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FOUND A TION NOiEo:
L OEE ~EET oNI FOR TERMITE PROTECTION
5PECIFf CA TION5
2. A FOUNDATION 5URYEY 5l-lALL BE PERFORMED
AND A COpy OF T!-tE SURVEY 5!-tALL Be ON T14E
SITE FOR T14E BUILDING IN5PECTOR5 USE OR ALi
PROPERTY MA~R5 eHALL BE EXFOoED AND A
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DATE :
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AUTOCAD FiLE NAME
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ENGINEER OF RECORD ;
DANSCO
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SHEET DESCR!PT:ON :
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o 5AMUEL A. GREEN6ERG, F.E. 4r.?4245
o T~Y !-t. HUYNH F E. ~e>I22
o IRWIN J. 6EN&ON, FE. -4~15e
o All Ae6A& ~AK!M, FE. ~b18b
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GUST, EXPO$l..~ 'e" IlJIND m (2001 EDITlCW.
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LATEST DATE : REVISION DATE: ; !
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09/24/03
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FLOOR PLAN NOTES:
1. SEE Sf.+EET SN2 FOR COMPONENT .$ CLADD ING
DESIGN PRES5URE TABLE.
2. SEE Si-4EET SDW! . &DW2 t=OR DOOR A\iD
WiNDOW TABLES AND fN$TALLAT10N INFORMATION.
3, ALL PLUMBING, ELECTRICAL, AND MECi-4ANICAL
R0U6l-1-IN5 MUST BE COMPLETE, INSPECTED, AND
APPROVED 6EFORE REQUESTING TI-lE FRAMING
INSPECTION (PER Fee l~h).
4. *- DENOTES EGRESS WINDOW
D SAMUEL A. G~ENeERG, PE, ~4245
o Tl-lUY 14. l-lUYNl-l, P.E. ~ii?)I22
D IRWIN J, 6EN&oN, PE. j4S1S8
D A!..I ABBAS l-lAKIM, FE. 'S~18b
TO ThE fEeT CI- Ttf ~S ~ tID 6EUf, TI1E
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DATE :
05-116=02
SCALE :
AS NOTED
DRA'NN BY :
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AUTOCAD mE NAME
1]7711
ENGINEER OF RECORD ;
DANSCO
!eNG!NEERING, P,A.
SHEET DESCRIP110N :
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LATEST DATE : iN PROCESS
REV1S!ON DATE : DESCRiPTiON :
09/24/03
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---
WALL LEGEND
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ROOF t=RAMfNG NOTES:
L SEE 5l4EET 551 FOR 5t-+INGlE [1\ifOf<MA TION
AND INSTAllATION fNoTRUCTfONS
o &AMUEL A. GREEN6ERG, F.E. ~424:;
o THU"r" H. l-IUYNH, PE. ~e>ln
D IRWIN J. 6EN50N, P.E. "4~15a
D ALl A66AS ~AKIi1, PE. flS~180
TO m: BEeT ct: 1H: OOil'eR'$ ~ ~ me:, *
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11-115 DRAUhW AND DE$l6N 15 v AI.lD FOR 12 \'1CWH5 tffER TIt
DATE 15 SIGNED AND SEALED.
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DATE :
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SCALE :
AS !NJOuEfD
DRAWN BY :
!BQLL "VI ANCIE
AUTOCAD FilE NAME
11771
ENG:NEER Of RECORD :
DANSCO
ENGllINEERaNG. P .A.
SHEET DESCRIPllON :
UPPER
FfLOOrR
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SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEAll-HNG DETAil
- SIMPSON Hl0 OR EOVAL
@ EA. OU1LOOKER
lI'1F'€>ON 143 CLIP 2w)(4" OUTLOOKER (j) 24" O.C,
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FROM EA. END TYP. BOTTOM CORD
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ELECTRICAL NOTES
THESE DRA~INGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL
wORK,
THE CONT~AGTg~ ~KAlL vt~f~Y tHE EXACT LOCATION OF FIXTURES AND OUTLETS AT JOB SITE BEFORE
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UNLESS OTHER~lSE NOTED, ALL CONDUCTORS SHALL BE COPPER \JITH 'T~' INSULATION FOR SIZE #10
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R.ORJOA OOLDm CODE, 6tCTICN ~~ FOR \20 M.PJ.!. 3 oeccw
GU$T, ~ '61 00 Z~ <2001 EDl1'IOO
11115 ~ AI() DE&!GN IS VALID FOR \2 ~ t.FTER lllE
DA1E IS ~ AND efIiED.
$/GNED AND OEALEP fOR Tij: &T~ PORrICN Cf M5
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BY OTHERS.
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FOR BLOCKING ~ PLY-WOOD
BY OTHERS
\
BLOCK SOLID
BY OTHERS
TOP @ 12'-1-0
REfER TO HlB-91
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TRUSS IS HELD IN 2-1/4'
FOR BLOCKING & PLY-WOOD
BY OTHERS
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SIMPSON
TRUSS JOINT UPL 1FT CONN. FASTENERSu
rrPE LOCA T ION (L6S) CONNECTION QTY. CAPACITY PER CONN.
A36 LEFT 1023 +--110 2 1100 32-8d X IV2'
RIGHT 1023 HI0 2 1100 32-8d X IV;?"
NOTE: ALL OTHER TF<U5S 6RG. CONNECTIONS ARE SiMPSON MET A2e! OR EQUAL
FOR MA60NRY: 5lMP60N H10 FOR FRAME: 4 Hue2~ FOR !-tUNC:; TRue5Ee
ON GIRDERS UNLESS OTHERWISE NOTED.
TH-EOE TRuee UPLIFT VALUEe ARE LEse THAN CONNECTION CAPACITy.
MAeOl\lRY META20 I lS0@ 14-10d X 1V2'
TIMBER HIe! I 85e! 1~ -8d X lV2 'J
!-lUNG !-tue2~ 1 12~ 20-10d x 3'
t? 5P AN fRU55f5 fOP CORD eX51f.Nt?fD
fOR fOP CORD fO BfAR ON fOP Of W!i-~
fl~L-t? fO ~iM Df/RIN0i sout?,
0i~R5 BY O-r~R5
4' -0-0
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BY OTHERS
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TRUSS JOINT UPLIFT CONN. PAS TENERe..
TYPE LOCATION (LeS) CONNECTION QTY. CAFACITY PER CONN.
NOTE ~ ALL OTHER TRUSS BRG. CONNECTIONS ARE USP HTA2@-18 OR eQUAL
FOR MASONRY~ USP 1-4C10 FOR FR.AME: 4 T1-4D2.o FOR HUNG TRUSSES
ON GIRDERe UNLESS OTHERWISE NOTED.
THESE TRUSS UPLIFT VALUES ARE LESS Tf-lAN CONNECTtON CAPACITY.
I MASONRY HTA2~-18 1 \&0e> 14-10d X tV2 m
TIMBER l-4C 10 I le>~S 18-ed x 1v21
I-lUN<::: Tf-lD26 1 1&2~ 18-1.od x 3V2"
DETAIL
DD
ROOF fRAMING NOTE5~
L SEE SHEET 63.1 FOR $HIN6LE INFORl'1A TION
AND INSTALLATION INSTRUCTIONS
DATE :
05-116-02
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DRAWN BY :
fEUL!L 'VI ANCfE
1/4" = 1'-0"
o SAMUEL A. GREENBERG, P.E- "34245
o Ti-tUY H. HUYNI-4, F> E. ~0122
D IRWIN J. 6EN$ON, F>.E. lt4<a11;e
o ALl A66AS I-4AKIM, PE. ~o1~
AUTOCAD FILE NAME
11771]
Cllt
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Double C01"\nectora to be placed cHa90l1all~ to each other.
.. Do not. drive nalla t.hrough the trU$a plate on t.he oppoalte elde aT the truaa
whIch could force the f:'late off the truss.
... Mounted verticaP::/
TO M; ee$T Cf 1l-E OONEER$ ~ AND 6El..IEF, Tl-E
o~ ~ 4() $ffCflCArlCN5 cct1PLY u.m~ ThE
Fl..ORJDA OOLOm CODE, 5ECTIa-i 1h~ ~ 120 MPJ.l. 3 5ECCW
GOOT, ~ '13' 00 Za-iE (2001 EDiTl()l).
1l4I$ PAA.Um ~ DES(ti IS YPLID ~ I2I1CMl-l6 tfTER THE
DAre 15 ekJNED AND eEALEP.
$~ ~ 0EALfD FOR Tl-E 5~ PORTICN Cf m$
~~Y.
ENGINEER OF RECORD :
lOANS CO
ENQENiEEIRINGt. P.A.
SHEET DESCRIPTION :
ELf V A liONS D,E,F
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S TRUe TURAl NOTE:S i~.~''=-o~=-~"~~".
I. SPECIFICATIONS
I. I.
S TRue TURAL NOTES
S TRue TURAL NOTES
S TRue TURAL NOTES
3. DESIGN METHOD
CONSTRUG TIQ~-.j :
I. i. I.
I. I. 2.
I. I. 3.
I. 1.4.
I. I.:>.
!. 1.6.
I. I. l.
.---
,.,-. ,.- .--
3. I.
ACI 31e-02 WILDING CODE REQUiREMENTS FOR SffiUG11JRAL CONCRETE
ACI 530/ASCE 5fI1"1~ ~~.~':'~. ;:y~! ::;30, i)AscE hM1S 602-'1'1
SPt:CIFiCATONq fs~ ~~A50N.~'i" STRvc:n.)RES.
M)TM <.:'<;!";0?-_8.2, (:.416-'11, AND 0'10-<10 SPECIFiCATIONS FOR MASONRY STRUGTlJRES
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRLlCTION. 2001 EDITION, AND ALL
ACCOMPANYIN6 SUPPLEMENTS.
FLORIDA BIJILDiN6 CODE (FBC). .:2091 ~l?'TlON
3.2.
"MANI.'f\L ()F 'ftfEEL C.ONsTRlJC,TION, AllOHABLE STRESS DESI6N", BY l1-JE AHt'R!cAN
IN~,[Tf1Jm Of: ST8::L CONSTRlJC,TION, (AISC) ClTH EDITION.
3.3.
"DESIGN SPECIFICATION FOR liGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTIT1JTE (W!) i'1q? EDITION.
! 2. DESiGN;
1.2. I.
1.2.2.
1.2.3.
I. 2. 4.
1.2.5.
1.2. o.
ACI 31e-02 BUILDiNG CODE REQUiREMENTS FOR STRUC11JRAL CONCRETE
ACI 530IASCE 5/TMS 402-'1'1 ~ ACI 530, I/A5CE O;n-1S 602-gQ
SPECIFiCATiONS FOR MASONRY STRUCll.JRES.
ASn-1 C210-<:12. <;:.""!.16-'1i, AND CcjO-<10 St'iECit'=ICATIOl-.6 P'OR MASoNRY STRlJC,TiJRES
t;.ATIONAL i7Bie.N SPECIf=iCATIONS (NoS) f=OR HOOD CONSTRUClION. 2001 EDITION, AND ALL
ACCOMPA"iYING SUPPLEMENTS.
PL YHOQD DBi6N SPEcFICATIONS (APA)
FLORIDA l3UiLD.N6 CODE (A3C), 2001 EDITION
3.4.
LOAD FACTOR DESIGN:
4.4.
3.1. I.
THE LOAD rACTOR DESI6N METHOD HAS USED TO DESI6N :
CAST-iN-PLACE CONCRETE SLABS AND FOOTINGS
SERVICE LOAD DESI6N :
3.2. I.
THE SERVIce LOAD DES:GN METHOD HAS USED TO DESleN :
~AS<.?NRY HALLS AND liNTELS
INTERIOR AND EXTERIOR HOOD FRAMIN6 AND SHEATHIN6
STAiRS AND FLOOR !"RAMINe
ROOF FRAMIN6, SHEATHIN6 AND UPLiFT
LOAD COMBINATIONS FOR LFRD DESIGNS ;
3.3. l.
3.3.2.
THE FOLLOWJNG LOAD COMBINATiONS HERE DESIGNED FOR ,
TOTAL DL + fLOOR LL + f<.00f' LL
TOTAL DL + FLOOR Ll. + WL
TOTAL DL + HL
ALL ROOF AND FLOOR TRUSSES SHALL BE DES!6NED TO RESIST THE HORST LOAD
COMBINATIoN REWLTiNG IN 11-JE MAXIMUM STRESSES PLAcED ON THAT C01'1PONENT.
BOTrl PART1AL, fULL, AND ALTERNATtN6 SPAN LOADING ARE TO BE CONSIDERE'D.
DESIGN ASSUMPTIONS:
3.4. I.
ALL FOIJNDA TIONS ARE CENTERED UNDER SVPPORTED COLUMNS AND HALLS UNLESS
SHOHN 0T'!-IERH1SE IN THE DESIGN PLANS.
4. MATERIALS
1.3. SHOP DRAHINGS :
4. I.
1.3. !.
1.3.2.
1.3.3.
THERE SHALL ~OT BE ANY DEVIAT10NS FROM THESE DES;OO PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAHIN6S HlTHOUT HRITTEN APPROVAL FROM
TIiE EN61NEER OF RECORD.
AlL SHOP DRA~iNGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PROR TO,
111E COMMENCEMENT OF CONSTRUCTION.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. RE6. PE. AND SHALL INCLUDE: DRA0liN6S AND cALCULATIONS, REACTIONS AND
BEARiN.G POINTS, BRACiNG REQUiREMENTS, AND CONNECTIONS TO
SUPPORTING TR'v'SS MEMBERS.
2. DESIGN LOADS
2. I. DEAD LOADS:
2.2.
2.3.
2.4.
2.5.
2. I. I.
2. I. 2.
2. 1.3.
2.1. 4.
2. 1.5.
2. I. o.
2. 1.1.
2. I. e.
2. I. <1.
2.1.10.
UNIT 0EI6HT OF SOIL, COMPACTED:
UNIT NEI6HT OF REINFORCED CONCRETE :
UNIT N::16HT OF e-" C.M.l!. BLOCK :
1ST FLOOR SUPERIMPOSED LOAD ,
UNIT HEIGHT OF 2x4 PARTITION HALLS,
UNIT Jr.E16HT OF 2x6 BEARING HALLS:
BALCONIES ~ DECKS:
TILE ROOF
TOP CHORD ,
BOTTOM C+10RD ,
SHINGLE ROOF
TOP CHORD .
BOTTOM CHORD :
FLOOR TRUSSES
120 PCF
150 PCF
40 PSF
20 PSF
!I PSF
12 PSF
15 PSF
4.2.
15 PSF
10 PSF
I PSF
10 PSF
15
LIVE LOADS:
2. 2. I.
2.2.2.
2.2.3.
2.2.4.
2.2.5.
2.2.6.
2.2.1.
2.2. e.
2. 2. '1.
SIDEHALK AND DRIVEHAY LOAD:
6ARA6f LOADS :
CORRIDORS AND BATHROOMS:
PARTITIONED ROOMS:
BALCONY AND DECKS ,
STAIR..HAYS AND LANDINGS,
ROOF:
FLOOR TRUSS
TOP CHORD MiNiMUM,
200 PSF
50 PSF
WPSF
40 pes
40 PSF
40 PSf
20 PSF
40 PSF
ROOF TRUSS
TOP CrlORD MiNIMUM:
20 pes
RAILING LOADS:
2.3. I.
2.3.2.
2.3.3.
2.3.4.
ALL RAILING AND 6UARD RAIL SYSTEM'S ARE TO BE DESIGi-olED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPliED AT ANY POiNT AND IN ANY
DRECT10N ON T+1E RAtLlNG.
ALL RAILiNe AND GUARD RAIL SYSTEHS ARE TO BE DESIGt-JED TO HI7HSTNlD A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAiL AND A SIMVLTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOHNWARD AT THE lOP OF THE GUARDRAIL
6UARDRAIL SYSTEM SHALL BE DESIGNED TO NiniSTAND 200!b CONC.ENTRATED
HORIZONTAL LOAD APPliED ON I SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3,1., 2.3.2 ~ 2.3.3. ARE NOT REGliIRED TO BE APPLiED SIMULTANEOVSLY, l3UT EAcH
4.3,
SHALL BE APPLiED TO PRODVCE THE ~AXIMlJM STRESSES IN THE t'1EMBER COMPONENTS.
HIND LOADS:
2.4. I.
2.4.2.
HIND DESI6N TO BE CONDUGTED IN ACCORDANCE Nlm SECT. 160b OF THE
fBC" 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND rSIJST,
EXPOSURE ;'B", IMPORTANCE FACTOR "l" '" 1.0. ENCLOSED l3UILDINrS.
liET UPliFT DEAD LOADS - 10 PSF SHiNGLE', 15 PSF TilE
DEFLECTIONS :
2.0. I.
FLOOR ffiUSSES SHALL LIMIT DEFLECTION TO 1/3b0 TIMES THE SPAN FOR LIVE LOADS
AND 1/240 TiMES THE SPAN FOR TOTAL LOAD.
4.5.
REINFORCING STEEL:
4. I. I.
4. 1.2.
4. 1.3.
4.1.4.
4.!.5.
4. I. 6.
4. I. '1.
4. 1.8.
REINFORCING STEEL SHALL BE ASTM A6i5-Q4 6RAOf' 40, f'y '" 40 KsI
LAP SPLICE SHALL BE AS FOLLONS: ~5 BAR 25", \1'4 BAR 20", ll'3 Br\R <5".
ALL DIMf:NSIONS PERTAINING TO THE LOCATION OF REiNrORC:N6 ARE TO THE
CENTERLINE Of EACH BAR EXCEPT ~ mE COYER DIMENSION IS SHQHN TO l1-JE
rACE OF THE CONCRETE.
REINFORclNrS DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
REINFORCING MECHANICr\L COUPLERS ARE TO DEVELOP 125 % OF ,HE RE:::QlJIRED
YIELD STREN6TH OF THE BAR AND ARE TO BE APPROv'ED BY THE EN61NEER OF
RECORD.
DESleN COVER REQUIREMENTS,
C-i-P CONCRETE FORMeD A<SAINST EARTH ,
C-I-P CONCRETE EXPOSED TO EXTERIOR ,
C-I-P CONcRETE NOT EXPOSED ,
6ROUT fiLlED MASONRY:
PRE STRESSED CONCRETE LiNTELS (ADD. REBAR iN) :
PRE CAST 6ROiJT FILLED liNTELS (ADD. REBAR IN) :
HELDED HIRE FABRIC (NHF): ASTM Ale5-ClOa.
DETAIL R'EINFORCEMENT iN AcCORDANCE wlm ACI 3:5-LATEST EDITION.
3"
2"
I 1/2"
3/4"
I 1/2"
11/2"
CONCRETE :
4.2. I.
4.2.2.
4.2.3.
4.2.4.
4.2.5.
4.2.6.
4.2.1.
CONCRETE TYPE
MODULES OF
MIN. 2E? DAY ELASI1CITY
DESIGN (t'c) DESlrSN (E)
4.6.
C-I-P CONCRETE (NORMAL HElrSHT)
C-I-P eROUT
PRE CAST CONcRETE LINTELS
2,850 Ksl
2,850 K5>1
3,122 KsI I
2:500 PsI
2:500 Psi
3.000 PSI
PRE ST'RESSED CONCRETE liNTELS 5,000 Psi 4.030 KsI
CONCRETE SHALL CONSIST OF I" MAXIMUM AG6Rf.6ATE CONCRETE i"'lIX HITH SLUMP
BETHEEN 6" AND T' AT TiME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
cRiTERIA.
GROUT SHALL CONSIST OF PEA ROCK (3/B" MAXIM\JM A66RE6ATE) CONCRETE MiX
HITH SLUMP BEl1^iEEN E?" AND 10" AT TIME OF PLAcEMENT. SEE SPECiFICATIONS fOf<.
ADDITiONAL CRITERJA.
CONSTRUcTION JOINTS NILL BE PERMITTED
4.1.
METHOD OF' CONCRETE FORMING, PLAcEMENT AND CURING SHAlL BE CONDUCTED iN
Acc.oRDANcE HITH THE SPECiFICATIONS AS STAIc:D.
EARTH SUPPORT1:D SLABS (EXCLUDING EXTERIOR HALKHAYS Ii DRIVEWAYS) :
3 1/2" MIN. THiCKNESS HI MIN. REINFORCEME:NT OP 6.0 x 6.0 HI 1.4 x 1.4 rtHF @
HID-DEP1-H OF SLAB. Fl3ER MESH MAY BE USED !LO. HWF @ COtITRACTQRS DISCRETION.
CONCRETE PLACEMENT PRACTiCES SHALL BE IN ACCORDANCE HI ALL
ACI- HCP Ic;C\C\ STANDARDS.
CONCRETE MASONRY :
4.3. I.
4.3.2.
4.3,3.
4.3.4.
4.3.5.
4.3. O.
4.3.1.
FILLED CELLS HI (I) iQ BAR SHALL BE LOCATED @ b'-O" O.C. MAX, @ BOTH SiDES
OF OPENiN6S 6'-0" HIDE OR MORE, @ 11-JE HIGH SIDE OF ALL MASONRY HALL
STEPS, Ii @ ALL CHAN6ES IN DiRECTION OF THE MASONRY YV\LLS.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM 010-'10, TYPE II
NON-MOIST1JRE CONTROLLED.
ALL cELLS Ii CAVITIES BELOH rSRADE HILL BE FILLED iAlI CONcRETE IN AlL
STEM HALLS.
THE A66RE<SATE STRENrSTH OF THE BLOCK AND MORTAR SHALL BE F'm '" 1,500 PSI
MINJMlJM.
MEmOD OF CONCRETE MASONRY PLACEMENT AND CONSffiUCTION SHALL BE
COND\)CTED IN ACCORDANcE NITH THE SPECifiCATIONS AS STATED.
MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRUCT:ON.
LINTELS SUPPLIED BY APPROVED MANUFAclVRER.
I) FECP/CAS-r-CRETE CORPORATION
2) POv--lER CONCRETE
3) ALliED PRECAST
4) LOTI
5) MARION MASoNRY
0) HIEKYiA
S TRUe TURAL LUMBER :
4.4.1.1.
4. 4. 1.2.
4.4.2.
4.4.3.
4.4.4.
4.4,5.
4.4. o.
4.4.1.
4.4. e.
4.4. ct.
4.8.
SOIL:
INTERIOR LOAD BEARiNG HALLS S.P.F., fb ::: 615 PSI, E '" 1200 Ke-l
ALL EXTERIOR FRAMINrS S.P.F., fb '" 615 PSI, E '" 1200 Ksl
ALL FRAME HALLS TO BE cONSTRIJC.TED USING S.P.F. ,
STUD QlJALITY OR BETTER
4. e. I.
4. e. 2.
MINIMUM SOIL BEARING PRESSURE CAPACiTY OF 2000 PSF.
ALL SOiL IS TO BE CLEAN t POISONED FOR TI::RM1TES PER A3G 2001 SEC T!O~
104.2.0,104.2.1, 1403.!.o, 1503.4.4, lelb, IGtlb.15, 2303.1.4, Ii 2304.
TERMITE PROTECTION -
PLANS MUST SPECIFY TYPE OF TERMITE TREATMFNT
ALL PL YVVOD USED FOR EXTERIOR APPLiCATIONS
SHALL BE APA RATED SHEATHIN6 EXP I UN-O.
ALL PLYHOOD LlSED FOR INTERIOR APPLICATIONS SLlCH AS SUB FLOORING AND
SHEAR NALLS SHALL BE APA RATED SHEATHIN6 EXP I U.N.O.
If OSB BOARD IS TO BE USED IN PLACE OF PL YHOOD is TO HAVE SIMILAR OR
6REl..TER SECTION PROPERTIES.
ONLY SffiOCllJRAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATiON. HOOD iN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATiNG.
v./HEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACT1JRER IS TO SUBMIT SHOP DRAHiN6S TO THE ENGINEER OF RECORD.
DESIGN, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANGE Nlm THE I;DESlrSN
SPEciFICATION FOR L1G+1T METAl PLATE CONNECTED HOOD ffiUSSES" BY THE
ANSlfWl 1-1<1<15, HIB-C!I AND QST -ee.
UNTREATED HOOD SHAll. NOT BE !N DiRECT CONTACT wlm CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATiONS WITl-iOUT HaODEN -rop PLATES,
ALL E><TER.JOR FRAME HALLS SHALL HAVE 1/e-" ST1JC.CO FINiSH PER ASTM C. Cl26.
APPLY 3 LAYERS HI mlCKNESS OF lie" oYER METAL LATH. Fif<.ST 2 LAYERS 3/8' THICK.
EACH, AND 3RD LAYER lie" THICK.
. Soil Chemical Barrier Method
. Other treatment - Mi.!st specIfy proposed method and submit doc.umentotlon, ,,,hic.h
sutntantiates the proposed method, is an approved termite prote<:.tion s':jstem or method.
IF CHEMICAL SOIL TERMITE TREATMENT is USED
I.
Ff3C. 1042.0 - "A permanent sign whlc.h identifies the ter'l1lte treatment provider
ond need for re:-inspec.tlon and treatment contrad reneNal shall be provided.
Tne sign shcn be posted near the Ha!:er heoter or elec.trlc. panel'
Ff3C. 1503.4.4 - Condensate and roof doHY1spouts shall dlscharge at Ie:ae-t
1'-0" aHO<j from the buildIng side Halls.
FBC 1503.4.4 - IrrrgotJon/sprlnk1er systems if"1y1udlng all risers and
SprCl'j heods sha!! not be ine-ta;led ",ithln 1'-0" of tr,e buildIng side Nail.
FBG 1403.1.0 - To provIde for ln5pec.tion ror termite Infestotlon, bet;."eer
Hall covering and rinal earth grade sha!! not be less than 0 In:;.hes.
Exception: PaInt or decorative c.ementltlovs finish less than 5/8"
thlc.k adhered cHrec.tly to the foundation Hail.
A3C lelo.1.1 - :nltfol treatment shall be done after all excavation
Clnd backfill Is complete.
FBC !blo.l.2 - Soil die-turbed after the in It raI treatxent shall be retreated
including ::.paces boxed Of' formed.
FBG :eI6.1.3 - Boxed areas in conaete floors for ::.vb$equent Installation of tr'ap5,
etc., e-hall be made jr;ith pennanent metal or plastic. forms. Permanent forms Must De
of a size and depth that wlil el1mlnote the dIsturbance of soli dter the initial treatment.
Ff3C. le!6.'.4 - MlnlrY"JrYi 6 mil vopor retarder must be Instal:ed to protec.t against
rainfall dilution. if raInfall oc.c.Jrs before vapor retar'der plac.emed,
retreatment ;5 required.
FBC lel6.1.5 - Concrete overpour o!1d mortar along the foundatron perlr~eter
must be removed before exterior soil treatment.
2.
3.
4.
5.
6.
I.
FASTENERS AND TIE DONNS :
4.5. I.
4.:;.2.
4.5.3.
4.5.4.
4.5.5.
4.5.6.
4.5. ,.
4.5. b.
e.
FASTENERS AND TIE DOHNS SHALL CONSIST OF BUT ARE NOT liMITED TO :
'1.
SHAPES, ANGLES, CHANNELS: ASTM A3b-36M '14 fl,! = 30 Ksl
ROUND METAL PiPE: ASn-1 A53-'14, 6RADE B Fy '" 35 Ksi
SQUARE METAL l1JBiNG : ASTM A500-'14, 6RADE B F1j '" 461<51
HIrSH STRENGTH BOLTS, ASn--1 A325-C{4
MACHINE BOLTS: 6ALVAN!ZED ASn-1 A301-q4
10. FBC !eI6.1.6 - Soli treatment mue-t be opplred under oil exterior concrete
or grade Hlhin 1'-0" of the structure ::.ide,,!(:iils,
II. FBC lel6.I.o - .An exterior vertic-a! c.hemlc.al barrier mue-t be lnstoi!ed after
c.onstrue-tlon Is c.or-nplete, Including !and-:,c.oplng C1f'd irr!gatlon. Any 50i: disturbed
after the vertical Oorrier is appiled, ::.ha'l be retreated,
12. Ff3C. !e'6.1.1 - All bvildings are required to have pre-cone-trudion treatl'1e<:t.
13. FBC ieO.!.1 - A certlflc.ote of comp:!onc.e mvst be isS\!ed to the building departrnent
0,1 a Ifcensed pest control compan':j before a certlflc.a!:e of oe-c.upane-Ij Nill be 15::.ved.
nie certificate of c.omplronce 5holl state, "The bv'lding has rec-e!ved a complete
treatment for the preventfon of svbterronean termites. The treatment IS in
ClGGordonGe klj;h the rvles and IONS of the Florida Department or A.grlcvltJre
ar>d consvmer Servlc.es".
14. Ff3C. 2303.1.3 - After all Hod:. Ie- completed, loose Nood and fill mvst be removed
tro'l1 belOH and Hithrn 1'-0" 01' the wilding. Tnle- InGlvdes all grade stakee-,
tub trap boxes, forms, shortng Or other cellul05e containIng rrooterfal.
6. FBC- 2303.1.4 - No Nood, vegetation, stl.irY\pS, cardboard, tra5>h, etc.,
sholl be buried Nlthin 15'-0' of ony Ovlldlng or prop05ed Ovlldlng.
SHEET METAL ACCESSORIES SHALL CONFOf<.M TO , f4 '" 33KsfNlTH 6<10
eALVANIZED COATiNG IN ACCORDAN.CE ~">!ITH ASTM A525-ei.
NAILS SHALL CONSIST OF , COMMON NIRE NAILS ~lTH MIN!MUM DIAi"CTER AS
FOLLOHS: ed '" 0.113", 10d = 0.12e-', 12d '" 0.128", 16a '" 0.135".
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR IJSED IN AN EXTERIOR
APPUCATION ARE TO RECEIVE AN ANTI-CORROSIVE cOATINrS BY MANUFACTURER
PRiOR TO INSTALLATION.
ALL FASTI::NERS AND TIE DOWNS ARE TO PROViDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMIJM.
ALL FASTENER TIE DOWNS, BEAM HAN6E-RS, JOIST HAN6ERS, AND FLOOR ffiUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE NITH 11-€ PLANS AND
SPECIFICATiONS.
CONCRETE EMBEDDED 'J' BOLTS IJSED FOR UPLIFT ARE TO BE HET SET PRIOR TO
INITIAL SET Of THE CONCRETE, SPACiNG AND ALIE?NMEN-r ARE TO BE IN ACCORDANCE
HITH 11-€ DESlrSN PLANS, UN.o. ALTERNATES TO "J" BOllS ARE NOTED ON PLANS.
CONCRETE EMBEDDED TIE DOHNS USED FOR ffilJSS AND HALL UPliFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCIN6 PRIOR TO PLACIN6 GROUT.
4. e. 3.
SOIL IS TO BE COMPACTED TO '15% MODIFiED PROCTOR AS DEFIt'iED BY
ASTM D i551-'11
MICRO-LA~ LIJMBER:
4.6. I.
STEEL:
4.1. i.
4. I. 2.
4.1.3.
4.7.4.
4.1.5.
4.7. o.
4.7. I.
MICRO-LAM STRESS GRADES SHALL PROVIDE THE FOLLOHiN6 MINIMUM PROPERTIES:
E '" 2,000,000 PSI
Fb '" 2,'150 PSI
Ft '" 1,e.50 PSI
Fc. = 500 PSI (PERPENDicULAR)
Fe. '" 2,100 (PARALLEL)
Fv '" 200 PSI
ATTENTION: C~eMICAL C~ANGE$ IN Pt=<E66URE TREATED WOOD6
,
AS OF DECEM6eR 315T, 2fZ'fZ'3, CI4ROMATED COFFER ARSENATE (CCA-C)
WILL NO LONGER 6E PRODUCED FOR RE61DENTIAL OR GENERAL
CON5UMER USE. SeVERAL NEW FRE6SU~ TREATED WOOD ALTERNATIVES
~Ave SEEN CREATED TO REPLACE CCA-C. MANY OF T~E NEW p~oeURE
TREATED WOOD5 use C~EMICAL5 T~AT ARE CORR051vE TO STEEL. IT 15
T~E CONTRACTOR'S RE5FON51SILITY TO veRIFY T14E TYFE OF WOOD
TREATMENT AND TO eeLECT AFFROFRIATE CONNECTOR5 THAT REeleT
CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE
HOT-DIFFED GALVANIZED OR STAINLE55 6TEEL FAeTENER5. DOT SODIUM
60RATE (eSX) DOES NOT.
INSTALLATION OF ALL S1EEL TO BE PERFORMED BY AN EXPERiENcED, QUALIFIED
STEEL ERECTOR.
fABRICATE AND ERECT All Sn<UCT1JRAL STEEL IN ACCORDANCE NJTH A.1.s.C.
"SPECiFICATION rOR THE DESlrSN, FABRCATION, AND ERECTION OF STRlJCT1JRAL
STEEL FOR WILDINGS".
STRUCTURAL STEEL: ASTM A36-36M <:14.
STEEL TVBiN:S. ASTM A500-'14, GRADE B.
HEWED CONNECTiONS: El0XX ELECTRODES, MINIMUM SIZE F'LLET HEWS 3/:6", AHS
CERTIFIED HELDERS. CERTiFICATION PAPERS TO BE SVBMITTED UPON REQ()EST.
WHERE STEEL BEAMS ARE CONTIN\JOUS OVER COLUMNS, PROVIDE hEB STIffENER
PLATES ON EACH SIDE OF IHE v-.EB, OF ,\ THICKNESS EQUAL TO BEAM FLAN6E
THICKNESS, LOCATED AT mE cENTER LINE OF THE TUBE COLUMN.
THE STEEL !"RAME IS 'NON-saF SUPPORTIN.G". ADEQ()ATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY mE CONTRACTOR UNTIL REQ()IRED CONNECTIONs OR
ELEMENTS ARE IN PLAC.E.
D 5AMUEL A. GREEN6ER6, FE. ~424&
D T~Y 14. HUYNH FE. ~~122
D IRWIN J. 6EN6ON, P.E. '4~1S8
DALI A66A8 HAKIM, FE. +S~186
TO 1l-E eeeT C4= T~ ~a'R'e KN~ AND eELIEF, n.e
e~ Pl~ ANI' eA:CIFICATIONS CCt1F'!..Y WITH TI-E
R.~OA eulLD~ CODE, ~CTI~ !~ FOR 120 MA-l :3 ee~
GUeT, ~ '6' WINO Z~ (2~1 EDITICN).
THle DRAUJIN:::, ,t.lo.jp DE~1C1N Ie V.6J,.iD FOR 12 MCNTl-le ~R THE
DATE IT Ie erGNeP t.ND eEALED.
elGNEP ~ eeAU:D ~ THE 6~TI..lRAl. ~Ia-i ~ THle
~ ONLY.
ill REVISED 08-15-03
& CREATED 01-02-02
120 MPH
3 SEC. GUST
,
D E DAN5CO
ENGINEERING, P A
p.o. eo>< ~ ... APOLLO ef!AO.l ... PLOftiOA ... 3!&~
f8WG'lNI!! - (IMJ) ... ~ "AX a (81)) .. 96U
-. ~ f(;\ 1liESl:: DRA\\lNGS AND DESIGNS ARE TIJE JOiNT PROPERl'I QF DANSCO ENGl~EERING, PA A:'JO!}JE
..., """""~ ~QJENT ON THIS PS:OJECT. ANY REPRODUCTlO~ OR UNAUTHORIZED USE IS PROH!BlTD. - 2003
"
e&U~
- \ 6CAU! NOtED
PATE II2Ifn
L.ENNAR f..IOt1E6
TAl"PA DM&fCN
__ ....1lt..1
.... . ~... .. a,v.
N;/BLOCKS/STD 2001
~
6TRUCTU~ NOTES 6I4EET
t
DE JOB NO. PM - 5e>21
eN!
..I
'-.
S TR.l)G-rL)r<AL NOTES
COMPONENT 4: CLADDI~6 DESIGN PRESSURE
(120 MPH, 3 SEC-. GlJST, 2M2 TO 0.'1/12 PITCH, EXPOSURE B, IMPORTANCE PAGTOR::!)
(PSF)
REC5<U:Rt::D SAFETY GLAZiNG IN HAZARDOUS LOCATiONS
(RE: FBC 2405.2.1)
TR,BUTARY AREA ROOF Nf\LL
(PT2 )
(6G-pi = +/- 18) (ecpf - +/ 10)
10 14.<1 -50.1 25.'1 -34.1
20 13.6 -45.4 24.1 -32.4
- 23.2 2",3
50 11.'1 -3".3
100 !05 -34.1 22.0 -20.'1
2405.1 6ellel'al. I ncHvldva I glozed areas Inclvdlng gross mIrrors In hazardovs :ocatlons
such os those indlwted in 2405.2 shall poss the test requirements of Cpsc. Ib-GFR,
f.'art 1201 or by comparative test shall be pr',,Jven to prodvce or least eo,vlvalemt performances.
125 105 -34.1 21.1 -202
N01B: I FOR EJ=FEGTIVE AREAS OR H:ND SPEEDS Bf'THEEN l1-tOSE GIVEN ABOVE, THE
LOAD MAY BE iNTERPOLATED, OTHERNISE IJSE THE LOAD ASSOGIATED HJTrl
Tf-lE LOWER EFFEC riVE AREA.
2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPO;?--'RE BY
MUL T,PL YIN6 BY AD..JUSTMENT COEFFICiENTS IN TABLE IWoLD OF THE FLORIDA
BU'LDIN6 GOOE 2001.
:3 PLUS AND MINUS SI6NS SI6NlfY PRESSURES AGTINe TOHARD AND AHAY FROM
THE BlJILDINe SlJRfAGES.
Exceptions:
I. Polished "fl"e g[OS5 installed In fIre doQ('s, fire HlndoH$ md vleH pa1lel5 In 1'11"8 re515tclnt
Nalls O!'ld hOZCI!'dous locations In 24052.1(3) ood 24052.1(4) 5nall compl~ H!th ANSI Zct7.!.
2. Approved plastic matulols i.lsed as glozing In nmardoi.ls locatIons shall compl~ Hlth ANSI Zct7.I.
2405.2 HazordoLis LocatIons
2405.2.1 Tne folloHlng ~hcll be considered spe<:.itlc howrdovs lOCations fo!' the pvrpose
of glmlng'
I
I.
GlOZIng in sHlnging doors and fixed and sliding pane's of sliding
(patio] door assemblies.
2.
