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. PAGE FOR GABLE END
CONNECTION DETAILS
ARCHITECTURAL SHINGLES OVER 15# PELT
' APPLIED TO 1/2' GPX PLYWOOD OYER 2x8 ";'.
. RAFTERS * 16' O.G.
.. ,:•�,.• ,: Yom,. rL-/, J �. I
:. , / ./, MPSON MT912 EACH RAFTER ,.., ` 1 ..J MIN. R-30
I INSULATION
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,F ' ' SYSTEM TO. SIMPSON SP2 32' O.C. +� STUD) ;
. " , I �. ,'`;; MATCH EXISTING
. �-� 2x10 1 24' 0.1. ,,`/ SEE HEADER SCHEDULE IFC. +'S)
' %4 : �•, ' SEE ROOF PLAN I ! ix P.T. WINDOW HEAD
'I, / 5IMP50N. HUC410 . ' ' FOR OVERHANG i
. ■ e ■ ■ ■rear ■ .., (TYP.). INSTALL : . .
. I DB!-'. 2x10 r,/,./. MF E I I NOTE: SEE ELEVATIONS FOR
.
PER RS PGS. WINDOWS PER PLAN W/
FINISH
.. EXTERIOR
,_,.._ ; SEALANT ALL SIDS (TT1='.)
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SILL PER CUSTOMER
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1.PT 2 8 W/ S I
IA J Bolt
} . !_ 0 24' O.G. # 6' FROM ENDS 1/2'. DRYWALL
. '`,r ;•" SIMPSON HUS210 .,
2x10 24' O.C.Y11'/111' ITYP.). INSTALL SIMPSON MTS12 EACH RAFTER 2x4 l"Z SYP OR .
. • .f ./,r PER MFRS SPECS. , :a< BETTER) is 16 O.C.
. . F.Y. RAISED TEXTURED RAND ,><
. , , I ; ,:. MIN R-il INSULATION
. ( ,`/, EXISTING t0 MATCH EXISTING
, I /__�' FLooR SYSTEM - _ DECAY TERMITE NOTA: .
r EXIST. WALL
.�.". j. I w -L — m w ......«.� - .rw...,.n - _ '�1f`,,, , . '''�� ~~ �` 3/4' TTG OR STURDI FLOOR ..
f PLYWOOD GLUED < SCREWED MEANS OF TERMITE PROTECTION SHALL MT F£�G
8' O.C. ALL SUPPORTS/EDGES— CHr4PTR5 1,�5.1� 105.11. U�'ON COMRL�TION Or THE j
I: 2x8 EDGER W/ (2) 3/16' x` 2x8 EDGER W/ (2) 3/16'
Bolts + 12 O.G. , ,4F'F'1�IC,4TION OF THS Ti�MIT �'i�OT�CTIV
. F _ _..,.....,........., moo', .�.�_ ,/,;._`;_ \ 1 2x4 BOTtO TE W/ BOLTS w 12 O.C.(OR EA. FLOOR JOIST) t / \ , A CERTIFICATE OF COMPLIANCE SHALL
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S S 1, P4, lOR EA. FLOOR JOIST) 4 TR'ATMNT,
f b FROM EN05. I 1 `� P4, OR 3 32' O.C. tom' PROM ENDS.
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DBL x �� ISSUED TO THS �UILDINC-x •D�F'T ��' THS
MR ■ r■r■rw , ■ ■ ■ r■1w■or w ■ f
31MP50N HUC410 MIN. R-30 LICENSED QST CONTROL CO1�1F',4N't' THAT CONTAINS
;'" ; , ril f` ITYP.). INSTALL i �`. INSULATION EXIST. FLOOR TI I FOS 011)INC :aT,�T1�NT- T�-i� �UI�1� INCA I-�A5
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. l \ p: zJ � r' ; 1' ;��' � "",,b ` -.," ,,-.,-. 1 RRC I Y I� .� COMPLETE 1 T TREATMENT NT 1T0 THE I 2x10 24' O. f'• / ` ..L, /.1. ., {.....: {... i_=.. 1� •
1, m� ' , , E ; �' sIMPSoN Husalo 1�R� VENT I ON OF SU 3T RRAN ANT RM I T S.
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4t 1 ,.s . ,:, 1 R r , r r r''. . / I (TYP.). INSTALL TREATMENT I5 IN ACCORDANCE WITH RULES AND
v - ;r . f .;/, � , SIMPSON H3 (TYP.) '
�. '� iC'Y i ' .. I ❑ ❑ ❑ `.' 1`s''.`,'.= f`__'`° .'`r =i i PER MARS SPECS.
V i LAUDS E5TA5L 15HED 5Y THE FLORIDA UEF'ARTMENT
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----------------------- -- f' I 2x10 FLOOR OF AGRICULTUREAND CONSUM 5 V I C .
,. JOIST * 24 O.C.
XIST. PIERR.'S
\ BRICK VENEER W/ WALL < PAD
t TIES SPACED 32' MAX. `' ,
FLOOR FRAMING PLAN �2 ' � ,
VERT. 4 MAX. HOF .
