Plans 1923 (A) Beach Ave 2011 WILLIAM LEUTHOLD
ARCHITECT INC.
2742 HERSCHEL STREET
JACKSONVILLE, FLORIDA 32205 _
904-389-5456 FL.CORP. AA2755
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ALUM.FLASHING&COUNTER-FLASHING
2X8 CYPRESS 91 LEDGER
—ARCHITECTURAL ASPHALT MINGLES ON 112'
(STING DECK&CLERESTORY WINDOWS
COX PLYWOOD ON 1X8 T&G SYP#1 DECKING
TO REMAIN
316'0 X 8'LAG SCREW WI WASHER AT 12 ON 3X8 CYPRESS#1 RAFTERS Q 24'O.C.
EACH RAFTER THRU 2X6 BLOCIONG —14 318'0 X 8'LAG SCREW W/WASHER 0
NAILED BETWEEN STUDS EA.RAFTER INTO 4X8 BEAM
REFASTEN EXISTING ROOFDECKING w 2AT�X 10d RRNSHAW ON TtX N
SHEATHING w/8d RING SHANK ACCESS HOLE FOR NUT&WASHER, II WIRE NAILS AT EACH 1X6 INTERSECTION w
COMMON WIRE NAILS
4'O.C.EDGES AND PLUG AFTER INSTALLATION 3X8 RAFTERS
6"O.C.FIELD. EMOVE SHINGLES,RE-NAIL ROOF
DECKING&INSTALL ROOF TOP GUARD I' �' 112'0 X 10'LAG SCREW WI 1'0 WASHER
UNDERLAYMENT&ARCHITECTURAL . COUNTERSINK III PLUG i i 4X8 CYPRESS#1 BEAM
ASPHALT SHINGLES 1/2'0 THRU-BOLT W/1'0 WASHER THRU i I — 06 CYPRESS#1 I
ADD 2pes SIMPSON H2.5 GIPS FROM EACH DOUBLE 2X6 SYP NO.2 BLOCKING
EXISTING RAFTER TO DOUBLE TOP PLATE
BETWEEN STUDS
EXISTING FRAMING WHERE EXPOSED
n
u
ALUMIMUM EAVE DRQ
CUT FROM 4X4 CYPRESS#1 11Z'0 THRU-BOLT W/1'0 WASHERS, f
ADD 1 pc SIMPSON H2.5 CLIP AT EACH COUNTERSINK&PLUG AFTER
STUD TO TOP PLATE 016"O.C,WHEREINSTALLATION
318'A/C PLYWOOD SOFFIT ON 2X4 SYP#2 FRAMING 4X6 CYPRESS#1 (2)#18 X 4'
NEW CEDAR SHINGLES ON NEW 112'CDX NEW
CAONG SHEATHING W/'WET FLASH' NEW(2)2*SYP#2 HEADER(SEE FRAMING 112'0 X O BL SCREW W/100 WASHER —
PLYWOOD THRU DOUBLE 2X6 SYP N0.2 BLOCKING �
WATERPROOFING AT CLOSED OR NEW GWB AT CLOSED OPENINGS BETWEEN STUDS
PLANS,SHEET 8.1 FOR OTHER LOCATIONS) s
ALTERED OPENINGS OVE EXISTING SIDING,INSTALL
NEW R-19 INSULATION AT CLOSED LL' NEW WINDOW
y OPENINGS :"INET FLASH'WATERPROOFING ON �
EXISTING SHEATHING&CEDAR P.T.4X4 POST POST BEYOND
SHINGLES
Z 36'H WOOD RAILING W/
3 BALUSTERS SPACED NOT
.e TO PASS 4"0 SPHERE
3l4'STURDMFLOOR SUB FLOOR
LASHING OVER
PLYWOOD SHEATHING.GLUE AND BRACKET D ETA L 4/5.2
FASTEN TO WOOD JOISTS w/10d z POSTING GWB PATCH AS REQUIRED AT
COMMON WIRE NAILS ®4"O.C. ALTERED OR CLOSE NGS
EDGES AND 6"O.C.FIELD NTINUOUS TRIM BAND AT SILL LEVEL 4
FLOOR FINI;_ SCHEDULED ON NEW OF WINDOWS 3A,3B,3C&3D. SEE SILL E E
io 3/4"STU I FLOOR PLYWOOD ON 2X10 DETAIL 313.1Lj
IN FILL FLOOR SYSTEM DESIGN CRITERIA g ILOT3;OISTs 16"O.C.AT 1KIN
1 0
FLOOR DEAD LOAD =20p9t FI FLOOR OPENING REMOVE EXISTING SIDING,INSTALL WET I
FLOOR LIVE LOAD =40p8T FLASH'WATERPROOFING ON EXISTING
SHEATHING&CEDAR SHINGLES
REFASTEN EXISTING 1/2"CDX
PLYWOOD WALL SHEATHING. i
w/8d COMMON WIRE NAILS i ADD 1pc SIMPSON MSTA36 FLAT "
` Q 3"O.C.EDGES AND
II 6 O.C.FIELD(TYPICAL) I I c.rn•n ronu urSEE T UCa U ADD IPCSIMPSON MS'TA36 FLAT
" a�r�nr rnvm vrrcr�y r vw,v
NEW GWB AT FILLED IN LOWER STUDS.SEE STRUCTURAL _
STUDS TO
FLOOR OPENING PLANS FOR LOCATIONS. SOWER STUDS.SEROM ESTRUCTURAL
PLANS FOR LOCATIONS. '
REFASTEN EXISTING 112"COX
NEWT CEDAR SHINGLES ON NEW 1/2'
4 PLYWOOD WALL SHEATHING. NEW GWB AT CLOSED OPENINGS PLYWOOD WATER SHEATHING W/WET� �'WATERPROOFING AT
wl 8d COMMON WIRE NAILS
ED OR ALTERED OPENINGS
NEW CEDAR SHINGLES ON NEW 112"CDX NEWWINDOW 3'O.C.EDGES AND r 33
PLYWOOD SHEATHING W/'WET FLASH' 8'O.C.FIELD{TYPICAL) NEW R-19 INSULATION AT CLOSED
WATERPROOFING AT CLOSED OR OPENINGS
NEW GWB AT CLOSED OPENINGS P.T.`
ALTERED OPENINGS q 4X4 POST BEYOND
NEW R-19 INSULATION AT CLOSED
OPENINGS � 36"H WOOD BALING W/
�+ �``" BALUSTERS SPACED NOT
g °c� TO PASS 4'0 SPHERE
o NEW GWOT CLOSED OPENINGS
g F
EW CEDAR SHINGLES ON NEW 112"CDX WILLIAM A LEUTHOLD AR8902
NEW R 1$ ISULATK)N AT CLOSED PLYWOOD SHEATHING Wl'WET FLASH
u- OPENINGS; WATERPROOFING AT CLOSED OR
ALTERED OPENINGSN 3112"
tO FLOOR FIi1ISH AS SCHEDULED
om YY9gD F ALUM.FLASHING COUNTER-FLASHING *� TI 318"0 X 9"LAO BREW WI WASHER 1
STRUCTURE 2X8 CYTPSS1 LEbG
lr.6�
ARCHITECTURAL ASPHALT SHINGLES ON 112" ACCESS HOLE FOR NUT&WASHERii4X10 CYPRESS#1 BEAM
COX PLYWOOD ON 1X6 T&G SYP#1 DECKING PLUG AFTER INSTALLATION
ON 3X6 CYPRESS#1 RAFTERS 0 24'O.C.
'UPLIFT CONNECTOR II r
2X8 P.T.SYP N0.2 RIMBOARD I I I i 'rv� i� FLORIDA SEAL
- CYICTIid(:G161R - Y ALUM.EAVE DRIP EXISTING GWB 4X10 CYPRESS#1 BEAM DRILL BOLTT W/2'x2"2L 1PLATE WASHER i i i i I REVISIONS: DAA
2742 HERSCHEL STREET
JACKSONVILLE, FLORIDA 32205
904-389-5456 FL. CORP. AA2755
rAI��A.C,AL�IJl�l1Tl(,�AL:
EXISTING IST FLOOR: 705 S.F.