Glozinq in doors ond Nails of Bnclosvres for hot tL>b5. ''lhlrloools,
sounaS; steam roorns, bathtvbs.5>hoHers C\rId other s()ch fac1l:ties
",here svch qlozinq ls locol:ed :50 Inches ('114 mm) or less,
meo~;vred hdrlzontolly, from a stanGlIng or f~o!klng surface H:thln
the enclosvre and ",here the bottom edqe or the e><f?Osed glaZing Is
less thon 00 rnches (1524 mm), meosurecfvertlcClil~, above suc.h
stanalng or Holklng surface.
PRECAST LINTEL
GRAVITY LOAD TABLE
SAFE LOAD - POUNDS PER LINEAR FOOT
UNFILLED FILLED
SAFE
LENGTH
3.
Glozing in an indMdval fIxed or operable porel odjac.ent to a door
Hhe!'e the nearest vertIcal edge IS ."Ithin a 24-lnGn (010 mm)
rodlus of the doo(' In 0 closed position G1nd Nhose bottom edqe Is
less than 00 Inches (1524 mrr) above the floor or HCltklng svrface.
2' 10" (34") PRECAST
3' 6" (42") PRECAST
4' 0" (48") PRECAST
4'-6" (54") PRECAST
5' 4" (64") PRECAST
5' 10"(64") PRECAST
6' 6" (78") PRECAST
7' 6" (90") PRECAST
9' 4" (112~) PRECAST
10' 6" (126") PRECAST
11' 4" (136") PRECAST
12' 0" (144") PRECAST
13'-4" (160") PRECAST
14' a" (168") PRECAST
14' -8" (176") PRE STRESSED
15' 4" (184") PRE STRESSED
17' 4" (206") PRE STRESSED
1 g' 4" (232") PRE STRESSED
21' 4" (252") PRE STRESSED
22' 0" (264") PRE STRESSED
24' 0" (288") PRE STRESSED
2302 6,861
2302 6,039
2,029 4,657
1,624 I 3,662
1,184 3,241
972 2,718
937 2,332
767 2,040
573 1,529
456 1,392
445 1,234
414 1,140
362 1,073
338 1.003
N.R. 1,370
N.R. 1,203
N.R. 950 I
N,R. 750 I
-------1
N.R. 610
N.R. 570
N.R. 470
,
Exception:
I. Glazinq in "ailS perpendicv!or to the plooe of the doQ(' in a c.losed pOSitIon In GrO\!P R3
or Nitfi!n dHeliing unrts In 6rovp R2 sho!1 be svbJect to 2405.2.1(4).
6[azinq 1'1 an incHvidvol fixed or or:;eroo!e ponel, other than those
4. locotidns descrlbed in Items 2 C!nCl 3 above, thot meets on of tr,e
to!lo.....lng condltions:
4.1 Exposea orea of an Indlvldual pGr:e greater than '1 sq. ft.
(0.84m ) 2
42 Bottom edge less than It'> Inches (451 m:r) above the floor.
43 Top edge greGter thon 36 Inches ('114 mr"i) above the floor.
4.4 One or more ,,'a!kIng svrfoces ,,!thIn 36 inches ('114 mm)
horlzontoil~ of the plare of the glazing.
5. All glazing In ro!itr"lgs regardless of oreo or heIght above Q Halldng
surfaces InclvdIng str'vctvral baluster panels ond non stn;c.tv('ol In-
rills panels.
O. Glazing in HOils and ferces enclosing Indoor Clt1d outdoor sHimmlrig pools and
spas Nhere the bottom exposed edge of the glozIng Is, (I) le5s thQn &0 inches
(1525 mm) above the Hol([ng svrfoce 0(1 the pool sIde of the glmfng, and (2)
the glozlng is "ithln 00 inches (;525 mm) horlzontaly of the f-{eiter"s edge of a
sl-limmfng pool or SpG. Tn's shol appl'~ to sing'e glazing Clnd all panes In
rnv:tlple glazing.
'" SAFE LOAD VALUES ARE BASED ON MANl'FACTURER'S CALCULATIONS.
'" PRECAST LINTELS MAY BE SUPPLIED ONLY BY APPROVED
PRECAST MANUFACTlJRERS. (SEE SECT 4.3)
'" FILLED LOAD VALUES ASSUME A MINIMUM 8" CONCRETE FILLED KNOCK-OUT BLOCK ABOVE
THE PRECAST LINTEL AND ONE #5 BAR IN TIiE liNTEL
AffiR FlNAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING l1GHTl Y BET\'t'EEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUC110N. LEAVE SPACE FOR SEALING.
APPLY SEALANT EVENLY TO ll1E FULL DEPll-i OF RECESSES IN ACCORDANCE WlTH THE
MANUFACruRER'S APPUCAllON MANUAL AND INSTRUCTIONS.
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENiNG.
FOR WIND SPEEDS UP TO '10 MPH*, PER PITTSBURG CORNING RECOMMENDA nONS FOR
INSTALLAllON OF GLASS BLOCK.
'" rEXPANSIDN STRIP
~ANSION
BOl T (2 PER
ANCHOR)
V
~XP~SIDN STRIP
~SEALANT
6' MIN.
LAP SPLICE
,,/ REINFORCING
PANEL
20 QQ. PANEL
ANCADR
9 QQ, PANEL
REINFORCING
<EVERY OTHER ~
/COURSE> ~~
4f) .... ,~..:.: ":~~~~~
i!~ ~ i;;':;~~W
/ ::::::::;:::: ~~ ~:::: 1':::.:.:::;:: :::::::.
~~~m~~ ~~l::::: :l:::::::.:: .'
/ It~\\ J~i\' \\f"" 6' MIN,
mn;b r LAP SPLICE
:::.., -' NOTE.
~~ SEALANT SEE GLASS BlaCK
INSTALLATION NDTES.
GLA65 BLOCK DETAIL
A)
13)
GLASS BLOCK INSTALLA110N PERFORMED IN ACCORDANCE WITH FBC
COVER SILL AREA Wlll-i A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSiON STRIP
EXTENDS TO SiLL
SET A FULL MORTAR BED JOINT. APPLIED TO SILL.
SET LOWER COURSE OF BLOCK. MAfNTAiN A UNIFORM JOINT W1Dlli OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURRO'NED. ALL MORTAR SHALL BE
TYPE ,os" OR ~N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSmON. (PLACE
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POS1110N.) DO NOT
REAUGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INl11AL PLACEMENT. FOR SOUD GLASS
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN lliE MORTAR JOINTS OF THE LOWER
COURSES TO PREVENT ll-lE MORTAR FROM BEING "SQUEEZED" OUT.
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS V'I1lliIN PANELS. (lliE SAME SPACING
SHALL APPLY TO PANEL ANCHORS 'NHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
LAP REINFORCING NOT LESS ll-lAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
1l-lAN ONE LENGtH. DO NOT BRIDGE EXPANSION JOINTS Wllli REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
.. PRESS PANEL REINFORCING INTO PLACE.
* COVER PANEL REINFORCING Willi UPPER HALF OF MORTAR BED AND TROWEL
SMOOll-i. DO NO FURROW.
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT W1Dlli.
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
REMAIN FREE OF MORTAR.
SlRtKE JOINTS SMOOTH WHILE MORTAR IS SnlL PLASllC AND BEFORE FINAL SET. AT THIS
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
TOOL JOiNTS SMOOlli AND CONCAVE. BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT ll1E VOIDS WITH MORTAR.)
K)
I)
J)
c)
D)
E)
F)
G)
H)
* (110mph FASIEST WlND== 130MPH. 3 SEC. GUST. FEe TABLE 1606.1.6.1)
ROOF DIAPHRAGM NAILING SCHEDULE
8.1
+ +
+
+ +
+
+ +
+
RIDGE UNE ,
+ + + + + + + + +_ S- + + + + + + + + + + + + + +
+ + + + + + + + b + + + + + + + + + + + + + +
+ + + + + + + + +_1 + + + + + + + + + + + + + +
+ + + + + + + + ~ + + + + + + + + + + + + + +
+
+ +
+
+ +
+
+ +
,I
/
! A 6';;0" (1'fP.)
/~+; +++'<~
+ + + +
+ +
+ + + +
'- +++ +++
+ + + + ~+ + +.. + + + + + + 0\:+ + + + +
+++++ ++ l' +++++++ +++++
+++++ +++<.0 +++++++ +++++
. + + + -~ + +" + + + + + + "
"-RIDGE UNE
120 MPH 3 SECOND GUST EXPOSURE "8" W1ND ZONE 120 MPH 3 SECOND GUST EXPOSURE "8" WIND ZONE
8d Ca~MON NAllS @ 6" O.C. & 8d COMMON NAILS @ 6" a.c. EDGES &
4-" O.C. @ GABLE END WAll OR GABLE TRUSS 3d COMMON NAILS @ 12" O.C. INTERMEDIATE
.1310X2 1/2" lONG GUNNA1L @ 4" a.c. .1310X2 1/2" LONG GUNNAlL @ 4" O.C.
.12~X3" LONG GUNNAlL @ 4" O.C. EDGES & 8" 0 C IN1E'RMEDlATE
.113~X2" LON"G GUNNAIL @ 3" a.c~ .120~X3" LONG GliNNAlL @ 4" a.c.
.0990X2 1/4 LONG GUNNAIL @ 3 a.c. EDGES & 8" a.c. INTERMEDIATE
.113\1lX2" LONG GUNNAIL @ 3" G.C. EDGES
(STAGGERED) & 8" e.c. INlIRMEDIATE
.099~X2 1/4" LONG GUNNAIL @ 3" e.c.
EDCES & 6" a.c. INlIRMEDIATE
6'-0"
-;
1/6'-0"
/ /
+ +
+
+ +
+
+ +
+
+ +
+
+ +
+
+
+ +
+
~ + +
co +
<3 + +
+
+ +
+
+ +
~
~
NOTE: 1) SEE STRUClURAL NOTES FOR SHEA11-lING SPEClFlCATlONS AND 'MND SPEED.
2) END JOINTS OF Tl-iE ROOf SHEATl-iING SHALL
BE STAGGERED AND OCCUR ovm FRAMING MEMBER
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECl1..Y TO SOUTHERN YEU.OW PINE OR DOUGlAS
FlR OR BETlER. IF ROOF FRAMiNG CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST
CONTACT DANSCO ENGiNEERING, P.A. FOR ALTERNATE FOR NAlUNG PATTERN.
D
D 6AMUEL A. GREENBERG{ P.E. ~4245
o THUY ;..4. HUYNH, P.E. ~0122
D IRWIN J. 6EN60N{ F.E. ij4~158
D AU ABBAS HAKIM, PE. ~b18b
.~
TO Tl4E BEeT OF Tl-!E ENGINEER'e KNa.LlEDGE AND 6EL iff, Ti-1E I
&TRUCTURAL PLANe AND OPECIl=!CATION5 COMPLY '.lJITH Tl-lE I
FLORiDA BUILDING CODE, eECTION 16'* roR 120 i1P1-4 .3 OECOND
GU$T, EXf'05URE 'B' WIND ZONE (2001 EDITtQN).
Tl-/f5 DRAWING AND DE$IGN 15 VALID FOR 12 MCNTl-/5 AFTER TI-,E I
DATe IT Ie 51GNED AND 5EALEO. I
I
516NED AND eEALED FOR THE 5TRUCTUR4L FCRT!QN 01= THIS "
DRMHN(; ONLY. i
D E ~~~~~~_
P.o. eox ~ - APOU..O 6EAQ.I ... FLORIDA... 33!';12
~ ... (&13) 64& 0r66 FAX - (&13) 64& %~
eB ~arA\ r() THESE DRA'MNGS AN) DESIGNS ARE THE JOINT PROPERTY CF DANSCO E.'.GINEER:NG, P,A. AND T~l
"'tQ IV ~QJENT ON IrllS PROJECT ANY REPRODUCTION OR UNAUTHCR!1ED I.:SE IS PROHIBiTED. - 2003
/'
& CREATED 01-02-02
3
120
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I~OTE: IT IS mE CONTRACTORS RESPONSIBILITY TO RE\I1EW ALL DRAWiNGS BEFORE CONSTRUCTION
BEGINS. DANSCO ENGINEERiNG PA IS RESPONS:BLE FOR mE STRUC1lJRAL iNTEGRITY OF mls
PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESiGN PROfESSIONALS'
SHOP DRAWINGS, CCNTRACTORS' BUILDING MErrlODS, ANI) TI1ESE SiGNED AND SEALED
DRAWiNGS MUST BE BROUGHT TO mE A TIENTlON OF DANSCO ENGINEERING P.A. PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
&EAL\
ecAJ..E NOTED
DATE 1/2/02
~
""
LENNAR f40MEe
TAt-iPA OIVI&ION
DRAU..N 6.'-/.
N: jBLOCKSjSTD 2001
5TRUCTURAL NOTES .. T A6LE5
'--
DE JOe NO, PM - 5021
~
i.";if
~
NOTE:
SIMPSON HETA20 @ EACH STUD
WITH 16-10d X 1-1/2" MAY
BE USED IN LIEU O~ ANCHOR
BOLTS, PROVIDED HETA20
EXTENDS UP STUD.
SIMPSON SP1 '$ ARE NOT
REQUIRED wi THIS ALT.
o &AMUEL A. GREENBERG, P.E. #34245
D THUY l-i. l-fUYNH P.t:. ~0122
o IRWIN J. BEN60N, P.E. lt4~158
D ALl ABBAO HAKIM, P.E. ~b18~ I
TO Tl-IE BEeT OF THE ENGINEER'S KNOULEDGE AND BEllS:, T{..fE: I
. eTRUCTURAL PLANS AND eFECIFICATIONS COMFL'( WITH THE
FLORIDA eWLDiNG CODE, OECTION !iO(()b FCR 12e> MFH :3 6ECO\iP
GUOT, EXPOSURE '6' WIND ZONE (2001 EDITiON).
THIS DRAUJI~ AND DESIG."t 1& vALID FOR 12 MONTHS AFTER THE
DATE IT 16 61GNED AND OEALED. I
I
SIGNED .AND &EALt=D FOR THE STRUCTURAL FORT!ON OF THI6
DRAI..UING ONLY.
120 MPH
3 SEC. GUST
r
~ ELEV. VARIES
'~~1" x 2" FURRING
J" " 1" x 6" ROUGH SAWN CEDAR
'\ 2x4 SPRUCE SUB FASCIA
J2" U.N.O. \-12" ALUMINUM
VENT1LA TED SOFFIT
8"x8"x16" NOMINAL BLOCK W1TH
3/8" MORTAR BETWEEN COURSES
12 r PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.
INSUlA110N ~YP.) I VARIES
BAFFLES '\ . r HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT
~ SCHED.) W/ METAL PL. UNDER EA. TRUSS
1/2" HIGH r\~ -ROOF COVERING
STRENGTH ,,?~ r 7!1f:l" 0 ,., B~ ".N SEE ROOF
CD GYP. . ".-C' ,....~ Vi::>. . Mil.
BOARD OR ~"f ~{i .",;~: '" r' NAiliNG SCHEDULE ON SHT. SN2
~b~~DW~LZ \l~/~~~j,)i)l]" _ ..... ELEV. VARIES
DRYWALL SCREWS ~ / lJ " ~~~ALUMINUM DRIP EDGE
@ 7" O.C. CEILING j"-'\:"'S: ,
& 8" O.C. WALLS I / ~ F, ".. ".~, ,A.LUM!NUM FASCIA
R30 MIN. BATT OR / 11/ I~ f: \" \~ "--2x4 SUB FASCIA
BLO\v'~ INSULAllON -~",:.~-c. / l . J2 U.N.O. ~ "----12" ALUMINUM VENTILATED SOFFIT
1x2 P.T. HORIZONTAl- NAiL.2R--/ I Ir: ~i
STD. 90' HOOK...! g 8"x8"X16" KNOCK-OUT BLOCK
(SEE DETAil) / 1-.. WI 1#5 CONT. FILLED
SOLID W/CROUT
--
/i I ,'1
R4.2 MIN. -~-..,:"~".,-/
iNSULA Tlm.J
ON EXL BLOCK WALLS
/" C.M.U. TYPICAL
1x2 Pf WD FURR'NG~" VTYPE "S" MORTAR
~i 711 ~ARCHITECTURAL
@ 24" :2L~8GO'T~~'0NO Ii V FINISH
I ,
JJ'" ~\t;: '- (1) #.5 VER T. IN FI LL CELLS
[\.72 ::=- (SEE FOUNDA T10N PLAN FOR LOCA llONS)
/
1x4 P.T. BASE NAILE
~ == I I (1) #5 VERT. IN FILL CELLS
3/4" BASEBOARD t: E I w"---- (SEE FDN. PLAN FOR LOCATION)
.-/ . (.)
MIN. 2500 PSI r- 12 ~ ~ -.J 4"x4" INSPECTION PORT AT
CONC. SLAB'~ ~ E in iJJ ~ EACH FILLED CELL TYPICAL
6X6 W1.4XW1.4 WWF ~ r- N 0-
aR FIBERMESH \ ~ I ~ Y HEADER BLOCK U.N.O.
~ \ 11= ~ ~~
.~~r=~ ~ ~- \ ~ ~V ~ ~5N
:::- "/~YX~'. y~));; .<1l ~RA9~ / ~ 2 'K-
n /~ ~~JI I ~~~~ ~I
6 M'L VAPOR BARRIER ~~!.. l ~~'t~ ~
CLEAN POISONED AND COMP."; ...~.....~: ~~~' k ~
SOIL. (95% MODIFIED PROCTOR L~" ~\~ /:/>):i//,'Y
PER ASTM D1557) . 3' MIN. eLF. STD. 90. HOOK
(2) #5 REBAR CONT. l,{1'-4" (SEE DETAIL)
ON 3" CHAIR
8"x4"x16" NOMINAL
BLOCK WI TH 3/8"
MORTAR BETWEEN
COURSES
I II
I n
L_________JI
r--.....-.,j'------
I Il
I II
I 11
I 11
L____...JL______
r------------,r-
1 II
I II
I II
I II
L_~________1L
r-----,r-----
II
11
II
II
- p., .-=
II II II
II II II
-r;r----=--=--=--LL""'-=-..:___.- -=-""-""-""-J.1____..=-__,r""'-"::.:"-""'-Ji--"'"-=__-=-.,r-=--=-_=__ .r-FI RST BLOCK TO BE
:1 11 :: :: SET IN MORTAR
11 II II Ii
II 11 II II
~i..._ -=.----.-.-...,-r __=__=_""::.. -=.......J-!;-....=-..:="" -=- -=-...,r -::...-=...-;:;...-=-...J~.....:;--=- -=--=-,7-"':.--=-'":... -::...-1 .._ -=- -_ _=_-::
U n II
II. II ~ II 1--3/8" MORTAR BETWEEN
iJ ::::::- II SLAB & BLOCK
< :=r~_--::-----~1...-=--=-..=-...=-..,-r-=--::.-=--=-....J_L-=-..=-...:::--=-,-r-=--=--=- _L--=--=-_-_-..,- _'::::..-=.
::it II II-..;!- I
II II II II
II II I' II , "
"
_ '_ / II i---- ----ir- -----:;---------1[-- . ~r"", :" ~ . .. 4 '.1 A.F.F. /" r
i-. ELEV. 0 5 1 4 .'________-:-JL_ . -1L .... .d' '.. .." .~q. .. '.' z_ 'I
" ( ". ..::\....' . .". '. J/,:'4 4 4 '/ " ,
'A.F.F. .4.4. .........4.:1.. .61' .... . ..<1.... .. ". ':; ELEV. -0-41 4~ bl
~~ ~ . 2"x6" RIPPED TOAC~A~41/~" .WIDE." dd ..';. ~. .... 44 . A.F~F~. 21
f<) cr. 0 ...40R 2"x4" WIlli 3/4" FURRING 4 . 4 b
0-:>. '.~. . I I' ".4".. .',,:4. N
..- :2. .. 4' . '4,.". ." " ".'4. 4" '.. "I " q.
/." '.. '. ~.GARAGE DEPTH. '" " .' 4 /.." >4.' A ..
4" .~~ VARIES 4<1 4. .a4"... ~4/." 4
AL TERNATE FASCIA
$CAlE: 3/4'=1'-0'
,@<:$>~
~~
-- ~
"",-cO'>
~<:5>
5l<:""?'
NOlES:
1. FILL ALL CELLS BELOW GRADE WHEN
IM-lEN STEM WALL IS LESS mAN 40"
ABOVE GRADE.
2. FOR SlEMWALLS GREATER THAN
40" HIGH CONSULT ENGINEER.
~J:JV
~~..... ~~~
V~
~
",,,'S'>
~
~
AL TERNATE 5TEMWALL FOOTING I AA\.
SCALE: 3/4':1'-0' ~
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
---
GARAGE SLAB AT STEP I
,
B ,
51 I
9@0 ~OOK DErAIL
'ail KO. BLOCK
CONnNVOUS TO FOOTER BELOW
SCALE: 3~'=11-0'
_ vvv
20" MIN. LAP
1 f
""v~~'m~ '..,'<v</ ~W, ~,~
13 OR fJ4 REINFORCING BAR
1/2" MIN. PL YWOOO SHEATHING NAILED
WI 8d COMMON NAILS @ 4" olc BOUNDARIES,
6" o/e EDGES, AND 12" o/e FiELD.
SHEAR WALL REQUIRES 2x BLOCKiNG @ SEAMS.
r-2x S.P.F. STUDS @ 16" O.C.
,1/.. ~~
1/ ~ v ~I I ~2x SllJD
I' I U V
1 V8" C.M.U.
..-f I
I 1)1 ~ 1"x P.T. SnJD
I j..--v
~ I V #5 VERT. IN FILLED CELL
1:( 1 !2" x 6" "J" BOLT
I LV @ 24" O.C. VERT.
J-..-I
\ I
I I
I .}v-2x P.T. PLATE
t:
1 x4 P.T. BASE NAilER-
\ V 4"x4" INSPEC110N PORT AT
\ ," EACH FILLED CELL TYPICAL
\ I
3 1/4" BASEBOARD\ \~ A
6x6 W1.4xW1.4 WWF:~' ~. i STD. 90' HOOK
OR FIBERMESH ~ / (SEE DETAiL)
CONCRETE SLAB WITH BROOM ~ . / _ MIN. 2500 PSI
F1NIS~E STRUCTU,R~l_ NOTES \ r E '.~ /: ~ C,ONC. SLAB
~ t ~, . ':,' . -. ,~. //~ ~"" z I'
~! I / ~y/!;)~ 'A~. ,,/t/.J&. ~:2. i .
> ~ I 6 M'L VAPOR/~, ' · . .. ).:y.>0>:'" .l~
~ ~ I BARRIER 0 . /.3 t V(~~ ~~
~t> .~. I~/~ t:2
n J )7;. ; \ / /V .( J
, X ~I'-V ~~"
(2) #5 REBAR CONT./ / MIN. CLR, I CLEAN POISONED AND COMPo
ON 3" CHAIRS TYP. .. L "- SOIL. (COMPACTED TO 95% MODIFIED
U.N.O. 1 -4 PROCTOR ASTM D1557)
LOAD BEARING OR-
EXTERIOR WAU
--
~----.....
(2) ROWS OF 2x BLOCKING-",
@ THIRD POINTS \
1/2"~ x 8""l BOlT @24' Ole
W/ 2'I/JX 3/16" PLATE WASHER TYPICAL
NOTE:
HIL T1 1/2"1/) KWIK BOLT II
WI 8" MIN. EMBEDMENT MAY
BE USED IN LIEU OF ANCHOR
BOL TS.
~2x 511JOS @ 16" o/e
______ R11
7/8" srucco FINISH PER ASTM C. 926
APPLY 3 LAYERS WI TOTAL TI11CKNESS 7/8"
OVER METAL LATH. FlRST 2 LAYERS 3/8. llilCl<
EACH. 3RD LAYER 1/8. TI-HCK.
#3 4 *4 LAP $PL tCE
25" MIN. LAP l'
"''' J'~~E:;R:'; t::: ~ $.,. -;
~
N
1/2"~ ANCHOR BOLTS
@ 24" O.C. W! NUT & WASHER
~
\
\
~ LAP SFLICE
{' 36" MIN, LAP t
,,)<)<Z~^~,>>l~=~;;~:~~~^~~ ~~^'/ ,
l$~ LAP SFLtCE
iSIMPSON SP1 @ EA. SllJD
(1) SIMPSON SP1 TYP. -~ .
...... '.
--, I
.1\ ~
6x6 W1.4xW1.4 W\^IF '\
OR F\BERMESH \
~ .'1' .I>..~. \>
......2. ~ \>'. .
~ ~ J . .' ~ ---v- . .' .t> t> .
~, I/~ Y)y)~ ~.~. .0:. ,.. FINISH QRADE
6 MIL VAPOR BARRIER~l~<( .: ~~. . . 1>. K ",'\(/,,-V/ .
/ .'. .I'-%~ '7 =~ z
CLEAN POISONED AND COMPo '~.' ~ :~ "'~ /\"<<~ ..- ~
SOIL (COMPACTED TO 95% MODIF1[ ~ /" ~ . \ I'.. '/'\. '" /'\.
" r'" // /. .'/ / /V / /~/ /
PROCTOR ASTM D1557) -<l(",,"<<v,,-F<>" ~
4" 1'-4"
2X P.T. PLATE
If'"
- . -:-:- ~ ~ '" r:-t.' ~ ~-..:- ~
~ i> . J>. c . t:> ~. . ':"-. v ':"-. v :-;..../ .........
~ .~. . I>'~ . ~.I> 'I>~ ~>~~
. ~, . I> ., ~~. '. . /~~~~
t.. . A '~0(~v/
~'>:Y>;;};;!//,%,%~'W)0';:y'''
L'-.XX
-1-
~z
~~
I
#5 REINFORCING BAR-1
R 17/8'/
'0
~
~ STD. S0" l-lOOK
HUD COMPLIANT TYPICAL WALL SECTION ,
NOT TO SCALE ,
-.
FRAME WALL TO C.M.U. WALL CONNECTIONf D 1
SCALE: 3/4"=1'-0" 51 I
I~
, Sl~
----
-===
(E \
~
A \
51)
~
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3'4'~l'-e>'
REBAR DET AIL5
SCALE: N,T.S.
SEE SEC. A/S1 FOR ADDITIONAL SLAB lNFORMA TrON
NOTE:
SEE SEC1l0N C/S1
FOR ADDI1l0NAL INFORMA 1l0N
P. T. 2x4 1/2" GYP. BD.
SOLE PLAIT \ _, HOLD GYP. BO.
y: C>)'~1 /2" FROM SLAB .-,-
( \ ~) . ~CONT. BEAD I
. ~ ~ z/ SEALANT
0'-0" .' >K . /'-' .J
-$ ~.:<. '~:. >. ~ J" INTERtOR\i
. ~~ . . 4 <! ---l - 4 $-
HIL TI X-CF NAILS @ 12" O.C..: :.':' /
STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WWF OR F1BERMESH ~ )J
PLATE TO CONCRE1~ OR EQUAL
CONCRETE SLAB, Y J 6X6 W1.4XW1.4 WWF OR FIBERMESH
1- i- ,I \ \ . . I'\. i"S<?
= Z JI' ....-a. ~. . .. \\ , =
~ ~ ((-. <1 .. <1 ~ - .q-
~ ;;' \ ",({~~'<"t:<~ <~< ~{~ ~.~,~4~J t~~
I //,~~% oA ..4. <<,yO ~><<</>>>/ -r n
---t--------- > ~)'/#h///y~'>%~;>;
. "~~%~~~~
~A~~R BARRIER~ ~ 8' 1'-4' 8'
(2) #5 STEEL (CONT..)'~ -,
ON CHAIRS
2X SllJDS @ 24" O.C. U.N.O.
-,/'/ (1) ROW 2x BLOCKING @ MID HGl FOR
v WALL HGl < 8'-6". (2) ROWS 2x BLOCKING
@ 3rd PTS FOR WALL HGT. > 8'-6".
~
.------BLOCK WAU. BEYOND
--
~1/2" GYPSUM WALLBOARD U.N.O.
I W/ DRYWALL SCREWS @ 8"0.C.
i.--
GARAGE
/1119 CONT. BEAD
~ U.N.O. SEALANT
SIMPSON SP1 CONNECTOR \
\
~
TYPICAL C.M.U. BLOCK WALL
EXPANSION JOINT,
8"
.H.D. RECESS
,VARWC:;
1/
1 /2"~x8" ANCHOR BOLT @ 24" O.C.
SPACE ANCHOR BOLTS 6" MAX. {WI 2"0x3/16" PLATE WASHER (TYP.)"
FROM END OF 2" x PLATE ~
., / 6X6 W1.4XW1.4 WWF
i' OR RBERMESH
~ -.: - -~~ -'- ~ - -~~~ ~t- -'- - J_ - -.t .~
'/~~~ ',i~.. .~~~" 3 1G~~- 4" ~
/~~" I ~ .~~~0>> ' .
,,(( ~~<<<,\,[(""y ~OTE'
(2) #5 CONT. - I/>>>>)>/~);/ / HILTI'1/2"\1) KWIK BOLT II
" l" WI 6" EMBEDMENT MAY BE
8" 1'-4" 8" USED IN LIEU OF ANCHOR
/iv % { BOLTS.
GALVANIZED METAL STOP SECURED TO WALL
TO RUN CONT1NUOUS AND LEVEL AT A MINIMUM
~OF 8" ABOVE GRADE~
EST. GRADE ::e
.
I 11= J.,ELEVATlON 0'-0" ~.
~~ _L - ~~PorSL~B v"
~~~~\\<- ~ J
. . \~1 0\ ~ ~
#5 CONT.\
1 ~ .'
.' -1
+ . .. b' . . ~ .. ~:- . r>l>f
'~>>^. .....~. //<< //:><<~ ~
v. "V "V ". > . '" :-......'\.'\( ,,>'\( :-.. .
y);:/~'>-: '/ ':'. . ~"'~"'>>v ~
~~~. IjP ~.').\~~"
~~ ~~:>>~,~~~{/
/'>.....,......... / /" / // / ' / , ,,/
/ . dr- 3" MIN. CLEARANCE
~ 1/2" M'N
I
"00
(2) #5 CONT.
ON 3" CHAIRS (TYP.)
1'-4"
=
~
: J J \.
, 61 J
H
51
FINISH TEXTURE BREAK
SCALE: N.T.5.
GARAGE DOOR 5LA6 RECESS
I
,
r--
I K \
, 51 '
~
J-
INTERIOR WALL SLAB STEP NON-eRG.
SEE A/S1 FOR MORE SLAB INFORMA TlON
SCALE: N.T.S.
SEE A/S1 FOR MORE SLAB INFORMATION
--=-
SCALE: 3-'4'=1'-0'
1-
e
~
::l
..:
:lI)
:D
a
:;)
-
~
<
TYPICAL INTERfOR BEARiNG WALL d
SCALE: 3~'=1'-0' ~
G
51 )-
-
:;)
<t
"'p
~MASONRY WALL AND
.--- PAD FOOTING
t MASONRY WALL AND-
PAD FOOTING
':J
.,.
SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
EXPANSiON JOINT FORMED USING
1/2" EXPANSION JOINT MATERIAL 3/4" RECESS FOR S.G.D.
THICKEN SLAB EDGE BETWEEN '/AD'nV~ 6X6 W1.4XW1.4 W\^IF
DOOR FRAMES AS SHOWN \ I OR FIBERMESH
FlNISHED CONCRETE LANIA TO /
RECIEVE BROOM FINISH U.N.O~ / / I, ~
~ \ \ \ 1. ./';' .-1 . ~ J= I Z
~.q- .q- , '. d ~;:-" ----: - --c: -. ~ ~ -4 -1 ~ ~
~ 'c-..~J t-4-~'-_L:-..' '. Ir .,:< Ad >>>>~ ~
~ I ~ ...... ~ .' . -" .. .' ~ ~4 . ~. ... / / / / /
';'- 00 ....... ~. '. ~
~' ~~>C<~~ /4. ~w<.d .' ">..."'...'\:
6X6 W1 4XW1 4 WWF.-I' r0V/~V,//~~" ()
. c. [/. ~-f2 #5 CONT.
OR FIBERME;)H /~4" 8" 1'-4. 8"
(1) #5 CONT/ '
r- EXTEND F1LL CELLS TO FOUNDATION
-- I PAD MAT REINFORCING.
CONT. FO~TING STEEL \
. \ / I =r 1/2" MIN.
" r GRADE ' 1 J I
6 MIN. _ / /"- V /"X;~ "/~ 1\ I' J
FOOllNG DEPm ~~ L...l!~ ~ ~~~~~ I FOOllNG BEYOND
"/A'\I \. /-.(/A'/A'./A'Y
SEE SCHEDULE '>>0>...." '-.:., "v.,,, "'*-~
//~)./ /~K~' ~ 3" MIN, CLEARANCE
~~R~~\ y ~)>~"
PAD REINFORCEMENT ~1~~~~0~~~/
/ ///)v />/ /
(SEE SCHEDULE) '1/ MIN. CLEARANCE
FOOllNG WlDn-t
" SEE SCHEDULE
8" MASONRY WALL
-
~
3/4" RECESS FOR S.G.D.~ ,"AD'["C 6X6 W1.4XW1.4 WWF
'" L OR F'8ERM~SH '.,.
~".- ~-~,;- ~-q4~ ~ at J~~
~."i~4~c-:r'~.~~. 6: .~q%~~~ ~
<<"'~~~~~ . ~'. .~"::<,,,,-
/ /Y / ~//~r<<~~<0t;(
(2) #5 CaNT. ~~<""""'l"'>".~ /"..."'... .
4" 1'-4" 8"
-
;0
;,
t)
6X6 W1.4XW1.4 WWF
1 / OR FIBERMESH
~~_.L ~"__~~~..-iL -:-'6 . Ll GRADE
"<)o>~V/>Y)8^" '.\ >)/)>>)>>' '
" ~~~~~ ~/~~ v~/'
/". /"- /~ ~V">
1"-/ 'L(1) #5 CONT.
}L 8"
MIN.
OFTION ~1
OPTION #2
=
.q-
=
.q-
>
;,
::J
~
oJ
~
,
2
~
-
'"
1IIl:'
:)
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,
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...
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C
. ~-t----;-I
· 2
N -
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b .' Z~~J
I (',j-
~ '-..~
..-..... '
n
---=-
M'
Sl~
----=-
'"
II;>
D
a
SLAB STEP 4 RECESS ~ 5.G.D. 4
SCALE: 3~"=l'-0" ,
FA TfO COLUMN FTG. DET AfL
Eb
SEE DETAIL L ON SHEET S1
FOR OUTER EDGE OF lANAI
TYPICAL THICKENED SLAB EDGE fL\
SCALE: 3~':;1[-0" , 51_)
I'... SEE SEC. A/S1 FOR ADDITION AL SLAB iNFORMATION ------
-
~
.,
c::
c:>>
1:0
all
:::l
~
I:
SCALE: 3~N.T.S.
SEE SEC. A/51 FOR ADDITIONAL SLAB INFORMATION
SEE UPLIFT SCHEDULE FOR UPliFT CONNFCTIONS
~WHERE UPLIFT STRAPS ARE NOT REQU!RED. PROViDE
2-16d NAILS @ 24" O.C. FROM TOP PLATE TO
BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING)
, l' ~
S,P.F. DOUBLE TOP PLAf[~ ~TRUSS BOnOM CHOIlD OR
_A~_ 2x4 BLOCKING W/2-16d
SIMPSON SP2 CONNECTOR~V TOE NAILS @ EACH END
i -
; V2"X S.P.F. (OR EQUAL)
1/2" COX PLYWOOD OR 7/16" I STUDS @ 16" O.C. U.N.O.
0.$,8. SHEAn-tING REQ'D. FOR J
ALL EXTERIOR OR SHEAR WALLS :/ (1) ROW 2x BLOCKING @ MID HGr. FOR
AS INDICATED ON THE PLAN. . l.- WALL HGT. < 8'-6". (2) ROWS 2x BLOCKiNG
ATTACH SHEATHING "WI 8d ^ @ 3rd PTS FOR WAU HGT. > 8'-6".
COMMON NAILS @ 4 O.C. @ l'v< ./
BOUNDARIES, 6" O.C.@ EDGES, ~/-R19
AND @ 12" O.C. @ FJELD _______ I ~
~>-
--'t1- SIMPSON SP1 CONNECTOR
1/2"0x8" ANCHOR BOLT@ 24" O.C~ ~V2X P.T. BOTTOM PLATE
W/ 2"~x3/16" PLATE WASHER (TYP.) ~ r 6X6 W1.4XW1.4 WWF
C' M,'N , >> /' -,L~ C- ~~~~IBER~H ~
J;? t .'~~~-----:'';'~_.~I>~:''.I>.~~V~/ 31/2'-4"~
~~ 3 1/2"-4">A;/A~' ~ ~. .~"; />~ MIN.
MIN. ~/ /~(J/~({"""""',,<<~I""""'~".
IK"-/^y'A /1'- /
(2) #5 CON-. I _I .
11=-;-/ 4" v 1'-4" 8"
/)
U.N.O.
MIN,
TYPICAL BEARING WALL 'CD STEP H
SCALE: 3~'=I'-0' ~
~
C\
51 f
NOTE:
SIMPSON HETA20 @ EACH STUD
WITH 16-10d X 1-1!2" MAY
BE USED IN LIEU 0 ANCHOR
BOLTS. PROVlDED HETA20
EXTENDS UP STUD.
SjMPSON SP1 's ARE NOT
REQUIRED W/ THIS ALT.
NOTE:
HILTI 1/2"~ KW1K BOLT II
wi 8" MIN. EMBEDMENT MAY
Bt USED IN LIEU OF ~,NCHOR
BOL TS.
SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS
~ 1~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROViUE
~ NA'LS @ 24" O.C, FROM TOP PLATE TO
S.P.F. DOUBLE TOP PLAT~ \.~lRUSS BOnOM CHORD OR
/~ 2x4 BLOCKING WI 2-16d
SIMPSON SP2 CONNECTOR--'" ~ TOE NAILS @ EACH END
-VA~
-\/>--
? /:2"X S.P.F. (OR EQUAL)
/ >< STUDS @ 16" O.C. U.N.O.
(1) ROW 2x BLOCKING@MIDHGT.FOR..-/ > ~:-R1 9
WALL HGT. < 8'-6". (2) ROWS, 2\ BLOCKING >
@ 3rd PTS FOR WALL HGT. > 8 -6 . >-S: 1/2"0x8" ANCHOR BOLT @ 24" O.C,
;> r WI 2"~x3/16" PLATE WASHER (TYP.)
