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Ihereby certify that I have reviewed this
Ian and found it to be in compliance with
Section 1606 of the Florida Building
Code for 110 mph wind~one. (3 see gust)
D. W. SMI1]-{ ENGINEERING
FLORIDA ENGINEER II S3608
Custom I-Iome Plan Service
9909 WALLASTON DRIVE
DADE CI "Y, FLORIDA .Bj2j
PIlONE:H2.j2I-086j FAX ,)$2.j2I-0867
E*MAJL: zeph)T27@i1t.OCI
David W. Snlith P.E, 53608
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DRAWN
RICK GOlIHItIlOj
JOB 2 OO~ vi-
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I hereby certify that I have reviewed this
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Code ..tor 110 mph windzone. (3 see gust)
(" :' David W. Smith P.E, 53608
OF SHEETS
, D. W. SMITI-I ENGINEERING
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FLORID^ ENGINEER f# SJ608
Custom llome Plan Service
9909 WALL\STON DRIVE
DADE CITY. FLORIDA 3lSH
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FLORIDA ENGINEER # S3608
Custoln flonle Plan Service
9909 WALLASrON DRIVE
DADE CITY. FLORIDA 33525
PHONE:3S2.S2I-0865 FAX 352-521-0861
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I hereby certify that I have reviewed this
plan and found it to be in compliance with
Section 1606 of the Florida Building,
~4~~ i1J1 / Cede. for) 10 mph windzone. (3 see gust)
2(~JlJf.v~ David W. Smith ".E. 53608
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D. W.'SMITI-I ENGINEERING
FLORIDA ENGINEER 1# 53608
Custom I-Iolnc Plan Service
99Q9 WALLASrON DRIVE
DADE CITY, FLORIDA J3525
PHONE:3j2-'s2I-0865 FAX .U2-.HI-0861
E.MAIL: z(phyr27@itf.oet
"Iit'.\"','" "-":~-'~:*""_"'."""t<"",..... .....~ '......-' ..... ",.- <~~:~.').''''1,JL",T-;'
REVISIONS BY
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DATE I -1.- 2003
SCALEfJ 0 n? D
DR~WN
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JOB 2oo~- oZ
SHEET
5- -
OF SHEET~
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.--------
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WINDOW
HEIGlrT
DOOf~ AND WINDOW SCI.IEDULES
FOI~ WOOD r=RAME CONSTI~UCTION
ENGINEER'S NOTES:
ALL WORK IS TO DE COMPLETED IN ACCORDANCE WITU
TtfE FlOHIDA BUILDING CODe '
THE BASIC DESIGN WIND SPEED &:II 110 MPII (3 SECOND GUST)
THE IMPORTANCE FACTOR:s 1.0 (RESIDENTIAL)
THE EXPOSURE CATEGORY &:II B I
THE INfERNAL PRESSURE COEFFICIENT &:II +/- 0.1B
THE DESIGN WIND PHESSURE MWRFS IS 20 /.24 PSF
TltE DESIGN WIND PRESSUrtE COMPONENTS AND CLADDING &:II 26/-33
NOTE: TltE MANUFACTURER OF THE WINDOWS AND DOORS ARE
TO CERTIFY THEIR ABILITY TO WITHSTAND THE SPECIFIED
DESIGN WIND PRESSURE ReSULTING FROM THE 110 MPti
WIND SPEED AND SUPPLY THE CONTRACTOR WITH INSTALLATION
SPECIFICATIONS. ALL WINDOWS AND DOORS ARE TO BE
INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
WOOD FRAME CONSTRUCTION I DBL AND SI~JGLE DOOR INSTALLATION
DBl TOP PLATES
DSl 2X HEAUER
~6" I I 6" I
IN. MIN.
- - -
6" -, 1 6"
MIN. I MIN.
- ~ -- -.. -
~ I
,
.
- -.
