00-0002-024 2" X 6' P.T.W000 TOP PLATE y -
3" GALV. METAL DRIP EDGE ATTACHED W/ ENGLERT 24GA. GALVALUME I-SEAM FLAT
3" 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/ AFP42 ED RING-SHANK, TIN-CAPPED '
@ 4" O.C. (LAP 4" MIN. AT PERIMETER LAPS AND WRAP AROUND & LAP 5' MIN. AT CORNERS NAILS 9" 0,1, @ LAP & 12" IN TWO U
WRAP AROUND & LAP 5" MIN. AT CORNERS) ROYVS STAGGER€D ALONG CENTER OF SHEET
977# ENGLERT 24GA. GALVALUME I-SEAM FLAT
HUGHES TP6X W/ ( 0) 7691t
576# PANEL ON (2) LAYERS #15 FELT APPLIED 100 NAILS TO STUDS
------- -�_� 3/4" PLYWOOD NAILED W/ 8D NAILS @
W/ APPROVED RING-SHANK, TIN-CAPPED 'n
2' X 6" P.T.W000 STUD @ 16' O.C. � � V
ENGLERT 24GA. GALVALUME I SEAM FLAT NAILS @ 9" O.C. AT LAP & 12" IN TWO -- 6" O:C. ALONG EDGES AND RAFTERS ENGLERT 24GA. GALVALUME I-SEAM FLAT
HUGHES RT48112 STRAP W/ PANEL ON (2) LAYERS #15 FELT APPLIED Lu
PANEL ON (2) LAYERS #15 FELT APPLIED ROWS STAGGERED ALONG CENTER OF SHEET 3/4" PLYWOOD SHEATHING _� _
(5) 16D NAILS IN 2 X 10" W/ APPROVED RING-SHANK, TIN-CAPPED W I— '
W/ APPROVED RING-SHANK, TIN--CAPPED ` w rn
2' X 4' P.T. BLOCKING W/ (2) HUGHES RAFTER AND (5) 16D NAILS R-26 BAT INSULATION 2" X 8" P.T. WOOD
NAILS 9" O.C. @ LAP & 12" IN TWO `- s NAILS 9" O.C. @LAP & 12' IN TWO w
3/4' PLYWOOD NAILED W/ 8D NAILS @ - Q
AA34 HURRICANE CUPS @ EA. RAFTER IN EXISTING 2° X 4" STUD WALL --� RAFTER @ 16" O.C. — >
ROWS STAGGERED ALONG CENTER OF SHEET 6" O.C. ALONG EDGES AND RAFTERS 5/8" STUCCO ON 15# FELT ROWS STAGGERED ALONG CENTER OF SHEET 16GA. CORRUGATED METAL SOFFIT Q
NAILED W/ (4) 8D GALV. NAILS EACH u 00
GALV. MTL. FLASHING OVER ROOF BACKED GLAV. METAL LATH RADIANT BARRIER NAILED W/ 8D NAILS @ 6' O.C. r-
TO RAFTER AND BLOCKING
3/4' PLYWOOD NAILED W/ 8D NAILS @ 00 CC)
3/4" PLYWOOD NAILED W/ 8D NAILS @ MEMBRANE FLASHING & COUNTER �� / ALONG PANEL EDGES AND RAFTERS O
3' 0 SOFFIT VENT NEW 2" X10" P.T. WOOD / / 6" O.C. ALONG EDGES AND RAFTERS ° o' 4t
_/ FLASHING OVER 4" FIBER CANT GALV. MTL. FLASHING R-26 BAT INSULATION LL
6" O.C. ALONG EDGES AND RAFTERS RAFTER @ 16" O.C. :51- 5/8" STUCCO ON 15# FELT cS
16GA. CORRUGATED METAL SOFFIT EXISTING ROOF SHEATHING TO REMAIN 4" FIBER CANT 3/4° PLYWOOD FINISH BACKED GALV. METAL LATH ° N
HUGHES RT/TWISTED 24112 W/ (9) IOD EXISTING 2' X 8" � ro
NAILED W/ 8D NAILS @ 6" O.C. 5/8" DRYWALL FINISH Q � J