SIMPSON SP1 CONNECTOR-"""'III
2x P.T. BOTTOM PLATE~ r 6X6 W1.4XW1.4 WWF
(4" MIN. ~ . '. . / OR FIBERMESH i- 'F
I . / --J-. -'-' - -~-:-" -;- -~. _. [')
-~ J... . lJ'. . t> ./ '. . At./, / >- ,- / >- ~ !
~ ~ I ~ :; -:- ~'-:-,;,~.-< :> c.'. I> ~~W<</' 3 1/2"-4"--'
l' ~1t~~~4~>y~~~~~~~> M>N.
/)\ "-/AY'A /" /
(2) #5 CON~ "
4" 1'-4" l 8" L
.., ,,/i
~
U.N.O.
MIN.
AL TERNATE TYPICAL BEARING
WALL ~ STEP W/O SHEAR WALL
J CC ,
, 61 J
SCALE: 3~'=1'_0[t
NOTE:
HIL II 1/2"0 KWlK BOLT II
wi 8" MIN. EMBEDMENT MAY
Bt USED IN LIEU OF ANCHOR
BOl TS.
ffi CREATED 01-02-02
r
D E DANSCO
ENGINEERING, FA.
P.o. eox ~ - AFOu..O ~ - FLORIDA = ~:?&'2
Pt-IONE .. (813) 64& ~t66 FAX .. (at~) 64& ~~
E6 4Q 10 1(\ TrlESE DRAWlNGS AND DESlG^oS ARE "J<E JCINT PR:)f'ERTY Of DANSCO E'iGlNEIRI~G, P.A. AND -;'.~
\2J ClIENT ON THIS PROJECT A.~Y REPROOUCTlON OR UNAU111CRiZlJJ USE'S PRCHI13Hm - 2003
~
-
eeAl. '\ 5CAJ..ENoTED
DATE tI2/rb2
LENNAR ~OMe5
TAMPA DIVlelCN
D~.lN BV.
N:/BLOCKS/STD 2001
6EcrrONo, DET ArLo, NOTE5
"
81
~
: 12 (-PRE-ENGINEERED 1'1000 TRUSSES @ 24" O/C
: ~-l rPLlFT CONNECTOR (SEE SCHEDULE)
~ ~ SE:"ELEV. / !IIIOO~;: ~~:C:':~I: :~~ASlM C. 926
) ~. I APPLY 3 LAYERS W/ TOTAL TI1ICKNESS 7/8~
/' ~~ OVER METAL LATI1. FIRST 2 lAYERS 3/8~
ll1lCK EACH. 3RD l). YSR lle'll' ':('i;~X
~~ -.
I ~ .-.-. . ::~ {CR'CKET AS REQU'RED
1/2" EX1ERIOR GRADE SHEATHING ~
F'ASTENED TO TRUSSES 'Mlli 3d COMMON
WiRE NAILS @ 4" ole BOUNDARIES f'"
6" OIC EDGES & 8" ole FJELD :f;i. .
I 1. . ,~..;."
2X4 PT S1UDS @ 15' D.c. Of< (1)2X4PT S1UD . ~
@24"0.C.UNOERCOMMONTRUSS Wj (2)~X4 --
PT StUDS UNDER HIP CARIERjGIROER TRUSS \..
;Z ~ :-;:/"" '\
./~' irl :=.~. .~ "-MAIN SPAN ROOF TRUS:>
SIMPSON META10 it') EA, ~1iJD Jf' f-~ - UPUFT CONNECTOR (SEE SCHEDULE)
/ QII ~ MOISTURE BARRIER
8"XS"X16" K.O. BLOCK Wj1 #5 CONT..-/ r-' =
AND FILLED Wj 2500 PSl GROUT / E ~
1 If5 VERT. IN CONC. FlUID C[U.~'~~-' .~~. ~
wj STD. 90' HOOK IN K,O, BLOCK B 111 =
v
KNEEWALL ABOVE M0bONRY WALL DETAIL 9
SCALE: N.T.S. ,
.~...
l\l--- .--VENT OR 2ND FLOOR
- '\ -
. 1/2" M'N'MIJM CEMENT AN'SH ~ ~ :. /flPICAL C.M.U. WAll
STANDARD 3" DIA. lIE ' -i, l-
n f-I" r--3/4" FURRING SlR!PS
TI1READED 3" DIA. EXTENSION ~~ ~ 5
_ ,..-.___1/2" GYPSUM BOARD
w/ DRYWALL SCREWS
FOi$OOffiW~f)UJAP (3" DtA.) ~~ - I-- @ 8" O.C. OR 4d
I-- DRYWALL NAILS
I--
-
~
I--
V
I--
/
/:
~
I-
I--
l-
I-
I--
MIN. EXTENSiON FROM EXTERIOR
FACE OF BLOCK WALL IS 1 1/2"
MAXIMUM EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4"
-
I--
>--
I--
, c- ~ TO DRAIN
-g~~
WALL CLEAN-OUT (A \
5CALE; N.T.5. ~8
.
'TOP SPLICE
OUBlE 10d
21"
4ft
,/
~"'''.'
~~
~~~
I~
v I ""~
'\:-.... .........
\.BOTTOM SPLI CE
OVER STUD
10d @ 8" OIC
,/
NOTE:
PLATE LENGTHS MUST BE ~
AT LEAST 8'-0" LONG. TYPICAL -===
TOP PLATE SPLICE DETAIL( M \
SCALE: N.T.S. , 52 J
'-~
DOUBLE 2x TOP PLATE ~
SiMPSON LSTA12 @ 24"
STAGGERED (FOR SHORT
SPAN PRO~DE 2 STRAPS ON
EACH END MIN.)
2x BLOCKING @ EACH END W / 10d
x 3" @ 4" O.C. FROM EACH HEADER
FACE TO BLOCKING
a..
, :J::
;0..
..0
. .:.t:
, co
co
, 0
"0
-
:;J
<<
\
~
~j
--(2) 2x HEADER
....
o
-
<n
VARIES
2x BOTTOM PLATE W/ (1) lOd X 3"
@ 12" O.C. TO EACH HEADER FACE
, ....
~5!
2 x b (M1N) FRAME
WALL t-.+EADER DETAIL
. co
I co
, U
, :>
ICO
T.1I
:N
.-
~
1C!:7
I ,
I a.
:x
(2) 2x4 TOP PLATE
SIMPSON LSTA12 @ 24"
STAGGERED (FOR SHORT
SP AN PROVlDE 2 STRAPS ON
EACH END MIN.)
~~
, '0
,'-
:<D
.~
'u
:""
. a.
. ,
: ..-
~ ';
'-
j,.
I 4:J _
. :z:
_____(2) 2x HEADER WI ~l>
PLYWOOD FLITCH
2 x 4 FRAME
WAl...L HEADER DETAIL
,
, o;g
I~
co
I
. ....
I co
. ..,
Ie:::
: Ct
1-
Ig)
'co
l:::::':l
. 0..
: x
WALL HEADER DETAILS
~
r 1 I
\!:V'
SCALE: N.T.S.
BLOCK HEADER- 1'\
1 X 4 FURRING ......... "-
8d NAILS @ 8" O.C. AT BUCK ~ ~
PROVIDE 2 x 8 DIAG. BRACE,
BTWN. VERT. BRACES WHEN
HGT. OF BRACE EXCEEDS 24" "
2 x 8 VERT.-"
BRACE(S) \ ~
~ \ 7/16~ OSS
BUilT UP PlWD. BUCK~ _ _ ~RCH PANEL
SCRIBE (NOTCH) BACKSIDE TO
FIT ARCH CONNECT w/ 8d NAILS "-2 x 4 SOliD SLKG. (FUll. WIDTH OF WAlLS)
/ BTWN. OSS ARCH FACES w/ (4) 10d NAllS
I TIiRU OSB INTO 2 x 8
~8" MA)(
SIMPSON H5 AT
EACH JOINT TYP.
I \ PREF AS CHIMNEY CAP
\ ' FLASHING
~ v- -1"x4~ BLOCKING (SEE MANUF.
/" SPECS. FOR MINIMUM DISTANCE)
"-' - - I r--...EX"TERlOR FINISH
! )
vPREFAB CHIMNEY
VV
BLOCKING @ MiD POINT ViHEN
- - - ,...r- f-~CHIMNEY EXCEEDS 6'-0" IN HEIGHT
- - - ~1/2" SHEATHING OR O.S.B.
I_ -2"x4" STUDS @ 16" D.C. MAX.
"--2"X4" @ 16" O.C. MAX.
/2'X4" BLOCKlNG TYP.
-
T1FlCAL CHIMEY DETAILs0\
SCALE: NT.S. ~
ATTACH BLOCKING J
TO TRUSSES wi SIMPSON
A34 p.,NGLE TYPICAL
SLOPl
1\
~IMPSON MTS12@EA.CORNER
RE-ENGINEERED
WOOD TRUSSES
~REF AS CHIMNEY ASSEM8L Y
'A
>-
~~
zZ
<(-
~ ;;~ ~
oc;- <(
"c ~~ a::: GALV. META~L\ -
I ~o. F1.A<,u'N
r.-: ::r;C- 0 .;}In
. I
b~'b .....
Ia:::~
~~4 .~ ~
CRICKET1" ~
/ CALVo MTL. FLASHING
~USS TOP CHORD
~PSON MTS12 @ EA. CORNER
OUBLE 2"x4" BLOCKING
~ / t
~ ~CKEI..
cr ~ "+
~~
/~
{ \y
\\, ))
,.~
-0
=
6ECTION ",A-All
f.r~
e>CALe: ~/4'=11~0'
I
/lSiMPSON HUSC48 CONCEALED FLANGE
HANGER WI (6) 10d INTO BEAM &
(6) 3/16" X 1 3/4" TAPCONS
~ A
I
I
ROOF TRUSS
(ABOVE
r '2Y.4 BLOCKING
f"
;;;..j ..........."""- SIMPSON DTe @
^ ==1 EA. BLOCKING
1\'
, ~
~2X8 WALL
m ABOVE ENTRY
~ ~K.O. BLOCK
· W/(1) #5 CONT.
"'~ '" & FILLED
c
(2) 2 X 8 BEAM/
10d NAILS @ 6"
O.C. STAGGEREDl :z
A TRANSOM.-- .~
. ~ / 0 0 00 ~~~~~~ _ Z
-- - ~ =- LpL YWOOD
o ( E \ tSHEA THING
- \!:V
8
ANCHOR SOL T
~
E ~
52 8
I
TRANSOM OPENING
7'-4" A.F.F.,
PRECAST RECE~S
liNTEL (FilLED)
#5 REBA~
DOOR OPENING
....
@ ~ASONRY WAll
I~MPSON (C)~SIMPSON
I SP2 A35
:~:: . . :><
-.....
t B
I
f- PL YWOOO
MASONRY SHEATHING
WAU BELOW-' r- 0. ..JNCHOR BOL T5 @ 24"
O.C. MAX. (MIN. (2)
PER BOTTOM PLAIT)
=f;=S:
I
SIMPSON HUSC48 (UPLIFT CAP ::: 1302 Ibs)
(GRAVITY CAP::: 1262 IDS)
f-
L lNTEL5 AT ENTRY
DOOR WITRAN60M
r-SIMPSON
A35
.-
{DD\
\!!V
f-
2X4 TOP
PLA 1E
OVERLAPPING
NOT TO &CALE
.~~~"
~~......." "
~ "
~ "
"
"
~,~
,,<
TRANSOM FRAMING
SEE SECllON AA/Sl AND
88/S1 FOR ADDIllONAL
DETAILS ,
.-SIMPSON SP1
, ;-ANCHOR BOLTS @
.. SIMPS~.. I- .J 1/ 24" O.C. MAX
..t 2X4 P.T.
I ,t lJ PLATE
\ t8 P.T. Bonoi p~
I \ I
\_ANCHOR BOLTS @ 24" O.C. MAX.
(MiN. (2) PER BOTTOM PLATE)
i\
"'-NAILED INTO
TRANSOM
FRAMING
-
-
~
f- f'-.-10d NAILS @ 6"
STAGGERED
DOOR JAMB
3-1/4" LONG X 3/16"0 TAPCO;---------B
INTO BLOCK@ SPACING PER MANUFACTURE
1X4 P.T-;--l
1" DETAIL
1/2" DRYWALL~X 4 FURRING
DOOR JAMB W 1/4" X 2-1/2" S.D.S, ,
WOOD SCREWS INTO P.T. @ 1 t o. C. ""'-
,
3/16"~ X 3" LONG TAPCONS STAGGERE 1X~ ~
~~8~G~C1x~-~~~l'~J8 ~~.SONRY G X 8 P~.
1 -1 /2" DETAIL
J
r
1 rSIMPSON
,/ A35
~
RECESS
rLlNTEL
/
./ ,.4.-<\ A.
.~'. .'
4
4",'
II
. ~.
~
r
3/16" X 3 -1/2" TAPCON
DOOR JAMB W 1/4" X 3" S,D.S. ..em
@ 12" O.C. 2 ROWS STAGGERED. ,H
1X4 P.T.
2 1 /4" D ETA I L ~2 X 8 P. T.
1 X4 fURRING
CD
I~MPSON (C
I SP2
I' r' .
t,., .
I::
-SIMPSON
A.35
I ____ :Od NAILS @ 4"
V- STAGGERED
.-- SIMPSON
A35
1/2" DRYWALL
DOOR JAMB W 1/4" X 3" S,D.S. -~iH
1~~
3/16n0 X 3-1/2n LONG TAPCONS STAGGERED .t.L-2X8
STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8
THROUGH 1x8 P.T. & 2x8 P.T.
~~J~~~"
~~-,,~ "
~~'"
~~",
TRANSOM FRAMING ~.~"'~
-<SEE SECllON AA/Sl AND V-
BS/51 FOR ADDIllONAL
DET AJlS
,
,
\ NAILED INTO
· L..TRANSOM
FRAMING
-
-
t;
o
PLYWOOD
FASTENED TO TRUSSES Wllli 8d COMMON
WlRE NAILS @ 4-" o/e BOUNDARiES
6" Ole EDGES & 8" ole FJElD
/
3" DET Al L 1 X 4 FURRING
1/2" DRYWALL 1
DOOR JAMB W 1/4" X 4-1/2" S.O.S. 12" O,C'_...M
10d @ 12" O.C. 1 ~
2X2X8 P.T. 'MTH 3/16"~ X 3" LONG TAPCONS -
STAGGERED @ 16lt O.C. 2-ROWS INTO MASONRY -2X8
3-1 /4" DETAIL
BUfLDOUT ~ OVER SIZE DOOR~
WINDOW ROUGH OPENINGS { cc \
\!:V
-SIMPSON SP1
'7
"7"
RECESS
/L1NTEL
/
.~ /.
'. 4 .-, 4.
V:SIMPSON
A35
Il - . :: .
~:. I, I "-
\ 2X8 P.T. BOTT+ PLAIT
I \ I I
lANCHOR BOLTS @ 24" D.C. MAX. (MIN.
(2) PER BOTTOM PLAIT)
,~ . ~ON A35
,i
.01 .
0~
NOi TO &CALE
2 x 8 P,T. BUCK-CONNECT TO BLOCK I
w/ 3/16" x 3 1/4" TAPCON
( 1 1/4" MIN. EMBEDMENT INTO BLK.) / i" MAX, SOUD BLKG. AT TOP
r~ .- BTWN. ARCH BLKG. & BUCK l~
./ -, 1
1 X 4 FURRING/ ~d NAlLS AT 8" O.C.
I AT BUCK 1
A ,--....... SECTION
A-A
2'-0' 8'
f \ ~t 3/16" x 3" TAPCONS
V LEAVE A CUT OUT 'N O.s.B
ON THE INSIDE TO ALLOW FOR
INSULATION TO BE INSTALLED
2 x 8 40 DIAGONAL
BRACE AT 'flEA fF~ACE
OF ARCH W 3 10d
NAlLS AT . D
BLOCK HEADER
~
*~ \
~
~
,
~ PRQV10E TAPeON
WITHIN 4" MIN.
OF BRACE
START OF ARC
4' MAX. RAD.
'"
(4) 1 Od NAllS INTO
/ 2 x 8 BRACE/ BLKG.
1/2" DRYWALl.:
2 x 8 40 DIAGONAL ~ ~ ~ 7/16" OSS
BRACE(S) ~ ARCH PANEL
.;:;>~
CUT HOLE IN O.S.B. FOR
POLY-CELL IN TI-llS AREA
- -
J'-' ~
~_ (4) 10d NAlLS INTO
2 x 8 BRACE/ BlKG,
2 x 4 SaUD BLKG. (FULL WIDTH OF WALL)
B1ViN. OS8 ARCH FACES W (4) 10d NAILS
THRU OSS INTO 2 x 8
BUilT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE TO FIT
ARCH CONNECT W/ 8d NAILS
I
v
INSTALL WDW. SCREW
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
c:a:- ~IRDER TRUSS
SIMPSON
HTT16 TYP. ~
5/8"0 THRU ~~2X TOP PLATE
BOLT ?--J~ ~
KNOCK-OUT BLOCKi NOTCH UNTEL WHERE REQUIRED
W/ ll) fj5 t FOR CONCRETE PLACEMENT I
" -1.....' ,"r'" < .,1'" ......: t. :""'.L'.~ .... l,.;." .r '. . I ''';:''r~
sm. 90' HOOK
T'
BOND BEAM
CONT #5 8~R T
--
r 2"x BUILT-UP COLUf.-\N
~
o 0> !
001
:::: ~8-16d NAILS
o 0 ~
o 0
o 0 5/8\bx8"" J" BOLT C:;;
5/8"~ HiL11 K'\"flK BOl T !I
c::::= WI MIN. 8" EMBED~ENT
I
~
~~II
~"fu"""'\ ~' ,'.
:.~~ ...~,~~ _C>, , .. ,~~
:.or (f,/"
k
FILL CELL"
~ \::"
CONT. #5 ~
,BAR --\ :>
I
i
!
I
I
..
4-
.. I
I
SID. 90'
HOOK~ ...
II
I
I
I
I ..
I'.
I
I
.:. J:: I
:: f:-
.... .::
...0.: II
~
I
OPENING
II
i
.:... ...
:::: ...
r .
I
I
SIMPSON HTT16 JI
TYP.
~2 X 8.U.C
I.
I I I ----- FILLED CELL W/ (1) #5 VERTICALJ 1
~ SEE FDN. PLAN FOR LOCATION
I
I
II
I
I
',.
TYPICAL HTT16 TO @-
BUILT-UP COLUMN DETAIL R
52
~ ~ S)2~M~?gNsf~iIDED (nP)
~ ~ SEE FLOOR PLAN NOTES
~i$~ FOR REQUIRED CONNECllON
l:1"~ 2-ROWS l6d NAllS STAGGERED @
~~ ~,~~1~~ ~fLSE'i;11&fE~~D~ 15~~\,l%
16d NAILS @, ~ ~ l:J'k~ FOR 2"x10" OR GREATER HEADrn
16" O/C TYP. ~" ~
EACH PLY I~' ~
.. rt\ "\
\2Y
I
-. .'., II
.:k II
#fo Cffi~HE~1fo~o~8u~etJION
SIMPSON STRONG
TIE HTT10 ~
~
SCA!-E: N.T.S.
N \
62)
'==
NOTES:
CD FILL UNTEL AND ALL CELlS ABOVE UNTEL Q) SEE FLOOR PLAN FOR ADOl1l0NAL INFORM A llON.
@ VERIFY lliAT ALL REINFORCEMENT (1) OPENINGS LESS lliAN OR EQUAL TO 6'-0"
HAS BEEN PLACED PROPERLY. iN 'MDTI1 DO NOT REQUIRE ADDtllONAL STEEL
REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
TYFICAL FILLED
LINTEL AS5EM6L 'fA
,
BOND BEAM 6TEF DETAIL A
SCALE; NTS. ,
-===-
H\
62 J
6CALE: N.T.S.
G
52 ,-
~
51 MPSON STC W /
3-8d COMMON NAlLS
(-TRUSS BOTTOM CHORD OR
2x4 BLOCKING W/ 2-16d
TOE NAILS @ EACH END (24n a.c. MAX)
ii1 r
/ ~ ~( 1/4N MIN. SPACE
2x TOP PLA TE~
OTE: 2-16d NAlLS @
24" C.C. OR EQUAL TO TRUSS
BOTTOM CHORD OR BLOCKiNG
O CAN BE USED iN UEU OF SIMPSON
~ _ STC S1RAP
~ rV 7 2x STUD @ 24- O.C. MAX.
~. (:flROVlDE HIL 11 X-CF NAfLS OR
EQUAL @ 12" O.C. STAGGERED
FROM BOT. PLATE TO CONCRETE
2x P.T. PLATE~ /-6X6 WUXW1.4 WWF
. ~ u. . / OR FlBERMESH J
1.. ...:-. :....- "'-- .:...- _ -,d- -:.... ~ ~ _' L -.:. ~ ..c... _.j,-,- _..,?>.
~ . ." A . . ..... . ~
7 5tr"-, 7 5~~~7L' 7 5/~~ r i
-- - -11--- - --------10 -i
SOUD AREAS D t SOUD AREAS
:0=0 r- ARE STIIL AND ' D ~ ARE STEEl AND
V GROUT 0 GROUT
INTERIOR WA\LL fJ' r- SAW CUT TO 10 1/2" ~ r-SAW CUT TO 10 1/2' c:J I FULL 8x8x16 BLOCK
~ I ~ ~ I., :
'i - __I.Cl:~<- -DOOR DPrN'NG- - U::J -DOOR OPEN,NO - - Qlllt -DOOR OPEN'NG-,
I [i] FILL llilS CAVITY \'t'ITH I ~ \. FtLL 1111$ CAVITY WIlli I ~ I \ FILL l11IS CA\I1TY \\ilT'ri
EXTERIOR WAll GROUT FROM FINISHED '- GROUT FROM FINISHED ~ GROUT FROM FiNiSHED
i Du' FLOOR GRADE TO ) D I FLOOR GRADE TO ffiJ FLOOR GRADE TO
UN TEL ABOVE. UNTEL ABOVE. UNTEL ABOVE.
__ 0 ---______JDl____+___ 0'-___
1 ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO mE
COARSE BElOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAM8 WALL lS TO BE
WOVEN INTO mE MAIN FRONT TO REAR WALL AS SHOWN.
(1) 2"x4" CRIPPLE FOR
OPENiNGS 6'-0. OR
LESS & (2) 2" x 4"
CRIPPLE tOR OPENlNG
6' -0" OR GREATER
~
\
L DOUBLE HEADER WI 1/2"
FUTCH PLATE U.N.O.
&
\ ~~bl)'l~~NfA~~N90AS
HEADER wi (2) 16d @ 16" ole
UNLESS NOTE)) OTtiER'MSE
~L
/2"X4. STUDS TYP.
D
Op~ Oo,'j>
* UPUFT eONNECllONS""'I\1Q
REQUIRED AT LOAD
BEARING WALLS
VSEE PLAN FOR REQUlRED
CONNECllONS
",'~ BOT. PlAIT
LOAD BEARINGIEXTERIOR ~
WALL HEADER DETAIL (Q \
SCALE; N.T.S. ' 52 J
~
~
J\
62)
~
J
,
D ,
52 8
TYPICAL INTERIOR NON-BEARING WALL DETAILJ
SCALE: N.T.S. ,
MASONRY LAYOUT
SCALE: N.T.S.
I REFER TO PAGE SDW1 FOR ADDIllONAL INFORMATION.
Vt'tDTH OF OPENING VARIES
1/2"X9 1 /2~ PL YWOO
SCRAP MATERIAL
" FORM CONCRffi INSET TO
A' r CREATE A SOUD BASE FOR BLOCK
WALL ABOVE.
II
REFER TO PAGE SDW2 FOR I
ADDITIONAL INFORMA1l0N BY MANUFACTURER.
~
B\
52 J
TYPfCAL GARA6E DOOR @-
TRACK MOUNTING DETAIL K
SCALE: N.T.o. 52
TYPICAL SECTION Tl-tRU WINDOW J
SCALE: N.T.o. ,
r::l
~<(
- IY:
w
~6
\ -FORM CREATES CONCRETE RECESS W
RECEIVE GARAGE DOOR AND TO AU OW
FOR WATER SHED.
2x4 (NOM) KEEP SllFFENER BACK FROM SIDES ENOUGH
. TO ALLOW SPACE FOR FLAT MASONS 100LS
~
GARAGE DOOR-
\
ACK MOUNllNG BRACKET
.-r-SlMPSON
A35
SIMPSO~ -,
SP2 1
,'., :1-
~. ".J.-
"
~ARAGE DOOR TRACK
~
II \
~
~
SCALE: N.T.S.
~ MOUNTING BASE SHOWN
IN POSI1l ON
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
I' il
[1,1
I i I 'I
I. I
Ii i:
, I'
n
(THIS IS A RECOMENDA nON FOR CONSTRUCTiON OF THIS FORM. AN Y
MA 1ERIAL OR CONSTRUCllON METI100 MAYBE USED PROVIDED END
PRODUCT MEETS ll~E SHAPE AND DIMENSIONS OF TI1IS DRAWiNG)
GARAGE ENTRY FORM DETAi__
UPSET WOOD BEAM
r (SEE PLAN FOR SIZE)
II
I
l ~l
me$kG~FW86~ON OF
SIMSPON META 16
I
I !!
.~
2X4 STUDS @ 24" O.C. ~,
2'-0" ....
A A
A r
1/2u ANCHOR BOLT @
24" a.c. MAX. MIN. (2)
PER BOTTOM PLATE 2X4 P.T.
. SEC1l0N7 / -PLATE
~,j I::......
II , J....r
\ I ij
L S'MPSON, A35
1
/ .,J.. I I1it 'N
~l 'f"lI:: ..J'.H
~L... . .....: ~ :,: '.. ' :' :' '.'\..
/.... .a":'.. ' ~~.. .. t "'-.:''- :~.: ".A .'t :.\.<. f:..'; ~.,," *'.: , :~ .;:", ::, fl.: t,",
POURED CONCRETE BASE FOO~
BLOCK WALL. RECESSED BOTTOM "OF MOUNllNG BASE
~N~CWlft~ ~~~~GrO~W~~D TO BE 2 ABOVE FINISHED
THIS DRAWING. GARAGE FLOOR.
PARTIAL INTERIOR ELEvATION
2x6 MOUNTlNG BASE
~X6X16 C.M.U
,;,,~:,~':':r GARA.GE FLOOR
I
<
"
TRANSOM OPENING
I
7'-4" A.F.(.
PRECASX REC~\SS
UNTEL \ FILLED)
#5 REB~
:---.,
DOOR OPENING
SCALE; N.T.S.
MOUNT1NG BASE NOT
SHOWN FOR CLARITY
SEE DETAIL BELOW ---........./
SEAT FOR BLOCK IS ,
POURED IN PLACE CONCRETE~ !'...
GARAGE FLOOR SLAB \
~~~~t~AtHNOTES - ~ ~
SLOPE FORWARD____...
FOR DRAINAGE
. ~ .., ~
. ,,:'.' ,;- .~ .
~ . " .....
I
,.: ..;'" .
o
MOUNTING BASE DETAIL
SCALE: N.T.S.
FRAMING DETAILS~
ABOVE ENTRY {FF \
\31
I
SIMPSON META16 (UPUFT CAP = 1500 LBS)
L INTEL6 AT ENTRY
DOOR W/TRANSOM
NOT TO SCALE
illlli~'
I~
".l ,
, I
SEE PLAN FOR FOOl1NG I
DiMENSIONS
~'. ,.
D SAMUEL A. GREENBERG1 F.E. "34:45
D Tl-+UY l-+. HUYNH, P E. 1*60122
D IRWfN J. 6EN60N1 P E. ~4Cji58
D ALl ABBAS HAKIM, FE. ~b186
,
TO T~ flE&T 01' THE ENGINEER& KNOULEDGE AND BELief, ,"" I
STRUCTURAL. P!...ANS AND SPECIFtCATIONS COMPLY WiTH Tl-+E
FLORIDA 6U1LDING CODE, OECTION !b~b FOR 12e> MPH .3 SECOND
GUST1 EXFOOURE '6' WIND ZONE (20e/1 EDITION). i
THIS DRAWING A,'lP DESIGN 16 VALID FOR 12 MONTHS AFTER THE i
DATE IT 15 SI~D AND SEALED. I
I
SIGNED AND 5EALED FOR TI-+!: 6TRUCTURAL PORTION ~ n-ll5 I
DRAWING ONLy.
~
\V
NOT TO SCALE
2 x 8 BUCK - CONNECT TO BLOCK WITH SEC1l0N
-3/16~ x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BlJ<.)~-- B-B
_do MAX. f., \~ 2'-0' ~8' t
SOUD BlKG. AT TOP----:'-;;l 1 \'"
BTWN. ARCH BLKG. & BUCK. I '" I
I I
., '\
lEAVE A CUT OUT 'N O.~.B. : ~~<v \ p 1 ~fc~~:~ :~; ~1~E
ON THE INSiDE TO ALLOW FOR~ )...... OF ARCH
INSULATION TO BE INSTALLED ~
~
GARAGE ENTRY FINISHED
MASONRY DETAIL I
SCALE N.T.S. ,
p "
52 H
2 x 8 VERT. wi (2) 10d
NAILS AT EA. END
r
D E ~~~~~~.
p.o. eox 34<D0 .. APOLLO 6EACW .. FLORIDA ~ 3*"12
t=1-fONE .. <813> 64& fDtE>b FAX .. (sa> 645 ''a6eae
~ ..u!..", 01HESE DRA\\lNCS AND DESiGNS ARE r,,( JOiNT PRoPERTY OF DANSCO ENGNITRJNG, P.A. AND icE
-~ ~ ~ClJENT ON THiS PRO,.ECT. ANY REPRODclCJlON OR UNAlinJCR!ZID USE is PROhi81"D. - 2803
"
ffi RE~SED 08-15-03
ffi CREA1ED 01-02-02
1?0 MPH
3 SEC. GUST
8EAL. \ aCAl..E NOTED
DATE 12112/02
LENNAR ~OMee
5T ART Ol= ARC
4' MAX. RAP.
/
INSTALL wow, SCREW
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
EQUAL
ARCH PET AIL
NOT TO &CALE
PROV1DE TAPCON PER wow. INSTALlAllON
DETAILS OR l11RlI 1-1/2" THK. OR MORE BUC~
WITHIN 6" MIN. OF START OF ARCH
I AA \
, 52 J
TAMPA DiviSION
DF<AUN ev.
N: !BLOCKS/SID 2001
/
J
0/
'1
5eCTION5, DeT AILe, NOTES
EQUAL
~
V:V
ARCl-4 DETAIL
NOT TO 5CALE
~
\..
DE JOB NO. PM - !?>021
62 ~ ....)
\
ABLE TRUSS
1/2" COX PLYWOOD OR 7/16" OSS
/ SHEATI-fING ATTACHED WI 10d NAILS ~ 6" D.C.
EDGES AND 12" O.C. FlELD
10dxY@ 3" o/e THROUGH
/CHORD INTO 2"x6" P.T. PLATE
1~
",,~v~v
<i'
" I
1
~
2'-"-lZ>' MAX
"x" BRACE SEE \ f
DET. J/S3 \ I
,/
2lZ>'.-~' MAX
;90NllNUOUS BOTTOM COR BRACING
/ ~"X4" MIN. (SEE DETAIL M S3)
(j
!U
C~D JACI'(
*
/BACKNAIL wi (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAIU,/:G
SCHEDULE FOR SHEAn-UNG DETAIL 2"x4" OUll.OOKER @ 24" O.C.
Ir (OPTIONAL - SEE E1.EYA110NS)
-.' '",,' .
t PI . "-"'"'''''''''''''',i/''' z. . "_ ' DI
~I!!I /~/ -/ ~ "--;---1- ----SiMPSON H10 OR EQUAL
O @ EA. OUTLOOKER
TOP CORD BlOCKIN FOR FlRST FOUR ROWS - r / / ""- DOVBlE rap PLATE
Of TRUSSES @ EDC S Of SHEA THING TYPICAL V /
. I 11"-" .' /' / / 4" MAX I 2"x4' CROSS BRACE
718 STUCCO FINISH PER ASTM C. 926 ~3!~WSON. l5TA1L iJ EA. S o-.J ;Y AT RIDGE FAS1ENED
APPLY 3 LAYERS WI TOTAL THICKNESS 7;a~ !~ . ~ AT EACH JOINT WI
OVER fAUN. LATH. RRST ? }AYERS 3/8" ' ~~ (2) 10dx3"
1l11CK EACH. 3RD LAYER 178 THICK. "~': 2X6 FRAMED WALL - SEE
. . WALL SECTlON FOR SPACING
/'
2"x4" PANp,.~tVI~IfW ~ 1.[3" b.c. '. ~.. ~~'~~~~1~5~JA~eEDO~/fo~6"
FOR. TH~ FiRSf ~~. RO'h'S Of mUSSES . ~ NAILS@6"OCEDGESAND12'OC
FROM EA. END . TOP & BonOM ~ . , , .
ATTACHED 1'1/ (2) 16-d TOENAILS FIELD
11 , ~(2) 16d NAILS
, ~""'E.L,-:.e I. '"",' ] 'Xif:' ". V~2"x4" BLOCKING
5/8: 9~ }/'il f)ElUNG DENSE../ I 1\ 2"x4"", ON TOP OF PANEL
GY?WM WALL BOARD FASTENED I. I \....BLOCKING, FASTEN 'MTH
'WIlli 8d COOLER NAILS OR 1 1/4" LONG ., 10dx3" @ 4" olc
DRYWALL SCREWS COMPLYING \\11m
ASTM C1002 FOR FIRST 8'-0"
FROM END WALL @ 4" O/~ TYP1C,<\L
SEE STRUCTURAL NOTES AND NAiLlNG \
SCHEDULE FOR SHEA1l11NG DETAIL
I
+ N"..~ D\'I ~
TOP ~ORD I BtOCKIN~OR FIRST JO'uR ROWS J
Of 'TRUSSES @ EDGES Oz. ~ATHING Tl'P1CAL
2'x4" CROSS BRACE , ,II
AT RIDGE FASTENED " .
AT EACH JOiNT WI "
(2) 1ddx3"
/ TOENAIL W/ (2) 16d NAllS
/ r2"x4" OUn..OOKER @ 24" O.C.
, N
" "F.'
1l'-rZ>' MAX.
.
~
I~SIMPSON H10 OR EQUAL
I @ EA. OUn..OOKER
I 24' MAX
I I r"L" BRACE TO EXTEND AT LEAST
I V 90% OF WEB LENGTH (SEE TABLE)
(
I
,
I
I
I
"
~<
/
(j
ill
------
v
(j
III
r---
~~~
_~2~
~
-'I
~,
Q
I
~
Q
.
~
Q
I
~
Q
I
~
~~~
~21-
(j
!U
* '
~1 \ ~l
~ONllNUOUS BOTTOM CORD BRACING 1"x4" MIN.
/
/
/
><
o
z
w
-"'---!::1
co
<(
<.:>
;y
W
o
Ii:
(3
0..
I
II~
11\:x;,
(/
'1'e
1- CORNER JAC .
y:
: "
Ii: ~
g *
*
"
7/8n S1lJCCO FINISH PER AS1M C. 926
APPLY 3 LAYERS 'II / TOTAL TH1CKNESS 7/8-
OVER METAL LAm. FiRST ~hAYffiS 3/8-
l}J)Q( EACH. 3RD LAYER 1/8 llllCK.
~MIN\MUM 2nx4" CROSS
BRACING (SEE PLAN
FOR LOCAllONS)
'"
""
""
Q~
,X
- <(
~:;,:
-----.;
--...-
"
....---
"
2"x6" P.T. SiLLl
a
z
w
0-
X
""
/
><
2) 16d PER JOINT
Q---:-
,X
- <(
~p
... .... - -
2"x4" LEDGER (MATCH BOTTOM
CHORD SLOPE OF ADJACENT TRUSS)
2"x4" PANEL BLOCKING @ 48" O.C.
FOR mE FIRST 8'-0" OF END WALL
FROM EA. END 1l"P. BOTTOM CORD
ATTACHED wi (2) 16-d TOTETNAILS
... //
I DG I" . I / I D\'I I" I I ~:;.
2nx4" lOT" ON fOP OF PANEL I ,j t t" "'-
BLOCKING, FASTEN WlTHJ . =r ~:MOISllJRE BARRIER
10dx3" @ 4" olC I
5/8" OR 1/2" CEILING DENSE / I I SIMPSON META20 OR EQUAL
GYPSUM WALL BOARD FASTENED / '1=i =r @ 4'-0" O.C. TYPICAL
WITH 8d COOLER NAILS OR 1 1/4" LONG
DRYWALL SCREWS COMPL YlNG WITH ASTM C1002
FOR FIRST 8'-0" FROM END WALL
@ 4" O/C TYPICAL
Q---:-
,x
- <(
~:;,:
-.........
... ... - ...
----
:?(
t><
CROSS BRACING DETAIL
6CALE: N. T.6.
f?\.
\31.
NOTE:
1) SEE TRUSS MANUFACTURER'S TRUSS ENG!NEERING
CUT SHEETS FOR ADDlllONAL PERMANENT BRACING
THAT MAY BE REQUIRED
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVlDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
~
REQUIRED MINIMUM PERMANENT TRU66 BRACING PLAN (L "-
AS PER HIS 91 SCALE: N.T.e.. \!:V
~TOP & BOTTOM CORD
GABLE END BRACiNG @
4'-On O.C. MAX. FOR
FIRST (4) ROWS OF TRUSSES
-
.~
,
6CALE: N.T.6.
I 1 \
, S3 J
UPLIFT CONNECTIONS - HIP FRAMING
* USE SIMPSON META20 (OR BETTER) CONNECTORS
(OR EQUAL) @ MASONRY OR SIMPSON HlO (OR EQUAL)
CONNECTORS @ FRAME WALLS & SIMPSON H5
@ HIP JACK TO FRAME WALLS.
SCALE: N.T.o.
~.
\!:V
1/2"~ ANCHOR BOLT @ 48" O.C.
MINIMUM 6" FROM PLATE SPLICES
W/ 3/16"x2"\ll PLATE WASHER
SECTION
SECTION
~-."~
PRE-ENGINEERE~ '
WOOD TRUSSES \
:'>
OVERLAP TRU&6 eRACINU
A T LEAST 1WO TRUSS SPACES
~.
OVERLAP
2x4 "T" BLOCKING ~ ~ ...
