1,3)
NO WOOD VEGETATION, STUMPS, CARDBOARD, TRASH, ETC, SHALL BE BURIED WITHIN 15' O"
OF ANY BUILDING OR PROPOSED BUILDING (PER FOC 23031.4)
ANY CONCRETE OVER POUR MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MIDST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT (PER FSC 1816.1.5)
EXTERIOR SOIL TREATMENT MIDST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN !2" OF TIME STRUCTURE BIDE WALL$ (PER FSC 1816.1.6)
AN EXTERIOR VERTICAL CHEMICAL BARRIER SMALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY 601L DISTURBED AFTER THE
VERTICAL BARRIER A APPLIED, SHALL BE RETREATED (PER FBC 1816.1.6)
IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SMALL NOT BE
INSTALLED WITH 12' OF THE BUILDING BIDEWALLS (PER FBC 1503.4.4)
CONDEN8ATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
BIDE WALLS (PER FSFC 1303.4.4)
THE 016TANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTiONBI PAINT AND DECORATIVE
CEMENTITIOUS FINISH LE66 THAN 5/8' THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
AND FINAL EARTH GRADE SMALL NOT BE LESS THAN 6' TO ALLOW FOR INSPECTION FOR FUTURE
TERMITE INFESTATIONS (PER FBC 1403.1.6)
A " CERTIFICATE OF COMPLIANCE' SMALL BE ISSUED TO TWO BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY SEFCRE A ' CERTIFICATE OF OCCUPANCY WiLL BE iSBUED. THE CERTIFICATE
SMALL STATE, (PER FSC 1813.1.1)
" THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONSUMERS SERVICES
A PERMANENT SiGN THAT IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE INSPECTON
AND TRE=ATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE P08TED NEAR THE WATER
HEATER OR ELECTRICAL PANEL (PER FBC 104.2.6)
TRU88EZ:
IF THE CONTRACTOR , TRUSS MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL REVISE THE
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC A
REQUIRED TO RSViEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE
DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
UP LIFT CONNECTIONS FOR MASONRY WALL$
ROOF UPLIFTS OF 1890' AND LESS USE (1) 6IMP80N HETA24 WITH (16) 100 X 1 1/2' NAILS
ROOF UPLIFTS OF 2310 AND LESS USE (1) 84MPWM WHETA24 WITH (21) 100 X I V2" NAILS
ROOF UPLIFTS OF 3965' AND LESS USE (1) SIMPSON MGT WITH (22) lot) X 1 1/2' NAILS TO
GIRDER AND 5/8" BOLT TO CONCRETE
ROOF UPLIFTS OF #0980• AND LEGS USE (1) SIMPSON HGT -2 WITH (8) 100 X I I& NAILS
TO GIRDER AND (2) 3/4' BOLTS IN CONCRETE l 2 PLY GIRDERS )
ROOF UPLIFTS OF 10530' OR LESS USE (1) SIMPSON HGT -3 WITH (8) IOC X 1 1/2" NAiLS
TO GIRDER AND (2) 3/4' BOLTS IN CONCRETE ( 3 PLY GIRDERS )
ROOF UPLIFTS OF 5250 AND LE66 USE (1) SIMPSON HGT-4 WITH 06) !OD X I I/2' NAILS
TO GIRDER AND (2) 3/4" BOLT$ 114 CONCRETE ( 4 PLY GIRDERS J
EXTERIOR IUINDOW$ 4 DOOR$:
ALL EXTERIOR WINDOWS / GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH
AN81 /AMMA/NWWDA 1011182 STANDARD AND BEAR AN AMMA OR WOMA LABEL 'CENTIFYING THE MANUFACTURE
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE
INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS
TO ACHIEVE THE DESIGN PRE66URES SPECIFIED
ELECTRICAL, PLUMBING, 4 MECHANICAL:
IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE. ELECTRICAL
PLUMBING AND MECHANICAL SYSTEMS WALL BE DESIGNEES BY THE RESPECTIVE CONTRACTOR TO
MEET ALL APPLICABLE CODER. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERCN
ARE BABE UPON A CE616N PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUREMENT6.
