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INDEX OF SHEETS
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PROPERTY' LINE 141.00'
-li'-t>. --------44'-~:--------------1
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SEABREEZE
NORTH AVENUE DUPLEXES
ZEPHYRHILLS, FL 33541
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PROP05f:D DUPLEX
PROP05ED DVPL..EX
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'GCODES FL ' ''''--
PREV;\.1L1"\ ' CTRlCCODEN'.
CODE. NA nONAL ELE s ORDlN^"~CES
llTY OF ZEPHYR} nLL
A 1 ELEVATIONS, SITE PLAN, INDEX
A2 FOUNDATION PLAN/FLOOR PLAN
A3 WALL SECTION, ROOF PLAN, DETAIL
A4 ELECTRICAL, HVAC PLAN
AS DOOR/WINDOW INSTALLATION GUIDE
44'-~'
Issue Date:
01.03.05
NORTH AVENUE
SITE FLAN
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Drawn By:
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1204-06
These plans were prepared for this buDding os a minimum aer.ice by the designer. The
Contractor and/or Owner must vcrlfy 011 dimensIons and oetuol sIte conditions. The
deefgner does not ~ept 0fI'I roeponslbatt'l for omissions or errors contained herein. The
client underltoods that the desIgner conies no IlobRlty lnlUran~ and therefore agrees to
hold harmless and defend the des~er from 011 c1olms. losses and expenses (ncludtng
reasonable attorney fees) orlslng OIJt of (X resulting from the project The designer will n
good faIth attompt to pro'Me error free constrYctlon drawings, but In the ewnt <<Tors
occur. the designer wit not be noble for COlt of repairs or delay to tn, conltructlon.
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:20'-0' 5ETBACK
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INDEX/SITE PLAN
ELEVATIONS
OPERTY' LINE t4LO'
-----J I
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SCAL.E. 1"...:20'
-----------------------------------
o
::=~:v1'ING NOTE5:
GENERAL NOTE~:
~IND LOAD DESIGN PRESSURES ARE LISTED AT EACH OPENING.
ALL ~OOD 1J5ED FOR 50LE PLATES OR IN CONTACT WSOIL 5HAL1.. BE **2, PT.
501)-n--ERN YELLO~ PINE.
ALL INTERIOR AND EXTERIOR WALL5 SHALL BE **2 SPRUCE OR BE'TTER.
ALL ENGINEERED Y'400D BEAMS (PARALAMS, ETC.) HAVE BEEN DE~IGNED
Ave-OR-DINe TO THE TRU55~OI5T SPECIFICATIONS.
SUBSTI11JTtON5 FOR ALL SIMPSON FA~TENERS AND HANGERS MUST BE APPROVED
BY ~E ENGINEER OF RECORD.
ALL ELECTRICAL, PLUMBING ~ MECHANICAL ROUGH-INS MUST BE COMPLETED,
IN5PEe-TED AND APPROVED PRIOR TO REQUE~TING A FRAMING IN~PECTION.
ALL INTERIOR DIMENSIONS ARE 61VEN TO THE CENTE':<L1NE OF THE 5T1.JD UNLESS
NOTED OTHE~15E.
ALL EXTERIOR DIMEN~ION5 ARE GIVEN TO THE FACE OF THE FRAME WALL OR
MASONRY ~LL WHICH V'iILL ALIeN ~ITH THE FOUNDATION WALL BELO~. (FRAME
~LLS ARE HELD IN ~" TO ALIGN THE EXT. SHEATHING WTHE FOUNDATION).
ALL ~OD IN CONTACT I^VCONCRETE OR MASONRY SHALL BE PRESSURE TREATED
LUMSE:R.
ALL ~OD HEADERS AF<.E TO BE NO LE~5 THAN A DBL. 2Xb **2 5YP. ~ITH A ~If
5PAC.:::R.
e-ONTRAGTOR TO VERIFY ALL ROUGH OPENING 512E5 OF DOOR5 p.ND lI'llNDOll'l5
~IOR TO CON5TRUCTlON OF THE ViALL5.
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ALL 5H25 lI'llNDOll'l5 MEET EeRE5S REQUIREMENT5.