2x4 BLOCKING @ 48" O. C.~ ~~-
"L" BRACE 1- : ~ 16d
ATTACHED WI 10d NAILS .-~ _
@ 4" O.C. TYPICAL --=----=:~~ ~ V-
...- .......
GABLE TRUSS WE~
DOUBLE ILl BRACING DETAIL I
\
...:'tN
(<\
.,... .
SEE STRUCllJRAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL \
rBACKNAIL W/ (2) 16d NAILS
/ 2"x4" OUTLOOKER @ 24" olC
7/8- STUCCO FlN1SH PER ASN C. 926 I \ . r
APPLY 3 LAYERS W/ 70TAL 1l11CKNESS 7/8' + IX A f [)3
OVER METAl LAll1. FIRST 2 V\YERS 3/8" ~N 7/1l
llilCK EACH. 3RD LAYER 1/8, THICK. I .'\..... /L A'1 I
. TOP CORD BlOCKING FOR FIRST FOUR RO;~ I IMPSON H10 OR EQUAL
Of' !RUSS S @ EDGES Of SHEATHING TYPICAL I @ EA. OUn..OOKER
2"x4" CROSS BRACE I" I
AT RIDGE FAS1ENED 4- MAX.~
AT EACH JOINT WI I rL" BRACE TO EXTEND AT LEAST
(2) 10dx3" )..- 90% OF \\ES LENGTH (SEE TABLE)
I ~ABLE TRUSS
I / 1/2" CDX PLYWOOD OR 7/16"
I ~OSB SHEAmlNG ATTACHED W/10d
NAILS @ 6' O.C. EDGES AND 12" e.c.
I FlELD
~ I /(2) 16d NAILS
/ /~IMPSON HGA1Q @ 36" O.C.
~rx4" "T" ON TOP OF PANEL
I I~ qp-BLOCK1NG, FASTEN WITH
~ 10dx3" @ 4" O/C
llJD WALL (SEE TYP. SEC.)
NAIL
.,D
~+-"
:[2
-..t--.
fr
(2) 2" x 4" LAMINA 1l0NS W / (1) ROW
OF STAGGERED 10d COMMON WIRE NAiLS
(0 = 0.14-8", L = 3") OR EQUAL
~
~ I
A ;:l'
~
'II:
~
6CALE: N.T.o.
E; \
53 8
. ~.~~
t~
is
(3) 2" x 4" LAMINATIONS W/ (1) ROW
OF STAGGERED 30d COMMON 'MRE NAilS
(0 = 0.207". L = 4 1/2") OR EQUAL
--
~~
\'
I'
2"x4" PANEL LOCKING @ 48 C
FOR n1E FIRST (4) ROWS OF TRU
FROM EA. END TYP. TOP & BOTTO
ATTACH~DI fl (2) 16-d TOE~AILS
t ~ I I I M I
5/8" OR 1/2" CEILING DENSE-./'
GYPSUM WALL BOARD FASTENED
WITH 8d COOLER NAILS OR 1 1/4" LONG -
DRYWALL SCREWS COMPLYING 'Mlli I
ASTM C1002 FOR FIRST 8'-0" I
FROM END WALL @ 4" O/C TYPICAL
J
DBL S.P.F.TOP PL.A,TE
.. .
~M1NIMUM (2) 16d PER JO'Nr\
. r ~INIMUM 2"x4" TRUSS BRACING
""~
-==--
2x4 "T" BLOCKING . t'c
2x4 BLOCKING @ 48" O.C.~ ~
"L" BRACE '}.' I ~ 16d
ATTACHED WI 10d NAILS - i~
@ 4" O.C. TYP!CAL~ x~i
---- "-
GABLE TRUSS WEB~
NAIL
1) ADJACENT NAlLS ARE DRIVEN FROM
OPPOSITE SIDES OF THE COLUMN
2) ALL NAILS PENETRATE AT LEAST 3/4
OF ll-!E THICKNESS OF lliE LAST
LAMINA 1l0N
3) EACH 30d COMMON NAIL MAYBE
REPLACED W/ (2) 16d COMMON NAILS.
(ONE INTO EACH OUTSIDE FACE OF
B.U.C., SAME NUMBER OF ROWS,
SAME SPACING)
TYPICAL NAILING SCHEDULE6 FOR BUILT -up COLUMN6 ,
SCALE: N.T.S. ,
~
NOTES:
4) FOR 4-PlY, PROVlDE 1/4" DIA.
x 5 1/2D LAG SCREWS OR EQUAL
(SPACE AS SHOWN FOR 3-PL Y)
5) FOR 5-PL Y, PROVlDE 1/4" DIA.
x r LAG SCREWS OR EQUAL
(SPACE AS SHOVlIN FOR 3-PL Y)
6) REFER TO NOS SECllON 15.3
FOR ADDlllONAL lNFORMA llON
TRU&6 BRACING OvERLAP DETAIL
6CALE: N. T.o.
J M \
~S3J
-
SIMPSON SP2 @
EACH SllJD
SINGLE ilL II BRACING DETAIL
SCALE: N.T.6.
(;\
~
B \.
53 r
SCALE: N.T.6.
(4\
\fV-
~
~V
7 ~ ~::::---
;~~/lll
/",..
ABLE TRUSS
4
63
ABLE TRUSS
'=-"
SECTION
~
'~
'~
12
~7~/
",../
~ ..
'L" BRACE 'HI 10d @ 4" ole
(SEE SCHEDULE FOR SlZE
AND LOCAllON)
- -
I
: 12" MAX.
I
I
--{ -
(;;\
~
'~
~
......
~ ~
'~
==j
i
I
NO (1) 2"x4" (2) 2"x4" (2) 2"x6' =4
''L'' BRACE "L" BRACE "L" BRACE "L" BRACE
0'0" - 4'-5" 4'-5- - 8'-0" 8'-0' - P'-O' 12'-0' - 16'. O.
-
24" O'-On - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0' - 14'-0'
-
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
IL I 6RACING REQUI~MENT5
+
I
(TOENAIL W/ (2) 16d NAILS
10dx3" O/C @ 6" O/C TYPICAL
rt)4" OUn..OOKER@24"O.C.
/ W (2) 10d PER JOfNT
I ' t4
V". RUNNERS
I
f&\
'{V
"L" BRACE wi 10d @ 4" O.C.
/ (SEE SCHEDULE FOR SIZE
ND LOCAllON)
~
~
~ I~
SllJD
SPACING
16"
~
n
u
II
II
~
1 ---.q
[I
[I
[
--J
~~
~
[I "......
NOTE:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT,
SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH
10dx3" NAILS @ 4" Q/C. ·
I
(;;\
~
~ ~
I . ....... ." oS ..... l . . . . . . . . . . .. ... 0 . . , . .. .. ............ ..... 0 . ... 0 'l' .. .. . .. .... ."......... ........... ............ ......... ":t:. .. .. .
. . , . . . .. . .. .,.. . r . . . . . . . . . . .. It...... f . . .. .........,.. ............. .............. t.......... ......
(.:.:.:.:.:.:.:.:-:.: .:.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.. :.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:-:':: '::::::,':::: :::::::::::: :::::::::::: :::::::::::. 'I'::::::::::' .::,':::::::: ::::::
II
II
1\
\
II
II
II
II
II
~
f
AL TERJ'lATE NON-DROP GABLE END DETAIL
SCALE: N.T.6.
I '-cONT. uSEARING
II
~~T~~OOLTW ~~
H
H
~ n
'-STUDS @ 16" O,C.
SIMPSON HGA 10
H
t
II
GABLE END BRACING DETAIL
MEAN WALL HElGHT UP TO 30'-0" - SEE STRUCTURAL NOlES FOR W1ND SPEED SPECIFlCAllON
$I MPSON SP 2
@ EACH S1UD
SCALE: N.T.6.
GABLE END BRACING DET AfL
MEAN WALL HElGHT UP TO 30'-0' - SEE STRVC1URAL N01ES FQ,~ WIND SPEED SPEClFlCAllON
SCALE: N.T.6.
o SAMUEL A. GREENBERG, P E.
o Tl-lUY H. HUYNH pr:.:. ~0122
o IRWIN J. 6EN&ON, P E. #49158
D AU ABBAS HAKIM, P.E. ~0180
'---
#34245 I
i
I
!
~
;)
0-
:>:c
>
~ ....
.1.0
I:l~
;) cg
. cD
~'O
.. a
- -
IJ :::I
-<
COSMETIC DROP CEILING FRAM1NG
SEE STRUCTURAL NOTES AND NAILING'"\. (BACKNAIL WI (2) 16d NAILS
SCHEDULE FOR SHEA1l1lNG DETAIL \\
r2"x4" OUn..OOKER @ 24" O.C.
L N N' " , · f [\J
I " II ~5.:t ~ "'-SIMPSON H2.5 OR EQUAL
TOP CORD BLOCKING FOR flRST FOUR RO' rt @ EA. OUTLOOKER
Of TRUSSES f EDGES Of SHEATI-fINl TYPICAL i I ,/'""~X4 CONT"L" BRACE FASTENED WI
; V (2) 10d ,3o@ 24" O/C. CMID HEIGHT
I ,......--2X4 KICKER@ 8'-0" O/C.
2"x4" CROSS BRACE ~ ~ -t
AT RIDGE FASTENED I r"L" BRACE TO EXTEND AT LEAST
AT. EACH JOINT WI 1/ 90% OF WEB LENGlli (SEE TABLE)
II (2) 10<ix3" II I /ffrotS~~D~~R'M~ ~LO~~ING
j. N t-J . ' ,\if ".(: [I ~ABLE TRUSS
I ,./ J /
GYPSUM WALL BOARD..../" I .......-1/2.. CDX PL YWOOO OR 7/16" ass
2"x4" LEDGE (MATCH BOTTO ,.- SHEATI-fING ATTACHED WI 10d NAILS @ 6" D.C,
CHORD SLO OF ADJACENT I EDGES AND 12n O.C. FlELD
SC1SS0R SS)
2"x4" PANEL BLOCKING @ 48" O.C.
FOR THE FIRST (4) ROWS OF TRUSSES
FROM EA. END TYP. BOTTOM CORD
ATTACHED W/ (2) 16-d TOENAILS
-~ GABLE TRUSS
I _ ~TRUSS VER~CAL
..s-- -~ --
l---~~ - - (2) 2"xS" "L" BRACE FASTENED
~.z::::; WITH (3) 16d PER SIDE
" DIAPHRAGM BLOCKING
-"4-@ 48" Olc
ffi REVISED 08-15-03
ill CREATED 01-02-02
TO Tl-4E eEeT OF TI-iE ENG;INEER'e KNou..LEDUE AND BEL.iEF, THE
eTRUCTURAL PLANS AND SPECiFICArlON6 COMPL'( WITH Tl-E
FLORIDA 6UILDING CODE, &ECT!ON !6>~ FOR \20 MA-I 3 0ECONO
GUST, EXPO$URE '8' WIND ZONE (Z~iZ'1 EDITION).
Tl-t!e DRAU)!NG AND DE$[GN t$ VALID FOR 12 MONT~-t6 AFTER '~~j
DAre IT Ie e!~\lED AN.D eEALED.
elGNED AND &CALED FOR TI-IE $TRUCTU~ PORTfON OF Tl-l!&
DRAWING; OI\IL Y.
.. ...
- 0
-
J
,:) ,
:>
~
~
12 \,;~ ~BLE TOP PlATE
~~
I
SCiSSOR TRUSS
- ..,.
..
7~
~
~
~ ""-
+ ---- :::::: ~ I---
/ r-----..
~MPSON lSTA12 n?
~~
~~
---- ===:: ---- ~>
---- --
--
~~
i.-
~~
2X4 BRACING @ 48" O.C.
CONll,~UOUS TO F1XED LOCAllON
ATTACHED w/ 2-10d @ EA. TRUSS
(NOTE; BRACING MAY BE PLACED ON ElmER
TOP OR BOlTOM OF TI-fE sonOM CORD)
r
D E DANSCO
ENGlINEERING, FA"
P.o. BOX 3400 - APOL1.0 6EAC+4 - R..ORJDA ~ 3~1'2 ~
e6 := ~TI1E~~~N~: Df~~~E HE ,~INT ~~ ; D~~~G~;:, ~~:'E ~
~CUENT ON mls PRD.f:CT. NoIY REPRODUCTiON OR U)jAU:11ORIZED USE ,S PROHI31n.:o, - 2003 i
I
~
DRAllN BV. ~
N:/BLOCKS/STD 2001
'"
;a~
~
~ ~
. ""
, g)
':) ~
- >
.J Q)
- '..0
~N
2)(4 LEDGER
-
\~ruDS @ 16" O.C.
SCISSOR TRUSS WI DROP CEILING BRACING DETAIL
MEAN WALL HElCHT UP TO 30'-0" - SEE S1RUC1URAL NOTES FOR WIND SPEED SPEClflCA1iON 6CALE~ NT6
~~
Ih~
I.J "'-'
2"x6" P.T. SILLJ / T T
1/2"~ ANCHOR BOLT @ 48" O.C.~ lLll
tr:- cr
~OISTURE BARRIER
SiMPSON HETA20 OR EQUAL
@ 6'-0" O.C. TYPICAL
ALTERNATE SIMPSON LSTA18
STRAIGHT STRAP @ 4'-0" OIC
ALIGNED WlTI1 GABLE WEB.
ATTACH TO TRUSS W/7-lOdxl 1/2"
AND TO MASONRY WI (3)
3/16"x 2 1/4" TAPCONS.
AS PER HIS 91
SCALE, N.T.$. GD-
120 MPH
3 SEC. GUST
, ....J
.,/~
.J .
~C1-
::::r
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1'-
( ~
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~~~
~ II~., 1:::1
I \,
I
6CI560R GABLE IITI BRACE
~
6EAJ..~
\ 6CALE NOTED
DATE 1/2/02
TRUSe 6RACING DET AILe AND Nore6
LENNAR ~ME5
~
1><>>
....<:P
<0
:l
- .....
':) <l>
... ...,
':) C
c:: 0
~~
.J cD
00
.. 0-
1:::);:
TAMPA Dlvfet~
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0. - SEE STRUCTURAL NOTES FOR 'NiNO SPEED SPECIFICAnON SCALE: N.T.6.
5ECTfON
SCALE: N.T.6.
12\
, S3 l'
---=-
"-
\...
DE Joe NO. PM - 5021
53_ _/
FIGURE 1; FLASl-~IN~ iNsTALLATION
wALl_ SHtAtHING~
-,RICKET AS
SPECIFIED
BY PLAN
ASPHALT SEALANT,
EXTEND Mln OF" b~
OUTSIDE OF FLASHING
GAL V, MTL,
ILl FLASHING
ROOF SHINGLES
FIGURE 2: WALL FIN!SH
TEXTURED; PAINTED
EXTERIOR V ALL FINISH
HOLD EXTERIOR
FINISH 2U ABOVE
ROOF
FLASHING
CAULKING
)
. 0-
. ::c
~
:>.
) .0
.
. ..>0:
) "'"
, (l)
. '0
) 0
::::J
) -<
~x~"EMeEDOED INTO
EX15TtNG FOOTING
6 TO 12'
PER PLAN
SPEC'S,
6' HIGH
DIVERTER
FLASHING
NOTE: tF RETROFIT FILLED CELL. OR UPLIFT eTRAP CONDITIONe
EXCEED (3) FER ~JECT, CONTACT ~INEER OF REcor<D
FOR ADDIT10NAl.. INeTr<1lCT!ON.
GAL V. 'L' FLASHING
TYPICAL,
EXI5TIN:S u-eLOCK WI 1 os CONT.
- (4) 5DS 1~'xlV2'
DUFING FELT
'-
. <;:)
)-
)
PRILL 3~ ')(&' MIN. OOLI:
ocT eAR IN EFOX'(
CAP TO Pfi<EVENT LEAKAUE
"&><0' EMeEDDeJ:> INTO
EXleTIN::::. u-eLOCK LINTEL
FILL CELl.. R.lJ..L I-IEfGHT WI
NON-el-IRlNK GROUT
I
,h 4" t &AUJCUT
SECTION CD
5CAU:;, NT& 1
)
~ ~
...,.
>>-
;~
, co
) CD
) ()
. -
- >
J CD
- "Q
~ =
- -
, ......I
J<!:1
J .
)0..
: ::c
FLAS~ING INSTALLATION
VlHERE ROOF MEETS VERTICAL VIALL
ROOF CRICKET:
MIN: 3:12 SLOPE
(REQUIRED AT
ALL LEVEL V ALLEY
LOCA nONS)
TEXTUREDi PAINTED
EXTER. IJ RLL FINISH
6' X 18' H GAL V,
FLASHING CONT,
PLASTER STOP-
Roor
SHINGLES
I..:J
Z
I
(/)
<l:
....J
w-
I-
IY
W
>
ASPHALT BASED
SEALANT APPLIED
BEHIND FLASHING
AND EXTENDING A
MINIMUM OF 6' ABOVE
VERTICAL RISE OF FLASHING
AT KNEE\oIALL
NOTE: THIS DETAIL IS REQUIRED
A T ALL VERTICAL VALL INTERSECTIONS
\.11TH ROOF V ALLEYS & ROOF CRICKETS,
SEALANT
6' X 18' H GAL V,
FLASHING CONT,
ELA5HlNG
~
ELA6HING l2ETAIL AT CE;ICKET/KNEEWALL INTEBQECTION
FILEREF: (SD4)KNGSTN,FLSHDET ISD (NO SCALE)
o
o
--NAIL SHINGLES \-1/ 11 DR 12 GAUGE ROOFING
NAILS. 3/8' MIN HEADS. 6 PER SHINGLE.
o
\')eC-\Z
ROO~
o
, ,,\es
s'0\(\",-, ..)
~ \\,\e \).v-e ~f\ {.\3
tt-v..f\\,\e 'f \ \fC: \S
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e\).'>Je.,~ o.f~'Oou-':. '~
'{\'{\) ~ \ of', e c:. (\0 0.'('\
sev.'... \'1: ,0.
vq '{\~I> vse '
~c)lde \S
SHINGLE DETAIL
N.T..?
PRODUCT CONTROL NOTICE OF ACCEPTANCE
MIAMI - DADE COUNTY, FLORIDA
DRILL 3~ 'Xp' MlN. l-lOLE
oEr eAR IN EPOX'(
UFl..l!=r CAPACITY . &$ FOR 1 5~
= l~W FOR 2 5TRAP5
MAUFACTURER - G S ROOFING PRODUCTS COMPANY, INC.
o 6AMUEL .4.. GREENBERG, FE. *34245
D THUY ~. ~UYNH F.E.. ~~e;122
D IF<WIN J.. 6ENGON, P.E.. .4~158
o All ABBA5 HAKIM, P.E. ~b18b
) ~
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, as
.""'"
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. 0-
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- ..-
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: CD
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J CI)
. X
PRODIJC T ACCEPTANCE it EXPIRATION DATE:
FIREHAL T 2000 01 -0503.03 06 I 14 I 200b
FIREHALT 2000 AR 01-0503.03 06/14/200b
LANDMARK 30 01-0503.03 06 I 14 I 2006
LANDMARK 30 AR 01-0503.03 06 1 14 1 2006
LANDMARK 40 01-0503.03 06 I 14 1 2006
LANDMARK 40 AR 01-0503.03 06 1 14 I 2006
FIGURE 3: C08.t:iER r2.ET Alb
I-F'L Y PRE-ENGINEERED TRUOO
RETROt=IT FILLED CELL DETAIL
~a -
m?
.~~;~? .
':{~:.~i~tl\f~:~t:}:~i." ::~':~S:-
:...... .,. ,.~.. ,'.' -,,--. ,~- (~) I,.: 'xli,.: 1 TlTEN5
"'~.~~~~~'~5~~r~~.~>~~~~:~.. (-,~.". ~ ~
60ND eEAM
EXI&TING FOOTINU
-
it
~ CD
"cD
q:)
:1
- ..-
) CI)
~-,
) IC;
:: Q
~-;
.. (1)
:10
-
. c.
!::t:
FLASHING INSTALLATION
N.T.S.
TO THE BE5r OF THE ENGlNEER'5 KNOWLEDGE AND BELIEF, THE
5TRUCTUR,AL FLAN5 AND 5PEClFICATrON5 COMPL Y lUIT~ THE
FLORIDA BUILDING CODE, SECTION f6~~ FOR !2e MF14 3 5ECOND
~UOT, EXPOOURE '6' WIND ZONE (212'12'1 EDITION).
THI5 DRAWING. AND DE51~ 15 VALlO FOR J2 MONTHe ArtER THE
DATE IT 1& e.r&4ED AND 5EALED..
el6NED AND &EAl...ED FOR TI-IE 6TRUCTURAL PORTION or fHf&
DRAWING. ONL Y.
FROPER INSTALLATION
-~
!
~~
, ...
...~
~~
.....
~...
~~
;;
;;
.;
r ....;
~....
tf5 REBAR (TYP,)
STD. 90' HOOK (TYP,)
L- NOTCH WEB AT THE FlRST 2 COURSES
FllliD CELL PER FOUNDATlON PLAN
.,.~
; i
DO NOT DO TI-1[6 ,~ i
? .
V 15 REBAR (TYP), ~ I
I .A' I
I ..-4"'" i
I .. .,.
; fm. 90' HOOK (TYP.)
4"
UNACCEPTABLE IN6TALLTION
FILLED CELL IN5TALLATfON
SCALE: N.T.S.
3
D E DAN5CO
ENGINEEF(ING, FA.
p.o. 60X ~ ... APOLLO 6EAai .. FLORIDA ... 3~5!2
Pt-k:lNE - (81') ~4& ~166 FAX .. (813) 640 ~4>~
EB 4&,,, @YHESE DRAWlNGS AND DESIGNS ARE TrlE JOINT PROPERTY Of DANSCO ENGiNEER:NG, PA /1.'10 ,,~
WENT ON l'-IIS PRDJECT ANY RlJ>ROOUC'lON W UNAUiHCRllED USES PRO'rlIBITID. - 2003
~
LENNA~ ~OMEe
5CAl.E NOTED
DATE 2121/02
T~A DI'I16ICN
f<AALN B.\!.
N: /BlOCKS/STC 2C01
FRAMIN~ CONNECT I ONe fi) exr. WALLe
DE Joe NO. FM - B~21
&3.1
elMP6ON. HM'a 5TRAP
NOTE: E TEND SHEA.niING TO BOTIOM
( BEAM OR GIRDER
~ MPSON LSTA24 STRAP wi 7-10d x 1 1/2" NAILS TO sruo
, 7- t Od , 1 1/2" TO BAND JOIST "EA. S1U,,-?
p.f1 ,/~
2nd FlO<R WAll ~ ~ ~r r-ri ~af: f'UTf
BaM/(~ \~;~l, ~06"Q~
-~~::Ji'~:::<'''''':r'' /-.
~, U"'" "'~..
~_ ~, COR TRUSS/J"'ST
~jp-
2t D FLOOR FRAME CONNECTION
-
.-
~ A '\
, ~4 I
eCALE: N.T.e.
REFER TO DETAiL jiS4 FOR ADDITIONAL ~NFO
2x sruDS @ 16" O.C. 1
'\ v
i'
2"x BOT. PLATE~'~
wi (2) 10d @ 6. O.C. /"SiMPSON LSTA24 STRAP wi 7-1Qd x 1 1/2" NNlS TO
~:? /" Sl1JD & 7-10<1 x 1 1/2" TO BAND JOIST @ EA. SllJD
lA ~ ~ 2X6 RIBBONS, EACH W/4-16d
L_ ~ / NAllS INTO EA. FLOOR TRUSS
I ;...
I '.' r---c..... -SIMPSON HETA20@24"O.C.W/l0-10d
~r'->' X 1 1/2" NAILS INTO BLOCKING JOIST & MIN. 4"
EMBEDMENT iN CONC.
~. '.'~ 1
I I
I I
11
I fA I
PRE-El GlNEERED FlJ
TRUSS[
eCALE: )4'=l'.~'
--
J 6'\
, 64 I
AL 1ERNATE FLOOR CONNECTION
-.
@ MASOf RY 1 ST FLR.
-
2x STUDS @ 16" O.C.
.1..
"'y:
~ I ...-r-SIMPSON LSTA24 STRAP WI 7-1Od x 1 1/2" NAILS TO
I K V STUO & 7-1Od x 1 1/2" TO BAND JOlST @ EA. STUD
2"x BOT. PLATER~ I K
w/ (2) lad@6" O.C. ~ v V~2)-2X6 BLOCKING BETWEEN TRUSSES
~ WI (4) 16d INTO RIBBON
O ~rx:
~ ; r~ (2)-2X6 RIBBONS, EACH WI 4-16d
~ V NAILS INTO EA. FLOOR TRUSS
~I~
L:J I 'i--
. \, ~ SIMPSON HETA20 @ 24" O.C. W/ 10-10d
~ ~ X 1 1/2~ NAILS INTO BLOCKING JOIST &: MIN. 4"
PRE ENGiNEERED FL ~. . ~l EMBEDMENT IN CONC.
TRU ~S I I
I I I
I! T
1 i~~
NOTE:
If FLOOR JOISTS INTERfERE \-'/Ini THE PATH
Of LSTA24 STRAP, BUILD OUT niE STUD WI
2x4x24" ATTACHED WI (6) 16d NAILS UNl1L
STRAP CAN CONllNUE UNIMPEDED TO BLOCKING
BELOW.
..-.<-.
AL TERNA TE FLOOR CONNECTION
-
j C \
, 64 ,.
@ MA~ ONRY 1 ST FLR.
SCALE: 34'=I'.~.
NOTE:
FILL ALL CI liS BELOW GRADE WHEN
IS CREAID THAN 24" BUT LESS THAN
40" ABOVE GRADE
NOTE:
SEE TYPI AL WALL SECTION
J/S4 Fa. ADDIT10NAL
INFORMA ON
"--
,..., ~ /8"CONC. BU<.
=</TYPE "S~ MORTAR
V (1) #5 VERT. IN FI~ CELLS
..-/ (SEE FOUNDATION PLAN (Ie NOTES)
/ ~~. ~4~x4" INSPECTION PORT AT
~./ EACH FlLL CELL TYPICAL
~ ~~
':.t
----::t .
"-N
I
N
z
~
.
o
..-
~
..-
&cALf:: ~-:4' = l'-r:?)'
~
',64J
--
~ ~ ~(2) ROWS OF 2x BLOCKING
1/2"'" x 8" "J' BOLT @ 24" OIC ' ~ @ THIRD POINTS
Wi 2"",X 3/16" PLATE WASHER TYPICAL V 2X sruos @ 16~ olc
Nore ~
HIL TI 1/2~lJ KWlK BOLT II ~"
W/ 8" MIN. EMBEDMENT MAY f":: 7 8 S11JCCO FINiSH PER ASTM C. 926 "
BOL TS. ~ O~ METAL LATI-l. FlRST 2 LAYERS 3/8 llilCK
v EACH. 3RD LAYER 1/8- nilCK. .
t> V:SIMPSON SP1@EA.STUD
6x6 W1.4xW1.4 WWF, \ f-,..
OR FIBERMESH
t "" 2X P.T. PLATE
~
I.t=
· Z ...., . .
~::E . ...... 4'.
- v~"x,'~ I GRADE
l") //v/~ I .I' .1, ~'r~'"
/;</('\(/('\( I j ~)/ 0:/
6 MIL VAPOR BARRIER 7'" / ~/~,:y I I <<"<<,, /
/ / // / / I.... I ~<''- "'0,"-
ClEAN POISONED AND COMPo ' / /~-</.. ..." ~ I
SOiL (95% MOOlflED PROCTOR : '. . ~ .' . . . ~ ~
PER ASTM D1557) . . . x . . C>~ : .
.t. /.. . .~'.
/' J (3) fI5 CONT.
NOTE: STD. 90. HOCKL 20"
SEE TYPICAL WALL SECll0N "
K/S4 FOR ADDITIONAL
INFORMATION
SIMPSON LSTA24 STRAP wi 7-1Od x 1 1/2" ~AILS TO S1UD
& 7-1Od x 1 1/2- TO BAND JOIST t} EA. 5l1J7
2nd FLOOR WAll_______ Ii / ff
BAND JOIST . V ~
~ :v::-- .
l\':~:
",' :1 -....:::.:::: ':K..<i!l
~: :)~
~:::;c.~ ;'
/...~:.~
SIMPSON A35 0 24- o.C.~ :i\ :;~
," FLOOR WAlL /" It' \. \
~
SIMPSON LSTA24 STRAP W! 7-1Od x 1 1/2- NAILS TO
sTuD &I 'l~lOd x 1 1/2" TO BAND JOIST @ EA. SllJO
~x aOT. PLATE
wi (2) 10d 06" C.C.
NOTE: EXTEND SHEATHING TO BOTIOM
OF BAND JOIST
2ND FLOOR FRAME CONNECTION
fE\
\i:.Y
~
@ \AtUOD 1 ST F1R. eCALE: N.T.e.
REFER TO DETAIL J/S4 FOR ADDIllONAL INFO
l
y
2-x BOT PLATE V l--SJMPSON LSTA24 STRAP wI 7-1Od x 1 1/2- NAllS TO
W/ (2) lOd @ E~ SlUD & 7-1Od x 1 1/2- TO BAND JOIST 0 EA. S.P.F. (16" O.C.)
~ I /2"x BLOCKING 8~ JOISTS
V W/ (4) 16d INTO BAND JST.
-METAL SEAT PLATE
COMPOSlTE "I" JOIST
<- OR CONY. FRAMING
TA
,~~ ~~~ ________ SIMPSON HETA20 @ 24'" O.C. WI 10-1Od
)t: ~ X 1 1/2'" NAILS tN BAND JOIST &: MIN. 4"
EMBEDMENT IN CONC.
STD. 90' HOOK.!:
(SEE DETAIL)
v
8"x8"X16" CONC. KNOCKOUT BU<.
W/1#5 ROD CONT. F1LLED saUD W/GROUT
NOTE:
IF FLOOR JOISTS INTERfERE Wlm l1iE PAm
Of LSTA24 STRAP, BUILD OUT l1iE STUD W/
2x4x24- ATTACHED Wi (6) 16<1 NAILS UNllL
STRAP CAN CONllNUE UN1MPEDED TO BLOCKING
BELOW.
ALTERNATE FLOOR CONNECTION
---
(F \
64 r
@ MASONRY 1 ST FLR.
eCALE: 34'=11-e>1
1/2" MIN. PLYWOOD SHEATHING NAILED
W/ 8d COMMON NAILS @ 4" o/c BOUNDARIES,
6" O/C EDGES, AND 12" olC FIELD.
..--.
. :Z
(t) -
::i:
"-'
Z
::!:
.
N
AL TERNA TE FOOTING
~ G \
, 54 r
\2V
@ WOOD 1 ST FLR.
6CALE: ~~I=l'-~'
NOTE:
SEE lYPlCAL WALL SECTION C/s1
FOR ADDITIONAL INFORMATION
(1) ROW Of' 2x BLOCKING@!.lIDHGT.-\ If ~
FOR WALL HGT. ~ 8'-6-. (2) ROWS OF 2x
BLOCI<1NG @ 3<d PIS FOIl WAlL Her. > 8'-6" (
~ 1/2"~ x 8" "J- BOLT @ 24" O.C.
SIMPSON SPl @ EA. Sl\JD "51 r w/ 2.', 3/16" PlA1E WASHER TYPICAL
2 x STUDS @ 16" O.C. " "" ~'-' 1/
2X P T PLATE "'" "" r 6x6 W1.4xW1.4 WWF
. . '-.... '\ ~ / OR FlBERMESH
..~ --~~-:-~-:~'-~-:-'_:":"~ ~
.~ 6 . . ~
/ <~. . ~ .c .>". i0~"'''
-,~ ~.~.~ ...~~~'l
~>~Nm~~'/"
. / /'\//'\//, 1\
' (3) iPS CONT. ON J" CHAIR
WI J" MlN. ctEARANCE
SEE SHEATHING SPECS ON FLOOR
.
(t)
.....
8"
8"
1'-8"
INTERIOR 2-5TORY FRAME SECTION J
SCALE: 3-:4'=1'.~"
H \
64 1
R19'NSUL WN. -~~ ,', ~
1)~\I\Z~Z~ 01'/ ~
1/2" HIGH STRENGTH OR ~/2" GI1' \\1l-/: "
5/8" GYP WB wi 1 3/8" :/ ~
DRYWALL NAllS OR DOUBlE 2"x S.P.F. TOP PLATE ~
DRYWAl.L SCREWS r o/e SIMPSON SP2 @ fA. STU ~
CE!UNG & 8" ole WAllS R11 INSUL !dIN - - ;Xv
(1) ROW OF 2x BLOCKING @ MID HGT. ~ _ A
~~~ ;~d~~~6;CR (~A~O~T?~ ~-6." ~ K
16" D.C. 2X S.P.F. SllJO~ ~
P' 7/8" STUCCO FINISH PER ASll.f C. 926
r;: APPLY 3 LAYERS wj TOTAL llilCKNESS 7/8" O~ METAL LAni.
Ie;: FlRST 2 LAYERS 3{8" THICK EACH. 3RO f.A YER 1/'d' llilCK.
3/4" PLYWOOD DECKING GLUED~ V SIMPSON LSTA24 STRAP WI 7-10<1 x 1 1/2" NNLS TO
AND NAIlED WI ad COM~ON @2"x BOT. PlATE~~ t> / STUD & 7-1Od x 1 1/2" TO BAND JOIST@EA.STUD
6- ole EDGES AND 12" O.C. FIELD wi (2) 10d @ 6" O.C. ('....
K
~ ~2x BAND JOIST
WOOD "I" JOIST, PRE-ENGiNEERED -- ( 0 '\./ NOTE:
FLOOR mUSSES OR CONVENllONALL Y \ -- J ---rl LAP SHEA THING TO BOTTOM OF
FRAMED flOOR SYSTEM 54 /L -METAL SEAT PLATE BAND JOiST TYPICAL
~
U ~:...~~
1/2- GYP W l;tp "
1/2" HIGH STRENGTI-l OR SIMPSON HETA20 @ 24 O.C. w/ 10-10d
,,_ '- X 1 1/2" NAILS IN BAND JOIST (Ie MIN. 4"
5/8 GYP VIS 'III 1 3/8 R4.2 MIN. ~ '-l~ EMBEDMENT IN CONC
DRYWALL NAILS OR INSUL ON E~'iT. 1= 1= .
DRYWALL SCREWS r olc BLOCK WALLS := c 8"x8"X1S" CONC. KNOCKOUT BU<.
CEIUNG & 8" ole WALlS STD. 90. HOOK ~ E W/1#5 ROD CONT. FILLED SCUD W/GROUT
II
NOTE:
LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
(2) 2x TOP PLATES CAPACITY
- SHINGLE ROOF- TRUSS SPAN 30' MAX
ADD (1) 2x4 STUD @ EA. lRUSS BRG.
FOR 30' < TRUSS SPAN < 40'
(2) 2x4 STUDS FOR 40' < TRUSS SPAN < 47'
- TILE ROOF- TRUSS SPAN 25' MAX
ADD (1) 2x4 STUD @ EA. lRUSS BRG.
FOR 25' < TRUSS SPAN < 32'
(2) 2x4 STUDS FOR 32' < TRUSS SPAN < 39'
12
PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX.
HURRICANE ANCHOR @ EACH TRUSS
ROOF COVERiNG
15 LB ROOFING FELT UNDER 90 LB FaT HOT
MOP (l1LE) 15 LB ROOFING FELT (SHINGLES)
1/2" COX PLYWOOD OR 7/16" O.S.B.
DRIP EDGE
ASC1A BOARD
1/2" MIN. PLYWOOD SHEATHING NAILED
WI 8d COMMON NAILS @ 4" O.C. BOUNDARIES,
6" O.C. EDGES, AND 12" O.C. FIELD.
(SEE DETAIL)
F E:: ~ ARCHITECTURAL
.- I- ~ FINISH
~ f-
1= ....
1= 1= I ______ (1) #5 VERT. IN FILL CELLS
I- 1= ~ (SEE FOUNDAllON PLAN & NOTES)
MIN. 2500 PSl CONC SLAB,\ ~-"t'
· .... vt:: 4"x4" INSPECllON PORT AT
~ 6x6 W1.4xW1.4 WWF EACH FIll CELL TYPiCAL
~ OR FlBERMESH "\ E
\ 1=
~
=-.e.. ~_,\, .t
e- ,~...~~'V<.~~ ..'~ >. ,Ji. FINISH ~RADE
~~~~~ .: ~": .,>%~<<'0Y. ~~
,,~~K{ . ~. :' ~ <<--.~'\ J z ....
y//"Y/,,~// '.. ... . ~. r---./ )'"Y/" _ I::
/</ /, / /jr' ~1;~ "\ / /V
'" "t~M. . ~. K(~
(3) # 5 REBAR/ .,V/0~W>/)C STD. 90' HOOK
ON r CHAIR (SEE DETAil)
w/3 MIN. CLEARANCE 4" 1'-8"
1x 1M) FURR1NG
@ 16" O.C.
BASEBOARD
TYP 2-STORY WALL SECTION
~
II" J --~\
\ ~ e4~~
~
eCALE: 3-:4 '=ll_r:?)'
16d NAlLS ~
16" ole TYP. "
EACH PLY
(1) SIMPSON LSTA12 @ 24" o/e STAGGERED (TYP.)
.-e:::::::;~-5EE FLOOR PLAN NOTES
~ \>.< FOR REQUIRED CONNECllON
~~~ \ 2-ROWS 16d NAILS STAGGERED @
V a""~L 16- Ole EACH FACE OR 3-ROWS
~ ~~ 16d NAlLS STAGGERED @ 16" Ole
".~N ~ FOR 2"x10" OR CREAlER HEADER
. (~ '\ 1\ MOUBLE HEADER W/1/2"
~ FUTCH PLATE
1\ flWNG AND BLOCKING AS
~ REQUIRED F ASlINED TO
HEADER WI (2) 16d @ 16- OIC
UNLESS NOTED OTHERWISE
/ 2x4 STUDS TYP.
2x CRIPPLE STUD '"'-
(SEE PLAN FOR # "-
OF CRIPPLE STUD
~~
~~~
Iw..yQ
P.T. BOT. PLATE
FLOOR TRUSS/BEAM
~:
SEE PLAN FOR REQUIRED CONNECTOR
LOAD BEARING/EXTERIOR FRAME aD-
WALL HEADER DETAIL M
6CALE: ~ T.e. 64
.A.