HI,STOHIC'P�RI�I�". I: ,
SCALE; 1/4" T -l7" STAGGER BRICKS FOR '
.1. / / / / / / / / / / st be done 'n strict accordanee w�tk. the , ,
WH Q ! s' 1111 work mu
. . VENTILATIONERE RE P / I . / / / / / / / r ,
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2x6 CONT. (TYPJ W/
(3) ROWS 10d NAII-5
TO GABLE ENP
TRd.155 m 6' O.C.
2x6 * 24' O.G.
GABLE ENP
GABLE END FRAMING
N.T.S.
L INETYPE LEGEND
EXI6TINC4 WALL
i.. , .. INSULATED FRAME WALL
NEW INTERIOR FRAME WALL
®■.■■. ■ ® DEADER
9'-0' 15RG. HGT.
MATCH EX15T, HI
0'-0' FIN. FLR
a=1094 OF LEAST HORIZONTAL. PIMEN510N OR 4090 PEAK ROOF
OF MHR, WHICHEVER 15 5MALLER, BUT ,NOT LE55 HEIGHT
THAN 49. OF LEAST HORIZONTAL DIMENSION OR
3FT. U5E ZONE 5 IF AT ALL IN'QUESTION. - MEAN
ROOF
EAVE : HEIGHT
ROOF
HEIGHT
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WALL ZONE FIGURES �i� ISOMETRIC
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NOTE: ZONE 'S' DE51GN PRlr53llRE5 .TO 1:3E U5lP: FOR04
iWINDOWS WITHIN 4' OF CORNER. USE ZONE '4' FOR ALL
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SCALE: 1/4" = V-0"
PROPOSED LEFT ELEVATION
SCALE: 1/4" = V-0"
COPYRIGHT 2016 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws.
UL:TII�.ATE Df= IGN WIND ;
5FEED FOR: 139 MPH �
(3 SEC. GUST)
MARK
'. ZONE 4
I OZONE 5
lu
UP TO 2T SF.
+353 / -38.2
+3r;�-3 / -472
UP TO 50 SF.
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+331 / x-361
+331 / 44
U
Uizi TO 106 Sr-.
+31h % -34.3 ;'
+31.6 / 391.
10,E +
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NOTE: ZONE 'S' DE51GN PRlr53llRE5 .TO 1:3E U5lP: FOR04
iWINDOWS WITHIN 4' OF CORNER. USE ZONE '4' FOR ALL
i `OtHERB: '� • W
{
LL t
F K(JP05hU KIUH I LLLVA 1 ION
SCALE: 1/4" = V-0"
PROPOSED LEFT ELEVATION
SCALE: 1/4" = V-0"
COPYRIGHT 2016 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright laws.
GENERAL CONSTRUCTiON CRITERIA .
I, REINFORCING STEEL $HALL DE MINIMUM GRADE 40 AND IDENTIFIED. IN ACCORDANCE
WITH ASTM A9,15,A161,A611,ORA106.
11 FOMWx6 AND FOUNDATIM
1. FOOTING SHALL BE LEVEL OR $TEPPEP Pio THAT 00TH TOP AND 130TTOM OF OUCH FOOTINGS ARE
LEVEL. THE TOP OF ALL FOOTINGS, EXCEPT MONOLITHIC $LAO-ON-GRADI= INTERIOR FOOTINGS, $HALL
15EA MIN. bF a INCHES BELOW FINISHED GRADE LINT=.
2, THE;OUTER 5AR OF FOUNDATION STIFF SHALL BE CONTINUOUS AROUND COFa1JER8 USING COMER .
13AR5 OR DY 5ENDING THE DAR IN eOTH CASES THE MINIMUM BAR LAP SHALL 0E 25 INCHES.
3. A $OIL,OR WASTE PIPE OR A 13UiLPING DRAIN PASSING UNDER A FOOTING OR THROUGH A
FOUNDATION WALL SHALL 1.3E T'ROVIDEP WITH A RELIEVING ARCH OR OTHER APPROVED METHOD.
4. FOOTING DOWEL BARS 5HALL DE PROVIDED FOR ALL REQUIRED VERTICAL WALL REINFORCEMENT
LOCATIONS.
'3. FOOTIW3 DOWEL BARS AT EACH LOCATION SHALL 5E SAME SIZE AND QUANTITY AS THE VERTICAL
AL
WALL REINFORCEMENT A50VE,
6: ALL FOOTING DOWEL BAR5 SHALL HAvE'A STANDARD 90 DEGREE HOOK AND SHALL BE
EMBEDDED 5 INGHE5 INTO'O INCH.FOOTINGS, AND A MINIMUM OF 6 INCHES INTO ALL OTHER FOOTINGS.
DOWEL 15AR$ SHALL LAP VERTICAL WALL REIWQRCEMENT A MINIMUM OF 25 INCHES.
• l IF STEMWLL EXCEEDS 32' FILL ALL CELLS WITH GROUT AND APPLY CU 5 VERTICAL w I
O.C. MAX.