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DOOR DOOR ,
JACKS II) JACI{S
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;/,
:J EXTERIOR WALL
- (,1 16' OC
UJ -.
ill I
-
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- -.
- - -. -
6" 6" PT SOLE PLATE
MIN MIN.
WOOD FRAME CONSTRUCTION I WINDOW INSTAllATION
IIEAD
o
J
A
M
B
6"
J
A
M
B
EQUALLY
SPACE
ANCtlORS
1) #B INSTALLATION ANCHORS MUST BE OF SUFFICIENT l nf.
, TO ACHIEVE Mitt EMBEDMENT OF 1" INTO FRAMING MEMBERS
2) THE FASTENING SCHEDULE OF
, (3) / #8 FASTENERS IN THE HEAD
(3) / #8 FASTENERS IN THE SILL
(5) / #8 FASTENERS IN EACti JAMB
I FOR ALL WINDOW SIZES UP TO 51 7/B" X 95" ( 34.22SF )
I WITU A DE51GN PRESSURE OF 70PSF
3) I CAULK BEHIND WINDOW FIN AT IIEAD AND JAMBS WITH DUO-SIL
ADHESIVE CAULK OR APPROVED EQUAL. USE LATEX CAULK
OR EQUAL FOR THE PERIMETER SEAL.
STUDS
24" o{
MAX I)
SILL
MIN.
16"1 -1-
-1 MIN.r-
SINGLE DOOR
4) FACTORY PUNCHED HOLES IN FIN JAMBS
DO NO r nEQUIRE INSTALLATION SCREWS
TlfE INSTALLATION ANCHORS SPECIFIED
i ARE THE ONLY REQUIHED FASTENERS.
: (TliRU FIN AS SHOWN)
I
THIS INFORMATION WAS OBTAINED THROUGH KINCO, LTD. OF 5245 OLD KINGS ROAD JACKSONVILLE FLORIDA 32254
FROM ENGINEERING PROVIDED FOR THE INSTALLATION OF THEIR PRODUCT. IF OTHER THAN KINCO WINDOWS ARE
INSTALLED THE CONTRACTOR WILL NEED TO OBTAIN THE PROPER INSTALLATION ENGINEERING FROM THE MANUF. OF CHOICE.
ENGINEERING FOR THE WINDOWS AND DOORS OF CHOICE MUST BE ON THE JOBSITE AT TIME OF INSTALLATION TO INSURE THAT
TtIE PRODUCTS ARE INSTALLED AS PER THE MANUFACTURER.
SINGLE I~IUNG WINDOW SIZES
DSL TOP PLATES
,
CODE SIZE WINDOW SIZE I M.O.
WIDTH X liEIGIH'
SH 12 191/8X26 19314 X 26
SH 13 191/8 X 383/8 19314 X 38 3/8
SH 14 19 1/8 X 505/8 19 3f4 X 50 5/8
SU15 191/8X63 19 3/4 X 63
SH 16 191/BX16 193/4X76
SH 3312 26112 X 26 211/8 X 26
Sit 33/2 26 1/2 X 38 3/8 27 1/8 X 38 3/8
SH 34/2 26 1/2 X 50 5/8 27 1/8 X 50 5/8
SU 35/2 26112 X 63 211/B X 6J
Sit 3012 26 112 X 76 211/8 X 76
SH 22 31 X 26 37 5/B X 26
Sit 23 31 X 38 3/8 31 5/8 X 38 3/8
Sit 24 31 X 50 5/8 31 5/B X 505/8
Sit #2WE 31 X 51 3/4 37 5/8 X 51 3/4
Sit 25 31 X 63 315/8X63
SH 26 31 X 70 37 5/8 X 76
SH 32 53 1/8 X 26 53 3/4 X 26
SH 33 53 1/8 X 38 3/8 53 3/4 X 38 3/B
SU 34 53 1/B X 50 5/8 53 3/4 X 50 5/8
Sti #3WE 53 1/8 X 57 3/4 53 3/4 X 51 3/4
Sti 35 53 1/8 X 63 53 3/4 X 63
S" 36 53 1/8 X 76 53 3/4 X 76
TilE WItWOWS SPECIFIED ON THIS PLAN ARE BASED OF THE SIZES IN HilS
CHART .IT IS TIlE BUILDERS RESPONSIBILITY TO VERIFY TIfAT litE SIZES
OF litE Wlt'WOWS OF CHOICE ARE TIlE SAME OR ALLOWANCES MADE
WHEN FRAMING IN HiE ROUGIt OPENINGS.