~
"-
Z"x4- PANEL BLOCKING 0 ~D o/c~ K
FOR THE FIRST 8'-0. OF END WAll DECKING /'
FROM EA. END. (TYP.) TOP & OOTTOM ):
CHORtl ATTACHED W/ (2) 16<1 tOE N,lJlS :\ ~
__ 2ND flOOR fRAMING - SEE
SECTION J/S4
I~
"
~
1.:. ~ SIMPSON lSTA24 STRAP WI 7-1Od x 1 1/2- NAILS TO
> ~ -............ ' STUD & 7-1Qd x 1 1/2- TO BAND JOlST 0 EA. S1UD
'1 -r 7 ________ 7 ---rLOOR JOISTS - SEE FRAMING PLAN
"5<' I I I~ -SIMPSON HETA20 @ 24~ O.C. W/ 10-10d
, ,j I l! ~ X 1 1/2" NAILS INTO BLOCKING JOIST &
" 4 MIN. 4" EMBEDMENT IN CONC.
2"x"'" CROSS BRACE @ ~" O/C FOR ~~ '. '.1
THE 1ST 2'-0. Of END WALL WI (2) I .,
1Odx3" @ EA. END INTO 2"x4- BLOCKING I I
1 A:
~~
~
2ND FLOOR FRAME CONNECTION If K '\
PARALLEL TO MASONRY WALL 5CALE: 34 ':II_r:?)' \... 54J
"='
(SEE PLAN FOR SIZE) \
1\
SIMPSON HTI16 CONNECTOR --. I/SEE DETAIL J/S4 FOR
(SEE PLAN FOR SIZE) \ ~ WALL STRAPPiNG
1\ ::::
~ ~ FLOOR SYSTEM
.-- v "- ..11
2X BLOCKING UNDER ~ ~ ~ \I ~
ALL BUILT-UP COLUMNS ~~ ~ -........... ::
~~~.:~
j III~'~
5/8-~ ANCHOR BOLT THRU FLOOR -U-r I: -.........:: ::~
SYS'i"EM INTO BELOW -- ~i..L [..l .1 ~
--...::.. ': ~ 1'\ ............ / MIN. 2"x BAND BEAM
~ ',:1, \~
~~~~
D,J: I~
(1) SIMPSON HETA20 @ 24" o.C.~ ~ ~ I ~
W/ 10-10d x 1 1/2" NAILS I ~~
INTO BAND BEAM AND 4" MIN.
EMBED IN TO CONCRETE ~ I ~
I~t,,::::~~ FlRST FLOOR BLOCK WALL
61MP60N t4TTI~ CONNECTOR
_!~ FLOOR 5Y5. llCAJ:E, >4'.1'-~' @
~~
-/~
TRUSS
q IXIX
STRAP/'
DET AiL'I/
I.--BAND
JOlST
~
;ro~\
~4)J
"='"
ecALE: 1'/2 "= 1'- r:?)"
...~
-+
'5<
11\ \ AI
"",=--
"5<
~
Pi'-
~ ~BUC
/PROVlDE A MiN. OF l3-l6d
BOX NAILS @ 1 1/2~ a.c.
~~ :: v~,(MAX~L:~~Y~~: SYSTEM
~::~
.....:v
:.~
PROVIDE CONllNUOUS- : :~
BLOCKING FROM S.U.C. ~I I : j
TO MASONRY BELOW "'"il . I I I!) SIMPSON MSTC40
. I I I
~'I JI~
.J,..... \.
b <~~ 'ii;:
PROVIDE A MIN. OF~ ~ ~ ~
7 1/4"x 1 3/4" TAPCONS €) ~7
," o.c. (MAX)" MASONRY WAlL, l>
51MP50N M5TC 40'
CONNECTION PET AIL
( AL T. TO ~TT1~ CONNECTION) l
eCALE: ~-:4' = 1'- r:?)"
MASONRY WALL
L 1
54 1
--
/"B.U.C. OR CRIPPLE SllJDS
/ 12d @ 10" O.C. EA. SIDE
~ . .....----(1) SIMPSON STHD14RJ
/' to CRIPPLE SllJDS WI
~ ./ 38-16d SINKERS
00 ./
00 ./
~ :: V PROVIDE SOUD BLOCKING
'53:-- ~~....... BETWEEN FlOOR SYSTEM.
o(~ FlOOR DECK
~ 0 ~ I/IFLOOR JOIST
I/~ 0 .....-;~[... 1111111
, ~~~
" , ~
............ '-':~ ~ ~
BLOCKING k'l
NOTCH FOR l ~ 0'...., ~
S1RA? r> ....
....
............ ,/
I ....,'...., ~ V :rKO. BlOCK
........ W 1 CONT.
TYPICAL BlOCl(- ...., '}, l/ I( ) 15
WALL 't:cfy
,~)?
---
ALTERNATE L/54 DETAIL J
UPUFT = 3575# (SPF) ~ T.5. ,
UPLIFT := 41601 (SYP)
L \
64 /
PRE-EN~NEERED WOOD TRUSS
@ 24-0/C MAX.
~~
HURRICANE ANCHOR PER
UPUFT SCHEDULE
,
DBL S.P.F. TOP PLATE~
~ SIMPSON SP-2
/1/2" M1N. PLYWOOD SHEATHING NAILED
/ W/Bd COMMON NAILS @
_ 4" Ole BOUNDARiES, 6" Ole
EDGES, & 12" ole FIELD. PRO\1DE 2x4
2x S.P.F. sruDS @ 16" O/~~ ~ _ BLOCKING @ ALL PLYWOOD SEAMS.
I \j r7/8" STUCCO F1NI$H PER ASTM C. 926
AWL Y 3 lAYERS W / TOTAL THICKNESS 7/8-
~ OVER METAL lAm. FlRST 2 lAYERS 3/8" THICK
EACH. 3RD LA Yrn 1/B" l1iICK.
SIMPSON SP-11~ 2 ROWS 1/21> DIA. ANCHOR
/ BOlTS STAGGERED @ 24" Ole
. /2.X8" P.T. PLATE
~/ r ~ 8"x8\161> K.O. BLOCK WI (1)
~~.;~ ~ /' 15 CaNT. & FlLl SaUD Vi1111 GROUT
f-~'..:. f-.-
....""
_::...
t--SP ACER BLOCKS
.
I
SPACER BLOCKS
:Z CONC SlA:\
~
. 6x6 W1.4xW1.4 'NVVf',\
l' OR FIBER MESH
.
~-.- '
..- 5.:; . .... :.-.- . ~ "\,,
~")'~ ~ ~'~:;;X:--<<~""~. I j oJ. GR,~Of-,
6 MIL V POR BARRIER <y~~~ I I ,;;>)V>: ~
//, ~ (/ !4' I ~"'0'
CLEAN I OISONED AND COMPo I" '- "y'
SOIL (9 % MODIFIED PROCTOR c,4.... ~.\.. .. '" .
PER AS >'l D1557) /' . ./ '. . ."
STD. 90. HOOK I / I (J) i5 CONT. ON J- CHAIR
(SEE DETA1L) 'T 20~ I, WI 3" MIN. ClEARANCE
" "
ALTERNATE FOOTING
f
t---
-{
J
I
CORNER
CORNER DETAIL54
6CALE: N. T.e. '
N ,
54}
-
AL T,
"TII
TYFICAL liT II AND
D $A,MUEL A. GREENBERG, to.E. ~424S
D n~uy 14. I4UYNH P.E. ~~122
D !RWIN J. BENSON, PE. -49158
o Al-' ABBAS 14AKIM, FE. tS~l8h
ill REVISED 08-15-03
ffi CREATED 01-02-02
120 MPH
3 SEC. GUST
-
1=
t=
i= r
~
2 -STORY
~MASONRY WALL ( DESIGN AS CANnLEVER)
~
WALL SECTION (( F ~
5CALE: ~-:4'=I'-r:?)' ~ 54 lJ
REf=ER TO J/e4 FOR ADDITIONAL. !N~ATrON ~
(
D E ~~~~~~,
p.o. eox ~ - AFOU.O eEACJ..J - F1..ORIDA - 3~i2
~ - (813) 64& 0166 FAX - (&13) 64& ~~
EB 4&'" fC\MSt ORAYdNGS AND DESIGNS ME M J:JiNT PROPERTY OF DANSCO 8~EERJNG. P.A. AND !HE
~CUENT OH THIS PROJECT. ~y REPROOUCTION OR UNAUTHORIZED LISE IS PROOBlTED. - 2003
"
TO THE 6E5T OF '11-lE ENGINEER'S KNOWLEDGE AND BELIEF, THE
5Tf<UCTURAL FLANS AND QFEClFlCATIONe COMA.. Y WIT~ THe
FLORIDA 6UILDING CODE, 5eCTtON r~fZl6 FOR 120 MP~ 3 5eCOND
OO8T, EXFOOORe 'a' WIND tONE (2001 EDITION).
11415 DRAWING AND DE&!GN 1& VALID FOR 12 MONTI4& AFTER Tl-tE
DATE IT 15 5k:rNED AND &EAU:D.
51GNED AND 5EAlED FOR me e-rr;:ucTUf<AL PORTION Cf= THIS
DRAWING ONLY.
6EAL. ~ ecALE NOTED
DATE IrJ/t)2
TYPICAL 2-8rORY 5eCTfON5 4 DETAIL€>
"-
LENNAR !-4OMES
TAMPA DIVlelCN
D~~ BY.
N:/BLOCKS/STD 2001
\...
&4
~
SCISSGK
SCISSOR TRUSS
f--
:z
C5
-:>
IX
~
o
Cl
o
~
-'
a..
Q..
-<
-l
, ;C=.~~or---_ SIMPSON A44 W/ 8-
I 10d @ EACH TRUSS
WOOD FRAME EXT. WALL
1/4" TO '1/2" GAP BETWEEN
TOP PLATE & TRUSS
fJ11'"
1 /2" NOMINAL PLYWOOD OR O.S.B.------------
NAILED W/ 8d NAILS @ 4" O.C.
BOUNDARiES, 6" O.C. ~DGES,
& 12" O.C. FIELD
t\~ASONRY WALL_ (DESIGNED AS CANTILEVERED)
NON-BEARING EXT. KNEE-WALL
SCALE: 3/4" " 1'-0'
;;WOOD TRUSSES
8d @ 6"0/C
2 x 4 BLOCK[NG W/(2) 10d TOE
NAILS @ EACH END @ 24" O/C (TYP)
I
BRACING W/(3) 10d x 3"
@ EACH CONN. @ 24" O/C
::>
c
~
0-
?x
0>
~ >-
~.Q
2 x 4 @ 24" O.C.
2 x 4 ~ON-STRUCTURAL
FRAME KNEEWALL
2 x 4 P .T.
MOISTURE BARRIER
....l .JIl.
.. CI:J
.. (I)
D -0
Ll 0
SiMPSON A..34
W/4-8d x 1 1/2" INTO
BLOCKING & (2)
3/16" DIA. x 1 3/4" TAPCONS
INTO BOND BEA.M.(1 7/8"
EDGE DIST MIN.)
MASONRY WALL
4.2RNSULATION
.. .....
., ~
-<
o .....
- 0
-
-
:;J .
:;)
0',)
~ .
~...
i:
;;D~
~
:;:) -
. <0
C> (I)
? 0
LATERAL CAPACITY
(157 PLF) "'=45~ -65~
AL T.
EXT. WALL CONN. ~
NON - LOAD BEARING LOCATION
.. >
..I (I)
- -0
~'"
I.. _
. ~
UC)
..I I
g~
REFER TO DETAIL A/51 FOR MORE iNFO.
N.T.o.
., '0
t! ~
1..':':
~ ~
- a..
- I
c-
1:-
e: CI)
".-
U :II
..I <li)_
-::c
8
D$
~<SI
cz:>
::1
- -
? CI)
- ..,
" c::
:e: UI
3-;
..I (I)
00
-
.. a..
~x
SIMPSO~~ SP2 @
EVERY OTHER STUD
2x8 STUDS AT 16" O.C.
SIMPSON SP1 @
EVERY OTHER STUD
K.O. BLOCK W/ (1)
#5 CONT. & FILLED
1/2" DIA. x 8" "J" BOLT @
48" O.C. W/ 2" DIA. x 3/16"
PLATE WASHER (TYPICAL)
MASONRY WALL (DESIGNED AS CANTILEVERED)
1" x 2" P.T. FURRING STRIP
REFER TO SECTION 1 A ON SHEET
S5 FOR X-BRACING, AND TOP
CHORD BLOCKING INFORMATION
/
/
/
/
1/4" TO 1 /2" GAP BETWEEN
TOP P~TE & TRUSS
SIMPSON A44 wi 8-
10d @ 48" O.C.
WOOD FRAME EXT. WALL
SIMPSON SP2 @
EVERY OTHER STUD
1/2" NOMINAL PLYWOOD OR
O.S.B. NAILED W/ 8d NAILS @
4" O.C. BOUNDARIES, 6" O.C.
EDGES, & 12" O.C. FIELD
2x8 STUDS AT 16" O.C.
SIMPSON SP 1 @
EVERY OTHER STUD
K.O. BLOCK W/ (1)
#5 CONT. & FILLED
1/2" DIA. x 8" ",j" BOLT @
48" O.C. W/ 2" DIA. x 3/16"
P~TE WASHER (TYPICAL)
1" x 2" P.T. FURRING STRIP
REFER TO SECTION 1 /~ ON SHEET
S3.1 FOR X-BRACING, AND TOP
CHORD BLOCKING INFORMATION
"-
'"
/
i--.. '" ,./
I'", '" ./
'"
2" x 4" F<AT RUN BRACiNG @
24" O.C. ON TOP OF BOTTO~~
CHORD FOR (4) TRUSS SPN\)S
ATIACHED W/ 2-16d @ EACC
TRUSS JOINT
SCISSOR TRUSS
"-
'"
,.J
,./
/
/
./
2" x 4" BLOCKING END NAILED
W/ 2-16d @ 24" a.c. (~1/\X.)
2" x 4" BLOCKING (TURNED
FLAT) NAILED TO TOP PLATE
w/ ~-1 Od NA,ILS
WOOD FRAME EXT. WALL
SIMPSON SP2 @
EVERY OTHER STUD
2x8 STUDS AT 16" O.C.
x
-<
~
1/2" NOMINAL PLYWOOD OR
O.S.B. NAILED W/ 8d NAILS @
4" O.C. BOUNDARIES, 6" O.C.
EDGES, & 12" O.C. FIELD
.
o
I
Ln
SIMPSON SP 1 @
EVERY OTHER STUD
K.O. BLOCK W/ (1)
#5 CONT. & FILLED
MASONRY WALL (DESIGNED AS CANTILEVERED)_____........
NON-BEARING EXT. KNEE-WALL
1/2" DIA. x 8" "J" BOLT @
48" O.C. W/ 2" DIA. x 3/16"
PLATE WASHER (TYPICAL)
1" x 2" P .T. FU RRING STRIP
SCALE: 3/4' .. )'-0'
oCALE: 3/4' :: 1'-12"
NON-BEARING EXT. KNEE-WALL
SEE NOTES FOR ROOF DIAPHRAM NAILING SPECiFICATIONS
SiMPSON H 10 OR EQUAL:
@ EA. OUTLOOKER
2 x 4 CROSS BRACE
AT RIDGE FASTENED
AT EACH JOINT W/
(2) 10d x 3"
SiMPSON A34 CONNECTOR ~
W/4-8d x 1 1\2" INTO BLOCKING
& (2) 3/16"xl 3/4" TAPCONS INTO
PRECAST (NOTE: MAINTAIN MIN.
1 7 /8" EDG~ DIST. ON PRECAST)
2x4 OUTLOOKER @ 24" O.C.
24' MAX
2 x 4 ''T'' ON TOP OF PANEL
BLOCKING, FASTEN WITH
1 Od x 3" @ 4" O/C
1/2" COX PLYWOOD OR 7/16" OSB
SHEATHli~G ATTACHED W/ 10d NAILS @ 6" o.e.
EDGES AND 12" O.C. FIELD
5/8" OR 1/2" CEILING DENSE
GYPSUM WALL BOARD FASTENED
WITH 8d COOLER NAILS OR 1 1/4"
LONG DRYWALL SCREWS COMPLYiNG
WITH ASTM C 1002 FOR FIRST 8'-0"
FROM END WALL @ 4" O/C TYPICp,L
2 x 4 PANEL BLOCKING @ 48" O.C.
ATTACHED W/ (2) 16d TOENAiLS
IN10 BOTTOM CHORD.
INTERIOR HIP VAULT;
6: 12 SLOPE CENTER
AND 3: 12 SLOPE SliDES.
IL I f3RACING REQUIREMENT€>
sruo NO (1) 2"x4" (2) 2"x4" (2) 2"x6"
SP ACING ''L'' BRACE "L" BRACE "L" BRACE "L" BRACE
16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16' 0"
24" a' 0" - 4'-0" 4'-0" - ]'-0" ]'-0" - 10'-0" 10'-0" - 14'-0"
CISSOR GABLE - (1) 2"xS" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT,
SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH
1 Odx3" NAILS @ 4" a/c.
1 \2" HIGH STRENGTH OR 5/8" GYP.
WB W/ 1 3/8" DRYWALL Nl\ILS OR
DRYWALL SCREWS 7" O/C CEILING
& 8" o/c WALLS
GABLE TRUSS
"L" BRACE TO EXTEND AT LEAST
90% OF WEB LENGTH (SEE TABLE BELOW)
1 Od x 3" @ 3" o/e THROUGH
CHORD INTO 2" x 6" P.T. PLATE
PLACE SHEATHING
FLUSH W/ MASONRY.
MOISTURE BARRIER.
USP LTPA @ 48" o/e (TYP.)
1/2" DIA. BOLT @ 24" O.C.
MiNiMUM 6" FROM PLATE SPliCES
W/ 3/16" x 2" DIA. PLATE WASHER
GABLE END DETAIL AT !-tIP VAULT
SCALE: N,T,S.
TO THl: BEeT OF THE ENGINEER'6 Kl\IOUJLEDGE AND BELIEF, TI-IE
6Tfi<tlCT1.JRAL PLAN6 AND OFECIFlcATtCNe COMFL Y WITH THE
FLORIDA 6UILDING CODE, 6ECTrON 1606 FOR 12'" MPI-l 3 6EC01'ID
GUOT, EXP06URE '6' WIND lONE (2001 EDITION).
TI..H5 DRAUJING AND DE5fGN 15 VALID FOR 12 MONTI-+5 AFtER TI-IE
DATE IT 1$ $!GNED AND 5EALED.
5r6N.EO AND &EALED FOR THE 5TRUCTUfOW- PORTION OF THI5
D~UHNG ONLY.
REFER TO SECTION 1 A ON SHEET
S3.1 FOR X-BRACING, AND TO;:J
CHORD BLOCKING INFORMATION
"-
'"
2x4 RAT RUN BRACING
AT 24" O.C. ON TOP OF
BOTT. CHORD FOR 4
TRUSS SPANS ATTACHED
W/ 2 - 16d AT EA.. TRUSS
JOINT
2x4 BLOCKING @ 24" o/e
W/ 2 - 16d TOENAILS @ EA. END
MASONRY WALL
ARCHITECTUR,4L FINISH
EXT. UJALL CONN. ~
NON - LOAD BEARING LOCATfON
REfER TO DE:T AIL A/51 FOR MORE iNFO.
6CALE: 3/4' = 1'-0"
D SAMUEL A. GREENBERG, P.E. i34245
D Tt-iU-r j..L HUYNH, FE. #60122
D IRWIN J. BENSON; P E. ~4~'1~e
D ALl ABBAS HAKiM, P.E. ~b18b
ffi CREA1ED 01-02-02
120 MPH
3 SEC. GUST
D E DAN5CO
ENGINeeRING, FA"
P.o. BOX ~ ". APOLL.O ~ ~ PLOFitlDA - ~35'TI
PHONE - (813) 64& l'D1E>6 FAX '" (8t:~) 640 ~~
~ .Ae.t.- f(\Tl<ESl: DRA\\'l'JGS MID DESiGNS ARE THE JOiNT PROPERTY Of DANSCO ENGlNEfFING, PA. A'iOejE
...., '"'tQru ~CLIENT ON "}1iS PR()~CT, AN1 REPRODUCTION OR JNAU111OR12ED tiS[ IS PROHiBiT"..J, - 2Co03
LENNAR t40ME6
SCALE NOTED
DATE 1/2/02
TAMPA DiVISION
RAU.N BV.
N:/BLOCKS/S~) 2001
FRAMING CONNECTlONe 4N EXT. WALLe
DE Joe NO. pt~ - 5021
~
.,~ "?
SEE STRUCnJRAL NOTES AND NAIUNG
SCHEDULE FOR SHEAl111NG DETA1L ~
~'- 00 "
""-. II /
TOP CORD BLOCl<ING FOR FIRST FOUR ROWS J
OF TRUSSES 0 EDGES OF ~EA 111lNG TYPICAL
2x4- CROSS BRACE ~"" III
@ 48" O.C @ EACH JOINT _.-,-._ _ "~ "l.
W /(2) 10dx3" -..- - "
SEE STRUCTURAL NOTES AND NAILING \
SCHEDULE FOR SHEATl-tING DETAIL
I
1:. lt~ 00 ,
I II''' II J
TOP CORD BLOCKiNG FOR FIRST FOUR ROWS
OF lRUSSES 0 EDOES~IIG 1'II"CAL
2x4 CROSS BRACE ~
@ 48~ D.C 0 EACH JOINT
W/(2) 10dx3"
/TOENAIL W/ (2) 16d NAILS
r2x.4 OU11.0OKER 0 24" O,C.
. .~ tlIJ
] ~
: ~SIMPSO H10 OR EQUAL
C EA. TLOOKER
124, MAX
i ...........-..L" BRACE TO EXTEND AT LEAST ?$
· ~ 90% Of WEB lENGltl (SEE TABLE ON SHEET ~
S3)ATTACHED 1.'1/ 10d NAILS @ 4" O.C. ;-
II . .____VERTICAL WEBS@GABLE END ~
~ , ,_ ARE C 16" O.C. (()
~ 1/2" CDX PLYWOOD OR 7/16" OSB
~ I, ~ SHEATHING ATTACHED W!1Od NAILS 0 6" a.c.
, EDGES AND 12" e.c. FIELD
i .....(2) 16d, ONE ON EACH SIDE Of "I' BlOCKING
. /" ...)2) 16d
I .!---,JI. ~ ~ DBL. 2M HEADER
~ i~'
SiMPSON Hl0 - ~: "j
OR EQUAL SiMPSON S?~------ - ./ I
OR EQUAL I
I
III ./ TO BOTTOM OF GABLE & (4) 8d INTO
2X4 W/ (4) 10d : ~ 2x6 SIll PLATE
~ATEACHEND r:~'-
8 "-.C.J. SILICON 1/4" GAP
2x6 P.T. Sill PLATE ./ III I KNOCK-OUT BLOCK W/ (1) #5 CONT.
W/ 1/2" DIA. BOlT @ 48" 2X4 SPF FRAME WALL ~
O.C. & 6" FROM PLATE STUDS @ 16" O.C. ~ ,.;~ ..,,-cONC. UNTEL wi (1) #5 CONT.
SPLICES wi 3/16" MAX. ~ "r
)( 2" WASHER SIMPSON SP2
OR EQUAL
DBL 2X8 W/ 1/2" PLYWD. FUTCH PL WI SIMPSON LSTA18
(OR EQUAL) w/ (7) 8d NAILS INTO STUDS AND (7) 8d
INTO DBL 2X8 ON EACH SIDE OF WINDOW 2X4 P.T. SPACER
)p
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE I FOR SHEA1l1lNG DETAIL ~
LJt~ 00 j
I It'."'. II /
TOP CORD BLOCKlNG fOR FIRST fOUR ROWS .J
OF TRUSSES 0 EDGES", ~EAiING ll'PlCAL
2x4 CROSS BRACE '" ~
@ 48" O.C @ EACH JOINT '"
W/(2) 1Odx3"
/ TOENAIL W/ (2) 16d NAllS
/ r 2x4 OUTLOOKER 0 24" O.C.
. "~ 00
T
2X4 SPF FRAME WALL STUOS ON EACH SlOE OF WINDOW
OPENING (DSL. 2X4 EA. SIDE fOR WlNDOYiS WIDER -mAN
36")
X
<t
:r:
-
Q
I
~
2x6 P. T. SILL PLA 1E -
W/ 1/2~ DIA. BOLT @ 48~
O.C. & 6" FROM PLATE /
SPL~CES W/ 3/16" 2X4 SPF FRAME WAU../ "
x 2 WASHER STUDS 0 16" O.C.
MAX.
SIMPSON SP2
OR EQUAL
DBL 2X8 WI 1/2" PLYWO. FUTCH PL W/ SIMPSON lSTA18
(OR EQUAL) W/ (7) ad NAILS INTO STUDS AND (7) 8d
iNTO DBL 2.X8 ON EACH SIDE OF WINDOW
2.X4 P. T. SPACER
2X4 SPF FRAME WAll SllJDS ON EACH SIDE OF WINDOW
OPENjNG (DBL 2X4 EA. SIDE FOR WlNDOWS WIDER -mAN
36")
I "- SIMPSOCNlI~10 OR EQUAL
I @ EA. OJ TLOOKER
I 241 MAX
I "L" BRACE TO EXTEND AT LEAST X
I _____ 90% OF WEB LENG1l1 (SEE TABLE ON SHEET ~
r S3) ATTACHED W/ 10d NAILS @ 4" a.c. :-
1 ..............VERT1CAL WEBS @ GABLE END ~
l ____ ARE @ 16" O.C. ~
2)(4 PANEL BLOCKING@48" O.C. ~ II ~ ~l:~?~X A~~~~/ fed 7tJ~" @O~ D.C.
FOR THE FIRST 8'-0" OF END WALL EDt'f:'" AND 12" O.C. F1ELD
FROM EA. END TYP. BOTTOM CORD Vt;..;>
ATTACHED I W/ (2) )6;d Tor~AILS \ !I ~2) l6d, ONE ON EACH SIDE OF of' BLOCKING
1M / I 1!;J1 " . .__DBL 2X4 HEADER
V'4 . · I 00 I" ~ I !---t~ ~ .....--
__ 1..-- I
SIMPSON H10 · "."
OR EQUAL SIMPSON SP2~ ~..,. "i
OR EQUAL.~ I
2X4 w/ (4) 10d I I
AT EACH END _ .
~ &.
l:1i..',",= C.J. SILICON 1/4" GAP
IT T KNOCK-OUT BLOCK W/ (1) 15 CONT.
~ V- CONC. UNTEL W/ (1) 1/5 CONT.
'==' ;:r-
51
. "f.1
2x4- PANEL BLOCKING @ 48" O.C.
FOR THE FIRST 8'-0" OF END WALL
FROM EA. END TYP. BOTTOM CORD
ATTACHED w/ (2) 16-d TO~AllS
/ / I
1/1." I ]00 'f
S;
'!::
SIMPSON DTC 016" O.C. W/(2) 8<j
~~
&1)1:
2x4 ..,... ON TOP OF PANEL
BLOCKING. FASTEN WITH
10dx3" 0 4" O/C
~
I
(()
2><4 lOT" ON TOP OF PANEL
BLOCKING. FASTEN Wl1l1
10dx3" @ 4" O/C
SIMPSON OTC @16"0.C. W/(2) ad
TO BOTTOM OF GABLE & (4) 8d INTO
2 x 6 SlLL PLATE
~~
&1)1:
~~
IE
U\
SEE TYPICAL GABLE END BALLOON
FRAME DETAIL FOR FRAMING DET-
AILS BEYOND WINDOW (SEC. A/S6)
'1
I
1 ~ '
-LJ1 ~-
-rT-
oJl
1 I
I
I : II I]
I I II I .. MASONRY WALL (DESIGNED
I II I AS CANTILEVERED)
I : II I ____RE-BAR BEYOND - SEE FILL CELL
. I . II.-+---- ON PLAN
I : III I 2X4 P.T. WI 1/2"'" "J"
: : : ~ :/ BOLTS () 24" O.C.
I I III !, SEE SECTION A/S1 FOR TYPICAL
I I II A' 7 FOUNDA TION AND BLOCK WAll
SEE SECTION A/S1 I rtf' DETAILS
FOR SLAB DETS."\ LJ h I
4===~ I~
~%.~ ~J ~~
/~~": r-"\ ~~"
~* ,/)//)Y/~~'V
,<<~<<<<<<~'x
//>-)7/)Y'/, /
MANUFACTURED WINDOW W/
FRAME. SEE DET. 8/S2 FOR
HEADER & SILL DETAILS
CONC. SILL
I
] A
AV
; iV
"I I
MANUFACTURED WINDOW W/
FRAME. SEE DEl. B/S2 FOR
HEADER & SILL DETAILS
CONC. SILL
~
t
.
~
I
N
MASONRY WALL (DES1GNED
AS CANTIlEVERED)
x
t
~
I
s::!
2X4 TOP PL V II I ~
/ 111 , MASONRY WAll (DESIGNED
2X4 P.T. SPACER -./ II I AS CANTILEVERED)
U.Ll~ RE-BAR BEYOND - SEE Fill CEll
2.X4 SPF fRAME WALL /' ~ ON PLAN
STUDS ~ 24" O.C. l..,/ III I
MAX. i T
2X4 P.T. SPACER ~ uh
~~~T~'~ ~{~ 1tr~ "J"~~ miI+H1I SEE SECTION A/51 FOR TYP1CAL
L FOUNDATION AND BLOCK WALL
SEE SECllON A/51 II DETAILS
FOR SLAB DETS. 1 " III I
~= ~ I ~
. ~Yw5-~'\~ ~ ~ I ~~ 0.::
~'V)~ ~ to:<~
'>~~'\ ~ ~~~.
%~ I ~~/
/~0(~~~V'
""'Y>;Y)):Y)0/"
oJ
"
I
T'YPfCAL ALTERNATE BALLOON FRAME 17) GABLE END I A \
NOT TO ~ALe '6b I
AL TERNATE 6ALLOON FRAME 17)
NICi--lE WALl- DE8lGN
GA6LE END OVER WINDOW (;;\
NOT TO 8CALE ~
AL TERNATE 6ALLOON FRAME 17) GABLE END OVER WINDOW Ie,
Fl.U$H WALL DE81GN NOT TO 5CALE \ 56 r
i f!-415 DESiGN (5 FOR A MASONRY ~OME WIT~ A GABLE ENDWALL ADJACENT TO A CAT1-IEDRAL CEILING.
THE DE51GN CALLe FOR A TRAN51TrON FROM MASONRY TO LUOOD CONeTRUCTION AT A BOND BEAM Tl-iAT
HAS BEEN DESIGNED TO MEET TI-lE STRUCTURAL REQUlREMENT5 OF TI-lE FLORIDA BUILDING CODE 2001,
rNCLUDING T1-IE SPECIAL WIND PROVIS!ONS GIVEN IN SECTION 2111.
THI6 DESfGN IS FOR A MASONRY HOME WITi-t A GABLE ENDWALL ADJACENT TO A CAT1-IEDRAL CEILING.
T1-IE DESfGN CALLS FOR A TRANSIT!ON FROM MASONRY TO WOOD CONSTRUCTION AT A BOND 8EAM THAT
HA5 BEEN DE51GNED TO MEET T1-IE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODe 2001,
INCLUDING THE SPECIAL WIND PROVl610N5 GIVEN IN SECTION 2111.
T~IS DESIGN IS FOR A MASONRY 1-IOME WIT1-I A GABLE ENDWALL ADJACENT TO A CAT~EDRAL CEILING.
THE DESIGN CALLS FOR A TRAN61T10N FROM MA$ONRY TO WOOD CONSTRUCTION AT A BOND BEAM Tl-iAT
~A5 BEEN DEStGNED TO MEET T1-IE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001,
INCLUDING T~E 6PECIAL WIND PROVI510N6 GIVEN IN 6ECTION 2111.
T!-4E GABLE END WALL6 ARE 6TRUCTURALL Y CONTINUOUS FROM T!-4E FLOOR TO T~E ROOF (OR CEILING)
l DIAF~RAGM.
Tl-1E GABLE END WALLS ARE 6TRUCTURALL Y CONTINUOUS FROM T1-IE FLOOR TO T1-IE ROOF (OR CEILING)
DIAPHRAGM.
T1-IE GABLE END WALLS ARE 5TRUCTURALL Y CONTINUOUS FROM THE FLOOR TO T1-IE ROOF (OR CEiliNG)
DIAPHRA6M.
D 5AMUEL A. GREENBERG, F.E. i3424S
o Tt4UY t4. 14UYNI-t FE. ~g122
o IRW[~ J. 'BENSON, PE. .49158
D All A66A5 I4AKIM, FE. i'S618b
D
,
& CREATED 05-22-02
TO THE eE&T Ol= THE ENUINEER'8 KNOUl.EDUE AND 6ELI8=, TJ..IE
&TRUCTUAA.. F1..ANS ~ $FEC1FfCATION& COMPLY UJiTH TJ.-IE
FLORIDA eolLoDING CODe, OECTION f~~6 FOR 12~ MRi 3 5ECONO
GOer, EXP05U~ 'e' WINO ZONE (2001 EDITleN).
THI6 DRAWING AND DEelGN i6 VAl..ID FOR 12 MONr~ ArrER TI-lE
DAte IT 16 elGNt:D AND &EA!..EO.
&raNED AND 5EAL.ED FOR THE 8lf(l..lCTURAl.. PORTiON OF THl&
DRAWINC:a ON!.. Y.
r
D E DAN5CO
ENGINEERING, P A
p.o. sox 3400 - APOU..O BEACH - Fl.0RI0A .. 33&12
PI-4CNE .. (&13) 64& "166 FAX .. (813) 64& ~W
ee 4&k'D roMS( ~'tIIIGS ~ OCSIGNS ARE THE JOINT PRDPERTY Of' IlANSCO ENGINEERING, PA AND ThE
~aJENT ~ THIS PROJECT. ANY REPRl1DUCTll1'l DR UNAUTHORlZEll USE IS PRIl1LBITED. - 2003
"'
12(2) MP~
3 6EC. GUST
-
eeAI.."\ ecAl..e NOTED
DATE &n2/m
LeNNAR t10MEe
TAMPA OIYfel~
PRAtLN S.Y.
NI/BLDCKS/STD 2001
~
6AJ...l.OON FRAMING DE'f AILe
DE Joe NO. PM - 5~21
u
j
\...
MODEL: 110RW4 (25 GA.~ 5TE.EL SKIN)
MODEL: 120RW4 (24 GA. STEEL SKIN)
r OPllONAL DSB GLASS OR
1/8" ACRYLIC LITES AVAJ~~E:
(so:o: SEC;T!S"~ 8-'8)
(1) INTERMEDiATE STILE -7 .0 C;" E LE AC D TO DOOR
ATIACHED W/ TOG-L-LOC (TOP .. BOT) I' '\ ~'",;A. MIN. ND STII S ATI HE
,0 OL SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA MIN. STEEL
AND URETHANE ADHESiVE (AL NG CEi'TE~; _ A TOP BOTIOM & CENTER). SKIN COATED WITH G-60
, GALVANIZING, BAKED-ON PRIMER,
AND A BAKED-ON POLYESTER
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
'0
I
'"
f-
I
o
[;J
I
0::
o
o
o
LOCK POSiTION
(BOTH SIDES)
TWO POINT lOCKING
ONE 3" tALL )( 20 GA.
50 KSI MIN. U-BAR
PER DOOR SEC10N.
&
~
::;;
END ___
ST!LE
1 SUDE BOLT
lOCK ENGAGES
!NTO VERTICAL
TRACK. ONE
LQ,::K QN
fAGH SIDE
OF DOOR.
L
L LOCATION OF .- ' - S- I
OPTIONAL VENr.;-'o-- A
OF'nOk~h j\.,'~'S:bE KEYED LOCK POSITION i
~-'----'-..- I1AX, DJGR "'1DTH 9'0' "1
INSIDE SUDE BOLT
LOCK CP'lON
#14)(5/8" SHEET METAL SCREWS
REV
DATE
DESCRIPTION
ADD 'CBPC' TO TITLE BLOCK
CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT
JAMB ATTACHMEt'-.'T INFO; 50 KSI STRUTS; +25/-32 PSF
HOR1Z0NTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
3" TALL U-8AR
20 GA. CALVo STEEL
50 KSl fAiN,
01 9/27/1999
02 12/01/1999
03 1/2000
r1 3" r
1-7/8" p
T
~
NUAIR SINGLE HUNG HINDOH SCHEDULE
TESTED PER ANSI/AMMAJNHV..lDA 101 /IS2
,r"
v
---.. , $ GA. GAlV. SITU. TOP
ROUER BRACKET. EACH
EiAACKtr AT7ACHfD W!(3)
#14*3/S' SIir.f:r :JtrAJ..
SCRE'WS.
rr=
13 GA CALVo STEEL FlAG BRACKET,
EA.CH FASTENED TO '.'1000 JAMB WiTH
(3) 5/16"x1-5/8" WOOD LAG SCREWS.
DESleN
F'RESSG'RE (PSF)
DES I eN
SVCT!ON (PSF)
-00.0
-bO .0
eARAeE
SER'';:C.E DOOR
MANUFAC TVRER SERIES #
CALL SIZE
IA2SH (1/2 32SH)
225H
32SH
I A3 (lI2 33SH)
'100
'100
<100
<:tOO
l-
....
t5
GJ
:J:
0::
o
o
Q
11
f-
G
~
:I:
C)
Z
Z
w
0-
o
TYP, 2-1 /2"x 12 GA. GALV. STEEL TRACK BRACKET,
(4) TRACK BRACKETS PER SIDE (FACTOR'!' .ATTACHED) ,
TRACK CONFIGURATION
DOOR
HEIGHT ''L"
6' -6' 70'
2" GALV. STEEL TRACK, 7 -0 76
MIN. TRACK THICKNESS: ,060" 7 -6 82
8 -0 88
14 GA GAlV, STEEl.
I (END HINGE. EACH
FASTENED TO END
~, snLES '11/(4) #14x5/B"
;0 S>I'n( \&.il<J. SCREWS
& ,4) 1/4'x~/4" SEJ.P'
./ TAPPING SCREWS,
2SSH
ClOO
"L"
I
33SH
IA4SH (1/2 34SH)
24SH
34SH
IASSH (1/2 35SH)
25SH
355H
iAQSH (1/2 30SH)
20SH
30SH
202OC->H
3020SH
402OC~
2030SH
3030SH
4030SH
'100
'100
ClOO
'100
ClOO
'100
'100
'100
r 3" -:-ALL x 20 CA GAlV.
