00-0045-018 PRE—FABRICATED ENGINEERED
WOOD TRUSSES AT 24" O.C.
HUGHES DTC ISSUANCE FOR
CEMENT TILE ROOF ON A LAYER OF 90 LB. �
TRUSS ANCHOR 0 12 �
ASPHALT FELT HOT MOPPED OVER 30 LB. FELT
m UNDERLAYMENT TIN—TAGGED AT 12" ON CENTER 5 ❑BIDDING SET ONLY
m STAGGERED TO 19/32" CDX PLYWOOD SHEATHING ❑CONSTRUCTION SET ONLY
CONCRETE TIE BEAM APPROVED METAL ANCHOR @ EA. TRUSS ❑BUILDING PERMIT ONLY
® SEE ANCHOR SCHEDULE ON ROOF FRAMING PLAN
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® ®m o _ PERIMETER COURSE OF SPANISH "S" TILE SHALL BE F5 REV3 r. �'�� +
CD oo ° °o ° _ ° - ° _ INSTALLED W/ CUPS MECHANICALLY FASTENED TO
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ATHING PRE-FABRICATED ENGINEERED •
"'bo o o b o WOOD TRUSSES AT 24' ON CENTER
1#5 REINFORCEMENT
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BAR IN CONC. FILLED "'`' •''
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AFFIX SEAL HERE
0 0
° o MIN. R-19 BATT INSULATION, REFER TO H
ACTUAL R—VALUE RATING.
•,a 1.
„ 0 " GARAGE DOOR SPRING MOUNT
8 X 8 X 16 CONCRETE 26 GAUGE 2x2 GALV. DRIP NAILED WITH 12 GAUGE, H
MASONRY UNITS 1-1" RING-SHANKED NAILS 4" O.C. TO P.T. 1 x 2 *•o :;:'
NAILER ON 2 x 8 WD. FASCIA ( NAILED 4' O.C.
@ GABLE ENDS) LAPPED MIN. 4" @ PERIMETER AND :a.:� o: NOTE : SOFFIT VENT CALCULATIONS ARE AS FOLLOWS
WRAPPED AROUND A MIN. OF 5" AT CORNERS. $ PER SECTION 2913.3 b)(1 & 3401.4(e) S.F.B.C.
REINFORCED CONCRETE TIE BEAM . REFER TO
TIE BEAM SCHEDULE FOR SIZE & REINFORCEMENT (MIN. 1/150 OF CEIU G REA) a
O 2,310SQ. FT. = 15.4 SQ. FT. APPROX. 16 SQ.FT.
150 N
BRACING FOR THE ROOF SYSTEM IS DESIGNED SIZE OF VENT= 6X24 = 1 SO. FT./VENT
" FOR BOTH POSITIVE AND NEGATIVE PRESSURE 144 �j
1 STRAP DETAIL 7/8 STUCCO SOFFIT W/ SCREENED VENT SOUTHEFL FLORIDA BUILDING °90617PTER 23 16 SQ. FT. / 1 = 16 VENTS OF 6"X 24" o
HOUSE OPENINGS SHALL BE COVERED W/ A CORROSION
RESISTANT MESH WITH OPENINGS NOT TO EXCEED 1/8" OR PROVIDE CONTINUOUS VENT 1—I
D — Not t o Scale O CEMENT TILE ROOF ON A LAYER OF 90 LB. W
ASPHALT FELT HOT MOPPED OVER 30 LB. FELT
UNDERLAYMENT TIN-TAGGED AT 12" ON CENTER F rTl
STAGGERED TO 19/32" CDX PLYWOOD SHEATHING 12 0
GARAGE DOOR TRACK, SEE PRODUCT g
8 x8 x16 CONCRETE MASONRY UNITS APPROVALS FOR ADDITIONAL INFORMATION APPROVED METAL ANCHOR @ EA. TRUSS 5 [�
WITH DUR-OWALL REINFORCEMENT (LADDER TYPE) OF SEE ROOF PLAN FOR NOTICE OF APPROVAL &
EVERY OTHER COURSE EXTEND DUR-O-WALL NAILING REQUIREMENTS
STUCCO FINISH
5/8 TEXTURED STU Q
4 INTO ALL COLUMNS
/
AND PAINT o PERIMETER COURSE OF CEMENT "S" TILE SHALL BE
INSTALLED W/ CLIPS MECHANICALLY FASTENED TO PRE-FABRICATED ENGINEERED
PRE-FAB CONCRETE LINTEL SHEATHING WOOD TRUSSES AT 24" ON CENTER s w > Q
TOP OF CONCRETE TIEBEAM • • �°'I
VARIES C C H
R-19 BATT INSULATION •
1# 5 IN CONCRETE FILLED CELL
PROVIDE CLEANOUT AT MIDDLE AND BOTTOM
TO ENSURE FILL ° 26 GAUL 2"x2" GALV. DRIP NAILED WITH
12 GAUGE x 1 1/4 RING " " , " Iw A
WINDOW OPENING SHANKED NAILS 4" O.C. TO 1x2 P.T. 1 -0
NAILER ON 2"x8" WD. FASCIA ON rod r--�
LAPPED MIN. 4„@ PERIMETER & WRAPPED AROUND `./U 4 P.,& A MIN.IOF 5 AT CORNERS. iE
FINISH FLOOR " 1 HR. FIRE RATED CEILING W/ 5/8" TYPE "X" DRYWALL ON TRUSSES
8"x8" PRECAST CONCRETE 4 REINFORCED CONCRETE SLAB w/6x6, 10/10 W.W.M. ON 11
FILLED LINTEL SEE SCHEDULE FOR +00-011 CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER 7/8" STUCCO SOFFIT W/ SCREENED VENT S.F.B.C� (AT GARAGE ONLY) /2 DRYWALL ON
