00-0002-017 6
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2" X 6' P.T.WOOD TOP PLATE
3° GALV. METAL DRIP EDGE ATTACHED W/ ENGLERT 2/,GA. 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" LUNG GALV. RING SHANK NAILS @ 4" O.C. LAP 4" MIN. AT PERIMETER LAPS AND W/ APPROVED RING-SHANK, 1IN-CAPPED
@ 4" O.C. (LAP 4" MIN. AT PERIMETER LAPS AND " \
WRAP AROUND 8 LAP 5 MIN. AT CORNERS NAILS 9" O.C. @LAP 8 12" IN TWO U
I, WRAP AROUND 8 LAP 5" MIN. AT CORNERS)
\ ROWS STAGGERED ALONG CENTER OF SHEET z
977# HUGHES TP6x W/ (10) —
ENGLERT 24GA. GALVALUME I SEAM FLAT \�
576# PANEL ON
TN CAPFEDED O.C. N 769#
IOD NAILS TO STUDS
2" X 6" P.T.WOOD STUD @ 16 3/4" PLYWOOD NAILED Wl 80 NAILS @
--- ENGLERT 24GA. GALVALUME I-SEAM FLAT NAILS @ 9" O.C. AT LAP 8 12' IN TWO I j�,j I I' ��'� I I� 111� I I I it �1 I, 6" O.C. ALONG EDGES AND RAFTERS ENGLERT 24GA. GALVALUME -SEAM FLAT
HUGHES RT4$112 STRAP W/ �� I ,7 �I p
PANEL ON
R NG�SHANK, TIN-CAPPED (5) 16D NAILS IN 2" X 10" ROWS STAGGERED ALONG CENTER OF SHEET 3/4" PLYWOOD SHEATHINGK "� 'I �� � w ' 1 ' �� � ��� " �I �I w ��,'� PANEL ON (2) LAYERS #15 FELT APPLIED W W
2' X 4" P.T. BLOCKING W/ (2) HUGHES L RAFTER AND (5) 16D NAILS ' ' ` _ R 26 BAT INSULATION - -- \ �- 2" X 8" P.T. WOOD W/ APPROVED RING-SHANK, TlN-CAPPED W j
\ NAILS 9' O.C. @ LAP 8 12" IN TWO - __ NAILS 9" O.C. @ LAP 8 12' IN TWO z �
AA34 HURRICANE CLIPS @ EA, RAFTER IN EXISTING 2" X 4" STUD WALL — 3/4" PLYWOOD NAILED W/ 8D NAILS @
� r RAPIER @ 16' O.C. � � � Q w
ROWS STAGGERED ALONG CENTER OF SHEET 6" O.C. ALONG EDGES AND RAFTERS --_- ROWS STAGGERED ALONG CENTER OF SHEET >
r�
NAILED W/ (4) 8D GALV. NAILS EACH j S,�U,-�-- -- 5B" STUCCO ON 15# FELT I 16GA. CORRUGATED METAL SOFFIT Q �
TO RAFTER AND BLOCKING �- GALV. MTL. FLASHING OVER ROOF BACKED GLAV. METAL LATH RADIANT BARRIER NAILED W/ 8D NAILS @ 6" O.C. U N o_ � �
"\ MEMBRANE FLASHING 8 COUNTER - _ 3/4" PLYWOOD NAILED W/ 8D NAILS @ ALONG PANEL EDGES AND RAFTERS . X � Lo
3/4" PLYWOOD NAILED W/ 8D NAILS @ O n
3 SOFFIT VENT NEW 2" X IT P.T. WOOD / -- _ 6" O.C. ALONG EDGES AND RAFTERS ° cr #
6" O.C. ALONG EDGES AND RAFTERS FLASHING OVER 4" FIBER CANT GALV. MTL. FLASHING R 26 BAT INSULATION ' Q LL
-
RAFTER @ 6° O.C. \ �- i� 5/8' STUCCO ON 15# FELT
16GA. CORRUGATED METAL SOFFIT �_ ' EXISTING ROOF SHEATHING TO REMAIN 4° FIBER CANT '— 3/4" PLYWOOD FINISH �— � o - �!
