970 Sailfish Drive (2) FIBERGLASS SHINGLE
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BEDRM, STUCCO Planning and Zoning Department
LIVING 2 %D This approval verifies compliance with applicable
zoning, subdivision and other local land
development regulations, but does not constitute
R MI approval for the Issuance of permits. Compliance
36" with Florida Building Code and all other applicable
Gte"nd Federal permMing equi,ement,
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17 1E=1
ANTIR2 [B 4Y.
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L"'�3 musf be verified by signature of the City of Atlantic
7/-6# Beach Building Official prior to the Issuance of a
14/-6//— Building Permit.
N I ed By. omm y Development Director
PORCH Approv
Ln T E 0 �/ 4
/—ON REAR ELEVA cc 11 Date--
15 n C BEACH
T 0 BUILDING OFFICE
SCALD A 14 2003
18 _01/ 11 8/-4/' 4 PR OPOSED, Manuel Silverio Residence
7 561-0#
LOCATIONi 970 SaItfish Dr.
A-ttantic Beach, Fioricla 32233
F L 1111 R PLAN FILE COPY SCALEi Y-0 DATE' 2 –17– 04
DRAWN BY, CP
REVISED:
SCALE : 2 –26– 04
APPROVED BY, SHEETi–I----of
10 ' easement
S . 2 33 7 ' 3 3 W . 7 5
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PROPOSED
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PROPOSED:
Manuel Si(verio
LOCATIONs 970 Sodtf Ish Dr.
AttantIc Beach, Ft. 32233
SCALE, V-0' DATE, 2 -17- 04
DRAWN BYi CP
Revisedi
2 -26- 04
APPROVED BY.- SHEET; 2...of_j
PRE-ENGINEERED ROOF TRUSSES @ 2'-0"
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L — — — — — —— — — — — — — — — — _7' 2-2xl2 TO MAIN GIRDER TRUSS (3 PLY)
F-- - - - - - - 2-2x8 3 BEARING STUDS
===FF= W/ 4x4 x 5" LONG GA 7
WITH 2-MSTC28 ANGLES ON EACH SIDE
2 05 (ONE ON EACH SIDE) W/ 2-3/8-0 THROUGH BOLTS
91-6' ON EACH LEG OF EACH ANGLE
\-4x4 P.T. WOOD POST WITH 1/4"xYx3" WASHERS
TYP. @ 3-LOCATIONS
FASTEN GIRDER TRUSS TO z
2-2x8 FASTEN LVL BEAM TO LVL BEAM WITH CONNECTOR 0
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18'-0" 389-01p 3 BEARING STUDS SPECIFIED IN DETAIL 6/S-2 a-
WITH 2-MSTC28 FE
(ONE ON EACH SIDE) C)
56'-0"
a.
FOUNDATION PLAN, ROOF FRAMING PLAN
SCALE: 1/4"=l '-O" SCALE: 1/4"=l '-O"
NOTES: NOTES: JOB NO. 200422
1. SEE DESIGN NOTES ON SHEET S-2 1. SEE FASTENING SCHEDULE ON SHEET S-2 FOR CONNECTORS AND TIES DETAILS
2. SEE TYPICAL FOUNDATION DETAILS ON SHEET S-2 2. SEE TYPICAL WALL DETAIL ON SHEET S-2 DRAWN: NAD
3. REFER TO SHEAR WALL, SEE FASTENING SCHEDULE 3. HEADERS FOR OPENINGS LESS THAN 4'-0" SHALL BE 2-2X8
FOR NAILING PATTERN CHECKED: FSD
SCALE: 1/40=lp-0#1
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DRAWING NO.
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21-0" DESIGN NOTES: czz
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1/2' PLYWOOD OR 7/16 OSB ADD CORNER BAR CODES:
ROOF SHEATHING 2x4 STUDS C-4
SEE FASTENING SCHEDULE FLORIDA BUILDING CODE 2001 EDITION, ASCE 7-98
0 16" D.C. P.T. WOOD PLATE im
FOR NAILING PATTERN LO
W/ 112"0 x8" A.B. DESIGN DATA: C-4 0
C14
P PRE-ENGINEERED ROOF TRUSSES @ 24 O.C.
OR RAFTERS WIND LOAD 120 MPH C-0
c CA
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IMPORTANCE FACTOR 1
BUILDING TYPE PARTIALLY ENCLOSED
>
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SOIL BEARING CAPACITY (DESIGN MAX.) 2000 PSF 04 0
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LOAD I N G: 0
HURRICANE TIE I m
SEE SCHEDULE ROOF LIVE LOAD 20 PSF
RE EN G
OR �AFE
IN
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HURRZICANE E;
SEE SCHEDULE
2 - SYP #2 2-#5 CONT. CONCRETE (28 DAYS):
TOP PLATE V-6' SEE PLAN & SCHED FOOTING 3000 PSI
iv FOR REINF SIZE.