8. IF. STEMWALL EXCEEDS 4P', FILL ALL CELLS WITH GROUT AND APPLY (U S VERTICAL w 4' O.C. MAX.
AND (i) S HORIZONTAL e 24' O,C, IN U-51LOCK
. iT_r f
1,'. 6.TRt,1GTURAL CONCRETE 644ALL CONFORI TO THE REQUIREMENTS OF ACI 301 AND SHALL CONTAIN A
MIN. GOMPRE$SLVE STRENGTH IN 26 DAYS OF 2500 P.81 UNLE$8 NOTED OTHERWISE.'
2. U5E '4' 2500 P.51 CONIC: SL:A5 W% 6x6 ° 10/10 W.WM. REiNF. OVER. 006 VAPOR BARRIER OR
I FlMrfI 1" iE5H CONC. OVER TERMITE TREATED AND WELL COMPACTED CLEAN FILL.
1. MASONRY UNITS SHALL BE HOLLOW .OR SOLID CONCRETE UNITS M ACCORDANCE WITH ASTM G 90
OR C 145, AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P,51
2, moiiP'AR'SHALL E3E EITHER TYPE M OR $ IN ACCORDANCE WITH A51 -M C 210.
3. ALL: MASONRY WALLS SHALL: 5E RUNNING i 3 )NP OR STACK BOND CONSTRUCTION WHEN MASONRY
UNITS ARE.LAiD IN STACK E30ND, 9 GAGES MINIMUM HORIZONTAL. JOINT REINFORCEME=NT, IN ADPITION TO
REQUIRED VERTICAL REINFORCEMENT, $HALL BE PLACED IN BED JOINT$ AT NOT MORE THAN 16' O.C.
M�
I. CLEANOUT OPENINGS SHALL BE PROVIDED FOR CELLS CONTAiNING' SPLICED REINFORCEMENT WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
2, WHERE CLEANOUT OPENINGS ARE REQUIRED. AN OPENING $HALL CSE PROVIDED IN THE BOTTOM,
COURSE OF THE MASONRY CELL TO BE FILLED.
3. CLEANOUT OPENINGS SHALL HAVE A MINIMUM AREA OF 12 SQUARE INCHES AND A MINIMUM OPENING
DIMENSION OF 3 INGHE5:
'I, GROUT $HALLHAVE 'A MAXIMUM COARSE AGGREGATE SIZE OF 3/6 INCH PLACED AT AN a' TO 10'
' OLLIh1P AND, HAVE 'A MINIMUM &Mr_ FLED COMPRESSIVE STRENGTH of 2,500 P S.I. AT 26 DAYS WHEN
TESTED IN ACCORDANCE WITH ASTM C 1019, OR SMORE HALL ESE IN ACCORDANCE WITH ASTM C 416,
2. MA60NRY PROTRUSIONS EXTENDING 1/2 INCH!OR MOINTO CELLS OR CAVITIES To BE GROUTED
SHALL 13E F, MOVED FOR GROUT POURS OVER 5 FEEL.
3. SPACES TO ESE GROUTED SHALL 15E FREE OF MORTAR PROPi�MaS, DE5RI6, LOOSE AGGREGATES,
AND ANY TER MA IAL DELETER I.OUS TO MA50NRY GROUT.
ME ANC44OR DOLT6: i
1. ANCHOR BOLT$ ARE SrHOUIRED AT ALL INTERIOR AND EXTERIOR LOAD 553. WALL$.
2. ALL ANCHOR BOLTS SHALL HAVE A MINIMUM IFM5EDMETIT OF 6' IN CONCRETE WITH 2'. MINIMUM
HOOK; UNLESS OTHERWISE INDICATED, ALL ANCHOR BOLTS FOR SILL PLATES, NAILER$ ETC- $HALL 5E
INSTALLED WITH PLATE WA5HER5 2'x2'xl/8', OR 2' PIA. xl/a' THICK ROUND WASHERS, F3OLT8 $HALL BE
ASTM A301, WASHERS SHALL.. M ASTM A36, HOLES IN WOOD PLATER AND WASHERS SHALL 15E 9/16'
FOR 1/2' P-OLTS. ;
3: INSTALL,ANCHOR BOLTS A MINIMUM OF 121' O.C. , AND WITHIN 12 INCHES FROM THE END OF ANY
PLATE, AND WITHIN ro INCHES EACH SiDE OF PLATE $PLICE5.
•4. ANCHOR 1501 -T61501 -T6 IMPROPERLY ALIGNED OR OMITTED SHOULD BE REPLACED•W/ 5/8,x 9" RED
HEADS
• • iris _
I.' ALL WOOD,FRAMINCa SHALL BE FABRICATED AND'INSTALLED PER LOCAL, TPI, AND NATIONAL
DE$tGN STANDARDS FOR WOOD CONSTRUCTION.
2. AL.L, WOOD MEMSeR$ ExPoaED TO WEATHER OR IN CONTACT, WITH MASONRY, GONGRE-T1", OR 601L
$HALL 5E PR�S$URE-TRE;Ai!^D.
3. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT.
