HomeMy WebLinkAbout123 Woodridge Trl 95-3101,95-3189,96-109,96-200 New SFHC�L --,Rt cl �c
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CONTRACTOR
ADDRESS
PHONE # 9~151 O 3 -
LOCATION
OWNERt-�?�'��'--`
ADDRESS
PHONE #
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PERMIT #
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FEE $ ( %
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ADDRESS
PHONE #
MECHANICAL CONTRACTOR
FEE $
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (__)
FINISHED FLOOR
ELEVATION REQUIREMENTS (__)
ARCHITECTURAL APPROVAL
DATE:
LOT NO.
BLOCK:
SECTION: p
SQUARE FEET:
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
F�(PE DATE OK REJECT BY
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CERTIFICATE OF OCCUPANCY
ISSUED #
FINAL DATE
DATE:
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AREA TABULATIONS
LIVING AREA I'TO$ S.F.
2 CAR GARAGE 552
cov, ENTRY 85
TOTAL
UNDER ROOF 2342 Sr-,
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Revisions Date
PLAN ENTRY
MKD / RSCCLEAN UP FORM
8�22/95
AN�6 REDLINES
FINAL PLOT 9-11*55
NOTE
CONFIRM MOTION SENSOR _ _ _ - - _ - ` _________
FLOOD? LIGHTS W/ OWNER — — _ ` `- _
HOSE
HOSE
BIBB
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ELECTRICAL
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3-WAY SWITCH
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CEILING FIXTURE
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BRACKET ( WALL MOUNTED) FIXTURE
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GROUND FAULT INTERRUPT
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220 VOLT OUTLET
110 VOLT SPLIT SWITCHED OUTLET
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SPECIAL SERVICES OUTLET
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THERMOSTAT
NOTE6.
ONLE55 OTHERME NOTED
L ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR
TO CENTERED LINE OF THE BOX TO BE.12" AFF (GENERAL)
KITCHEN 44" AFF
BATHROOM W AFF
LAUNDRY ROOM 36" AFF
EXTERIOR WATERPROOF 12" AFF
GARAGE GENERAL PURPOSE 42" AFF
RANGE 2" AFF
2, ALL TRIM PLATES 4 DEVICES TO BE GANGED, WHERE POSSIBLE,
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR.
4, ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL
BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST
EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE
FOR THE INSTALLATION 4 SIZING OF ALL ELECTRICAL, WIRING 4 ACCESSORIES.
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AREA TABULATIONS
LIVING AREA 1105 S.F.
2 CAR GARAGE 552
COV, ENTRY 85
TOTAL
UNDER ROOF 2342 SF,
PATIO 216
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Date: AUG, 25,1555
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Drawing Title
FOUNDATION PLAN
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RIDGE VENT
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WITH (4) 8d NAl IN THE TRUSS
WITH (2) 8d N 15 TO THE TOP PLATES
WITH (a) Sd/KAILS TO THE STUDS
(ALLOWABLE UPLIFT., 930 LBS,)
INSTALL (2) SEMCO RT12
ON EACH SIDE OF STUD
ON THE DIAGONAL
WITH (4) 8d NAILS IN THE STUD
WITH (4) ad NAILS IN THE PLATE
(ALLOWABLE UPLIFT 1222 LBS.)
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ALL SPLICES 25" MIN
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WITH (4) 8d NAILS IN T TRUSS
WITH (2) 8d NAILS T HE TOP PLATES
WITH (8) 8d NAILv40 THE STUDS
(ALLOWABLE PLIFT- 930 LBW
INSTALL SEMCO RT12
ON EA SIDE of STUD
ON T' DIAGONAL
r(4) 8d NAILS IN THE STUD
(4) 8d NAILS IN THE PLATE
(ALLOWABLE UPLIFT 1222 LBS.)