EXISTING 2ND FLOOR: 309 S.F.
NEW 2ND FL DECK: 76 S.F.
EXISTING 3RD FLOOR: 369 S.F.
EXIST.3RD FLOOR BALCONY: 76 S.F.
TOTAL ENCLOSED: 1,413 S.F.
y,
___ _ _ __ == = $ =3�
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II II
TURTLE
TURTLE TURTLE FRIENDLY F Y I I
FRIENDLY FAY FIXTURE F I
FIXTURE
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I ALL EXISTING
I r(lwi II fEL ILTI�
ELECTRICAtr 0 I a" REMAIN
REMAIN ^`
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I i REVISIONS: DATE
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WILLIAM LEUTHOLD
ARCHITECT INC.
2742 HERSCHEL STREET
JACKSONVILLE, FLORIDA 32205
904-389-5456 FL. CORP. AQ755
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DECK SYSTEM DESIGN CRITERIA:
' DECK DEAD LOAD -10psf
DECK LIVE LOAD =40psf
�$ 1 pc SIMPSON HGAM STAINLESS STEEL TRUSS ANCHOR.
FASTEN W/4po8 SDS 1/4-8x1 12'SIMPSON STRONG-DW4E
STAINLESS STEEL SCREWS EACH DECK JOIST ANO
3 4pce SDS 1/4"0x3"SIMPSON STRONG-DRIVE STANLEY HGAM
STEEL SCREWS INTO TOP OF 4'x10"DECK BEAM.
1 4' 14'491/2" 1 "
'�112" 17-V 1'-61
4 0C 1 BE M
IF
WOOD BRACKET-SEE DETAIL 315.1
EXISTING BALCONY
FL JOTS
OUT
DO TO L
11
8.4 A
(3)2"xa"HDR _ __
® m __ _ _ __ (3)2'x8'HDR Lusts
EXISTING 4X10 _ x
ADD SIMPSON LUS28 STAINLESS
STEEL JOIST HANGER AT EACH
DECK JOIST
LUS210
3X6 CYPRESS#1 RAFTERS 24'O.C.
4X8 CYPRESS BEAM
EXISTING FLOOR
FRAMING TO
II REMAIN"AS-IS'
I
ti� I v
WOOD BRACKET-SEE DETAIL 4/5.1
— — L— — `EXISTING 4X10
r 2
U _ _ •�_ _ - � -- u L— 83
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WILLIAM A.LEUTHOLD M8902
STUDS 0 12" O.C. AND '/2"CDX "' w x6 SPF No.2 HEADERS TOGETHER w/ 4 ROWS 1 TIMBER BRACKETS AND BEAM J4RCHITEI
3pcs 2"x6" SPF NO.2 PLYWOOD WALL SHEATHING. 12d COMMON WIRE NAILS 8.3 STUDS 0 12" O.C. AND '/ "CDX 12d COMMON WIRE NAILS
STRUCTURAL MULL, 0 12" O.C., EACH LAYER 3pcs 2"x6" SPF N0.2 PLYWOOD WALL SHEATHING. 3pcs 2"x6" SPF NO.2 8'3 AS PER STRUCTURAL 2742 HEMI
STRUCTURAL MULL ® 12 O.C., EACH LAYER P
SEE DETAIL 3/8.3EXISM SEE DETAIL 3/8.3
(TYPICAL 2 LOCATIONS) STRUCTURAL MULL, r __ _ SECTION 1/8.3 JACKSOMVIW
EI�AL.CONY (TYPICAL 2 LOCATIONS) DECK SEE DETAIL 3/8.3 11-1-'r_ _ _____________ __- - -� Fl
C New (TYPICAL 2 LOCATIONS I`-�-I- ------------------------------------------ r-,I
EER,aE INL »JQjyAIL4�9,1Of 91�'EiA4AA I�I' VG' V�'I'I�'�6Vv' 6N°I'N'S 11
I� =14 EA§I MW6)#
w/ 1 pc 2x6 SPF No.2 JACK » REFRAME NEW WINDOW OPENING I 1 ; I OPENING w/ 2"x6" SPF No.2 CHRISTOPHE
w/ 1 pc 2x6 SPF No.2 JACK I'' w/ 1 pc 2"x6" SPF No.2 JACK I I I I I I STUDS 0 12" O.C. AND '/2"CDX
STUD AND 3pcs 2"x6" SPF No.2 �3 �6 STUD AND 3pcs 2"x6" SPF No.2 03 3 , CONSULTING.
FULL HEIGHT STUDS, EACH SIDE 2 -_ - __ FULL HEIGHT STUDS, EACH SIDE STUD AND 3pcs 2x6" SPF No.2 I , , Q3 03 I I PLYWOOD WALL SHEATHING.
FULL HEIGHT STUDS, EACH SIDE ' ' z _ 2X6 420 OSCEOLA,
t- • REFASTEN EXISTING WALL JAMMLLE
FRAME-IN EXISTING WINDOW --- c�" _-- t--== -__
OPENING w/ 2"x6" SPF No.2 (3)2"x8" ADD 1 pc SIMPSON MSTA24 (3)2"x8" 00 REFASTEN EXISTING WALL 3 2"x8" SHEATHING w 8d COMMON 808 217.4707
STUDS 0 8" O.C. AND '/2"CDX cv �� FLAT STRAP EACH SIDE OF 6 �- ------�'-` SHEATHING w/ 8d COMMON WIRE (3)2%8"
WIRE NAILS 3" O.C. EDGES (MB)217.4707
6820
P.E.. .
PLYWOOD WALL SHEATHING. 8. 8.3 cv WINDOW OPENING TYPICAL N NAILS 0 3" O.C. EDGES AND ADD 1 pc SIMPSON HTT16
O
CAL N 8.3TY�PICAL 6" O.C. FIELD (TYPICAL) EACH SIDE OF REFRAMED AND 6 O.C. FIELD (TYPICAL) odkdheamd
O 0 WINDOW OPENING, SEE - FRAME NEW DOOR OPENING
oxo FRA -IN EXISTING INDOW FRAME NEW WINDOW OPENINGS 00 I MEDIA ROOM FRAME NEW WINDOW OPENINGS DETAIL 2/8.3 -- �� I w 1 c 2"x6" SPF No.2 J
OPENING w/ 2"x6" SPF N0.2 w/ 1 pc 2x6 SPF No.2 JACK „ oo - I / p ACK
N
w/ 1pc 2x6 SPF No.2 JACK x N I I STUD AND 2pcs 2"x6" SPF No.2
N
STUDS ® O.C. A '/ "CDX STUD AND 2pcs 2"x6" SPF N0.2 " `V 1 STUD AND 2pcs 2"x6" SPF No.2 ^ SITTING R oo ' I I FULL HEIGHT STUDS, EACH SIDE
v _2 FULL HEIGHT STUDS, EACH SIDE i FRAME-1N EXISTING WINDOW FULL HEIGHTPSTUDS, EACH SIDE '`� ROOM
0 LY OD WALLS ATHING. w
-- ----- -n--- r� m 0 `J OPENINGS w/ 2x6 SPF N0.2 .� x
FRAME NEW WINDOW OPENING ' ----- - N STUDS 0 12 O.C. AND 1/2 CDX04
' Ir-----11 ► 00 FRAME NEW WINDOW OPENING PLYWOOD WALL SHEATHING. 00 FRAME NEW WINDOW OPENING
w/ 1 pc 2"x6" SPF No.2 JACK I 1;-----;I 1 _x „ »
» ++ �----- w/ 1 pc 2x6 SPF No.2 JACK x TIMBER BRACKETS AND BEAM
STUD AND 2pcs 2x6 SPF No.2 '�-- ' �`' N " w/ 1 pc 2x6 SPF No.2 JACK NII I
FULL HEIGHT STUDS, EACH SIDE I N STUD AND 2pcs 2"x6" SPF N0.2 STUD AND 2pcs 2"x6" SPF No.2 _ I AS PER ARCHITECTURAL
I N FULL HEIGHT STUDS, EACH SIDE FULL HEIGHT STUDS, EACH SIDE -- ;' I SECTION 4/5.1
---J
FRAME-IN EXISTING WINDOW i » FRAME-IN EXISTING WINDOW ---
» I I
FRAME-IN EXISTING WINDOW `------------------- ------ --- � 8 3
OPENING w/ 2x6 SPF N0.2 I I OPENING w/ 2x6 SPF No.2 OPENING w/ 2"x6" SPF No.2 I I 2
STUDS 0 16" O.C. AND '/2"CDX I 1 STUDS 0 16" D.C. AND '/2"CDX ADD 1 c SIMPSON STUDS 0 12" O.C. AND '/ "CDX --� I I O
PLYWOOD WALL SHEATHING. , _ _ 8,3
PLYWOOD WALL SHEATHING. EXI ING WALLS MSTA36 FLAT STRAP PLYWOOD WALL SHEATHING.