---
DBL2X HEADER
18" I ~
Mill.
- pm. . -
.--, - t " r-rf t f
8" U" U" a"
Milt MAX. )" )" )- )- MAX. MIN.
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- -.
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8" 8" I
MIN. Mitt I
-
EXTER
DOUBLE DOORS
PT SOLE PLA1E
ALL WORK SHALL COMPLY WITH PREVAILING CODES
STANDARD BUILDING, PLUMBING, MECHANICAL,
NEC. AND ALUMINUM.
ALL 01= THE PRODUCTS SPECIFIED ON THIS
DRAWING OR ANY OTHER PAGE IN TUIS PLAN
MAY BE REPLACED WITH THOSE OF GREATER
OR EQUAL VALUES.
THERMA.TRU IN-SWING / OUTrSWIUG DOOR WOOD FRAME SYS1EM
DRAWN BY R SHANLEY
9 I 9 I 02
ALL THE INFORMATION ON TI-US PAGE IS INTENDED TO BE CORRECT BUT MISTAI<ES CAN BE MADE AND IT IS TtlE HESPONSIBILlTY OF THE
D.W. SMITH ENGINEERING · FLORIDA # 53608
MECHANICAL & ARCHITECTURAL ENGINEERING
9909 WALlASTON DRIVE DADE CITY ,FLA. 33525
352.521..0865 OFFICE 352.521-0867 FAX.
I HEREBY CERIIFY THAT THESE PLANS AND SPECS ARE IN COMPLIANCE WITH THE
FLORIDA au LDI jG CODE 2001 FOr{ 110 MPH (3 SECOND GUST) WIND ZONE.
CONTRACTOR TO VERIFY ALL INFOHMATION PRIOR TO CONSTRUCTION. WE WILL BE AVAilABLE TO HELP RESOLVE ANY PROBLEMS.
. ..,...... ". .- ~,,~,.,.~,<<~~. ,.,......, -""'-"-',c -p.' .f......,.1'.,Y:J~-~~ ~~~li":'~,t-j;.,.A~~...."_'1t,,.#1o':w'!....-~,'t'-.~ l'.,f; !.""V ':~"'f"' -"~-"-;.";9A"',-"''''_~'''',,','''j "::'o"in-"'>--"~"" . ",. .Aft......~.*-,~. ,l\;.".",', '""'''-''',,', '~..,N:'."'\',.....
DBL TOP PLATES
8" 8" DBL 2X HEADER
t.ilti. MIN.
3- I 3"\3" 3"13" ~
- MIN. -
6" -If f- it 1 6"
MIN. MIN.
- - - - -. -
~
t- - -.
DOOR II) DOOR
JACKS w JACKS
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::> EXTERI
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.-
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6rt 6rt PT SOL
MIN. MIN.
SINGLE DOOR OR DBL DOOR
W I SIDELIG~IT
SINGLE DOOR
DESIGN PRESSURE RATING
POS G7.0PSF NEG. 67.0 PSF
SINGLE WIHt SIDELlGIITS POS. 60.0 PSF NEG 60.0PSF
DOUBLE W / WO SIDELIGHTS POS 47.0 PSF NEG. 47.0 PSF
USE A #8/21/2" PHILLIPS HEAD WOOD SCREW
AT ALL ARROW LOCATIONS
PAGE 6 ]
OR WALL STUDS
16'OC
E PLATE
NOTE:
TtflS SYSTEM HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE
AND WIIERE PRESSUHE REQUIREMENTS AS DETERMINED BY ASCE 1 MINIMUM DESIGN LOADS FOR BUILDINGS
AND OTHER STRUCTURES DO NOT EXCEED THE DE51GN PRESSURE RATINGS LISTED HEREIN.