I STEEL 1J-8AR. ONE U-B,AR
i PER SECTION. EACH U-aAR ATIACHED
i, / WITH T'IIO 1/4".3/4" SElF TAP?ING
::: _v;c;;:.:;. SCREWS PER STILE LOCATION.
iV iJ
I
,:5 GA. GALV. STEEL BOlTOM BRACKU.
A1TACHED Wi'TH TwO #14x5/8"
SHEET METAl SCRE'IIS,
'-..
-~'''::;;;'Li/4''X3/4" SELF
TAPPI'JG SCRENS.
14 GA END HINGES
VIEW "s"
liQIL1;
DOORS UP TO 7' -0" HiGH CO~SIST OF (4) stCTIONS (SfjOWN),.
DOORS OVER 7>-0" HIGH CONSiST OF (5) SECTIONS (I~Ol SHOWN). ~l~~~~~~~P.
SECTION A-A (SIDE VIEW)
FRONT FRAME Wffi1 U.V.
._LCOAfING ON OU1$IDE SURFACE
18 GA. INTERMEDiATE HiNGE
Vit:;N "C"
PREPARA:IQtLQL JAMBS BY OTHEBli,
NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
SH.t..LL BE THE RESPONSIBiUTY OF THE PROFIOSSIONAL OF
RECORD FOR THE BUILDiNG OR STRUCTURE AND iN ACCORDANCE
WiTH CURRENT BUILDING CODES FOR THE LOADS USTED ON
THIS DRAWING,
VERTICAL JAMB ATTACHMENT (WOOD FRAMF BUILDINGS):
1/2.x3" LAG SCREWS ON 24" CENTERS, 1-1/4. O.D. MIN.
WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK
(BUT !-JOT REQUIRED) TO PROVIDE A flUSH MOIJNTlNG
SURFACE. HORIZO'JTAL JAM8S DO NOT TRANSFER LOAD.
MODEL' 110RW4 (25 GA STFEL SKIN)
MODEL: 120RW4 (24 GA.. STEEL SKIN)
'100
aoo
ClOO
MOLDED INSIDE
LOCK 8AR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
ClOO
ClOO
ClOO
ClOO
'100
ClOO
'100
'100
aOO
'TOO
'100
'100
ClOO
'100
OPTIONAL 10 SCREW
WiNDOW UTE
SECTION B-B
#8x3/4. PAN HEAD SCREW
(10 SCREW'S PER LITE)
END
STILE
OUTSIDE KEYED
HANDLE
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK,
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
INTER.
STILE
20405H
3040SH
404QC->H
2050SH
305OC....H
4050SH
2000SH
30605H
4060SH
END
STILE
----- INSIDE f4ANDLE
OUTSIDE KEYED LOCK
~OCK BAR LOCKING
()UTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
DESIGN LOADS: +25,0 P.5.F. & -32.0 P.5.F.
TEST LOADS: +37.5 P,S.F, & -4-8.0 PSF.
:><A'fiN(; IQ.
101979
~V.
'03
DES. BY
MWW
~~~..;:..;i""-.:;t-~:~..:.:o:.-=-;i...-+E-i;:-.E::-:i::E:..::::.....".,'"'-:::::-;::t:~.:=:~~.st=:-~==~~....z~-:Z:+Z:~""':-~:':"f:-::z:.~.:
ASDENoTEs-Asn:1'E~QQ:~iJtlLt6fIC2B~6~-=REQU~ BYPBc-2
~:E="'::::::::::~4=~~.i::.;:::=~-=;:"3::':-:;:~.:;t-~_-=:::;;=
tA T[ SCAlE;
8/26/99 N'OTED :
SINGLE CAR MODEL 1 ~ ORW4 & 120RW4
+25.0/-32.0 PSf DESI.GN LOAD
MAX. DOOR SIZE 9'0'W X 8'0'H
CIo9<lY ilIo~ "r04ucta Com'''''t ~, ~ ~,
The QrrOt1~men1:9: ~ l;iTein Ql'lt the e~ ~
'" Ill<> Cl"l"'1 a,~ld"mQ Pro1vc)8 ~"""1, and moy'-"~
~ reprod~ in ~ foIm ~~ its Writt." ~IS*O".
CEPC
(513) 381-4<100
312 WALNUT STREH6 SUITE 1600
CINCINNATI, OH 452 2
Dl>~ of Cf<p<ly ~ Prc<tu<.-;
NUAIR HORIZONTAL ROLLER HINDON SCHEDULE
TESTED PER ANSI/AMMA/NWHDA 101 IIS2
20 GA MIN ENO STILES ATTACHED TO DOOR
C ~~, i~~/ATENTED TOG-L-lOC SYSTEM
~O" . WilER).
REV DA TE
01 9/27/1999
02 12/01/1999
0.3 1/2000
DESCRIPTION
(5) INTERMEDIATE STILES fOR 16' WIDE DOOR.
/- ATIACHED W/ TOG-L-LOC (TOP & SOT)
AND URETHANE ADHESNE (ALONG CENTER)
....... A
I
i
r OPTIONAL SSB GLASS OR
1/8" ACRYLIC LITES AVAILABLE
! (SEE SECTION B-B)
~~
=~
>>j 0
I,
~
>>
[
[
I:~ - ~
I
>>
B B
'?
o:J
~l
I
C
~
c
I
r
f-
J:
o
W
I
cr:
o
o
o
!\i
J\
.
I n=====1l1 i n======11 n======11
F~--Jil'~ ,~
V\ V
11DfiC:UIIDJII.
".
1'\
xl
<\ !
I
x
<C
::;;
I
1/ \
\
b r-JI
CALL SiZE
ADD 'CBPC' TO TITLE BLOCK
CORRECTED BRAC:<ET ATTACHMENT TO ONE BOLT AND NUT
ADDED JAMS ATTACHMENT INFORMATION
2020HR
3020HR
4020HR
50200R
0020HR
2030HR
3030I-1R
403Ot1R
5030HR
o03OHR
2040HR
3040HR
4040HR
5040HR
o040HR
2050HR
3050HR
4050HR
5050HR
0050HR
OH2 / 0H3
OH2 / 0H3
OH2 / 0+13
OH2 1 0H3
002 / 0H3
002 / OH3
0H2 / 0H3
OH2 1 0H3
OH2 / 0H3
OH2 1 0H3
OH2 1 0H3
OH2 / 0H3
OH2 1 0H3
0H2 / OH3
0H2 / 0H3
OH2 / 0H3
002 / 0H3
OH2 / 01-13
OH2 / 0H3
OH2 / OH3
LOCATiON
+15.0
+15.0
POOL BA 111
DOOR
BREAKFAST TO
LANAI DOOR
EXTERIOR
FR...l'=NCH
DOOR
CALL SIZE
2e>6t> (2/8 X b/b)
2468 (214 X 6/8)
2668 (2/6 X 6/0)
2008 (2/6 X 6/8)
(2)2008 (4/0 X 6/8)
(2)2008 (5/0 X 618)
(2)2808 (5/4 X 0/8)
(2)'3008 (6/0 X 6/8)
FOR 8'-0" Hle+t UNITS
MAIN
ENTRY
DOOR
VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR
2.000 PSI MIN. CONCRffi COLUMN}:
3/8".:4" SLEEVE ANCHOR BOl.TS ON 24. CENTERS
(e-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR
1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 UTE RETAINER
PSI MiN. CONCRETE). WASHERS INCLUDED W1TH
SLEEVE ANCHORS. 1-1/4" OD. MIN. WASliERS REQUiRED
Wry TAPCONS. ANCHORS MAY BE COU'1TERSIJNI<
(BLIT NOT REQUIRED) TO PROVIDE A FLUSH
MOUNTING SURFACE. HORIZON:AL JAMBS DO NOT
TRANSFER LOAD.
~ STOP MOULD'NG BY DOOR INSTALLER (fO SUIT)
2x6 YELLOW P'NE JA~AB 20 GA. MIN. GAlV. STEEL END ST LE
~~ ) 20 GA. GALV. STEEL INTER. STILE
12 GA. GALV. STEEL TRACK / t-~
BRACKETS FASfENED TO WOOD oA,MB./ l-
WITH ONE 5/16"xl-S/8" LAG SCREW!\ ' ,
PER TRACK oP""CK;'.Y.
18 GA. GALV. STEEL CENTER HINGE
FASTENED TO INTER. STILES W/(4)
#14x5/3" SHEET METAL SCRE#S.
2" GAlV. STEEL !RACK FASTEqED TO L 14 GA GALv STEEL ROLLER HINGES
12 GA. GALV. STEEL TRACK SRACKETS. FASTENED TO END STILES EACH w/(4-)
lPACK ATIACHED TO EACH BRACKET \ #14x5/8" SHEET METAL SCREWS AND
A "Vln; ONE 1/4-"x5/8" BOLT & NUT \ (4) 1/4.x3/4" SELF" TAPPiNG SCREWS PER END HINGE.
LE::. CR 1'NO 1/4" DIA RVETS, \
l
2" O:A. SHORT STEM. 10 BALL SiEEl ROLLER.
~AMB CONFIGURATION
SECTION C-C
+15.0
-00.0
-00.0
-lb.4
-80.0
+15.0
+75.0
+'75.0
~AIN
EN1RY
DOOR
MAiN
ENTRY
DOOR
MANUFACTVRER SERIES '*
DESleN
PRESSURE (PSF)
DESieN
SUC TION (PSF)
-80.0
-80.0
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUiT)'
DD
/1--1':
(1/\ \
~
t::.::
~ ~
IEV-I "8"
A)V
T
I
'- --. Vlf:# "c"
rr=
13 GA. GAlV. STEEL FlAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16"xl-5/8" WOOD LAG SCREWS,
(
--
l-
I
C)
W
:r:
TRACK CONFIGURATION
r-
~-----------
DOOR
HEIGHT "L"
6 -6" 70"
2" GALV. S-EEL TRACK, 7 -0 76
MIN. TRACK TH!CKNESS: .060" 7r:::s"'- 82
8'-0" 88"
0:::
o
o
o
II
5: "L"
<.:>
W
:r:
<.:>
z
U
7.';,
11'P, 2-1/2"':12 CA. GALV. STEEL TRACK BRACKET.
(4) TRACK BRACKETS PER SIDE (FACTORY A1TACHED).
'\
1\
D D D~vt~,gfHP~5~s)N
, ,1.0 ,,0 POINT LOCKING
j ^
I
DiDO
3" x 20 GA. U-BARS.
U-BARS IN A 2-1-2-1
PATTERN (I.E. TWO U-BARS
ON BOTTOM SECTION,
ONE U-SARS ON NEXT
SECTION. ETC,)
v/
614x5/8" SHEET METAL SCREWS
+50.0
+50.0
'h
\.. LOCATION Of'
OPTiONAL VENTS
A
\
~ OPTIONAL OUTSIDE KEYED LOCK POSITION
J
-
-
NOTE 1:
DOORS UP TO 7'-0" HIGH CONSiST OF (4) SECTIONS (SHOWN).
DOORS OVER 7'-0" HIGH CONSIST 01" (5) SECTIONS (NOT SHOWN),
-MAX, DOOR WIDTH = 16'-0"
INSIDE ELEVATIONS
18 GA. INTERMEDIATE HiNGE
VIEW .0"
NUAIR SLIDING GLASS DOOR SCHEDULE
TESTED PER ANSI/AMMNNHWDA :01 IIS2
& VERTICAL JAMB ATTACH'tfNT ~C-90 BLOCK OR
2.000 PSI MIN. CONeR E C LUMN); "
3/83x4" SLEEVE ANCHOf.. BOLTS ON 20 CENTERS (C-90
BLOCK) OR 24" CENTERS (2.000 PSI ~IN. CONCRETE) OR
1/ 4-"x4-" TAPCON SCREWS ON 16-3/4 CENTERS (2.000
PSI MIN. CONCREJE). WASHERS INCLUDED WITH
SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED
WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK
(BUT NOT REQUIRED) TO PROVIDE A FLUSH
MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
TRANSfER LOAD.
CALL SIZE
,
STOP MOULDiNG BY DOOR INSTAllER (TO SUIT)
20 GA MIN. GALV. STEEL END ST1LE
MANUFACT1..;'RER SERiES 1*
DESIGN
PRESSURE (PSF)
DESIGN
SUCTiON (PSF)
-04.0
-55.0
-31.1
-55.0
a.-
x
>-
.Q
~
...,
<D
~
Q
......
:;:JI
<
2" THICK
MOLDED iNSIDE
LITE RETAiNER
#8x3/4" PAN HEAD SCREW
(10 SCREWS PER UTE)
25 GA. MIN. STEEL
SKIN COATED WITH G-4-0 MIN.
GALVAN1ZiNG, BAKED-ON PRiMER,
AND A BAKED-ON POL.YESTEF\
TOP COAT APPliED TO 80TH
SIDES OF STEEL SKiN.
t-
o
,r"
v
--- 12 GA, GALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W/(4)
#14x5/8" SHEET !>,1ETAL
SCREWS.
.&
VERTiCAL JAMB ATIACHMENT (WOOD FRAME BUiLDiNGS);
1/2.x3. LAG SCREWS ON 18" CENTERS. 1-1/4" O,D. MIN.
WASHER REQUIRED. tAG SCREWS MAY BE COuNTERSUNK
(BUT NOT REQUIRED) TO PROVIDE A FLUSH ~jOUNTING
SJRFACE. HORIZONTAL JAMBS DO I~OT TRANSFER LOAD.
OUTSIDE KEYED ~
HANDLE
END
Sl1 LE
2" DIA SHORT STEM, 10 BALL STEEL ROLLER.
<;n
...,.
,-
~
SHiP LAP JOINTS.
-
~
<D
o
>
<D
'0
N
-
-...J
(!)
,
0...
::!:
-,:;J
...
~
~
o
as
a..
,
-
14 GA, GALV STEEL
END Hn~GE. EACH
FASTENED TO END
Sl1LES W/(4) #14x5/8"
SHEET METAL SCREWS
& (4) 1/4-.x3/4-" SELF
TAPPiNG SCREWS,
3" TALL U-BAR
20 GA. GALV. STIR
MiN, YEILD STRENGTH: 50 KSI
D 3" r
1-7/8" p
T
3" TALL x 20 GA. GALV. STEEL U-BARS
IN A 2-1-2-1 PAlTERN (IE TWO Ij-BARS
ON BOTIOM SECTiON, ONE U-BAR ON NEXT
SECTION, ETC.). EACH U-8AR ATTACHED
WITH 1/4.x3/+" SELF TAPPING SCREWS
PER STILE LOCATiON.
INSIDE SLIDE BOLT
LOCK OPTION
<D -
'"
<D
::x::
SECTION A-A (SIDE VIE'N)
)
~ 13 GA. CALVo STEEL BDTTOM BRACKET.
ATIACHED \'-IITH (2) #14x5/8' SHEET METAL SCREWS,
ALUMINUM EXTRUSION
& V1NYL WEATHERSTRIP.
($>
<9
ID
....
<I)
-,
c:::
=
co
<I)
o
a..
:::!:
&
5008 SGD
6068 SGD
b008 S60
Cl068 seD
200
200
200
200
20 GA. CALVo STEEL INTEM
7/16' LD ROUND PU~~'8 GA. GALV. STEEL CENTER H,"GE
FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4)
#14x5/S" SHEET METAL SCREWS.
14 GA. GALV. STEEL ROLLER HiNGES
FASTENED TO END STILES EACH W/(4)
#14x5/8" SHEET METAL SCREWS AND
(4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE.
OPT:ONAL 10 SCREW
WIt;!POW LITE
~CTION B-B
12 GA GALV. STEEL TRACK /
BRACKETS FASTENED TO WOOD JAM3./
...-IITH ONE 5/16"x1-5/8" LAG SCREW
PER TRACK BRACKET,
SNAP LATCH ENGAGES
ONTO vERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
2" GALV, STEEL TRACK FASTENED TO J
12 GA. GAlV. STEEL TRACK BRACKETS,
'RACK ATTACHED TO EACH BRACKET
WITH ONE 1/4.x5/8" BOLT & NUT
OR l'NO 1/4-. DIA. RIVETS.
PREPARATION OF JAMBS BY OTHERS.
INSIDE HANDLE
)AMB CONFIGURATION
SEcnoN c-c
OUTSiDE KEYED LOCK
SNAP LATCH LOCK OPTION
SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK 0:0<
EACH SDE
OF DOOR.
~ ll1E DESIGN OF THE SUPPORTiNG STRUCTURAL ELEMENTS
SHALL BE THE RESPONSIBILITY OF THE PROfESSIONAL OF
RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
WITH CURRENT BUILDING CODES FOR Tl-tE LOADS USTED ON
n;IS DRAWING. , " '0
MAX. DOOR SIZE; 16 0 W X 8 H
END
STILE
DESIGN LOADS: +24.0 PSF & -24.5 PSF
TEST LOADS: +36.0 PSF & -37.0 PSF
iNTER.
STILE
liRA '..ING NO.
101980
REV.
03
LOCK 8AR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR,
Ci-IE:CKED BY
MWW
DES, BY
VWVv
DESCRIPTION
DOUBLE CAR MODEL 110RW4 &
+241 -24.5 PSF DESiGN LOAD
120RW4
OUTSIDE
HANDLE
DATE
SCALE
NOTED
OUTSIDE KEYEP LOCK
LOCK BAR LOCKING
8/26/99
C!OIXlY a~ildi~9 Products Com,,'Ony AJI. Rights RiJ1ierv~.
The orror9e-fl''<~+.s de~cted herein ore the sO:e proye.rty
of tI\~ Clopoy Building Pnxfuct$ Compooy ond moy not
be reproou<:ed in any form 'Hftt1:out its written permission.
CEPe
(513) 381 -4800
312 WALNUT STREET6 SUITE 1600
CINCINNA T1, OH 452 2
Division of Clcpay 8ulldlng Producn
+30
+30
+30
+30
NOTE:
IT IS THE CONTRACTORS RESPONSiBIUTY TO ~EV:EW ALL DRAWiNGS BEFORE CONSTRUCTION
BEGiNS. DANSCO ENGINEERING P.A, IS RESPONSIBLE FeR It-JE STRUCTURAL INITGRITY OF n.1Is
PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDI1l0NS, OTHER DESiGN PROfESSIONALS'
SHOP DRAWiNGS. CONTRACTORS' BUILDING MEn-tODS, AND THESE SIGNED AND SEALED
DRAWiNGS MUST BE BROUGHT TO THE ATIENTION OF DANSCO ENGiNEERING P,A. PRIOR "'0
TI-JE COMMENCEME"lT OF CONSTRUCTION.
3008 (3/0 x 6/8)
(2)2068 (5/0 X 018)
(2)2868 (5/4 x 0/8)
(2)3008 (6/0 x 6/b)
(2)3080 (0/0 x 8/0)
300b C310 x (18)
(2)2008 (5/0 x (/8)
(2)2868 (5/4 x 0/8)
(2)306t> (0/0 x 0/8)
(2)3000 (6/0 x 8/0)
300b (3/0 X 0/8)
(2)2068 (5/0 x 6/8)
(2)280t> (5/4 x 0/8)
(2)3008 (6/0 x 6/8)
(2)3080 (6/0 x 8/0)
C.ALL SIZE
8 x '1 (OR 80700H)
C{ x I (OR a0100H)
!6 x I (OR i60100H)
THERMA- TRU DOORS
EXTERIOR DOOR SCHEDULE
TESTED PER ANSI/AMMA/N~DA 10/ /!S2
RIO SIZE
DEs:eN
PRES9JRE (PSF)
MANUFAC TlJRER DESC-RiPTION
34 1/2 x 82 1/2"
ll:100 FLUSH STEEL
+25.'1
30 1/2 x b2 1/2"
#118 ONE LITE STEEL FRrnCH
+25.'1
+25.<1
32 1/2 x 82 1/2"
32 1/2 x 82 1/2"
'*18 O"-E LITE STEEL FR-FNCH
#128 TEN LITE STEEL FRENCH
..25.'1
+25.C\
..25.C!
5i 1/4 x 82 1/2"
03 1/4 x 82 1/2'
01 1/4 x 82 1/2"
15 1/4 x 82 1/2"
!tiOb 15 LITE ST!:f:L FRENC-H
#102> 15 LITE STEEL FREk'-H
1':08 15 LITE SiaL PRENCo-f
#:08 15 LITE STEEL FRENCH
T24.l
-'-24.l
+24.1
+24.7
(H) x '18 1/2"
38 1/2 x b2 1/2"
+25.Q
63 1/4 x 82 '/2"
01 1/4 x 82 1/2"
15 1/4 x 82 1/2"
i5 1/4 x '18 !/2"
3b 1/2 x 82 1/2"
03 '/4 x 82 1/2"
01 1/4 x 82 1/2"
15 1/4 x 82 1/2"
15 1/4 x "18 1/2'
3b 1/2 x 82 1/2"
03 1/4 x 82 1/2"
01 1/4 x t>2 1/2"
15 1/4 x b2 1/2"
+24.1
+24.1
+24.1
+24.1
it208 STEEL 8 PANEL
+25.CJ
+24.1
#FC-vO 6 PAN:L FIBERCLASSIC
+24.1
+24,1
...24,1
+25."1
#FC-vO 6 PANEL FIBERc.Li~SSiC
OR
#FC-2000 I LITE FRENCH
FIBERC.LASSIC ,
( CUSTOMER CHOICE)
+24.1
+24.1
+24.1
15 1/4 x '18 [/2"
+24.7
BANCO OVERHEAD DOORS; INC.
GARAGE DOOR SCHEDulE
TESTED PER ANSI/AMMA/NNVA 101 /IS2
TEST LOADS
PRESSURE (PSF)
+315
+315
+%.0
TEST LOADS
SVCTION (PSF)
-48 .0
-42>.0
-31.0
DESI6N LOADS
PRES9JRE (PSF)
+25.0
+25.0
DES 6tx
SlJC.TICN (PSF)
-34,1
-34.1
-34.1
-34.;
-34.7
-34,1
-32A
-32.4
-32.4
-32.4
-34.'
-32.4
-32.4
-32.4
-32.4
-34.1
-32.4
-32.4
-32.4
-32.4
-34.1
-32.4
-32A
-32.4
-32.L
DESleN LOADS
sue. TI ON (PSF)
-32.0
-32.0
-245
+24.0
EXTERIOR HINDOHS AND DOOR NOTES
1. ALL EXTERIOR WINDOWS AND GlASS DOORS ARE TO
BE TESTED IN ACCORDANCE WITH ANSIjAMMA/NWWDA
101/152 STANDARDS AND BEAR AN AMMA OR WDMA
lABEL iDENTIFYiNG THE MANUFACTURER, PERFORMANCE
CHARACTERISTICS AND APPROVED TESTING ENTlTY.
FBC 1707.4.2.1
2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER
THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS
TO ACHIEVE THE DESIGN PRESSURE SPECIFIED.
FBC 1707.4.4.1
3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK
THICKNESS IS LESS THAN 1-1/2" SHALL BE ANCHORED
THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE.
FBC 1707.4.4.2
4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK
THICKNESS IS 1-1/2" OR GREATER, THE BUCK MUST
BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD
DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS
SHALL BE ANCHORED THROUGH THE JAMB INTO THE
WOOD BUCK. FBC 1707.4.4.2
5, ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE
INTERIOR LIP OF THE WINDOW. FBC 1707.4.4-.2
6, MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE
ARE REQUIRED TO BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE
ROUGH OPENING SUBSTRATE. FBe 1707.4.5.1-1707.4.5.4
D E DAN6CO
ENGINEERING, FA..
p.o. BOX 34tW .. APOLl..O eEA04 '" FLORIDA .. 3~912
P4-tONE .. (&13) 64& fZ>166 FAX - (813) 645 ~W
t!!:t::Il. ..t!..tA\ rf\ THESE DRA\\\i'lGS AND DESiGNS ARE lHE JOINT PROPERTY OF JANSCO ENGlNmi~G, PA AN:) T..,[
~ '"t';;iI'nc;..r 0'CUS'lT eN 1HJS PROECT. ANY REPROOVCT'rCN OR UNAIJTHORIZED USE is PRCHI3:iED - 20,)3
,& CREATED 01-02-02
3
120
SEC.
8CAl.E NOTED
DATE 112/02
DOOR 4 UJINDOW T A6LE5
MPH
GUST
LENNAR ~OMe5
TAMPA DIVI6tON
DE JOe NO. PM - 50:21
RAU.N av.
N:/BLOCKS/STD 2001
.
eDW1
3
:>
:>
:>
J
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~
)
)
r
r
;
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:J
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,
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~
-
,
J
J
~
)
~
~
-
5
~
j
J
>
>
J
~~.--
A
t..~ HEADE~i
1.<1.1 . .'~
I.Em~i
cv>"",",~ /llft.
,,-,., -.r.." - INTERIOR
, l . h". PRESSURE TREA.TED
~. ~" B'JCKSTRIP (MIN. Z;'
^' ::: ~mrn
.Io/lili)f'l(
,.- ~!isti-:NER
r1u, li(imv.m 'I'{J@ WITH
lilt'!l.I:>:.. EXPANDING FOAM
- IF I"ER CODE
^ INTERIOR
<.....,7I.~.~1 ~~_i
. . . t..
. . ~ ~.
<:;] - . 1
. , .'
"I' --
i"" "v~~iOR
- -^v-
JAMBS
r-
/
u
...,....
.,/
ffl
'~9
f'~.~"~:" .
,~.. ~ .
t}( &1
sill
'4
if' NECESSARY.
USE SHI!.tS
WHEN
INS1'~1lJNG TO
KED' PLUMB &:
LEVa
III Jl rw'
oj JJ!!frr ~_
~- ~. · r
· .~ ~~----:-.:::- IJt;; r11f///fftf1. ~
. 4 \ <':.,"" _..:....' .~'1/.{.lf/!2li.~
<', 4~ :~~:{ ~. . A,k~~rii~
v~--'t-'. _.-t=-.~ \j' . ~
SILL
. SEAlANT BEAD
~D~. I
J..4 .:'. ~
".<1'. .'4,
I . "//.1
EXTtRIOR : ~ i~IOR
.I~OR " ~ PRESSURE TREATED
>.......:I:v :zt- '~,~~~:~~M:~
.' .'. WlNOOW
. . , *1 "m:NER
. . . : <:1 ,-1 FlLl iNITRlOR VOID W;n1
v ' ". MINIMAL EXPANDlNG fOAM
~~ - IF PER CODE
EXTERIOR -,'\r-
JAMBS - ~
I
/1~
qE
.t~~
r
1.Yd$//~~
~ . . . fur. pouRt!l >
~ . .d CONCRETE SlLL 1
tv I
SILL
If' NECESSARY.
~SE SHIMS
Wl1EN
INS1)l1lJNG TO
KEEP PLUMB &:
LE.'va
[1 ~
. ~). ~
~
,-
NO
FASrrNERS
nlROUGH
Sill
~.
- e. ~-_-_~-
. .d . t.>~: ':". ::.:.'
. . <1 '</ <1
. . . . Pi'<E-CAST
'. 4^ CONCRETE SlLL <
I "
. SEALAl'o'T BEAD
~ '~WR (ij^M'-'CA'
" Ai{('.J..iLTIrT\JhM..
MAt..vtACTV~
ASSDCl.A nON
. M'&.\ofSEi.
Tampa, FL -(800) 282-6627-wwJi.NuAircom
IINST ALLA nON DETAILS FOR FL\NGE WI,"JOWS IN I
WINDZONES Of 150MPH OR LESS (DETAiL A) I
U=k~trirJ'i lW!j~t tie set in a bead of sealant. The exterior joint
Q~t>k<:t)n the buckstrip and masonry must also be sealed.
Buckstrips shall run the entire lengt1 oftne rough oper.ing. A
buckstrip is not necessary at the sill if it is pre-cast. All gaps
must be sealed. Buckstrips should be pressure treated yellow
pine, spruce or comparable lumber. In accordance with the
Florida Building Code, a taper, or bevel on the buck is
f1u;~p{kbie if tne iviridow frame is fully supported by the
iruckstrip at both the intelior and exterior.
~~...
If using i" thick wood buckstrips:
Installation fasteners should be a minimum ft" X It'' masonry
screws, installed through the window and bucks trip, into tbe
masoill)'. Window may be shimmed as necessary, provided a
minir:l'.lJU screw embedment of 1*" is maintained in the
lTIiiSOTIry. Fasteners should be located a maximum of 4" from
each corner and maximum of Ig" O.C. It is recommended that
fasteners not be installed through the sill or-the ",indow. The
actual size of the buckstrips should be no less tha..1~" X 2i-".
The window depicted in this drawing is intended for use on lJ'Pical constrJCDon. It is the
responsibility of others to detem:ine ifit is applicable. Additional flashing, vapor barriers, etc.
may be specified by the project architect Wind and design pressures vary within each ;iale and
county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind
load requirements (per AAMA 1 0 I); please check local building codes for exact requirements.
IN1tRIOR
i..
I. '4
I .~
~ ~
1',_'<:1
JJy:~OR
JAMBS
l-o
IV-
0r
NO
FASTtNf:RS
JWJ ~ ~
4 "1 FlNISliED ~ _
) ./iSIlL. ~
~~ -'.~~.=~-~-:~ . .~. ~ ~ -- ~
. ~ \ ,_. - ...... .~ ~
>- ...,1 '</ .6 I
0::;' . . PRE-CAST;> <>- ~
. 4^ CONCRETE SlLl 1
v
IF i'iECESSARY,
IJSE SH:MS
WHEN
iNS1AWNG TO
KED' PUJMB &
L.Eva
. SEALANT BEAD
. . itA.. pouRal
.<I^ CONCRETE Sll.!. <
v
SILL
~ '~WR [i]^w>(:(^'
! ..RCJ.!(":.'..E(;T1,JRAL
MAl\ 1.:'f <\CTlJN.ltS
A$K'OAftill<!
Tampa, FL.(800) 282-B627ewwwNuAlrcom M~\Gl'
The window depicted in this drawing is intended for use on typical construction. It is the
responsibility of others to detelmine ifit is applicable. Additional fulshing, vapor barriers, etc.
may be specified by the project architect Wind and design pressures vary within each state and
county. All products manufacturoo by NuAir Inc. meet a mL'limum of 1 10 mph (R30 DP) wind
load req;urements (per AAMA [01); please check local building codes for exact reqilirements.
HEADER PL.YWOOD.I SERIES
rSHEAnilNGI OH.2/3 HR
R~~n:f-= ~k"'-.I . ~qi WINDOW
BAAAiER '/ / J~fASTENER
II~ I A'
~-~ lil-! ~.:...~((f/!1 ~E
~ I.',;, ," ~....< .. '.. HEi'DfR
RIGlD FtASHING J - - ~ DRYWAll.
(OPT., BY OniERS) K.
v)7{' _ ~^
::/' ~ :;;~. 1
< ~~ -'~: :: J7} V~^\r If' NECEfSARY,
-:-,\~___D_~ -:I'"'- I /1 US~:MS
~ ~ INS1'AlliNG TO
'" '" wEATR- KEEP PLUMB 8t
'\. .!-- RESlsT~ LEVa
eAARIER fLEi(jBLE
EXTERIOR Elf FtAS~HING
FLASHING I ~
JAMBS ~= - _
BARRIER l ~ "" ~
~~- ~'~I"~ G.
, '> N "> WINOOW
_ -y . , i\'--... FASIDlER
SILL
FlEXlBLE
Fl.ASHING
l FlLL IN1ERIOR VOID IVffii
f.liNIMAL EX?ANDlNG FOMl
- IF PER CODE
FINISHED
Slll.
_ StAl.ANT BEAD
OSEALANT BEAD If FlASHING IS NOT ADHESNE
~ '~WR [i]AMb'CC^,
ARQ1r.ECT\.:R.AL
i MAl'i1JrACT\.;&liS
I>.SSXCA::lQN
. MR"..mEk
~ Tampa, FL-(800) 2e2.6€2T.wwwNuAir.com
:)
)
)
~
.J
J
!:
r INSTALLATlON DETAILS FOR NON-L\otPACT, FlN, HOR1Z. ROL- I
LER WINDOWS IN WINDZONES OF 150Mf'H OR LESS (per FBC 200l)
Window Installation:
Installation fasteners for windows should
be a minimLlm I~", 4d nail or 6 x I~" drywall screw,
with an embedment of at least l~". Fasteners
should be located at a maximum of 4" from each
corner and 18" O.C. for screws and 9" O.C. for
nails.
[t is recomme:1ded that aJI screws or
nails be sealed to prevent infiltration of air and
water. Product may be shimmoo as necessary.
Weatherproofing:
Flex.ible flashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. l11e weather resistant banier
should the:! cover L1e t1exible flashing at the
header.
The application of L1e weather resistant
barrier will vary based on when it is installed, If it
is installed after the window, it should be tucked
under the sill flashing and overlap the jambs and
head flashing.
The ",indow depicted in this drawing lS intended for use on typical construction. It is the
responsibility of others to determine if it is applicable. Additional t1ashing, vapor barrieTll, elc.
may be specified by the project architect. Wind and design pressures vary wi~hin each state and
COu;lty. All products manufacturoo by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind
load requirements (per AAMA IOl); please check local building codes for exact requirements.
...
screw embedment oft" is maintained in the buckstrip. Window
fasteners should be located a maximum of 4" from each corner
and maximum of 18" O.C. It is recommended that fasteners no
be installed through the sill of the window. The actual size of
the buckstrips should be no less than I~" X 2 kIt. Buckstrips
should be installed using minimum rt" X 2t" masonry screws,
to maintain 1*" embedment, and be 18" O.c.
FLEXIBLE H EADER PLYWOOD
Fl..ASHING~ SHEAnllNG
~~~- -----.. "II "'-./B' / J .....-y.'INDOW
BARRlfR --------t-i_ ( I l.Jr FASTENER
~-::::: II'.~ .I:~~:-:\>~~..~~a----~~R
/~ u.- ""-I
RlGIO F1..ASHlNG~ ~. ~ DRYWALL
(OPT.. B'f OlliERS)
B
-----.I I r---
FlLl. INID<IOR VOID wen-;
MINlloW. EXPMIOING FOAM
- IF PER CODE
I INSTALLATION DETAILS FOR FIN WINDOWS iN
WlNDZONES OF 150MPH OR LESS (DETAIL B)
Installation fasteners for windows shou,d be a
minimum If nail or I!" wood saews, with an embedment of
at least 1 f>. Fasteners should be located at a maximum of 4"
from each comer and 18" D.C. for screws and 9" D.C. for
nails. It is recommended that all screws or nails be sealed to
prevent infiltration of air and water, Product may be shimmed
3S necessary.
Flexible flashing should be installed in a
weatherboard fashion. The top layer should overlay any layer
beneath it. The weather resistant barrier should then cover the
flexible flashing at the header. The application of the weather
resistant barrier ",ill vary based on when it is installed. If it is
installed after the window, it should be tucked under the sill
If using I~" thick or greater wood buckstlips (not shown): flashing and overlap the jambs and head flashing.
Window installation fasteners should be a minimum #8 X I" ~,'1WR (ijARCHITl!OlCRA('
"vood S(.TeWS, installed thro"~l-. the wbdow into the bLlckstrip. ::~::RP$
~ A.SSOCrA~(,;'N
Window. may be shimmed as necessary, provided a minimwn ~.a",E.1l
The W\t!dcw dt'p.c\ed in <bis drawmg 19 inlenC<<llbt 0ge on lyJ)tca1 =<rucMlI. tt IS U e re;pollBllJ1l\ty of otl>ers Ie determine Iffl is applicable. AOdmonal "",hing, v.por
b1Irr1m, eu:. may be specified by the project architect. Wind am! d-esign press",et vary within each sUIte and county. All products rrull'.ufaCl1.lred by :<IoAI, Inc. meet a
minimwxo of 1 I Ii mph (RJO DP) wind load requirements (per AAM.~ :01); please chock le<aJ building code$ fo, exact roquiremer,ts. Above detail$ shown fOr Single Hung
window. For installatior. of Awning. flori.zontal Roller, or Pictur':Oeslgncr windcws use tt.e same specifications as shawn above for the Single Hung. provided that all
M'<>MWlehed frame installation hnles fl.'" uti!iz.ed ODd with the above mentioned scrC\V size tvne. and sruldn~.
, '" INID<IOR
tv!)>.
t//"t.. I
~I:-\~~ ~( :1 iTr
'\ .!....-RESISTANT ~~ i'
BARRIER ~. Irrr maSHED
r EXTERIOR IBLE WEAn1ER . -b I .. ~siLl
FlASHiNG RESlSTANT- .1" .
JAMBS ~_~~'I --=-
. ~ ~~ WINDOW
_ ^. ~J _~FASTENER
SILL
if' NECESSARY.
USE SHIMS
~ M-!t:N
~ INS'TN.lING TO
I' KEEP PLUMS .It
LEva
. Sf:AL/INT BEAD
OSEALANT BEAD If f1ASHING IS NOT ADHESIVE
F'l.EXJBlE HEADER PlYlI'OOO SERiES 90011 l1\STALLATION DETAILS FORNON.l~?ACT, fl:-.i, SINGLE I
FtASHlNG~ SHE/iTliINC & 950 SH II HUNG Vvl7\l)()WS IN WINDZONES OF lS{JMPH OR LESS (per fBC 2001) I
WEATHER ^ ';/ WINDOW
R~~- ~('{ I ~(.t----FASTENER Window rnstallation:
~- b ~1.~~:,c:, :,{1' . is!. be :~~~:::: ;t'::''':~:~;::~;: ;:;~,~ ~~,
~, n.e ",ith an embedment of at least 11". Fasteners
RIGIO FlASHINGJ "'- DRY'Ii,lLL should be located at a maximum of 4" f:-0O1 e.ach
(OPT.. B'l' 0111rnS) '- comer and 18" D.C for screws and 9" O.C. for
nails.
ft is recommended that all screws or
nails be sealed to prevent intiltration of air and
water. Product may be shimmed as necessary.
-l77-/) 1~.!2.R
W..;?
"", -= I r--"v-
I<~ ,,~Q~ i:.. l or.a< 1 ~
'\' ~~~ FlASHING ~
OOERiOR aLE \\ViTliER I . -.I ::I
F1..ASHlNG RESISTANr- ~r ~
=~-~tsJ.
