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51 MAINTAIN A MINIMUM 3' COVER FOR ALL FOOTING REINF. ��tv-'��
NOT TO SCALE
WIND ENGINEERING GENERAL NOTES 4 DESIGN CR17RJ
I. CODES: Standard Bulldine Code( 1991 Edition ),AGI,ATTIC,NDS,AWPA 4 APA( latest editions )
2. LIVE LOADS: $a
ROOF LIVE LOAD - TOP CHORD ...................20 PSF Q $r
ATTIC LIVE LOAD - BOT CHORD ...................N/A Z v
HEADERHEAIDER 5G U FLOOR LIVE LOAD .............................. 40 P5F a R A
3, WIND LOADS: ( 100 MPH ZONE ) Q w
UPPER FLOOR MIDDLE FLOOR 4, MATERIALS: Z
CONCRETE: NORMAL WE16HT,MIN.2500 F'51 s 28 DAYS w/FIBER'9E5H REINFORCEMENT
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FIBERMESH; Irl' MONOFILAMENT, DOSAGE: 3/4 LB PER CUBIC YARD
(" OF JACKS) (' OF JACKS) F-
Z
REPAIR OF CRACKS IN SLABS DUE TO SHRINKAGE, IMPROPER SOIL CONDITIONS, 4
OPENING 5PAN DIFFERENTIAL SETTLEMENT,15 THE RILL RESPONSIBILITY OF THE CONTRACTOR
IN FEET CONCRETE BLOCK: ASTM G90,TYPE 11, F'm = 1500 PSI W r
(� OF KINCxS) MASONRY MORTAR: ASTM 02.10,TYPE 'S'
uxry eTuas AT w c c REINFORCMENT: A5TM A615,GRADE 60 a-Y w
.6 CONT.u,oOo PLATE u„tV&LAG LUMBER WOOD GGNSTRUCTION IN ACCORDANCE WITH CHAPTER 23 OF THE 5BC. ()
ecLTs 32cc TTPICAI_ STUDS: SPR110E,PINE FUR,MCI9,NO.2
ALL OTHERS: SOUT14ERN YELLOW PINE,MGIS,NO.2 tX
0'-0' TO 4'-0' (2) 2x4 (2) 2x4 m•FLOOR EIEATHPY GLUED 8 EXTERIOR SHEAR WALL SHEATHING: ALL EXTERIOR WALLS ARE SHEAR WALLS. (n
NAILED-EEE C.8 a AL NpTE6
(2 KING5) (I JACK) (I JACK) FOR WAIL Erg T EPAGMCs 7/16' THICK APA APPROVED FOR ALL ROOF SHEATHING AND WALL PANELS,
USE 3/4' THICK 'APA' APPROVED T4G GLUED STRIJD-I-FLOOR I
EXTERIOR SHEATHING FASTENING:
4'-0' TO 6 -� (2) 2x(o (2J 2x8 FOR WALL FLOOR 4 ROOF: FASTEN 7/16' THICK SHEATHING 2d a 6'
(I JACK) (I JACK) ON CENTERS OF SUPPORTED EDGES( IN THE SEAMS )AND tq 12'
(2 KI TO
ON INTERMEDIATE SUPPORTS( IN THE FIELD ). REDUCE NAIL
SPACING TO 4' ON CENTERS AROUND OPENING5 AND ALONG DOUBLE CAP PLATE.
COfT?UOW CUT R x 47.19 FLOOR JCALM•16'da TTP.
N.dX.6 D.D.�VA� FRAt-11NG ANCHORS: NOTED ON PIANS BY 'SIMPSON' OR ENGINEER APPROVED EQUAL.
6'-0' TO 6-0' (2) 2x$ (2) 2x10 ANCHOR BOLTS: ASTM A-301.
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0*0 Ma4OR MOLT NUTS: ASTM A 563,GRADE 'A' HEX
AT 32.O✓c TYPIGA- EPDXY: 51MP'OON 5TRONj-TIE CO,PRODUCT: 'SET' ADHESIVE. '
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4 ATTACH PLYWOOD LUES FILLER TO TJI. NOT to sc`uE- S2 S{-IEET
N/R = NOT REQUIRED. BEAM WILL BEAR ON WALL.
