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TYP. CONT. RIDGE
VENT PER CODE
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AI.-UM. WINDOv-!5,
TYP.
STUCCO WINDOW TRIM
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ARCH. STUCCO
FINISH
Al...UM. v-!INDOv-!5,
TYP.
STVCCO V>lINDOY~ TRIM
-
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THERMATRU EXT.
DOOR
FRONT ELEVATION
sc:.ale. 1/4"= 1'-0"
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Ern Ern Ern O.H.
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30 YR ARCHITECTlJRAL
5HI NGLES
:2X6 5UB-FASCIA
WDRIPCAP
ARCH. STUCCO
FINISH
CEIL. HT~--r-
WINDO~~- --
HD. HT.
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LEFT ELEVATION
5Gal~ 1/4"= 1'-0"
These plo" were prepared for thIs buUdlng as a minimum seNfce by the desl~er. The
Controcto Olld/or Owner must verify all dimensIons and actual sIte conditions. The
dealgner ':OOS not accept 01\'1 reeponslbUlt'l for omIssions or errore contained herein. The
client undntandJ that the desIgner carries no IlobDlty Insurance and therefore oW'ee. to
hold harmless and defend the deslgr.er from all claims. losses and expenses (k1cludlng
reasonable attorne( fees) arlstn.~ oot of or resulting from the project. The desIgner will h
good faIth attemp to provide error free construction drawings. but In the tWIlt errors
occur. the desIgner wit not be lloble for cost of repalra or delay to the construction.
REAR ELEVATION
Seale 1/4"=1'-0"
.....
44'-,t>'
RleHT ELEVATION
Seale 1/4"=1'-0"
ARCH.5Weco
rlNISH
AL.UM. WINDOWS,
TYP.
S1VCCO v-!IHDOv-! TRIM
44'-,e.'
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SLOPE TO DRAIN,-=:r1
CONTR. TO VERIFY
FIN. GRADE IN
rlELD
AI.-UM. WINDOV>lS,
TYP.
5TUCCO WINDOv-! TRIM
SEABREEZE
NORTH AVENUE DUPLEXES
ZEPHYRHILLS, FL 33541
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INDEX OF SHEETS
PROPOe.eD DUPLeX
PROP05eD DUPl...ex
o<<,\te
Go9'f
A 1 ELEVATIONS, SITE PLAN, INDEX
A2 FOUNDATION PLAN/FLOOR PLAN
A3 WALL SECTION, ROOF PLAN, DETAIL
A4 ELECTRICAL, HVAC PLAN
A5 DOOR/WINDOW INSTALLATION GUIDE
EXISTINS DUPLex
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EXISTINS DUPI..EX
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SITE PLAN
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Issue Date:
01.03.05
Drawn By:
WWM
1204-06
INDEX/SITE PLAN
ELEVATIONS
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FRAMING NOTESI
ALL ~OOO USED FOR SOLE PLATES OR IN CONTACT WSOIL. 5HALL BE **2, PT.
SOUTHERN YELL-Ol^l PINE.
ALL INTERIOR AND EXTERIOR 0LALLS SHALL SE #2 SPRUCE cq. SETTER.
ALL ENelNEERED ~OOD BEAMS (PARALAMS, ETC.) HAVE 6E~ OESleNED
Ac.COROINe TO THE TRUS5.J0IST SPECIFICATIONS.
5USSTITUTIONS FOR ALL SIMPSON FASTENERS AND HANGERS MUST BE APPROVED
BY THE ENGINEER OF RECORD.
ALL ELECTRICAL, PLUMSINe 4 MECHANICAL ROUGH-INS MUST SE COMPLETED,
INSPECTED AND APPROVED PRIOR TO REQUESTING A FRAl'I.l\G INSPECTION.
ALL INTERIOR DIMENSIONS ARE elVEN TO THE CENTERLINE 0: THE STUD UNLESS
NOTED OTHER0lISE.
ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF TI-€ FRAME ViALL OR
MASONRY 0LALL v.!HICH ~ILL Al...IeN ~ITH THE FOUNDATION WA.-L BELOv.!. (FRAME
0LALLS ARE HELD IN ~It TO Al...IeN THE EXT. SHEATHING WTHE FOUNDATION).
