00-0002-021 3 2 1 F- — — — — — - - - - - - - — �
4' 0" -5 \�- 10"�X 16" CONCRETE
A-5 A-5 A
OVERHANG FOOTING W/ (2) #5
•`•• 24" x 26" x 12" DEEP
" 8" 8" 8" 1'-6" 1'C"F' ANY BOTT01� U
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4'-2- 12'-3" - 16'-0 5/ F 4' 8" �^ J J CONCRETE FOOTING III/ �/ -• )NEW BENCH � W/ (3) #5 EACH WAY - co
10" X 18" CONCRETE
FOOTING W/ (2) #5 � p
2'-U* Lli
(1) ROW S iD 2 X 6- I TOP AND BOTTOM 1-j
- - - - - � Lu
BLOCKING A I SPAN i / / - � , Q w -4
2" X 10 P.T. WOOD / // NEW 4" CONCRETE SLAB �
(1) ROW SOLID 2 6 2° X 10" P.T. W Z Q
_ i R FTER @ 16" O.C. 4 EDGE OF W/ 6 X 6 W1.4/W1.4 cO °�
- �// /NEW 5" CONCRETE EXISTING SLAB-�� i° a #
-' -' BLOCKING AT MI PAN RAFTERS -
A-4 F_ - - - SLAB W/ #5 @ 12° 11 �o _
SLOPE 2 1/4" PER FOOT I O.C. BOTTOM & #4 ' n N a o
SLOP /16 ER FOOT NEW 6'-0" WALL \ @ 15° O.C. TEMP. - _ V l Q •o E rn u-
1 EDGE OF -
12" X 30" PIP CONCRETE FO TING 1 _1
W1 EDGE OF EXISTING SLAB
W/ (4) #5 REINFORCEMENT �[p ❑J EXISTING SLAB
#5 SHORT BARS @ 12" O.C. EXISTING POOL
ICI � � - s � •`• • !�' �t � .
2' X 1 O P.T. WOOD L -
' - 2 X 10' P.T. OD - - 3 EXISTING 24" X 24" X 12°
RAFTERS @ 16 O.C. - - - POOL DECK CONCRETE FOOTING o EXISTING
A-4 W/ (3) #5 EACH 10' X 18' CONC.
2° X 10° P.T. WOOD �� o ,
p WAY FOOTING - TO 10' X 18° CONCRETE �i . .,a°p• `
(I) ROW SOLID 2 X 6 RAFTERS @ 16 O.C. (I) ROW SOLID 2 X 6- 1 n REMAIN I FOOTING W/ (2) #5 ✓ �, ►- '•�
SLOPE 3/16 PER FOOT
BLOCKING AT BEAM BLOCKING AT MIDSPAN TOP AND BOTTOM
_ — — � ..._ Yom, ! c i . •""�r�.• �� 4
2" X 10" P.T. WOOD
1 I 1 1
SLOP 2 1/4" PER FOOT RAFTERS O.C. }°
Lr1
SLOPE 3/16" PER FOOT 2
— —
A-4 i c�
1 10" X 16" PIP CONCRETE
FOOTING W/ (2) #5 U
TOP AND BOTTOM
NEW POOL EQUIPMENT PAD U-I
SEE DETAIL I SHEET A-8
5 I/2" x 9 I/4" BUILT-UP
A-
x
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WOOD BEAM 2° X10" P.T. WOOD I- - - - - - - - - - - -1 - - - - - - - J Z
NEW CONCRETE A/C PAD W
RAFTERS @ 16 O.C.
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1 SLOPE 2 1/4" PER FOOT W
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FOUNDATION PLAN Q
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5 1/2 x 9 1/4 BUILT-UP c5
WOOD BEAM SCALE:
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4° CONC. SEAT W/
= : i
^ (4) �.
OOK BARS BOT.
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( I AND #4 @ 6" o.c. IrTCMP, sir� "�� ,� �, f•'� ;,.
} I I ', f, .I �lr AND (I) #3 AT END.
2, $_T 63, I._2
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FRAMING PLAN
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SCALE: 1/4" = 1'-0" vi
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DETAIL — SECTION @ BENCH Lu
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A-2 SCALE: 112" = 1'-0"
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ENGLERT 24GA. GALVALUME I-SEAM FLAT
PANEL ON (2) LAYERS #15 FELT
APPLIED W/ APPROVED RING-SHANK, TIN- RAFTER
CAPPED NAILS 9" O.C. @ LAP & 12" IN TWO 525#
1,789# 1,931#, 1,789# ROWS STAGGERED ALONG CENTER OF SHEET
/ 4016# 2296# ON 3/4" PLYWOOD NAILED W/ 8D NAILS @
7 I/4° X 7 I/2" - 6" O.C. ALONG EDGES AND RAFTERS Q
RADIANT BARRIER NEW DBL. 2" X 6" TAPERED 1,552#
WOOD COL. O.C.