: 4::• PROVIDE DRACMC• 1N THE FIRST TWO FRAMING SPACES AT EACH END OF FLOOR SYSTEM,
$PAGED 4 MET ON CENTER MA}<IMUM. BRACING MEMBERS SHALL DE FULL DEPTH OF JOIST OR
5. • WHEN A GABLE, ENDWALL EXTENDS FROM THE FLOOR To THE ROOF SHEATHING AND IS NOT
S fT' tORTED DY A CEILING DIAPHRAGM, ENDWALL ROOF BRACING SHALL 5E PROVIDED
PERPENDICULAR TO THE OFFERS OR TRUSSES IN THE FIRST TWo RAFTERS OR TRUSS SPACES AT
EACH END AND. $HALL, 13E SPACED AT 4ft. MAXIMUM ON CENTER, BRACING MEMBER$ $HALL 5E FULL
' DEPTH, OF RAFTERS OR TRU85 TOP CHORDS.
, l.;'TRUSS'Sl�'ACING 24' O.C.,UNLE83 NOT>;D OTHERWISE.
2. REFER To TRUSS ENGiNEERING FOR BRACING OF TRUSS IN ADDITION TO H115-91 SUMMARY SHEET
RECOMMENDATIONS,FOR HANDLING INSTALLING AND. BRACING OF METAL. PLATE CONNECTED WOOD
' . TRUSSES.' ; •, ,
3. • FOLLOW MANUFACTURE INSTALLATION RECOMMENDATIONS FOR,HANGER CONNECTIONS IF, HANGERS
.
ARE RIwQUIRED.
4. SEE, PIGGY5ACK DETAIL SHEET FOR PIGGY5ACK ATTACHMENT IF PIGCTY5ACK5 ARE REQUIRED:
�a. IT 18 THE f5iJILC*N CONTRACTOR5 RE5PON8101LITY TO INSURE TRIS8E5 ARE INSTALLED
CORRECTLY.
6.'.ALL TIRUSSES SHOULD 5E -ERECTED PLUMB.
t, DO, NOT CUT OR DRILL TRISSES; '
S.' TRUSS MANUFACTURER TO FROVID>;'ALL GABLE END,TRUSSES WITH INTERMEDIATE STUD MEM5ERP
9, i"REFADRICATED STRUCTURAL WOOD ROOF TR1,16SE$ $HALL COMPLY WITH NFPA NATIONAL DESIGN I
61�ECIFICATION5 FOR WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR METAL PLATE
CONNECTED WOOD TRUSSES, AND ATTIC 100. ALL, TRUE8EE$ TO ESE PENC-NED AND CERTIFIED k3Y THE
$ 15 INE HEADER SCHEDULE
TRUE MANUFACTURERS. REGISTERED ENGINEER R
IO. AT'VOLUME CEILING CONPITION5, ALIGN TRUSSI=S.TO PROVIDE SMOOTH AND UNSRDKEh1 INTERIOR
WALL' SURFACE FROM. FLOOR TO OILING.
T' INSTALLATION S ENGINEERS OPENING WIDTH HEARING WALL NON -HEARING HEADER NOTES:
II. BRAClr TF�U88E5 DURING �F�CTION 'AND.. Amp. PEwt�l'1ANEN I .TALL PER TRLIs IrNNCs NE R$
SPECIFICATIONS, •' OR WALLS 1. U5 HEADER SIZES E E OER ZE AS NOTED
12. PROYII7E ADEQUATE 13RACtNG AND BRIDGING TO TRUSSES TO RESIST WIND AND OTHER LATERAL SHEAR WALL
` FORcEB.UNLESS OTHERWISE NOTED ON
TRr4CT'OR TO V1rRIFT"';4L1, SPANS -AND FLOFLOORTRUSSES PRiOR TO ORDi=RING FRAMING PLAN
0'-0' TO 3'-0' 2-2x6'e 2-2x4'6
2. PRIMARY FRAMING (GIRDER,
1001 t3AT�tIN6sa . :. - W 1121 C 5
!SEAMS, ETC) SIZED USING
I. FLOOR SHEATHING SHALL` 131~ �/4 INCHES 'T4G OR EXPOSURE' 1, C -D SHEATHING GRADE PLYWOOD,
OR' ATTER PLYWOOD 1800 'Fb' EXTREME FIBER IN
2, INSTALL ,FLOOR SI IEATNINC:'WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING AND STAGGERFLITCH BENDING (SINGLE)
S0'Fv' HORIZONTAL SHEAR
AL.L:ENP JOINTS 1/2 PANEL LENGTH IN ALL ALTEFNATE ROWS, IbE 'E'MODULES OF ELASTICITY
3. INSTALL:, 2x. WOOD f5LOCKING'AT ALL PANEL JOINTS INSTALL NAILS FOR.ALL FLOOR NAILING EDGE 3'-1' TO 51-0' 2-2x8'e 2-2x6'6
CONDITIONS. W r2' i 3. JOISTS, RAFTERS, LINTELS, ETC.
4, FLOOR SHEATHIWC NAILING USE Sd NAILS'AT 4.INCHE$ Off. AT ALL EDGE CONDITIONS AND 8' O.C. IN PLYWOOD WERE SIZED USING
THE FIELD (GLUE. 4 NAIL).
