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CEMENT TILE ROOF TO MATCH EXIST. a
OVER J90 FELT HOT MOPED - - - B B B B A B B m
W/30, ANCHOR SHEET TIN TAGGED DOOR AND WINDOW NOTES: = W
5/8 EXTERIOR GRADE PLYWOOD o
ROOF NAILING: 8d NAILS C C-- C
0 6" O.C. AT PANEL EDGES 1. WINDOW AND DOOR ASSEMBLIES AND THEIR INSTALLATION SHALL BE IN
AND A INTERME WTE cn
SUPPORTS do 4 O.C. 0 ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AS SET FORTH w
GABLE ENDS. IN APPROVED PRODUCT CONTROL SUBMITTALS PER THE S.F.B.C. °C
PREFAB. w4. TRUSSES 2. ALL FIXED GLASS PANELS SHALL BE 3/16" SAFETY GLASS. ALL GLASS USED C C C C z
SEE FRAMING, S-2 INSIDE OF DWELLING TO BE TEMPERED.
12 3. EGRESS TYPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT 0
SEE ELEVATIONS REFER TO DETAIL 1, S-3 THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT, AND SHALL C C C
PROVIDE A CLEAR OPENING OF NOT LESS THAN 20" WIDE, 24" HIGH, AND _
5.7 SQ. FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE B B B B A B B +�
EXISTING JOIST 3• Gq�V PLACED HIGHER THAN 44" ABOVE THE FLOOR, AND NO PART OF THE 6 25• ,L6 6• L 15 1.2• L 15 1,2, 151,2, 15 1�2• 6 N O 0
_ TDRtP- �NG ON T. MECHANISM SHALL BE PLACED HIGHER THAN 54 ABOVE THE FLOOR. (1J N C
R-11 INSULATION 0 1 X2' P.T. WOOD BLOCKING ((TYP.) 4. PROVIDE HURRICANE SHUTTERS APPROVED BY COUNTY PRODUCTS CONTROL 37, 74, (� O c
2 -0 1'X60 P.T. W. FASCIA 0- � • +J
8' c.w.B. ON 1X3 P.T. wD. STUCCO ON MTL. LATH w�( 6'x8' AT ALL REQUIRED DOOR AND WINDOW OPENINGS. MK'D ANCHOR TYPE/SIZE EMBED SHIM 0 � 3
FURRING STRIPS A 24. O.C. SCREE�1 y�� ® 48• p, • (0 0
5. ONE EXTERIOR DOOR (NOT IN GARAGE) TO BE APPROVED FOR MISSLE A TAPCON 1/4" 1' 1/2" —� �- � N
1 • p T � CONCRETE TIE BM., SEE S-3 IMPACT PER COUNTY PRODUCTS C h REQUIREMENTS. � 0
CEILING®INTERSE'INTERSECTIONS 6. WINDOW SILL AT 2nd FLOOR SHALL BE 30" MIN. AFF. SEE WINDOW B TAPCON 1/4" 1' 1/2 "O
2
SCHEDULE FOR EGRESS TYPE WINDOWS. C TAPCON 1/4" 1 1/2 1/2" Q a
EXrST1NG CONC. � (�,j O
518' STUCCO (TYPICAL) DOOR AND WINDOW BUCK INSTALLATION D S S, SMS # 6 W O -
5/8- ,G.W.B. ON P.T. W. TYP WINDOW FRAME ANCHORING TO JAMBS SILL HEAD (� :E, SEE SCHEDULE A A-2 0
BRING STRIPS A 16. O. WINDOW, INSTALLATION OF 1x3 WOOD FILLER WHEN THE REQUIRED 2x ' '
0)R-4.2 INSULATION BUCK IS NOT INSTALLED IN ACCORDANCE WITH THE O 0- Q
CONC. CAP , SEE S-3 REQUIREMENTS OF THE PRODUCT APPROVAL.ATTACH THE 1x3 r"
WOOD FILLER AND WINDOW IN THE FOLLOWING MANNER: 0 p
APPLIED 4' WOOD BASE 1. ATTACH 1 3 FILLER TO MASONRY STRUCTURE WITH Z
(TYPICAL) CONC. BLOCK wALL, SEE s-3 .099" 0 x2� LONG GALVANIZED PNEUMATIC NAILS ® 8" O.C. W
4• THICK � . WHERE PRODUCT APPROVAL REQUIRES WINDOW/DOOR TO NOTE: P R 0 VI D E HURRICANE SHUTTERS (� Of
SLAB w/ s'xs ,VAPO W.W.F.wwF BE INSTALLED WITH 18 OR #10 SCREWS, ALLOW SUCH APPROVED B Y C 0 U N TY P R 0 D U C TS w
ON � �' VAPOR �_'? SCREWS TO BE SUBSTITUTED (USING SAME SPACING) WITH
BARRIER ON s MW. WELL 6' Baow EXISTING 3/16" x 2 1/4" LONG (MINIMUM APPROVED CONCRETE CONTROL AT ALL REQUIRED DOORS
COMPACTED FILL ) I-- () In �
ANCHORS WITH A MINIMUM EMBEDMENT OF 1 1/4- INTO- AND WINDOW OPENINGS. Q `" °'.