7 I/4" X 7 I12" BUILT-UP WOOD COLUMN� 2" X 4" NAILER BOLTED INTO TIE BEAM
EXISTING CONCRETE SLAB W/ 3/4" 0 ANCHOR BOLTS @ 24" O.C. 2" X 10" P.T. WOOD RAFTERS @ 16" O.C. REVISIONS
BUILT-UP WOOD COLUMN SIMPSON ABU 44 POST BASE
#5 REINFORCING DRILLED AND O _- NEW RADIANT BARRIER W/ (2) I/2 (l� THROUGH BOLTS
HUGHES " x 1 " STEEL 3//+" THROUGH a �- RAKE TIE BEAM _ 07.22.00
EPDXY GROUTED 5° MIN. INTO I -_� I \ �- SOLID 2" X 6" P.T. WOOD BLOCKING
BOLTS IN 2° X I/4° STEEL STRAPS AND � EXISTING SLAB @ 6" O.C. �-R-26 BAT INSULATION � \) SIMPSON RFB#5X8 BOLT 5/8° k7 I SECT. DWG. ADDED
EMBEDDED 8° MIN. INTO CONCRETE -� �� o \I NEW R-26 BAT INSULATION DRILLED AND EPDXY GROUTED 5"
o _ a 2"' X 10" P.T. WOOD RAFTER @ 16" O.C. )�
3/4" PLYWOOD CEILING MIN. INTO EXISTING SLAB/ FOOTING
_ HUGHES C088 W/ (2) 3/4" THROUGH
NEW 5" CONCRETE SLAB W/ c� BOLTS IN 2" X 1/4" STEEL STRAPS AND `� '- HUGHES HC520 HURRICANE CLIPS _
6" X 6" #5 REINFORCING EMBEDDED 8" MIN. INTO CONCRETE - 8'• W/ (8) 6GA. X 2 112" WOOD SCREWS +�O -6� HUGHES HC520 HURRICANE CLIPS W/ EXISTING 4" CONCRETE SLAB
ON 6MM VAPOR BARRIER �� w _ INI BEAM AND (6) 8D NAILS IN JOIST T.0•C. (8) 6GA X 2 112" WOOD SCREWS IN
Q \ BEAM AND (6) 8D NAILS IN JOIST
EXISTING 10" X 18" REINF.
- HUGHES UPLIFT CONNECTORS 4 _
Z
CONCRETE FOOTING
NEW 24" X 24" X 12" DEEP Q d Q 4 NEW 5" CONCRETE SLAB W/ / \ a d ,"' "� SHA-6T W/ (2) 3/4" THROUGH -
CONCRETE FOOTING W/ Q o
6" X 6' #5 REINFORCING BOLTS IN BEAM AND (2) 1/2" (l�
(3) #5 REBAR EACH WAY 4
ON 6MM VAPOR BARRIER 4 Q _ � X 8° J-BOLTS IN CONCRETE EACH (4) i/4° PLATE STEEL W/ (4) 3/4° Q
_ SIDE OF BEAM BOLTS THROUGH GLUE LAM. AND d. d
NEW 24" X 24" X 12" DEEP 4 L v+ (4) 5/8" (l� BOLTS THROUGH COLUMN
p CONCRETE FOOTING W/ Q Q Q o - (2) #4 REBAR � SEE DETAIL 10 SHEET A-7 Q a DATE: 01.28.00
d Q Q N (3) #5 REBAR EACH WAY Q Q _ ' 3 1/8" X 15" LAMINATED WOOD BEAM
Q N Q = �_ 3 I/8" X 15" GLUE LAMINATED WOOD BEAM • � e
■ - - - - - .� - - - - ■ . � - - - s . - - ■ - 16F - VI, DF/WW 16F - VI, DF/WW
4
NEW 8" X 16" CONCRETE
STARTER COLUMN 3,518# 6,259# 7 1/4" x 1 112" BUILT-UP
WOOD COLUMN
x-11— I'-4" A 2
1 DETAIL 2 DETAIL r,3 DETAIL 4 DETAIL I 5 DETAIL
A—2 SCALE: 11/2" = 1'-0" A-2 SCALE: 1 112" = 1'4' A—2 SCALE: 3/4" = 1'-0" A—2 SCALE: 1 112" = I'-0" A—2 SCALE: 1 112" = 1'-0'°
SHEET 3 OF 10