GENERAL NOTES 4 DESIGN CRITERIA52
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SITE PLAN Job #:
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Planning and Zoning Martmerd l; D H W
This approval verifies oompltam*With applicable Designed By
zoning, subdivision and other local land
development regulations, but does not Constitute
wiroval for the issuance of liance
th Florida Building Code and ali other applicable F`I Of mimniiC � -
reuirements
muslocalt be verified by sig atuSlate and Federalpre ermittiof the City Atlantic Dat e
Beach Building OP' i prlor tothe Isar ante of a 0 2 1 O
SITE PLAN Building Permit. 'Job #:
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SEE STRUCTURAL DETAILS SLOPE UP @ 3/12 PITCH
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(SEE STRUCTURAL DETAILS) U
ELEV FLOOR' 0" MATCH EXISTING FIN. FL. (2) 5 1/4' x9 1/2' 2.0E PARALLAM BEAMS L_ � � W
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FOUNDATION NOTES: SEE STRUCTURAL DETAILS TJI RAFTERS / CEILING J❑IST
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TOP OF FOOiTING REFERENCE ELEVATION = -2'-0"
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w/REINFORCING,OVER 5 MIL. 4. C.J. = CONTROL JOINT. SEE DETAIL C/S1.
1 VAPOR BARRIER, ON TERMITE —
5T- TREATED, CLEAN, COMPACTED FILL NOTE:
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8" 14'-4 _ - - -__ SEE STRUCTURAL DETAILS
Drawn By:
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Designed By:
Date:
PLAN FL00R JOIST — 2ND & 3RD FLOOR ROOF RAFTERS CEILING JOIST o2 1 g o2
FOUNDATION Job #.
SCALE: 1/4"=1'-0" SCALE: 1/4"=19--0" SCALE: 1/4"=1'-0" 151
Sheet #:
Al
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T INTERIOR FACE ❑F WALL B APPLYING LAYERS ❑F TYPE"X" GYP
THIS INTERI❑R TREATMENT WOULD ---- _. -. __. -_ _.- T INTERI❑R FACE OF WALL N
.--.- -- D E INT❑ LAYERS ❑F TYPE'X' GYP - - o - - ---- - 7 IS INTERI❑R TREATMENT WOULD
-- -- A COMMON WALL -- --_� - R N PAST DOORS TO CLOSET WALL CV
L , BALC❑NY ___ L1 BALC❑NY
81 14'-4" 3'-4 3'-8 8' 14'-4"
fi 22'-0" fi 22'-0" fi
Drawn By:
DHW
Designed By:
Date:
NEW 1 ST FLOOR NEW 2ND FLOOR NEW 3RDFLOOR 02 /19 /02
Job
2 19 02Job { :
SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'--0" 151
Sheet #:
A2
AREA ❑ E ADDITION
AREA [IF ADDITI ❑ N
L-1L 1 -
1 ll. 12 j
1 L 1_11JJ111.1' O 3 CDj
LIL 1 ll 11.1 1 L1 C�j /
/K / - I _ TOP OF PLATE
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/
I , 2x4 TRIM AT SILL TYPICAL �
MATCH//EXISTING FINISH FLOOR Q
FIN. FLOOR � \
2x10 FLOOR ,J❑IST @ 16' D.C, o ELEV. = 17'-10"
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2x2 TRIM AT JAMBS-
2x4
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XISTINGEXISTING
/ / 00
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NEW LEFT SIDE ELEVATION NEW REAR, ELEVATION
SCALE: 1/4"=1'-0" SCALE: 1/4"=1 '-0" �--_
AREA OF ADDITI ❑ N
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12
3 0
2x8 TRIM BAND AT HEADER
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TO MATCH EXISTING = I / / Q
PICKET SPACING "f❑ RESTRICT PASSAGE OF 4' BIALL1L iL
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Date:
- - - oz 19 02
NEW FRONT ELEVATION J 1 5
SCALE: 1/4"=1 '-0" Sheet #:
A3
1
1x3 EVE DRIP
CLASS A RATED FIBERGLASS SHINGLES 8x8 FASCIA
OVER 30 LB FELT
2x4 BACKING
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r �Z RP MATCH EXISTING LAP SIDING INSTALLED OVER
16 1.5# LAPPED FELT OVER 1/2" PLYWOOD SHEATHING
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FLASHING TURNS UP WALL MINIMUM 12"
AND CAPS EXISTING PARAPET WALL
LAP FELTS OVER TOP ❑F FLASHINGS N
CLASS A RATED FIBERGLASS SHINGLESo0
OVER 30 LB FELT CONSULT WITH ROOFING SUBCONTRACTOR TO PROVIDE � Q
ATTIC AREA HIGH LEVEL OF WATERPROOFING INTEGRITY HERE
1 /2" PLYWOOD ROOF SHEATHING 12 r
FASTEN w/ 8d COMMON WIRE NAILS 31 VAULTED CEILING 0
@ 6" OC EDGE AND FIELD. DECREASE
TO 4" OC WITHIN 4'-0" OF EDGE OF ROOF- .0.13 I� Q
STRUCTURAL DETAILS 2
METAL LAVE DRIP Y ,_.._� J_ i . __�. -_ n
MATCH EXISTING _ 0
ACCESS DOOR / n
2x8 CEDAR FACIA
A.C. UNIT / r
FINISH FLOOR
ELEV. - 27o
-0 R-30 INSULATION /
HURRICANE STRAP PER UPLIFT
D�
2x6 JOIST
CONNECTOR SCHEDULE, SEE 5/8' GYPSUM-BOARD CEILING _
(TYP.) /
DOUBLE 2x6 TOP PLATE
(TYP.)
