Selva Marina Drive 1550 MAP SHOWING BOUNDARY SURVEY OF
LOT 10 , BLOCK 8 , SELVA MARINA UNIT NO . 4 , AS RECORDED
N PLAT BOOK 30 , PAGE 28 , OF THE CURRENT PUBLIC
RECORDS OF DUVAL COUNTY, FLORIDA.
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TEMP. CONSTRUCTION PARKING AND �o p■■1
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C7 DATE: MARCH
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CHECKED BY: RK PHIL
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NO TREE TO BE REMOVED m DATE:
NOTE: NOV 08
THERE ARE NO OVERHEAD OR UNDERGROUND WITH THIS CONSTRUCTION . SCALE:
UTILITIES, SEPTIC TANKS & DRAIN FIELDS 1'= 1/1659
T No.
F— PROJEC
LOCATED WITH IN PROPOSED CONS-RUCTION AREA. � #
00
NOTE: NUMBER SHEET
NO CHEMICAL TOILET TO BE PROVIDED 3
00
PAGE NUMBER
F O R THIS P R O D FOR CODE COMPLIAJCE
CITY OF ATLANTIC BEACI�I
SEE PERMITS FOR ADDITIONAL
FILEa REQUIREMENTS AND CONDITIONS.
REVIEWED BY: DATE:-Le-77-6? .
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DESIGNER: RK PHILLI
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DATE: MARCH 0,
CHECKED BY: RK PHILL
DATE: MARCH W.
DATE:
Nov. 08
SCREEN PORCH SOUTH VIEW SCREEN PORCH NORTH VIEW $l w E3/1 60•
PROJECT No.
NUMBER SHEETS
3
PAGE NUMBER
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DE816NER. RK PHILLIPS
DRAWN BY: DB
DATE: MARCH 07
CHECKED BY: RK PHILLIPS
DATE: MARCH"
SCREEN PORCH SOUTH
VIEW
DATE.
SCREE N PORVIEWNov. os
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RTHSCALE.
1'=3/16..
PROJECT No.
NUMBER SHEETS
3
PAGE NUMBER
LL 15/32" PLYWOOD SHEATHING W/ 8d COMMON WIRE NAIL
EDGES & OC FIELD. DECREASE SPACING TO 4"OC OVER 2
ENDS.
cn
ROOF SLOPE TO 2
TOP OF TRUSS 4 MATCH EXISTING O
ROOF CONSTRUCTION:
FIBER30LBS V)ASS SHINGLES ENT SIMPSON H2.5AZ HURRICANE TIE
15/32"FPLYWOOD ROOELT M SHEATHING EVERY RAFTER TO TOP PLATE. j 12 W
PRE-ENGINEERING 2x4 TRUSSES 024"OC �\ —�4
I
CONT. EAVE DRIP CAP OVER
1x4 PT NO.2 OVER 1x8
(TO MATCH EXISTING)
II
L"_j------
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. . . . . .
1 7
DOUBLE 2x12 ENGINEERED BEAM I I 0
I I _
(2) SIMPSON CS20 N
I 1
W/ (7) 10dx1.5" W
NAILS EA. END I ; Q
15/32" PLYWOOD WALL SHEATHING W/ I I EXISTING GARAGE 91-5" 1
N WIRE NAILS 0 6"OC ® EDGES & 6" I ASL-THREAD SYSTEM
INSTALJOINTS. SOLID BLOCKING AT ALL I 4 0L OR WHERE SHOWN m
I 1 I
WALL CONSTUCTION II 16'
CEDAR SHINGLES
TYVEK VAPOR BARRIER I 1I I 1 = �; ,; N ZO
I
15/32" PLY WALL SHEATING
P.T. 2X4 SYP No.2 ® 16"OC 2x4 P.T. BOTT. PLATE
1/2" DIA. THRED. ROD; 48"OC
(OR WHERE SHOWN
1/2" GWB I CONC. SLAB-4" THICK (3000 psi) W/FIBERMESH „ 1 1
4' » REINFORCEMENT OVER VAPOR BARRIER —6
.77T: - 1 111 1111I a.
41
V-8' ° ! MONOLITHIC FOOTER
w/(2) #5 REBAR CONT.
L �•. (3000psi-GONG)
°•, :r �'1
1 4' 3' 23'
25' 30' PEN
PEO
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SIPSON LUS28Z JOIST HANGER CONNECT TO CONVENTIONAL FRAME RIDGE �
2x8 PT FLOOR JOIST � m
DOUBLE 2X8 PT BEAM 2X6 SYP RIDGE 010 N
SIPSON H2.5AZ HURRICAN TIE 2'x2'x1 ' CONC. WITH #5 REBAR SIMPSON H2.5AZ HURRICANE TIE 00
EVERY RAFTER TO HEADER BEAM.