5. FOR NAIL GUN USE REPLACE ad. NAILS WITH SENCO, 2-1/4' X.131 t PASELODE 2-1/4'X ,1499 FLITCH 1200 Fb1 EXTR! ME FIBER IN
PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS. NAILED w 4' O.C, EDGES 4 w 6' OC. BENDING (SINGLE)
FIEL1D.
5'-.I' TO 7'-0' 2-2x1D'a `.. 2-2x8's 90 'FY'HORIZONTAL SHEAR
W 1121 1.6E 'E' MODULES OF ELASTICITY
$C WALL OHF-ATiHINGa PLYWOOD
I: WALL SHEATHING SHALL 5E 115!32' EXPo3URE I CDX OR EXTERIOR GRADE PLYWOOD (WOOD 1/2'• 4. JACK STUD REQUIREMENTS:
-W NG L 1 FLITCH -2 JACK STUDS (EA SIDE) I'-6'
. ' • ;' 2 -M -W OR 2-M-3 OSS. OR F3E7TER). , 1 /
2: INSTALL WALL SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND STAGGER ALL 1'-I' TO 9'-8' 2-2x12'6 2-2x10'e TO 6'-V 4 1 FULL LENGTH STUD.
1
-3 JA STUDS ) -I
JOINT$ 1 L LENGTH IN ALTERNATE ROWS.
CK DS ()~A .SIDE 6
' END 2 PANE LEND AL W f2 TO 12'-0' � 2 FULL LENGTH
3. INSTALL 2x WOOD 15LOCKING AT ALL PANEL JOINTS INSTALL NAILS.FOR ALL WALL SHEATHING PLYWOOD
NAILING EDGE CONDITIONS. I STUDS.
• 4. WALL 'SHEATHING NAILING USE ad CORROSION RE618TANT NAILS AT 4 INCHES O.C, AT ALL EDGE FLITCH -4 JACK STUDS (EA SiDE) 12'-1'
`CONDITIONS AND a INCHES O.C. IN THE FIELD. TO IS' -0' 4 2 FULL LENGTH
5. FOR NAIL CxUrl USE REPLACE ad NAIL: WITH SI=NCO 2-1/4 X .1,'1 4 PA5ELODE '2-1/4 X .099 STUDS.
PNEUMATIc'NAIL O MAT -M USED IN LIEU OF 8d COMMON NAiLS. NAILED w 4' Or— EDGES 4 w 6' OC..
FIELD.
6. GYPSUM (F11=LD) USE 5d, COOLER OR GWM4 NAiLS w 1IDOG. (EDGE) USE 5d COOLER OR GWE614 LUINDOWDOOR FRAMING DETAILS
ME R660 8HEA111W*
PBL. 2x TOP SEE ROOF PLAN WOOD TRtMOEB OR FLOOR 6YOTEM
I. ROOF 5HEATHING .SHALL 13E 15/32'.. EXPOSURE 1, C -D SHEATHING GRADE PLYWOOD, 1/2' 2 -M -W oR PLATE (CONT.) FOR TRUSS
2-M-3 DSD, OR OETTER CONNECTIONS
2. INSTALL ROOF SHEATHING WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING, AND $TAGGER ALL 5P2, 51-4, R5P4,
ENP JOINT$ 1/2 PANEL LENGTH IN ALTERNATE ROWS: OR H2 5A +m 32'
3.' FA5TEN ROOF SHEATHING TO ROOF FRAMING AS FOLLOWS.i. O.C.
ROOF NAIL PATTERN:
(1) ZONE i - USE 5d RING SHANK NAILS WITH A
2 4 SIMPSON t
h'T — — — 2 113 SHANK DIA, 16 TO 20 RINGS PER INCH, T
/ MIN 0a8' FULL HEAD 4 MIN 2' IN LENGTH w 6' LSTA15 OR CSI6, t` { ;,..,
@I �. 4 1a' O.C.�.:,r-- HEADER -CONTINUOUS
/ Off. PERIMIETER IN FIELD ;• I �- .., F
— I — J (2) ZONE 2 USE Sd RING SHANK NAILS WITH 2x (4'2 5YP OR t ` (GLUED < NAILED
2 CSE ) w Ila WHEN 16d SPIKES
I A .113 SHANK PIA 16 To 20 RINGS PER INCH, TIER I
CTAl9L < O IP , / 1
w '
MIN. 0.25' FULL HEAD.4 MIN. 2 IN LENGTH 4 O.C. ..••••� 6 O.C. STAGGERED
a -.... �, I � �' ERE
H' -- O.C. PERIMETER 4 6 Off. IN FIELD
2 `I _ E S NOT
l3) ZONE 3 USE 13d RINE, SHANK NAILS WITH 2x E30TTOM '`� EE E
O 2
a
A .113' SHANK DIA., 16 t0 0 RINGS PER INCH, f , ,,/ 4 ABOVE
PLATE (CONT.)
