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PAGE 2 - EX6T/fRENOV FOUNDATION FLAN
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THESE PLANS MAY NOT BE Rf—PRODUCED WITHOUT REVISIONS
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CONTRACTOR, AND/OR OWNER SHALL VERIFY ALL DRAWINGS, DIMENSIONS, DETAILS AND
SPECIFICATIONS PRIOR TO CONSTRUCTION. EVERY ATTEMPT HAS BEEN MADE
IN THE PREPARATION OF ALL DOCUMENTS TO AVOID MISTAKES. MDO DESIGNS, INC.
Mr. Midmel 1). 0"Comor, Re*ldwt Date
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ELECTRICAL NOTE6
1) LOCATE ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS, SMOKE DETECTORS, PANS, AND EXHAUST PANS
PER ELECTRICAL/ 5UILDING CODES.
2) VERIFY WITH 5UILDER ANY SPECIAL HOOK-UPS. (RANGE HOODS, FIREPLACE FANS, LANDSCAPE
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B) APPLIED AFTER THE WINDOW INSTALLATION. WEATHER RESITIVE BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION. WRITTEN PERMISSION FROM MDO DE51IGN5 INI
WEATHER RESITIVE BARRIER (WR
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HEAD SCREWS MUST BE USED BEHIND MOUNTING =E
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STE THROUGH WINDOV JAMB (DIN WATER SHEDDING FASHION, SECTIDNA m;� (L
STARTING AT THE BASE OF THROUGH WINDOW JAMB C)
(DIN WATER SHEDDING FASHION, THE WALL L W13RKING TOWARDS
STARTING AT THE BASE OF THE TOP, INSTALL THE WRB
THE WALL L WORKING TOWARDS TO THE FACE OF THE
THE TOP, INSTALL THE WRB SHEATHING.
SEALANT BEOD
TO THE FACE OF THE BEHIND MOUNT111—\ (Z)APPLY SILL FLASHING ib
SHEATHIN& FLANGE.
(Z)APPLY SILL FLASHING llj� APPLY JAMB FLASHING
APPLY BEAD OF SEALANT @APPLY BEAD OF SEALANT G/
AT BACK OF WINDOW AROUND THE PERIMETER OF Q) -0 -
FLANGE L SET WINDOW USING SEAL THE WINDOW FRAME TO THE BACK SIDE (INTERIOR cv
APPLY A I
PAN HEAD SCREWS TO OPENING. Dr NOM. SURFACE) OF WINDOW
DIA. TO THE BACKSID MOUNTING FLANGE.
FACILITATE INSPECTION. (INTERIOR) OF THE WINDOW ------- - ----- --—------ ---- ------
LLI
@ APPLY BEAD OF SEALA14T AT FLANGE, IN LINE WITH ANY IMMEDIATELY INSTALL WINDOW 0
SIDE JAMES. EXTEND 9 w PRE-PUNCHED HOLES OR SLOTS. FLASHING USING PAN HEAD SCREWS TO WI� I
FACILITATE INSPECTION. FLASHING
GAPPLY JAMB FLASHING EALANT BEAD BETWEEN
(5)JANj FLASHIN FLASHING AND MOUNTING APPLY BEAD OF SEALANT SEALANT BEAD BETWEEN AFTER rNSTALLfiTIO
APPLY BEAD OF SEALANT APPLY CONT. SEAL TO THE MOUNTING FLANGE. ACROSS THE FACE OF MOUNTING FLANGE AND SEAL ALL CORNERS OF ---
AT HEAD MOUNTING FLANGE AT HEAD FLASHING. MECHANICALLY JOINED
FLANGES AT THE TOP (HEAD) AND
SIDES (JAMBS) OF WINDOW. EXTEND (DAPPLY HEAD FLASHING OAPPLY A NI DIA. FRAMES TO SEAL FRAME PISCELLI
(DAPPLY HEAD FLASHING SEALANT AT JAMBS 8 W AB13VE BEAD [3F S ALANT TO THE SEAM JUNCTURE,
(a)REMOVE PREVIOUSLY APPLIED THE R.O. AT HEAD. EMBED JAMB BACKSI[DE (INTERIOR) OF THE cn
FLASHING INTO SEALANT AND EM VE PREVIOUSLY APPLIED
TAPE, ALLOWING WRB TO LAY -FASTEN IN PLACE. (FLASHING TAPE, ALLOWING WRB TO LAY MOUNTIENG FLANGE AROUND
FLAT OVER HEAD FLASHING. THE ENTIRE PERIMETER.