• -� - •+ -�- - CONCRETE BLOCK. ,J r O
COMPACT FILL TO 00 W U- (0
95% PROCTOR FIN GRADE 3. WHERE PRODUCT APPROVAL REQUIRES WINDOW/DOOR TO (0
MAX DENSITY =��=•y`=+- :; 11111=11111=11111=11111=11111 IIII=1111 =1111= BE INSTALLED WITH #12 OR HIGHER SCREWS, ALLOW SUCH r� Q In
y ' ` =11111- 11111-11111= SCREWS TO BE SUBSTITUTED (USING SAME SPACING) WITH w O
• • . 1/4" x 2 1/4" LONG (MINIMUM) APPROVED CONCRETE
EXISTING FOOTER AND .•, • .• ..�, ...4. ANCHORS WITH A MINIMUM EMBEDMENT OF 1 1 4" INTO
SLAB CONC. FOOTING, SEE S-3 / U
CONCRETE BLOCK. O Z
4. LIMIT SHIMMING GAP SPACE TO A TOTAL OF 1/4" ON EACH + O • X
SIDE. + + + i7 Q
A TYP. WALL SECTION
SCALE 3/4 \1/2"1/2" EXP. BOLTS 0 6" yj
FROM ENDS AND 0 �"
24 MAX. INTERMEDIATE, a,s��� •• '
+ STAGGERED. :
BOTTOM OF EXISTING
STRUCTURE R-11 FIBERGLASS
INSULATION CONC. BM./ LINTEL , 1' X 3 PT. WD. BLOCKING
2" x 4" 0 16" O.C. s
WOOD STUDS GARAGE DOOR DETAIL.
. 2
2" x 4" WD. FlRESTOP -
2
MIDWAY STUCCO 1/2- DRYWALL _ SCALE 1 /4
5/8" TYPE X GYP. BD. CAULK
BOTH SIDES, APPLIED " "
VERTICALLY ATTACHED 099 0/ X 2 LONG GAV.
WITH 1" LONG N0. 6 PERIMETER CAULKIING $» O.C. ( �
DRYWALL SCREW TO EA. AND BACK BEDDING HEAD
SIDE. SCREWS 8 O.C. z
AROUND PERIMETER & 2 x 8 P.T. WOOD JAMB , I
12" O.C. ON INTERMEDIATE
STUDS AS PER TABLE SNAP I GLAZING ATTACHED TO BLOCK w/ 1/2" w
37-B ITEM 72 OF SFBC. BEAD TYPICAL ) 8 EXPANSION BOLTS 0 24" O.C.
AND 6 FROM TOP & BOTTOM.
1 X 3 PT. WD. BLOCKING � w
1" X FINISH WOOD VINYL WEATHER W/ .099" 0 X 27 LONG r ) w
STRIPPING GALV. PHEUMATIC �, V 1 ll�
2» NAILS ® 8 W O.C. r- 1 X 2» STUDS 0 16 O.C. �-
WITH 5/8" GYPSUM BOARD PERIMETER CAULKING CAULK i U) Q
FOR ELECTRICAL SYSTEM NOT & BACK BEDDING ,--MARBLE SILL 0
TO PENETRATE FIRE RATED WALL. —
I i 4
4" WOOD BASE ACONC. SILL OVERHEAD GARAGE DOOR _ u� O
I � �
2" x 4" P.T. WD. SOLE PLATE SILL VINYL DOOR STOP LL
NAILED TO SLAB
STUCCO FINISH CONC. TIE COL. z "
A;4. 8" x 10" THICKEN SLAB EDGE �-
W/ 1#5 CONT. AND #5 DOWELS O u� Q
INTO EXIST. SLAB 4' O.C. WINDOW DETAIL GARAGE DOOR DETAIL -
1 3
EXISTING CONC. SLAB 2 SCALE N TS -2 SCALE 3/4"
JOB No. 0007
CAD FILE: MONT1
g TYP. WALL SECTION DATE: 4-12-00
SCALE 3/4" IA — 4
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