ALL ~ORK 5HALL COMPLY ~ITH THE PREVAll...ING 5TANDARD BUILDING CODE5 OF
THE STATE: OF FLORIDA. ALL OF THE PRODUCTS AND MATERIALS SPECIFIED ON
ANY PAGE OF THIS CONSTRUCTION SET MAY BE SUBSTITUTED WTH05E OF EQUAL.
OR eREATER VALUE; HOWEVER, ALL CHANGE5 MU5T BE: SUBMITTED TO THE:
ENGINEER OF RE:CORD.
IN ACCORDANCE WCHAPTER 411.003 (2)(1) OF THE FLORIDA ADMIN. CODE
ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE
RESPECTIVE: CONTRACTOR5 PERFORMING THE IN5TALL.ATION, TO MEET ALL
APPl...lCA6LE CODE5. THE 5Y5TEM5 DRAWN HEREIN AF<.E A REPRE~ENTATION OF
THE OWNERS DESIGN REQUIREMENTS.
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BLDG. I $ 2
FLOOR .PLAN
SCALE 1/4"= 11-0"
SQUARE FOOTAeE5:
L1VINe AREA UNIT A: 1,111 HEATED 5O.fT.
LIVINe AREA UNIT B: 1,111 HEATED SQ.fT.
TOTAL: 2,234 HEATED 5O.fT.
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CONCReTe ~
PAD
FOUNDATION NOTES
I. THI~ FOUNDATION PLAN 1t'lA5 DE~16NED BA~ED UPON AN ALLOIt'lABl.-e ~IL
BEARING CAPACITY OF :2500 PSF (MIN) CONTRACTOR MU:;T VERIFY
AND COORDINATE ALL. SITE It-IORK TO MAINTAIN MINIMUM WIL COMPACTION
REQUI REMENT~.
2. ALL BUILDINGS ARE REQUIRED TO HAVE A PRE-CON:;TRUCTION TERMITE
TREATMENT. (SEE WIL. TREATMENT NOTES ABOVE)
:5. FOUNDATION SHALL CONSIST OF AN 8"XI6" CONT. CONCReTE POOTING
v-!ITH (2) #:) REBARS ON ROD CHAIRS, SPACED NO MORe THAN 48" O.C.
FII.-LED CELl.-:;' WILL Be VERT. #5 RODS IN ALL CORNER:;' AND BESIDE
EACH MA:;,QNRY OPENING. THE MAX, SPACING FOR ANY PILL.ED CELL..
It-IlLL BE e'-o" O.C. ALL RODS MUST Be BENT AND TIED TOGETHER
v-!ITH A MIN. LAP OF 25". SEE v-lALI.. SECTIONS.
PLUMBING NOTES
I. ALL WATER L.INES COMING IN TO THE House WILL. BE A MIN. OF I"
AND ALL WATER LINES INSIDe -mE House WILL BE A MIN. OF :5/4".
:2. ALL PLUMBING FIXTURE LOCATIONS SHALL. BE VERIFIED BY THE
PLUMBING CONTRACTOR. DRAIN LINES ARE NOT STRUCTURAL AND
MAY BE REL.OCATED IN THE FIELD WOUT APPROVAL FROM THE
ENG-INEER Of' RECORD
2"-0'
4' DRAIN TO s,s.
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CONCRETE ENCASED "UFER" ELECTRODE I:;'
REGUIRED PER ART. :250-50, Ic:tc:tc:t N.E.C. MUST
BE INSPECTED PRIOR TO CONCRETE PLACEMENT
to" c.oNGo~Te et...OGt<. HA!..L. . TYP.
I' DOH eLl.IESOAAO iN;,(.IL. OVE~ i'
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FILLED CELL, OVE~\N~ ~ ~TO.
HOOl<ED I"OOTINS DO~1.. :2~. MIN.
., eTD. HOOKED FooTIHe DO~L..
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TYP. FOOTI~tG DETAIL
SGALEI 1/2"=1'-0"
,t>'-o' r 6'-,t>' l' 16'-0" 1 1~'-4'
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{>'-o' o.c. MAX. 'TYP.
4" FI.-OOR SLAB or- 3000 PSI
CONCReTE REiNFORCED
we"xe"-(OXIO V'lWM (OPT.
FIBERMESH CONC) OVER e MIl.-.