ALL 1^l000 IN CONTACT WCONCRETE OR MASONRY SHALL ~ PRESSURE TREATED
LUMSER.
AJ L v-IOOD HEADERS ARE TO BE NO LESS THAN A OSLo 2Xb #2 5YP. ~ITH A ~It
SPACER.
CONTRACTOR TO VERIFY ALL ROUGH OPENINe SIZES OF DOORS AND I^lINDO~S
P~IOR iO CONSTF<.UCTION OF THE 0LALLS.
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BEDROOM I
CPT.
BEDROOM 2
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GENERAL NOTES:
~IND LOAD DESleN PRESSURES ARE LISTED AT EACH OPENINe.
ALL SH:25 ~INDOI^l5 MEET EGF<.ESS REQUIREMENTS.
ALL HORK SHALL COMPLY v.!ITH THE PREVAILING 5TANDAF<.D 6UILDING CODES OF
THE STATE OF FLORIDA. ALL OF THE PRODUCTS AND MATERIALS SPECIFIED ON
ANY PAGE OF THIS CONSTRUCTION SET MAY BE SUBSTITUTED WTH05E OF EaUAL
OR GREATER VALUE; HOI^lEVER, ALL CHANGES MUST BE SUBMITTED TO THE
ENGINEER OF RECORD.
IN ACCORDANCE WCHAPTER 4,1.00B (2)(1) OF THE FLORIDA ADMIN. CODE
ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL SE DESIGNED BY THE
F<.ESPECTIVE CONTRACTORS PERFORMING- THE INSTALLATION, TO MEET ALL
APPLICASLE CODES. THE SYSTEMS DRAWN HEREIN AF<.E A F<.EPRESENTATION OF
THE OWNERS DESIGN REQUIREMENTS.
10'-~'
(e
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+~4~l/-Z1 PSF
BEDROOM I
CPT.
II'-~XIO'
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CLOSET
CPT.
HALL
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CPT. ''I CPT.
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LAUNDRY JBATH
:P 2'_6' "" 10'
VINYl... ^ 1 r. ~r VINYl...
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UNIT A
LIVINe ROOM
CPT.
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H.6.
FOUNDATION NOTES
I. THI:; FOUNDATION PLAN v-iAS DE;:;,Ic:;;.NED 6A:;ED UPON AN ALLOWA6LE: :;011..
BEARING> CAPACITY OF :2500 PSF (MIN) CONTRAC.TOR MUST VERIFY
AND COORDINATE AL.L SITE WORK TO MAINTAIN MINIMUM SOIL COMPACTION
REau I REMENT:;,.
2. ALL BUILDINGS ARE REQUIRED TO HAVE A PRE-CONSTRUCTION TERMITE
TREATMENT. (SEE SOIL TREATMENT NOTES ABOVE)
3. FOUNDATION SHALL CONSIST OF AN e."XI6" CONT. CONCReTE FOOTING
WITH (2) **:; REBARS ON ROD CHAIRS, SPACED NO MORE THAN 4e" O.C,
FILLED C.ELLS v-!ILL. BE VERT. -5 RODS IN ALL CORNERS AND 6E:;,IDE
EACH MASONRY OPENING-. THE MAX. SPACING- FOR ANY FILL-ED CELL.
WILL BE ~'_O" O.C. ALL RODS MUST BE BENT AND TIED TOGETHER
HITH A MIN. LAP OF :25". SEE v-iALl. SECTIONS.
PLUHB I NG NOTES
I. ALL ~TER LINES COMING IN TO THE HOL);.e WILL BE A MIN. OF I"
AND ALL ~TER LINES INSIDE THE HOUSE WILL BE A MIN. OF ~/4".