T-1 1/4" / /
± � j w
NEW 3RD FLOOR //' / EXISTING 3RD FLOOR
W
2x10 FLOOR JOIST 2x10 FLUOR J❑IST
FINISH FLOOR SEE STRUCTURAL DETAILS _ SEE STRUCTURAL DETAILS /
ELEV. = 17'-10 3/ 4"±
10" 10" EXISTING 2x1(0 FLO J IS�
(MATCH EXISTING FIN, FL)
MATCH EXISTING LAP SIDING INSTALLED OVER
15# LAPPED FELT OVER 1/2" PLYWOOD SHEATHING
OVER 2X6 WD STUDS @ 16" ❑/C
SEE STRUCTURAL DETAILS \- 5/8' GYPSUM-BOARD CEILING
(TYP.) 4' LAYERS OF 5/8' TYPE 'X" (FIRERATED)
DOUBLE 2x6 TOP PLATE DRYWALL C❑NTINU❑US TO PROVIDE 2 HR FIRE WALL
(TYP.) /
DORS AND WIND❑WS SET SUCH THAT FLANGES ARE NAILED 1/2" GYPSUM-BOARD 8'-1 1/4" ± 8'-1 1/4"
TO STUDS THROUGH PLYWOOD AND THEN SEALED TO PLYWOOD WITH (TYP.) Q
A PICTURE FRAME OF SELF-ADHERING BITUTHENE WRAP / /j C)
FELTS THEN LAP OVER TOP OF BITUTHENER-11 BATT INSULATI❑N
TO PROVIDE CONTINUOUS VAPOR BARRIER TYPICAL ALL EXTERI❑R WALLS /
o
2x4P.T. SHOE w/ SEAL SILL NEW 2ND EL- ❑ ❑ R / EXISTING 2ND FLOOR _j
FOAM BETWEEN SHOE AND SLAB
WOOD BASEBOARD U
2x10 FLOOR JOIST 2x10 FLOOR JOIST �� w
FINISHFLOORSEE STRUCTURAL DETAILS SEE STRUCTURAL DETAIL / / m
ELEV. = 8/_ 11 11211+ 0
(MATCH EXISTING FIN. EL )
10 10"
EXISTING 2x1(0 FLO J❑IST Z
lrmL <
MATCH EXISTING LAP SIDING INSTALLED OVER 15# LAPPED FELTM L
/
OVER 1/2" PRESSURE TREATED PLYWOOD SHEATHING - / / _
NAILED TO CMU WALL AFTER WALL IS SEALED
SEE 1/S2 SEE 1/S2 =
WITH PENETRATING SEALER /
DOORS AND WINDOWS SET SUCH THAT FLANGES ARE NAILED = -
THROUGH PRESSURE TREATED PLYWOOD TO PRESSURE TREATED BUCKS
AT INNER SURROUND OF MASONRY OPENINGS w
FLANGES ARE THEN SEALED TO PLYWOOD WITH
A PICTURE FRAME OF SELF-ADHERING BITUTHENE WRAP 8'-1 1/2" ± / _
FELTS THEN LAP OVER TOP OF BITUTHENE
TO PR❑VIDE CONTINU❑US VAPOR BARRIER NEW IST L_ ❑ ❑ R i w
EXISTING IST FLOOR
8' C.M.0 1ST FLOOR
SEE PLAN & DETAILS M❑NOLYTHIC FOOTING @ COMMON WALL
4" (3000}0 CONC. SLAB ON GRADE SEE STRUCTURAL DETAILS SHEET S1 N
SHEET Sl ' Loll
w/ WWM 6x6, OR "FIBER MESH ADDITIVE,
10x24 FOOTING W (3) #5 RODS OVER 6 MIL. VAPOR BARRIER / N
SEE PLAN & DETAILS SHEET S1 ON COMPACTED, TERMITE TREATED FILL
F- IN, FLOOR /�
E L E V 0' 0„ —X x=��-X x 9 xaIA�x �x. x x x�` x^ • ° _ /. - -
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Date
02Z9 02
Job #:
TYPICAL WALL SECTION OF ADDITION WALL SECTION AT COMMON WALL Sheet #:
SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" D3
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NEW 1ST FLOOR ELECTRICAL NEW 2ND FLOOR ELECTRICAL NEW 3RD FLOOR ELECTRICAL 02 19 /02
Job #.