— — =rb MIN. 0a8 FULL HEAD 4 MIN. 2 IN LENGTH w 4
2 3 3 2 4.....1' K
off. PERIMETER 4 Co' O.C. IN FILE=D 1/2' DIA. (MIN,) x
``� MIN. 1IN5UL ON
4, NAIL CxUN USE PLACE 8d'NAI -6 WITH SENCO 2-1/4' X .131 4 PABELODE 2-1/4' x .099 8 J BOLTS r.. }
FOR RE A305 OR 1/2 x 6 a i ;I (A5 Q D)
PNEUMATIC NAILS MAY DEE USED IN LIEU OF 8d COMMON NAILS. NAILED w 4' O.G. EDGES 4 w 6' OG.
FIELD. ' WEDGE ANCHORS
w 21' O.G. 4 6' MT812
�Ru D 4 :WiN1OltJ8 FROM ENDS
1. t,ALL DOOR AND WINDOW OPENING$ SHALL DE INSTALLED PER MANUFACTURERS SPECIFICATIONS. • "i .t\ ✓r'l\ IIIN
2. ALL EXTERIOR DOOR$ AND WINDOWS TO COMPLY. WITH F15C WIND LOAD REQUIREMENTS WITH eel I
FLORIDA UCT APPROVAL NUMBERS. W4,
P4, d ;
ORI _ A PROP PPR$ : c `
OR 3 1�. l�'9. • .. ° �i
C 11 Ai. 0a0T1 TION NO`iE w 32' O.C.-4_
1. THiS STRI•LCTURE TO 5E 5UILT'IN STRICT COi`1PLIANGE WITH ALL GOVERNING MUNICIPAL CODES°'
(CITY, COUNTY, STATE AND FEDERAL)
2. CONTRACTOR TO.VERIFY EXISTING SOIL CONDITION$ UNKNOWN 5Y THE DESIGNER AT THE TIME OF 61MPSON HTT4 CONC, FOUNDATION OPTION
PLAN. P EPARATIciK (FOUNDATION PLAN BASED ON 1500, eq. ft. DE51GN LOAD) P OR SY M OPTI
3. CALCULATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS
4. CONTRACTOR TO VERIFY ALL, E'IEARING LOCATIONS, ALL MEASUREMENTS, ALL AREA TABULATIONS,
AND ALL i IATERIAL$ .BPECIFIEP WITHIN THESE DOCUMENTS PRIOR To CONSTRUCTION
5. STRUCTURAL AND FRAI`111ca MEl ER5 INCLUDING MICRO LAMS, GLUE LAMS, STEEL 15EAMS, PLATFS,
$ T A
S S S WOO I AMS HANGS AND B T AND 5oL S
:.
POSTS, AND ROOF TRU $E$ AND D 13E R5 RAGKE �
RASED ONLY ON AVAILAOLE CATALOG INFORMATION AND ARE To 5E VERIFIED 15Y THE
CONTRACTOR. PRIOR TO 'CONSTRUCTION.'
6. ALL STRUCTURAL. CONCRETE WORK INCLUDING (RETAINING WALLS, PAD'FOOTIW48, CONTINUOUS ;
FOOTI I IS,: STEM WALLS, INTERIOR AND EXTERIOR REARING POINTS, AND CONCRETE LINTEL -5). ARE TO 1
E3E.vERIFIEP BY THE CONTRACTOR PRIOR TO CONSTRUCTION
1.' ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA AREf3Aeep ON AN 'ENCLOSED"
' STRUCTURE. ANY 15REACH OR PENETRATION of oMNINGB, SUCH AS WINDoW5, DOORS, GARAGE
III— Owl V ■ Is I■ ■ r/ N '& r: ■ r" I w ■
SCALE. 1/4" = V-0"
(1) 05 REBAR A: L LAPS
25 MIN.
•.I I
.,
POURED CELL W (1)
S BAR CONT. FROM
BEAM TO FOOTING
STEP DOWN TIE BEAM
(1) 05 VERT. e EA
FOUNDATION STEP
-.,-
1 —
V
25' OVERLAP —
STEP DOWN FOOTING
i
NOTE:
ALL LAPS MIN. 25' I
II
II
II
I�
DOWEL LAPPED
W/ WALL REINFORCEMENT
GROUTED II
CELL
"5 COMER
15AR
CORNER CONTINUITY OF BOND
BEAM & WALL REINFORCEMENT
N.T.S.
ELECTRICAL LND
WALL MOUNTED INCANDESCENT
RECESSED CAN
RECESSED CAN VAPOR PROOF
PENDANT FIXTURE
R!=
FLOURE5CENT SURFACE MOUNTED
24' x 48' WRAPPED
12' x 48' WRAPPED
4' x 12' WRAPPED
110 V. DUPLEX, WALL MOUNT 15' AFF. UNO
220 V. OUTLET
42' OFF FINISH FLOOR
DUPLEX RECEPTACLE, GPI TYPE,
WALL MOUNT I8"APP UNO
SINGLE POLE
{ DIMMER SWITCH.