2. ALL PLUMBING FIXTlJRe L.OCATION:;, SHALL 6E VERIFIED 6'1'" THE
PLUMBING CONTRACTOR. DRAIN LINES ARE NOT STRUCTURAL AND
MAY 6E RELOC.ATED IN THE FIELD WOUT APPROVAL FROM THE
ENG-INEER OF RECORD
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UNIT B
LIVINe ROOM
CPT .
e.H 25
+24~1/-Z1 PSF
SLDG. I $ 2
FLOOR PLAN
5C,ALE 1/4"= 11-0"
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SQUARE FOOTA0ES:
LIVING AREA UNIT A: 1.111 HEATED sa.FT.
LIVING AREA UNIT 6: 1,111 HEATED sa.FT.
TOTAL: 2,234 HEATED sa.FT.
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P,T. I"'IRRJNa eTRIP& (POI..YFILM
OVER FIRRJNe), FINle.HED Wi"
eyPOOM eoAF.D
.~ VERT. ReINFORG-e;Me::NT IN CONT.
FILLED CELL, OYERL-APPINe ., 5TD,
HOOKED FOOTI~ DO"",,,,!.. :2!S" MIN.
" STD. HOO!<EO f"OOTIN6 DOI"EL.
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J CPT.
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CLOSET
CPT.
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C1'-o' O.c-. MAX. TYP.
CONC.RETE ENC.ASED "UFER" EL.ECTRODE IS
REGUIRED PER ART. :250-:;0, 1G1G1G1 N.e.c.. MUST
BE INSPECTED PRIOR TO CONCRETE PLACEMENT
4" FI.-OOR SLA6 OF ~OOO PS I
CONCRETE RE I NFORCED
W6"XbOl-IOXI0 ~M (OPT.
FI6ERMESH CONcJ eVER b MIL.
VAPOR BARRIER AtiO CLEAN,
COMPACTED (C\5%) rlL.L., TReATED
FOR TERMITES. --
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: FOR AHU 8. \,lATER HTR, :
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UNIT A
LIVINe AREA
F,F, ELEV, 0,0
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UNIT B
L1VIN6 AREA
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L__________________________________________________________~
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a'-b'
f=ILLED CELL:;' VVVE:RT.
**5 REBAR5
.
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a'-b'
6'-b"
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1~'-4"
6'-b"
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50'-0'
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BLDG. I c$ 2
FOUNDATION PLAN
AI.-L DIMENSIONS
ARE TO FACE OF
MA50NRY, U.N.O.
JI'!/PLUMBINe LAYOUT
SCALE: 1/4"= 11-0"
. DENOTES **5 VERT. REINFORCEMENT IN
e~OUT FILLED CELL5, OVERLAP :;,TD.
HOOKED FOOTING DO\t'-lEI.-S 25" MIN.
Thete plans were prepared for thIs f>lJldlng as a minimum servlce by tI'le desIgner. The
Contractor Ofld/or OWner must verify all dimensions and actual alte conditions. The
destgner does not Qccept any reeponslbVlty for omla8tona or errore contained herein. The
client underatanda thot the desIgner ~ no ltobRtty Insurance and tI'lerefor. ogre" to
hold harmless and defend the dMT9ner fr.xn all datm.. loues and expenses (tndudtnQ
reasonable attomey fees) arlalng out of or resulting from the project. The deaf9nor wDl In
good faIth ottempt to pro'dde error free construction drawings, but In tI'le event orrort
occur, tI'l. deal9ner wDI not be Itoble for coat of repatra or delay to the constructIon.
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FLOOR PLAN
FOUND. PLAN
:;ZX4 PLATE FASTENED W~"<$) ANCHOR
601.- T W:;z" FLAT v.lA:;,HER ~IN.
EMBEDMENT 4" INTO BOND BEAM @
4'-0" O.C. TYP.
::2X NAILER
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HETA-lb TRUSS ANCHOR OR EGUIV. C L APPl.Y 5HEATHING TO CENTER TRU55
EA. TRUSS TO MASONRY CONNECTION TO PROVIDE CONTINUOUS DRAFT STOP
BETv.lEEN UNITS
- "
::2X4 VERTICAL BRACE ADDED TO
EVERY VERT. OVER 4' IN I.-EN<$oTH.
BRAce TO Be MIN. ~096 LeNGTH
OF VERT. TRUSS MEMBER. FASTEN
6RACE TO VERT. WI6d COM.