EXISTING �1/ALLS o
O __-__-_ _ __ TO_REMAIN "AS-IS" MSTA36 FLATT STRAP REFASTEN EXISTING WALL TO REMAIN "AS-1S" FROM UPPER STUDS EXISTING
� ADD 1 c TO LOWER STUDS FRAME-IN EXISTING WINDOW
00 FROM UPPER STUDS SHEATHING w/ 8d COMMON ° OPENING w/ 2"x4" SPF No.2 KITCHEN o
ADD 1pc SIMPSON MSTA24 ❑ (TYPICAL) EIffMKffC Br N FRAME-IN EXISTING WINDOW
° FLAT STRAP EACH SIDE OF � TO LOWER STUDS WIRE NAILS COD 3" O.C. EDGES __ STUDS 0 8 O.C. AND / CDX
AND 6" O.C. FIELD TY ---- I 2 ` OPENING w/ 2"x4" SPF No.2
WINDOW OPENING (TYPICAL ., EXISTING (TYPICAL) (TYPICAL) EXISTM i I PLYWOOD WALL SHEATHING. 1
MSTA24 b L� O; w I I EXISTING HEADER SHALL STUDS @ 8 O.C. AND /2 CDX
REMAIN AS-IS". PLYWOOD WALL SHEATHING.
REFASTEN EXIS ING WALL I I ADD 1 pc SIMPSON STORAGE: EXISTING HEADER SHALL
FRAME NEW WINDOW OPENINGS SHEATHING w/ 8d COMMON REFASI;ON EXISTING WALLNNYAMM HTT16 EACH SIDE REMAIN "AS-IS".
EXISTING WIRE NAILS 0 O.C. EDGES ON SHEATHING w/ 8d COMMON NEXISM OF REFRAMED WALL
W/ 1 pc 2"x6" SPF No.2 JACK (2)2"x8" HEADER AND 6" O.C. FI LD (TYPICAL) STAIRS ---*`'-iNtf -1�AIILS ® O.C. EDGES opo OPENINGS, SEE '
STUD AND 2pcs 2"x6" SPF No.2
AND 6'' IO.C. FI LD (TYPICAL) DETAIL 2L8.2
FULL HEIGHT STUDS, EACH SIDE __ __
7-1
=2
2x6 2X0 2X6 24 EXWNGFOW L.1 LJ �
HT118-------------
�eAw FRAME-IN EXISTING INDOW eeL+av 1 a
SHEATHING WTI 8d RING rRAME-IN EX ' 'N'I'NCt W% � S� F Nb.1 'I I A''I�IrE 'NE's 'DOOR (" rp �°IMN I � x
STING WINDOW -�
/ ADD 1 c SIMPS MSTA361 >� = LAUNDRY
SHANK COMMON WIRE NAILS OPENING w/ 'x6" SPF No.2 STUDS 0 8 O.C. AND 2 CDX FLAT STRAP EA SIDE 6 w/ 1 pc 2x4 SPF No.2 JACKN.
PLYWOOD WALL SHE THING.m ' STUD AND 2pcs 2"x4" SPF N0.2 FOYER
0 4" O.C. EDGES AND STUDS 0 12" D.C. AND 1/2"CDX LJ WINDOW 0 ,EN �"YP1CA L HEIGHT STUDS, EACH SIDE %
s FUL
EXISTING HEADER SHALL L
---- , - - -,
6" O.C. FIELD. PLYWOOD WALL SHEATHING. REMAIN S-IS".r-i _ i 1 I » »
I L_________________ L� 3pcs 2x4 SYP N 0.2 0
FRAME NEW WI DOW OPENING 1 STRUCTURAL ULL, N •
_______ P
---- EXISTING
w/ 1 pc 2"x6" PF No.2 JACK NOTE: SEE ARCHITECTURAL 1 ' 1 I ��--- 1 HMS
I I -- ----- _ SEE DETAIL 8.2 �
I I ----- ------ WALLS TO
STUD AND 2pcs x6 SPF N0.2 PLANS AND WINDOW/DOOR I I �J N "TM6 REMAIN
FULL HEIGHT STU S, EACH SIDE MANUFACTURERS REQUIREMENTS „ 11 ape"
FOR ACTUAL ROUGH OPENING
I I �� FRAME NEW WINDOW OPENING I .x AS-IS REFASTEN EXISTING WALL
1 1 t I I N EXISTING
DIMENSIONS. NOMINAL 1 t DastINORooF 1 t w/ 1 pc 2x4 SPF No.2 JACK BATH SHEATHING w 8d COMMON
DIMENSIONS SHOWN FOR 1 1 Beaw ;; ti I ++ ++ /
GENERAL LAYOUT.
STUD AND 2pcs 2x4 SPF No.2 (a me WIRE NAILS 0 3" O.C. EDGES
�� I I I I FULL HEIGHT STUDS, EACH SIDE I,; 0° AND 6" O.C. FIELD (TYPICAL)
BELCMYROOF °�
REFASTEN E ISTINd (ROOF 1 1 FRAME-IN EXISTING DOOR BREWAST
FRAMING NOTE: GENERAL ++ ++
SHEATHING / 8d, I 1 1 #, OPENING w/ 2x4 SPF N0.2
CONTRACTOR TO COORDINATE SHANK COMM N WIaB ILS ' ' "' 5
LOCATION OF FRAMING MEMBERS
STUDS 0 12" O.C. AND '/2"CDX
0 4" ,O.C. DGESI N_' I I PLYWOOD WALL SHEATHING. -A rn8 8.3
WITH HVAC DUCT WORK AND 1 1 6 O.0 FL1 -p:L__�_______= I 0 00 TYPICAL
ELECTRICAL FIXTURE LOCATIONS. I FRAME KIFW Wlnlnow nppKi n x
I I w/ 1 pc 2"x4" SPF��No 2 JACK N FRAME-IN EXISTING DOOR
ALL DRILLED1 1 I ^
AND EPDXIED THREADED I 1 , I STUD AND 2pcs 2x4 SPF No.2 O OPENING w/ 2x4 SPF N0.2
STUDS SHALL BE INSTALLED 1 1 ;; 1 1 FULL HEIGHT STUDS, EACH SIDE STUDS 0 8" O.C. AND 1/2"CDX
F1
WITH SIMPSON STRONG-TIE "SET" 1 `--'----- r----------� __________� 1 PLYWOOD WALL SHEATHING.
' TWO COMPONENT EPDXY ADHESIVE EXISTING HEADER SHALL� REMAIN "AS-IS". �E]EVTEWED FOR EQUAL. INSTALLATION SHALL NEitNa
BE IN ACCORDANCE WITH THEppg,�p MOq" IFICATION
Cj'j'Y01
SEEPER
THIRD LEVEL MODIF CATION MANUFACTURERS INSTRUCTIONS. SECOND - LEVEL M0
ATION FIRST LEVELAFICR;��
FRAMING PLAN FRAMING PLAN ��-
FRAMING PLAN
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" t SCALE: 1/4" = 1'-0"
mac.Wrto
1 ALL NEW EXTERIOR BEARING WALLS SHALL BE CONSTRUCTED w/ 1) ALL NEW EXTERIOR BEARING WALLS ASH»AL' BE CONSTRUCTED w/ 1) ALL NEW EXTERIOR BEARING WALL SHALL BE CONSTRUCTED w/
DBL 2"x6" SYP N0.2 TOP PLATE, 2"x6" SPF N0.2 STUDS DBL 2x6 SYP N0.2 TOP PLATE, 2 x6 � SPF No.2 STUDSx4►�/2x6 SYP No.2 TOP ATE, 2»x4»/2»x6 SPF No.2 STUDS
0 16 O.C., AND 2x6 P.T. SYP N0.2 BOTTOM PLATE, U.N.O. 0 16" O.C., AND 2"x6" P.T. SYP No.2 BOTTOM PLATE, U.N.O. ��DBL 2 �� ++
0 16 O.C., AND 2x4"/2"x6 P.T. SYP No.2 BOTTOM PLATE, U.N.O.
