00-0002-034 2" X 6" P.T.WOOD TOP PLAI E
3" GALV. METAL DRIP EDGE ATTACHED W/ ENGLERT 24GA. GALVALUME I-SEAM FLAT
3" GALV. METAL DRIP EDGE ATTACHED W/ 12GA. X I" LUNG 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
WRAP AROUND & LAP 5" MIN. AT CORNERS) ROWS STAGGERED ALONG CENTER OF SHEET z
977# ENGLERT 24GA, GALVALUME I-SEAM FLAT HUGHES TP6X W/ (10) 7699
516# N/NAPPROVED)RING�SHANK TIN-CAPPED P.T.WOIOD NAILS TO STUDS -
----- - - ` r„ +" PLYWOOD NAILED vV/ 8D NAILS @ ^
2" x 6" OD STUD @ 16" O.C. �' r
�- --- ---___ - 6" O.C. ALONG EDGES AND RAPIERS ENGLERT 24GA. GALVALUME I SEAM FLAT
ENGLERT 24GA. GALVALUME I-SEAM FLAT NAILS @ 9' O•C. AT LAP & 12' IN TWO -
HUGHES RT48112 STRAP W/ � U
PANEL ON (2) LAYERS #15 FELT APPLIED ROWS STAGGERED ALONG CENTER OF SHEET 3/4" PLYWOOD SHEATHING PANEL ON (2) LAYERS #i5 FELT APPLIED n
(5) 16D NAILS IN 2" X 10" �,� _ � � W/ APPROVED RING-SHANK TIN-CAPPED / W �
W/ APPROVED RING-SHANK, TIN-CAPPED - J
2" X 4" P.T. BLOCKING W/ (2) HUGHES \ RAFTER AND (5) 16D NAILS _ '�� R-26 BAT INSULATION R�� 81" P.T. WOOD NAILS 9" O.C. @ LAP & 12" IN TWO / i�• z
2
v NAILS 9" O.C. @ LAP & 12" IN TWO 3/4" PLYWOOD NAILED W/ 8D NAILS @ R @ 16° O.C. A >
AA34 HURRICANE CLIPS @ EA. RAFTER IN EXISTING 2' X 4° STUD WALL ROWS STAGGERED ALONG CENTER OF SHEET - - r•>
ROWS STAGGERED ALONG CENTER OF SHEET 6" O.C. ALONG EDGES AND RAFTERS 5/8" STUCCO ON 15# FELT i" - I6GA. CORRUGATED METAL SOFFIT Q
NAILED W/ (4) 8D GALV. NAILS EACH \ _ U
_ - GALV. MIL. FEASTING OVER ROOF BACKED GLAV. METAL LAIN RADIANT BARRIER i NAILED W/ 8D NAILS O.C. 00 -
TO RAFTER AND BLOCKING / 3/4" PLYWOOD NAILED W/ 8D NAILS @
�- i ALONG PANEL EDGES AND RAFTERS O 1`0 LID
�� 3/4" PLYWOOD NAILED W/ 8D NAILS @ NEW 2" X 10" P,T. WOOD MEMBRANE FLASHING & COUNTER - R 26 BAT INSULATION 6" O.C. ALONG EDGES AND RAFTERS �� F° #
3' 0 SOFFIT VENT �� 6' O.C. ALONG EDGES AND RAFTERS FLASHING OVER 4" FIBER CANT GALV. MTL. FLASHING 3/4" PLYWOOD FINISH - 15# FELT v
RAFTER @ 16" O.C. EXISTING ROOF SHEATHING TO REMAIN + FIBER CANT 5/8" STUCCO ON METAL LATH
16GA. CORRUGATED METAL SOFFIT \ FINISH BACKED GALV. ME _ N Q o J
HUGHES RT/TWISTED 24112 W/ (9) OD EXISTING 2' X 8� 5/8 DRYWALL FIN � v,
- ��� 518 DRYWALL FINISH HUGHES RT2012TW W/ (5) 16D GALV. MTL. FLASHING
- EXISTING 2" X 8" RAFTER @ 16" O.C. COUNTEREf ASHIING, EXTENDED
NAILED W/ 8D NAILS @ 6" O.C. �, NAILS TO RAFTER AND (9) IOD NAILS RAFTER TO REMAIN d i
ALONG PANEL EDGES AND RAFTERS TO STUD NA LS IN 2" X 10" RAFTER AND
5/8° STUCCO ON 15# FELT - 5/8" DRYWALL FINISH 5/8" DRYWALL FINSH
6" MIN. OVER ROOF (5) 16D NAILS IN 2' X 6 STUD
BACKED GALV. METAL LATH
RADIANT BARRIER - � " � � ' '�� �+ - t �� i-� 5/8" DRYWALL FINISH
OF — #