FACADE I ,_
'> 1
SILL
JAMBS
FlLl.. INTERIOR VOiD WI11i
MINIMAl. EXPANDiNG FOA!,(
- IF PER CODE
IF NECES$AA'f,
USE SHIMS
~ WHEN
{9' INSTAlliNG TO
I Ka:? PWMB &:
lE\IU
FlNISHtD
SlLl..
7
~
~
WINDOW
FASTENER
. SEALANT BEAD
OSEAJ...ANT BEAD IF' flASHINO IS NOT ADHESIVE
~ '~WR (ij^-~'JUC^,
AitCRrrncTL'/lA.L
! ~~~
Tampa, FL.z800) 282.{j627.www.NuAir.com
FU:XIBLf
FtASHING
HEADER
wrATHER ^
RESlSTANT- f--.-.... v
BARRIER i ..............
JAMBS
Weatherproofing:
flexiblef1ashing should be installed in a
weat..i.erboard fashion. The tDp layer should overlay
any layer beneath it. The weather resistant barrier
should then cover the flexible t1ashing at the
header.
The application of the weather resistant
barrier will vary based on when it is installed. !fit
is installed after the window, it should be tucked
und..'!' the sill flashing and overlap the jambs and
head flashing.
The window depic"ced in this drawing is intended for use on typical construction. It is the
responsibility of others to detennine if it is applicable. Additional flashing, vapor ba.'Tiers, etc.
may be specified by the project archite<:t. Wind and design pressures vary within each state and
county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind
load requirements (per AAMA 101); please chc<:k local building codes for exact requirements.
DR'lWAlL
IF NECESSARY.
USE SHIMS
WHEN
INSTAUJNG TO
KffP PLUMe &:
LEva
FINISHED
SILL
. SEAlANT BEAD
OSEALANT BEAD IF FLASHING is NOT ADHESIVE
~ '~WR [lJAM'J<iUN
A,.'{Q{JTECn.;1tAl.
! ~~~cs
Tampa, FLe(800) 282-B62Te'Jiww.NuAir.com
FlLL INTERIOR VOIO wmt
MiNIMAL EXPANDiNG FOAM
- IF PER CODE
"- .
--"'~ ---Q- L.:?:'~
Ii \\~~~ FU:X1BLf-Jr ..
BARRIER F1..ASHING / '
1 EXTERIOR '\.~~~ WfAiHER Ie.. ..
RESlST....\ff ~ "-.!. . . ,.
JAMBS BA~IER~ ~
OOERIO,!_ ~ ~ ') ~
FACADE i "\ ,,:
_ ^ '1
SILL
INSTALLATION DETAILS fOR NON-IMPACT, FIN, A\VNING
'o\'TNDOWS LN W1NDZONES OF lSOM?H OR LESS (per FBC 2001)
Window Installation:
Installation fasteners for windows should
be a minimum l!", 4<i nail or 6 x 11" drywall screw,
with an embedment of at least 11-". Fasteners
should be located at a maximum of 4" from each
corner and 18" O.C. for screws llnd 9" O.c. for
nails.
[t is recommended that all screws or
nails be seale<ito prevent inmtration of air and
water. Product may be shimmed as necessary.
Weathervrooting;
Flexible flashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. The weather resistant barrier
should then cover the flexible t1ashing at the
header.
The applioation of the weather resistant
barrier will vary based on when It is installed. lfit
is installed after the window, it should be tucked
under the sill t1ashing aud overlap the jambs and
head flashing.
111e window depicted in this drawing is inwnded for use on typical construction. It is the
responsibility of others to detennine if it is applicable. Additional flashing, vapor barriers, etc.
may be specified:-'y the project architect. Wind and design pressures vary within each state and
county. All products manufactured by Nl.lAir rnc. moot a minimum of 110 mph (R30 DP) wind
load requirements (per AAMA 101); please check local building codes for exact requirements.
IF NECESSARY,
USE SHIMS
WHEN
INSTAWNG TO
KEEP PLUMB &:
ILVEJ..
FlNISHEO
SILL
.
~
~ ~ 'hlNDOW
~ I "-- FASTENER
eSEALANTBEAD
OSEALANT BEAD IF FlASHiNG IS NOT ADHESIVE
~ '~WR (ijAM'.tCAt<
i ~~~~
ASSOC1A T1Ql'\
. ME.M.eelf.
Tampa, FL.(800) 282-6627h'<'NI.NuAir.com
INSTALLATION DETAILS FOR NON-l~PACT, FIN, F1XED
W\1\1)OWS IN WINDZONES OF 150MPH OR LESS (per FEC 2001)
Window Installation:
Installation fasteners for windows should
be a minimum 1t", 4<i nail or 6 x I~" d1)wall screw,
with an embedment of at least It". Fastrners
should be located at a maximum of 4" from each
COl'Iler and 18" D.C. for screws and 9" O.C. for
n~ils.
It is re~ommended that all screws or
nails be sealed to prevent infiltration of air and
water. Product may be shimmoo as :Jecessary.
Weatherproofing:
Flexible flashing should be installed in a
weatherboard fashion. The top layer should overlay
any layer beneath it. 111e weather resistant ::>arrier
should then cover the flexible tlashing at the
header.
111e application of the weather resistant
barrier will vary based on when it is installe-d. If it
is instaUed after the window, it should be tucked
under the sill flashing and overlap the jambs and
head flashing.
The window depicted i:;} this drawing is intended for use on typical CODStr~ctiO:1. It is the
responsibility of others to detelmine if it is applicable. Additional flashing, vapor barriers, etc.
Inay be specified by the project architect. Wind and design pressures vary within each state and
county. All products manufactured by NuAir Inc. meet a minimum of 110 mph (R30 DP) wind
load require:nents (per AAMA WI); please check local building codes for exact requirements.
I
.'.~
SERIES
OH2/3 HR
L.~ HEAD~
~.
EXTERlOR ~~. ;'~IOR
~ ".
T iNTERIOR PRESSURE TREJ\JED
..' ""'i . _ i ~ I '- ~UCK~1f> (MIN. ....
. . '" 3'1//.1 f ,,'- AS SHOWN)
,..<:1 11]71 '-..I.
<, _ <l. 'I SHIM AS NEEDED
I- ;r~j~ < i""'l WlNOOW
J:q:~.. ~ -. ALL[ ~OR VQID 'Jlffii fASTENER
^v":.' I- ~IN:MAL EXPA."lDlNG FOAM
EXTl:R1OR - II" PER CODE
.J,:~, /~ '~~ V ~
USE SHIt.4S
WHEN
INS1'AUJNG TO
KEEP PLUMB &t
LEVa
.
ij
.
!.--
r--.: _ _ _
~-- - -
(.:.,.; ".'. ::. :.:
rA
'4
. <J'<1 4
. '. PRE-CAST :>
. ". A ^ CONCRE.TE SIll. <]
V
. "''''1// / f$; ~
J~.~ . . fur. f'O\.J~ >
. . <I CONCRElC: SIll <
V
SILL
. SEA!.ANT BEAD I
~
I [NSTALLATION DETAlLS FOR NON-IMPACT, FLANGE, HOR1Z. ROL- ]
LER W1NDOWS IN WINDZONES OF 150MPH OR LESS (per me 2(01)
Buckst.rips must be set in a bead of sealant. The ex:terior joint
between the buckstrip and masonry must also be sealed.
Buckstrips shall run the errtire length of the rough opening. A
buckstrip is not necessary at the sill ifit is pre-cast All gaps must
be sealed. Buckstrips shol.l1d be pressure treated yellow pine,
spruce or comparable lumber. In accordance with the Florida
Building Code, a taper, or bevel on the buck is a\;ceptable if the
window frame is fully supporte.d by fue bucksuip at both fue
interior and exterior.
If using t" thick wood buckstrips:
Installation fasteners should be a minimum f6" X It'' masonry
screws, installed through the window and buckstrip, into the
masonry. Window may be shimmed as necessary, provided a
minimum screw embedment of It" is maintained in the masonry.
Fasteners should be located a maximum of 4" from each corner
and maximum of 18" O.C, ft is recommended that fasteners not be
Installed through the sill of the window. The actual size of the
buck&1:rips should be no less thau~" X ~".
If using 1~ " thick or greater wood buckstrips (not shovm):
Window installation fasteners should be a minimum #10 X I~"
wood screws, installed through the window into '.he bucks trip.
Window may be shimmed as ne.cessary, provided a minimum
screw embedment of It" is maintained in the buckstrip. Window
fasteners should be located a maximum of 4" from each comer and
maximum of 18" D.C. It is r~ommended that fasteners not be
installed through the sill of the window. The actual size of the
buckstrips should be no less than It" X 2i". Buckstrips should be
installed using minimum n," X 2i~ masonry screws, to maintain
It" embedment, and be 18" O.C.
~ '~WR [i]A"',"'C^"
A.aC!i1rnc11JR.ol..L
j MA~U1'"ACTURF3
"$SOCiA TlCN
. t.{E..\.fJi1J(
Tampa, FL-ZOOO) 2B2-6627hww.NuAircom
Toe window depictoo in this drdwing is intended for use on l)'Pical construction. It is the
responsibility of others to determine if it is applicable. Additional flashing, vapor barriers, etc.
may be specitioo by the project archite{;t Wind and design pressures vary within each state and
county. All products manufactured by NuAir lnc, meet a minimum of 11 0 mph (R30 DP) wind
low cequirements (per AAMA 101); please check local building codes for exact requir~TIlents_
SERlES 900 I INSTALLATION DETAILS FOR NON-lW..FACT, FL"NGE, FIXED
PW & DPW Wl~'DOWS IN WlNDZONES Of 150MPH OR LESS (per F8C2001)
Buckstrips must be set in a bead of sealant. The exterior joint
between the buckstrip and masonry must also be sealed.
Buckstrips shall run the entire length of the rough opening. A
buckstrip is not necessary at the sill if it is pre-cast. An gaps must
be sealed. Buckstrips should be pressure treated yellow pine,
spruce or comparable lumber. In accordance with the Florida
Building Code, a taper, or bevel on the bU(;k is ac~eptable if the
window frame is fully sUPPolted by the buckstrip at both the
interior and exterior.
If using t' thick wood buckstrips:
Installation fasteners should be a minimum ~" X * masonry
screws, installed through the window and buckstrip, into 'J1.e
masonry. Window may be shirruned as necessary, provided a
minimum screw embedment of It. is maintained in the masonry.
Fasteners should be located a ma1\imum of 4" from each corner
and maximuL'1 of 18" O.C. Tbe actual size oftbe buckstrips should
be no less than t. X 2F'.
Ifusing I~" thick or greater wood buckstrips (not ShO\<\l1):
Window installation fasteners should be a minimum #10 X It.
wood scre\\-;, i1lStalled through the window into the buckstrip.
Window may be shimmed as necessary, provided a minimum
screw embedment of l-r is maintained in the buckst.rip. Window
fasteners should be located a maximum of 4" from each corner and
maximum of 18" O.c. The actual size of the buckstrips should be
no less than l~" X ~'. Buckstrips should be installed using
minimum rr' X n.' masonry screws, to maintain
Ii" embedment, and be 18" D.C.
teJEADER I
.4 . .qa. . l
'<1.. .4]
Vh~ I
EXTERIORW,.w ~~ INT1:RIOR
r, Ti ~ PRESSURE TREArrD
~ ~~ "- BUCl<STRIP (MIN. 2;"
, AS SHO'tl'N)
-J i~
SHrM AS NU:DEO
WINDOW
fASTENER
FLl. INTERlOR VOID WITH
MIN:MAL EXPANDiNG FOMI
- IF PER CODE
~.I~O~
.";'<'1-
1- . ~.<:1
(~ I
j:--~:~,.. 7 r
14 ^v"~IOR
JAMBS
IF NECESSARY.
USE SHlMS
WHEN
INSTAWNG TO
KEEP PLUMB &:
LEVa
NO
FASltNERS
iHROUGH ---' r
SILL
/ it
~~c]
.'> . . . 'W.r. PQURl:!> >
<. . <1^ CO:-.lCRETE Sill <)
v T
ISERIES 90011 INSTALLATION DETAILS fOR NON.IMPACT, FLANGE, SiNGlE I
I & 950 SH II HlI:\iG WlNDOwS I~ W1NDZONES OF 150MPH OR LESS (per FaC 2001) I
Buckstrips must be set in a bead of sealant. The exterior joint
between the buckstrip and masonry must also be sealed.
Buckstrips shall run the entire length of the rough opening. A
buckstrip is not necessary at the Sill if it is pre-cast. An gaps must
be sealed. Buckstrips s:,ould be pressure treated yellow pine,
spruce or comparable lumber. In accordance with the Florida
Building ewe, a taper, or bevel on the buck is acceptable if the
'Window frame is fully supported by the buckstrip at both the
interior and extenor.
Ifusing i" thick wood buckstrips:
mstallation fasteners should be a minimum f6" X 2i" masonry
screws, installed through the window and buckstrip, into the
masonry. Window may be shimmed as necessary, provided a
mi;1imuDl screw embedment of 1*" is maintained in the masonry.
F8$teners sho~ld be located a maximum of 4" from each corner
and maximum of 18" D.C. It is recommended that fasteners not be
bstalled tlrrough the sill of the windO\\i. The actual size of the
bucks trips should be no less than i" X 2i".
If using 11" ,hick or greater wood b\1ckstrips (not shown):
Window installation fasteners should be a minimum #10 X I~"
wood screws, installed tlrrough the window into the buckstrip.
Window may be shilIL'1led as necessary, provided a minimum
screw ",mbedment of 1t" is maintained in the buckstrip. Window
fasteners should be located a maximum of 4" from each comer and
maximum of 18" O.C. It is recorrunended that fasteners not be
installed through the sill of the window. The actual size of the
buckstdps should be no less :han 11" X 2~". Buckstrips should be
installed using min:mum f6" X 2i" masonry screws, to maintain
It" embedment, and be l8" O.C.
-JY-
/1
~
.<\
. <1'.:7 4
<!. . '. PRE-CAST?
'. 4 CONCRErr Slll. '1
v
p~~-==
t.:..,.. ';'.. :.'. :.'
_SEAlANT BEAD
SILL
]
6'
6W
I
I
i
!
1-
I
1-
I
6,-M - I
Ler
6'
~i'~WR [Ii'.~J~"ru,^l.
MA.'NtAC1"1..iK'eS
ASS"JCJ.A'nc~
'-'EMBER
Tampa, FL.(800) 282.oo27ewww.NuMcom
The window depicted in this drawing is intended for use on typical construction. [t is the
responsibility of others to determine if it is applicable. Additional flashing, vapor barriers. etc.
may be specified by the project architect Wind aud design pressures vary witbin each ;tate and
county. All products manufactured by NuAir Inc. meet a minimum of 11 0 mph (R30 DP) wind
load requirements (per A.AMA 101); please check loc.al building c.odes for exact requirements.
SERIES 200 I INSTALLATION DETAILS FOR NON-IMPACT, SLIDING GLASS
HEADER & 500 SGD DOORS IN WINDZO:-\ES OF 150M?H OR LESS (per F8C 2001)
r00/A /ffi~ 7~/ 0A~ Buckstrips must be ~et in a bead of sealant. The exterior jOlnt
/ // / / , between the buckstrip and masonry must also be sealed.
,- ~ / / Buckstrips shall run the entire length of the rough opening,
ExTERIOR _/ I I T(). 'l}jlf/ 1/ 1tm:RIOR except door silL All gaps must be sealed. Buckstrips sho'Jld be
INTERIOR PRESSURE I 11/:..- J /. 'Ii pressure treated yellow pine, spruce or comps-I'able lumber. In
- ~. C--~~~P accordance with the Florida Building Code, a taper, or bevel
e r : SHIM on the buck is acceptable if the door frame is fully supported
~ .AS by the buckstrip at both t..le interior and exterior.
< ///f!:2 -/ ~~NER :"'''''..'' "",..... NEEDED 1
/ /~...r / r""',,, lfusinlq-" thick wood buckstrips:
'/ / V ~ :'''" 4':" Installation fasteners should be a minimum rl;" X 2i" masonry
~" /~..:::: _ ::: screws, installed through the door frame and buckstrip, into the
~/ ~t;::';: ---1 - :' -A..r- : masonry. Door may be shinuued as necessary, providoo a
______, minimum screw em~--dment of li" is maintainoo in the
v~ ~~ '-'~. ~ " ::" ri llao MI~J~UM masonry. Fasteners 8..10uld be located a ma1l.imum of 4" from
~ ... , REclJl.I- each comer and maximum of 18" O.c. The \\idth of the
r / / MENDED buckstrips should be no Jess than the frame frame of the door.
<YV// INST.ALW10N, SEAL ... - ~ f 1, h' k
V ~ :AM:S HO~Z= JONr~ . 1 using I.,.' t lC or greater wood buckstrips (not shown):
Z 6ETWUN TRACK Door instal1ation fasteners should be a minimum #10 X I~"
/ MID J.AMa ~ :!fr- ~ .
wood screws, Illstalled through the window into Ihe bucksuip.
I EXTERiOR _ <:> Door may be shimmed as necessary, provide~ a minimum
i l ~ <: screw embedment of 1*" is maintainoo in the buckstrip. Door
1 ~J.t.~~~6~ ~ r.6' ~ IF NECESSARY. fasteners should be located a maximunl of 4" from each corner
_ If' PER CODE . . .<I USE SHlMS WHfN and maximum of 18" O.C. The width of the buckstJips should
. K~N~~:G&::~ be nO less than the frame frame of the door. Buckstrips should
TRACK V be in,ialled using minimum f6" X 2~" masonry screws, to
maintain ,*" embedment, and be 18" O.C.
I
. SEAlANT BEAD
v
HEADER _~ 1 SERlES II !NSTALLATIO:--J DETAILS FOR NON-IM?ACT, fLA."IGE, AWNING I
.~. . A02/3 ATW II WC'iDOWS IN WINDZONES OF 150MPH OR LESS (per FBC 2001)
,.-<1
<<... .
. <1 . .' Buckstrips must be set in a bead of sealant. The exterior joint
'. r. - . bemeen the buckstrip and masonry must also be sealed.
~ I Buckstrips shall run the entire length of the rough opening. A
EXTERIOR INTERlOR buckstrip is not necessary at the s!ll if it is pre-cast. All gaps must
, . PRESSURE TREATED be sealed. Buckstrips should be pressure treated yellow pine,
"~~UCKSffilP (t.4IN. li' spruce or comparable lumber. In accordance with the Florida
AS SHOV,N) Building Code, a taper, or bevel on the buck is acceptable if the
. I ~ SHIM AS NEEDED :,,'in~ow fTame is .fully supported by the buckstrip at both the
~ ' ~ mtenor and extenor.
· ! WINDOW . J
~ i llt\. fASn:NER If usm~4" thick wood buckstrips:
t.< - 'r- Installation fasteners sho'.lld be a minimum f6" X ~" masonry
17 screws, installed through the window and buckstrip, into the
II &;}t~~~~cii: ~ masonry. Window may be shimmoo as necessary, provided a
- IF PER CODE mi:1imum screw embedment of If' is maintained in the masonry.
Fasteners should be located a maximum of 4" from each comer
and maximum of 18" O.C. It is recommendoo that fasteners not be
installed through the sill of the window. The actual size oflhe
buckstrips should be no less than ~" X 2i".
Ifusing 1*" thick or greater wood buckstrips (not sho'^22t
Window installation fasteners should be a minimum #10 X It u
wood screws, installed through tbe window into the buckstrip.
Window may be shimmed as necessary, provided a minimum
screw embedment of I~' is maintained in Ihe buckstrip. Window
fasteners should be located a maximum of 4" from each comer and
maximum of 18" O.c. Tt is recommended that fasteners not be
installed through the sill of the window. The actual size of the
b~ckstrips should be no less than l~" X 2~". Buckstrips should be
installed using minilnum rl;" X 2j.n masoruy scre\\'s, to rnai.~tain
li" e:nbedment, and be 18" D.C.
PLY-HOOD SERlES II
SHfA]'HING A02/3 ATW II
"'-./ ~. ./ WINDOW
{ ;//1 V-FASTENER
"~,,,:;:><~~s
.
EXTERI~_ i-----
FAC/lDE I.......
RIOlO FLASHINGJf -
(OPT.. BY O111ffiS)
~ Sv:.-~~ . lIT ACC ""'"'" "'" """
~ /: ?. BARRIER "1"'1 ~ MINl~ rFEX::~lOl>Jd
..;.: ~J ...JV
I < __'\~__~__( ~ ~ <' \r
~-- 11
~ru:xI8U: ~~~ ~
FtASHING l I I
EXTERIOR wtAniER . ~ .
RESi~~~",_ L, =__~
EX?~I\ "~~ r~'k
~ SILL
~ '~W'" [i]A'''",C^"
j AR.f:l:IlTcC!'UA.Al.
MAl'<lUFAcrVRi:.~
ASSOClA noN
~E:MHU
Tampa, FL e{8OC) 282-ll627.www.NuAir.com
1
.1ft
6'L III
i
The door depicted in this drdwing is iute.ndoo for use on typical construction. It is the
responsibility of otiers to determine if it is applicable. Additional flashing. vapor banie~, etc.
may be specifioo by the project architect. Wind and design pressures vary within each ,tate and
county. All products manufa;:;tured by Nl.lAir Inc. meet a minimum of 110 mph (R30 DP) wind
load requirements (per AAMA 101); please check lcx;al building codes for exact requirements.
I
SERIES 200' I
& 500 saD:1
FLEXlBlE PlYWOOD SERlES 900 I
FtASHING---.......... HEADER _~A.iHiNG PW & DPW
WEATHER ~ WINDOW
R~~- ~~ ("f ~~V--FASTENER
"',=-::::: flt~ :d~ff'1~ =,
/~u ,'Ie......... i
RIGID FtASHING ~ "'j ~ DRYW.ALL
(OPT.. B'l' OiHERS) :
I
b. INlUlIOR Y
r~ / /; ::;.
/// ("
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:.~:
HEADER
. ^
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0)/..1 .1::
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<~ -l l ':--Av- :
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,--' \,r""- INSTNJATlON. StAL It--. ~
HORIZOi'frAl. JOlNT~ . il
EXTERIOR 6ETWEEN TRACK' n
AND JAMB I ..". lIli
T ~ e
FlLL INTERIOR VOlJ) W11H t.. V . .
tAINIMN.. EXP...."lOING FOi'M
- IF PER CODE
. SEALANT BEAD
MINIMUM
11'
RECOM-
MENDED
<>
.~
1~1ECESSA~,
. 4 USE SHIMS WHEN
INSTAWNG. T?~...t
. . . KEEP PlU"'9 & ^ LL.YU-,
. -
TRACK
INSTALLATION DETAtLS FOR NON-LV1PACT, SLiDING GLASS
DOORS L\l \\1NDZONES OF 150MPH OR LESS (per FBC 2001)
1
Sliding Glass Door Installation:
Installation fasteners for janlbs and
header should be a minimum #10 x It' screw.
Instal1arion fasteners for the track should be a
minimum It. masonry screw. All fasteners should
have an embedment of at least I i". Fasteners
should be located at a maximum of 4" from each
corner and 18" D.C. for screws.
It is recommended that all screw~ be
sealed to prevent infiltration of air and water.
Product may be shimmed up to!" ifnecessary.
Weatherproofing:
Flexible fla&~illg should be bstalled in a
weatherboard fashion. The top layer should overlay
any tayerbeneath it. The weather resistant bartier
should then cover the flexible flashing at the
header.
The application oft.he ~"eather resistant
barrier will vary based on when it is installed. If it
is installed after ille door, it should be tucked under
the sill flashing and overlap the jambs ami he<Jd
flashing.
~ '~WR [i]AM'"lCAN
A.RCH17BCruRAl.
j =i~l~
Tampa, FL~800) 282-6627.www.NuAir.com
'The door depicted in this drawing is intendoo for use on typical construction. It is the
responsibility of others to determine if it is applicable. Additional t1ashing, vapor barriers, etc.
may be specified by the project architect. Wind and design pressures vary within each state and
county. AU products manufactured by N'.lAir Inc. meet a minimum of 110 mph (R30 DP) wind
load requirements (per AAMA 101); please check local building codes for exact requirements.
THERMA-TRU INSTALLATION
KEY DIFFERENCES CHECK LIST
Rough openings o.re 1/4' sMo.ller on eo.ch side o.nd 1/4 d sMo.ller on the
heo.aer tho.n sto.ndo.rd TherMo.- Tru rough opening dii"lensions,
Use only 0. Mo.xiMUM of 1/48 thick shiMS,
Predrill the jo.Mbs o.nd heo.ders using 1/W drill bIt, Pre drilling
increases structuro.l perfOrMo.nce.
Use only 2-1/2' wooel screws (#8 O-nel #10) when securing the pre
hung frO-Me 1;0 the rough opening buck, Drywo.ll screws) 'deck screws,
o.nd no.ils are Insufficient o.nchors, o.nd should I not be' substituted for
wood screws,
Be certo.in of the nUMber o.nd placeMent of o.ll screws securing -the fro.Me
to the rouqh opening buck. Consult the o.rchitect or engineer of record
concerning fastening the buck to the rest of the building structure,
CONTRACTOR TO PROVIDE A 1 x P,T, BUCK STRIP CONT, AT
OPENING SIDES AND HEADER,
** 1 x BUCK STRIPS ~ILL BE ACCEPTABLE PROVIDED THE
3/168 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS
SHOIJN, THE T APCONS ARE TO BE CONTINUOUS THRU THE
DOOR FRAMEI. 1 x P.T, BUCK STRIP AND HAVE A MINIMUM
OF 1 1/4' El"lBEDMENT INTO THE MASONRY JAMBS,
rt ;lhlt~
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& CREATED 01-02-02
3
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. ENGINEERING, F' A.
P.o. BOX ~ .. APOLL.O 6EACH .. FLOfi(IDA .. 33612
~ ... (el~) 645 fDt66 FAX .. (&13) 64& ~~
e6 4&lfD tC'lMESE DRAI'IlNGS AND DESlGNS ARE THE JCINT PRCf'ERT" OF D~NSCO ENGINEERING. P A. AND ""r.E
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4 50,0 ~7.0
6 SM ~'(.o
6 ,50.0 om
6 50. () 54.2
4 50,Q 51.0
4 50,0 64.9
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4 SO.O 67.0
4 M.O 50.7
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53-1/SI1 26" G 50.0 61.0
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37ft 4 50.0 sa.B
53-116" 33-3/8" 6 50.0 60.1
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A ~ NO. OF ANCHORS PER HEAD & SILL'
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~P~PAR~TI:ya A~YSIS=(lliAB!
BAS!:!) ON Pit. ,..1130 OP 0741-95
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DE:SIGH LOADS = +50.0. .43.3 PSF
WATER INFILtRATION Te{lTL':1.B PSF
!6S'f~O G~SS :s Dsa ANN!:AWm
, 24"
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21
22
NOTES;
1 THIS p/toOVCt IS OESIGNEO /oS PER ~ ~ F\.~M fAA~OlNO COOll:
. \994 EOmolf tOR IoMI.ll-DJDE C01IHlY OltZOO\ nOillOA tM\.DlNO COOt, .
At.50 FOR \'11/010 lOftDS ~. />tR,mr 7 tlsmc COMOPONO!NO lo,lJ)!t. .
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ORESSING (;)~ S1tJC:~Q.. : .
nmltlfttOt( MA1tElU.r.. MANF./SIJPl'li&n/REldAIl1IS
f'MHIt HtAll 'Q~"TS ..
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-_ ",,,,, ...:""', ~;;ii "auc<<s Nor BY LAWSON INDUSTRIES. MUsr SUSTAIN
" LOAOS IMPOSED av GtAZING SYS'reM AND TAANSFER.
THEM TO !HE BtJIL01NG StRUCTURE.
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TYPICAL' ANCHORS: SEe- EL~/CHAR1: tOR SPACING 11
, ~/1 t;lct TAPCONS la
000 28V WOOD eUCi<S OR WOOO smUCTURE' 13
, , n MIN. p~NETAAnON INTO .WOOD ' ~:
THRU 1m' WOOD BUCl<S INto t!ASON~,( O~ OIRECTlV INTO MASO~R'Y' 'IG
1"'1/4" Milot. EMBEO INTO MASONRY , . 17
.
SJMtANTS.l ' . Ie ,
EACH VENt CO~NER StALED WITH WHlTE C01.0RW SE'AI.ANT. ." ~~
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. & @t H1QP01NT 'Mil au ,~t.
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~l ..,.., ,'f . . ......M~ . ~j..h~l.
R tMrz '!a.SiC ,0.3 2CU
I' ' . "'''13'1''' ts. .. \- 6;',; . .' ... "~C . ..
., silva 1"6;i'~. t.' f:r,' .
\f.Ul'. U,) 203.4
. ...., u" . It W,U.ftUH '. ",.
~ ' U.1I1 U 6J.J, IU.C.
'S7 ' '52 . 6').3 .. 'U'ii
. "Uti U6'trtffC'4 t f & .....
&l.l/. toJ,) . 'lU
Jt'.!!! ...JH ~t.M.
Jt-lf~ " .. !l:!..... ~...'~
n t1J 6", \~
gj:',i. 6. J. '11 ..-
1M/a 61.1 IllU
2B:,ii 14-1/4 . 6j~ .. HI ,.n,i1.1t .
it 1'1" e;,i n.s
. '" .utJ.,UI.
U.1J8 6U 61.~
tltt.l~ PAACt/tliUIS 1II11lt'AlU tHUF
;'NCIiCl\lI PltI'I 1M-lit
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1 1;
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8:. ~ ~
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a~
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tfYP1.
~ &~U2" MAX.
11 '(P.l ~
~
l
/
///.
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CfJ./ .,
oJ
Ii
J
" '
~f~/
C? if
L It IP,f.J
WOOD BUCK
tr--
ALT. SJLl...lit;Q110f'!
~lEVAiION
~N FRAMe
SIN(3~ HONG WINDOW
\.4.1 ,
NorEj))
1 'tHIS.WINOQW SVSTEH IS OU1CiNEO ANO nsno TO COHPL v wrtH THi
RtQUIIU~ENn O~ THE '9;4 DACIa CO!JNl'Y EomON 01' THE SOUTH
PlOAIt)A 6lJl~OINa eQot 19,;:,a,C,1 CHAPTE:R 4. CHAPUR 2), CHAPTliR n.
UNDER THIt SPlltlfl,lC CONDITIONS SHOWN on tHIS CItt\WlNCl.
l. Z lC woon OUC/<S SHALl. Be IN9T^I.~!iQ (>>nBV !.AWS~ IND,. AND MCf111flf(3
so THAf THE GlJtlOlWG RESists THI SUJ>ERIM1GSEQ lOAOS \If ACI:ORIWtCE
WITH R!QUIRSHENiS 01' 1nt. s.p.a.c. .
) ANtHOa OdCRI9~D IN flU I.A'fl)lJ't ARE AS PfR nal' uniT. atHtR '
CONOlfltml '\'0 ae: (NOl"'IiB~D Se'PARI\f!C.'f.
I. ANCHOR COHOlfltJlols NOT otstRl8!D II' THIS DftAWlNG AAllQ Ot ~QlNU~EO
(lH A SITi SPICIFlC BASIS.
............ ~~.JiJ'" .....,...
-.. ...-.--.
.. . ~!J"''' Mlloh. . litO U1.S.
f:;yOlSll \)\" MJU. WOOO EI'lBED
TYj). I till 411 MOM (O~NEstS
4 A.d" . t. @lHIJ}I'OINT
, ............. <lr~lCIPT'1
.......... , wooo au(\<
, . 'II~" HAX.
~, r' GffoH J
1j9" .
' :A, I " ,.{.- to" 1/
@@ I~' '0 T.
t "- ...-Cll:AR AOHESN! (J
3m".ANN. BEOOING COH?OVN02lC IP TJ
ouss-........ WOOl) BUCK
:?l1;JiM~Q ,
f
, I
/'U' 15
uX:-f!~~ -~'V lJ~
J @- Lir ' It, CiOl UJr
. ,- ~ \ I ~--L
@ f' @ " H!.\WOUlY
i A l1 MttnNQ RAIl..
i' I'
" ~ ,I
.~};~:~ ~.
il ~"2.299"
'@ G r;l . ~ ~~t!f
.6'i~~--, ~ ' .. l .
. ,
......-. .
t 1C [P.'!'') WQOD BUCK APPROVED M COMPLYiNG \'4fH":~
NOl' 9V LAWS~ Itf() S R.ORlOA ~~,.....
t1UST susta\lkIKPOta:tJi.if6 ,~~ t "'1.\.
LOAOJ -'-*......:1'..
B'l ' ... ... , /' \....:.-
, PIMJOOrCOmROt.olVl~
· eUlClllCOOOE COMl'UANC~ ~fFlC;&
:- ACCE?tAAOliNo. Ot~lIb'; 1 ....
'4 ':! U
;: !3/1&~ ~ r APCOl'l
Ise;€SCHEOUi.e'
. BELOW FOIt NUI.u~eR
D~ At;tCfUfftlH
- :r~lIt.~'
-'-" HAl<rf-<' tl't'P,1
t'tYP.. (
:; -- l;
~
~... r
,.....
i~
e~'
~g
-@ 3i~
o ~\l.l
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:;,1-
a
.... 111
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V:
t\~
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\
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~
~1
... @) " -"MJ'
~ll"~'
eHSro.
14
.I
f
\ "
1\ .
1 \ .5
/ '
////
///
op/ '/
-- '
"
"7
'. ../'JL \Yl
. gr r:-
.1lS" Gt.AZING@O
Q!PlH (BITt}
WINO!)"" WIOTH '
'II -
/ ;
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<II
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oS
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1 '"
1.1 -C 4"
I ' ITYP.l
&.. HAXo
(I'V....
J
I .J
elEVATION
ftANGE fRAME
stNat.e HUNG WINDOW
.1t.~"
L- ~ .6';"
f'7;:'\ II~ ~"
~t) I ,W
)~ . \i.;. t1.rAA AOHE$Wt:
Bl!()OlNG COMPOIJNO
e
.
@)
@
~
.4 4 ~, 4
., ,14
. 1-1-)/4~
4 tHeEb.
..;/.... . ~ .
"
'4 ..
4
. ..
1;1/6" MIN.
'!;D~~::!JT'
J/I6"c6 TAP<OnS
~ ,.. fROM I;OItNEAS .
II 10 B.H.li.
1$10. HI>>. WQOO tH3ID
~ ,.. filCH CO~(Rlt
Z IC !p,r.)... /
WOoo aU(~
I;iEAOt.:ft.~ SILL SeOTION
NorESJ , , .
t. 'tHIS WINOOW SYSTeM IS O!s.(QNeO AND nsTt:o TO COH?I.V WiTH nut
MQUlAtHUlTS Oil 'rHl \994 OAO! COUNTY .EOI'rrON OPl'.Hf: SOUTH.
fll.OJ\IOA eUI\.OIN<J tOOl! (S,F.e,U C.HAf2'1'1iR to, CI{APUA 2~. CHAPTtA 3&.
UNoeR 1M&: sPtC!?lC 1:0NO/1'IQNS '$HO'..,/-I Ol~ Tiil1i OAAWlt(O.
2. 111 OR lie WOoo 8lJtX$ SHAl.1. (JUlU At. L lts iNor8V t,;AWSON ~J AND
ANtlfOAEO SO THAt TK! BUH.OING RESf$TSTH! SVP!~MPOSEO lOADS Itf
ACCQlWANCI wn.. REQUI1UM~NiS Ot' ,\991. sJ'.a.e. ' ,
:t. AN!HOA tlESCfllGCO It-t THIS I..AYOUT Mil AS p~ UST LINIt,OTl1tA
(ONomOmTO~ ENGINEERED S2PARAT!f.Y.
~, ANCflOlt (ONot'tlONS NO'" ~lSt1J IN THIS ORAW>>l" AilS YO !II Effi31NWUD
,oW ^ SIT! SPECIfIC 8MIS, ' . '
'.,. J>d
i~~
.11\.
"ID rV'''HA~.
I $I'Hli
...... C> !;Pmtif.
k
~ ~
II?S"
J. .i:t.lIoo4. ~ t
...~....;
I
. 70JOH_W. 31th CT.
rn, A AflATS O'N MtAMf. tlOftIOA 3.1141
, , ',' y y "(.305) 696..8660
; .,' ffDUSTRJISalHC
MAMJ'ACTURERS or WINDOWS " DOOHS
~"
! .
i
t
;
!
;
:'
ft
6~ I
6'T -,
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6'
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\
THERMA-TRU INSTALLATION
KEY DIFFERENCES CHECK LIST
Rough op,enlngs o.re 114' 5Mo.ller on eoch side o.ncl 1/ 4' sl\'H~ller on the
heo.t:ler ~ho.n s'to.ndo.rcl TherMo. - T ru rough opening diMensions,
Use only 0. Mo.xlMUfYl of 1/4' thick shiMS.
Predrill the jo.r"tbs o.ncl heo.clers using 118' clrill bit. Preclrilling
lncreoses structuro.l perforrlo.nce.
Use only 2-1/2' wood screws (~8 o.nd #10) when securing the pre
hung fro.P1E.> to -the rough opening buck, Dry.wall screws) deck screws;
o.ncl nolls o.re ,Insufficlent o.nchors, o.nd should not be substltuted for
wood screws,
Be certo.ln of' the nUMber o.nd plo.ceMen-l; of oJl screws securing the fro.l'le
to the rouQh opening buck. Consult the o.rchitect or engineer of record
concerning fostenlng -the buck to the rest of the building structure,
CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT
OPENING SIDES AND HEADER.
** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE
3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS
SHOWN. THE T APCONS ARE TO BE CONTINUOUS THRU THE
DOOR FRAME{,l x P,T, BUCK STRIP AND HAVE A MINIMUM
OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS.
.t.. ' . (...,'
Ft -1'~ Ir:f
I U6' 6L III 'I
J:,'(:.."
3.' · ~,
Pi fr 1 .; ~,
'-,l-16' 6L I I I I 1
r... .f../t
. l'
l' I r .. ~~'
'I
I ~ I I 1 J'
-~
SPACE
EVENL Y
-I-' -
- - -"...-
SPACE
_ _ EVEN1:r_
iI
I'
!
'-16'6'1111 I'
hl liJ ~~.
6' ,~
6!j
1-16'6,rll' II
16;' ~il r ~i
f.,,J r:.. ~
I
I f I I 1 16'
I l!i
ili~
f.....i.h
SINGLE DOOR
SINGLE DOOR IJ SIDELITE SINGLE DOOR 'WI SIDELITES
3'ttlr~ ~
6'L III I' ~
1'. .. ':l' I
'1 1
t
(:..'6'
.. t.<'
3' _~ .,.. ~
t I I t I r~'
-I ~
1
(
fr
........