2) ALL NEW HEADER BEAMS SHALL BE SYP" No.2 OR EQUAL. 2) ALL NEW HEADER BEAMS SHALL BES No.2 OR EQUAL. 2) ALL NEW HEADEREAIS SHALL SYP ,Ng,� QR E ,A_L,.
111NQ,I,CATES TIfWKR ,F,�b1WED INDICATES fpc 9It�PSI t0�s�'TA36, I'N'�I'G'AT g 71M'YER rRAVE�D 1`01'GATES 1pc SIMPSON MSTA36 INDICATES TIMBER FRAMED EXTERIOR WALL E INDICATES 1pc SIMPSON HTT16
OR 1 pc SIMPSON MSTA24 STRAP EXTERIOR WALL OR 1 pc SIMPSON MSTA24 STRAP EXTERIOR WALLc SIMPSON MSTA36
INDICATES TIMBER FRAMED INDICATES TIMBER FRAMED
INTERIOR WALL INTERIOR WALL INTERIOR WALL t INDICATES TIMBER FRAMED x INDICATES 1P_QR 113c SIMPSON MSTA24 STRAP V-k
_= INDICATES HEADER BEAM _= INDICATES HEADER BEAM == INDICATES HEADER BEAIV1
j INSTALL "ROOF TOP GUARD II" UNDERLAYMENT
WILLIAM LEUTHOLD
AND ARCHITECTURAL ASPHALT SHINGLES ARCHITECT INC.
AS PER ARCHITECTURAL PLANS •a
EXISTING ROOF SHEATHING. REFASTEN TO EXISTING 2742 HERSCHEL STREET
RAFTERS w/ 8d RING SHANK COMMON WIRE NAILS JACKSONVILLE, FLORIDA 32205
MAZA
ADD cs SIMPSON H2.5 CLIPS FROM EACH H2.5
EXIST! RAFTER TO DOUBLE TOP PLATE
WHER EXPOSED
ADD 6pcs-16d TOENAILS EACH EXISTING CHRISTOPHER C. KATHE, INC.
RAFTER TO DOUBLE TOP PLATE WHERE EXPOSED CONSULTING STRUCTURAL ENGINEER
EXISTING GYPSUM DRYWALL ALUMINUM EAVE DRIP AS PER 420 OSCEM AVENUE
ARCHITECTURAL PLANS
CEILING -__ FASCIA AND SOFFIT AS PER JACKSONVILLE BEACH, FLORIDA 32250
(808)2174707
EXISTING (2)2"x6" SYP No.2 ARCHITECTURAL PLANS FL P.E.38820
TOP PLATE. ADD 4-12d COMMON WIRE NAILS �181I.00frl
ADD 1 pc SIMPSON H2.5
,.,--NEW CEDAR SHINGLE SIDINGY° CLIP AT EACH STUD TO ADD 3/e" AC PLYWOOD SOFFIT
AS PER ARCHITECTURAL PLANS TOP PLATE 0 16" O.C, ADD 2"x4" SYP No.2 SOFFIT BLOCKING 1 pc SIMPSON A35 TOP
ADD '/2" CDX PLYWOOD WALL SHEATHING WHERE EXPOSED 0 24" O.C. FASTEN TO LEDGER AND BOTTOM, EACH SIDE
FASTENED w/ 8d COMMON WIRE NAILSw 4-12d TOENAILS OF MULL. FASTEN w/
® 3" O.C. EDGES AND 6" O.C. FIELD EXISTING GYPSUM DRYWALL /
AILS, EACH.
ADD 2"x6" SPF No.2 STUDS 0 12" O.C. DD 2"x4" SYP No.2 WALL LEDGER. WIRE NAILS,12-8d x 1COMMON
AT EXISTING GLASS SLIDING DOOR ASTEN TO STUDS w/ 3 ROWS 12d EXTERIOR
IN-FILL WALL FRAMING LUS28 OMMON WIRE NAILS ® 16" O.C.
- ADD 1 pc SIMPSON MSTA36 FLAT2"x8" P.T. SYP N0.2 WALL LEDGER I EW CEDAR SHINGLE SIDING DOOR .1
S PER ARCHITECTURAL PLANS WINDOW
STRAP FROM UPPER STUDS TO FASTEN w/ 4 ROWS 12d STAINLESS
LOWER STUDS. SEE PLAN FOR A35
DD '/2" CDX PLYWOOD WALL SHEATHING
LOCATIONS. STEEL RING SHANK NAILS ® 16" O.C.
�` 1pc SIMPSON LUS28 STAINLESS �AS� 3TE0 C. EDGES COMMON
O MON WIR NAILS INTERIOR
NOTE: NOTE: 3 cs 2"x6" SOF No.2 MULL STUDS
STEEL FACE MOUNT HANGER P
WATERPROOFING AND WATERPROOFING AND AT CLOSED OR ALTERED OPENINGS SPLICE TOGETHER w/ 3 ROWS 12d
FLASHING DESIGNED 2"x8" P.T. SYP NO.2 DECK FLASHING DESIGNED /"",OPENINGS.
: ADD 2x6 SPF No.2 STUDS COMMON WIRE NAILS 0 12 O.C.,
BY OTHERS JOISTS ® 16" O.C. BY OTHERS00 c� 8" O.C./12" O.C./16" O.C. EACH LAYER i
1pc SIMPSON HGAM STAINLESSAT EXISTING CLOSED OR ALTERED
NEW 2"x6" SYP No.2 BOTTOM PLATE STEEL TRUSS ANCHOR. FASTEN " „ SEE PLANS FOR
EXISTING 2x6 SYP No.2
FASTEN w/ 3 ROWS 12d COMMON w/ 4pcs SDS'/4"Ox1'/2" SIMPSON REQUIRED STUD SPACING. VERTICAL STRUCTURAL MULL AT
„ ® BOTTOM PLATE
WIRE NAILS 0 12 O.C. STRONG-DRIVE STAINLESS STEEL -tw
1pc SIMPSON MSTA36 FLAT
EXISTING SUB-FLOOR SHEATHING SCREWS EACH DECK JOIST AND HHGAM EXISTING SUB-FLOOR SHEATHING AP FROM UPPER STUDS TO REFRAMED OPENING - FIRST/SECOND/THIRD LEVEL
4pcs SDS'/4"0x3" SIMPSON ER STUDS. SEE PLAN FOR
EXISTING 2"x10" FLOOR JOISTS STRONG-DRIVE STAINLESS STEEL EXISTING 2"x10" FLOOR JOISTS !LOCATIONS. 3 DETAIL
SCREWS INTO TOP OF 4"x10"
DECK BEAM. XISTING 2"x10" SYP NO.2 8.3 SCALE: 114" = 1'-0"
• IM BOARD.
2"x8" P.T. SYP NO.2 RIM BOARD.
EXISTING GYPSUM DRYWALL FASTEN w/ 4-12d STAINLESS STEEL EXISTING GYPSUM DRYWALL
CEILING RING SHANK NAILS AT EACH JOIST a CEILING
P N�Z TQP POTEI NEW 4"x10" CYPRESS NO.1 CE4AR, �HINGL SIDING
SY bt> l C ''' ?` ;FII I`l'1�t'?�L "F L?�1
SPLICE TOGETHER w/ 2 ROWS lad •q
COMMON WIRE NAILS ® 16" O.C. DRILL AND COUNTERSINK 1pc TOP PLATE.