2x4 STUDS WOOD:
@ 16" D.C. EXTERIOR WALL SHEATHING STUD WALL FRAMING (SAWN LUMBELR)
SEE FASTENING SCHEDULE TYPICAL INTERIOR FOOTING SPRUCE-PINE-FIR #2 OR HEM-FIR #2 Fb 1150 PSI
FOR NAILING PATTERN SCALE: N.T.S. TYP. ADDITIONAL CORNER REINF. ALL OTHER MEMBERS (SAWN LUMBER
SOUTHERN PINE #2 / Fb 1200 PSI
DETAIL LVL MICROLLAM / Fb 2400 PSI
SECTION r2 SCALE: 1/2'=l'-O' STEEL ANCHORS:
4n CONCRETE SLAB SCALE: 1/2'1=11-000 WOOD TIE RODS A307
W/ 1-LAYER 6x6-Wl.4xWl.4 WWF
ON 6 MIL VAPOR BARRIER
ON COMPACTED SOIL REINFORCED CONCRETE NOTES:
P.T. WOOD PLATE 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
W/ 1/2"0 x8" A.B. 2. ALL CONCRETE PLACED SHALL BE VIBRATED BY MECHANICAL VIBRATORS.
3. LAP SPLICES FOR REINFORCED STEEL SHALL BE MIN. 40 TIMES BAR DIAMETER
4. CONCRETE CAST AGAINST EARTH SHALL HAVE 3" CLEAR CONCRETE COVER
@ 24, O.C. 5. FOOTING AND SLAB SHALL BE PLACED ON COMPACTED STRUCTURAL SOIL, WITH MINIMUM DENSITY EQUAL <
X-X-x-x-x-x-x-X-1 Lj TO 95% OF THE MODIFIED PROCTER MAXIMUM DRY DENSITY C)
m 6. PLACE A VAPOR BARRIER BENEATH ALL SLABS ON GRADE. EXERCISE CARE THAT THE VAPOR BARRIER IS NOT
< ll:f
w T/ F. FL 3 PLY GIRDER DAMAGED PRIOR TO PLACEMENT OF CONCRETE.
CD LLJ 0
3-- -X-X-X-X-X-X:l 1/4-x3-x2O- PLATE TRUSS __j
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2-#5 CONT. i - L=�� 2 F5 3 PLY GIRDER AT EACH SIDE 2-1/2-0 THROUGH BOLTS WOOD NOTES:
uj TRUSS WITH 2-1/2*0 THROUGH W/ 1/4"x3"x3" WASHERS
m 2#5 CONT
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W/ #3 TRANSV. 11-4x W/ #3 @ 36" TRANSVERSE BOLTS TOP & BOT 1. ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE STAMP OF GRADING AGENCY Lli
@ 36" O.C. 2. ALL WOOD EXPOSED TO WEATHER AND IN CONTACT WITH THE GROUND SHALL BE PRESSURE TREATED. C-)
TOP PLATE C) <
3. EXCEPT OTHERWISE SHOWN ON THE DRAWING, THE MINIMUM NAILING REQUIREMENTS SHALL BE AS PER Ld
"'T
FASTENING SCHEDULE-TABLE 2306.1 OF THE FLORIDA BUILDING CODE. m
4. SHEAR WALL SHEATHING SHALL BE CONTINUOUS THROUGH INTERSECTING WALLS. 0
1/4"x4*x6" PLATE 5. ROOF AND FLOOR DECKING SHALL BE NAILED AS INDICATED ON THE PLANS & SCHEDULES
TYPICAL WALL SECTION FULLY WELDED TO F__
1 6. PROVIDE MINIMUM UNLESS NOTED OTHERWISE IN THE DRAWINGS OR SCHEDULES:
TYPICAL TURNED DOWN EDGE 3 PLY LVL 1//4x4*xl2" PLATE 2-STUDS @ EACH SIDE OF OPENING < 8 FT. 77
SCALE: N.T.S. 3 STUDS AT GIRDER BEAM 3-STUDS @ EACH SIDE OF OPENING > 8 FT. <
TRUSS SUPPORT 0
3-STUDS 0 EACH WALL CORNER
2-STUDS @ EACH END OF SHEAR WALL <
SECTION SECTI ON DETAIL DETAIL 2-STUDS BELOW GIRDER TRUSS
SCALE: 1/2"=l'-O" SCALE' 1/2"=l'-O" SCALE: 1/2"=l'-O" SCALE: 1/2"=l'-O" WOOD TRUSSES NOTES:
1. WOOD DESIGN AND PRE-ENGINEERED WOOD TRUSSES SHALL CONFORM TO THE REQUIREMENTS OF THE
NATURAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AND THE AITC TIMBER CONSTRUCTION MANUAL,
ALL LUMBER SHALL BE SURF/CED DRY, USED AT 19% MAX. MOISTURE CONTENT.
2. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWING INDICATING ACTUAL TRUSS LAYOUT, DESIGN, WIND UPLIFT
AT BEARING LOCATIONS, NUMEER AND TYPES OF TRUSSES, ETC.SHOP DRAWING AND CALCULATIONS SHALL BE
SIGNED AND SEALED BY A REGISTERED FLORIDA PROFESSIONAL ENGINEER.
3. ALL CONNECTORS SUCH AS HURRICANE ANCHORS/ TIES, ETC. SHALL BE HOT DIP GALVANIZED. ::D
4. CONTRACTOR SHALL TAKE DUE CARE NOT TO CUT OR DISTURB ANY MEMBER OF PREFABRICATED TRUSSES Ll-
WITHOUT PRIOR APPROVAL OF TRUSS MANUFACTURER :z _j
5. WOOD TRUSSES SHALL BE BRACED BOTH TEMPORARILY DURING CONSTRUCTION AND PERMANENTLY IN < _<
ACCORDANCE WITH THE RECOMMENDATIONS OF THE TRUSSES DESIGN :2i cf)
CD
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THE LOCATION OF THIS STRUCTURE IS IN THE ZONE OF WIND BORNE DEBRIS REGION, AND DESIGNED
DOUBLE TOP PLATE AS A PARTIALLY ENCLOSED BUILDING. THE WIND PRESSURE FOR COMPONENTS AND CLADDING SHOULD
BE APPLIED AS SPECIFIED IN THE SCHEDULE ON THIS SHEET. ROOF TRUSSES BRACING SHOULD BE
FASTENING SCHEDULE -SIMPSON OR EQUIVALENT- SPECIFIED BY TRUSS MANUFACTURER, AND GYPSUM CEILING SHALL NOT BE USED AS TRUSSES BOTTOM
CHORD BRACING co
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ITEM CONNECTION CONNECTORS FASTENERS REMARKS z co
-CRIPPLE STUDS- j 0
1 ROOF SHEATHING 7/16 OSB 3- 0 EDGES, 8" 0 INTERMEDIATES 10d BLOCKED DIAPHRAGM 0 Z
2 WALL SHEATHING 7/16 OSB 3" 0 EDGES, 8" 0 INTERMEDIATES 8d HEADER 2-SPH6, IF HOLDOWN CONNECTOR Z LU
IS REQUIRED 0 Lu a x
3 TRUSS TOP PLATE SYP #2 1-H2.5 5-8d / 5-8d UPLIFT < 415 lb SEE SCHED./"'e LLI 0
4 TRUSS TOP PLATE SYP #2 1-H8 5-10d / 5-10d UPLIFT < 745 lb ON THIS SHEET FULL LENGTH Fn 0
lo WALL STUDS w
5 TRUSS TOP PLATE SYP #2 8-8dxl 1/2/ 8-8dxl 1/2 UPLIFT < 900 lb oo 05
6 TRUSS TOP PLATE SYP #2 2-10dxl 1/2 / 10-10dxl 1/2 UPLIFT < 1470 lb -HEADER
7 TRUSS TOP PLATE SYP#2 2-MTS12 14-1 Od EACH UPLIFT < 2000 lb STUDS
8 BOTTOM PLATE / WALL STUDS SPH4 @ 32" O.C. 10-10d x 1 1/2"
IF- TF _T _ff -11
9 TOP PLATE WALL STUDS SPH4 0 32" O.C. 10-10d x 1 1/2" HOLDWN CONNECTOR
10 POST BASE FOOTING ABA44 6-16d IF REQUIRED IN PLANS z
5 0
11 HOLDOWNS WALL CONNECTION HTT22 5/8" A.B. IN CONCRETE 32-16d IN WOOD oo Ln
12 ALL OTHER FASTENING NOT LISTED TABLE 2306.1 (FLORIDA BUILDING CODE)
SPH6 AT EACH JACK-//
COMPONENT AND CLADDING WIND PRESSURE TYPICAL FRAMING AND CONNECTIONS
ROOF (MAXIMUM) FOR OPENINGS
WALLS
AREA
SO- FT. INTERIORS PERIMETER CORNERS INT. ZONE END ZONE
POS. N EG. POS. N EG. HEADER SCHEDULE Ld
10 42.8 78.1 78.1 36.3 48.7 36.3 57.6 MAX. SPAN No. OF No. OF CONNECTORS FASTENERS
I - JACK STUD KING STUD JOB NO. 200322
20 41.9 72.2 72.2 35.6 47.2 35.6 54.6 61-0" 1 2 ST22 18-1 6d
50 40.4 63.4 63.4 32.5 45.2 32.5 51.0 lot-oll 2 3 2-ST22 18-16d DRAWN: NAD
100 39.8 r 57.5 57.5 30.8 44.5 30.8 47.2 13b-O" 2 3 3-ST22 18-16d
END ZONE WIDTH "Z" 5'-0' CHECKED: FSD
SCALE: 1/2'1=19-0"
S
%-;x - 2
DRAWING NO.