�. EXISTING 2" X 8" ROOF RAFTERS � 96
GALV. MTL. FLASHING NEW R-26 BAT INSULATION 2" X 6" P.T. WOOD STUD @ 16" O.C. / � --_.__-
:,t''; 2" X 6" P.T. WOOD STUD @ 16" O.C. EXISTING 2" X 4" @ '6" 0•C. STUDS
@ 6" O.C. TO REMAIN - -
4" FIBER CANT EXISTING CEILING STRUCTURE -- HUGHES RT30I12 W/ (6) 16D NAILS
� � � HUGHES IIFTM2 W/ (II) OD NAILS 5 I 12" X 9 /4° BUILT-UP BEAM IN STUD AND (4) 3/16" X 2° TAPCONS � ROOF MEMBRANE FLASHING &
ROOF MEMBRANE FLASHING & / IN STUD AND (6) 3/16" X 1 1/4" \ COUNTER FLASHING, EXTENDED
COUNTER FLASHING, EXTENDED TAP CON IN EXISTING CONCRETE TIE BEAM HUGHES 1P6X W/ (10)--
IN EXISTING CONCRETE TIE BEAM
6" MIN. OVER ROOF
6" MIN. OVER ROOF -
EXISTING ROOF STRUCTURE TO REMAIN IOD NAILS TO STUDS 4" FIBER CANT
- \y
EXISTING ROOF
--- EXISTING REINFORCED CONCRETE HUGHES SHAG ON EA. SIDE OF BUILT-UP EXIST NG REINFORCED CONCRETE
---
r. TIE BEAM AND CONCRETE BLOCK WALL BEAM W/ (4) 112" SOX 8" BOLTS TIE BEAM AND CONCRETE BLOCK WALL ----C—
DRILLED & EPDXY GROUTED 6.25" MIN \ '_
INTO EXISTING TIE BEAM AND (2) _
3/4" 0 MB BOLTS THROUGH BEAM
V
1 WALL SECTION 2 WALL SECTION r,3 SECT ION @ROOF (�l 2 WALL SECTION
SCALE: 3/4" - 1'-0" SCALE: 3/4' - 1' -7 U
A 7 - A-7 ' - 0° A— / SCALE: 3/[," = I' 0"
A—7 SCALE: 3/4' = i'-0'° W
0
— U
Q
EXISTING ROOF STRUCTURE W
v
W
EXISTING REINFORCED TIE BEAM I— u
Q o Ln
HUGHES TP6X W/ (10) W w o
OD NAILS TO STUDS IL
TORCH DOWN ROOFING MATERIAL ON 5/8" DRYWALL ON 7/8" HAT CHANNEL Q U a o
2" X 10" P.T.WOOD #30 ANCHOR SHEET ATTACHED Al I W/ R-5.4 FOIL BACKED 30ARD INSULATION = 0 ^ o o°
RAFTER @ 16" O.C. APPROVED NAILS AND TIN CAPS @ 12" rn Q
Z- STAGGERED IN FIELD AND 6" @ LAPS ON U (n 10 <
4" O.C. ALONG PANEL EDGES AND 6
Q � F
R-26 BAT INSULATION 3/4" PLYWOOD NAILED W/ 8D NAILS @ O C 13 Lo Lo U)
2" X 6" P.T. WOOD ALONG INTERNEDIATE SUPPORTS J
STUD @ 6' O.C. ,- 2" X 4" P.T. WOOD NAILER BOLTED
R-26 BAT INSULATION - i r I ,� INTO TIE BEAM W/ 3/4" 0 NEW 8'' X 8" CONC. SILL W/ (I) 45
NEW 8" WIDE TAPPERED CONCRETE TIE BEAM — NEW 8" X 12" CONCRETE TIE ANCHOR BOLTS @ 24" D.C.
W/ (1) #5 EPDXY GROUTED 5" MIN. INTO BEAM W/ (2) #5 TOP & BOTTOM 1/2" PLUWOOD FINISH
3 GALV. METAL DRIP EDGE ATTACHED W/
/ -
EXISTING CONCRETE TIE BEAM @ 2/+" O.C. AND #3 TIES @ 12" FOR 4'-0" FROM .�
/ CORNERS AND 48" O.C. MIDSPAN GALV. MTL. FLASHING OVER 4" FIBER CANT - ,._--- 12GA. X I" LUNG GALV. RING SHANK NAILS •� - NEW 8" CONC. BLOCK W/ HORIZONTAL JOINT
W/ ROOF MEMBRANE FLASHING & COUNTER , @ 4" O.C. LAP 4" MIN. AT PERIMETER AND , REINFORCEMENT @ 16" VERT. & (1) 45 REBAR IN
/ FLASHING, EXTENDED 6" MIN. OVER ROOF :�° WRAP AROUND & LAP 5" MIN. AT CORNERS FULLY GROUTED CELL @ EA. END DRILL & EPDXY 5" MIN
LL --� — — R-26 BAT INSULATION _ -- STUCCO S-OP �J
T.O.B.