ADD 2"x6" SPF No.2 STUDS ® 12" O.C. '/s"0x14" LAG SCREW w/ 1"0 WASHER •
AT EXISTING GLASS SLIDING DOOR 3 EXISTING 2"x6" SPF No.2 !STING 1/2" CDX PLYWOOD •
IN-FILL WALL FRAMING DRILL AND COUNTERSINK 2pcs /e"0x9" STUDS LL. SHEATHING. REFASTEN H2.5
LAC SCREWS w/ V-0 WASHERS ,
8d COMMON WIRE NAILS
(2)2"x8" SYP No.2 SOLID BLOCKING DIAGONAL BRACKET CUT FROM EXISTING GYPSUM DRYWALL :3" O.C. EDGES AND ADD 1pc SIMPSON H2.5
AT BRACKET LOCATIONS. SPLICE 6"x10" CYPRESS NO.1 MATERIAL MSTA36 CLIP AT EACH STUD
TOGETHER w/ 3 ROWS 12d COMMON !I O.C. FIELD (TYPICAL) TYPICAL
WIRE NAILS 0 4" O.C. FASTEN DRILL AND COUNTERSINK 1pc %"0x9" EA(TYPICAL)
SIDE SUPPORT STUDS INTO EACH LAG SCREW w/ 1"0 WASHER 2"�,4"/2"x6" SYP.NO.2 DOUBLE
END OF THE BLOCKING w/ 3/4" DEEP CUT NOTCH (2 'LOCATIONS)
TO PLATE. FASTEN TOGETHER
8pcs 12d NAILS w/ 10d COMMON WIRE NAILS
DRILL AND INSTALL 5/8"0 THROUGH ADD '/z" CDX PLYWOOD WALL SHEATHING ® 6" O.C. PROVIDE 3-10d
FASTENED w/ 8d COMMON WIRE NAILS C0 MON WIRE NAILS EACH
BOLT w/ 2x2 /e"x PLATE WASHER SID OF SPLICE (TYPICAL)
AND HEX NUT THROUGH DOUBLE 2x8 0 3 O.C. EDGES AND 6 O.C. FIELD
SYP NO.2 SOLID BLOCKING AND ADD 2"x6" SPF No.2 STUDS x,12" O.C.
PLUG AS REQUIRED. AT EXISTING GLASS SLIDING OR , 2"x4"/2"x6" ?F N0.2
(TYPICAL 2 LOCATIONS EACH BRACKET) IN-FILL WALL FRAMING ADD 1 p SIMPSON H2.5 CLIP WHERE OTTOM PLATE IS EXPOSED, STUDS ® 1O.C.,
ADD 1pc SIMPSON H2.5 CLIP AT EACH STUD WHERE EXPOSED ' " SEE FLOOR PLAN
�L �; RILL' ND OXY /z 0x8 THREADED
DRILL AND EPDXY / "0x8" THREADED
° • AT EACH STUD s ° ° " RDD, w/ 5'/2" 'MO1 fiAUM EMBEDMENT,
NEW 2"x6" P.T. SYP No.2� ROD, w/ 5'/2" MINIMUM EMBEEIMENT, °q° EXISTING 2x6 TTMA o No.2--\
TI " '
w/ 2x2 x/e" PLATE WASHER TO
BOTTOM PLATE w x x 8 EXISTING MONOLITHIC CONCRETE
EXISTING MONOLITHIC CONCRETE 'FOUNDATION BELOW. MAINTAIN 24" O.0
EXISTING MONOLITHIC CONCRETE FOUNDATION BELOW. MAINTAIN'' 24" O.0 EXISTING MONOLITHIC CONCRETE
I PACING IN-BETWEEN EXISTING
FOUNDATION FOUNDATION CHOR BOLTS.
H2.5 SPACING IN-BETWEEN EXISTIN b2� •
" 'a �. ANCHOR BOLTS. .. : .a
• APPROXIMATE GRADE •' PROXIMATE GRADE
DOUBLE TOP PLATE MODIFICA ON
4. - a.
.,• . . �.
DETAIL
8.3 SCALE: NTS
WALL ECTION AT DECK MODIFICATION TYPICAL WALL SECTION AT ODIFICATIONS
1 SECTION 2 SECTION
8.3 SCALE: 3/4" = 1'-0" 8.3 SCALE: 3/4" = 1'-�"
ADD 1 pc SIMPSON H2.5 UPLIFT °0 ADD 1 pc SIMPSON H2.5 UPLIFT °0� €` ADD 1 pc SIMPSON H2.5 UPLIFT AD 1 pc SIMPSON ° • CHRWMPMGlu►M FLPE3�0
CONNECTOR AT TOP AND 110CONNECTOR AT TOP AND CONNECTOR AT TOP AND MS iA24 FLAT STRAP
BOTTOM OF THESE STUDS BOTTOM OF THESE STUDS BOTTOM OF THESE STUDS AT ULL STUDS
H2.5 , .5
r �
2 cs SIMPSON MSTA24 H2.5 h.
ADD 1pc SIMPSON MSTA24 ADD ST P EACH
MSTA24 STRAP EACH SIDE OF
STRAP EACH SIDE OF STRAP EACH SIDE OF S
3'-0" WINDOW HEADER OR EXISTING 2"x4" 3'-0" WINDOW HEADER OR EXISTING 2"x6" NEW OPENING EXISTING 2"x6" SYP NO.2
7nr-o clkApcnKI necTA9A I it _ not IRI F TnP PI ATF DOURLF TOP PL E DOUBLE TOP PLATE RAV"BEAL �'
U"PLI"FIrl CONNECTM 5CHS170'LE ue§16N' COMMA O'cSftfE iWLIM LEUMMO
DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE NO MODIFICATIONS TO THE FOUNDATION ARE PERMITTED ARCHITECT INC.
DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) MEMBER SUPPORT SIMPSON CONNECTOR FLORIDA BUILDING CODE 2007, WITH 2009 AMMENDMENTS. 2736 HERSCHEL STREET
(END ZONE = 7'-0") Kd = 0.85 MASONRY JACKSONVILLE, FLORIDA 32205
WIND DESIGN PER ASCE 7-05. LOCATED WITHIN WIND
AREA 1 Osf 20sf 30sf 40sf F BORNE DEBRIS REGION. DESIGNED AS "ENCLOSED". NO MODIFICATIONS TO THE FOUNDATION ARE PERMITTED FL CORP. AA2755
: DOUBLE TOP PLATE 2 H2.5 SEE SECTION 2/8.3 CONTRACTOR SHALL INSTALL IMPACT RESISTANT
EXISTING ROOF RAFTERS
POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION O WINDOW DOOR GLAZING SYSTEM OR STRUCTURAL SHUTTERS. EXISTING FOUNDATION
(WHERE EXPOSED) HEADER BEAM (2)H2.5 / CHRISTOPHER KATHE, IHC.
INTERIOR +35.6 -38.7 +34.0 -37,1 +33.1 -36.1 +32.4 -35.� RIDGE BEAM (1)A35 THE EXISTING FOUNDATIONS SHALL REMAIN "AS-IS". THE EXISTING REINFORCED
LIVE LOADS: MONOLITHIC CONCRETE FOUNDATION FOUNDATIONS IS NOT ADEQUATE TO RESIST CONSULTING STRUCTURAL ENGINEER
ENDZONE +35.6 -47.7 +34.0 -44.5 +33.1 -42.6 +32.4 -41.3 EXISTING CEILING JOISTS: EXISTING ROOF RAFTERS 8-12d NAILS EACH END ROOF AND CANOPIES 20 PSF THE FEMA 55 AND THE STATE OF FLORIDA DEP REQUIRED WAVE IMPACT LOADS, 420 OSCEOLA AVENUE
AREA 50sf 60sf 70sf 80sf (WHERE EXPOSED) FLOORS 40 PSF ANTICIPATED SCOUR LOADS, HYDRODYNAMIC LOADS, AND DEBRIS IMPACT LOADS, JACKSONVILLE BEACH,FLORIDA 32250
ELEVATED DECKS 40 PSF SIMULTANEOUS WITH THE FLORIDA BUILDING CODE LATERAL WIND LOADS. (808)217.4707
POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION NEW DECK FRAMING FAILURE OF THE FOUNDATION SYSTEM, AS A RESULT OF THE APPLIED FEMA 55 FLP•E,38820
NEW 2"x8" DECK JOISTS: 4"x10" CYPRESS BEAM (1)HGAM STAINLESS STEEL, WIND LOAD DESIGN CRITERIA ASCE7-05 LOADS AND THE STATE OF FLORIDA DEP LOADS, WILL RESULT IN THE FAILURE C�kB$t19�gmel.COm
' INTERIOR +31.9 -34.9 +31.5 -34.5 +31.1 -34.2 +30.8 -33.8 OF THE STRUCTURE. THE BUILDING OFFICIAL AND THE OWNER SHALL BE ADVISED
SEE SECTION 1/8.3 BASIC WIND SPEED 120 MPH OF THIS CONDITION.