THIS INFORMATION WAS FURNISHED BY TffERMA.TRU CORPORATION
1681 WOODLANDS DRIVE MAUMEE 01110 PH. (800) 531 - 8821
IT WILL BE TtfE BUILDERS RESPONSIBILITY TO OBTAIN AND
MAINTAIN THE ENGINEERED INSTALLATION INSTHUCllONS
FOR lifE DOORS OF CHOICE AT THE JOBSITE FOR INSPECTION
OF THE INSTALLATION BY TlfE BUILDING OFFICIAL.
lHIS IS A STANDARD DETAIL SHEET I NOT ALL OF THE
INFOHMATION ON THIS SHEET REFERS TO THIS PLAN.
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,
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.-- .... "'_'_~-_"'_--_"_'_---'-----""_~--;"--"~- .~- ..-..-'- ._...._.~.__.~,----_._'~
- -~~--- .....'......-.~_.-...~-~...-...~......_.....~_.. ---_"__'_.'-.__ ~_. "''''~-''''--'~'''.'''____'___~._~'_''-____~_'_A'
....--..~......_._..._..--.~--_. - "'~-'''''---'---.-' ._---..._-_.--_.----~_.... "-. ----,'- .-.....,.------....--. ..........-.............-....."....#.-."'..-
I PAG~ 7J
STANDARD NOTES
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE
FLORIDA BUILDING CODE 2001.
PLUMBING
STANDARD DETAILS
ENGINEER'S NOTES:
THE BASIC DESIGN WIND SPEED -110 MPU (3 SECOND GUST)
THE IMPORTANCE FACTOR -1.0
THE EXPOSURE CATEGORY - B
THE INTERNAL PRESSURE COEFFICIENT" +/. 0.18
NOTE: THE MANUFACTURER OF THE WINDOWS AND DOORS ARE
TO CERTIFY THEIR ABILITY TO WITHSTAND THE SPECIFIED
DESIGN WIND PRESSURE RESULTING FROM THE 110 MPH
WIND SPEED AND SUPPLY THE CONTRACTOR WITH ENGINEERED
DRAWINGS FOR THE WINDOW AND DOOR INSTALLATION. THESE
DRAWINGS ARE REQUIRED TO BE ON THE JOBSITE AT THE TIME
OF INSTALLATION.
ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED
BY THE PLUMBING CONTRACTOR. THE PLUMBING CODE REQUIRES
THAT AT LJ;:AST ONE 3" VENT STACK PIPE WILL BE VENTED THROUGH
THE ROOF.
FOUNDATION NOTES
1/2" COX OR OSB SHEATHING NAILED WITH ad COMMON
NAILS 6" OC IN ALL AREAS EXCEPT IN THE AREA 8' IN
ON EACH GABLE TO BE NAlLED 3" OC.
THE CONTRACTOR WILL NEED TO VERIFY THE ROUGH
OPENING SIZES OF ALL DOORS AND WINDOWS BEFORE
THE CONSTRUCTION OF ANY AND ALL WALLS.
ALL CRAWL SPACES WILL HAVE AT LEAST (1 SF OF OPENING
FOR EVERY 1~O SF) OF CRAWL SPACE. THE OPENINGS SHALL
BE ARRANGED TO PROVIDE CROSS VENTILATION AND COVERED
WITH CORROSION RESISTANT WIRE MESH.
