1665 Selva Marina Revisions DocuSign Envelope ID:3B658D52-C314-4985-8E50-026F315CFF77
REVISIONS
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SHEET NO.:
EXISTING PLAN
SITE ADDRESS:
1665 SELVA MARINA DR,
ATL. BEACH, FL 32233
DRAWN BY:
6 * 5 SELVA MARINA DR
A LANTIC BEACH , FL 32233
DocuSign Envelope ID:3B658D52-C314-4985-8E50-026F315CFF77
REVISIONS
24'-112 (VERIFY)
2--21' 81, 2'41
2 3'- 3'-8" 2
3050(NEW) 305 '(NEW) 3050 'NEW)
2868 DR
(NEW)
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NON LOAD 305D(NEW) 3051)(NEW)
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SOFFIT 2 21' C)
2 1/ 3'-6" 3'-8" 2
(ZXISTINC _IVING) (EXISTING COURTYARD)
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NEW FLOOR PLAN
SHEET NO.:
A-2
ELECTRICAL LEGEND ALTERATION
WORK
110 VOLT DUPLEX OUTLET-WALL MOUNTED SITE ADDRESS:
110 VOLT DUPLEX OUTLET-GROUND FAULT INT
TELEPHONE OUTLET-WALL MOUNTED ATL. BEACH, FL 32233
DRAWN BY:
+9— SWITCH
44- SWITCH-FOUR WAY
FCTV]j CABLE TELEVISION OUTLET
LIGHT FIXTURE-WALL MOUNTED
LIGHT FIXTURE-CEILING RECESSED
EXHAUST FAN-CEILING MOUNTED
NEW FRONT ELEVATION-
DocuSign Envelope ID:3B658D52-C314-4985-8E50-026F315CFF77
STRUCTURAL ENGINEER HAS VERIFIED ALL NEW HEADERS OVER REVISIONS
WINDOWS AND DOORS TO
w THE EXISTING TRUSSES HAVE BEEN DESIGN CRITERIA AND LOADS
305 (NEW) 3050(NEW) 3050 EW) DESIGNED TO SPAN THE FULL WIDTH OF BE(2)2x6 W/ (1) TRIMMER
BUILDING AND(1)Kl�� Building Code
or a u ng an es ential Codes
(NEW) 3050(NEW) 30�O LNEW) Code for Design Loads
ANSI/ASCE 7-10
(2)2x4-1 J/2K ROOF LOADING..................... .....Cd= 1.25
TOP CHORD LIVE LOAD 20 PSF
TOP CHORD DEAD LOAD..... *7 PSF
L M BOTTOM CHORD LIVE LOAD
ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC)
C) ATTICS WITHOUT STORAGE.......................10 PSF
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2:6 NO.2 SYP @ 24' O.C. LJ < '2 q (NON-CONCURRENT)
z BOTTOM CHORD DEAD LOAD........................5 PSF
IT Z C[ m
L17 DBIL STUD UNDER.
HTS20 TO STUD.
WIND LOADING.................................................Cd= 1.60
4" DTT2Z TO CONCRETE ASCE 7-10,3S GUST........................................130 MPH
— 2_6 NO.2 SYP D�24' O.C. BASIC WIND SPEED
C
CRICKET BUILDING CATEGORY
J2)1-3/4" 14"LVILITO CAR�Y EXISTI 4" ENCLOSURE CLASSIFICATION...................... ENCLOSED
(2)2�12 NO.2 PYP(UPI INTERNAL PRESSURE COEFF........................0.18
L 2x8 IDGE (!2V-3/1"x 14"LVL TO C+Y NEV\ AND EXI\SN\NG ROCF
WINDOW AND DOOR DESIGN WIND LOAD=+22/-29 PSF
U)
U) VINYL SOFFIT DESIGN WIND LOAD=+22/-29 PSF
EXISTIING WALL
SUFFICES. NO HTS20 TO STUD.
ADDITIONAL STUDS TUD UNDER.
REQUIRED DTT2Z TO CONCRETE
TABLE 4: NAIL SIZE LEGEND
HANG EXISTING ROOF NOTES 1,2,3,4
2x4 NO.2 SYP FRAMING TO BEAM W.HU F DIAMETER-f LENGTH I
COLLARTIES HANGERS OR EQUAL 8d COMMON 0.131" 2-Y2" 0
L @ 24"O.C. 8d RINGSHANK 0.113" 2-Y8" U-
1 Od x I-,Y2" 0.148" 1
7'� z
10d 0.131" 3"
4" 10d COMMON 0.148" 3"
12d COMMON 0.148" 3-Y4"
16d SINKER 0.148" 3-Y4 U)
4" 16d COMMO� 0.162" 1 3-Y2 w ui
REMOVE NOTES:
EXISTING CRICKET 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED.