ENDZONE +31.9 -40.3 +31.5 -39.4 +31.1 -38.7 +30.8 -38.1 WALL LEDGER (1)LUS28 STAINLESS STEEL, IMPORTANCE FACTOR 1.0 PROJEcr
AREA 90sf 100sf 110sf 120sfSEE SECTION 1/8.3 EXPOSURE 'C' CLASSIFICATION OF WORK: LOCATION
N W R MODIFIED HEADERS MEAN ROOF HEIGHT 28.0 FT
POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION ALTERATION-LEVEL 2 IN ACCORDANCE WITH CHAPTER 4, SECTION 404, -c
HEADER TO 3'-0" JACK STUDS (1)MSTA24 EACH SIDE ROOF PITCH 4/12 (18.43 DEGREES) 119 MP
HEADER 3'-0" TO 6'-0" JACK STUDS 2 MSTA24 EACH SIDE OF THE 2007 FLORIDA BUILDING CODE: EXISTING BUILDING WITH THE NO zo
INTERIOR +30.6 -33.6 +30.3 -33.3 +30.1 -33.1 +29.9 -32.9 ( ) INTERNAL PRESSURE COEFFICIENT "ENCLOSED" +0.18/-0.18 2009 SUPPLEMENT. THE SCOPE OF WORK DOES NOT EXCEED 50% OF s
HEADER 6 -0 TO 9'-0 JACK STUDS (3)MSTA24 EACH SIDE WINDOW/DOOR DESIGN PRESURE SEE TABLE ON SHEET 8.4 THE AGGREGATE AREA OF THE BUILDING. 110 MPH �+t 1N MPH
ENDZONE +30.6 -37.5 +30.3 -37.1 +30.1 -36.6 +29.9 -36,2 NAND ZONE (IMPACT)ZONE
X RI IN R 0 RI WA UTILIZING CONVENTIONAL T DCI (IMPAC?)
ALLOWABLE UNIT STRESSES SUPPLEMENTARY NOTES
DBL TOP PLATE UPPER 2"x6" STUDS ADD (1)H2.5 0 16" O.C. PER ACI 318
THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO THE (WHERE EXPOSED) SEE SECTION 2/8.3 CONCRETE: ( ) VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 105 MPH 115 MPH 120 MPH
WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR ; WA,1D zow NO WIND ZON
k, k CONCRETE: COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, (I►�'�
MANUFACTURER SUPPLIER AND SHALL MEET THE WINDOW DOOR ��
/ UPPER 2x6 STUDS LOWER 2x6 STUDS ADD (1)MSTA36 STRAP ® 32 O.C. SLABS ON GRADE f'c = 3000 PSI MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. N MP
DESIGN WIND PRESSURES. SEE SECTION 2/8.3
THE STRUCTURAL ENGINEER SHALL INOT HAVE CONTROL OR BE RESPONSIBLE FOR Wind Zone Ma
LOWER 2"x6" STUDS BOTTOM PLATE ADD (1)H2.5 ® 16" O.C. CONCRETE MAXIMUM WATER CEMENT RATIO: CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR
/ � SLAB ON GRADE 0.56 p
(WHERE EXPOSED) SEE SECTION 2/8.3 OMISSIONS OF THE CONTRACTOR, 4R ANY OTHER PERSONS PERFORMING WORK, NOR FOR
REINFORCMENT ASTM A615 - GRADE 60 THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE
LOWER 2"x4" STUDS BOTTOM PLATE ADD (1)H2.5 CSD 16" O.C. WELDED WIRE FABRIC ASTM A185 CONTRACT DOCUMENTS.
(WHERE EXPOSED) SEE SECTION 2/8.3 PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID
BOTTOM SILL PLATE MONOLITHIC CONCRETE ADD /2"s� x 8" THREADED STUDS STRUCTURAL STEEL: (PER AISC, CURRENT EDITION) EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING
(WHERE EXPOSED) FOUNDATION BELOW ® 24" O.C. w/ 2"x2"xl/8" PLATE STEEL BOLTS ASTM A325 CONSTRUCTION.
*A` lHrR 'I'N-. TETi`'0M $T ,NLEK $,TEFL NLT$. AI,�, TYPE 3-Q4 IF TIRE FQQJTIMb EW6ATlhQ6� $HQ QQZQR 4NI PA, OFST4 1 4.4, Wk WSTANKI€ �QJL,
ANCHOR BOLTS bSTD STEEL PIPE COLUMNS ASTM A501 THE ENGINEER SHALL BE NOTIFIED.
BALL OTHER STEEL ASTM A36
NOTES: WELDING ELECTRODES ASTM A-233 E-70XX
1) CONNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT. V`
2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. ,,TIMBER: (PER NDS FOR WOOD CONSTRUCTION) a
3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: STRUCTURAL LUMBER SYP No. 2
H2.5 8-8dx1 1/2" FLORIDA PRODUCT APPROVAL #10456.11 STRUCTURAL STUDS SPF No. 2
A35 12-8dx11/2" FLORIDA PRODUCT APPROVAL #10446.4 SOIL BEARING PRESSURE 2000 PSF
MSTA24 18-10d FLORIDA PRODUCT APPROVAL #10852.9
MSTA36 18-10d FLORIDA PRODUCT APPROVAL #10852.9 'EPDXY ADHESIVE:
CS16 22-10d FLORIDA PRODUCT APPROVAL #10852.1 a -SIMPSON STRONG-TIE "SET"
HGAM 8-SDS'/4"O SCREWS FLORIDA PRODUCT APPROVAL #11473.6 TWO COMPONENT EPDXY ADHESIVE j
LUS28 10-10d FLORIDA PRODUCT APPROVAL #10655.113 HARDWARE:
LUS210 12-10d FLORIDA PRODUCT APPROVAL #10655.106 ALL EXPOSED , ARE SHALL BE HOT DIPPED
HTT16 5/."0 X12" THREADED ROD FLORIDA PRODUCT APPROVAL #11496.1 a GALVANIZED. BOLTS SHALL MEET REQUIREMENTS
AND 18-16d OF ASTM A-325, TYPE I, AND HOT DIPPED
"SET" EPDXY FLORIDA PRODUCT APPROVAL #11506.4 GALVANIZED IN ACCORDANCE WITH ASTM A-153.
NIIT4 SHAI I MF_FT THF R_FCIIIIRFMFNTq_ nF AgTM
NOTE: ALL SIMPSON CONNECTORS IN A-563, GRADE DH, AND HOT DIPPED GALVANIZED
SEE STRUCTURAL SHEET 8.3 CONTACT WITH ACQ PRESSURE IN ACCORDANCE W ,A-153. ALL EXPOSED
FOR SPECIAL STAINLESS STEEL TREATED LUMBER SHALL HAVE WAS"rS, E SHALL BE HOT DIPPED
CONNECTORS AND FASTENERS THE MANUFACTURER APPLIED GALIZED (UNO).