I_~e
t
6't: -; [[ I [ ~
df t~ ~
.6.1f;
DOUBLE DOOR ~ I SIDELlTES
~
6'L I
~' ~,
1 1 I
,I i I
I
I I I
-~.
SPACE
EVENLY I
-f---.. I-
I
- -='..
, SPACE
P EVENLY
-~",
if~
~ -- .
~
~
~,
./
"
.e1~N VIEW [1 GIIANt"H:ALEO GLASS
. 1x1r~i[~aBUCK
;-3116"0 TAPCON ~~nOlJ1VAAll.
4 ~:.. :~OM CCRNtAS ~NUANW= SUMM~JjX
.. lutFERENtE. pT1...,no 12-SMn
· ~, lC 1M.. T!5T SI:U. 5)..tl8'" X ""-111."
· ,/. WOOD St)CK TUT LOAOSI .~t..5. ,,94.S PS~
-............. ____ 1/1.- MAX O!i$IGN I.OADS! .63,0. .6).0 PSt'
~ r' SHtM' \"AT~RINPt\.rRArIOl'tTESTl 9.5PSI' ,
.' .~, ............., rr:nEO G1.ASS. ~~..ANNtALl!Q
HA:<. JAMa SCREW SPACINCis 1S..:Ur." So 17-3/4"
N.On.IMPAOf,Rl=SISTAN'(
~J1 e.MlNf~~O GlASa.HD RNt.
wmoow COMPAANnV~
, ANALYSIS cHAn.....
WlNOm D2StGN LOAD OAPAenV. PSP
~I WotI08cI\tM'8IZ1cWOgl)~ ~Ul(WG.o!)eucl<) iAPCONS{1l(WOOQBUCI<)
~?.J~ ~J on'. 01 JioGirlYIl tin-ArM: Q1''f.01 P051'N'! tltltAtrlt 1~~t:J! PtlllflV( IitpATI'I~
n-va u;s taM '),J lU'-' $I.) ZU,6
,....~~"'''" . ., . ..........tM': 11...... .. . .. .
~4.H.' u t1I ,...M,~ ... ,.. .H."? m . !?:J ' t~A;! I') _.'.?:!...... ,.1?!:.1 .
. '1" &H - . ,,4.1 ... '~h h ._141. .P. IlU
:r.).1I11 ll),) 19.10 SA.6 ~2.0 .>.) Of.a
\J.l/& S),) IU,1 UJ 16U 61.) lftU
24~tli t I" lSi,; .. I~' ii9."" {51 to 6),1' t,i;.; . 6 ~'tfUi1 t. 'y,Ji:f
.. 'l' 11..2/1 If "-&;7i f, ui:i ': &iI3' f . ';u.:i f 11t !hlla'ii'" 11;.;
.i:sii .. .,:, . i;'l. u. '..1 !i:-S' ~~ 6).) tit'
It.1I1 n.' It.., 6U 1U.4 UJ. IlU
~~ ........v H.".............. . ,...f ,. "'U' . 'In .".
.~~~y.1t lilloII' rs. '1~... U';'. . III h ..!l:!..... ... ~ m &,H. ~l~'
)f n:l n.' au 6M &:U &'1.4
.. 'HI U '~.I'\4' H . _,.. .. . . . ... ,. . "~. -, .... ~.H"
n.lI. 4U au ... , II),) IU
.t?:,~(~ . ~~'?:!If'" 2~~t!.. '~~~l~ "H'~''l. f . ~~. . u~
,a.II2 n.' ' 14M 01,) 94.0 L\U uM
\"~., H sf, (61 '.',:.'1', '~'\O'j.9t" (&1 ij~l' &'.3 ttit "~&i.;~ .',ii'
t In IJ " . ......,...... . . ...'h"'..." 'h~ .
ALT HEADER & SlL~1 SEOTION ss-tlll au l),l su ~u ~,,' 4Ut
.~_ . ._~tt. ,.... ~. . 1MJf. sU 2"" ~U. 13U 6).1 "8.1
'i,:vz 0).1 1$),4 . ... 6'i:i'" , ,,.';;;i . 6':' 129.0
...."'..... 63: ('I.....-n. "'f4,.t1't~ . I'J ~) H fH1 It I
;n .", lGll.1 6U 11.9 6~Y.3 ~M
iJ-vlI' d.) .t.., . s,~i" . so.t &U U,4
. 1f.1,. ,).) In.:s 6U \IM 6U IH?
t20_1Ii a12 130.t .63.' ... 'Sot. ... 411) 'OM
. n 'ft.-V<<-. m 'en ":8" 111 n.! &~o. l~) 6)1 1u"
fI~.mpIoliMIIUllmI)\(Amm>,~p 'n-vi ' n,6' . 59.' . '-. 'ib' ,.,i.
AlleMonS fl'" J"~ .
,-..
..e
. . ~
" ~ .
4 t
" . *
" ., .
i
-!
I
~
I ~ I t I ~!
I 11 11,1
T T
1-16'
l6!t
II I llh6'
l~
6iT -,
, J6-1
3.1 J~'
-... .,
-sli
~1-
~~~
DOUBLE DOOR
, & CREATED 11/11/02
120 MPH
3 SEC. GUST
r
D E' D'ANSCO
, ENGINEERING, FA" .
P.o. 60>< 3~ .. A~LO eEAC4-4 .. FL.~fPA .. 33&12
~ .. (813) 64& 0166 FAX '" (&13) 64& ~~
ee 4&Ji) "C' niES!:: D.~A'lMIGS AND DESIGNS ARt:: ThE Jo.ST PROPERlY Cf OANSCO lNGklJfERIiIG, ?.A. Ai/D l11E
\'VCUlliT em THIS PROvtCT, ANY RtPROOIJCnOS OR iJNAJ;wRZEO USE IS PROH!Bnffi. - 2003
"'<:~,
LENNAR f-oIot1ee
&cALI: NOTED
,DATE n/~
DOO~ 4 LUINDOW INerALLATrON5
TAMPA Dlvt6fGN
D~u.N B.V.
\....
. Pi: JOe NO. Ft1 ... ~,
.A"
&DW2"'L
!l.r..\ll.
11<M '" ":(.1" ~tQo. ctS(l\ll>'flOft
t t.m. . ItAl~UA,Ujt tICAl)
I L.llOl . tt~flt.U1t~L
a t.1\n , fVlI<<fIlAtlt l~' ..
4t.'liU'~
~ ~::~ ; ~~ ~---~--
. L-liOS , ~tlfnO"""" S1ll.
, t-ltO' , r9AtltllnOMll.'tut.
10 t."U I YCIlf1<1l' ~AlI...lto.
II t.m. I V'ltnOf~nA"
~ t-un I. liiyt>lfJAIIIAAI\,
I) tilt" AHtG'\1 ~w.. lit' ~
It l.,I14 AS HO'O. etA I
. \) 'MeJ' AllltQlI flWl! WI
" ft.OIt AS kt~ a.11AU4 IQl/ Wltws
II rs.c1t. ul!tQ $It#t\..T1UJI~
II t..'l1,1 AUttl'll ~llIU1Jlo Vh'l1. WU1'
\t l'\Il,on' ~lr'1) Q/ 5 CAt ~'fl(a.S1U'
at ~1IS4fS AS QtQ'll. FlllltA W,,,,~.Slllll'
11 'W~~t A$lWl1l.IllltstAt ~IIWI.stlll1
n l.,llt d Iltl\'ll r.xttAl~ fAK riVNt~
U l.ll\) UfG1J. RiltMll tAU( tfUIlIJIl
It t.11:1. U!l<<l'll. SMllf.u#~C IhVt/<<lt.HtAA"
It t.,n I 1~!QIIl1ll(Jt/C^M
lJ 'Am 2 1~1if SIIll'
n l.tI" f &1l1l1l5 tAtA! 0)t.\11(t
a t. Hl2 AHtQ'O "'!;Ill lAt(!l
. if t.11U ^S~t4'O 'ltUtt^1tIt$l'RlI/1I'
If liliC~l-l . . GUU "I!.Ill tlf
" Su(h1." l(ntt1/ CliA~ t
II 'l.IlU I PAQO\Jt' LAC"
3/1 G" ANNeAlED GLASS
~~~BUCK .
STAN~O RAt\.
~~~~$UMMAAY , ,
A ri:EAl!Nt61 l'Tt.-llln IZ.8-'91 ,
TaST SIZI!I !JJ-tta" X i1,.1/4.
teST LOAJ)1h .6?$, -6').S PSIS
~~~I~Ol.gt.Af;sl ,i~~,.o:;J9tOAr~~ _
H.\:< JAI'lfJ St:AlW SVAC\NV11S.J/1o !, \1-)14
. NDJ.l-l!lAPACrRES1$TAN!
3l1t<ANUEAlOl GlASS.STO 1tA1\.
WlNl)()W COl<S?AAAilVS ,
NlAI.YSlS aHMT
-- - cest<>N LOAO CftS'ActTV. PS?
MIIO~ DU!:Ill 1APC0N9 tll(WOOO Eltx:>> 1N'OOtlS ltl!WOOD OUC}(J
t'\I~e.'fS :WOO!)OOIW'tS~~ on'. III POC/llvt /fUll,nvt
1J1lllli littll1ff 11'1, III ~o~nvt lillll>1Nt i~~ 1IC,lf1VC ktlllltwt .mli"
. ':;';;',<i '~;;Hi ibiN'i n.' 14U
,., 11"" ..U fU..c. ... u?;..-- ~l\..n"'"
"...tll ~~. .. "'... . .;.)~.. tol.',r '1' \t,J~_
ii.112 III tU, ,~2;l... In ~. ,u . ..;.1- ~I 6U' IH.~
........ 'ts .3.1 \tJI.A _~ ..tfH'~' .-
..'1. _ '~<4~~" . ;,i, .. s".,,- 'toO- .6).)'SA
SMII _./ 4).J 0.. 'It" . AJ,) UH ,
t,..,." ~'..I t...~.l,.t.~. . u.,..... '....tnof- -~,~; U,",1
. ~ _ U.... .).i.tt"t.1 .. .~... .. .........
tlolll . '1" .,,'l....__.. m .. ... -..' m IJ.J m.~
~... . 1&..)(' JI r)Ji ttf-' ~ "l~. ...1 ~4 __ . u,.. .
'.?.. . , iJ," ,i.i IU 1...1. U) "..1
If.v. ".t I1U U.) ~
IMil U., Ilt;t. ~ ,M .,......... -i{........ 'iJl ~....
.........., '" ill' 11~ 61,t ".t nJ'" .......00>> ..-411'" ..
J"1fl So.SI' nl ..... '. .. ....I'. . m 61.) 6~f .~ H,~,
)'J' "..1. .0.'.:.... ~_'~ w<.~, fe.. ,L..;.l. t& iM S$."
. ii:i;. S.., ~~c. . ,~ '14.\ . I'.' t1t.4
\t.V' ..~;'.. . \!~~... . l).J . ..... . I. u;t;~ ~"ut~G' .
~ 1i:iii' "t~l 61" m,1 (4).. 6t:S . iu" Ul 6).1 ;.;:,'
- . i;' sa . ~':~. .. J!:.t . ;(." I iij t>. $'i3 c,>> ..Ilt:,
',t.v. H.' lM UU' n.' 11U
\t..tlt ~ &~.J u... -Jl'" ",) l';.J '-iU U "'."..i
'Z,.;il' U.1 ~~!:;.. m ..,4).) 1U IiI ,',3 n.J
;j ~ II 11l I.H ~~) ~:;~... ." . ,.,t' ...-;:.....
',i:i,0 u.. ioU III.t ',~. Il~1
IM/I . ~.1' .J!!:.l ::; IU ... ~'J':i.'" . ;,',$ ~
1i.lIt 1"VI. III In un III 'u~: :,,:, 1'1 1:1.) 1J.lo
il . "..) w . .... .~ .. . ~: .' .
llll.tUIIAllmtl<1S1S\Ilb1(All$l<o.ef n.vI '
~ltr.cl\'.1 p tit I~a
'~:Z2.qgf~Ge FRAMe
SlN~l.e HUNG WlNOOX!iSSr.
~~:f~ illilT ~iOjW.NCe SUMMAfr{
,.! .'1" . I Cf,Ul)O/l rn,.. t~n~ I
Fl',' ., TCSf ~%t. U lI~" lL 1/1,.- 'l~"'Ht.l I' om I I
l .J ItSll~os."u......sPS'i"Of(hWo.e1la<
/, ';i _r.;'\ 1l1llCll~IlA{ls..n'..nAI'S
~7./.,; r ~ W...ttlllIUlUll^Tl0~Tt~'"UPSI'
i ~,"'/" ' tUtt4""''' .,n~...-~\JO
ll' ""lC. JAM &tlll>t SPACIIIO' \$.)A' ~ If.U~'
'r Ql~~;I~r.ul.lllln
J .I.~' BJ.S(IIQltri\;un .- I
la~ tnf 11:(. U IlI.,n ""... n..~U'Q\1~}~1
,~". I[SHCA01. otu..n,,,sP II' OIl" vo.........
L cp '( 1l(SIl>>I1~,..I.~.L"'PSP
C ltS'fO OLAI$. ~. ...~o~
HAX. JAI'a ,tt<tW Sl'A~ "1~.1I"'" ".1/t."
IftV'.C>BA'II'lIIQoPt1'04J1..(O".' . ... .w
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SUB CA TE60RY KANlJr"AC/ilJRER FL # EXPIRATION DATE PRODVC T CATEGORY SVl3 CATEGORY ~1NIUF AG T1JRER PI.. 1* MAN\JF AC T1JRER FL ll' EXPiRATION DATE ,
.'~"'-'-'_-:.o...-~o..-"""'",-~~",,,,_<_ :",,,''',<,,,u',~ DOORS NOOO ENTRANC-E
::?TRlICTURAL COMPONENT CONNEC TORS (MASONRY/CONCRETE) S! MPSON STRUCn.iRAI COMPONENT CONNEC TORS (MASONRY/CONCRETE) LISP LAYiSON iNS. FL 122<1 12/05/2005
STRUG1lJRAL COMPONENT HET A20 .- - ,,""-"""'''''' ~--~'IOI0312005 FL e>21 NINDOhS FIXED rllNDONS LAWSON INS.
SiMPSON FL 414 STRlJGWRAL COMPONENT HT A20 USP !0/31/2005 FL 1230 12/05/2005
STRUCl1.1RAl COMPONENT METAl 2 --.~- USP : Fi- e>5q 10/3t/2005 NINOOHS FIXED 01INDONS KiNCO FL 125
SIMPSON FL 414 10/03/2005 ISTRl.JC~L COMPONENT HTA20-1e> 0'1111/2005
STRl!GT1JRAL COMPONENT METAl 0 SIMPSC>N FL 414 10/03/2005 STRlICT1Jf.<Al.. COMPONENT HTTI& 'USP FL t'21 10/31/2005 HlNOOv-.S FIXEO HINDOHS BFTTER BIL T FL &1& PENDING
~ 1F-U(.-11JD.A'.. COl":PONENT META20 SIMPSON FL 414 10/03/2005 STRVC11JRAL COMPONENT HTT22 LISP FL e>21 10/31/2005 NiNDOv-.S FIXED HINOONS FLA. EXTRUDERS (M!LESTONE) FL 44 OQ/02/2005
19l~2[0c-llJRAL COMPONENT - . . -'"'-''--::;'''':"- WiNDONS FIXED HiNDOfr./S
HTTI6 ~l; Mf-;\<'b6H FL 503 iO/03/2005 STRUC1l.JR'AL COMPONENT L TSi"l IJSP FL. t'22 10/31/2005 6ENERAL ALUMIM\NUM FL 255 0<:;/24/2005
STRUGl1JR.AL COMPONENT HTI22 . 'r_"-"~._.'~'""_'cr-'~~~'_'~~,___ iJSP FL t'22 10/31/2005 H, NDOY-lS FIXED HiNDOHS 6ENERAL ALUMIM\NUM FL 263
SIMPSON Ft.. 503 10/03/2005 STRVCT1JRAL COMPONENT L TS20B 0<1/25/2005
STRUGllJRAL COMPONENT _.._--~.,,",,'" -- FL e>22 lr-lINDOJr6 fiXED HINDOHS GENERAL ALUMIM\NVH
L TTI'1 SIMPSON FL 414 ;0/03/2005 STRUC 1l.JRAL COMPONENT MTS2lB IJSP 10/31/2005 FL 10<11 02/04/2006
Sffi0C1l..IRAL COMPONENT L TUOB SIMPSON FL 414 10/03/2005 STRUCTURAL COMPONENT TDX2 USP FL e>i& 10/31/2005 H:NDOHS FIXED W!NDOHS SiMONLON HINDOfr./S FL liB 0Cl/1<1/2005
STRUCT1JRAL COMPONENT LTT!31 SIMPSC>N FL 4;4 ,0/03/2005 STRUCTIJRAL COMPONENT TDX20 USP FL.. ~16 10/31/2005 VilNOOHS SiN6LE HlJN6 LAY-lSON INS. FL 1225 12/05/2005
:STRUCllJRAL COMPONENT ~....',v__ [USP fL e>1& hINDOY'iS SIN6lE HlJNG KINCO
MTT200 SiMPSON Fl 503 10/03/2005 STRUCTURAL COMPONENT TDX5 10131/2005 FL 123 OCl/l1/2005
STRUGT\)RAL COlv1PONENT . . ':.:-~~~--..,..::::;~-,-,----",- .:..;....._:"".~--""'.....-"'..... - F L t'11 HINDOHS SiNGLE HlJNG
HTSMI& slHPSON FL 1423 12130/2005 STRlICWRAL COMPONENT LU6T2 USP 10/31/2005 BEDER BIL T FL 6&3 PEND,N6
STRIJC.WRAL COMPONENT - - .......;.,.^""'--,-',~.:...:-----...."" !USP FL ~1'1 10/31/2005 HINDOHS SI N6LE HUNG FLA. EXTRUDERS (MILESTONE)
HTSM20 SIMPSON FL 1423 12130/2005 STR1JC WRAL COMPONENT HGAMIO FL 42 0'1/02/2005
STRl!C llJRAL COMPONENT '-... VSP FL e>22 10/3\/2005 WiNDOHS SINGLE HUNG eENERAL ALUMI\-1\NUM
MTSMI6 Sl t--1PSON FL 1423 12/30/;2005 S TRUG TlJRAL COHPONENT l"A3 FL 254 OQ/24/2005 ,
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STRUC:lJRAL COMPONENT MTSM20 SIMPSON FL 1423 12130/2005 S TRUC ruRAL COMPONENT PAU44 USP FL t'21 10131/2005 SIN6LE HUNG 6f:NERAL ALLlMIM\NUM FL 16<1t' 02/04/200&
STRlJGnJR.AL COMPONENT , MSTC+140 51 MPSON FL l"lOI 0211t'/2006 STRIJC WRAL COMPONENT PAU6& USP FL ~21 10/31/2005 HINDOHS SINGLE l-we SIMONLON HINDOI^6 FL 204 0'1/22/2005
S TRUC T\)RAL COMPONENT '_~.__"".a:....=,,~__-.-......_.,,-,~....._ HiNDOWS SlN6LE HUNG
HD2A SIHPSON FL '503 10/03/2005 STRUC llJRAL COt-tpONENi PHD2 USP FL e>ri 10131/2005 ENER6Y SAVINGS PRODS. OF FL FL 1'150 03/12/2006
STRUC 1lJRAL COMPONENT .,.......~.::-'.~ ~;:::;..--.~~. HINDOHS DOUBLE HVN6
HD5A S i tvlfx.:;ON PL 503 10/03/2005 STRUcnJRAL COMPONENi PHD5 USP IFL e>n 10/31/2005 ENER6Y SAVINGS PRODS. OF FL PL 1'153 03/12/2005
STRl!GT1JRAL COMPONENT ".<........_J_ HINDOHS HORIZONTAL SLIDERs
HD6A SIMPSON PL 503 10/03/2005 STRUC1VRAL COMPONENT PHD6 LISP FL t'11 10131/2005 LAY-lSON INS. FL 1226 12/05/2005
STRUC TVRAL COMPONENT HDe>A SIMPSON FL 503 10/0?/2005 S TRUC Th'RAL COMPONE:'NT PHDB USP FL e>11 10/31/2005 HINDOHS HORIZONTAL SLIDERS SIMONLON HiNDOHS FL 203 0Cl/22/2005
STRl!GTURAL COMPONENT HDIOA SIHPSON FL 503 10/03/2005 hlNDOHS HORiZONTAL SLIDERS K1NGO FL 124 0Cl III 12005
~muc TURAL COMPONENT l-i17 1 4~\ SIHPSON l"L 503 10/03/2005 ~INOOHS HORIZONTAL SLIDERS BETTER BIL T FL 010 PENDING
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S TRUC llJRAL COMPONENT HDI5 51 HPSON FL 503 10/03/2005 HORI20NT AL SLIDERS FLA. EXTR\.!DERS (MILESTONE) FL 43 OCl/02/2005
"",' S TRUC WRAL COMPOt\ENT VSP Fi- e>lo 10/31/2005 Iw NOONS
STRUC l1JR.AL COMPONENT HeT2 SIMt=>SON 10/03/2005 RTII HORIZONTAL SLIDERS 6ENERAL ALUMIM\NUM
FL 4"14 FL 254 OQ/24/2005
STRUCT1JRAL COMPONENT HGB SIMPSON 10/03/2005 S TRUC WRAL COMPONENT RT20 LISP FL t'16 10131/2005 hNDOHS HORIZONTAL SLIDERS GENERAL ALUMIM\NUM
fL 414 FL 16'18 02/04/2006
STRUGT1JRAL COMPONENT HGT4 STRUGl1JRAL COfvlPONENT RTI6 VSP FL e>16 10/31/2005 ~INDOHS MULLIONS LAHSON INS.
SiHPSON FL 4-14 iO/03/2005 FL 1221 12/05/2005
STR1JCTh'RAL COMPONENT L6T2 SIMPSON 12/30/2005 S TRUG ThRAL COl'1PONENT RT16-2 USP Fi- e>lo 10/31/2005 \r.lINOOHS HlJLLlONS KiNCO
FL 1423 FL <15'1 11/04/2005
Sil<!JCTv'RAL COMF'ONiSNT MeT SIMPSON FL 1428 12/30/2005 STRUC~LCOMPONENT MTHI2 USP Fe.. e>20 :0/31/2005 HINDONS HlJLLIONS FLA. E.XTRIJDERS (MILESTONE)
~.~o FL <114 PEND I NoS
STRl!Gl1!RAL COMPONENT HeAl 0 SIMP'"~N FL 1423 12130/2005 STRUCl1!RALCOMPO~T MTH16 LcSP FL e>20 10/31/2005 HINDOv-.S MULLIONS GENERAL ALUMIM\NUM
FL 1252 12103/2005
S TRl!G llJRAL COMPONENT HGAMIO SIMPSON FL 1423 12/30/2005 STRtJCllJRAL COMPONENT MTHI e> USP FL e>20 10/31/2005 l=XTERIOR DOORS SLlDiN6 LAJr-lSON INS.
FL 122e> i2/05/2005
S TRIJC. WRAL COHPONENT MSTAM24 SI t--PSoN FL IClot 02/18/200& STRUCT\)RAL COMPONENT HTi'l:b USP FL t'20 ior~I/2005 E:XTfRJOR DOORS SLIDING KiNCO
FL !26 12/05/2005
S TRIJC.11JRAL COMPONENT MSTAM3& SIMPSON FL 1<101 0211t'/2000 STRUCTlJRAL COMPONENT Mirl20 liSP FL t'20 10/31/2005 !=xTt:R!OR DOORS SLlDiN6 BETTER BllT (MI HOME PROD)
FL 561 12130/2005
STRUG 11JRAL COMPONENT HMct SIMPSON l"L 1423 12130/2005 STRUG1VRAL COMPONENi SPT22 LISP FI- e>n 10/3/12005 EXTERIOR DOORS SLIDING FLA. EXTRJJDERS (MiLESTONE)
FL 45 0'1/02/2005
STRtJCWRAL COMPONENT MAS SIMPSON FL 414 10/03/2005 STRUCll;RAL COMPONENT SPT24 GSP FL e>11 10/31/2005 EXTERIOR DOORS SliDING GENERAL ALUMIM\NUM
Fl 204 0'1/25/2005
51'1'<0c WRAl COMPONENi AaJ44 SIMPSON FL 414 10/03/2005 STRUG11JRALGOMPONENT SPT4 IISP FL e>21 10/3i12005 IFX1ERIOR DOORS SLIDING
SIMONLON WINDOWS Fll84 Oct/2212005
STRUCTURAL COMPONENT PHD2-SDS3 SIMPSON FL 503 10/03/2005 STRUCWRAL COMPONENi SPT& USP FL 821 10/31/2005 R=XTERIOR DOORS SLiDIN6 THERMO TRU CORP.
Fl 1110 1/20/2005
STRJ)CWRAL COMPONENT PHD5-SDS3 Sil'-1PSON Fl 503 10/03/2005 S TRUC ruRAL COMPONENT A3 LISP FL 820 10/31/2005 iFXTERIOR DOORS SHINelNe LAHSON iNS.
- STRUCTURAL COMPONENT A34 USP FL ~i& !0/31/2005 ExTERIOR DOORS FL 122'-1 12/05/2005
STRl!G llJRAL COMPONENT PHD6-SDS3 SllvrPSC>N FL 503 10/03/2005 GARAGE DOORS GLOPAY BIJLlDIN6 PRODUCTS FL 542 12/\2/2005 I
STRUG Th'RAL COMPONENT PHDi>--SDS3 SIMPSON 10/03/2005 STRUCTURAL CO~1PONENT MP4F USP PL e>21 10/31/2005 ~IERIOR DOORS eARA6E DOORS
FL 503 HAYNE DN. TON DOORS FL 801 : 1/04/2005
STRUG WRAL COMPONENT LTAI SIMPSON Fl 1423 !213O/200? STRUCWRALCOMPONENT LSTA/2 vSP FL t'1& iO/31/2oo5 ExTERIOR DOORS SHINGiNG JELD >>^EN I
FL 4'18 10/31/2005
,S TRUC WRAL. COMPONE'NT LST AI5 USP FL 816 10/31/2005 !ExrERIOR DOORS Sv-.iNelNe
JELD~>>^EN FL 53'1 10/3112005
- STRUCT\;RAL COMPONENT LST Ale> USP FL e>16 \0/31/2005 1=XTERIOR DOORS SHiNGIN6 PLASTPRO INC,/NANY A PLASTICS
PRODUCT CATEGORY CONNEC TORS (HOOD) SIMPSON STRUC ruRAL COtviPONENT iJ'SP FL e>1& 10/31/2005 EXTERIOR DOORS FL 1321 12/15/2005
LSTA24 SHINGINe
THERMO-TRU CORP. FL 1185 : 1/21/2005
STR1JGTURAL CO~1PONENT H2.5 SIMPSON FL 414 10/03/2005 STRJ)CT1JRAL COMPONENT LSTA30 USP FL t'lo 10/31/2005 -
STRUGllJRAL COMPONENT H5 SIl'-lPSON FL 414 10/03/2005 STRUC ThRAL COMPONENT LSTA36 [)SP FL t'lo 10131/2005
S TRUe. llJRAL COMPONENT Hl SIMPSON FL 414 10103/2005 STRUC 1VRAL COMPONENT MSTC40 LJSP fL 8n 10/31/2005
S~UCT1JRAL COMPONENT HIO SIMPSQR FL 474 10/03/2005 STRUcnRALCOMPO~T MSTC52 LJSP FL t'11 10131/2005 t
STRUCllJRAL COMPONENT HiO-2 SIMPSON FL 414 10/08/2005 STR\JG1lJRAL COMPONENT MSTG&6 USP PL t'11 10/31/2005
STRUCT\)RAl COMPONENT Hio SiMPSON Fl 1423 12/30/2005 STRUCT1JRAL COMPONENT MSTC18 I)SP Fi- 811 10/31/2005 I
STRUC llJRAL COMPONENT MTSI2 SIMPSON PL 414 10/03/2005 STRUG 1l.JRAL COMPONENT KCG44 USP FL e>22 1013//2005 i
S l'RUC llJRAL COMPONENT MTSI6 S! MPSON FL 414 10/03/2005
STR1JCT1)RAL COMPONENT MTS20 SiMPSON FL 414 10/03/2005 I
STRlJG l1JRAL COMPONENT HTSI6 S!HPSON FL 538 10/03/2005 PRODUCT CA TEeGRY MA:sGNRY HANGERS LISP
STRUGllJRAL COMPONENT HTS20 SllviPSON FL 53t' 10/03/2005 STRliGllJRAL COMPONENT NfM USP FL 518 IO/0Cl/2005 I
STRUGT1JRAL COMPONENT SPI SiHPSON FL 414 10/03/2005
STRUGllJRAL COMPONENT SP2 SIMPSON FL 4"14 10/03/2005 PRODUG T CATEGORY SUB CA1E6ORY MANUl"AG llJRER FL 1* EXPiRA TION DATE I
,
STRUCll",'RAL COMPONENT SP4 51 MP:sGN FL 414 10/03/2005 STRUC llJRAL COMPONENi !
SlRLlG TURAL COt-1PONENT CONCRETE LINTEL CAST CRETE FL i5e> 0Cl/1 e>/2005 i
SP& SIMPSON FL 414 10/03/2005 STRUCTURAL COMPONENT LOTT'S
Sl:<J)G l1JRAL COMPONENT SSP CONCRETE LINTEL FL 1441 03/11/2000
SIMPSON FL 1423 12/30/2005 STR1JC.llJRAL COMPONENT CONCRETE LINTEL ~IKIHA FL 1418- 03/11/2006
STR1JCllJRAL GOl'-IPOtiENi DSP !
51 MPSON FL 1423 12130/2005 STRUC11JRAL COMPONENT CONCRETE LINTEL COMHERCiAL FL ITI4 03/12/2006 i
S TRUC llJRAL COMPONENT A23 SIMPSON FL 4'14 10/03/2005 S TRUC ruRAL COMPONENT CONGRETE LINTEL MARiON MASONRY PL 2155 03/20.12000
STRl!G IlJRAL COHPONENT A35 SIMPSON FL 414 10/03/2005 ~
STRUGT\)RAL COMPONENi LTP4 S1.t--~ON FL 414 !0/03/2005 !
.
STRlJCllJRAL COMPONENi I GT2 SI t--';PSON !2/30/2005 PRODUCT CATE60RY SUB CA TE60RY MANUFAG TVfZ-t=R FL l* EXPiRATION DATE !
FL i423 I
STRUCTh'RAL CO~4PONENi M6T SiMPSON FL 1423 12/30/2005 ROOf'IN6 ASPHALT SHIN6LES SAf Materials COl". FL 1e>3 0CI/30/2005
STR\JCT1JRAL COMPONENi H6T2 SlMPSC>N FL 4"14 10/03/2005 f<OOFIN6 ASPHALT SHIN6LES CERTAIN TEED CORPORATION FL 250 0<1/24/2005
STR1JCTl.JRAL COMPONENT H6B SIMPSON FL 4'14 10/03/2005 ROOFiNG ROOFING TiLES MONIERL liFE TILE FL 500 11/04/2005 I
STRUC11JRAL COMPONENT HGT4 SIMPSON FL 414 10/03/2005 ROOFiN6 CEMENTS-ADHESI 'IE5-COA TINeS TROPICAL ASPHALT PROD CORP FL 1483 01/06/2000
STRUG 11JRAL COMPONENT LSTAI2 SIMPSON FL 1<101 02/1e>/200& ROOFiNe UNDERLA YMENTS TAtv:KO ROOl"INoS PRODUCTS, ING FL 1/44 02110/2006 ~
STRUC llJRAL COMPONENT LSTA\5 S'WSON FL 1'-101 02/)~/200& ROOFIN6 6EI'1ENT5- ADt1ESI VEs-<:oA TIN6S TAMKO ROOFING PRODVCTS, INC Fl 141'1 01/06/200&
STRUC T1JRAL COMPONENT LSTAIe> SiMPSON FL 1'101 02/1t'/2000 ROOFING ROOFING FASTENERS SENCO PRODUC is FL 2211 04/05/200& I
STRUC.Th'RAL COMPONENi LSTA24 SIMPSON FL 1'101 02/lb/200& S TR!JC. WRAL COMPONENT DECK-ROOf ENGLERT, INC FL 22&0 C4/13/200&
STRUCT1JRAL COMPONENT LSTA30 SIMPSON FL 1'101 02/1e>12006 .~
~
STRlJGTURAL COMPONENT LSTA36 SIMPSON FL 1<101 02/1t'/200& r
PRODUGT CATEeoRY SUB CATEGORY MANUFAG 1l.JRER FL # EXPIRATION DATE I
STRUCT1JRAL COMPONENT LSTI4<1 SIMPSON Pl 4,4 10/03/2005
STRlJG1l..IRAL COMPONENT MSTG2t' STRUCTh'RAL COMPONENT ENGINEERED LU"'13ER TR1JS JOIST FL :&30 02/13/2006 i.~
SI MPSC>N FL 414 10/03/2005 i
STRl!C T')RAL COMPONENT MSTCAO Sl'RUCT1JRAL COMPONENT EN61 NEERED LUHBER BOISE EN6. 1'l00D PROD. FL !644 03/12/200&
SiMPSON FL 1C\01 02/IB/2000
STR!JC.T\)RAL COMPONENT MSTC52 STRUCTURAL COMPONENT ENGI NEERED LU;vl5ER BOISE EN6. mOD PROD. FL 1645 03/12/2006 ,
S' Jv'PSON FL 1'101 02/1e>/200& [I
STRUCT\)RAl COMPONENT MSTC66 S Jv:PSON .'
FL ictOI 02/18/200& c
,
STRUC l1JR.AL COMPONENi MSTCle> SIMPSON FL.ClOI 02/1t'/2006 PRODUCT CATEGORY SUB CA TEeORY MANUF AC Th'RER FL it EXPIRATION DATE ~
ROOf' YENT:LA TORS SOFFITS KAYCANLTD FL 1'105 04/05/200& ~
~j
ROOF VENTI LA TORS SOFF ITS KAYCANLTD FL 1146 12/1'1/2005 ~
PRODUCT CA TE6GRY HAN6CKS SIMPSON ~
ROOF VENTILATORS SOFFITS CAMERON ASLHLEY BUILDINS FL 40& 11/24/2005 ~
STRIJC.T1JRAL COMPONENi HUS2& .
SiHPSO\{ FL 414 10/03/2005 OntER MODiFiED BI1lJMEN CERTA:N TEED CORP-ROOF!N6 ~
FL 4"'1'1 10/02/2005 ~
STRl!CWRAL COMPONENT HJS26-2 SI MPSON FL 4"14 10/03/2005 OntER TY'IEK HOUSE HRAP DUPONT ~
FL 2145 PENDING .
STRUC. T1JRAL COMPONENT HUS2e> SiMPSON FL 414 10/03/2005 .
OTHER 6LASS BLOCK PtTTSBlJRGH CORNIN6 CORP FL 250 0Cl/24/2oo5 f
STRUG T1JRAL COMPONENT HVS28-2 SI~'1PSON PL 4"14 10/03/2005 ,
STRlJCllJRAL COMPONEN, HUS210 S!i-1PSON FL 414 10/03/2005 ~
STRlJClv'RAL COMPONENT HUS210 2 SI~1PSON FL 414 10/03/2005 ~
STRlJCT1JRAL COMPONE\{T H6US2& SIMPSON FL 414 10/03/2005 ij
STRUCTURAL COMPONENT H0US2&-2 SlMPSO\{ fL 414 10/03/2005 ~
~
S TR!JC.1l..IRAL COMPONENi H6VS28 SiMPSON FL 414 10/03/2005 !
.:(
S TRue. T\)RAL COMPONENT H<SIJS28-2 SIMPSON FL 414 10/03/2005 !
S TRl!G WRAL COHPONEN-r HGUS210-2 SiMPSON FL 414 10/03/2005 ~
"
5 TRUC WRAL COMPONENT HLJSG2b-2 "
SIMPSON l"L 414 10/03/2005 ,<
~
::'.
STRUCT1JRAL COMPONENT" HUSG28-2 SIMPSON 10/0312005 I ,
FL 4"14 ~
STRIJCWRAL WMPONENT l'-iBHA SIMPSON FL 538 10/01/2005 ~
~
STRVC~LCOMPONENT ITT SIMPSON FL 414 10/03/2005 I
PRODUCT CATE6C'RY ANCHOR SYSTEMS SIMPSON I
STRue.llJRAL COMPONEN-r heDGE ANCHORS ;1
SIMPSON FI.. 402 10/01/2005 t ~1
S TRUG llJRAL COMPONENT SLEEVE ANGHORS S!MPSON FL 402 10/01/2005 $
STRUGn.JRAL CO~1PONENT / - ~
DROP IN ANCHORS SiMPSON FL 402 10/01/2005 D I: D ANSCO -'j
S1RUGT1JRAL COMPONENT THD TITEN HD SIMPSON FL.. 2304 04/0&/2000
';
S TRUG T\JRAL COMPONENT TIN T! TEN SGRJ:H SIl'-fPSON FL 2355 04/30/2006 I
& CREATED ,
04-05-04 ENGINEE~IN<:J, FA. ~'
P.o. eox 3~ - APOLL.O eEACA4 - FLOf<fDA = 33512 ;
PRODUCT CA 11':oSORY CHEtv'ICAL T.ES S'MPSON ,
R10NC - (813) 64a fD166 FAX - (&13) 645 ~OO ~
STRIJC. T1JRAl COMPONENT SET EPOXY SiMPSON FL 402 10/01/2005 i
STRUCllJRAL GOMPONENT ET EPOXY SiMPSON FL 402 10/01/2005 E6 451(/) @ THEse: DRA~NGS AND DESJG!'iS ARE 1}jE JOINT PROf'ER1Y OF DANSW ENGltirrR~G, ?A. & <HE I
CUENT (XII THIS PRO,fCl ANY REPRODUC1lON CR UNAUTtjOR1ZED USE is PROrI18:TED - 2004-
STRUCT\)RAl WMPONENT AT ACf<YL.C-TILE ADHESIVE SIHPSON fL 2304 04/0&/2000 ~
~
,
I
8CAL.E NOTED DF?Au.N BV.
DATE -,
4/5/04- N:/BLOCKS/STD 2001
I
FLOF<IDA PRODUCT APPROvAL i
~A .1
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