PRE ENGINEERED WD TRUSSES e 24" O,C,
INSULATION BAFFLE
FOR INSULATION, SEE ENERGY CALCULATIONS C01q - M►Q
STRAP Q EACH TRUSS
SEE TRUSS/ROOF PLAN FOR CONNECTORS
COMPOSITE ROOF SHINGLE
NO, I5 ROOFING FELT
1/2" 4 PLY COX SHEATHING
SECURE W/ 8D COMMON
°OC ON EDGES 12" OC IN FIELD
4
TOP OF PLATE
FOR WALL HEIGHTS
METAL DRIP EDGE
2 X 4 SUB -FASCIA
CONT, VENTED ALUM SOFFIT
CONC. FILLED "U" BLOCK W/ I-#5 BAR GONT,
MIN LAP 25" 3000 PSI CONCRETE
PRECAST "U" LINTEL FILLED W/ 145 CONT, IN
GONG, IF OVER 6'-0" OPENING WIDTH
LAP ALL SPLICES 25" MIN
(1) #5 REBAR DOWNROD FOOTING
TO LINTEL (FILLED CELL) LOCATION
AS SHOWN ON FLOOR PLAN
MIN LAP 25"
ALUM FRAMED WINDOW W/ SCREEN
PRECAST CONC SILL
8 X 8 X 1(o CONC, BLOCK
Y
3/4" THICK STUCCO FINISH
GRADE
TOP OF SLAB
OM OF FTG,
)F 12" BELOW GRADE
NC, FTG
T, ON
,LL
THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 100 MPH
WIND LOAD REQUIREMENTS OF SEC, 120E
OF THE STANDARD BUILDING CODE,
11391 ED, W/ 92 REVISIONS,
ENGINEERING DESIGN, INC.
P.O. BOX 520h95
LONGWOOD, FLORIDA 32152
(401) 699-4500 FAX (401) 699-1488
BY' OTas ,
2X415LOCKNG �.
48" O/c
SIMPSON MT612 " O/C
P.
1BMPSON SEA STUD
SEE DTI., NOTE me
FOR OWD REQUIREMENTS
BLOCKING a MID SPAN 2 X 4 FIRE -
-BLOCKING
1/2" GYPSUM W/ 5D, AT MID-5P.2
COOLERS + l" O/C
' 1" GYPSUM W/ D
COOLERS a l" O/C
51MPSO
MTT28B
- 2X4 BOTT. PLATE
SIMPSON BPI STUD
(2) t6D 4 2X4 BLOCKING
24" o/c
SIMP80N Vol A: STUD 2X4 P.T. BOTT. PL W/
1/2" X 4" A.B. a 48" O/C
RYE ON fA
2X4 BLOCaG
48" O/C
- 5IMP80N MTOJI 48" O/C
DBL TOP P}},�, � W 87UD
81MP80N W2 EA
8EF_ 'TL 'S NOTE 08
Fol#rMP iEEQUIREMENT8
�f
RLOCKINGs a MID SPAN
It 5
2X4FIRE
BLOCKING
AT MID -SPAN
" X 8" A V.
4.8" O/C
4" GON SL W/ 10
6xb t m W li- _ SP1 EVERY STUD a BOTT. PL.
_ ___--------- --
CLIPS REQ'D WHEN BILL PL. EXCEEDS 4611 H.
YPICAL INTERIOR SHEAR WALL COND FLOOR INTERIOR SHEAR WAL TYR�ICAL. FRAMING AND CONNECTIONS FOROR�ENINGS
DESIGN 2000 P.LF. DESIGN 20040 P.L.F.
LSTA9 24" O/C_
DBL. 2X HEADER W/ 1: j P.E. TRU88
PLYWp FLITCH (SEE AN) ` TRU88 STRAP (WE
114" FOR CONNEC ) \ TRUE$ LAYOUT)
2X PLATE r ° -
�' 4" tHK GL., it"_
W i/2" JO DBL. TOP PLATE W/
SIMPSON 8P2 a EA STUD TOP
=!'?URO WALL AT
PERIMETER OF SEE DTL 05 NOTE 08
GLASS BLOCK FOR STUD REQUIREMENTS
j BPI IV EA. BTUD
- 2X PLATE
2X STUD BLOCKNG a MID SPAN
all x all C.M.U.