8'.0"
RIDGE VENT PER SEC. 2309.7 r tfAIDN<f3"lJC =>1 GABLE TRUSS BRACING
5EE CHART THIS PAGE
2X4 DIAGONAL BRACING (Q) 48"OC NAILED WITH (2) 12 NAil ~''..'" f OOF T USSES ~
AT THE TOP CHORD OF nn: TRUSS ~HE BOTTOM C'" ORD ( F ",: , ~ 12" MAX OVERHANG WITHOUT
THE TRUSS AND INTO THE STRINGE :"''..'..'..'..'..6 ____ THE uSE OF DROP GABLES
2X4 STRINGER 48' 0 C NAILED WITH . ''..'..'' ~~IL GABLE TrtUSS BOTTOM CHORD TO LEDGER
(2) 12d COMMONS IN EACH TRUSS ','.. , /' WITH 12d COMMONS 8" OC
THE STRINGER IS TO BE CONTINUOUS '<:'..',-, ../
THE ENTIRE LENGTH OF THE BUILDING----. ---------. ---------. .---------. ---------. -____~.x ,
IN UEU OF STRUCTURAL CEILING PANEtlj. :~ ...- NAIL LEDGER TO TOP PLATE OF EXT WALL
, EXT WALL WITH 12d COMMON NAILS 8" OC
2X4 BLOCKING BETWEEN TRUSSE 48' 0 C NAILED
WUH (2) 12d NAILS EACH END
, A CONCRETE ENCASED "UFER- ELECTRODE IS REQUIRED PER
ART 250-501999 H.E.C. INSPECT PRiOR TO CONCRETE PLACEMENT
THESE PLANS WERE DESIGNED BASED UPON AN ALLOWABLE
SOIL BEARING CAPACITY OF 2000 PSI (MIN.) IT IS THE CONTRACTOR
/ HOMEOWNERS RESPONSIBILTYTO INSURE THATTHI8 MIN IS PROPERLY
PREPARED AND COMPACTED.
ALL BUILDINGS ARE REQUIRED TO HAVE A PRE CONSTRUCTION
TERMITE TREATMENT PER FOC 1818.7 INITIAL SOIL POISONING TREATMENTS
SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND
COMPACTING ARE COMPLETED.
GABLE BRACING DETAIL / FRAME WALLS
PLUMBING AND ELECTRIC
SINGLE HUNG WINDOW SIZES
IN ACCORDANCE WITH CHAPTER 471.003 (2) (1) OF THE FLORIDA ADMINI8TM TIVE
CODE, ELECTRICAL, PLUMBING AND MECHANICAL SY8TEMS SHALL BE DESIGNED BY
THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS
DRAWN HERON ARE BASED UPON THE HOMEOWNERS REQUIREMENTS.
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHENS, AND EXTERIOR AREAS
ABOVE COUNTER HEIGHTS AND WITHIN 6'.0" OF SINKS SHALL BE GFI
( GROUND FAULT INTERRUPTER)
ALL ELECTRICAL OUTLETS IN BEOROOMS SHALL BE WIRED INTO
AN AltC.fAUL T INTERRUPTER "AFJ" CIRCUIT
/
GARAGE DOOR DETAIL / FRAME WALLS
CODE SIZE WINDOW SIZE M.O.
