HomeMy WebLinkAbout111 Spamsh Bay DrREVISIONS
PERMIT # C) 1-1 DATE
ADDRESS /f l ' 71-2-11 )(z5Z4 /34 CONTRACTOR
PH #
NO "7 DESCPRITION
OF REVISION: C)-,,-,e Cam.=
Q D c UTILITIES
FIRE
BLDG
JAN
16 2004
Au
8' BRG.
1' O.H
K16" CMU COLUMN W/
5 VERT. IN FILLED CELL
ADD ONE COARSE OF C.M.U. _
LINTEL BLOCK TO KNEEWALL
W/ 1 - #5 CONT. IN BOND BEAM
DENOTES: (I)- # 5 X8" DOWEL W/ 4"
EPDXIED EMBEDMENT INTO EXISTIN-
IOND BEAM @ EACH CORNER AND 6' O.C.
SIDE ELEVATION
NOTE: ALL ALUMINUM BEAMS AND POSTS2" X3" X 0.045
UNLESS OTHERWISE NOTED
12
3
II FIXED GLASS I I FIXED GLASS I-_ FIXED G1A55 FIYFfI [.I AG
2" X4"X 0.050
CENTER POST1 5060 H.R.W/ F.G. BOV
O60 H.R.W/ F.G.ABO E 5060 H.R.W/ F.G.ABO 25.90 / -34.70 F S.F.
25.90 / -34.70 P.S.F 25.90 / -34.70 P.S.F
5060 H.R.W/ F.G.ABO
25.90 / -34.70 P.S.F. 2X3
X3
STRUCT C.M.U.
THE BUILDING CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL. MECHANICAL. ELECTRICAL, STRUCTURAL DRAvyrL, IGN REQUIREMENTS
FOR OPENINGS, WINDOWS. SLEEVES,ANCHORS, HANGERS, SLAB DEPRESS IONS.DIMENS IONS. PITCH AND OTHER RE
ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION, PLACEMENT AND CONTINUITY AND it Y'LOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD
BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IS 40PSF
IF EXISTING CONDITION APPLY -ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER.
STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE B. ROOF LIVE LOAD IS 20 PSF
DIMENSIONS.CONDITIONS, AND SPECIFICATIONS ON THESE PLANS.
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NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED - 120MPH.
2. WIND IMPORTANCE FACTOR - 1.0
3. WIND EXPOSURE - CATEGORY (B)
4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98,
TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18
HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0)
5. COMPONENTS AND CLADDING
WINDOWS (25.9/- 34.7 PSF)
DOORS (24.8/-32.6 PSF)
REVISION
01-13-04
JAN 14 2004
18243
KEN EHLERS P.E.
STATE CERTIFIED #18243
531 S.S.R. 434 SUITE 2003
ALTAMONTE SPRINGS, FL. 32714
PHONE (407) 290-2799
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COMPSITE ROOF PANELS
ALUMINUM POSTS 2" XWX 0.045
UNLESS OTHERWISE NOTED
TYPICAL)
THE BUILDING CON1 RPCT^R/CV:HER —IA. I. ' ARCHITECTURAL. MECHANICAL. ELECTRICAL. STRUCTURAL DRAWINGS
FOR OPENINGS, WINDO'A' SLLZ V ' `Ir 'f:
c
r,ANGERS, SLAB DEPRESS IONS,DIM E NSIONS, PITCH AND OTHER RELATED
ITEMS AND SHA'.i_ I ?. R- 5' I v FOR THEIR PROPER LOCATION, PLACEMENT AND CONTINUITY AND
BEP.R 1•. rOIPi n r ROOF ' _R TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS.
IF EXISTh:G CCIJ/F"l0 -L c," STING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER.
SIRUCTI IRAL :)",N ' `IUS * BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE
DINE?.SIC:d ..CUND rIONS. AND SPECIFICATIONS ON THESE PLANS.
NOTE: ALL ALUMINUM BEAMS AND POSTS2" X3"X 0.045
UNLESS OTHERWISE NOTED
0012"1
N
x
cl)
1/2" DRY WALL
ON 2X4 STUDS
KNEEWALL
24" OC. MAX
W/ R-19
1) - A35/ OR H2
PER RAFTER
2X 8
2X 6 RAFTERS
SYP.#2 24" O.C.
2X 6 PURLINS W/ 2- 4 1/2" SIMPSON
WOOD SCREWS PER TRUSS OR
RAFTER BELOW IN LIEU MTS12
TO TRUSS OR RAFTER
ROOF PLAN
DESIGN REQUIREMENTS
A. FLOORS, BALCONIES, DECKS, STAIRS, LIEF LC,,_
IS 40PSF
B. ROOF LIVE LOAD IS 20 PSF
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XZp_
NU)O:
4'X8'X.125' ALU. PLATE
W/ 8 - #10 SCREW TO
EACH MEMBER ON
BOTH SIDES
POST TO BEAM
ALUMINUM
CENTER POST
2" X4'X 0.050
ALUMINUM
CENTER POST
2' X4'X 0.050
4'XB'X.125" ALU. PLATE
W/ B - #10 SCREW TO
EACH MEMBER ON
BOTH SIDES
POST TO BEAM
2RIDGE
do
I•
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1 . BASIC WIND SPEED - 120MPH.