NOTES:
1, LOCATION OF FIXTURES AND/OR OUTLETS ARE
SUGGESTED AND MAY BE ADJUSTED BY
OWNER/BUILDER BUT MUST REMAIN WITHIN ALL LOCAL
AND STATE GUIDELINES.
2. ELECTRIC SEVIC AND PANEL BOX TO
BE
LOCATED ON JOB SITE UNLESS OTHERWISE SPECIFIED.
3. CONTRACTOR RESPONSIBLE FOR ELECTRICAL
OUTLET LOCATION 4/OR ADDITION TO MEET 2011 NEC.
5. ARC FAULT CIRCUIT INTERRUPTER REQUIRED FOR
EACH BEDROOM 4 ALL LIVING AREAS PER 2011 NEC
7. ALL ELECTRICAL RECEPTACLES IN NEW ADDITION
TO BE TAMPER RESISTANT PER 2011 NEC 406.1
5. THIS ELECTRICAL PLAN IS INTENDED TO INDICATE
THEREQUIREMENTS T r.7
RE REM N OF THE OWNER HE DETAIL OF
E
THE ELECTRICAL SYSTEM SHALL BE DETERMINED BY
AN ELECTRICAL CONTRACTOR LICENSED ACCORDING
TO CHAPTER 489 OFFLORIDA STATUS Y H
PERE AND B THE
LOCAL BUILDING DEPARTMENT. THIS DESIGN IS
ALLOWED BY CHAPTER 4'11 FOR 600 AMP, OR LE55
RESIDENTIAL SERVICES OR 800 AMP OR LESS
COMMERCIAL OR INDUSTRIAL SERVICES.
Flex •%/ r. ` {
f;--Diagonal cute F ,.:/"�9 ^ ^ -` ',--o(pyggl Ca1D y , • r
on weather ,'rf! ',, `.'- �` on weather' O
Resident 0% f r ,r Resistant r r i r r
/', f! ff'; r., "'i ':i; barrtsr `F i / .i• • J" border
' rr •'',f /r „r F ri f r rr'` �' ,;r f f r ,'Ps. I , � t
r r : peneg--Wkldow' ,
C.
Irlatallad
fFf'`f.f ; f. /Jr,r'.''•',�r, /'.. r ' F,:'•. f1'.r:rr."'rf^{�'.,' /{`,rrJ'.;!r.r''J`'J' rf{sr�^r!r''
F
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r
r •1 B
f.
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r .rrr f - r, rr` r` i • ,-r` ) "� zs , 'r/ '+r r'r • r ,
/,�;% r , r•r ' r y , r i, f !r^ x Floohblrj
A , NFD,
J r
r r' / r f' l ! •�i J T / F F f' r.J 'v /
frf /, 'r,rr { ' r j r • r" '1 fr ;r r, �, � {f, j y I r
Fi, rr`•. r f•,r s .r , r'r +. �
r! • /i'. rrrf. r rrrr f r Flashing . r" r f r`rr' F'"' r r f r Flo T
eDrawn ,
,r„'/ 'rr',+rf! r.r, '.! t :'r ! /. •r ^'r, �. 1 .
%.' '%`• r"r f: ,,r ;` j'r f 'r f' .d',r "'f{,.
/,•,' f r,.^r:• j' fr , f• f: i. r^'rrr, f}. !,r r.j r
>,f,r r{ ;,f...^ ,,,'I:r,•',Fr;r ;, frf"..`f RDS
r '.fid,%• r ,r +`/ ':% � r :' - '` Melal po t , , rr, "+:• f' t , r'. ,, .�I
I ' %f +' Ii,'r'.r" r�'r r ',. ' r':!`r+':;Yr f ' '` • ./ .
f/ r rf/.• (P evised:.
r`' r 10-14-2016
FLASHING SEQUENCE FLASHING SEQUENCE '
I
A
SCALE, 3/4' 1'-0' ? +
SCALE, 3/4' 1'-0'
`r
r r
'r
,I
J fr Diagonal cuts Flesh ! r .=—�iagonai arta {
f. on 'weather.„rr weather
: I t
`'• ' !.• 'Err on
Resistant ./ r r;/'; - {;. Resists
r,, .',• rrf ,: •,,, '; f ( ; :ntSTEPHEN,K 'COLO
f' ” r r,, J,JJf `••,+;
barrier�
•.1,{{rr ,' barrier
AR 00 004
J ,,,;+'rr . •'r`'.r ',r r' ' '.f,r ,,,^r', � , f,•,,{{,. z = 1 r • .. .
,l,,•, rd, < rrr,r.��rr!
Opening r-_ ;.,?; •'`: tYgldOi
f i nL r '
rf • ,'frrf✓° ' ' .r ,+°.'r . ,':`'r'� ;%,.• f :ref F
'rrr /f'�r. �/.• �, ,�r' / .InstQllad r',,•,r'r.,;f,; ..'e �_ `'!! `'Jfi' 'j' •
f, f`
i
it
f
:V �r 1��
•` f`r
r•'r'.
f
r.