SCALE: 1/4"=l'—O" SCALE: 1/4 10=1'-0" SCALE: 1/4"=I'—O" 151
Sheet #:
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CONC FILLED CELL W/ 1 -#5 BAR CONTINUOUS FROM FOOTING INTO Na
BEAM W/ MIN, LAPS OF 25" SAME ON SIDES OF WALL OPENINGS G 6'-0" w N
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USE (1) #5 ON EACH OF TWO CELLS EACH SIDE OF WALL OPENINGS
LARGER THAN 6'-0" WIDE.
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REINF. @ ALL WALL W/ MIN. OF 95" LAP I
° CORNERS ; . a e : CORNER BAR w/ 24 LEGS
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NOT TO SCALE NOT TO SCALE �✓
FOUNDATION DETAILS
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WIND ENGINEERING GENERAL NOTES & DESIGN CRITERIA Q
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UPPER FLOOR MIDDLE FLOOR 1 , CODES: Standard Building Code ( 1997 Edition ), ACI, ATTIC, NDS, AWPA & APA ( latest editions ) N
OF THREE STO Y OF THREE STORY 2. LIVE LOADS: Q" N
(# OF JACKS (# OF JA ROOF LIVE LOAD TDP CHORD . . . . . . . . . . . . . . . . . . . 20 PSF
ATTIC LIVE LOAD — BOT CHORD . . . . . . . . . . . . . . . . . . . N/A ' ``'
OPENING SPAN _ J CD
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FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF 7
IN FEET
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(# OF KINGS)
3. WIND LOADS: ( 100 MPH ZONE ) J c w
4. MATERIALS: "-,
CONCRETE: NORMAL WEIGHT, MIN. 2500 PSI @ 28 DAYS w/ FIBERMESH REINFORCEMENT
2x6 WOOD STUDS AT 16" C/C FIBERMESH: 1/2" MONOFILAMENT, DOSAGE: 3/4 LB PER CUBIC YARD
REPAIR OF CRACKS IN SLABS DUE TO SHRINKAGE, IMPROPER SOIL CONDITIONS, &
2 x 6 CONT, WOOD PLATE W/ V- LAG
0'-0" TO 4'-0" (2) 2x4 (2) 2x4 BOLTS @ 32" C/C. TYPICAL. DIFFERENTIAL SETTLEMENT, IS THE FULL RESPONSIBILITY OF THE CONTRACTOR.
(2 KINGS) (1 JACK) (1 JACK) CONCRETE BLOCK: ASTM C90, TYPE II, f1 - 1500 PSI
MASONRY MORTAR: ASTM C270, TYPE "S"
NAILEDOR SEEAGEN RAL NOTETHING GLUED S REINFORCMENT: ASTM A615, GRADE 60
(2) 2x6 (2) 2x8 FOR NAIL SIZE & SPACING. LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPTER 23 OF THE SBC.
4'-0" TO 6'-0"
2 KINGS (1 JACK) (1 JACK) STUDS: SPRUCE, PINE FUR, MC19, NO. 2
( ) ALL OTHERS: SOUTHERN YELLOW PINE, MC19, NO. 2
EXTERIOR SHEAR WALL SHEATHING: ALL EXTERIOR WALLS ARE SHEAR WALLS.
7/16" THICK APA APPROVED FOR ALL ROOF SHEATHING AND WALL PANELS.
6'-0" TO 8'--0" (2) 2x8 (2) 2x10 USE 3/4" THICK "APA" APPROVED T&G GLUED STRUD—I—FLOOR.