NON LOAD 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS
BEARING SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM z
SOFFIT F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS
BEFORE APPLICATION OF PROTECTIVE COATING. 0 z
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE
ROOF FRAMING NOTES: SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER.
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS
1. RAFTER TO RIDGE W. MIN SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4.
(3)10d
2.CEILING JOIST TO RAFTER <
W/MIN(3)10d
3.COLLAR TIES W MIN(4)10d GENERAL STRUCTURAL NOTES z U)
AT EACH END 0 W
1. FASTEN ALL MULTI-PLY STUD COLUMNS UNDER
NEW CEILING FRAMING fl�
BEAMS/GIRDERS WJ(2)ROWS 1 Od COMMON @
8"O.C. STAGGERED <
2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR
DRY USE FOR THE INTENDED LIFE OF THIS STRUCTURE,
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UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS
ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE
TO BE DESIGNED AND DETAILED BY OTHER.
25'-O"(VERIFY) _j
3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN
ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN
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#4 x 12"LONG SLAB TIES A
FLORIDA BUILDING CODE TABLE 2306.1
@MAX48"O.C. MIN6"
EPDXY ANCHOR INTO 12"W x 20"DEEP MON
FOOTING W/(2)94 OR#5
EXISTING
ABAFRA CONT.
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NEW STRUCTURAL PLAN
NEW 4"CONCRETE SLAB ON
LL
GRADE OVER MIN 6 MIL
VAPOR BARRIER ON TERMITE Lu
TREATED SOIIL
MIN OSB W/8d RING
16
SHANK: 6"O.C.AT EDGES,
12"O.C. IN FIELD
MATCH EXISTING
T ELEVATION
MIN CATEGORY OSBW/8d
4" 32
COMMON: 6"O.C.AT VERTICAL
,PGES AND PLATES,6"O.C. IN FIELD
2x RAFTER @ MAX 24"
HEADER TO TOP PLATE W/ O.C.
SDWC15600 SCREW OR
EQUAL @.MAX 24"O.C. CRICKET OVERFRAMING
16
MIN L"OSB W/8d RING
SHANK: 6"O.C.AT EDGES,
12"O.C. IN FIELD
REMOVE
EXISTING
— — — — — — — — — — — — — — — — — — -- - — — — — — —
TOP OF EXIST N NOTE: METAL UPLIFT -IV
TRUSS TO TOP PLATE CODE APPROVED
CONNECTOR LOAD PATH W/SDWC 15600 OR VINYL SOFFIT START OSB AT J
STOPS BELOW TOP PLATE H2.5A/T DBIL TOP PLATE W//MIN 48" KNEEWALL SILL
TO HEADER CONNECTION.
LAP SPLICE. (2)ROWS I Od PLATE AS SHOWN KNEEWALL TO
TOP PLATE TO HEADER W/ FACE NAILS @ 8"O.C. EXISTING W/
SDWC1 5600 SCREW OR STAGGER ROWS, SDWC15450 SCREW @ SHEET NO.:
4" EQUAL @MAX 24"O.C. MAX48"O.C.
(2)2x6 HEADER S-1
4"
STRUCTURAL PLAN
AND DETAILS
SITE ADDRESS:
EXISTING
CONTINUOUSLY SHEATH W1 EXTERIOR WALL 1665 SELVA MARINA DR,
MIN 15"CATEGORY OSB W/
32 ATL. BEACH, FL 32233
8d COMMON: 6"�O.C.AT
PT BOTTOM PLATE VERTICAL EDGES AND DRAWN BY:
PLATES,6"O.C."IN FIELD JPA
SIMILAR AT #4 x 12"LONG SLAB
WINDOW DOWELS @ 24"O.C.
EXPANSION JOINT JEFFREY P. ARNESON, P.E.
W/6"EPDXY EMBED
MATERIAL STRUCTURAL ENGINEER
2999 GERONA DR. W.
411312#Wj4NVILLE, FIL 32246
3000 PSI CONCRETE pPA. 629-46E31
FOUNDATION PLAN
TOPPING OVER
EXISTINCb� 5d EXISTING '#..W "
EXISTING
IV 0
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DozuSigned by*
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1"DIA.36 THREADED ROD
2
W/NUT AND WASHER IN
EXISTING SLAB
ADHESIVE OR EPDXY
ANCHOR @ MAX 48"O.C. E� DA8F41`1=
BOTTOM PLATE ANCHOR 8/1-11/2014
NEW FTG: 12"Wx20"
W/NUT AND WASHER @ DEEP W1(2)#4 OR#5 BAR STATE OF 44/
MAX 48"O.C. CONT. 0
0 R
TYPICAL WALL FRAME AT WINDOW WALLS SECTION THRU ADDITION *u&:v-.r-Rt! - k. �ONESON, PE.
SECTION THRU ADDITION It /CNA 5BS44
Ili's I A 1111 11YO- -2014