00-0002-029 3 2 1
A-5 A-5 4' O" A-5 10" x 16" CONCRETE
OVERHANG FOOTING W/ (2) #5
- - - - - -- f --- --- 1 6, TOP AND BOTTOM 24" X 26" X 12" DEEP (�
4'-2" - 12'-3" -- -- 13'-8'" - - I6 0 5/E " l+' 8' 8 CONCRETE FOOTING z
8"
--- --- ----- -- NEW BENCH W/ (3) 415 EACH WAY
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0" X 18" CONCRETE
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\ M I _ FOOTING W/ (2) #5 L
(1) ROWS 2 X 6-�
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— — — — NEW 5" CONCRETE �� - U
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BLOCKING AT MI I PAN RAFTERS � ! � �_ Q (� �- —
SLAB w/ #5 @ 12" o N J
O.C. BOTTOM & #4' _
LOPE 2 I/4"" PER FOOT NEW 6 -0" WALL _ "' � ° ILL
SLOP /16 'ER FOOT ! @ 15" O.C. TEMP. = �, ® h; o n
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X 30" PIP CONCRETE FOOTING �� -- EDGE OF EXISTING SLAB-�� -
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W/ l #5 REINFORCEMENT EMENT 11 �❑ EXISTING SLAB
#5 SHORT BARS 12" o.c. EXISTING POOL
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2" x 10" P.T. wooD �, 2 + x 2 + x 12" -
2, X 10 P.T. WOOD - EXISTING -
-. - - - CONCRETE FOOTING EXISTING
'RAFTERS @ 16" O.C.
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2 X 10 P.T. WOOD � � � A-4 I W/ (3) #5 EACH 10 X 18 CONC.
i' FOOTING - TO - 10" X 18" CONCRETE
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— 11 ❑
RAFTERS @ 16 O.C.
I ROW SOLID 2 X 6 a REMAIN FOOTING W/ O 5
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SLOPE 3/16" PER FOOT
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BLOCKING AT BEAM BLOCKING AT MIDSPAN
2" X 10" P.T. WOOD
A A O.C.SLOP 2 /4" PER FOOT %
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SLOPE 31I PER FOOT ] I
A-4 Cn
10" X 16" PIP CONCRETE �--
j FOOTING W/ (2) #5
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TOP AND BOTTOM W
NEW POOL EQUIPMENT PAD
- SEE DETAIL I SHEET A-8
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1
�- 5 112" x 9 1/4" BUILT-UP ' - - - - q-4 — U
WOOD BEAM
2" X 10° P.T. WOOD
RAFTERS @ 6" O.C. NEW CONCRETE A/C PAD W
SLOPE 2 I14" PER FOOT - W
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5 1/2' x 9 1/4' BUILT-UP cv n
WOOD BEAM IiJ SCALE: 1/8" = 1'-0" U
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-- --- ENGLERT 24GA. GALVALUME I-SEAM FLAT Imo.
PANEL ON (2) LAYERS 415 FELT
APPLIED W/ APPROVED RING-SHANK, TIN- RAFTER'
CAPPED NAILS 9" O.C. @ LAP 8 12" IN TWO 525#
1,789#
1 931# 1,/89# ' ROWS STAGGERED ALONG CENTER OF SHEET
/+O6# 2296# ON 3/4" PLYWOOD NAILED W/ 8D NAILS @ LJQ_
7 1/4" X 7 112" - 6" O.C. ALONG EDGES AND RAFTERS NEW DBL. 2" X 6" TAPERED
RADIANT BARRIER
1,552#
BUILT-UP WOOD COLUMN -_---- �� BEAM WOOD COL. @ 24" O.C. I
- - - - -- - - 2" X 10" P.T. WOOD RAFTERS @ 16" O.C. REVISIONS
BUILT-UP WOOD COLUMN W/ 3/4" 0 ANCHOR BOLTS @ 24" O.C. � -,_,
7 1/4" X 7 112" 2" X 4 NAII FR B01 1FD INTO TIF
;- -,-. _ - -__RAKE TIE BEAM SIMPSUN ABU 44 POST BASE -
#5 REINFORCING DRIILLED AND __ c NEW RADIANT BARRIER
HUGHES C088 W/ (2) 3/4° THROUGH � -` � W/ (2) I12 (l� TIiROUGH BOLTS '--
0
BOLTS IN 2" X 1/4" STEEL STRAPS AND � � '' ! _ SOLID 2' X 6" P.T. WOOD BLOCKING \ \\
�1 a R-26 BAT INSULATION
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EMBEDDED 8 MIN. INTO CONCRETE -_ EPDXY EXIS GROUTED 5"
@ MIN.