GLASS 5LOCK DETAIL GLASS 15LOCK DETAIL I ooLE� « -1'/ O/C
1 12 CHAIR BLOCK
4" CONC. W/ &Xfo
10n0 W.UJ1'1. � 8tMP8oN SPi It EA BTUD BOTT. 2X P.T. BOTT. PL. W/
i/4" X 8" A.B. a 48' O/C
bXb 10-10
FOOTER PIPE THRU •~-;. ---�•-'--;-�-- a - -----'a- --
-- I \� BLOCK
-- o. 8"D. X 12"W, FTC, W/
05'6 AS SHOWN tA' # (2) +'S'e CONT.
F 1PE� � ADD (1) #5 25" LAP FILL CELLS SOLID TYPICAL INTERIOR IBEARING WALL
_ �E PE THRU MONO FTG, DETAIL PIPE THRU STEM WALL DETAIL
ry R OT fi�1
1 B 'oT s 2 =� NOTES: ROOF SHEATHING - BEE ZONE '
2X4 MOCK X4 BLOCKING OMP60N I 48° O/e 1� ��� CHART FOR NAiLING REGL
48 o/c DBL, TOP AT1w W/ 1. TRU68E8 MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALL$. `�
SIMPBON � EA aT6tp BLOCKING REQUIRED- PROVIDE BRACING IN THE FIRST THREE FRAMING SPACES AT EACH END OF FL(? STEM, ._
Stt1f'60Ai MTSt 48" o/c 2. TR1SAE5, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS SPACED 4 FEET ON CENTER MAXIMUM BRACING MEMBER5 5HALL BE FULL DEPTH OF JOIST OR TRU00' _ ' w
UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A REMAINDER TO BE BLOCKED/BRIDGED a FEET O/C r.
DBL. TOP PL- E W/ STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. I -. —� +-- 2 X 4 OUT�,QOKER 24" O.C.
SIMPSON EA STUD rpTL a3 NOTE NAIL, FASTENINGS: FASTEN FLOOR SHEATHING PANFk 8 TO FRAMING AND BLOCKING WITH 8p COMMP'lON OR BD NOT DIPPED j / +++ W/ A34 >�'24" O.C. (MAX. 12" O.H.)
5EE'STUD REC JIt�EMENTB 3, HEADER STUD REQUIREMENT GALVANIZED NAILS AT THE FOLLOWING SPACING. "" ' 4-
2 HEADER STUDS (EACH SiDE) I=-6" TO 6'-0" 5' �.� »axe '4'—•�I �-*- 1, 6 INCHES ON CENTER AT ALL PANEL -EDGE FRAMING. `�
_ ,� _ �_ ' P.E. TRU58 24" OC. X 4 WiND BRACE 0 RIDGE
3 HEADER STUDS (EACH SIDE) &=_0rr TO 12 �-0 it -� 2. 12 INCHES ON CENTER AT ALL INTEFtIEDIATE FRAMING.
SEE D NOTE •8 4 HEADER STUDS (EACH SIDE) 12'-0" TO 18 0 Q ----- _ -------- .,. `- # 8'-®" O:C. TO THIRD TRUSS
FOR REQUIREMENTS 1 _ Z;, FLOOR FRAMING `�� W/ 16d NAILS AS SHOWN
2 HEADER STUDS REQ. li) FULL LENGTH STUD O I O �� (SHOWN o 24" O/C) �,.- i
,q 18LOCKING a MID 8PAN _ _ ��
3 HEADER STUDS REQ. (2) FULL LENGTH STUDS I------- Z X 4 BLOCKING � �+
cam' 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS I ® -- <' I i r: l�� 48" Oc. (FIRST THREE - - CABLE END MODIFIED
MAY HAVE
1/2 GYPSUM UU 5D ' `�1 FRAMING SPACES) t 2X4-' TO BE MODIFIED -SEE ELEV.