NAILS C 1:2" O.C.
TYP. INTERIOR TRUS5ES
6OTTOM CHORD OF TRUSS
FASTENED TO PLATE WI6d COM.
NAII.-e. c 1:2" a.c.
~"<$) ANCHOR 60L T W::2" FLAT
v.lA5HE;R ~IN. EM6EDME;NT
4" INTO 60ND BEAM C 4'-0"
O.C. TYP.
MIN. IX4 LATERAl... BRACING, CONT. PER
TRUSS MANUF, specs.
'0'-0'
~" GYP. CEILING BOARD
TYP. END TRUSS TO MASONRY DETAIL
N.T.5.
P~-MANUF. ROOF TRUSSES ~ 24" O.C.
R~O (MIN.) BATT INe>UL.ATION IN celLINe, MAINTAIN ~,.
CLeARANcE BTI^lN. INe>UL. .. ROOF
~
~
~" 4-PL. Y CDX PI... Y~D. NAILED We>D R/S NAILS ~" O.C. ON
eDGE5 4 10" O.C. IN FieLD. U5e ~" STeeL PI... YCLIP5, **IS FeLT
AND SO YR. ARCH. SHINGLES RATED FOR 110 MPH ~INDZONE.
PROVIDE ADEGUATE CONT. RIDeE VENTS, PER CODE.
SIMPSON HETAI~ TRUSS ANCHOr<. OR EGUIV. (l365LB. UPl...IFT
RATING) @ ALL TRUSS TO MASONRY ViALL CONNECTIONS
ALUMNINYL FASCIA WCONT. veNTILATED SOFFIT
2Xb SU6FA5CIA WI~" ALUM. EAVE DRIP -
POURED LINTeL WI C.ONT. **s ReBAR
PRE-CAST ~INDO~ TRIM
I" DO~ 6LUEBOAf<.D INSUL. OVER i" P.T. FIRRING
STRIPS (POLYFILM OVER FIRRING), FINISHED W~"
GYPSUM BOARD
PRE-CAST LINTEL OR STEEL L.INTEL OVER ALL. ~INDOW
.. DOOR OPENINGS
ALUMINUM SINGLE-HUNG ~INOOv-.lS RATEO FOR 110 MPH
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25" MIN. OVERLAP AND ~" HOOK INTO FOOTING>
~OOD BASE SOARD - TYP.
4" BOOO P51 CONc.ReTe SLAB l^lITH ~"X~" **'0/10 ~M
OVER b MIL. POLY VAPOR BARRIER OVER CLEAN
COMPACTED, TERMITE TREATED SOIL.
FINISHED eRADE TO BE FIELD DETERMINED
:;,1.-0pe TO DRAIN
--
-
#5 STD. HOOKED FOOTINe DOI^lEL
PRE ENG-INEERf:D TRUS5 SYSTEM 0 :24
O.C., IN:;,TALI.-E;D PER MANUFACTlJRER'S
SPEClrlCATIONS
TYPICAL ~ALL SECTION
ROOF PLAN
SCALE 1/4"= 1'-0"
These plans were prepared for this buldng os 0 minimum service by the designer. The
Contractor and/or Owner must vorIfy all dimensions and actual alt. conditions. The
designer doo8 not accept any r08pOnslbUlty for oml88tona or errors contained heroin. The
anent understands that the doafgn.er corrlea no lfobatty Insurance ond therefore ogre08 to
hold harmless and defend the det~er from 011 claims. 1088&1 and exp<<\S&I (Including
reasonable attorney fees) artang ~t of or resulUng from the project. The designer wnt n
good faith attempt to pro'tide error free Con8tr\1Ctlon drawings, but In the e~t <<Tora
oecur, the designer wll not be liable for cost of repaTra or delay to the constnJctlon.
SCQle 5/4"= 1'-0"
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WALL SECTION
ROOF PLAN/DETAIL
[;]
OR.Y.