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
EXTERIOR LOCATIONS WALL BE W -RED INTO A GROUND FAULT INTERRUPTER 'G"" CIRCUIT
ALL ELECTRICAL OUTLETS IN BEDROOM$ SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AF1" CIRCUIT
SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND
IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING
AREAS
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURP069 OF
GLAZING
(1) GLAZING IN SWING DOORS, FIXED AND GLIDING PANEL OF GLIDING DOORS
ASSEMBLIES
(2) GLAZING IN DOORS AND ENCL06URE6 FOR HOT TUBS, WHIRLPOOL$, SAUNAS, STEAM
ROOM$, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION Cr- 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 VERTICAL EDGE !$ WITHIN A 24' RADIUS OF THE DOOR iN A CLOSED
POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN b0' ABOVE THE FIN16W FLOOR OR
WALKING SURFACE
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN TH06E LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE . THAT MEETS ALL OF THE FOLLOWING
(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SO. FT.
(B) BOTTOM EDGE LE66 THAN 18' ABOVE THH FLOOR
(C) TOP EDGE GREATER THAN 36' ABOVE THE FLOOR
(0) ONE OR MORE WALKING SURFACES WITHIN 36' HORIZONTALLY
OF THE PLANE OF THE GLAZING
DRAFTSTOPPING:
IN SINGLE FAMILY Mm ING$, DRAFTSTOPPINGS SHALL BE PROVIDED ( PARALLEL TO THE MAIN
FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOP 1
SHALL BE CONSTRUCTED 81X44 THAT THE FLOOR / CEILING A66WBLEY IS BROKEN UP INTO TIRO OR ORE
APPROXIMATED AREAS WITH NO AREA GREATER THAN 500 SQ.FT.
ATTIC ACCE88:
ATTIC SPACES SHALL BE PROVIDED WITH AN INTERIOR ACCESS OPENING NOT LESS THAN
22'X36'. ACCESS OPENING SHALL BE ACCE881BLif AND PROVIDE WITH A LID OR DEVICE
THAT 16 EA61LY REMOVED OR OPENED. WHEN MECHANICAL EQUIPMENT I$ INSTALLED IN
T14E ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE WITH MECHANICAL CODE.
ACCESS IS NOT REQUIRED WHEN THE CLEAR HEIGHT OF T146 ATTIC SPACE , MEASURED
AT T14E ROOF PEAK 16 LESS THAN 24'.
51 -"F Sc;4 L?'2Gb Ale - ?GR EA
OF J,N0,.;"1l8 A40 001 IES E£!