NAILS TO RAFTER AND (9) 100 NAILS RAFTER TO REMAIN ROOF MEMBRANE FLASHING & ,® HUGHES RT20112TW W/ (5) 16D GALV. MTL. FLASHING
ALONG PANEL EDGES AND RAFTERS TO STUD 5/8" DRYWALL FINISH
EXISTING 2" X 8° RAFTER @ 16" O.C. COUNTER FLASHING, EXTENDED NAILS IN 2" X 10" RAFTER AND
(5) 16D NAILS IN 2" X 6" STUD" MIN. OVER ROOF
5/8' STUCCO ON 15# FELT 5/8" DRYWALL FINISH 5/8" DRYWALL FINISH 6 I i'
BACKED GALV. METAL LATH RADIANT BARRIER _ _ - - _ FJ 5/8" DRYWALL FINISH
GALV. MTL FLASHING EXISTING 2" X 8" ROOF RAFTERS �
96#
2" X 6" P.T. WOOD STUD @ 16" O:C. EXISTING 2" X 4' @ 16" O.C. STUDS NEW R-26 BAT INSULATION @ 16" O.C. TO REMAIN 2' X 6" P.T. WOOD STUD @ 16" O.C.
4' FIBER CANT
HUGHES HFTM12 W/ (II) IOD NAILS EXISTING CEILING STRUCTURE HUGHES RT30112 W/ (6) 16D NAILS
ROOF MEMBRANE FLASHING & IN STUD AND (6) 3/16" X 1 1/4" ROOF MEMBRANE FLASHING 8c
COUNTER FLASHING, EXTENDED � 5 I/2" X 9 I/4" BUILT-UP BEAM IN STUD AND (4) 3/16" X 2" TAPCONS
COUNTER FLASHING, EXTENDED
IN EXISTING CONCRETE TIE BEAM 6" MIN. OVER ROOF
TAP CON IN EXISTING CONCRETE TIE BEAM
6' MIN. OVER ROOF HUGHES TP6X W/ (10)
EXISTING ROOF
EXISTING ROOF STRUCTURE TO REMAIN IOC) NAILS TO STUDS 4" FIBER CANT
EXISTING REINFORCED CONCRETE HUGHES SHA6 ON EA. SIDE OF BUILT-UP EXISTING REINFORCED CONCRETE
TIE BEAM AND CONCRETE BLOCK WALL BEAM W/ (4) 112" 0 X 8" BOLTS 3 SECT ION @ ROOF TIE BEAM AND CONCRETE BLOCK WALL
DRILLED & EPDXY GROUTED 6.25" MIN A-7 SCALE: 3/4' = 1'-0"
INTO EXISTING TIE BEAM AND (2)
3/4' 0 MB BOLTS THROUGH BEAM
V
1 WALL SECTION 2 WALL SECTION 12 WALL SECTION
SCALE: 3/4" = 1'-0" A-7 SCALE: 3/4" = 1'-0" A— / W
SCALE: 3/4' = I'-0"
I—
- U
71 zQ
EXISTING ROOF STRUCTURE W
Lu
EXISTING REINFORCED TIE BEAM 3/4" PLYWOOD I-. U
V Q
Q o
HUGHES TP6X W/ (10) W w o `o
rl
100 NAILS TO STUDS TORCH DOWN ROOFING MATERIAL ON • •'s e• • ~ li 10
5/8' DRYWALL ON 7/8" HAT CHANNEL Q U cT 10
2' X 10" P.T.WOOD #30 ANCHOR SHEET ATTACHED W/ W/ R-5./i FOIL BACKED BOARD INSULATION = O ^ E o 0
RAFTER @ 16' O.C. APPROVED NAILS AND TIN CAPS @ 12" _
STAGGERED IN FIELD AND 6" @ LAPS ON • 4D ao • U
R-26 BAT INSULATION 3/4' PLYWOOD NAILED W/ 8D NAILS @ ° ° l/ / 0 1:a <
'o 4t
-
-\ 4' O.C. ALONG PANEL EDGES AND 6" O.C. Q 00 0 0
2 " X 6' P.T. WOOD j ALONG INTERNEDIATE SUPPORTS RAFTER @ 16"o04D ,n
STUD @ 16" O.C.
