295 BELVEDERE ST - ADDITION DRAWINGS wind sn!@inssrine esneral notes 4 desi!@n criteria Addition]
1, CODES; Florida buildin!@ rods (5th edition)
,attic,nds,awpa 4apa (latest editions)
2,LIVE LOAD6;
roof live load-top chord, 20 psf
Floor live load 40 psf
3,111IND LOAD5; basic wind speed M=130mph
importance factor (1) 1,0,
risk cateeor� T�pe 2
exposure cate!@or�
internal pressure coefficients Ja (enclosed)
pressures on components and
doors 4 windows 30,4, -40.1
4.1-laterials;
concrete; normal weieht, min 2500 psi,020 da�s w/fibermesh reinforcement
ffbermesh;1/2" monofflament, dosaee; 3/4 lb per cubic �ard Addition for
lumber; wood construction in accordance with chapter 23 of the 55C: Stephanie Hezel
studs; spruce, pine, fir, mcic3 *2 2"35 fBelvedere St
all others; southern �ellow pine, mclB, 02
exterior shear wall sheathine; all exterior walls are shear walls, Atlantic 158ach, F132233 z
111ro"thick apa approved for all roof sheathir!@ and wall panels
PAUL S. LI, P,E. 0
exterior sheathin!@ fastenin!@; DESIGN 4 CONSULTING ENGINEER
for wall; fasten 1/1611thick sheathin!@ ad 6 roll F.E. szt
81(00 ea�msadows wa� W85t, eufte 145 > (A
on centers of supported edees(in the seams) and (o" W
JACKSONVILLE, FL 3225ro U J q?.
on intermediate supports (in the field). reduce nail Ph/Fax; 0B04) "131-roalro / -731-2385 W W
cc % �_ Z
spacine to 4" on centers, around openin!@s and alono double cap plate a.
for roof: fasten 1/16' thick shsathin!@ w/ ad rinp 's ro I oc 4 roll Field
framine anchors; noted on plans b� "simpson" or srie-- -)Ved equal Alteration Level 2 for Addition access
threaded rods; astm a-301 and beam installation
washers; astm f-43(o Work area Method for the above
nuts; astm a 563. erade "a" hex
epox�; simpson strone tie co product; "set" aclhes,, OFFIC C Y
FOOTING DEPTHS SHOWN REPRESENT THE MINIMUM DEPTH 70 WHICH FOOTINGS SHALL BE CARRIED, FC NGS SHALL BE LOWERED AS REQUIRED TO OBTAIN SUITABLE ING.
ALL UNSUITABLE FOUNDATION MATERIAL SHALL BE REMOVED WITH FOOTINGS RESTING ON UND15TURBEr_� L WITH A MINIMUM BEARING CAPACITY OF 2,500 P,S,F,
UNLESS OTHERWISE SHOWN OR INDICATED
THE CONTRACTOR SHALL VERIFY ALL DIMENSION5, ELEVATIONS, ETC. NECESSARY FOR THE PROPER CONSTRUCTION ALL ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE
TO THE EXISTING STRUCTURE.
THE CONTRACTORS SHALL VERIFY ALL MEASUREMENTS NECESSARY FOR PROPER FA51RICATION AND ERECTION OF ALL STRUCTURAL MEMBERS
BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTURE, THE CONTRACTORS SHALL BECOME FAMILIAR WITH EXISTING CONDITIONS.
DURING THE PROCESS OF CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE WHERE THE EXISTING
STRUCTURE 15 TO BE MODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING STRUCTURE WHICH ARETO REMAIN.
AUG 2017
remove existing wall
and install Two 2x&
SYP headers on I cripple
and I klrQ
storage 3'-0" 3'..b"3'-0"X 3�-I,"3'-0"X 3'4'
3--0"x 4'-0" 3'-0"x*-0"
walk-in
closet
2'-0'
2'
.9
X
>
-1
.9
(P
2'-0"
3=X
master Q) It
X
bath existing M star ri
42 tall wall F .9
Q) cn
4'-0
roll-I ower
X 3.
X 1,-". 3. 2'-&"X 2'_0 2'-0" 3'-0"
4'-0"x 1'-0"
framing notes
2x4 SPF 1D 16" oc
remove wall
dbi 2xI2 SYP headers
4x4 o i A5U44 w/ 2 cripples and I king
ballon frame gable wall
Two MT616 1/16" zip wall and roor panels
vertical 6 bearing walls
exietirgl area no work h2.5A -0 ea rafter
REVISED
rRSK cc 16-d
PAUL S. LI, F.E.