WIDTH X HEIGHT
SH 12 191/8X26 193/4X26
SH13 19 1/8 X 38 3/8 193/4 X 383/8
SH 14 19 1/8 X 505/8 19314 X 50 5/8
SH 15 19118 X 63 193/4 X 63
SH 16 19 1/8 X 76 19 3/4 X 76
SH 33/2 26 1/2 X 26 271/8 X 26
S H 33/2 26 1/2 X 383/8 27 1/8 X 383/8
S H 34/2 26 1/2 X 50 5/8 27 1/8 X 50 5/8
SH 35/2 26 1/2 X 63 27 1/8 X 63
SH 36/2 261/2X76 27 1/8 X 76
SH22 37 X 26 37 5/8 X 26
SH 23 37 X 38 3/8 37 5/8 X 38 3/8
SH 24 37 X 50 5/8 37 5/8 X 50 5/8
S H #2WE 37 X 57 3/4 37 5/8 X 57 3/4
SH25 37 X 63 375/8 X 63
SH26 37 X 76 37 5/8 X 76
SH 32 53 1/8 X 26 53 3/4 X 26
SH 33 53 1/8 X 38 3/8 53 3/4 X 38 3/8
SH 34 53 1/8 X 50 5/8 53 3/4 X 50 5/8
SH #3WE 53 1/8 X 57 3/4 53 3/4 X 57 3/4
SH 35 53 1/8 X 63 53 3/4 X 63
SH 36 531/8 X 76 53 3/4 X 76 ,
o 0
o
o
o
o
o 0
,-
0 ALL DOOR HARDWARE TO BE INSTALLED
PER MANUFACTURES SPECIFICATION WITH
, THE SAME ALLOWANCE FOR 110 MPH WIND.
0
P
I ,
P GARAGE DOOR TO BE REINFORCED
TO WITHSTAND UP TO 110 MPH WIND LOAD
0
I
P
I
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) 0
-
A MINIMUM OF 2X6 PINE GRADE LUMBER F 0
AROUND DOOR OPENING ATIACHED
WITH (4) 1/211 X611 LAG BOLTS SPACED
EQUALLY EACH SIDE AND 24"OC 1-
ACROSS THE TOP. 0
SMOKE DETECTORS SHALL BE PLACED IN EACH BEDROOM
AND IN HALLWAY AREAS ADJACENT TO BEOROOM AND OTHER
LIVING AREAS SMOKE DETECTOR PER SEC.905,2.5
ROOF TRUSSES
ALL TRUSS BRACING WILL BE SPECIFIED BY THE TRUSS COMPANY
EXCEPT FOR GABLE END DIAPHRAGM BRACING DESIGNED FOR THIS PLAN.
THIS WILL INCLUDE THE TEMPORARY TRUSS BRACING THAT WILL BE FURNISHED
WHEN THE TRUSSES ARE DELIVERED. T-BRACING THAT IS SPECIFIED ON SOME
ENGINEERED TRUSS DRAWINGS MAY BE SUBSTITUTED WITH ALTERNATE BRACING.
(1) 2X4 CLa MAY BE SUBSTITUTED FOR (1) 1X4"1" BRACE AND (2) CLB's MAY BE
SUBSTITUTED FOR (1) 2X4 "T" BRACE. CLB's ARE TO BE EQUALLY SPACED.
(CLB · CONTINUOUS LATERAL BRACING)
THIS INFORMATION WAS OBTAINED THROUGH ALPINE ENGINEERED PRODUCTS
19~0 MARLEY DRIVE HAINES CITY FLORIDA 33844 (941) 422.8685 WALTER P. FINN P.E.
o
THE WINDOWS SPECIFIED ON THIS PU\N AHE BASED ON THE SIZES IN THIS
JACOBSON WINDOW CHART .IT IS THE BUILOEHS RESPONSIBILITY TO VERIFY
THAT THE SIZES OF THE WINDOWS OF CHOICE ME THE SAME OR AlLOWANCES
MADE WHEN FRM1ING IN THE ROUGH OPENINGS.
PRE - ENGINEERED ROOF TRUSSES
, 24" OC MAXIMUM SPACING
TC LL 20.0 PSF
TC DL 7.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
Tor.LD. 37.0 PSF
DUR.FAC.1.33
DEFLECTION MEETS L /360 LIVE
AN D L /240 TOTAL LOAD
----------- ~---------------------- -----
----------- ~------f-------l------- ----~ -----
8d NA LS TOP EDGE 4" OC
I I '
I
I I
__ _ __ _ __ _ _ __ _ __ _ __8_~ ~~~I:~ J.~~_ ~~_q~ _ ~:' q9
SPLICE BLOCK
I --------------1--- -8d-NAli.s-To-P~~-OG-E-4'; OC
ad NAILS TOP EDGE 4" OC
ALL OF THE PRODUCTS SPECIFIED ON THIS
DRAWING OR ANY OTHER PAGE IN THIS PLAN
MAY BE REPLACE WITH THOSE OF GREATER
OR EQUAL VALUES.