CONCReTe
PAO
:2 iON UNIT
2b~0e, 611)'S
8C'1e5.6 CFM
o
1:2><6
BEDROOM I
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l'tOTE: THE DUCT V'\lORK AND ALL
FLEX RUNS CAl'! CHANGE DUE TO
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DESIGNS. THE DUCTS ARE NOT
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HVAC SYHBOL LIST
D SUPPLY DIFFUSER
IZJ RETURN DIFFUSER
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1%1 SUPPLY RISER
@ THERMOSTAT
UNIT e
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ELECTRICAL PLAN
CONCReTe ENCAeED "UFEf't" E!,.Es:<,.TRooe IS
REaUIRED PER ART. :250-50,~N.E,C. MlJ5T
BE INSPECTED PRIOR TO CONCRETE PLACEMENT
SINGLE-PHASE BREAKER
PANEL W/MAIN
c:=J c:=J
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RODS, 2 EACH 8'-0" APART
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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 1/4"= 11-0"
Legend
o 4" RECESSED CAN FIXTURE
[tj EXHAUST FAN
I-$- WALL MOUNTED INCANDESCENT FIXTURE
-$- SURFACE MOUNTED INCANDESCENT FIXTURE
SURFACE MOUNTED FLUORESCENT FIXTURE
~ CEILING FAN/LIGHT
o -- UNDERCABINET UGHTING
$3
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STD. SWITCH
11 0 VOLT OUTLET
220 VOLT OUTLET
OBL. FLOOD LIGHT
. SMOKE DETECTOR
GENERAL NOTES:
IN ACCORDANCE V'i/CHAFTER 4il.OOB (2)(1) OF THE FLORIDA
ADMIN. CODE ELECTRICAL, PLUMBING AND MECHANICAL
SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE
CONTRACTORS FERFORMING 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, KITe-HENS $ EXT. AREAS,
ABOVE e-OUNTER HTS. ,A.ND 0lITHIN 61-0" OF SINKS SHALL BE
GFI (GROUND FAULT CIRCUIT INTERRUPTOR).
ALL ELEC. OUTLETS IN BEDROOMS SHALL BE V'iIRED INTO AN
ARC-FAULT INTERRUPTOR "AFI" CIRCUIT.
SrvrOKE DETECTORS SH.A.LL Be FLACED IN EACH BEDROOM, IN
H/~LL~AY AREAS AD.JACENT TO BEDROOMS AND OTHER
LIVINe AREAS. FBC ~05,2.5
PROVIDE AN OUTLET 4 LIGHT lI'ilTHIN REACH OF EVERY ATTIC
ACCESS AREA FOR ANY FUTURE SERVICE TO THE ATTIC.
These plana were prepOl'ed for thIs buldlng al a minimum servlce by the desIgner. The
Contractor and/or Owner must verify 011 dimensIons and actual site condItions. Ths
desIgner does not aecept any reepooslbUlty for omlMloos or errors contalnetJ herein. The
clT<<lt understands that the desIgner corrlel no IlotDlty Insurance and therefore ogreet to
hold harmless and ~fend the detlgner from all claims. losset and expensOl (IncludIng
reosooobl. attorney feo.) cr:,ing out of Of' resultIng from the project. The designer wDI In
good faith attempt to pro'Ade error free construcUon drawings, but In the event errors
occur, the deal9l1er wll not be liable for coat of repairs or delay to the con atructl6n.
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ELECTRICAUHVAC PLAN
I
. I
IX o~ 2X SUCK STRIP,
5Ee ANCHOR SCR.EH NOTe
INT. FINI5H
IX FURRING
RIG-ID INSUL.
F~AME .JAMB
.-1
#~ ANCH. It-lo.
SCREH EMBEO
I I/~" MIN.
Ii" DIA. TAPCON eGREH
Wl~" MIN. EMBED. TYP.
5CRE~ LENeTH = :2~"
ANCHOR NOTE. USE ONLY TAPCON ANCHORS
v-!ITH IX euCK STRIPS AND #~ It-lOOD SCREv-!S
ONLY WITH 2X SUCK STRIPS
TYPICAL. SUCK STRIP DETAIL.
~
N.T.&.