(3 KINGS) (2 JACKS) (2 JACKS) CONTINUOU5 CUT 2 x 4 2x10 FLOOR JOISTS @ 16" c/c TYP. EXTERIOR SHEATHING FASTENING:
BLOCKING W/ 12d END
NAILS & 8" C/C EA. SIDE. -___ FOR WALL, FLOOR & ROOF: FASTEN 7/16++ THICK SHEATHING 8d @ 6++
ON CENTERS OF SUPPORTED EDGES ( IN THE SEAMS ) AND @ 12
PT 2X8 CONT WITH ON INTERMEDIATE SUPPORTS ( IN THE FIELD ). REDUCE NAIL
8'-0" TO 9'-0" (2) 2x10 (2) 2x12 112 a„ANCHO Yp DAL SPACING TO 4" ON CENTERS AROUND OPENINGS AND ALONG DOUBLE CAP PLATE.
(3 KINGS) (2 JACKS) (2 JACKS) DBL STD CMU GROUT FILLED FRAMING ANCHORS: NOTED ON PLANS BY "SIMPSON" OR ENGINEER APPROVED EQUAL.
BOND BEAM W/ (1) #7 CONT BOT ~
W/ CORNER BARS To MATCH ANCHOR BOLTS: ASTM A-307.
_ WASHERS: ASTM F436.
' 2 2x12 `.: �_ �, �� �_ _ _ 1 NUTS: ASTM A 563, "
q,-0 TO 10 -0 O SEE PLAN ? GRADE A HEX. —_�
(3 KINGS) (2 JACKS) NOT TO SCALE: SZ EPDXY: SIMPSON STRONG—TIE CO., PRODUCT: "SET" ADHESIVE.
2 - "MSTA36" OVER CAP PLATE TOP & UNDER
BASE PLATE BOT, TYPICAL. USE "HD2A" 2 - "MSTA36' STRAP TIES BENT OVER BOTH 2x STUB WOOD Q
HOLDDOWN TOP & BOTTOM ON SIDES OF OPENINGS SIDES OF HEADERS. STUDS 0 16" C/C
LARGER THAN 4'-0" WIDE. _
2- 2x CONT. WOOD PLATE
"RSP4" STUD PLATE
TIE EVERY STUD TYP. U
/--(2) 2x8 W/ 2-1/2" PLYWOOD. 16d NAIL
W
0 8" c/c TOP & BOT. m
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TYPICAL CONNECTORS SCHEDULE TYPICAL _
2x WOOD STUDS ® 1 fi" c/c. - "��� Lij
WALL OPENING
2x WOOD STUDS 0 16" c/c. ��—�, Q
SIMPSON FASTENERS) \
CONNECTION DESCRIPTION
2x CRIPPLES2x P.T. CONT. WOOD PLATE W/ Q
CONNECTOR TO MEMBER CARRYING MEMBER SEE SCHEDULE 1/2"- x 8" LONG ANCHOR BOLTS
++ W/ MIN. 2"- xW" THICK WASHERS W0
TJI TO WALL MTS12 12--1Od x 1\ 1 2—1Od @ 32". c/c )
FLOOR TO FLOOR MSTA36 26-10d TOTAL @ EA. STUD 1 11 Li TOP OF FIN. 2ND FLOOR
N
FLOOR JOIST TO WALL/BEAM HU21OTF 4-1Od x 1\" 12-16d
" ++ +' " "SP1' STUD PLATE TIE 2-1/2" LAG BOLTS EA, 2x CONT. WOOD STUDS EACH "RSP4" STUD PLATE
FLOOR BEAM TO WALL HGA10 4—� x1 \ SCREWS 4i--j x1\ SCREWS EVERY OTHER STUD. SIDE OF WALL SIDE OF WALL OPENINGS TIE EVERY STUD.
SEE DET. "F/S--4 OPENINGS. SEE SCHEDULE
STUD TO TOP PLATES SP-2 @ 32" c/c 6-1Od 63-1Od
STUD TO BOT PLATES SP-1 @ 32" c/c 6-1Od 4-1Od YP '__'/' A L H F-) F R DE -TNL A
ATTACH PLYWOOD WEB FILLER TO TJI. NOT To SCALES S2
N/R NOT REQUIRED. BEAM WILL BEAR ON WALL.
SHEET
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GENERAL MOTES & DESIGN CRITERIA