00-0002-013 2" X 6" P.T.WOOD TOP PLATE
4" GALV. METAL DRIP EDGE ATTACHED W/ ENGLERT 24GA. GALVALUME I-SEAM FLAT
GALV. METAL DRIP EDGE ATTACHED W/ 12GA. X I" LONG GALV. RING SHANK NAILS PANEL ON (2) LAYERS #15 FELT APPLIED
12GA. X I" LONG GALV, RING SHANK NAILS @ 4" O.C. LAP 4" MIN. AT PERIMETER LAPS AND / W/ APPROVED RING-SHANK, TIN-CAPPED
@ 4" O.C. (LAP 4" MIN. AT PERIMETER LAPS AND WRAP AROUND & LAP 5" MIN. AT CORNERS NAILS 9" O.C. @ LAP & 12" IN TWO U
-4 977# WRAP AROUND & LAP 5" MIN. AT CORNERS) ' \ / ROWS STAGGERED ALONG CENTER OF SHEET z
ENGLERT 24GA. GALVALUME I SEAM FLAT HUGHES TP6X W/ (10) / 7691t
576# PANEL ON (2) LAYERS #15 FELT APPLIED IOD NAILS TO STUDS
W/ APPROVED RING-SHANK, TIN-CAPPED 2" X 6" P.T.W000 5TUD @ 16" O.C. �, � �77T1 -;'jY X- 3/4" PLYWOOD NAILED W/ 8D NAILS @ ENGLERT 24GA. GALVALUME I-SEAM FLAT
ENGLERT 2/,GA. GALVALUME ]-SEAM FLAT HUGHES RT48112 STRAP W/ NAILS @ 9" O.C. AT LAP & 12" IN TWO �� = ����III,�iI'���1',I,Ii, 11111,1{ ,�ilil fwlll, 6" O.C. ALONG EDGES AND RAFTERS p
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PANEL ON (2) LAYERS #15 FELT APPLIED "'� ROWS STAGGERED ALONG CENTER OF SKEET 3/4" PLYWOOD SHEATHING y k.� '1 U F ,�, l d PANEL ON (2) LAYERS #15 FELT APPLIED W
5 16D NAILS IN 2° X 10°
- W/ APPROVED RING-SHANK, TIN-CAPPED W w '
� X W/ APPROVED RING-SHANK, TIN-CAPPED
CONTINUOUS 2 x 4 P.T. WOOD FASCIA -� ` `� \ RAFTER AND (5) 16D NAILS �__ R-26 BAT INSULATION - y ��, 2" X 8" P.T. WOOD NAILS 9" O.C. @ LAP & 12" IN TWO z
\ NAILS 9" O.C. @ LAP & 12" IN TWO 3/4" PLYWOOD NAILED W/ 8D NAILS @ -
% IN NEW 2" X 4" STUD WALL -� RAFTER @ 16" O.C. ROWS STAGGERED ALONG CENTER OF SHEET 16GA. CORRUGATED METAL SOFFIT Q
ROWS STAGGERED ALONG CENTER OF SHEET ;a 6" O,C, ALONG EDGES AND RAFTERS 5/8" STUCCO ON 15# FELT
- GALV. MTL. FLASHING OVER ROOF BACKED GLAV. METAL LATH RADIANT BARRIER NAILED W/ 8D NAILS @ 6" O.C. U N co 00
/ --�_ 3/4" PLYWOOD NAILED W/ 8D NAILS @ cO
/ \ 3/4" PLYWOOD NAILED W/ 8D NAILS @ NEW 2" X10" P.T. WOOD MEMBRANE FLASHING IS COUNTER C %� 6" O.C. ALONG EDGES AND RAFTERS / / ALONG PANEL EDGES AND RAFTERS 'on p
3° SOFFIT VENT \ 6" O.C. ALONG EDGES AND RAPIERS �� 1 FLASHING OVER 4" FIBER CANT GALV.. MTL FLASHING -- L R-26 BAT INSULATION / Q v ILL
RAFTER @ 16" O.C. A 5/8" STUCCO ON 15# FELT f n V r ci
- 3/4° PLYWOOD NAILED W/ 8D NAILS @ l," FIBER CANT - / 3/4" PLYWOOD FINISH I— V/ o - �� -