VAPOR BARRI ER AND CLE:AN,
COMPACTED (~5%) FILL, TREATED
FOR TERMITES. _____"
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} {>'.to' J- 6'-{>" J- 1~'-4" ~ 6'-{>'
INSTALL DRAIN LINES
FOR AHU 8c 'WATER HTR.
UNIT A
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LIVING AREA
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FII.-I.-ED CEI.-LS VVVERT.
#5 REBAR.:;
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{>'-{>"
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BLDG. I $ 2
FOUNDATION PLAN
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AI.-L DIMENSIONS
ARE TO rACE OF
MAWNRY, U.N.O.
. DENOTES #5 VERT. REINFORCEMENT IN
GROUT FILLED c.ELL5, OVERLAP STD.
HOOKED FOOTING- DO)t\lEI.-S 25" MIN.
SCALE:: 1/4"=1'-0"
V'!/FLUMBINe LAYOUT
Thate pIons were prepared for thIs buldlng as Q minimum aervlee b~ the desIgner. The
Contractor and/or Owner must verify all dimensions and actual site conditions. Tha
de$lgner does not accept any reeponeibDlty for oml88ions or errcn contalnO<J herein. The
cllent understands that the desIgner como. no IklbUtt~ lneuranco and therefore agrees to
hold harmless and defend the deal9nU' from all clolma. 1088et and expenses (Includtn~
reasonable attorney fees) anatng out of Of resultlno from the project. The desl9ner wDI In
good faith attempt to pro~de error free construction drawings, but In the e-..ant errors
occur, the designer 'NUl not be Ifable for cost of repairs or dela~ to the constructfon.
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Issue Date:
01.03.05
Drawn By:
WWM
1204-06
FLOOR PLAN
FOUND. PLAN
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2X4 PLATE FASTENED WI~"41 ANCHOR
eoI.- T W2" FLAT v-lASHER YV"'MIN.
EMBEDMENT 4" INTO BOND BEAM @
4'-0" O.C. TYP.
2X NAILER
2X4 VERTICAL BRACE ADDED TO
EVERY VERT. OVER 4' IN I.-ENGTH.
BRACE TO BE MIN. 2>0% LENGTH
OF VERT. TRUSS MEM6ER FASTEN
BRACE TO VERT. Wllbd COM.
NAILS C 12" O.C.
TYP. INTERIOR TRUSSES
BOTTOM C.HORD OF TRUSS
FA:;,TENED TO PLATE Wlbd COM.
NAII.-S e 1::2" O.c..
~"41 ANCHOR eOL T Wl2" FLAT
01ASHER YV"'MIN. EMBEDMENT
4" INTO BOND BEAM c 4'-0"
O.C. TYP.
MIN. IX4 LATERA!.. BRAC.ING, CONT. PER
TRUSS MANUF. SPECS.
~" GYP. CEILING SOARD
TYP. END TRUSS TO MASONRY DETAIL
N.T.G.
PRE-MANUF. ROOF TRUSSES 4:P 24" O.c..
R~O (MIN.) BATT INSULATION IN CEILING, MAINTAIN ~"
CLEARANCE BTl^lN. INSUL, 4 ROOF
~" 4-PL Y CDX PI... Yl^lD. NAILED Y'Ve>D R/S NAILS e>" O.C. ON
EDGES t 10" O.C. IN FIELD. USE ~" STEEL PL... YCLIPS, **15 FEl- T
AND 90 YR, ARCH. SHINGLES RATED FOR 110 MPH l^lINDZONE.
PROVIDE ADEQUATE CONT. RIDeE VENTS, PER CODE.
SIMPSON HETAIe> TRUSS ANCHOR OR EaUIV. (19b5LE3. UPl...IFT
RATING) @ ALL TRUSS TO MASONRY ~ALL CONNECTIONS
ALUMNINYL FASCIA ~/CONT. VENTILATED SOFFIT
2X6 SUBFASCIA l^l/I~" ALUM. EAVE DRIP
POURED l...INTEL WI CO NT. **5 REBAR
PRE-CAST ~INDO~ TRIM
I" DO~ SLUEBOARO INSUL. OVER i" P.T. FIRRING
STRIPS (POI... YFILM OVER FIRRING), FINISHED wb"
eYP5UM SOARD
PRE-CAST LINTEL OR STEEL LINTEL OVER ALL ~INDO~
4 DOOR OPENINeS
ALUMINUM SINGLE-HUNG l^lINDOHS RATED ~OR \10 MPH
l^lINDZONE
TYP. MARBLE WINDOW SILL IN c5ROUT BED
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25" MIN. OVERLAP AND bIt HOOf< INTO FOOTING
~OOD BASEBOARD - TYP.
