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This approval verifier oompnsrope vrkh appik able
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zoning, subdivision and athet local land
but does not constitute
approval for the issuance of permits. Compliance
�. �,,, with Florida Building Code and all other applicable
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GENERAL DESIGN MURIA: lU. Contractor shallprovide spacers, chains, bolster, etc. , necessary to support reinforcing steel. (�
Codes: support items which bear on exposed concrete surfaces shall have ends which are ,Mastic tipped or stainless steel.
;?001 Florida Building Code ASCE 7--013 ACI ATIC NUS AWPA APA Latest addition 001011. All reinforcing details shall conform to ,'Manual of Standard Practice fur detailing ' reinforced concrete
structures ACI 315 (latest edition), unless detailed otherwise on the structural Drawings. g f
GWIEIKAL NGI"rEg«
1,9.. All concrete work , shall be in accordance with "the building code requirements for concrete". g
ACI 3113 (latest edition). and "specifications for structural co, acrete for buildings" ACT 301.
1.
it, is the. irtlertt of the, Designer that this work be in cortforrrtarGce With all reglurerrtertts of the authorities .(J
Itavirig Jurisdiction ovorr this type of construction and occupancy. All contractors shall do their. work R00YINC: �
i:rz cv,rtfurrnance tuith all applicable codes and regulat ions. �--
1. Roofing shall comply with ,?001 F;CC Chapter 15.
2" The contractor shall verify all conditions and dimensions at the job site prior to commencing work.,
P. Asphalt shingles shall be designed for wind zone of the structure. rf
�3. Contractor shall supply, locate and build into the work all inserts• anchors, angles' plates, openings,
sleeves, hangers, slab depressions, arta ,Nitches us may be required to attach and accommodate other work.
L3. Follow the rrtanu acture s attachment schedule or the wino{ zone o t
- f � f f the .,t r•uc t to re•
.1.: 7`he•�, e documents, us instruments of service are ,the property of the Designer and may nbt be used or reproduced ASTM
without expressed written consent of the Designer. •1. Asphalt shingle.3 shall comply with ASTM D .3161. }
5 All ' details and sections shown on the drawings are intended to be typical and shall be construed to apply to any MA
strrtilo'r situation elsewhere in the work except where a different detail is shown.
1. All rrtasvrtry work shall be in accordance with 'ACI 530 / ASCE 5/ 1 , 409. r�
6. The owner will,. provide contractor with d soil 's -investigation report and analysis. All requirements for site preparation
u;rtd soil compaction specified in the soil report shall be illowed unless additional more stringent requirements are Concrete naso rS units shall be AS" CJU 1v, hollow loud- Yearig Concrete Masonry Units, 1'Jpe•
Specific, ondation conditions encountered differ from sol exploration information nu�e aailuble1rf1, rr`o
Crude IV -1, LUrriul eight, with a zirtinuz cvn ress2e strength of 2000 psi (frr =1350 si)
to the contractor. r- f ,
T �
conform to ASTMC270 and be o
3. Mortar shall core type
V. It is the contractors sole responsibility to deterrrtine erection procedure and sequeuce to insure the safety of the building f f .1I or S.
Jp rt
artad, it ; cvrrtpvnertt parts during erect iv n, 4. Horizontul masonry Joint reirtforcernent shall be galvanized truss- type with b", lap at all splices and
l3. Ierrt rar• bruc.'in�J placed at every other block course, ' rnaxirnum 16"o.c•
g
Contractors shall be responsible for all temporary bracing that is required during construction
to. keep structure safe and plumb until the entire structure is in place. L;rue ing v. Provide pre cast concrete Lintels ot,'er ail opertings unless noted otherwise on drawings. ;
shown :ort structural drawings is for the completed structure only. Lintels Shull be of sufficient size and reinfvrcerrtent , fur the given spars loading conditions. "
9. Ver•ifrg all dimensions prior to fabrication and construction. F'R��.III�1'G:
s
`,.-r .,
JU. 0 ubs.ur'face soil condit ion infor mat io'a i not (1, ailable. Foundat ions are designed fora �UOU psf soil jacarirtg c�pac it y.' 1. Chapter 23 v the >OU1 FIX building code shall be used or all uvvd ranting ezce t as modified• t
Contractor shall report any differing c,ortditiorts to the Engineer o Record prior to commencing cork. p f g f framing,
p
x"a ! ff g g f p J by the plans and specificat iorts.