5L415 LITN Ire' x V
5L =EVE ANC-PCIR6
WALL/ HEADER DETAIL
ATTACH DOCK TO STUDS THROUGH WOOD
DOCR JAI-B PER YOUR MANUFACT,,REB
iNSTRUCTION8 TO MEET 'JAND LOAD AND
COMPRESSION RATINGS FCR YOUR JGB /
LOCAT:CN
OFEN64G5
Y? G8L 2 X 12 0 2 PuNE •.11'N
All ER v2" PLIV- 1c.0 :+EArDER S
S 0Ti- Eput!E V7TE:> :N FLOG'R
*16 5 0 AND Wwr m
D ?..LLE .J< M0 V r,4,
„ce 8rr 8
CAULK DOOR PER YOUR
DOOR t 3PEC1FiG
RECOMi"ENDAVONS TO MEET
WIND LOAD AND CO�'PRE88 +ON 11
RATINGS FCR YODUR J06 LOCATION
TYPICAL SPJD tL'ALL
WOOD DOOR ATTACHMENT DETAIL
STEEL PLYCL ,PS
PLYWOOD NAIL PATTERN (ROOF)
DBL TOP PLATE
2X4 BLOC< NG AT ALL
F PL'F''iiCCD RUNS HC';
NAIL 3' Or- WI TH 3 D N,4
PLYWOOD
TYP :CAL LOOD TR +.38
BACK NA'L '-11 (2) '60 NAiLS
L-RA T ERN, l W ALL )
2 X4 OUTRIGGERS AT 24" OC
CONNECT OUTRIGGERS TO
HALL WITa SIMPSON H2 L /R
OR EOIJAL
ATTAC WINDOW TO ST C8 TH R OU GH I;JINDOW
FiN PER YOUR WINDOW MMANUFAC%RE ,N8TRUCTIONS
TO MEET WIND LOAD AND OMPRE881CN RATINGS
F- YOUR .1CB LCCATION
CAULK WINDOW PER YOI,R
,NDOW MANI.FACT:RES SPEC FIC
RECOMP ;NEDAVONS TO MEET +WIND
LOAD AND COt'PRESSION RATING8
FOR YOUR .-CB LOCATION
PREVAIL
01RECT'
NGRMAL W;NO ARl<AS
5" EXPG6URE
EXTERiCR 3TJO Il'ALL
WOOD WINDOW ATTACHMENT DETAIL
TH18 ROOF 4 ALL OF ITS COMPONENTS ARE
DESIGNED TO CONFORM TO SECTION 1606
OF THE 2001 FLORIDA MILDING CODES FOR
WIND LOADS STATED ON PLANS
NiNG
MANSARD OR H1GH W ND AREAS
1 I I I I
9' EcPGBURE
6' MIN
CENTER LINE
2 X 4 WEB BLOCKS NAILED N OETWEEN
L'EBS WITH (2) !oD NAILS EACH END
4 5 DEGREES
MAX. 24" OVERPANG
Lt PLASTIC CEMENT
G.A. OR EQUAL STANDARD ASPHALT SHINGLE DET
BALLOON END JJALL FROM BLAB
2 X 4 ANGLE BRACING AT 46" CSC ALONG
GABLE END NAIL ENDS TO 2 X •4 BLOCKING
J1/ (6) '6D NAILS AT EACH END 'MAIL TO 2 X 4
WEB BLOCKING WITH (2) !6D TOE NAILS
1/2" GY F3UM WALL BOARD
2 X 4 NAILER AT EACH STUD —
NAILED TO TRUSS AND STUD
LITN 2 EACH 120 COMMON NAILS
TO BOTTOM OF OUTRIGGERS
m
z
OPTIONAL WINDOW IN GABLE END
M C3
TO NAVE DOUBLE 2 X 8 HEADER
TYPICAL SPJD tL'ALL
WOOD DOOR ATTACHMENT DETAIL
STEEL PLYCL ,PS
PLYWOOD NAIL PATTERN (ROOF)
DBL TOP PLATE
2X4 BLOC< NG AT ALL
F PL'F''iiCCD RUNS HC';
NAIL 3' Or- WI TH 3 D N,4
PLYWOOD
TYP :CAL LOOD TR +.38
BACK NA'L '-11 (2) '60 NAiLS
L-RA T ERN, l W ALL )
2 X4 OUTRIGGERS AT 24" OC
CONNECT OUTRIGGERS TO
HALL WITa SIMPSON H2 L /R
OR EOIJAL
ATTAC WINDOW TO ST C8 TH R OU GH I;JINDOW