APPLY NEW SHEATHING TAPE GOES OVER SEALANT). FLAT OVER HEAD FLASHING. PLACE NAB IN LINE WITH
APPLY NEW SHEATHING TAPE
OVER DIAGONAL CUT SEE OVER DIAGONAL CUT - SEE ANY PME-PUNCHED MILES FLASHING AT HEAD EXTENDS ADDITION
DIAGRAM. SECURE WRB DIAGRAM, OR SLCOTS. BEYOND JAMB FLASHING. cl,
AT HEAD
.10 (Z)HEAD FLASHIN
APPLY A CONT. SEAL ALONG v
FLASHING AT HEAD SECURE WRB MOUNTING FLANGE AT THE CA
EXTENDS 11 BEYOND
JAMB FLASHING. 12 HEAD HEAD. FLASHING GOES OVER
(a) MOUNTING FLANGE. EMBED
(D N,
IN N I BOTTOM OF HEAD FLASHING
6,
(2)HEAn FLAsNiN AGAINST SEALANT (FLASHING
GOES OVER SEALANT),
EMBED BOTTOM OF THE
EXTEND HEAD FLASHING
HEAD FLASHING AGAINST 0I BEYOND EACH JAMB FLASHING. > DRAWN BY. MDO
THE PREVIOUSLY APPLIED FASTEN IN PLACE.
SEALANT (FLASHING GOES
SEALANT
OVER SEALANT). EXTEND
HEAD FLASHING BEYOND DATE: 6/22/07
EACH JAMB FLASHING.
FASTEN IN PLACE. lul
SCALE: 1/4 1 0
A C)
GJANDFLASHI n
z CHECKED BY:
EXTEND JAMB FLASHING A <
JAMB ELASHIN A TO OVERLAP SILL Q�
EXTEND JAMB FLASHING FLASHING. EXTEND
JAMB FLASHING 8 Jj'
TO OVERLAP SILL JO B #:
FLASHING. EXTEND (220MM) ABOVE ROUGH
JAMB FLASHING 8 OPENING AT HEAD. SEALANT
ABOVE ROUGH APPLY TAPE AT N
OPENING AT HEAD. CORNERS TO jPISCELLIfa/rnv
TUCK TOP OF 00, N TEMPORARILY HOLD L
JAMB FLASHING SEALANT FLASHING IN PLACE SILL FLASHING
UNTIL WRB IS APPLIED,
UNDER THE FLAP
OF WRB AT THE
HEAD. SEE DIAGRAM.
SILL FLASHING SHIM AIND ADJUST WINDOW TO ACHIEVE SQUARE,
PLUMB,, AND LEVEL CONDITION. USE C13RR13SION
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE RESISTANT FASTENERS. FASTEN WINDOWS PER PISCELLI PLAN
PLUMB, AND LEVEL CONDITION. USE CORROSION WINDOW MANUFACTURER FASTENER SPECIFICATIONS.
0(Dj RESISTANT FASTENERS, FASTEN WINDOWS PER .01
..0 1 WINDOW MANUFACTURER SPECIFICATIONS.
.01 1 -%1 459'� (MATHER REsisTANT
WT R&RRIER (WRR)
Llw_ I
WEATHER RESISTAN '9 AT A 45 :DEGREE ANGLE, CAREFULLY CUT THE FLASHING DETAILk.
cu BARRIER MN A DIAGONAL, GENTLY RAISE THE
L10i 1 1: I I (tj
11 TOP EDGE: OF THE BARRIER UP AND TAPE THE
AT A 45 DEGREE ANGLE, CAREFULLY CUT THE TOP CORNERS AND CENTER TO THE EXTERIOR
IRARRrER (WRE)
VRB SURFACE ABOVE,
BARRIER LIN A DIAGONAL, GENTLY RAISE THE SHEET
TOP EDGE OF THE BARRIER UP AND TAPE THE
TOP CORNERS AND CENTER TO THE EXTERIOR
IN7ERIOR VIE\4
WRI? SURFACE ABOVE,
VI TOP LEFT caRNER OF WINDOW
INTERIOR VIEW
T13P LEFT CORNER OF WINDOW
A
0 8
__j
P 0
0-
a-
GENERAL NOTES <
FRAMING NOTES AND LEGEND
1 . CODES USED: 2004 FLORIDA BUILDING CODE, RESIDENTIAL EDITION,
ACI, NDS, APA AND ASCE-7. ALL LATEST EDITIONS USED. TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO.
STUD MATERIAL: 2x No. 2 SPF, UNO.