oms: . All wood frammy shall be fubricuted and installed per AL'TC and I'I'I and .National Design '
S pecificat ions for )mood Construction.
3. All frarrtirtg artcltors arta cortrtectvrs, noted on drawings by Simpsonor equal.
1.
All,
concrete shall ftcxve the following rrtirtimurrt compressive strength at ?3 days:
i.g footings f'c=1r r p • r my concrete or soil sltall be pressure--treated. tom_
slab art grade, o�ttrtr s---------•-- ---- �uUD st 1. All wood members e.�pv.�ecl to u,'cut.her yr irr, contact with masonry
rerrjcxirttrty concrete-�_ - ---_ _ -----f c=3000psi
5. Contractor shall provide all fastening devices necessury and suited for eucfz application. '
rt - - r grade hull be thickness as indicated on the drawings over rrtinirnurrt 6 mil. polyethylene (visr ueert vu -or• Fastening subject to moisture shall be hot--dip yalvanized to A.ST,�l153-130.
All co (.rets' �laba. U t � e J � t � � zapor
barrier, Such slabs shall be reinforced with 6'z6' jrl. 1 x i. 1 wwnt lapped t3"' at edges and ends in cortfvrmance with f1"TV--A 185 or
Fiberrnesh Reinforcernertt tuith rairtimura 2" fiber length at 1LBI3 :Y complying with. ASTM C 1116, 6. All metut connections and fabrications shall comply with A.I.S'.C. specifications. LU lar
under concrete s1ab� shall b r vs
3.
Fill . e clean sand free of debris and other deleterious material. Fill shall be compacted to a r. :D
Fol id block ull Joist uund rafters at ]_"int of support. �..
J f t g5 of Modified Proctor Maximum Dry Ilensity (AST.�ID15a7). Fall shall be treated with termite
•--
dertstty v cit .leas
pvison before slab is placed. f3. Prefabricated structural trusses shall comply with MYPA National Design Specifications for Ca � L„
Yovd Cotstructior IPI Design Spec iftcut ioits for ?!etul Plate Connected Wood Trusses and AITC 100.
0 .
•1. : Fovtinv shall bear upon undisturbed soil 'or upon soil compacted to a density of at ` 5Z of ;'Modified Proctor ,111aximurrt W �-.
Dry Vensitg (ASY`MD15571 for a depth of at least two feet. (? ) below the buttom of the footing. U." gill busses shall be desir rted and cervi ied br I'rtus` .tlartu acturer's ger istered �'rtr irteer. � r � Q
5. Whom sfiownt cores of block inasonry shall be filled with course : grout or pea lU. Contractor shall correlate with tru s nturttt acttcrer to ensure udeg cute bearing is provided. at ('- '
yruz,el. concrete with ininimunt compressive strenyth of �'SU0 psi at 28 days. r_ , r f I g p � (0
end euc.tiun of all girder trusses.
b': Reinforcing steel shall be AS'7'1 A-6'15 Crude 40 deformed new billet steel Lo �t
corn rrrtinr to ;�L"I3( 1 ��1,'I�31u. AC131F3 urtd CflS'I .��urtuctl v Standard Practice, 1J. Truss manufacturer shall submit shop drawings and design notes with an' engineer's seal for .alaxrrvvul. � Q
v
f s `I f Design rtvtes to include the rated laud capacity o the truss to t r•uss -connectors, a rid rna rtu act a re is license N'
e t rJ f f .
