00-0002-003 I
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A-5 A-5 4'-�" A-5 I0" x 16" CONCRETE
OVERHANG •^ FO')TING W/ (2) #5 •
--- -�� *'w • TO" AND BOTTOM 2L+" X 26" X 12" DEEP (,
8.. 13' 8„ - ----- - - 16--0 5/ ---- $ - -4 8 - - $� - /;;� �� CONCRETE FOOTING
-- ---- ---- -- --------- ---- -- --- ---- ---- -- - - - - �j/ NEW BENCH LJ W/ (3) #5 EACH WAY co
-- _ - _ - _ -- - -
77 1 � � � �� - 10" X 18' CONCRETE
�i I % 1 1 FOOTING W/ (2) #5
(1) ROW 6-Id 21�x 6 1 «
� /,�/ � � TOP AND BOTTOM t� �jj� � � �
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BLOCKING AT IDSPAN -nom!— U --- --
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2° X IO° P.T. WOOD %%/ '� NEW 4" CONCRETE SLAB (� Q a 00
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(1) ROW SOLID 2 6 �2° X 10" P.T. W EDGE OF � W/ 6 X 6 W1.4/W1.4 00 co co
R FTE_R @ 16 O.C. 4 / /1 0 0
LNEW 5" CONCRETE 0 rn #
- - BLOCKING AT MI PAN / I i "- '-' �- - - �/� I � i �I j EXISTING SLAB-� � ;� � � � �
RAFTERS @ 16" uj
% A-4 SLAB W/ #5 @ 12' / I C/
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SLOPE 2 1/4" PER FOOT 0.C. BOTTOM #4' �� _�I I N a o
NEW 6'-0" WALL @ I5" O.C. TEMP. -
SLOP /I6� ER FOOT �H
IL
EDGE OF III -
/ 1 l
c � � C ❑ EXISTING SLAB � I
12" X 30" PIP CONCRETE FOOTING 1- -1 EDGE OF EXISTING SLAB
W/ (4) #5 REINFORCEMENT � �� EX ST G o
/ III I EXISTING POOL
#5 SHORT BARS @ 12 O.C. �� _ I
2" x 10" P.T. WOOD � � / I j � � V � � � 24" x 2.4" x 12" s�
2" X 10° P.T. FOOD 3 -EXISTING o �1 XISTING
\ CONCRETE FOOTING E
RAFTERS @ 16" O.C. - - - -r- - - - = -- - - POOL DECK
AFTE W/ (3) #5 EACH 10" X 18' CONC.
2_' X 10' P.T. WOOD A—4 10" X 18" CONCRETE '
(1) ROW SOLID 2 X 6 / RAFTERS @ 16 O.C. �� -- �
„ X ❑ WAY FOOTING - TO
V (1) ROW SOLID 2 X 6 REMAIN FOOTING W/ (2) #� {y�
SLOPE 3/16" PER FOOT I TOP AND BOTTOM
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BLOCKING AT BEAM I / \ BLOCKING AT MIDSPAN `
2" X 10" P.T.
SLOP 2 I/4 PER FOOT "
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SLOPE 3/10" PER FOOT 2
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A-4
10" X 16" PIP CONCRETE
FOOTING
„ TOP AND BOTTOM NEW POOL EQUIPMENT PAD W
---
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- 5 1/2" X 9 I/4° BUILT-UP
WOOD BEAM
2„ X 10" P.T. WOOD - -- - - -- - - - -- - - - - - - - - - J
NEW CONCRETE A/C PAD W
RAFTERS @ 16° O.C.
SLOPE 2_ I/4 PER FOOT
--- - — �- w
n o
2" X 10" T. WOOD r w o Lo
31 W
'`. RAFTERS 16° U � 10
= 0 Q o 0
(, Q
51/2" 91/4" BUILT-UP ��� FOUNDATION PLAN Q o 0
2" X 10" P.T. WOOD
RAFTERS @ 16" O.C. SCALE: 1/8" = I'-0"
I
4" CONC. SEAT W/ % 0.
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(4) # HOOK BARS BOT. l � • �
- AND #4 @ 6° O.C. TOP
77
AND I #3 AT END.