HUGHES RT/TWISTED 24112 W/ (9) IOD % / �_ BACKED GALV, METAL LATH
EXISTING 2" X 8' -� 5/8" DRYWALL FINISH n c,
NAILED W/ 8D NAILS @ 6" O.C. � NAILS TO RAFTER AND (9) IOD NAILS ;� '' - �-�� � � � N Q o �
ALONG PANEL EDGES AND RAFTERS TO STUD RAFTER TO REMAIN ROOF MEMBRANE FLASHING 8 HUGHES RT20112TW W/ (5) 16D / GALV. MTL. FLASHING > w
Z EXISTING 2" X 8" RAFTER @ 16" O.C. COUNTER FLASHING, EXTENDED F-T 5/8" DRYWALL FINISH NAILS IN 2" X 10" RAFTER AND
5/8' STUCCO ON 15# FELT 5/8" DRYWALL FINISH
BACKED GALV. METAL LATH �� 5/8" DRYWALL FINISH 6" MIN. OVER ROOF �� �,
X � (5) 16D NAILS IN 2' X 6' STUD i
RADIANT BARRIER .i x kl '1 u _ �' '
:° � - - - _ _ � 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 / 2" X 6° P.T. WOOD STUD @ 16" O.C.
_- -
4" FIBER CANT / @ 16' O.C. TO REMAIN
HUGHES HFTM12 W/ (11) IOD NAILS EXISTING CEILING STRUCTURE % HUGHES RT30112 W/ (6) 16D NAILS
ROOF MEMBRANE FLASHING 8 L (4) ROOF MEMBRANE FLASHING 8
IN STUD AND (6) 3/16" X I /4" �'� 5 I/2° X 9 I/4" BUILT-UP BEAM IN STUD AND 3/i6° X 2° TAPCONS
COUNTER FLASHING, EXTENDED TAP CON IN EXISTING CONCRETE TIE BEAM IN EXISTING CONCRETE TIE BEAM COUNTER FLASHING, EXTENDED
6" MIN. OVER ROOF ���� _ �� HUGHES TP6X W/ (10) � � � � 6" MIN. OVER ROOF
EXISTING ROOF
EXISTING ROOF STRUCTURE TO REMAIN IOD NAILS TO STUDS 4' FIBER CANT
��� _
EXISTING REINFORCED CONCRETE HUGHES SHA6 ON EA. SIDE OF BUILT-UP 3 SECTION @ROOF EXISTING REINFORCED CONCRETE
TIE BEAM AND CONCRETE BLOCK WALL BEAM W/ (4) 172" 0 X 8" BOLTS �%� TIE BEAM AND CONCRETE BLOCK WALL
E DRILLED 8 EPDXY GROUTED 6.25" MIN �� �—� SCALE: 3/4" = I'-0" 1i
INTO EXISTING TIE BEAM AND (2) -�
`- 3/4" 0 MB BOLTS THROUGH BEAM -�
V /
1 WALL SECTION 2 WALL SECTION ( 12 WALL SECTION
A-7 A-7 SCALE: 3/4' = 1'-0" A-7 SCALE: 3/4' = 1'-0" U
SCALE: 3/4" = I'-0"
W
EXISTING ROOF STRUCTURE W
In W
EXISTING REINFORCED TIE BEAM 3/4" PLYWOOD w
U a
a o
HUGHES TP6x W/ (10) Q � Of
IOD NAILS TO STUDS H_ -1 10
TORCH DOWN ROOFING MATERIAL ON • •` 7r4 ' �
2" X 10" P.T.WOOD #30 ANCHOR SHEET ATTACHED W/ 5/8" DRYWALL ON 7/8" HAT CHANNEL Q U LL cr, "o