" , 4, 5EARING WALL NAIL PATTERN �----- _ _ ---- °°.
BLOCKING +► MID SPAN COOLERS l" O/C 9 � J
MO o.M 1. PLYWOOD: (FIELD) USE 8D NAILS 0 12�' O/C ®�. OI zG �4 _ i~ DOR JOIST - W1 (2) (96" REMAINDER
+ 6" 4 12" o/C (EDGE) USE $D NAILS O/G -- - W/ (2) 16d EA. TRUSS ti
GYp�g� W/ 50 2. GYPSUM: (FIELP) USE 5D NAILS A 10" O/ - r - ® ® U _. `".' s
COOLEi +� 1n O/C
(EDGE) USE 51 NAILS '1" O/C 5' 1/2"yCYPSUM fMIN.)
�s TRU55 STRAP o 46" O.G.
5. ROOF NAILING PATTERN
ZONE CHAT - (BEE TRUSS LAYOUT)
2X4 BOTT. PLATE { ZONE .1 - USE 8p COMMON NAILS 0 12" O/C
SIMPBON 8 I EA STUD 2 ZONE 2 USE 8D COMMON NAILS 0 6" O/C' 2 X 21 P.T. PLATE
(2) 16D t 2X4 BLOCKING ZONE 5 _.USE 6D COMMON NAILS 0 4" O/C W/ 1/2" X a" AB. � DOUBLE LINTEL W/ (1) r5 EACH
4a" O.C.
24" o/c 6. I/2" GYPSUM CEILING: USE SD NAILS 40 1" O/C BLOCKING � O/C MAX, IN
iMP8ON eel • A STUD 2X4 P.T. Gorr. PL. W/ 4 1. SENCO 2 i/4" X .131 t PASELQDE 2 1/4" X .099 PNEUMATId NAILS MAY BE USED iN LIEU FIRST 1'� FRAMING SPACES BLOCKING
1/2" X 4" A.ic3 a 48" 0/c OF 8D COMMON NAILS. NAILED 5" O.C. EPGES +t 1o" ooc. FIELD __ 1 Z. REMAINDER - FU P GA LE END FRAMING DETAIL a VAULTED CEILING
4" '�/ 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 02 a 24 O.C, UP TO 14 -® HCsT: FLOOR R3RACiNG AT NDUTALLS O'
bX6 10
INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 02 SF ,v 16" OL. UNLE85
Y. --__-____ OTHERWISE NOTED. GABL D �3 E
9, TABLE 1105.1, OF THE STANDARD BUILDING CODE, NAILING REQUIREMENTS ARE IN 1K� ND
ROOF 5NE,47HiNG NAILPC1NG �"� ROOF SHEATHINGILL3%'PE1NG 1
PIGAL INTERIOR SHEAR WALL FLOOR INTERIOR SHEAR WALL ADDITION TO STRAPPING REQUIREMENTS. 1 ., SEE ZONE CHART _ SEE ZONE CHART
DESIGN 510�' P.L.F. DE61GN 510d PLF. 2X4 OUT�OOKER 0 24" O CJ -.-- 2X4 OUTLOOKER � 24" OTC.
(MAX. i2' O.N.) W/ A34 a 24 O.C. "
'8" L�IA. FLUE (MAXIMAX. 12 O.HJ W/ A34 � 24 C. rt
2X4 WI D BRACE a 9DGE A35 e 24" O.C. -
PP ��p� 8 � GABLE 3 AT 6 T, O,C. TO 3rd tRU85 4 AT 81 0/C OE 3rd TRUSS '
' BY OTHERS
„ �� GALVANIZED FLASHING, `" TRU88 CABLE ENP TRU89 5P2 EA STUD TOP
2X4 F3LOCKIL�
P T S w o/c WCJp MAY HAVE TO BE MODIFIED GABLE END TRUSS ,
B CHIMNEY CAP —� 2TRU&S�X StJGGK NG SEE ELEVATIONS MAY HAVE TO BE MODIF ED ZX GLITLOOKER DOl 1.E TRUSS
2x4 ING O 1/2" A.B. +� 48" OG. 2X4 E3LOCKINC� BEE ELEVATIONS 24 O.C. -
48" o 51MPSON MT812 48" q SEE ELEVATIO FOR STUD -
6IMP50N SIP] RE 2UiREME . > 1/2" GYPSUM 2x4 BLOCKING 4 o/c �r FOR 24" MAX O.N.