"ZMAX" FINISH
CRITERIA:DEP DESIGN
�? UVAL CQU-NTY �„,
ONUMEKt wf R044
4'
1100 YEAR STORM ELEVATION 17.4 NGVD
WAVE CREST HT. '
e771
k00 YEAR STORM DESIGN 5.5' NGVD
RADE
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(10loo
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DEP NOTES:
RENOVATION TO
GUEST HOUSE
ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE
SHALL BE SEGMENTED INTO 9 X 9 MAXIMUM SIZE PANELS.
ALL WORK SHALL BE IN COMPLIANCE WITH THE LATEST DEP
MRm MRS . RICHARD HASTINGS
II �
I THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE
STANDARDS ESTABLISHED IN SECTION 188,93.007 FLORIDA
ADMINISTRATIVE CODE.
THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN
1923 A BEACH AVENUE ACCORDANCE WITH SECTION 8,ANSIASCE 746"MINIMUM DESIGN
LOADS FOR BUILDINGS AND OTHER STRUCTURES'TO WITHSTAND
THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND
AT LAN T I C BEACH , F L O R I CSA ' THEED PON MPH.
' I I THE COMMPONENTS AND CLADDING HAVE BEEN SELECTED AND
THEIR USE INCORPORATED INTO THE DESIGN AND
SPECIFICATIONS IN ACCORDANCE WITH SECTION 8 OF THE
LIST OF DRAWINGS: ,TNIMUM DESIGNME LTIDB FORBUI NOTEAB AND
81TiUC7URES'MENTIONED IN THE NOTE ABOVE.
ALL EXTERIOR LIGHTING VISIBLE TO THE OCEAN SHALL BE
SHIELDED WITH A MAXMUM OF A 40 WATT BULB.ALL FIXTURES
1.1 SITE PLAN I EXISTING WOOD DECK SHALL BE CLEARLY MARKED WITH CUT SHEETS ACCOMPANYING
2.1 EXISTING FLOOR PLANS THE FINAL PLAN.
2.3 PROPOSED FLOOR PLANS ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE
COASTAL ZONE SHALL BE WHITE SAID APPROVED BY THE DEP.
3.1 SCHEDULES & DETAILS
4.1 EXISTING ELEVATIONS
4.2 PROPOSED ELEVATIONS DOOR AND WINDOW NOTES:
5.1 WALL SECTIONS • WINDOWS AND DOORS OPENING TO THE EXTERIOR
7.1 ELECTRICAL PLANS SHALL BE IN ACCORDANCE WITH SECTION 6 OFTHE
ER
8.1 SECOND FLOOR, THIRD FLOOR & ROOF FRAMING PLANS MSiRUCTMURRES. THEY OADS FOR BA ATE THULDINGS AND E
DESIGN PRESSURES ASSOCIATED WITH A MINIMUM
8.2 STRUCTURAL FIRST LEVEL, SECOND LEVEL & THIRD LEVEL FRAMING PLANS BASIC WIND SPEED OF 120 MPH. WINDOWS AM
8.3 STRUCTURAL WALL SECTIONS & DETAILS DOORS OPENING TOTHEEXTERIOR MAL BE
8.4 DETAILS, SCHEDULES & STRUCTURAL NOTES DESIGNED TO RESIST LARGE MISSILE IMPACTS AS
' OUTLINED IN CHAPTER 16 OF THE FLORIDA BUILDING
CODE.
GLASS IN ALL EXTERIOR WINDOWS AND DOORS SHALL
BE TINTED T.0 REDUCE LIGHT TRANSMISSION 45%TO
MEET TPIMCIUIREMENTS OF SECTION 161.053(5)(C),
N F.S.
EXITTWA.
RESI `
(( BunLowO) CODE SUMMARY:
1.DESIGNED PER FLORIDA BUILDING CODE,
RESIDENTIAL&EXISTING,2007 WITH 2009 SUPPLEMENT;
lo ® 2008 NATIONAI.ELECTRICAL CODE;2007 FLORIDA FIRE
PROTECTION CODE&LOAM CODE OF ORDINANCES
2.RESIDENTIAL OCCUPANCY:GROUP R-3
3.TYPE V-B CONSTRUCTION,UNPROTECTED
® 4.BASIC WIND SPEED:12D MPH ENCLOSED
THREE-STORY,ROOF HEIiHT-2T,SLOPE-13V I
$.'MMYD 'iE :'I
8.WIND EXPOSURE CATEGORY:EXPOSURE C
` 120 ❑❑❑❑ 7.INTERNAL PRESSURE COEFFECIENT:ASCE 0.18t
t PMECT 4
115 �I LocAT
�a
W
1-10 ❑❑ x
1m 110
105 1 ' ,
.�; � 1 z
q
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PROJECT LOCATION MAP ,,, WT'S
NOT TO SCALE Z b
Lu a
LL L _ � Q
Y Q PRECAST CONCRETE
SITE COVERAGE:
O STEPPING STONES
PROPERTY AREA: 15,631 S.F. x
MAIN HOUSE,PORCHES&STEPS: 2,237 S.F. h
GUEST HOUSE,PORCHES&STEPS: 757 S.F.
WALKS: 323 S.F. ❑
DRIVEWAY: 1,365 S.F.
TOTAL: 4,882 S.F. WILLIAM A.LEUTHOLD ARM
SITE COVERAGE: 30.0% 4'-0"HIGH SHADOWBO r
EXISTING WOOD FENCE WITH
A THREE-STORY 3'-0'X V-V HIGH GATE
RESIDENCE
EXISTING CONCRETE T-0 X 15'-8 BRICK ✓�/
DRIVEWAY � P` ,
T VER PATI
( ION.LEVEL 2) �, PA 0
O
FLORIDA SEAL
REVISIONS: DATE. ,
1014/2011
G` 4'-0 X ' BRICK
PA PATIO
CONSIRL0109
CONTROL LINE x va DRAWN BY: DATE:
COASTAL x
CONSTRUCTION PRECAST CONCF C 0. WAL/RBP 4/4/2011
CONTROL LINE _ _ — PAVERS FOR APPROVED BY: SCALE:
20'SETBIK GARBAGE CANS. WAL 1"=10'-0"
AREA CALCULATION:
EXISTING IST FLOOR: 705 S.F.
EXISTING 2ND FLOOR: 360 S.F.
NEW 2ND FL DECK: 76 S.F.
EXISTING 3RD FLOOR: 369 S.F.
EXIST.3RD FLOOR BALCONY: 76 S.F.
TOTAL ENCLOSED: 1,443 S.F.
s
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SHINGLES(TYP.) 16'O.C.,1/2"CDX SLAB 4'X 6
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WRAP&CEDAR — — — — — I (3)2X4 STUDS
3'-8" T-8 314" 3'-8" SHINGLES(TYP.) — I i — — N SIDELITE FOYER
15'-0314' - - - -- - LI ----__ 9'-2X10'-0
LL-— WILLIAM A.LEUTHOLD AR61102
15'-0 314' Y CLO OPEt�IVG W/
2X4 #2 REMOVE NON LOAD
1 , 16"0. .,1/YX BEARING WALL BATH
? I I I I PL HPUSE ------- -----
4'-7 X 11-3
1 I I
SHINGLES(TYP.)
I
1 II I
1 1 I i Nlp FLORIDA SEAL f,
--------- BREAKFAST
I 9-2 X 9-8 REVISIONS: DATE,
L- - - - - �
— ------ it �.