W/ R-5.4 FOIL BACKED BOARD INSULATION O E o
RAFTER @ 16" O.C. /' APPROVED NAILS AND TIN CAPS @ 12° o STAGGERED IN FIELD AND 6" @ LAPS ON
R-26 BAT INSULATION
3/4" PLYWOOD NAILED W/ 8D NAILS @ \ f o o v
i 4" O.C. ALONG PANEL EDGES AND 6" O.C. r� 2" X 10" P.T. WOOD I ,n 0 C)
2" X 6" P.T. WOOD / ALONG INTERNEDIATE SUPPORTS � I RAFTER @ 16" O.C. J
STUD @ 16" O.C. - � 1
2" X 4' P.T. WOOD NAILER BOLTED
a � / 8 X 12 CONIC. TIE BEAM W/
�- �i R-26 BAT INSULATION -- U� i �' �i' �� �' INTO TIE BEAM W/ 3/4" f NEW 8" X 8' CONIC. SILL W/ (I) #5 (2) #5 TOP AND BOTTOM
NEW 8" WIDE TAPPERED CONCRETE TIE BEAM NEW 8" X 12" CONCRETE TIE ANCHOR BOLTS @ 24° O.C.C. - {! AND #3 TIES AT 12" O.C.
W/ (1) #5 EPDXY GROUTED 5" MIN. INTO BEAM W/ (2) #5 TOP 8 BOTTOM I/2" PLUWOOD FINISH
EXISTING CONCRETE TIE BEAM @ 24" O.c. �� AND #3 TIES @ 12" FOR 4'-0" FROM � - - 3" GALV. METAL DRIP EDGE ATTACHED W/
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
+8 -6 W/ ROOF MEMBRANE FLASHING 8 COUNTER • d @ 4" O.C. LAP 4" MIN. AT PERIMETER AND • I REINFORCEMENT @ 16" VERT. 8 (1) #5 REBAR IN # :h lob,
+9'-5 3/4 T.O.B. „ FLASHING, EXTENDED 6" MIN. OVER ROOF _ i 1 I`'i n WRAP AROUND 8 LAP 5" MIN. AT CORNERS FULLY 1101111 CELL @ EA. END DRILL 8 EPDXY 5" MIN c J
T.O.B. �=,"__ __ --,-__ - — - - - - - R-26 BAT INSULATION �� -- $lUCCO STOP - ,'�aC
+9 I 3 I
5 172" x 9 26 BUILT-UP BEAM — 12 SECTION AT ENTRY
NEW 8" WIDE TAPPERED CONC. TIE BEAM W7 EXISTING 8" CONC. BLOCK WALL i �• a
SEE DETAIL 3 SHEET A-7 FOR -- - - SCALE: 3/4" = I'-0'
- - - ----� -- � (2) #5 TOP & BoT. AND #3 TIES @ 12" c.c. / A-7 � �►� � ,�° �
CONNECTION TO TIE BEAM _ / / ��
EXISTING CONCRETE FOR O" FROM CORNERS AND �8' O.C. MIDSPAN. % tr i� z- • t�
EXISTING 4" CONCRETE SLAB F �.a: � ,• �ti
'\ TIE BEAM 5/8" DRYWALL ON J/S° HAT CHANNEL - - 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 ?\\
°p-a•�• r ��� `
TIE BEAM EXISTING 10" X 18' CONC. FOOTING
- 2" X O" P.T. NAILER BOLTED TO I
1 TIE BEAM W/ 3/4' 0 ANCHOR
BOLTS @ 24" O.C.