4" BOOO PSI CONCRETE SLAB lAllTH e>"Xb" **10/10 lAlWM
OVER e> MIL. POLY VAPOR BARRIER OVER CLEAN
COMPACTED, TERMITE TREATED SOIL.
FINISHED GRADE TO BE FIELD DETERMINED
e>1.-0r:>e TO OAAIN
-
#5 STD. HOOKED FOOTING DO~L
TYP. ,B"XI6" FOOTINe ~ITH (2) **5 REBAR
CONT. ON B" HleH CHAIRS
TYPICAL ~ALL SECTION
Gcale B/41=J'-0"
~
l
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HETA-Ib TRUSS ANCHOR OR EGUIV. c
EA. TRUSS TO MASONRY CONNECTION
PRE-ENGINEERED TRUSS SYSTEM c 24"
O.c.., INSTAI.-I.-ED PER MANUFACTlJRER':;,
SPECIFICATIONS
\
'\
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L APPLY SHEATHiN<$ TO CENTER TRUSS
TO PROVIDE CONTINUOUS DRAFT STOP
BETWEEN UNITS
50'-0'
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Theae plans were prepared for this buldlng as a minimum service by the ~.Igner. The
Contractor and/or Ovmer must verify all dimension, and actual site conditions. The
designer doe. not accept any ret!lpO(lslbUlty for omteatons or errors contained herein. The
clteI'It understands that the desIgner corrlet no ltabalty Insurance and therefore agrees to
hold harmless and ~fend the designer from all claims, 1081" and .xpenaet (lncludtng
reasonable attorney fee,) ansmg OIJt of Of' resulting from the project. The des19ner wDl In
good faith attempt to pro~de error free canstructlon drawings, but In the '\lent errors
o<:cur. the designer wal not be nobl. for cost of repairs or delay to the construction.
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Issue Date:
01.03.05
.
Drawn By:
WVVM
1204-06
WALL SECTION
ROOF PLAN/DETAIL
BEDROOM I
BEDROOM 2
[:2]
CLOSET
CLOSET
CLOSET
BEDROOM I
D
1~><6
A I R HANOLEl't
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'ATTIC I BATH BATH
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8q~.Q CFM
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REfS.
6XI0
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6XI0
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KITCHEN
CL.
UNIT A
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LIVING ROOM
HV AC PLAN
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I..____.J
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NOTE: THE DUCT Y'tORK AND ALL
FLEX RUNS CAN CHANGE DUE TO
THE FRAMING $ F<OOF TRUSS V'iEB
DESIGNS. ~rHE DUCTS ARE NOT
SHO~N FOR THIS REASON.
SCALE: 1/4"= 1'-011
HVAG SYHBOL LIST
o SUPPL Y DIFFUSER
lZl RETURN DIFFUSER
I.:;diI RETURN RISER
IX] SUPPLY RISER
@ THERMOSTAT
KITCHEN
6XI0
D
UNIT e
LIVING ROOM
~C'
2" GAL V. RISER
200 AMP
METER SOCKET
BEDROOM :2
D
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BEDROOM B
LAUNDRY
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26~0~ 61\)'S
8C'1='.Q CFM
3- 2/0 THNN CU FEEDERS
#4 CU DRIVEN GROUND
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2" GAL V. NIPPLE
r+----
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150 AMP PANe
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ELECTRICAL PLAN
CONCRETE ENC.A5ED "UFER." ELECTRODE I~
REGUIRED PER ART. :2!50-!50, 1~~C'1 N,e.C. MUST
SE IN~peCTED PRIOR TO CONCRETe PLACeMENT
SINGLE-PHASE BREAKER
PANEL W/MAIN
~~
CONC. ENCASED "UFER" ElECTRODE
REQ. PER ART 250-50, 1999 N.E.C.