DBL TOP PLATE W/ EA STUD .
SI MTS12 48° O/C SIMPSON 8P2 a E TUD �` „ STAGGERED '.�M DBL. 2X TOP PL. f >�
pBl. T PLATE W/ i/16" O . IL 0 /C TRU65 STRAP o 4a" O.G. - , " 2X4 BRACE AT iBt (3)
R NAILS SIMPSON BTi AP 0 4a O/c
SI SP2 a EA STUD 81~E DTL +9 N '8 r (BEE TRLI85 LAYOUT) _� (BEE TRu5 iLAYOUT)
FOR STUD Il�MENra 2X < LOCKING 1/2 GYPSUM TRUSSES RIDGE t
_ L1r)ANIZED FLA5H1 (3)Ibdi INTO DSL L)NTEL W1 1 +5 1-A. DBL, 2X T r P PLATE
+ , f 8`-0" OZ. REMAINING
E DTI_ a3 NOTE •8 RIDGE BP2 0 EA. STUD "' ' 2X 5TUP Ar
GABLE
� 8'rUD f�QUIR�NTB - � BLOCKING is M(DSPAN
AAA
2Xb NAILER f
�- BL ING a MID SPAN + W/ !�3)ibd EA GYPSUM CEILING --
PE,'1'RUSS - 2X 6TUDS CONT FROM 2X BLOCKING 48" OG.
• 6°®�II 0/,c D 2X8 PLATE
" / I/2 A.B. 48 O.G.
' I/2 GYPSUM W/ 5D '(4)16d COMMONS NAILED " " `� Off' SLAB TO DBL. TOP PL. ;�FIRST 3 FRAMING SPACES
BL OCKING a MID SPAN COOL a l" O/G EACH END t 96" O.C. REMAINDER
lnb" oa5. W/ GALV. FLASHING ;++ (2)16d COMMONS END NAILED GABLE END TRUSS GABLE END TRU8,8
\ _ TO 2X4 VERT MAY HAVE TO BE MAY HAVE TO BE
InaIZ" o/c MODIFIED (SEE ELEV-) i5T FLOOR E CONE).
coops « " O c + + MODIFIED IEEE ELEV.) .
+ + + (2) lCod
(2) 16d END NAILED
2X4 50TT. PLATE 2X4 BLOCKiNCx END NAILED / lind 0 8" O.G. \
81t`iP60N SPt a EA D I&D - a" O/C
(2) 66D , 2x4 BLOCKING NAIL AS SHOWN W/ 1hd NAILS END NAILED \ END NAILED
* 24 O/C \
M - INSi TRUSS PLATE �� 1/2" A.B 8" O.C.
IMP80N sP 9 EA STUD 2X4 50TT. PLATE P.T. W/ FIRE PLACE CHIMNEY DETAIL � DE '
1/2" ANCHOR BaOLT 46" O/C TRUSS PL TE
" SPl EA STUD BOTT.
411
-�BIL�fL
W/ \ \ 2X BLOCKING 2X P.T. PLATE
_---_--- -_--__-___--
PICAL iNTER�IOR SHEAR WALL E ONE) FLOOR INt =PwR SHEAR WALL
DESIGN 5200 PLr DE51GN .8200 P.LF,
P.E. TRUSS BY OTHERS
SIMPSON TWIST STRAP BLOCKING REQ`D 6 48" O.C.