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2 r �r 3„
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' .I 2'_82 �, 64w 1'-24"
A-5 �. a L W Q
FRAMING PLAN 1� �' a
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LL
6 DETAIL - SECTION @ BENCH �J _
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q-2 SCALE: 112" = 1'-0" ' h
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0
ENGLERT 24GA. GALVALUME I-SEAM FLAT
PANEL ON (2) LAYERS #15 FELT F-
APPLIED W/ APPROVED RING-SHANK, TIN- RAFTER
CAPPED NAILS 9" O.C. @ LAP 8� 12" IN TWO 525#
1,931#� 1,789# ROWS STAGGERED ALONG CENTER OF SHEET
4016# 2296# ON 3/4" PLYWOOD NAIL-ED W/ 80 NAILS @
7 I/4" X 7 112" 6" O.C. ALONG EDGES AND RAFTERS Q
_ BUILT-UP WOOD COLUMN - RADIANT BARRIER NEWWOOD COL. @ 24P0 CD 1,552#
7 1/4" X 7 112" 2" X 4" NAIL FR BOI.TFD INTO TIF BEAM _`
BUILT-UP WOOD COLUMN EXISTING CONCRETE SLAB W/ 3/L+" ANCHOR BOLTS @ 24" O.C. �' _" 2" X 10" P.T. WOOD RAFTERS @ 16" O.C. REVISIONS
�i `i' I , �, j SIMPSON ABU 44 POST BASE
#5 REINFORCING DRILLED AND �V NEW RADIANT BARRIER W/ (2) 112 0 THROUGH BOLTS
HUGHES C088 W/ (2) 3/4" THROUGH h� n � - e- RAKE TIE BEAM _
EPDXY GROUTED 5" MIN. INTO i I' I -__ _ I I ' j �� SOLID Z" X 6' P.T. WOOD BLOCKING 07.22.00
BOLTS IN 2" X 1/4" STEEL STRAPS AND Q ���j I II ill �1II - __R-26 BAT INSULATION I� t" �'I - _ 1
_ _ I\ sIMPSON RFB#5x8 BOLT 5/8" — SECT. DWG. ADDED
J NEW R-26 BAT INSULATION
EMBEDDED 8" MIN. INTO CONCRETE _ ? EXISTING SLAB @ 6° O.C. � O � 2 X 10 P.T. WOOD RAFTER @ 16 O.C. L, -- -_ DRILLED AND EPDXY GROUTED 5'
— 9 �I
02.25.01 - ADDITNL
N/ HUGHES C088 W/ (2) 3/4" THROUGH _ _ --- 3/4" PLYWOOD CEILING MIN. INTO EXISTING SLAB/ FOOTING p® ROOF STRUCTURE
NEW 5" CONCRETE SLAB W/ N,
BOLTS IN 2° X I/4" STEEL STRAPS AND HUGHES HC520 HURRICANE CLIPS � „ �
6" X 6" #5 REINFORCING - - \/ }�Q -6 -- HUGHES HC520 HURRICANE CLIPS W/ EXISTING 4" CONCRETE SLAB --- -- _y EMBEDDED 8"8° MIN. INTO CONCRETE - I g" W'/ (8) 6GA. X 2 I/2" WOOD SCREWS /\�/\ _
ON 6MM VAPOR BARRIER \\ -- - IN BEAM AND (6) 8D NAILS IN JOIST /\ T.0.C. (8) 6GA X 2 112" WOOD SCREWS IN
\ 1��1 - - -- - _ BEAM AND (6) 8D NAILS IN JOIST
--
d Q 'm S A ■1 - L �� O�I EXISTINCONOC"RET18"FOOTING - �� - - � ! U� �
NEW 24" X 24' X 12" DEEP d d 4 " d d -�` - HUGHES UPLIFT CONNECTORS
NEW 5 CONCRETE SLAB W/ \ r SHA 6T W/ (2) 3/4" THROUGH �\ }
CONCRETE FOOTING W/ 4 d d ~ 1 - - O �- -
"�- 6° X 6 #5 REINFORCING
(3) #5 REBAR EACH WAY \\' BOLTS IN BEAM AND (2) I/2° �
4 ON 6MM VAPOR BARRIER 4 d _ X 8" J BOLTS IN CONCRETE EACH - >j - (4) IIL+" PLATE STEEL W/ (4) 3/1," d Q `
I� SIDE OF BEAM /-\� BOLTS THROUGH GLUE LAM. AND d
NEW 24" X 24" X 12" DEEP �_ (4) 5/8" 0 BOLTS THROUGH COLUMN
� '�'�''ti"' �'�� (2) #1, REBAR SEE DETAIL 10 SHEET A-7 DATE: 01.28.00
d p CONCRETE FOOTING W/ d Q o - Q Q
d d Q N (3) #5 REBAR EACH WAY --� Q d 4 - �\ \\
3 1/8" X 15" LAMINATED WOOD BEAM --- 3 1/8" X 15" GLUE LAMINATED WOOD BEAM • •
1■ O e e ® A 111 1■ ® �.� III ■ ® O 1■ ® p 11 Q - 16F - VI, DF/WW -- --- I6F - VI, DF/WW
_ � 4
• • • • • • '--NEW 8" X 16" CONCRETE — L " BUILT-UP
- STARTER COLUMN 3,578#T 6,259# 7 / + X 7 1/2" BUILT U
WOOD COLUMN
1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL
5 DETAIL A - 2
q-2 SCALE: 1 112" = 1'-0" q—2 SCALE: 1 112" = 1'-0" q-2 SCALE: 314" = 1'-0" q-2 SCALE: 1 112" = 1'-0" q—2 SCALE: 1 112" = 1'-O'
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N SHEET 3 OF 10
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