MUST BE INSPECTED PRIOR TO CONCRETE
PLACEMENT
TYPICAL ELECTRICAL RISER DIAGRAM
SCALE: 1/411= 1'-011
Legend
o 4" RECESSED CAN FIXTURE
rn EXHAUST FAN
~ WALL MOUNTED INCANDESCENT FIXTURE
~ SURFACE MOUNTED INCANDESCENT FIXTURE
SURFACE MOUNTED FLUORESCENT FIXTURE
~ CEILING FAN/LIGHT
o .. UNDERCABINET LIGHTING
GENERAL- NOTES:
IN ACCORDANCE ~/CHAPTER 4"11.003 (2)(1) OF THE FLORIDA
ADMIN. CODE ELEC,TRIC,i~L, PLUMBING AND MECHANIC,AL
SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE
CONTRAC,TORS PERFOR,rv'fINe THE INSTALLATION, TO MEET ALL
APPLICABLE CODES. THE SYSTEMS DRAV'iN HEREIN ARE A
REPRESENTATION OF THE OV'iNERS DESIGN REQUIREMENTS.
ALL ELEC. OUTLETS IN BATHROOMS, KITCHENS .$ EXT. AREAS,
ABOVE coUNTER HT5. AND HITHIN 6'-011 Or SINKS SHALL BE
GFI (GROUND FAULT CIRCUIT INTERRUPTOR).
ALL ELEC. OUTLET5 IN BEDROOM5 5HALL BE ~IRED INTO AN
ARC-f==AUL T INTERRUPTOR I'AFI" CIRCUIT.
$3
$
db
ct
QdJ
o
SMOKE DETECTORS SHALL BE PLACED IN EACH BEDROOM, IN
HALL~AY AREAS AD~ACENT TO BEDROOMS AND OTHER
LIVING AREAS. FBC, Cl05.:2.5
PROVIDE AN OUTLET $ LIGHT l-^tITHIN REAGH OF EVERY ATTIG
ACCESS AREA FOR ANY FUTURE SERVIGE TO THE ATTIC.
3 WAY SWITCH
STD. SWITCH
110 VOLT OUTLET
220 VOLT OUTLET
DBL. FLOOD LIGHT
. SMOKE DETECTOR
'.
These plana were prepared for thla buldlng aa a minimum sarke by the desIgner. The
Contractor and/Of Owner mull verify oil dlrMnslons and actual sIte condItions. Th.
designer does not accept any responslbUlty for oml8alons or errors contained herein. The
client understands that the desIgner carrles no IlobUtty Insurance and therefore agroes to
hold harmless and defond the deaf9ner from all claims. loa", and oxp<<1sea (IncludIng
reasonable attornoy foes) arl'ln~ out of Of rosulUn~ from the pro~t. The designer wOl In
good faith attempt to pro'Ade' errOf free construction drawings. but In the ewot error.
occur, the desIgner w;I not be liable fOf cost of repairs Of delay to the constructiOn. .
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Issue Date:
01.03.05
Drawn By:
'NWM
1204-06
ELECTRICAUHVAC PLAN
IX OR 2X BUCK STRIP,
SEe ANCHOR. SGRev-l NOTe
INT. FINISH
IX FURRI NG
RIG-ID INOOL.
FRAME-lAMB
.-f
#b ANCH. v-iD.
SCREy.j EMBED
I I/e." MIN.
ri" DIA. TAPCON SCf<.Ev-l
WI!" MIN. EMBED. TYP.
SCREy.j LENGTH = 2i"
ANCHOR. NOTE. USE ONLY TAPCON ANCHORS
v-!ITH IX BUCK STRIPS AND #e. V'lOOD SCREv-iS
ONLY WITH 2X 6UCK STRIPS
TYPICAL. sUCt< 5~IP DETAIL.
N.T.e.