FiN PER YOUR WINDOW MMANUFAC%RE ,N8TRUCTIONS
TO MEET WIND LOAD AND OMPRE881CN RATINGS
F- YOUR .1CB LCCATION
CAULK WINDOW PER YOI,R
,NDOW MANI.FACT:RES SPEC FIC
RECOMP ;NEDAVONS TO MEET +WIND
LOAD AND COt'PRESSION RATING8
FOR YOUR .-CB LOCATION
PREVAIL
01RECT'
NGRMAL W;NO ARl<AS
5" EXPG6URE
EXTERiCR 3TJO Il'ALL
WOOD WINDOW ATTACHMENT DETAIL
TH18 ROOF 4 ALL OF ITS COMPONENTS ARE
DESIGNED TO CONFORM TO SECTION 1606
OF THE 2001 FLORIDA MILDING CODES FOR
WIND LOADS STATED ON PLANS
NiNG
MANSARD OR H1GH W ND AREAS
1 I I I I
9' EcPGBURE
6' MIN
CENTER LINE
2 X 4 WEB BLOCKS NAILED N OETWEEN
L'EBS WITH (2) !oD NAILS EACH END
4 5 DEGREES
MAX. 24" OVERPANG
Lt PLASTIC CEMENT
G.A. OR EQUAL STANDARD ASPHALT SHINGLE DET
BALLOON END JJALL FROM BLAB
2 X 4 ANGLE BRACING AT 46" CSC ALONG
GABLE END NAIL ENDS TO 2 X •4 BLOCKING
J1/ (6) '6D NAILS AT EACH END 'MAIL TO 2 X 4
WEB BLOCKING WITH (2) !6D TOE NAILS
1/2" GY F3UM WALL BOARD
2 X 4 NAILER AT EACH STUD —
NAILED TO TRUSS AND STUD
LITN 2 EACH 120 COMMON NAILS
TO BOTTOM OF OUTRIGGERS
m
z
OPTIONAL WINDOW IN GABLE END
a R '
•%
O
TO NAVE DOUBLE 2 X 8 HEADER
A
111TH 1/2" PLY IN CENTER
— STRAP EACH ENE) OF 1 -EAGER
-)ITN 2 EACH 81MF&CN LSTA!o FLAT
STRAPS TO STUDS
TYPICAL 11000 WALL
ALLOON VAULTED END SRACING DF-TAi
iNGt
ROOF TO WALL
4' X V ANGLE 26 GAUGE GAL' /ANIZED MIIETAL
RUBBER VALLEY FLA6HNG OVER TOP OR It
WIDE 26 GAUGE GALVANIZED METAL
ALL NAILS MUST PENETRATE AT LEAST 3/4' INTO
THE 1-000 DECK
NAIL 6H 1NT4 11 OR F2 GAUGE GAL NAILS
WITH 3/8' DA. HEADS ( 6 REQUIRED AS SHOWN Hi6W Wilms
AREAS)
MATERIALS 6FEGIFICAt1GN8:
UifRLAYMENT SHALL CONFORM TO A6TM DY.'6, TYPE
I OR ATVI 4865, TYPE I
FLASHING FCR ASPHALT 6H,NGLE6 6HAL! COMPL WITH
RX 1381.3.9.
ASPHALT 64-4,NGLE6 SHALL COMPLY TO A8TM 0229 OR A6TM 03,462
ARK+ar ENe;NFtzRjN4 INC.
7 ST;Rt}CtU AL P INEERS
l
RMGHAKO - KIDDEY .E_
�OY"�iDA L';C.�vBH NUJ'+i'�ER 31296
I HER13Y CERT11 THAT THESE Pi.ASO A1 6PE6IFICATON6
WAS PREPARED 13Y ME CR 4` . TSQ M't DIRECT SUPERVISION
ARM IN COMPLIANCE WIT THIF FLORIDA BUILDING CODE 2001
FOR 110 MPH ( 3 SECOND GUST ) WIND ZONE —'70 MPH FASTEST
SPEED
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ADDITION
510 80, Ft.
m
3OF3
ARKAY i 5149
STRAP ALL i- +f1Qf1E6 AS 61 - 0.. J1kr4 2
EA.- 6iFx5o LSTA 2f CQ EQLAL PLA
STQAF6 AT =vim
NAIL WITH 30 RS NAILS
HIP I RIDGE OJT FROM
METRIC THREE TAB 6H
3`