,
(latest edit v ts�.
to fabricate trusses utilizing the cortrtector system proposed. 1'fte cvrttractor shall approve fubricutio4rt and
I r in o ert ' l unci horizontal reinforcing steel in footings, beams and installation drawings showing size shape and layout. � Q'
7`. f c.o t t u us t, t c a p J
„ coluntrts shatt be lap - spliced a rrzinirnura of 36 bar diameters or 24", whieheter iz yreuter. � �
13: Bruce trusses during erection ani errrtu.rtertt irtstallutiort to comply with TPI f3jV?'� 7b'.
g p pJ _
8. The, follow irty. rninintum concrete cover shall be provided for reinfor•centent: � u Y
in -t and permanently exposed to earth.
--- - --G rtcrete cost cxr a s td t
W
J3. All prefabricated wood trusses shall be sectcrely fastened to their suppvrtirtg walls yr beam with - >>,
- = =_--C:vttcrete exposed to earth or weutjter, 6' Isar' and larger.
r hurricane clips yr anchors. � ,.,..•. ,.f �<
--Concrete exposed to earth or weather, 4{a Bur and smaller.
exposed sed to weather or in contact with earth yr the primary rein orcernent
1 1/ . ---Gortcrete riot a pu f I1 J f 14. At volume ceiling conditions alir rt trusses to provide a smooth unbroken. interior wall surface font Ivor to ceilirtr .
ties, stirrups, and spinats in beams and colurnm. J J I' f 1 g _ • ` ,t a
' .,. r,r)Y��t�-r r - .r LJ+� � � •f+` „may,.. • .
9. Horizontal •becant and foot iny, burs shall be bent ?5 around corners or corner burs with 25a "�y ''. "��� •":,
lap shall be provided.
!. 'Structural steel shall coaform to. RISC , specifications for design and fabrication unit erection of structural steel for buildings,
(latest edition).
a.
Welded c;vrtrtectivrts_ _ __- _ -- - - --- _-- - - - --_.--- -- ._.._. - AWS U1.1 �
b. Anchor bolts---- - - -w - ------- -- - _ -- _ - - - _ - - -- _ -_ - - _ fIS'7'H--A-- 307 �
c. .�tructuruC steel shapes, plates, etc. ,hull co rtfvrrrt 157 .V A- 3b .. Z
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Pk11 Ar 3z' UC. . . .I 31" 2.ALL r��E E APEo ESI-IP.1..1. eg DALLOC44 FW+� EP OR
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1 'x. tp' A.B: AT 3x" UC. 9 ft: TB,K. 24'oC. 1ti`oc. 24"oC.' T6"oC. 24"oc, '
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STAGGERED
..; / • CLUH CO�ACTED FILL 3.ALL 5+-�F17i^^LLS G1Ii IE IWLEP AT 3-oL.flit 6"" r
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1 13 CONT. � t0 ft 1fj 4G. 24"oc:' 16loc. F4"oc. , 16`ac
8' .. MIN. ,PUCE r./8d C,'_"NAILS -OVA EIMOGK ALL UI,C*h ;yJ- TSI? 24"PC. F
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• 2- ZX- TOP PLATE » 5F'H4/6 AT EACH CaF I1EAL„ER At47 PLAlL .y!r2- IDd - ,.
c D w/ 4- ,131" x 3 x r �'GIUN 24"oc 24"oc x
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`� � NAILS ) NAILL I I12 NA L�C.i4 tZ- J31^x ? NAtLS lx ft. N/A N/A a4'uc- N/A
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OTHERW/ 311 DOTU BCuc, fti NAILED Tf�bETHER Ar 6.0C,W 120
CtE�r+. IkU►TEp. COMPACTED FILL
x S 13 ft. N/A 24"oc• NIA Z4"oc. W/A
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STACCERED 3•lEi F2l=�D. GLtP IST 7TdH f� iac7 x 1 1!�(NI�ILS j
4
. t2" C4U STT1rIWALL w/ 1 4 VERT .. I GLI A,tV NAIL. Yp . - M
_ 1 4- .131" .0 3" NAILS AT EACH N•oNJ 14 ft. N/�. 16"oc.. N/A 21"oC. N/A 24"oC. .