(SEE TRU55 LAYOUT) ENTIRE PORCH CEILING
Ix
1/2" DRYWALL
SIMPSON POST CAP BEAM (BEE FLOOR FL41
(BEE FLOOR PLAN) FOR SIZE TYPE)
POST (SEE FLOOR PLANT
FOR 81ZE t TYPE)
CEILING DIAPHRAGM 15LOCKING
FOR OPEN STRUCTURES
SP2 EVERY STUD TOP
ROOF FRAMING A POUBLE.`TOP PLATE
r r
1! ►i
11
II
r r
11 11 1
r
11 11
r
1! 11
r
�
►r1
�
r
N
�
`i�crr�c�r�+c���cGi�s
.
�trc
CRIPPLE5•
HEADER STUDS
�crrr��c
rt�t
—
�sr►.
- —
--
�.
rrrrrs�rr
.,�
� r�s�i�
n
HEADER 5CHEDUL.E
"HDR1"
Di3L. 2" X b" W/ 1/2" PLYUJO. PLITC14
"HDR2"
DBL. 2" X all W/ 1/2" PLYWD. FLITCH
"HDR3"
DBL. 2" X ifD" W/ I/2" PLYWD. FLITCH
4H R40
DBL. 2" X 12" W/ 1/2 i PLYWD. FLITCW
"HDRS"
D5L. 1 3/4" X II 7/8" MICRO -LAM-
"HDR6"
DE5L, 1 3/4" X ib" MICRO -LAM
LENGTH
SAFE LOAD - L56 PER LINEAR FOOT
UNFILLED FILLED
4'-0" (48'.') PRECAST
} 15 Ibs.
_
4'-6" (54") }PRECAST
1,86m Ibs,
5'-10" (10") PRECAST
_
3144 Iba.
I'-&" (90") PRECAST
_
2 88-1 }bs
V -4" (112 ") PRECAST
1141 lbs.
10'-6" (126") PRECAST
1,333 lbs.
il'-4" 1136") PRECAST
1483 bet.
12'-0" (144") PRECAST
1 04 lbs.
14'-O" (168") f REGA5T
909 Iba.
IT-4" (208") PRESTRESSED
_
_
911 Ibs.
19'-4" (232") PRE5TRE58E1D
823 lbs.
LINTEL W/ (1) 'S
PRE -CA5T HEAI ,@R
(SEE DTL. 010 1 g SIZE)
4" THK GI_ K.
W 1/2" JO.
(1) 4RT. TiE ROD
H SIPE OF
LASS BLOCK
OPENING (TiE ROD
0 CORNERS)
PRE-GABT SILL
t \ DBL, 2X DBL. LINTEL W/ 1 05 EA.
2X BLOCKING TOP PL.
I IS VERT. RE INF. ( SEE
¢ 2X 5 D 2 - 16D EA, END FOUNDATION PLAN FOR
2 - I(bo EA END LOCATIONS)
NOTEs NOT : NOTE: 16T FLOOR 5LOCK CONE).
BLOCKING 48" O.C. BLOC NG A 48" O.G. 5D COOLER NAILS SEE NOTE 04 FOR
DBL. LINTEL 5D COOLER NAILS OR FIRST 3 FRAMING FIRS 3 FRAMING OR GWE354 0 7 O/C SHEATHING NAILING
W/ (1) Wo EA GW854 0 1" O/C SPACES, 96" O.G. 6P E5, 96" O.C. PATTERNS
REMAINDER MAINDER.
DIRECT TRU56 TO 15LOCK WALL CONNECTION DIRECT TRUSS TO WOOD FRAME CONNECTiON SALOON FRAME TO ROOF.