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER HEADERS : Ln
�0
THE WORK. 0
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE 0
1
CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF rl- 0
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB z
16d (0. 148 X 3.5") COMMON NAILS AT 12 ON CENTER. USE OSB L:
SITE PRIOR TO COMMENCING CONSTRUCTION. Q)
-0
SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT
E
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE OF THE WALL IT IS IN. SEE THE HEADER DETAIL ON SHEET ST- 1 FOR z z
FASTENING SPECIFICATIONS. 0
TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN -0 a- L'__
Fr 0
CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 0
HEADER NOTATION IS: uj D
C) cn
cn
THE SECOND FLOOR DECK STRUCTURE IS NOT BEING
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF
MODIFIED. ADDITIONAL WATER PROOFING SYSTEMS ARE ----- NUMBER OF PLIES IN HEADER
THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A
BEING INSTALLED WHICH WILL ADD MODERATE DEAD LOAD
REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN 0
TO THE JOISTS. HOWEVER, THE EXISTING JOIST SYSTEM IS NUMBER OF KING STUDS 0
SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS
SUFFICIENT TO RESIST THE ADDITIONAL DEAD LOADS. I
SPECIFIED WITHIN THESE PLANS. Ld
LO
z
EXISTING SLIDING GLASS DOOR TO REMAIN.---, (2 ) 2xlO 2 : 1 0
FRAMING NOTES (n
>
LLJ z
1 . DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE
NUM
BER OF CRIPPLE STUDS
2004 FLORIDA BU�ILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL
SIZE OF DIMENSIONAL LUMBER
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE COMPONENT AND CLADDING EXTERIORZONES
ON FRAMING PLAN SHEETS. NOT DRAWN TO SCALE
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE
CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES
LOAD TABLE
ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES
ARE NOT APPARENT.
ROOF:
LIVE LOAD: 20.0 PSF
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL DEAD LOAD: 7.0 PSF (J� 0��
SHALL BE PRESSURE TREATED. z 1-- U
0 - V) <
CEILING: (J� __j
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE LIVE LOAD: 10.0 PSF _j Llj
TREATED. 11 , Lij m
LIVE LOAD-STORAGE: 30.0 PSF c� u
6. NAI LS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. DEAD LOAD: 5.0 PSF 0 U
FLOOR:
SECOND FLOOR DECK 7. DIMENSION LUMBER z
LIVE LOAD: 40.0 PSF LO <
1 /4 l '-0 A. ALL MEMEHR SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DEAD LOAD: 10.0 PSF
DIMENSIONS DECK DEAD LOAD: 50.0 PSF
B. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON <
POSTS. WIND LOADS:
C. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS ASCE7-02, 120 MPH WIND, FLORIDA
SHALL BE FRAMED) WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL BUILDING CODE, RESIDENTIAL EDITION AND
PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS EXISTING BUILDING EDITION
SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER EXPOSURE: C
THE DETAILS. IMPORTANCE: 1 .0
BUILDING CATEGORY:
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHEWISE NOTED. NAI L ENCLOSED BUILDING:
SIZES ARE DEFINED BELOW:
INTERIOR PRESSURE
CD
C)
COEFFCIENT: 0. 18
(2) 2X6 HEADER CUT INTO WALL 8d - 0. 131 " x 2- 1 /2
ROOF PITCH' N/A
Q)
FOR NEW WINDOW. 10d - 0.148 x 3 CD CD >0
0
CD
12d 0. 148" x 3- 1 /4
EXISTING STRUCTURAL ELEMENTS a- 0
FI LL OPENING WITH 2X4 STUDS TO REMAIN, INCLUDING POST AND 16d 0. 162" x 3- 1 /2
COMPONENT AND CLADDINC
FASTENED WITH (3) TOE-NAILS PERIMETER BEAMS. 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON
AT EACH END. DESIGN PRESSURES
THE FOUNDATION PLAN AND/CIR THE FOOTING DETAILS SHEET.
FILLER WALLS BUILT BELOW 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED EFFECTIVE EXTERIOR ZONES, INTERIOR ZONES, z
EXISTING BEAMS. FASTEN STUDS OTHERWISE. AREA, SF PSF PSF <
spi
AT TOP AND BOTTOM WIITH
WITH (10) 10d NAILS. FASTEN 0-20 33 -44 33 -36
STUD ADJACENT TO HOUSE AND PLACE 2X4 BOTTOM PLATE ON
EXISTING SLAB. FASTEN TO SLAB
20-50 31 -39 31 -34
CORNER POST WITH (1 ) ROW OF
WITH 1 /4"X3" TAPCONS AT 24'
lod NAILS AT 6 O.C.
0.C. -33
50- 100 29 -37 29
100-200 28 -33 28 -31
NEW STUDS TO BE SHEATHED <
WITH 7/16 OSB WITH 8d NAILS
AT 4" O.C. ON EDGE, O.C. IN
FIELD.
ADDITIONAL FOOTINGS kl�E NOT
EXTERIOR ZONE
a-3.Oft REQUIRED. THE EXISTI%' SLAB IS
SUFFICIENT TO CARRY -HE LOAD
OF THE NEW STUDS.
0
FIRST FLOOR STORAGE ROOM
41
1 /4 1 _O"
0
0 C) a)
(1) M
CD c
0 (1) rr)
Q) -- 0
` > c6
0 c
N 0 0
cn (0
_y 4
u
LO 0 0
Sheet No.
s
GEO REY GARTNE
4P.E 9i323
7-10-07 OF
i- ;,ij, DATE