2. WIND IMPORTANCE FACTOR - 1.0
3. WIND EXPOSURE - CATEGORY (B)
4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98,
TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18
HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0)
5. COMPONENTS AND CLADDING
WINDOWS (25.9/- 34.7 PSF)
DOORS (24.81-32.6 PSF)
REVISION
01-13-04
JAN 14, 2004
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KEN EHLERS P.E.
STATE CERTIFIED #18243
531 S.S.R. 434 SUITE 2003
ALTAMONTE SPRINGS, FL. 32714
PHONE (407) 290-2799
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WALL / ROOF SHEATHING
1/2" CDX PLYWOOD or 7/16" OSB
2 1/4"X.099 RING SHANK 6" O.C. EDGES
12" O.C. INTERIOR
5'-0"
ROOF EOG$
4'-0',
RIDGE
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P D L
2x8 SYP
RIDGE
2x6 RAFTERS
24" O.C.
w/ 2x4 VERTICAL
STUDS 48" O.C.
2X 4 PURLINS 48"O.C. W/ 1- 5" SIMP;
WOOD SCREWS PER TRUSS OR
RAFTER BELOW IN LIEU MTS1-2-
24" O.0 TO TRUSS OR RAFTER
TYP. A35/1-12.5 EA. END OF RAFTER
RAFTER TOPS.
VALLEY FLASHING PER 1507.3.9.2
2) 12d NAILS STUDS INTO RAFTER
A35/H2.5 EA. STUD TO PURLIN
CONT. AT VALLEY
2X 6 PURLINS W/ 2- 5" SIMPSON
WOOD SCREWS PER TRUSS OR
RAFTER BELOW IN LIEU MTS12
24" O.0 TO TRUSS OR RAFTER
7t
ROOF SHEATHING
ROOF SHEATHING UNDER VALLEY
O UNDER VALLEY
Q
PRE-ENG'RE
TRUSSES
O O CONVENTIONAL FRAME
ROOF VALLEY DETAIL
IROOF ATTACHMENT PLAN
SHEATHING SHALL BE FASTENED WITH MIN. #8 GUN NAILS
ZONE 1 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 12" O.C.
ZONE 2 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C.
ZONE 3 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C.
ROOF EDGE
TOP CHORD'BLOCKING @ 4'-0" O.C. MA
IN FIRST 2 FRAMING SPACES @ EA. ENI
ROOF SHEATHIN
BUILDING LENGTH
BUILDING WIDTH
ROOF SHEATHING LAYOUT
AND DIAPHRAGM BLOCKING
ROOF COVERINGS SHALL COMPLY WITH SECTION
1507 OF THE FL. BUILDING CODE 2001
SHINGLE -SHALL COMPLY WITH ASTMD225 OR ASTMD3462
FASTENER SHALL BE MIN 12 GAUGE SHANK W/ 3/8" HEAD
AND PENETRATE ROOF SHEATHING 3/4"
THE BUILDING CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL. MECHANICAL. ELECTRICAL. STRUCTURAL DRAv{II IGN REQUIREMENTS
FOR OPENINGS, WINDOWS. SLEEVES.ANCHORS, HANGERS. SLAB OEPRES S IONS. DI MIENS IONS, PITCH AND OTHER RE
ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION. PLACEMENT AND CONTINUITY AND LOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD
BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IS 40PSF
IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER.
STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE B. ROOF LIVE LOAD IS 20 PSF
DIMENS IONS. CONDITIONS. AND SPECIFICATIONS ON THESE PLANS.
REVISION
01-13-04
FIBERGLASS SHINGLE ASTM D3161
OVER 15# FELT(ASTM D226 OR D4869 TYPE 1
OVER 7/16" O.S.B.
6) 1 1/4" GALV ROOFING NAILS
PER 3-TAB
8) 1 1/4" GALV ROOFING NAILS
FOR ARCH SHINGLES
3" X 48" X 0.025
COMPSITE ROOF PANEL
i
BEAMS 3" X2"X 0.045 (TYP.
POST 2" X3"X 0.045 (TYP.)
ANCHOR ALUMINUM FRAME
TO BOND BEAM OR SLAB WIT
1/4" X 2 1/4" WITH IN 6" OF
POST AND 24" O.C. MAX.
TYP. CONC.
SLAB W/ 6x6,
10/10 W.W.M.
OR FIBERMESH
6" MIN
MIN. (3)- #10 X 4 1/2" S.M.S.
INTO SCREW BOSS
MIN. (3)- #10 X 1 1/2" S.M.S.
INTO SCREW BOSS
CONT. CONC. FILLED TIE BEAM
WITH ONE # 5 REBAR
8"x16" CONC. BLOCK
5 DOWEL W/4" MIN.
EPDXIED EMBEDMENT
ED GRADE
2 #5 BARS MIN 25" LA — =
BARR EMILARPOIRIIIIn
CLEAN, COMPACTED —III—III= TERMITE TREATED —
FILL —
NOTE: FOOTING EXISTING
16"
TYPICAL WALL SECTION
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED - 120MPH.
2. WIND IMPORTANCE FACTOR - 1.0
3. WIND EXPOSURE - CATEGORY (B)
4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98,
TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18
HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0)
5. COMPONENTS AND CLADDING
WINDOWS (25.9/- 34.7 PSF)
DOORS (24.8/-32.6 PSF)
JAN 14 2004
18,2-431
KEN
EHLERS P.E. STATE
CERTIFIED #18243 531
S.S.R. 434 SUITE 2003 ALTAMONTE
SPRINGS, FL. 32714 PHONE (
407) 290-2799 U)
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