GABLE TRUSS VERT WEB L.BRACING
,
I
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I 10'.0"
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::::::::: ::::::::f::::::~::::::: :::::::::::
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NO BRACING REQUIRED FOR WEBS
UP TO 4'.1" IN LENGTH.
THIS IS A STANDARD OETAIL SHEET, NOT ALL OF THE
INFORMA'f10N ON THIS SHEET REFERS TO THIS PLAN.
USE (1) 1X4 L.BRACE FOR WEBS UP TO 6'.1"
USE (1) 2X4 L.BRACE FOR WEBS UP TO 8'.0"
USE (2) 2X4 L.8RACE FOR WEBS UP TO 9'.8"
USE (1) 2X6 L-BRACE FOR WEBS UP TO 12'.6"
USE (2) 2X6 L.BRACES FOR WEBS UP TO 14'.0"
NAIL L.BRACES WITH 10d NAILS
2" OC IN 18" END ZONES AND
4" OC BETWEEN ZONES
PROVIDE FOR CONNECTIONS OF 160 PLF
OF UPLIFT OVEH CONTINUOUS BEARING
"
o
....
"
o
-
ALL WORK SHALL COMPLY WITH PREVAILING CODES
STANDARD BUILDING, PLUMBING, MECHANICAL,
NEC. AND ALUMINUM.
_______~___ _______L_______ _______ ____~~---
----------- -----~-_.
8d NAILS TOP EDGE 4" OC
_______ ________L______J_______ __________.
------- ----------.
ad NAILS TOP EDGe 4" OC
UPLIFT CAPACITY OF 1S/32" WOOD S.TRUCTURAL PANEL SHEATHING FOR BOTH 8HEARWALLS
AND UPLIFTS SIMULTANEOUSLY (237 PLF)
WHERE DOORS AND WINDOWS INTERRUPT WOOD STRUCTRUAL PANEL SHEATHING OR SIDING
FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS.
SCALE: 1/411 ::: 1 '-0"
DRAWN BY R SHANLEY
9 I 26 I 02
ALL T~tE INFORMATION ON TtUS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN l!E MADE AND IT IS THE RESPONSIBiliTY OF TtiE
CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. WE WILL BE AVAILABLE TO HELP RESOLVE ANY PROBLEMS.
D.W. SMITH ENGINEERING · FLORIDA # 53608
MECHANICAL & ARCHITECTURAL ENGINEERING
9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
352-521-0865 OFFICE '352-521.0867 FAX.
IHEREBY CERTiFY I~AT THESE PLANS AND SPECS ARE IN COMPLIANCE WITH TUE
FLORIDA BUILD NG ~pDE 2001 FOR 110 MPtl (3 SECOND (;UST) WIND ZONE.
-yJiJA f0'
\ /) -/0 :>
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-...---- ---,.... ..-......----"-..'.,.- '~"--"'~--' .-'..^,..,.,.,....,..........-.:A.:._~...........,..t.......-.,._<<>;.,.. ';"'-."'~-:;,~-\;..1"'. ....'" --.~..."'.......".~...._._..,...............,. ", '-.,,_......."""""lIfF'<-' e"!'..
~."..,..,.-.::-,"''"'...,.~-~.......-,..--'''....'r'....~l;'.~lIt~ ,"'lJ.....,., '" _....
.. ~.~.~~1':~...._'".."" . lI'{'-' ....~.'!--~............ "._'''-'' .~~.~--'-~.._...........~-....~...., "'4:~'"
.- ''f;,...,...-;....i...~..~-*'''''"'~-........,.._~~'"''~~~~....'..__>'tf'."t<<."''.t:f'.,._. " ........ .