.r
F ,
f f 'r?.' r, . ••.
i
frF ;:ff :rrrasletarlcs , therea
reeletance
r
hamar � ` r, , k f rr/, tamer
/" if {• Flash f J f r r
r
r, it rr 'f. 'r�''r•" r �
'J;. f
;Z
r.. V
f r
r r
N�
f 'r,
FlaeFl
I 4
Fr
� ! r r r f rf!' P=eshing
',rr,r •/X/// r." Is•sae
r! /•'+ 'r
r' f l
k'
�
r
f./ .
' k r .•rrf : � • ,
• r` f
`rr f
I
'f.
Flash
•'r .
F!,
. / I
r /
•f
;fr
"r ,{• � • Maul •pan' ' f r, r!, ,;!•, ,rr . ,
CC
0/�°�
I "'a
O
FLASHING SEQUENCE FL'ASHING-'SEQUENCE U,
I3
SCALE, 3/4' , 1'-V Ei SCALEI 3/4' 1'-0• r�" Vy ; 1 ,j
O
W
Tapp over
i
diagonal
drag
- -- =fla adal cuts C ;' ! i
,f", ' '!' • ''r rrr „+ on weather :r` F f r ,,� '•/ ' {!.'
'ff r?,/:•"; f, ,rrr /' ftesiatard
rfr r r ',? : f Weather
r rF
barrier
rgelHtOrtt
'r fF . lrr �r . rrr f . ':, ; •, Willer on''tot ,
at Flax
tai
„l'':/ „•':°' 'f `:/ ! ^'!� ✓ �.'
Opening
..J
,, rf
f4, Weuthor:
/
retance rear "-.' tya°thar
` 'resistanceraw
'
r r r Max r rr
•'`r'J; �. � ,! '; '' r, ', iFlaehnlc}-'`r r ` .. � I 4 .•� r f!,
r+ c 1 +
• y; rum
ung
in
h 9 < : /,< f. •' 1' �:
Flashing
r !": ,F rr •',r" / '.'. ''rrr <^�f', ,
yr,dr;
noesr,',•,,r I !'{ rf: fr: ,/r'� `r I �'-'r:.'`J r;rf r {r F r'f"s:r'f:•
be FiOBhitly ,
>, ,r .r;°rr,i�",r,,.r r r,r`', ,,f, ,frr ,,/rrr:,f,rr. J r•r�.^..
' /' {;,•• , , Ff : ,;;rrr,; . ;, r' ''i,' "• /.rfr . ✓,'
Metal pan Metal pun r•! ; f /
(optiorwi) f r ' f (WUon(l)
FLASHING SEQUENCE FLASHING!SEQUENCEi
C SCALE-, 3/4' 1'-0' F SCAt El 3/4 - 1'•-0'
NOTES: I 1
I. FLASHING TO BE FLEXIBLE '5lELF-ADHE5IVE TYPE (MiN:I ;
6' WIDE).
F .•r, '
IDE � .f /•�`' {"`!%:�ff•.;,r, ''
-
2. INSTALL FLASHING IN ORDER AS SHOWN 3Y NUMBERS. r, r
1 f ,
r
3. INSTALL FLASHING 4 WEATHER RESISTIVE BARRIER TO 4 -;f,:; r'f r !.`;r'',r',`;. r ; r,. ``'-`/!_tv«tUier reeistonce
• f ..,`,r r! i rr", r rrf ' • ar;i - baffler
FORM WATER SHEDDING LAPS. r
r -� - `'•' flushing, exlendulg .1
k earl; aaa. z' vertical
r r r f .lag
• /r '`' ` re�mmendad
im as required
e'``rr"' f ` •'F`'' '
i rf Trim board in req'd.
• f f ,
■ ■ ■ ri ■ r/ V t■:.n ■w/ ■r
LIMITING HEIGHTS
OF STUDS
SIZE
02
GLADE
O.C.
SPACING
15LOCKING
OF ROWS
MAX.
HT.
2X4
SPRUCE PINE FIR
116'
NONE
5'-0'
2X4
SPRUCE PINE FIR
16'
ONE
10'-0'
2X4
SPRUCE PINE FIR
16'
TWO
12'-0'
2Xro
SPRUCE~ PINE FIR
16'
ONE
12'-0'
2X6
SPRUCE PINE FIR
fro
TWO
14'-0'
2X6
SPRUCE PINE FIR
12'
THREE
16'-0'
2X5
SPRUCE PINE FIR
16'
THREE
16'-0'
2X8
SPRUCE PiNE FIR
12'
TH0'
■ ■ ■ ri ■ r/ V t■:.n ■w/ ■r
r
1
-tioxHoning beyond
IS❑METRIC.
SCA I NTS
MISTURIC.OERIYI'lT'
All work mint be done in strict accordance with the
{ " Approved Certificate of ApprOpriateness
Building does not approve'any work outside this scope
Permit Applicant is soley responsible for compliance"
e,y4 1YZI heet NA
,
POOR$, ETC- DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY;
Of -
COPYRIGHT 2016 By ODG Inc. Any Reproductions and/or alterations to these plans without prior written consent from ODG, Inc., is a violation of Federal copyright ri ht laws.