16GA. CORRUGATED METAL SOFFIT \ HUGHES RT/TWISTED 24112 W/ (9) IOD - == 5/8" DRYWALL FINISH / BACKED GALV. METAL LATH N o J
NAILED W/ 80 NAILS @ 6" O.C. !, �� NAILS TO RAFTER AND (9) IOD NAILS NEW 2° X 10° P.T. WOOD j 6" O.C. ALONG EDGES AND RAFTERS
ALONG PANEL EDGES AND RAFTERS \ TO STUD RAFTER @ 16" O.C, -� ROOF MEMBRANE FLASHING & _ __- �- 5/8" DRYWALL FINISH HUGHES RT20112TW W/ (5) 16D / GALV. MTL. FLASHING z �
�- NEW 2" X 10" P.T. WOOD RAF IER @ 16" O.C. COUNTER FLASHING, EXTENDED q NAILS IN 2 X 10" RAFTER AND
5/8" STUCCO ON 15# FELT ��` 5/8" DRYWALL FINISH 5/8" DRYWALL FINISH 6" MIN. OVER ROOF ��II �� 111��1 ��� (5) 16D NAILS IN 2" X 6" STUD
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x � " ` 5/8" DRYWALL FINISH
BACKED GALV. METAL LATH � r � i �
HUGHES TP6X W/ (8) � � RADIANT BARRIER
GALV. MTL FLASHING �� ' IOD NAILS TO STUDS \ 96# °
/ EXISTING 2" X 8" ROOF RAFTERS 2" X 6" P.T. WOOD STUD @ 16° O.C.
- \ / NEW R 26 BAT INSULATION i @ 16° O.C. TO REMAIN
2' X 6" P.T. WOOD STUD @ 16' 0.G
4" FIBER CANT NE " OOD
HUGHES HFTMl2 W/ (11) IOD NAILS TUDS @ 16" 0.l. -� NEW CEILING STRUCTURE
HUGHES RT3012 W/ (6) 16D NAILS I
ROOF MEMBRANE FLASHING & 5 112" X 9 1/4" BUILT-UP BEAM IN STUD AND (4) 3/16" X 2" TAPCONS ROOF MEMBRANE FLASHING & "g
COUNTER FLASHING, EXTENDED IN STUD AND XIS 3116" X I I/4" NLL L X 4" P.T. WOOD
COUNTER FLASHING EXTENDED ' � �• + '"
TAP CON IN EXISTING CONCRETE TIE BEAM SILL PLATE TO EXISTING / i IN EXISTING CONCRETE TIE BEAM
6" MIN. OVER ROOF _
SLAB w/ I/4" x 3 3/4" HUGHES TP6X w/ (10)
6" MIN. OVER ROOF � , + �
HUGHES TP6X W/ (8) IOD NAILS TO STUDS
NEW ROOF STRUCTURE - \ NEW ROOF STRUCTURE TAP CONS @ 6° O.C.
4" FIBER CANT � C + '��
IOD NAILS TO STUDS �
- STAGGERED a
EXISTING REINFORCED CONCRETE HUGHES SHA6 ON EA. SIDE OF BUILT-UP 3 SECTION @ ROOF EXISTING REINFORCED CONCRETE
TIE BEAM AND CONCRETE BLOCK WALL EXISTING 4" CONCRETE SLAB BEAM W/ (4) 112" 0 X 8" BOLTS / TIE BEAM AND CONCRETE BLOCK WALL
DRILLED & EPDXY GROUTED 6.25" MIN
/ A-7 SCALE: 3/4' = I'-0"
INTO EXISTING TIE BEAM AND (2) -
EXISTING 10" XI8" CONIC. FOOTING 3/4" 0 MB BOLTS THROUGH BEAM
1 WALL SECTION 2 WALL SECTION rl2 WALL SECTION
U
A-7 SCALE: 3/4" = 1'-0" A- J SCALE: 3/4" _ -0'" A-7 SCALE: 314" = 0' W
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NEW 2 X 10 ROOF STRUCTURE W/ z
HUGHES RT/TWISTED 24112 W/ (5) 16D
NAILS TO RAFTER AND (4) 3/16" X 2 112" 3 Lu
0 SOFFIT VENT TAP CONS To EXISTING TIE BEAM
n W
E ISTI" F k EAM 3/4° PLYWOOD L._. u <