Addition for DESIGN 4 CONSULTING ENGINEER OFFICE COPY
Stephanie Wazal P.E, 18305 3'-0"X 3-4-
295 Belvedere St 8160 15a�meadows WN West, Suite 145
JACKSONVILLE, FL 3225ro
Atlantic 5each, F132233 Ph/Fax; (SO4) 131-681(o / 131-2385
page 2
OFFICE COPY
Luest
PAUL S. LI, P.E.
Addition for DESIGN 4 CONSULTING ENGINEER
Stephanie Hezel P,E. 15305
n5 Belveders St 81(00 Sa�msadoujs Wa� Ws5t, euits 145
JACKSCNVILLE� FL 3225ro
Atlantic Beach, F132233 PH/Fax; (IB04) 137-60"Tro / "13'1-2305
12
3
COPY
50uth
PAUL S. LI, P.E.
Addition for DESIGN 4 CONSULTING ENGINEER
Stephanie kezel F.E. 15305
21B5 Belveders St al&C Ba�meadows Wa� Ws5t, 5ults 145
Atlantic Beach, F132233 JACK60NVILLE, FL 3225ro
PH/Fax: ('.�04) '731-roalro / -73-7-2355
FFICE COPY
7 7\\\\\
PAUL S. LI, P.E.
C)ESIC-sN 4 CONSULTING ENGINEER
Addition for P,E, 15305
Istaphaws Hazel 51(00 ea�msadowe Wa� We5t, 5oite 145 page
295 5alvaders Est JAC<&ONVILLE, FL 3225ro
Atlantic Beach.. F132233 pin/Fax; (904) 137-6016 / -13-1-2355
L
31-01, x S.-O" P
3--0"x 3,-r. -0.1 3,-0" 3-6
P
901
3,-0" 4
-0�1 3,-0 x 4'-0
u u
0
L
4%1" x 4'-1 1 11 V-01,x 3.-". 2--b' x 2--0" 2'-0" x 4,-0..
ROOF FLAN i-y -0
2XI2 S'T'F RAFTERS 6 24" OC:
1 3/4" X 11 -7/5" LVL RIDGE 5EAM -9
Addition for
2x:4 SYP collar ties 5"' below rides -X
Stephanie Hazel
2S5 lBelveders St OFFICE COPY
m roxro rides post to bottom plate
Atlantic 5aach, P132233 -0)
roxro rides post to top plate x 1
PAUL S. LI, P,E.
DESIGN 4 CONSULTING ENGINEER
P,E� IaB05
0160 Eayneadauj5 Wa� West, Suite 145
JACXSONVILLE, FL 3225ro
Ph/Fax; (eC4) '131-2385
PAGE 'B TO
4
F1
— ---- -----
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-----------
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— --- -- --- -- —
---w6�
2xlO 6 flaor jaj!��r. U.N.O. foundation
(3) 2xlO band boards
foundation notes
borats termite treatment
piers on 24" x 20" x 10" Hieli pads witin 4 05 ea wa� 10 �Ofcl)
PAUL S. LI, F.E. OFFICE COPY
Addition for DESIGN 4 CONSULTING ENGINEER
Stephanie Hezel F,E, 15305
2c35 5elveders St alroO Baymeadows Wa� West, 6ulte 145
JACKSONVILLE, FL 32256
Atlantic 59ach, R32233 Fh/Fax; (e04) 131-e�81& '131-230E�
---------- ---------------------- -- -- --- - ---------
asphalt shineles to Match existine
E111
)FFICE COPY
RA
lap sfolfrie (Sast
PAUL 5. L1, F.E.
Addition For DESIGN 4 CONSULTING ENGINEER
Stephanie Hazel F.E. la305
2155 Belvadere St 0100 Ba�meadows Wa� Wsst, Suite 145
Atlantic Beach, F132233 JACK60NVILLE, FL 3225ro
F�i/Fax; ((B04) 13-1-roal(o / 137-23a5
WINDOW INSTALLATION (METHOD A)
WEATHER RESITIVE BARRIER(WRB)APPLIED AFTER THE WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE.
�LSECTION A)
{\LSTEPS)
THROUGH WINDOW JAMB
APPLY SILL FLASHING
APPLY BEAD OF SEALANT
AT BACK OF WINDOW
FLANGE&SET WINDOW(PAN 1/1(o" 0,8.6. ROOF: SHEATHING INSTALLED
HEAD SCREWS MUST BE USED SEALANT BEAD
TO FACILITATE INSPECTION) BEHIND MOUNTING PERPENDICULAR TO ROOF TRU58ES
'3') APPLY BEAD OF SEALANT AT FLANGE. WITH STAGGERED END JOINTS. NAILED
SIDE JAMBS
WITH 8D RINGSHANK NAILS -0 6" O.C. ON
APPLY JAMB FLASHING SEAL THE WINDOW FRAME TO
APPLY BEAD OF SEALANT OPENING. APPLY A 3/8"NOM. EDGES AND IN FIELDS
AT HEAD DIA.BEAD TO THE BACKSIDE X� x i
,5)APPLY HEAD FLASHING (INTERIOR)01:THE WINDOW
FLANGE,IN LI'4E WITH ANY
PRE-PUNCHED HOLES OR SLOTS.