C❑NVENTI❑NAL FRAME OVERFRAME O
DOUBLE 2X8 PT OR TRUSS =
cr
4x4 PT POST LSTA STRAP TIESij
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DOUBLE 2X4 PT 2X4 PT o PC 0 v
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3/4 PLYWOOD 2X8 PT FLOOR JOICE W 0� 1 IL
2X6 PT FLOOR SLEEPER IL ! `�
"x 4.5" SPAX LAG
2 EACH RAFTER TO SLEEPER LEDGER
7'_3„
ATTACH 2x8 SYP LEDGER TO ROOF DECK
SIMPSON SPH4 .
4'OC a w/ 2 — 16d RING—SHANK NAILS AT EACH EXIST TRUSS
4 a v
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2X6 SYP RAFTERS, 2'OC
v v v
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v ROOF NOTES:
° TABLE FOR SHEAR WALLS FRAMING Z
' a .o ao Baa o.
8'_3" 8,_9„ EXISTING PITCH 4:12
° p o a a ADDITION PITCH 4:12 THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE /�► •�
7' a.. ° a G a ar MA fCH EXIST. NOTED IN THE TABLE: Y/ Q us
j
° ( ) A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. L
d a ° B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK .— ,_
1 /2" x 8" L BOLT SOLE PLATE 4' OC 2X6 PT SOLE PLATE ° ° a g PLATE HEIGHT—(MATCH EXIST.) BOARD RESPECTIVELY. ,� y V Q W
C) SOLE PLATE CONCRETE SLAB ANCHORS SHALL BE 1/2 x 8 L BOLTS.
& 1/2" STRONGBOLT SYSTEM, 4' ON CENTER.
PORCH FLOOR DETAIL ° EAVE$—(MATH EXISTING EAVES)
WOOD FASCIA > W
PLYWOOD SOFFIT DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS y d C
METAL DRIP EDGE SHEATHING DOUBLE SHEATHING NAIL SPACING y W
WITH B 1/2- PLYWOOD LE 2x12 ESPACERS ERD M TOP OF TRUSS PORCH COLUMN DETAIL 014
ROOF CONSTRUCTION: ROOF VENTILATION AS PER CODE 2X4 WOOD FRAME 7/16" OSB 10
FIBERGLASS SHINGLES SECTION R806 OA ( ) SINGLE 4 / 8"
30LBS FELT UNDERLAYMENT
( WALL 0 16" O.C. BLOCKED
15/32" PLYWOOD ROOF SHEATHING _ - -
2X8 #2 YP RAFTERS ® 24-OC NAIL SCHEDULE:
SIMPSON H2.5AZ HURRICANE TIE ROOF NOTE: ALL EXTERIOR WALLS SHALL BE SHEAR WALLS
EVERY RAFTER TO HEADER BEAM. 8d NAIL _ -
4" O.C. EDGE - —
6" O.C. FIELD
SIPSON H2.5AZ HURRICAN TIE
ON 30pd FELT
OVER 7/16" OSB w. , 112" PLYWOOD SPACER
(2) SIMPSON CS20 Corner d eta i I s u
W/ (7) 10dx1.5"
NAILS EA. END ! ' y � . < V
SILL
DESIGNER: RK PHILLIPS
DRAWN BY: DS
DATE: MARCH OT
2X4 WALL FRAME CHECKED BY: RK PHILLIPS
#2 2x8@1 6"OC
���" DATE: MARCH OT
1-1/2 �
9,_3„ a _
2X2 DATE:
(2) (7) 10SIMPSON C52 1 2.0NOV 08
W/ (7) tOdx1.5" a a a . d $
NAILS EA. END a. a d .a x F
2x8 FLOOR JOIST ON 16"OC Od O.d aQ 1-1/20
Fga
SCALE:
3/4" PLYWOOD SHEATHING
3/4" HARDWOOD PAINTED FINISH FLOOR r � � �w
�� ��� 7 ��� � � t 12= 1/16..
2 — 5 BAR 12.0 Y PROJECT No.
1 #
_� 2x6 MITERED
2X8 (3000 psi) w/FIBERMESH 3' CORNER BOARD NUMBER SHEETS
,4 1 2x10 TRIM BOARD RC 112 PLYWOOD SPACER PAGE NUMBER
• °� .h. �° .°. a .. ,. 118'x 118° GROOVE
PORCH FOOTER DETAIL
#5 BAR 1
�- 15'
PORCH CORNER DETAIL