6" O.C.O.CO � � � � _ �T 1. _ NEW R-26 BAT INSULATION SIMPSON RFB#5X8 BOLT 5/8" G
Y
N'j - - MIN. INTO EXISTING SLAB/ FOOTING ---
- - 4 2" X 10" P.T. WOOD RAFTER @ 16" O.C. DRILLED AND EPDXY GROUTED 5"
- -- HUGHES C088 W/ (2) 3/4'" THROUGH -- � 3/4 PLYWOOD CEILING
NEW 5" CONCRETE SLAB W/ - - - \
BOLTS IN 2° X I/l," STEEL STRAPS AND --� � -_ `;� __ - HUGHES HC520 HURRICANE CLIPS �
6" X 6" #5 REINFORCING NI EMBEDDED 8" MIN. INTO CONCRETE -- , - --- - - 8'" W/ (8) 6GA. X 2 112" WOOD SCREWS HUGHES HC520 HURRICANE CLIPS W/ EXISTING 4" CONCRETE SLAB -
- A (8) 6GA x 2 112" WOOD SCREWS IN
ON 6MM VAPOR BARRIER -- - IN BEAM AND (6) 8D NAILS IN JOIST T.0.C.
Q _ -- 1�� BEAM AND (6) 8D NAILS IN JOIST
EXISTING 10" X IS REINF. _
4 Q ® e ® HUGHES UPLIFT CONNECTORS \Q � - - -' z
NEW 24° X 24° X I2° DEEP d Q Q 4 Q - CONCRETE FOOTING --NEW 5"' CONCRETE SLAB W/ d �" � -- '� "� SHA-6T W/ (2) 3//+" THROUGH
CONCRETE FOOTING W/ d d
(3) #5 REBAR EACH WAY Q ONX6M'M#VAPOR BARRIER - Q Q X081 J IBULTSMNACUNCRETE2EACH (4) 1//+" PLATE STEEL W/ (4) 314" \\
�- SIDE OF BEAM BOLTS THROUGH GLUE LAM. AND
NEW 24° X 24'" X 2" DEEP � � �-- (4) 5/8'" l� BOLTS THROUGH COLUMN
Q .r.SL - `. (2) #4 REBAR
d d CONCRETE FOOTING W/ d d Q - - o SEE DETAIL 0 SHEET A-7 \ Q Q DATE: 01.28.00
d Q Q d N (3) #5 REBAR EACH WAY - -- 3 1/8° X 15" LAMINATED WOOD BEAM r \
N Q - _ 3 i/8" X I� GLUE LAMINATED WOOD BEAM • � •
■ O � ■1 ® O ®� O � e v ■ ■ � ® I■ ® � I■ ® r ■ - 6F VI, DF/WW 16F - V , DF/WW
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• • • • • • Q - NEW 8" X 16" CONCRE T E
STARTER COLUMN 1 1/4" X 7 112'" BUILT-UP
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---
___ ---,�- --- � WOOD COLUMN
3,578# 6,259#
II' 1'-4"
1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 DETAIL /\ - 2
q—2 SCALE: 1 112" = 1'-0" q—2 SCALE: 1 112" = I'-O" A-2 SCALE: 3/4'" _ -0" q—2 SCALE: 1 112" = I' 0" q—2 SCALE: 1 112" = 1'-0"
LF17 1_4
SHEET 5 OF 10