(I) #5 REINFORCING @ 24" O.C. DRILLED AND
i Lu
AND EPDXY GROUTED 5° MIN. INTO EXISTING �' /
CONCRETE TIE BEAM U 0, K-)
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4 PARTIAL ELEVATION KITCHEN 5 DETAIL 6 WALL SECTION - LIBRARY WINDOW Cn cli
A-7 SCALE: 1/4" = 1'-0" A-7 SCALE: 3/4" = 1'-0" A-7 SCALE: 3/4" = 1'-0" W
0
cn
U
z
EXISTING 4" CONCRETE SLAB
� (4) 3/4° 0 THRU BOLTS
(1) #5 REINF. @ 12" O.C. DRILLED
RAPIER ��
AND EPDXY GROUTED 5" MIN. NEW 4" CONCRETE SLAB 525# \ �/
INTO EXISTING CONCRETE SLAB w7 6 x 6 w1.4/w1.4 ---� I
\ L.L_
�• - - - - - - - -
NEW 5° CONCRETE SLAB EXISTING 4" CONCRETE SLAB \�I �" -
W/ #5 @ 12" O.C. BOTTOM
AND #4 @ 15" O.C. TEMP. _ #5 REINF. EPDXY GROUTED 5" MIN,
1
6MM VAPOR BARRIER INTO EXISTING CONCRETE SLAB /� - - - - -
- - - - -
_ & 4 � � ��� 11/16" � HOLES � ��, � ( ) 5/8" � THRU BOLTS � � � ail REVISIONS
EXISTING CONCRETE m to 0 N O O N 0 ��� �� �� �I� I� I 2" X 10" P.T. WOOD RAFTERS @ 16" O.C. (2) 5/8° THRU BOLTS- 4
6MM VAPOR BARRIER �� e I , I �� �1, AI �1 1• �' ��
BLOCK STEM WALL da � I NEW RADIANT BARRIER
a A l l II I �,+ `1 10 7.2 2.0 0
EXISTING CONCRETE
"li I�'' NEW R-26 BAT INSULATION T Il. IL �1.
EXISTING CONCRETE FOOTING
BLOCK STEM WALL d — 3/4" PLYWOOD CEILING /�_ — — — — — — — -- + ,27,QQ
EXISTING CONCRETE FOOTING +IT-6" HUGHES HC520 HURRICANE CLIPS �� /
AS-BUILT TIE BEAM
(+) 3/4" 0 TftR —
/ —� T_ + ✓iii) `�
W/ (8) 6GA. X 2 112" WOOD SCREWS IN
T.O.C. 1„ 41• -
���� \ / BEAM AND (6) 8D NAILS IN JOIST z. �' zn�
/A r7777777777=
� I12" (� THRU BOLTS ��
\ I/4" PLATE STEEL
- CONTINUOUS WELD W/ (4 13/16" 0 (2) 9/16" 0 HOLES f `� (1) PER BRACKET SET ° zn�
i 1/4" PLATE STEEL W/ (4) 3/4" t
-i� I ) AND (2) I/2" � THRU BOLTS I
BOLTS THROUGH GLUE LAM. AND - HOLES IN ONE SIDE AND (2) Z2�
j (2) 5/8" 0 BOLTS THROUGH COLUMN o 11/16" 0 HOLES IN SECOND �s
SEE DETAIL 10 SHEET A-7 Ni .i SIDE 1/4" PLATE STEEL CONTINUOUS DATE: 01,28.00
W/ (2) 9/16" 0 HOLE IN ONE St
1,881# 3 1/8" X 15" GLUE LAMINATED WOOD BEAM
i 16F - VI, DF/WW
3,291# ='
7 1/1+" x 7 172" BUILT-UP
WOOD COLUMN (4) 13/16" 0 HOLES
AND (4) 3/4" 0 THRU BOLTS.
r7 '� DETAIL - NEW SLAB @ EXISTING 8 DETAIL rg-""\. DETAIL 10 DETAIL - BRACKETS 11 DETAIL - BRACKETS A - 7
A-7 SCALE: I I12" = I'-O" �-7 SCALE: I I12" = I'-0" A-7 SCALE: I I12" = I'-O" �-7 SCALE: 3" = I'-0" A-7 SCALE: 3" = I'-0"
SHEET 8 OF 10
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