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HUGHES TP6X W/ (10) --- o Ln
IOD NAILS TO STUDS W J .p
TORCH DOWN ROOFING MATERIAL ON • •` • • y
2" X 10" P.T.WOOD 5/8" DRYWALL ON 7/8" HAT CHANNEL ° ° Q U o
#30 ANCHOR SHEET ATTACHED W/ W/ R-5.4 FOIL BACKED BOARD INSULATION E ^ E o E3
RAFTER @ 16" D.C. _ / APPROVED NAILS AND TIN CAPS @ 12" ° v Z '/� � a_ - �
STAGGERED IN FIELD AND 6" @LAPS ON • , • U V//� co � �p a
R-26 BAT INSULATION �\ / 3/4" PLYWOOD NAILED W/ 8D NAILS @ co D I
T 4" O.C. ALONG PANEL EDGES AND 6" O.C. N 0 `n
2" X 10° P.T. WOOD I Q co � 1`0
2" X 6" P.T. WOOD ALONG INTERNEDIATE SUPPORTS RAFTER @ 16" O.C. J
STUD @ 16" O.C. - - -
���i 2 IIii ��� _ 2" X 4" P.T. WOOD NAILER BOLTED �- 8 X 12 CONIC. TIE BEAM W/
�Ij III,
NEW 8° WIDE TAPPERED CONCRETE TIE BEAM NEW 8" X 12" CONCRETE TIE 7 �- !/I INTO TIE BEAM W/ 3/4" NEW 8" X 8" CUNC, SILL W/ (I) #5 (2) #5 TOP AND BOTTOM
W/
BAT INSULATION
ANCHOR BOLTS @ 24" o.C. AND #3 TIES AT 12" O.C.
7 1/2" PLUWOOD FINISH �-
1 W/ (1) #5 EPDXY GROUTED 5' MIN. INTO BEAM W/ (2) #5 TOP & BOTTOM = I / _ "`"
4" GALV. METAL DRIP EDGE ATTACHED W/ �, `'+++"'�0+� '''•,
EXISTING CONCRETE TIE BEAM @ 24" O.C. AND #3 TIES @ 12" FOR 4'-0" FROM y
1 GALV, MTL. FLASHING OVER 4" FIBER CANT 12GA. X I" LONG GALV. RING SHANK NAILS NEW 8" CONC. BLOCK W/ HORIZONTAL JOINT '
CORNERS AND 48" O.C. MIDSPAN W1 ROOF MEMBRANE FLASHING & COUNIER ,� ,
@ 4" O.C. LAP 4" MIN. AT PERIMETER AND REINFORCEMENT @ 16° VERT. & (1) #5 REBAR IN 1 „ � ;""""''",
FLASHING, EXTENDED 6" MIN. OVER ROOF - I Iii WRAP AROUND & LAP 5" MIN. AT CORNERS FULLY GROUTED CELL @ EA. END DRILL & EPDXY 5" MIN
5 3/4 I I T.O.B, fi
T.10.B, - - R-26 BAT INSULATION 1 \� i•' c
-i- 4-- - - _ - - r
-- — —y{y B, =— I I � srucco sroP
1 I 1 I I I !I 1 "• �—'\ "
5 1/2" x 9 1/4" BUILT--UP BEAM \ / EXISTING 8" CONC. BLOCK WALL SECTION AT ENTRY f-
'� NEW 8 WIDE TAPPERED CUNC. TIE BEAM W/ - ' SCALE: 3/4" = 1'-0" i v_
(2) #5 TOP & BOT. AND #3 TIES @ 12" O,C. A` / i ( ,
EXISTING CONCRETE — -- FOR 4'-0" FROM CORNERS AND 48" O.C. MIDSPAN. - "� •
TIE BEAM 5/8° DRYWALL ON 7/8° HAT CHANNEL - EXISTING 4" CONCRETE SLAB I //'' • �•sl•` +�'
HEIGHT SLOPES @ 3/16" PER FOOT TO MATCH
- EXISTING CONCRETE - W/ R-5.4 FOIL BACKED BOARD INSULATION ROOF SLOPE SEE DETAIL 4 SHEET A-7
TIE BEAM \ 2" X 10" P.T. NAILER BOLTED TO _ EXISTING 10" X 18" CONC. FOOTING I,'
TIE BEAM W/ 3/4" 0 ANCHOR
BOLTS @ 24" O.C. ( /
(1) #5 REINFORCING @ 24" O.C. DRILLED AND