HEAD
~INDO~ SIZES
COOE SIZES WINDOW sIze ROUGH OPENING SIZE
WIDTH X HEIGHT
~12 194" X 26" 19~" X 26"
5H 13 194" X 38i" 19} X 3ar
SH 14 19~" X 50s" 19"X50"
5H 15 19~" X 63" 19i" X 63"
~16 19~" X 76" 19i" X 76"
5H 32/2 26." X 26" 27f X 26"
5H 3~/2 26i' X 38r 27 " X 38~"
Sri ='4/2 26i" X 50 . 271" x 50A"
Sri ~/2 26.' X 63" 27 " X 63"
5H ='6/2 26r x 76" 27 " X 76"
5H 22 37" X 26" 37~ X 26"
5H 2~ 37" X J8r 37 x J8~"
~24 37" X 50a" 31 x 50A"
Sri 25 37" X 63" 37 " X 63"
Sri 26 37" X 76" 37 It X 76"
..-
5H ='2 53f X 26" 53i" X 26"
5H 2~ 53 " X Jar 53i" x J8}
Sri 34 53~" X 50!' 53j" x 50
5H35 5.3f X 63" 5.3 .. X 63"
Sri 36 53 " X 76" 53i" X 76"
WINDOW HT
In EG. SPAce
~ ANCHORS
I. #,e, INSTALLATION ANCHORS MUST Be OF
SUFFICIENT I.. TH. TO EMBED I 1/4" (MIN) INTO FRAMING MEMBERS
2. FASTENING SCHED. FOR ALL WINDOv.l:; :;IZE::; UP TO '1 i/!}" XCI'"
(;54.:22 :;,.F.) WA DESIG-N PRESOORe OF UP TO -ro peF. IS AS FOLLOv-!S.
(~) #~ FASTENERS IN HEAD
(3) #e, rASTENER.S IN EACH ,.JAMB
(3) #b FASTENERS IN EACH SILL
3. CAULK BEHIND WINDOW FIN 0 HEAD 4 ,.JAMBS W DUO-SIL ADHESIVE CAULK
OR APPROVED Ea. USE l.ATeX CAUL.K OR. Ea. FOR THe PERIMeTER. SEAL
4. FACTORY PUNCHED HOLES IN FIN ,.JAMBS 00 NOT REG. INSTALL. SCREWS
THe IN:;,TALLATION ANCHORS SPECIFIED ARe THe ONLY REa. FASTENER5,
(THRU FIN AS SHOv-!N)
SII.-L
J;JJ
. i
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I
HINDO~ INSTALLATION
FRAME CONSTRUCTION
HEAD
~I NDOv.l HT
EG.SPACE
~ ANCHORS
I. #e. INSTALLATION ANCHOR.S MUST Be OF
5UrrtCIENT I... TH. TO EM6!::O I I/e," (MIN) INTO :2X 6IJC.K STRIPS
2. PASTENING ecHED. FOR. AI.-L v-!INDOv-lS SIZES UP TO SI i/e." X~5"
(;34.:22 S.rJ WA DESIGN PReSSURe OF UP TO iO F'SF. IS A$ FOLLOv-/SI
#b FASTENERS IN HEAD 6" IN FROM EACH .JAMB
#~ FASTENERS IN EACH JAMB, b" O.C. MIN SPACING, Ii" O.C. MAX SpACING
NOTE5.
I. Tt1E 5H25 AND ~H~5 v-lINOOr-e MEET EGRE55 REG.
2, y,uNDO~ ~PECIFIED ON THE FLOOR PLAN(S) ARe eA~ED ON
THe 5IZE~ FOUND ON THI~ CHAAT
='. IT I~ THE CONTRAC,TOR'5 RE5PON516ILITY" TO VERIFY' ~T
THe 5lZE5 OF 5ELEGTED Y-lINOOy.e ARe Tl1e SAMe OR ALLO~GE5
MADE WHEN FAAMIN6 IN THe ~H OPENING5
4. DEOUG T 3/4" FROM THe AC, 1VAL ~INOOW 51ZE TO GET THe R0U6H
OPENING5 FOR A FRAME Y'W-L IN5TALL.ATION
SIL.L
J;JJ
3. CAULK BEHIND v-!INDOH FiN 0 HEAD" -lAMeS W DUO-SIL ADHESiVe: CAULK
OR AFF'ROVED Ea. USE LATEX CAULK OR Ea. FOR THE F'ERIMETER SEAL
4. CAULK BETWEEN 6UCK STRIPS AND MA50NRY OPNG.
. i
-Q-
I
. ~INDO~ INSTALLATION
MASONR"( CONSTRUCTION
NOTe.