REINFORCEMENT 1" x 11" RECESS SLAB FOR GARAGE DOOR HOUSE OPENINGS SHALL BE COVERED W/ A CORROSION 1 x 3 METAL CHANNELS ELSEWHERE
o RESISTANT
1#5 IN CONCRETE FILLED CELL ° as SEE ROOF PLAN OR CALCULATIONS FOR SOFFITS VENTS ' z • •
` CONTINOUS FROM FOUNDATION ° ° °' ° ° pq u
TO CONCRETE TIE BEAM ALL ° ° 1 X 2 FIRE STOP (P.T.) pq U
' '• SPLICE 30" MIN. 4° a 8"x12" CONT. CONCRETE TIE BEAM W/ 4#5 CONT. REINFORCED a Z W O
° • - . ° @ CORNERS & AT EA. BEND ELSEWHERE. BEND Q
°
5/8" TEXTURED STUCCO FINISH 2#5 FROM EA. DIRECTION AROUND CORNERS MIN. 0 30" p A A 14 PIP FOR FOOTING SIZE & REIFORCEMENT REFER AND PAIN =
TO FOUNDATION PLAN
i�
V) 1/2" DRYWALL ON 1" x 2" PRESSURE TREATED
Q FURRING STRIPS 24" ON CENTER m o0
KNOCK-OUT 3"x5" PRE-FAB KNOCK-OUT AT
LINTEL TO ALLOW FILLED CELL TO CONTINUE MINIMUM SPLICE AT FILLED CELL ffi M
TO TIE BEAM TYP. EA. SIDE) REINFORC MENT 48 BAR DIAMETERS
( CL �—'
R-4.2 FOIL BACK INSULATION >
8" x 8" x 16" CONCRETE MASONRY UNIT oMo
2 3 1 # 5 VERTICAL REINFORCEMENT GROUT FILLED CELL PROVIDE w
CONCRETE LINTEL DETAIL TYPICAL WALL SECTION @ GARAGE O . H . DOOR RECESS SLAB FOR BLOCK WALL SEE CLEANOUT FOR VERIFICATION OF THE PLACEMENT OF THE GROUT
FOUNDAII N PLAN FILLED CELL INTO FOOTINGS AND TIE BEAMS N
D - 3 Not to Scale D - 3 3Z4 = 1 — 0 W _
4" WOOD BASE
CEMENT TILE ROOF 4" REINFORCED CONCRETE SLAB W/ 6x6 10/10 W.W.M. ON 1
CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER
ADD # 3 STIRRUPS AT 12" ox. AT DROPS 12 � Q
EXCEEDING 16" OR WIDER THAN 60" • • F
�- FOR FLOOR FINISH SEE FINISH SCHEDULE SHEET A-2 2
a UNLESS OTHERWISE NOTED •' •. 15 STUCCO ON FLASHING AND �G M
�, Y COUNTER FLASHING FINISH FLOOR o �
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ALUMINUM PAINT ON ALUMINUM FELT ON 1
° LAYER OF 90+ FELT ON 19/32 CDX PLYWOOD
m - DECK ATTACHED TO 2 X 4 ( #2 S.Y.P., 19% MC)
C v 8" •. /\
W 1 0d NAILS @ 6" O.C. \`/ IfA
H
° EXTEND DROP OF TIEBM.
VAPOR BARRIER
8 BEYOND SIZE OF OPENING _
ui 1-1 AT EACH END R 19 INSULATION FOR FOOTING SIZE & REINFORCEMENT REFER D D D D 0 D D D
CD 1-1
3 CD DROP TIE BM a
TO FOUNDATION PLAN m HIM��
@ WINDOW OR
M DOOR ADD 2 # 5 REINFORCEMENT BARS a •
oil
° ° �000�0��0
CD FOR EVERY 8 OF DROP
OPENING FOR WINDOW, DOOR
w L HUGHES JHA 213 METAL HANGER AT EACH TRUSS NOTE: GARAGE CEILING AND ALL ONE HOUR RATED REQUIRED CEILINGS SHALL HAVE THE FOLLOWING:
OR SLIDING DOOR. SEE FLOOR
CD C_ ATTACHED TO LEDGER W/16 16d NAILS AND 1x3 FURRING STRIP 16"O.C.,1 LAYER 5/8" TYPE"X GYPSUM LATH, 5D CEMENT COATED OR RING
PLAN & ELEVATIONS TO WOOD TRUSS W/ 3 10d NAILS SHANKED NAILS 6' O.C. PAPER TAPE EMBEDDED IN CEMENTITIOUS COMPOUND OVER JOINTS, EXPOSED
o " NAIL HEADS COVERED WITH COMPOUND AND PRODUCT APPROVED INSULATION OF FIBERGLASS OR
CONT. WOOD BLOCKING 2 - 2"x 8 PRESSURE TREATED WOOD LEDGER
(YELLOW PINE No.2 OR BETTER W 1/2" DIAMETER MINERAL WOOL BATS. OR BLOWN-IN-FIBERGLASS, MINERAL WOOL OR CELLULOSIC INSULATION
w 3 5 1/2" LONG REDHEAD WEDGE ANCHOR HAVING A MINIMUM INSULATING VALUE OF R - 11 D-
F--i N
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Q 3
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cm 1
CD
4 CONCRETE BEAM DETAIL AT OPENINGS 5 CRICKET DETAIL 6 TYPICAL WALL SECTION
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D - 3 Not to Scale D — Not to Scale D — 3 /4 = 1 ' _ 0 "
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Cn o MODEL 4321 DETAILS 4-1-99 11 26 06 are EST
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