2" X 4" P.T. WOOD NAILER BOLTED 8 X 12 CONC. TIE BEAM W/
L7 R-26 BAT INSULATION f� �- INTO TIE BEAM W/ 3/4' 0 NEW 8" X 8' CONC. SILL W/ (1) #5 (2) #5 TOP AND BOTTOM
/ NEW 8" WIDE TAPPERED CONCRETE TIE BEAM NEW 8" X 12" CONCRETE TIE ANCHOR BOLTS @ 24' O.C. I _ AND #3 TIES AT 12" O.C.
W/ (I) 45 EPDXY GROUTED 5° MIN. INTO BEAM W/ (2) #5 TOP & BOTTOM
I12" PLUWOOD FINISH
3° GALV. METAL DRIP EDGE ATTACHED W/
EXISTING CONCRETE TIE BEAM @ 24" 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' LONG GALV. RING SHANK NAILS '�/ NEW 8' CONC: BLOCK W/ HORIZONTAL JOINT
+8 -6 1 W/ ROOF MEMBRANE FLASHING & COUNTER ` @ 4" O.C. LAP 4" MIN. AT PERIMETER AND e REINFORCEMENT @ 16" VERT. & (1) #5 REBAR IN \`. � " •`'�• l�
+9'-5 3/4" T,O:B. " FLASHING, EXTENDED 6" MIN. OVER ROOF �° WRAP AROUND & LAP MIN. AT CORNERS t = FULLY GROUTED CELL @ EA. END DRILL & EPDXY 5" MIN
T.O.B. -�- -� - -�- - _E- _-7=_"�-
M77� R-26 BAT INSULATION �•. � STUCCO STOP�.8. —�=� t 12 SECTION AT ENTRY
5 1/2" X 9 1/4" BUILT-UP BEAM NEW 8" WIDE TAPPEFaI� CUNC: TIE BEAM W/ EXISTING 8" CONC. BLOCK WALL SEE DETAIL 3 SHEET A-7 FOR t -7 SCALE: 3/4' = 1'-0' % .� ;� " *C . , 1
CONNECTION TO TIE BEAM �j (2) #5 TOP & BOT: A`i;) #3 TIES @ 12" O.C. t� A– / =
EXISTING CONCRETE FOR 4'-0" FROM COPIlt PS AND 48" O.C. MIDSPAN. I ! �� • �� '
EXISTING 4" CONCRETE `:'_r,B �� '� •"• • a
HEIGHT SLOPES @ 3/i'� PER FOOT TO MATCH f I �'r� ►j• �'
TIE BEAM 5/8° DRYWALL ON 7/8' HAT CHANNEL °�� tr � ••••• � - -~
- EXISTING CONCRETE ROOF SLOPE SEE DEI',L 4 SHEET A-7 � cG
� W/ R-5.4 FOIL BACKED BOARD INSULATION
TIE BEAM 2" X 10" P.T. NAIL[I' 01-TED TO t EXISTING 10' X 18" C(,P'(. FOOTING ���►,��` `V`"•e '
TIE BEAM W/ 3/4" 0 `:NCHOR t.