THE #e, ANCHOR SCREv-/~~ ARE ONLY FOR INSTALL. WA :2X 6UCK STRIP
l^lHEN USING A IX BUCK 5rRIP ONLY THe TAPCON ANCHORS ARE REa.
DOORS - R.O. CHART
FRAME OPNG. (R.O)
TY"PE OPNe. HORIZ. veRT.
FRE-HUNG5 GALL SIZE +2" &>2"
D6L.. DOORS CAL.L. size +2" ~2"
510ELlTE5 CALL SIZE &>2"
CA5ED (FRE-I-VNG) CALI.. SIZE &>1"
61-FOLDIBI-PA55
POCKET DOOR 06L.. CAL.L SIZE +2" ~~"
MAS. OPNG. (DOORS) CALL sIze +4" &>2"
If-lRAPPEO OPNe.
(ORYv-lALL) CAL.L. SIZE +1 1/4" ~11/2"
61-FOLO/6I-PAS5
5LO. GLASS DOORs CALL SIZE W"
SL.O. GL.A55 OOO~ CALL. size +1" W"
(POCKET) CALL. size -I"
WI Noo~:r · ALL TI1E MANUF. VARY,
SEE lliE WINDOW CHARTS
PROVIDED BY TI1E WINDOW
SUPPLIER
RECESS THE FLOOR ," AT TI1E SUDING GLASS DOORS
L.INTEL. OVER OPN9.
I..INrel.. O'IER OPNS. L.INTa.. OVER OPNe. I..INrel.. OVER OPNS.
..
WIll IJWA'~ I'~ 1~
~ t'
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~ ~
~ TN"COI TN"COI
'I' ".- 2~
f TN'<XJI ~ f ~ ~ f
exT. 6l..OCl<. ~;- I ~ TAI'CQI I I Iii wca. !!.><T. 6I..OCl<.
KAt-1.. t. KA<t..1..
~~ ~~ ~
II' TN"COI
~
U' 24" 2~
1'l!?;Il -r -r
\Ill 4" lotlI W.
WII WllI IotII
6'-0" SIN6I..e DOOR SINet..1! DOOR esJD6I... DOOR HlSIDEI..ITl!! Douat..l! DOO~
NOTt'!. 1/4' MAX. e.HIM eTY-lN. FRAMe . 2X 6lJG.K
TAPCON PL.ACEMENT FOR 2X 6UCf< 5TRIP5
N.T.e.
ONE JAMB ANG1-E REG.
PER VERT. TRACI<.
USE A #8 2~" PHILLIP:; HEAD Y-iOOD
SCREy.j AT ALl- ARR.Ov.l LOCATIONS AND
ONLY ON 2X SUCKS
use VIKING .O~i"Xli" HIGH CARSON
T-NAIL-S AT SPACING IND. BELOW BASED
ON TOTAL ROUGH OPNG. SIZE
VERT. TRACI<. - 16 GA. (.O!)S" MIN)
eAl-VANIZEO STEEl..
SI De LOCI<.- (2) peR DOOR,
I..OCATe OPP. eACH OTHER TO
ENGAGe eACH TRACI<.
"T'RACI< 6RACI<eTS
GARAGe DOORS AND ALL. DOOR HAR.OIi'lAR!: TO
6E! INSTALLeD PER MANUP. specs ANO
REINFORCED FOR 110 MPH V'iIND;,PEEO.
BUCK STRIP:; ARE TO BE A CONT. PIECe
ON THe TOP $ SIDES OF OPN<59. USING IX
~4 2X #2 P.T. PINE I.-UMBER (T-NAII.-S ARe
NOT TO Be USED IN :2X BUCKS, ONLY
T APCON SCREWS)
MAX.OPNG-. MAX. OPNG. T-NAIL SPC.
HEleHT WIDTH o TOP/SIDES
5'-4" =,'-1" 12" O.C.
1'-0" 6'-4" ~" O.C.
,'-Oil 12'-0" 6" O.C.
b'-I" 12'-0" 6" O.C.