w rn
AND EPDXY GROUTED 5" MIN. INTO EXISTING
CONCRETE TIE BEAM U
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4 PARTIAL ELEVATION @ KITCHEN 5 DETAIL �� 6 WALL SECTION - LIBRARY WINDOW (n L
A-7 SCALE: 1/4" = 1'-0" A-7 SCALE: 3/4" = 1'-0" A-7 SCALE: 3/4" = 1'-0" W `n =
LL ~
0
z
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EXISTING 4" CONCRETE SLAB (4) 3/4" 0 THRU BOLTS
(1) #5 REINF. @ 12" O.C. DRILLED RAF IER
AND EPDXY GROUTED 5" MIN. NEW 4" CONCRETE SLAB 525# v
INTO EXISTING CONCRETE SLAB W/ 6 X 6 W1.4/W1.4
NEW 5" CONCRETE SLAB
EXISTING 4" CONCRETE SLAB
W/ #5 @ 12" O.C. BOTTOM
AND #4 @ 15" O.C. TEMP. \ #5 REINF. EPDXY GROUTED 5" MIN. i
INTO EXISTING CONCRETE SLAB
6MM VAPOR BARRIERS
�° it/16" HOLES (4) 5/8" 0 THRU BOLTS - - - - - - - - - -
O b 4 � � + � 1 � � I I� I I ��� �4' � / � � REVISIONS
EXISTING CONCRETE ■ v m m m o m a 0 w■ ■ m m ■� m w 2" X 10" P.T. WOOD RAFTERS @ 16" O.C. (2) 5/8" 0 THRU BOLTS--
D4 6MM VAPOR BARRIER ° - � 1 11 ��, ��-
al
J i'
BLOCK STEM WALL - �� A , � �_� NEW RADIANT BARRIER 2 z -��
� a a 1 _ t t I I 07.22.00
" I - NEW R-26 BAT INSULATION - ` I' I° 71"
EXISTING CONCRETE �11 ��1 _ _ �' h� 2• a z SECT. DWG. ADDED
EXISTING CONCRETE FOOTING / /� -- -
BLOCK STEM WALL e 0 3/4" PLYWOOD CEILING _
— _ 11.27.00
��� � - — — — — — — — — — zMS-BUILT TIE BEAM
EXISTING CONCRETE FOOTING � � +�� -6 HUGHES HC520 HURRICANE CLIPS 1 - - - 3/4' 0 THR �r
w/ (8) 6GA. x 2 1/2" WOOD SCREWS IN — —� "„,I ” �s� 02.25.01 - ADDITNL.
BEAM AND (6) 8D NAILS IN JOIST 4' 2. �' k 4z 3 — — ��— -
,7 � — — ROOF STRUCTURE
02.25.01
\ o r \ I/2" THRU BOLTS \ AS-BUILT OVERHANG
A / �/I / / + / 1/4" PLATE STEEL
f 1- 1/4" PLATE STEEL W/ (4) 3/4" (2) 9/16" 2 HOLES U B 3 v
CONTINUOUS WELD W/ (4) 13/16" � � (I) PER BRACKET SET
HOLES IN ONE SIDE AND (2)
BOLTS THROUGH GLUE LAM. AND AND (2) I/2° THRU BOLTS
> _ (2) 5/8" 0 BOLTS TFIROUGII COLUMN 0 II/16" (l0 HOLES IN SECOND _
SEE DETAIL 10 SHEET A-7 N N SIDE - 1/4" PLATE STEEL CONTINUOUS
DATE: 01.28.00
�N N W/ (2) 9/16" (l� HOLE IN ONE SI
1,881# 3 I/8° X 15° GLUE LAMINATED WOOD BEAM 1s ��
16F - V1, DF/WW - ��
3,291# — — -`�1i
7 1/4" x 7 112" BUILT-UP �� (4) 13/16" 0 HOLES
WOOD COLUMN
AND (4) 314" (l� THRU BOLTS.
7 DETAIL - NEW SLAB @ EXISTING D ETAIL 9 DETAIL D ETAIL - BRACKETS ri1 DETAIL - BRACKETS A - 7
A-7 SCALE: 1 112" = 1'-0" A-7 SCALE: 1 1/2" _ -0" 1\,A-7 SCALE: 1 112" = 1'-0" A-7 SCALE: 3" = 1'-0" A-7 SCALE: 3" = 1'-0"
SHEET 8 OF 10