F_-
en
R-26___� __�__�__- = —i- - -+ - - _ -1- -
I I I I I 1 I I 1 I I '".'• ° EXISTING 8" CONIC. BLOCK WALL I_'j
\ a ; 5 1/2" X 9 1/4" BUILT-UP BEAM r -- - - NEW 8" WIDE TAPPERED CONC. IIE BEAM W/
----_ -: SEE DETAIL 3 SHEET A-7 FOR (2) #5 TOP & BOT. AND #3 TIES @ 12 O.C. ' 0 '
-- -_------_ t - ' ..
EXISTING CONCRETE RS AND 48" O.C. MIDSPAN. �J�e� ° °
- Y 1 EXISTING 4" CONCRETE SLAB I ''e. ,•°�
_._ -- - HEG HT OSLOPES @ 3/16° PER POUT TO MATCH �, �����" 'r .•��f��� .
CONNECIION TO
\• TIE BEAM 5/8" DRYWALL ON 7/8' HAT CHANNEL
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 ' EXISIING 10" X 18" CONC. FOOTING
TIE BEAM W/ 314" 0 ANCHOR
BOLTS @ 24" O.C. '
(1) 45 REINFORCING @ 24" O.C. DRILLED AND
W u
AND EPDXY GROUTED 5" MIN. INTO EXISTING I U <
CONCRETE TIE BEAM
zLuQ
Of
Q 0
o LL
- 0
4 PARTIAL ELEVATION @ KITCHEN 5 DETAIL �— 6 WALL SECTION — LIBRARY WINDOW cn N oo
A—7 SCALE: 1/4" - 1'-0" A—7 SCALE: 3/4" - 1'-0" A—7 SCALE: 3/4" = I' 0" N
LL �
0
z
�0 ryEXISTING 4" CONCRETE SLAB (4) 314" 0 li-IRU BOLTS
(1) #5 RELINE. @ 12" O.C. DRILLED I RAPIER by
AND EPDXY GROUTED 5" MIN. NEW 4" CONCRETE SLAB 525#
INTO EXISTING CONCRETE SLAB w/ 6 X 6 W1.4/w1.4 — - ry
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.
INTO EXISTING CONCRETE SLAB
6MM VAPOR BARRIER 4 •� • 4 o ° - 5 -� II/16" 0 HOLES 5• I (4) 5/8° 0 THRU BOLTS I I — — — — — 1— — — — — REVISIONS
® r ®® � m ® - ® ■ l ® m ® w ® ® 2" X 0" P.T. WOOD RAFTERS ERS @ 6" O.C. (2) 578" (C) T FIRU BOLTS a i I z
EXISTING CONCRETE , _•
-
BLOCK STEM WALL -� 44 _ 6MM VAPOR BARRIER „- - NEW RADIANT BARRIER t 1 A
EXISTING CONCRETE
- NEW R-26 BAT INSULATION i z i," [2•
\ \ 3/!+' PLYWOOD CEILING
Y BLOCK STEM WALL O -�� ";i r _ _ _ _ _ �
EXISTING CONCRETE FOOTING � �
- - + � 6" - - HUGHES HC520 HURRICANE CLIPS _ — — - (4) 3/4" (0 THR
y K� N +- - — — —
EXISTING CONCRETE FOOTING
S IN -
�� -
T. C. w/ (8) 6GA. x 2 112" WOOD sazEw
BEAM AND 6 8D NAILS IN JOIST I�_ —
' O - " v
T 112" (l0 THRU BOLTS
1/4" PLATE STEEL 2
- t (2) HOLES 3' (1) PER BRACKET SET
9/16' � to
CONTINUOUS WELD w/ (4) 13/16" - t
I/l+ PLATE STEEL W/ (4) 3/4" � 'I AND (2) I/2" � THRU BOLTS fi—
---
- -
BOLTS THROUGH GLUE LAM. AND - O 'O
HOLES IN ONE SIDE AND D
I �
(2) 5/8" 0 BOLTS rFURouGH COLUMN
it/16" � HOLES IN SECOND -'-�' �\
SEE DETAIL 10 SHEET A-7 ��
SIDE 1/4" PLATE STEEL CONTINUOUS DATE: 01.28.00
N Nj I W/ (2) 9/16" 0 HOLE IN ONE SI
--- 3 1/8" X 15" GLUE LAMINATED WOOD BEAM
y 1,881#�
� � 16F - VI, DF/ww
3,2914
-- _ 1
7 1/4" x 7 112" BUILT-UP
(
WOOD COLUMN ` 4) 13/16" 0 HOLES
AND (4) 311+" 0 THRU BOLTS.
7 DETAIL NEW SLAB EXISTING (�8 DETAIL 9 DETAIL 10 DETAIL — BRACKETS 11 DETAIL — BRACKETS /\ - 7
A—7 SCALE: 1 112" = 1'-0" A—7 SCALE: 1 112" = 1'-0" A— J SCALE: 1 112" = I'-0" A— I SCALE: 3" = 1'-0" A SCALE: 3" = 1'-0"
SHEET 8 OF 10