DESIGN FRESSURE RATING
SINGLE DOOR FOS 6/.0 FSF NEG 6/.0 FSF
SNG. WSIDELITES POS 60.0 FSF NEG 60.0 FSF
DSL. W~O 51DEL T5. P05 4/.0 P5F NEG 41.0 P5F
se A MIN. OF (3) T-NAIL.5 0 EA. euGK STRI
THIS INFORMATION v-lAS FURNISHED BY THERMA-TRU CORP. 16e.i V'lOODLANDS DR. MAUMEE, OH (eOO)53i-ee.2-r.
CONTRACTOR MUST PROVIDE INSTALI.-. IN:;,TRUCTIONS AND COMPLETE SPECIFICATIONS FOR ANY SUBSTI11JTIONS
ENGINEER'S NOTES:
ALL v-!ORK IS TO BE COMPl.-eTED IN ACCORDANCe WITH
THE FLORIDA BUII.-DING cor:n:.
THE 8ASIC DESIGN WIND SPEED I~ 110 MPH (3 SECOND 6UST)
THE IMPORTANCe PACTOR. IS 1.0 (RESIOeNTIAW
THe eXPOSURe GA reSORY a e
THe: INTERNAL PRES5URE COEFF. a +/-.I~ (ENCLOSED) /
THE COMPONENT AND CLAODING DESIG-N PRESOORESI
ROOF ZONE I) +10 -Ie,
2) +10 -2~
3) +10 -2~
WALL ZONE 4) +I~ -20
5) +1" -::2:5
tiQ.TI;
THe MANUF. OF THe v-!INDOv-!S AND OOORS ARe TO CERTIFY
THEIR ABILITY TO WITHSTAND THE SP!::ClrIED DESIGN WIND
PRESSURe Re5UL TINe FROM THE: 110 MFH WINO SPEED AND
SUPPLY THe CONTRACTOR v-!ITH INST/,LL.ATION SPECS. A!-L
v-!INDOv-!S AND DOORS ARe TO e~: ';~STALLED PER
MANUF. SPECS.
li5 veRT. v-tALI.- REINF. FILl.-
ceLLS SOLIO
.. .
P.T. DOOR STOP OR
Y'eA THeRSTRI P
~" x ~" L-60L. T, (4) peR ;,Ioe
.
. 4, ~ .
..
.
2><l!> P.T. 0" ""'P. -JAM.. / /
TRACi<.I6RACI<.ET, PAS/TEN ~
PER MANUP. SPECS.
TYPICAL. eAF<AeE OOOR ATIACH DETAIL.
N.T .e.
IQE....r~.BC- 1:5 SA. MIN. GAl-V.
STEEl.. PASTENEO W(2) -14 x i"
THREAO-FORMING, ;,ELF-TAPPIN6
SCRElf\lS
STEEL ReINf'.- I U-BAR peR
5ECTION, PA5T. TO CTR. .
eND STILes.
1&>'-0" MAX. OPNe. v-lIDn+
LIFTIN6 CA6Les-
PRe-FORMEO eAl-VANIZEO
AIRCRAFT-TYpe CAeL!:,
SAFeTY PACTORI 3d MIN.
TRACI< 6RAC:l<eT- 1:5 eA. MIN.
GAI..V. 5TEEI.- FA5TENEO W(4)
#14 x i" Tl1REAO-FORMIN<9,
5ELF"-TAPPINe ~Re!t'lS
TYPICAL. eAF<Aee OOOR DETAIL.S
N.T .e.
Those plans were prepared for thl. bulding a. a minimum seMee by the desIgner. The
Contractor OIId/or Owner mud verify 011 dimensIon. and actual alt. conditione. The
desIgner does not accept any reaponalbUtty for omts$ons or errors contained herein. The
client understand. that the ""afgner cOl'TlH no HobDlty Insurance and therefore agrOet to
hold harmless and defend the deal9ner from an claims, 108101 and expenHl (tn-::fudtng
reosonoble attomey fOfl) artsing out of or resulUng from the pro~t. The designer will In
good faith attempt to pro-'(de error free construction drawings, but in the e\lent errora
occur, the desIgner wll not b., liable for cost of repairs or delay to the coostructlon.
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Issue Date:
01.03.05
o
Drawn By:
W'NM
1204-06
DOORIWINDOW
INSTALLATION GUIDE