. AT 48 OC: AND ALL t,'GRNEFtS. r/ .. BLOCKS � A
.
. - HINEX I'I At V POOR COM, T 4 NTS t•IUST M PF_c.kaNED
:.•. ;. . , . t 12" NOOK AT SLAB AND 6 HOOK SST- SPHA/B' THSTAW T DE°�IGN NINQ LOAM". t5 ft. N/A. 16" NIA 1$"ac. . N/�
6.ALL
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ALL GC7h14 G (aRy A0.f� SiApf.an GR E(211A1.N,ON� t8 tL N/A t6`oc• N A
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_. I ON BIJGJf3.dND froc. 1N : ,1! LVr LL,VCTH SNAILL EE 44 ANCHOR DOLT WIniIN 12 OF .
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9. FOUlr1?Ar K7N la►GM 19 EaASED UN NINIFXJI t fit.
LiCM.7Y FOR Its•' REEF JI01Sr f'JEAt+tING GAPP.GITY OP x/J(J4
10". 1 V` GONG.
THS I1BLA FTSE 6d R11NG CORNER
"14?TE iH S TABLtc AFtrLiL,t To STRICT iE}��IITM INIEM W"tvw.LESS TkA6i t5 um )
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H. �__ fUit. TWU.STORr _-� (1SCD,
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. +' • 1 -a L/SE x2"x 1 D" FTG. ,*,-'WF STUUD MAY 61E USED OX N CTR LESS 4L*G.hi r'I,ATE HEIGHT$UN S,W3 E : •,
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A NOTE:IF STL%(WALL WALL EXCEEDS 4e CONTACT ENGINEER '� MA"AAACTUREA C.CN&CTLA T N HOLp UOYVt( ANCHOR AI.TTRNATIVE EFOXIED ANCHOR i
. . • - Ir 12 ,SPAT I . .
. OF RECOR OR ADDITIONAL DESIGN REQUIREMENT& n
. D F ' s,►.1�surr LT.za 1a 16d COM NAn-5 HTT18 518"THREAD
MW,1�"EMBEDMENT
TrIFIGAL FRAN1itvv OF GG RN RS AND PLATE LAPS
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' ! - Ea ROD w1TTi
_ ! « J Mp US6 ZIVXY AACHOR HTT22 N;A SEE SHEETS 2 FDR SaPECS .
2x4,PT SILL r SST-. SPH4 AT 32 OC, ,
L
r UAMV 51MPSON HTT1B 1S 1WCOMvaA.S
} 2- 10" Al AT 32' OC.. - vidr mi.nirAWM I'- - Or O If+TH11V .
. / 1t P"° 17CE CO .
V r. � � " rnd d{sta+uR .
a•• or E M'JeEr�S' LTT24 •rxr a�E"Jc1rkX:I+OF! Irl"THREADED ROD W1TT1 MIN.i"EM6EDMENT
a; r/ 2 .Y 2 u 1/8 *AFA'E!t .
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NAI wf FI - JOd GT7 BIMPSQN HTr2Z 2-1nd 5W14Fi5 a
9 1H B'AC11 L'xD LEA�GTt/ • H08 N'A - SEE SHEET S-2 FOR SPECS
�' GQ1+G. stAa.2500psi ./ .
[ roP aND BOTTOX 1
FIBERMt`r►4 Gft 6x6-.10/10 wWM Simpson Strong-Tie
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.. A 4 WEpC;E ANCHORS SHALL 3E"+RAV&STUD"O�R'KMK- T"'OR APPROVED EQUAL - )
TYFICAL �-STORY BETvIil FE DQR STRAF'PtN& Y SYSTEhI SIiA1 L BE$tMPSON E4'OXY-TIE"SET'I I APPS D E 1Al.