HEAD
0{1 NDOil'! SIZES
CODe 51ZES WINDOW 51ZE ROl.XSH OPENlN6 51ZE
WIDTH X HEIGHT
;.H 12 19~. X 26- 19i. X 26"
Sri 13 19." X 38~" 19} X 381"
5H 14 19.. X 50a" 19 " X 50 ·
5H 15 19t X 63. 19i" X 63.
5H 16 19A. X 76" 19i. X 76"
~H 32/2 26i' X 26. 27f X 26"
~H 33/2 26i' X 38~" 27 . X 3ar
Sri 34/2 26'. X 50f' 27f x 50~'
5H ~/2 26'. X 63. 27 . X 63"
5H 36/2 26i. X 76. 27.. X 76"
5H 22 37" X 26" 37~ X 26.
5H 23 Jr x Jar J7 x 3ai.
5H 24 37. X 50~" JT x sol"
5H 25 37. X 63" 37 " X 63"
5H :26 37" X 76" 37 · X 76"
5H 32 531" X 26" 53i. X 26. I
5H 23 53 · X 38f. 53i. X 3af
Sri 34 53." X 50 .. 53}" X 50 ·
5H~ 531" X 63. 53 .. X 63.
5H 36 5,3 · X 76. 53i. X 76"
WINDOW HT
Ea. SPACE
~ ANCHORS
-,
l. #~ INSTALLATION ANCHORS MUST BE OF
SUFFICIENT I.- TH. TO EMBeo I 1/4" (MIN) INTO FRAMIN<9 MEMBERS
2. FASTENING SCHED. FOR AL.L. HINDOHS SIZES UP TO 51 ,/~" X<:1,"
(34.22 :;,.F) WA DESIG-N PRESSURe OF UP TO "10 PSF. IS AS FOLLOv-!S.
('3) #a FASTENERS IN HeAO
(3) #2>> FASTENERS IN EACH JAMB
(3) #~ FASTENERS IN EACH SILL
3. CAULK BEHIND WINDOW rlN 0 HEAD" JAMBS !tV' DUO-SIL ADHESIVE: CAULK
OR AP1=>ROVE:D E:a. use LATeX CAULK OR E:a. FOR THe PERIMeTER SEAL
4. FACTORY PUNCHEO HOLES IN FIN JAMBS DO NOT REa. INSTALL. SCREV6
THE INSTAL.LATION ANCHORS SpeCIFIED ARe THE ONL.Y ReG. FASTENeRS,
(THf<.U FIN A$ SHOv-!N)
SII.-L
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~INDO~ INSTALLATION
FRAME CONSTRUCTION
HEAD
I. #a INSTALLATION ANCHOr:t.'? MUST BE OF
5UrrICIENT L TH. TO EMBED I lie." (MIN) INTO :2X SUCK STRIPS
2. FASTENIN<9 SGHED. FOR AI.-L WINDOv-!S sizes UP TO 51 ,/a" X<:15"
(34.22 S.F) WA DES/G-N F':'~E$5U~ OF UP TO "10 PSP. IS A~ FOLL.Oy.j$,
#~ FASTENERS IN HEA~ {,," IN FROM EACH .JAMB
1$~ FASTf':NERS IN EACH ..'AMB, b" O.C. MIN SPACING, Ii" O.C. MAX SPACING
NOTES.
I. n-IE 5H25 AND 5H35 WINOOve MEeT E~RE55 REG.
2. WlNOOr-e 5PECIFIED ON n-IE FL.OOR PLAN(5) ARe E-'A5~D ON
THe ~IZE~ FOUND ON THI5 CHART
~. IT 15 THe CONTRAC.TOR':} RE~PON~16ILl"""" TO VERIFY THAT
THe 5fZE5 OF 5E1..EGTED Y-lINDOH5 ARe THE 5AMf: OR A1..1..0YV\NCE5
MADE WHEN FAAMI~ IN THe ROU6H OPENINGS
4. DEOUG T ~/4" FROM THE AC. TVAL WINDOW 51ZE TO ~eT THE ROUGH
OPENINGS FOR A FRAME ViALL IN5TALLAT!ON
y.jl NOOv-t HT.