II
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DRAWN BY: DATE:
RBP 5/27/2011
MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH NUMBER FINISH NUMBER FINISH
904-389-5456 FL.CORP. AA2755
FIRST FLOOR
FOYER EXISTING - EXISTING - EXISTING - EXISTING - EXISTING - -
STAIRS EXISTING - EXISTING - EXISTING - EXISTING - EXISTING -
SITTING ROOM EXISTING EXISTING - EXISTING - EXISTING - EXISTING -
STORAGE EXISTING - EXISTING - EXISTING - EXISTING - EXISTING -
LAUNDRY EXISTING - EXISTING - EXISTING - EXISTING - EXISTING -
F
ATH EXISTING - EXISTING EXISTING - EXISTING - EXISTING -
ROOM EXISTING - EXISTING - EXISTING - EXISTING - EXISTING -
SECOND FLOOR
STAIRS EXISTING - EXISTING - EXISTING - EXISTING - EXISTING -
MEDIA ROOM EXISTING - EXISTING - EXISTING - EXISTING - EXISTING -
CLOSET EXISTING - EXISTING - EXISTING - EXISTING - EXISTING -
BATH FEXISTING - EXISTING - EXISTING - EXISTING - EXISTING -
g
THIRD FLOOR
STAIRS EXISTING - EXISTING - EXISTING - EXISTING - EXISTING -
LOFT EXISTING - EXISTING - EXISTING - EXISTING - EXISTING -
t ,
a
j
WINDOW SCHEDULE
NO. TYPE MFG.MODEL NUMBER R.O.SIZE DETAILS REMARKS 112"CDX SHEATHING
CEDAR SHINGLES L INSULATION
INTEGRITY WOOD-ULTRIX
1A ITDH3860 3'-21/2"X V-01/4' 1,2,313.1 IMPACT GLAZING,EGRESS WINDOW 1/1"GWB
DOUBLE HUNG
INTEGRITY WOOD-ULTRIX 7-6112"X 6-01/4" IMPACT GLAZING SELF-ADHERING
OVER METAL FLASHING
1 B DOUBLE HUNG ITDH3080
1 C INTEGRITY WOODJULTREX ITDH3060 2-610 X 5'-01/4" IMPACT GLAZING,SAFETY GLAZING METAL FLASHING—
HEADER
DOUBLE HUNG
1p, INTEGRITY WOOD-ULTREX I�w , z-ZlIZ&V44 IK'LrEMIA IMQAIMPACTG4_qK_ SAFETY GLAZING
INTEGRITY WOOD-ULTREX 1'/4j IG1�111L�
1 E DOUBLE HUNG ITDH3656 3'-0112"X 4'�114" IMPACT GLAZING
r z
1 F INTEGRITY WOOD ULTRIX ITDH3656 3'-0112"X 4'$1/4" IMPACT GLAZING 1'X 51@'PVC TRIM
DOUBLE HUNG
INTEGRITY WOOD-ULTRE HOUSE WRAP TO OVERLAP
1G ITDH36M Y-01/2"X 4'$1/4" IMPACT GLAZING FLASHING TAPE '
DOUBLE HUNG
INTEGRITY WOOD-ULTRIX FLASHING TAPE OVERLAPS CASING 1
1 H DOUBLE HUNG ITDH3856 3'-01/2"X 4'�1/4" IMPACT GLAZING FLANGE
1J INTEGRITY WOOD-ULTREX ITDH2640 2'-21/2"X 3'41/4" IMPACT GLAZING , SEALANT
DOUBLE HUNG
INTEGRITY WOOD-ULTRIX
2A ITDH3650 3'-01/2'X 6-01/4" IMPACT GLAZING JAMB EXTENSION @ '
DOUBLE HUNG
WINDOW 2X6 STUDS
2B INTEGRITY WOOD-ULTREX ITDH3660 Y-01/2"X 6-01/4" IMPACT GLAZING
DOUBLE HUNG 1004, w
INTEGRITY WOOD-ULTRE
2C ITDH3660 3'-0112"X 5'-0114" IMPACT GLAZING
DOUBLE HUNG
2D INTEGRITY WOOD-ULTRIX ITDH2652 2'-21/2"X 4'41/4" IMPACT GLAZING HEAD 1 /3, 1-
DOUBLE HUNG
INTEGRITY WOOD-ULTRIX
2E DOUBLE HUNG ITDH2652 2'-2112"X 4'41/4" IMPACT GLAZING 3"= l T'
2F INTEGRITY WOOD-ULTREX DOUBLE HUNG ITDH2652 2'-2112"X 4'4114" IMPACT GLAZING
INTEGRITY WOOD-ULTRIX 112'CDX SHEATHING
3q ITDH2680 2'-2112"X 5-01/4' IMPACT GLAZING � •'
DOUBLE HUNG I INSULATION
INTEGRITY WOOD-ULTRIX CEDAR SHINGLES
38 ITDH2660 2'-21/2"X 6-01/4" IMPACT GLAZING,SAFETY GLAZING �-- 1R"GWB
DOUBLE HUNG HOUSE WRAP,TURN INSIDE—
;f
INTEGRITY WOOD-ULTREX OPENING 2X4 vK �b i uW
3C ITDH3660 3'-01/2"X 6-01/4" IMPACT GLAZING
DOUBLE HUNG �
INTEGRITY WOOD-ULTRIXX SEALANT ^
3D ITDH3660 Y-01/2"X 6-01/4" IMPACT GLAZING �-
DOUBLE HUNG
INTEGRITY WOOD-ULTRIX 1"X 31/2"PVC TRIM
3E DOUBLE HUNG ITDH3060 3'-01/2"X 6-01/4" IMPACT GLAZING
4'
INTEGRITY WOOD ULTRE FLASHING TAPE OVERLAPS
3F DOUBLE HUNG ITDH3060 3'-0112"X 5'-0114" IMPACT GLAZING HOUSE WRAP&FLANGE
INTEGRITY WOOD-ULTRIX IMPACT GLAZING SST CASING 1 `
3G DOUBLE HUNG
ITDH2852 7-2112"X 441M
3H INTEGRITY WOOD-ULTRIX ITDH2652 2'-21/2"X 4'41/4" IMPACT GLAZING
DOUBLE HUNG I SILL BELOW
JAMB EXTENSION @WILLIAM A.LEUTHOL.D ARM
WINDOW 2X6 STUDS
DOOR SCHEDULE ; `
Af
1
JAMB 2/3NO. .
1
TYPE SIZE MODEL NUMBER HARDWARE DETAILS REMARKS � , � t
a
FIBERGLASS INSWING R.0=2'-7 3/8"X 6'-11" NEUMA 26611 THRESHOLD& - IMPACT GLAZING 3"= l'-V
FRENCH WEATHERSTRIP
IMPACT GLAZING
2 FIBERGLASS SI DELITE 1'-0"X 6'-8" -
FLORIDA SEAL
3 IN EGF I IY W6t515`uLii i( R.0=T-9 5N 6"X 6'-10112" I � � IMPACT GLAZING
OUTSWING FRENCH DOOR IOFD 2868 WEATHERSTRIP
REVISIONS: DATE
INTEGRITY WOOD ULTREX INTEGRITY THRESHOLD& WINDOW
4 R.0=3'-15/16"X 6'-101/2" IMPACT GLAZING
OUTSWING FRENCH DOOR IOFD 3068 WEATHERSTRIP FORM SILL PAN FROM
INTEGRITY WOOD ULTRIX INTEGRITY THRESHOLD& IMPACT GLAZING FLASHING TAPE,TURN UP AT 1"OGEE STOOL
5 OUTSWING FRENCH DOOR R.0=3'-15N6"X 6'-10112" IOFD 3068 WEATHERSTRIP
SIDES&BACK
SEALANT
Boom
ARCHITECTURAL ITECTURAL
ASPHALT SHINGLES T SHINGLES
PVC TRIM TRIM
CEDAR SHINGLES fDAR SHINGLES EXISTING WOOD
u 11 3H 3G RAILING
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PVC B C BAN
EXISTING BALCONY
LLLIMR
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N 11 11 11 IT I NEW WOOD RAILING
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2F 2E 2D
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ARCHITECTURAL
CUT SIZE OF EXISTING
ASPHALT SHINGLES
— — — — —— DECK AND RESUPPORT.
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CEDAR SHINGLES
WOOD
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CEDAR SHINGLES
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WEST ELEVATION SOUTH ELEVATION
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ASPHALT SHINGLES ASPHALT SHINGLES
PVC TRN C TRIM
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EXISTING WOOD EXIST WOOD RAILING 1111 11".11 IT
RAILINGF-11
PVC BAN 11 Pvc BAND
EXISTING BALCONY EXISTING BALCONY
CEDAR SHINGLES
11 IT 11 11 11 11 IT III H 1 11 11111 1 11111 11 1111111 111111 1 111 1111111 1
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