BOLTS @ 24" O.C. t
— (1) #5 REINFORCING �' :'4° O.C. DRILLED AND
AND EPDXY GROUTED ` MIN. INTO EXISTING u--1 u
CONCRETE TIE BEAM U Of rij
zujo
nil Qr- of
^ 0
Q J
4 PARTIAL ELEVATION @ KITCHEN 5 DETAIL r r— 6 WALL SECTION - LIBRARY WINDOW cn co
A-7 SCALE: 1/4" = 1'-0' A-7 SCALE: 3/4' = 1'-0" ' I A–7 ALE: 3/4" = 1'-0" ui `o _
0
V)
z
- - o
EXISTING 4" CONCRETE SLAB -------- (4) 3/4" 0 THRU BOLTS ry
(1) #5 REINF. @ 12" O.C. DRILLED RAFTER
AND EPDXY GROUTED 5" MIN. NEW 4" CONCRETE SLAB 525#
INTO EXISTING CONCRETE SLAB w/ 6 x 6 w1.4/w1.4 N�
NEW 5" CONCRETE SLAB 1(4)EXISTING 4" CONCRETE SLAB W/ #5 @ 12" O.C. BOTTOM
AND #4 @ 15" O.C. TEMP. #5 REINF. EPDXY GROUTED 5" MIN.6MM VAPOR BARRIER INTO EXISTING CONCRETE SLAB - -- - - -- - -4 � o ° 11/16" 0 HOLES I 5/8" Ili THRU BOLTS I I REVISIONS
L 0 r to m m 0 ■ ■ r r 2" x 10" P.T. WOOD RAFTERS @ 16" O.C. (2) 5/8" 0 THRU BOLTS 44.
EXISTING CONCRETE �\° _ 1, ��
BLOCK STEM WALL do 6MM VAPOR BARRIER \ NEW RADIANT BARRIER I4 2 z
EXISTING CONCRETE \� ° a Q I \ \ _— NEW R-26 BAT INSULATION - - �t I I 4' 2 14 71" SECT. DWG. ADDED
EXISTING CONCRETE FOOTING ) �� �!' -- - - �' - - - - -
\ � m � � _— 3/4'" PLYWOOD CEILING
BLOCK STEM WALL � °
EXISTING CONCRETE FOOTING }1Q I-6 HUGHES HC520 HURRICANE CLIPS - - - _ -
\ 3/
T .0 w/ C8) 6GA. X 2 I/2
.O . " WOOD SCREWS IN _ I (4) 4" Ill THR
r YY BEAf1 AND (6) 8D NAILS IN JOIST 42
I[� Z• I4 3
1/4" PLATE STEEL I12" 0 THRU BOLTS
/ I/4° PLATE STEEL W/ (4) 3/4"
=ice AND (2) 1/02" OLES BOLTS 3"
i - HOLES IAN ONES E AND4(2�/16" � (I) PER BRACKET SET
BOLTS THROUGH GLUE LAM. AND _
(2) '5/8" 0 BOLTS THROUGH COLUMN 11/16" 0 HOLES IN SECOND
SEE DETAIL 10 SHEET A-7 N } _� SIDE I/4° PLATE STEEL CONTINUOUS DATE: 01.28.00
W/ (2) 9/16" 0 HOLE IN ONE SI
3 1/8" X 15" GLUE LAMINATED WOOD BEAM
1,881# 16F - VI, DF/WW
3,291#
7 1/4" x 7 112" BUILT-UP
WOOID COLUMN (4) 13/16" @ HOLES
AND (4) 3/4" 0 THRU BOLTS.
7 DETAIL - NEW SLAB @ EXISTING 8 DETAIL 9 DETAIL 10 DETAIL - BRACKETS 11 DETAIL - BRACKETS A - 7
�-7 SCALE: 1 112" = 1'-0" A-7 SCALE: 1 112" = 1'-0" A-7 SCALE: 1 112' = 1'-0"
A-7 SCALE: 3' = I'-0" - SCALE: 3' = I'-O"
SHEET 8 OF 10