Ea. SPACE
~ ANCHORS
,
3. CAULK BEHIND WINDOH rlN 0 HEAD. ..JAMeS !tV' DUO-SIL ADHESive CAULK
OR APPROVED EG. use LATEX CAULK OR Ea. FOR THE PERIMETER seAL
4. CAULK BETHEEN BUCK STP,IPS AND MASONRY OPNe.
SILL
~~.~J
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I
~INDO~ INSTALLATION
MA50NRY CONSTRUCTION
NOTe,
THe #~ ANCHOR SCRE~S ARe ONLY FOR INSTALL. V-VA :2X euCK ~T~IP
WHEN USING A IX 6lJCK STRIP ONLY THE TAPCON ANCHORS ARE REa.
.'
DOORS - R.O. CHART
FRAME OPNG. (RO)
lYPE OPNG. HORtZ. VERT.
FRE-HUNG:> CA1..L size i'2" ~2"
f---
DeL.DOOf'::} CALL ~IZE i'2" b:2"
51DELlTES CALL 51ZE b2"
--
CA5ED (FRe+WG) CALL SIZE ~l"
BI-FOLD/6I-PA5S
POCKeT DOOR D6L. CALL 51ZE +2" b3"
MAS. OPN~. (DOORS) CALL SIZE +4" b2"
~PED opNG.
(D RYHAL L) CALL 51ZE +1 1/4" bll/2"
6t-FOLD/6I-PA55
51..D. Gl..A5S DOORS CA1..L 51ZE (}O"
5LD. GLAS5 DOO~ CALL size +1" 00"
(POCKeT) CALL 51ZE: -I"
WI NOOWs-' .. ALL THE MANUF. VARY.
SEE THE 'WINDOW CHARTS
PROVIDED BY THE WINDOW
SUPPLIER
RECESS THE FLOOR ," AT mE SLIDING GLASS DOORS
1-INTeI.. OVER OP~.
1-IN11:1.. OVER OPNe.
.-
WI! IJI~ '.-1 ,.- !~
~
2'- ..
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~ TAI'CCIl
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NOTe. 1/4' MAX. eHlM an-lN. FRAMe . 2X E9'..!G-1<.
TAPCON PLACEMENT FOR .2X 6UCf< STRIPS
N.T.&.
ONE .JAMB ANGLe REG.
PER VERT. ~CK
USE A #e :2~" PHILLIPS HEAD WOOO
SCREv-t AT ALL ARROv-t LOCATIONS AND
ONLY ON 2X 6UCKS
SUCK STRIPS ARE TO BE A CONT. PIECE:
ON THE TOP 4 ~IDES OF OPN6S. USINe IX
c::t4 2X #2 P.T. PINe I.-UMBER (T-NAILS ARe
NOT TO BE: USEO IN :2X SUCK$, ONL. Y
T APCON :;CREW~)
use VIKINe .0~1"Xli'l HIGH CARSON
T-NAILS AT :;.PACINe IND. BE LO\;'-l, eASED
ON TOTAL ROUG-H OPNG. SIZE
ENG I NEER'S NOTES:
ALL HORK 15 TO ee COMPLETED IN ACCORDANCe HITH
THE FLORIDA 6U1LOINe CODE.
THE 6ASIC DESIi5N HIND SPEED IS 110 MPH (3 SECOND 6UST)
THe IMPORTANCe PACTOR IS 1.0 (RE5IDE:NTlAW
THe eXPOSURe CA TE<90RY ::II 6
THE: INTERNAL.. PRES~RE COEFF. :;I +/-.I~ (ENCL.OSED)
THE COMPONENT ANO CL.ADDING DES/G-N PRE55URE5,
ROOF ZONE: I) +10 -Ie
2) +10 -2<:1
3) +10 -2~
WAL.L ZONE 4) +I~ -20
5) +I~ -2~
.t::!.Qni
THe MANUF. OP TIe HINOOW$ AND DOORS ARe TO CERTIFY
THEIR ASILliY TO WITHSTANO THe. speclrlEO DESIGN WIND
PRESSURE RE5ULTINe FROM THe 110 MPH WIND SPEED AND
SUPPLY THe CONTRACTOR v-!ITH INSTAI.-LATION SPEC:;'. AJ..,L
It-lINDOlt-l$ ANO DOOR5 A~ TO eE IN:;,TALLEO PER
MANUF. SPECS.