6,,IN WATER SHEDDING FASHION, FLASHING 12
STARTINGAT THE BASE OF (&JAMB FLASHING)
7,;THE WALL&WORKING TOWARDS� A3PLY CONT.SEAL TO THE MOUNTING SEALANT BEAD BETWEEN
THE TOP,INSTALL THE WRB FLANGES AT THE TOP(HEAD)AND
TO THE FACE OF THE S DES(JAMBS)OF WINDOW. EXTEND FLASHING AND MOUNTING
FLANGE. (2) H2,54 EACH TRU55
SHEATHING. TUCK WRB UNDER i S=-ALANT AT JAMBS 8 1/2"ABOVE
SILL FLASHING,AND OVER T IE R.O.AT HEAD.EMBED JAMB
JAMB&HEAD FLASHING. F-ASHING INTO SEALANT AND
WITH SHEATHING TAPE, F kSTEN IN PLACE. (FLASHING
CONNECT GOES OVER SEALANT).
THE WRB TO THE FLASHING
(ALL 4 SIDES)
2x(o Far-!a 2X4 02 &.Y,I=.
3/6" BC SOFFIT
R-38 INSULATION
WITH BAFFLES
FLASHING AT HEAD
EXTENDS1"BEYOND
JAMB FLASHING. 1/2" r-zyf=. BD. CEILING
J
TAI=ED AND SFRAYED
(\LHEAD FLASHING)
EMBED BOTTOM OF THE
HEAD FLASHING AGAINST
THE PREVIOUSLY APPLIED 1/2" Gyj-, RD.
SEALANT(FLASHING GOES
OVER SEALANT). EXTEND TAFIED AND I=AINTED
EALANT
S HEAD FLASHING BEYOND
EACH JAMB FLASHING.
FASTEN IN PLACE.
PARDEE SIDING ON VERTICAL
111ro" ZIP SI-1EATHING NAILED AT
ON EDGES AND
(0" O�C. IN T�41E FIELD W/
A Od COMMON NAIL5
IR13 IBATT INSULATION ]BETWEEN STUD6
4�LJAMB FLASHING)
3
EXTEND JAMB FLASHING
TO OVERLAP SILL OFFICE COPY
FLASHING. EXTEND 2X4 F.T. FLATE
JAMB FLASHING 8 112"
ABOVE ROUGH OPENING SEALANT SIDS 1/4" x 4" w 32" CC
AT HEAD. APPLY TAPE FLATE TO RIM JOIST
AT CORNERS TO (2)A35, RIM JOIST
TEMPORARILY HOLD SILL FLASHING
TO EA FIER
FLASHING IN PLACE 2 ,;
UNTIL WRB IS APPLIED. 1/2" x (o" HD BOL
EA CELL
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,�
PLUMB,AND LEVEL CONDITION. USE CORROSION #4 VERT v EA GELL CRAWL SPACE
RESISTANT FASTENERS. FASTEN WINDOWS PER 11116" IBEND INTO FOOTING
WINDOW MANUFACTURER FASTENER SPECIFICATIONS.
8" CONC BLOC;<
W1 ALL CELLS FOURED
,, I I
1HFT1= = — .—H
;=TTTT--
_Lm
H
IL=]T=ITB-*4 CONT'
7T
INTERIOR VIEW
TOP LEFT CORNER OF WINDOW
wall section
Addition for PAUL S. LI, F.E. N,T.6,
Stephanie Hezel DESIGN 4 CONSULTING ENGINEER
2S5 f3elveders St F,E, IL3305
e210 CYPRESS GREEN DRIVE, SUITE 10
Atlantic 5each, F132233 JACK50NV(LLE, FL 3225ro
Fh/Fax; ('.�04) -137-ro8lro / 137-2355
3'-0" X V-0"
31-01, V-0.. 3'.6"3'-0" 3-4-3'-0" 3'-6
J-7-7
31-& x 4--0" 3'-0" 4--0"
2-10"
2--01. AP
APP
existing Mast
31-01, X V-6"x 2'-0" -0.. 3...&�
(..d, X 1.
4--0" x V-0"
electrical
-ID 3'-0"
Acidition for
Stephanie Hezel 3'-0" 3'-(,"
2(35 5elvedere St
Atlantic 5each, r-132233