ENDWALL FOR GYPSUM CEILING DIAPHRAGM ENDU ALL FOR GYPSUM CEILING DIAPHRAGM ENDWALL FOR GYPSUM CEILING DIAPHRAGM
CONC. LINTEL FTG. W/ (2) 05
BLOCK FILLED P.T. BOTT. PL. W/ 2 S'8 20 1 05 VERT. RE INF. - 21 i
i I , 4„
CM.U. - I 1 -•-- CONC. —
I
I
REBAR TYP. THIS STRUCTURE HASa5EEN DESIGNED
PRECAST CONC, ,
LINTEL FILLED I i TO MEET OR EXCEED THE iO,O M.P.H. URINE)
W/ 105 _ 25" LAP ti L----------- LOAD REQUIREMENTS OF SECTION 1205
P.T. END BTUD
OF THE STANDARD) 5UILDING CODE, i991
I/2" X 8" A.B. I .___...___
r UP TO IV (NON BEARING) USE- ,1.48" o/c (VERT.) BENT BAR wi - EDITiON WITH 1992 REVISIONS,
1 r5 IN HEADER..16 BEARING 25" LAP E.W.25" -� '�
AND 18 USE 2 r5 S IN HEADER. r LAPS
GARAGE DOOR HEADER DETAIL FRAME TO 5LOCK CONNECTION CORNER 5AR DETAIL
SC.ALEe REVISIONS: DRAILN BYt CIREG/MAi I TITLE BLOCK: SHEET NO.
NOTE
1. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN "ENCLOSED" 51PUCTURE. 6. TRUSSES, GIRDERS, AND BEAM TIE DOWNS ARE 51ZED PER UPLIFT REQUIREMENTS. 1 1-21-94 COMBINED 131 AND WI
ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, ETC. ANY QUESTION AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP, OR CLIP 2 11-21-94 W4T, CNARt MOD. t GER FF-v'S ENGINEERING DESIGN, INC. ED I - I
DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. SHOULD BE VERIFIED BY RUCTURAL,ENGINEER,
2. ALL DOORS AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. '1, ALL WNPOWS AND DOOR5 TO COMPLY WITH 6t.C. 100 M.P.H. WIND LOAD REQ, 3 P.O.i3OX ✓2t 95 .C. SEC, 1205 4 8.87 D. 1 •• c33
3. ALL SHEAR WALLS MUST TRANSFER LOADS TO FLOOR JOISTS OR FOUNDATIOi`t 4 LONG1100D, FLORIDA32`1a2-06SIB
4. DIAPHRAGM SYSTEMS MUST BE ATTATCHED TO END WALLS AND/OR 61DE WALLS. (40-1) 69'°J-�4500 _ DWG NAME= zp_uJG
5. TRU85ES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO 5EARINar-a WALLS.
JOB NO. 34-XXX
S b
,1
t•.
. t
f. ;
LIMITING HEIGHT OF
EXTERIOR 0 2 STUD:.
OIZE, STUD MATERIAL, 1 O/C SPACING
MAX, HT.
2" X 4" WaRUCE, FIR 24" O/C
s
2" X 4' SPRUCE, FIR 16' O/C
2" X 4" 6F `FJJCE, FIR 12" O/C
it' -as —
2" X 4" 80UT{ EFIN PNE 24" O/C
2" X 4" SOUTHERN PINE 16" O/C
2" X 4" 80UTHERN PINE 12" O/C
12'-8"
2" X 6" SF IRWCE, FIR 24" O/C
2" X 6" 6FR ICE, FIR 16" O/C
2" X 6" SP}RICE, FIR 12" O/C
W-4"
2" X 6" SOUTHERN ERN PINE 24" O/C
14'-0a
2" X 6" SOU?HERE PINE 16" OX
il'-(D"
2" X 6" SOUTHERN PNE 12" O/C
2" X 8" SPRUCE, FIR 24" O/C
il'-®"
2" X B" SPRUCE, FIR !6" O/C
V-04
2" X 8" SPRUCE, FIR 12" O/C
24'-O"-
2" X 8" SGUTHER! PINE 24" O/C
SS'-4"
2" X 8" SOUTHERN PINE tb" O/C
22'-O"
2" X 8" SOUTI-FERN PNE 12" O!G
761-�, 4