#5 VERT. HA1..1.- REINF. FIL.L
CE1..1..~ 501..10
~. x ~" 1.--601.. T, (4) PER 51De
.. " .
P.T. DOOR ~TOP OR
YEA THERSTRI P
4.. .
:2)0 P.T.":2 "TP...JA>.<6 /./
~~RACKeT,PASTEN ~
PER MAt-l,JP. $PEC9.
TYPICAL eARAeE DOOR ATIACH DETAIL
N.T ,9,
TOP FIXTlJRe- 1:5 eA. MIN. <SALV.
STEEL PA5TENEO W(2) 1t14 x i"
THReAO-FO~IN~, $EL.P-TAPP1N~
5C~9
9TEEL REINF.- I U-6AR PER
5eCTION, FAST. TO CTR. .
END 5TI1..ES.
I~'-o" MAX. OFNe. WIOTH
I.-jPTIN~ CAB1..ES-
PRE-FORMEO eAt- v ANI ZEO
AIRCRAFT-TYFE CA61..e,
SAFETY FACTOR. 3d MIN.
VERT. ~K - 16 GA. (OSS" MIN)
eALVANIZEO STEEL
5JDe 1..0Cl<- (2) PER DOOR,
1..0CATe OPP. eACH OTHER TO
EN<SAGe eAGH TRACK
TRACK BRACKeT9
eARA6E DOORS AND ALL DOOR HAROV-lARl': TO
ee IN~TA1..1..EO PER MANUP. 5PEC9 AND
REINFORCEO FOR 110 MPH WIND5PEEO.
MAX. OPNG. MAX. OPNG-. T-NAIL 5PC.
HEIGHT WIDTH o TOP/SIDES
5'-4" 3'-1" 12" O.C.
i'-O" 6'-4" ~" O.C.
i'-O" 12'-0" 6" ",C.
Glt'-I'I /2'-0" bot O.C.
DESlcSN PRESSURE RATING
SINGLE DOOR POS 61.0 P5F NEG 61.0 PSF
SNG. WSIDELITES POS 60.0 PSF NEG 60.0 PSF
DSL. W010 SIDEL T5. FOS 41.0 FSF NEG 41.0 PSF
SE A MIN. Or (3) T-NAILS 0 eA. BUCK. STRI
THIS INFORMATION WAS FURNISHED 6Y THERMA-TFW CORP. 16Glt"1 WOODL-ANDS DR. MAUMEE, OH (e;OO)53,-~€}::2,.
CONTRACTOR MUST PROVloe IN$TALL. INSTRUCTIONS AND COMPLeTe SPECIFICATIONS FOR ANY SUB:=.TI11.JTIONS
TRACK eRACt<.eT- 1:5 eA. MIN.
<SALV. STEEl.- FASTENEO 1'11(4)
~14 X ~" TH~AO-F'OR.MIN~,
5EI.-P-TAPPINSo ~"Ej.'~9
T'r"PICAL. eARAee DOOR DETAILS
N.T .&.
These plans were prepared for thll buldtng QS a minimum sarke by the desIgner. The
Contractor ond/<< Owner muat verify 011 dimensIon. and octl.lol site conditione. The
desIgner does not accept ony re8pOt\slbDlty for oml88lons or errora contained herein. The
cltent understands that the desIgner corrtes no lIabDlty Insurance and therefore agroet to
hold hQfTT\lesa and defend the designer from alf claims, r088e1 and expenses (IncfudIng
reasonable attorney feet) arising out of or rosultlng from the pro}&ot. The deal9ner wUI In
good faith attempt to pro~de error free construction drawing.. but In the event errors
occur. the desIgner wVI not be !Table for cost of repairs or delay to the construction.
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Issue Date:
01.03.05
o
Drawn By:
WNM
1204-06
DOORl'NINDOW
INSTALLATION GUIDE