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Is. 0, GOhIT; 3•-16d CGM ® EA. y
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CLEAN YRCATE!). COUPACTEQ FILL N T BLOCK (TTP.) CaNNECTION TYPfCAk NAILING ALTERNATE IvAf1"INC 1 :ALTER Tf"NAILING 2
SCALE
w a' CMU STFrIt{VY4L r/. 1104 VERTK,6L -
a , GE. " , AT 46" CTG• AN!) ALL CVRNERS. r/ 1 p S «3-I Zd CGM (TTP.) In double late 12 16d common 16-0.131"x 3114" un nail -.12d sinkers
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►.. • .. 10 � I d(1. - INTERIOR BEARING IVOTING 2x4 BLOCKING � 4»oC. �.
w, �.•, AX FOoTMKJ . .,�!- -�_ _ _ .� � - 2 1 • 6"o.c.on es and 12"o.c, in the field with p.131'x 2112" 4'o:c.pn ed es and 8"o.c. in 1
{! -{, f - �� 6 o.c:,on edges.and o.c. in this Geld with 8d camtnon, �9- 9
h- . , . '• , :r --�15'x CONTINOUS
w
�. Y
. --Y;a - 5W shearwal( box;screw shank or ring gun nails tha fekf with O.p99 x 2"gunnails
2p"'x'10• CGNC '" PLVUL31NO WASTE 'UNE `'H R A "o.G.on eS and 12"O.C. in til@�eld WIt�7�d Cam(T1Qf1 • , •
w ,: FOOT11 . */.20, CUNT. a l A w L L .
a' . . 3 a.c.on edges and 12 o.G, in gun n> i4s
•• 131"x 21/2"
. . r..QR` Two-STCAzr .
� SW 3 -shearvvall box saew shank or Fin the field with 0.
. .
w i a LrA 3 II3•, CONT. ART, ENC.
�. s TTPI A IN RI AR 5ET ARI T TR Ti N
a s th 8d or scre a c I 3 2112"
. � tt2"dr 711 "Roof 6"a.c. man, ring shank 6" , , oti al suppats w to 0.1 1"z smooth,ring a
G L TE G � TALL O l�5 GGPINiEG C
. . � - ,. M on fl upports wi ctxT1
r DOTTOIJ OF SLAH
T r F'iGAt�.,STET 1hWLl- '.. a" alrlN
Sheathin ,120 MRH shank,4"o,c. ed a nailin within 91'of roof ed a and rid es annular dank un nails,4"o,c. a nailin within 4'of roof ed a and,rid es
g 9 9 9 9 9 �9 9 g 9
a t3 �---- INTERIOR BEARING FOOTING
M.. NOTE:!F STLMWALL,'VALL EXCEf~nS 48 CONTACT ENGINEER - _ - _ ,-. .
,. �. _ _ _
- OF RECORD EOR ADDITIONAL DESIGN REQUIREMENTS. Iz"
�' --•05's COINTINOUS r-�
4" CONCRETE SLAB +/
. . .r. , .
«S . ' PLUMDINIG WASTE LINE SIAIPSON PA 5! SNB. STx,1P -
exei 10x10 ''"M UR
• . f1eCRMI , REINf: FOpTI A B NLD EDCS
, Cp(1 mon .``
LotTt FiEBAR AND NG C RAC!!' s1,a rNlcicE Simpson LSTA3D 11 - 10d in each end(22 TOTAL) �`^
.
9 - .. N>rC�SA Y STEarrALL Simpson LSTA24 9.10d common to each end(18 TOTAL) ..
• .
Srf,WFALL FOOTING Sim son HT 3p 10- 10d common in each end 20 TOTAL 12- 10d x 1.112 NAILS N
a
I N h
o ,' p ( ) EACH E D.(24 TOTAL)
. PL UNt ItJCx PENETRAT►NG INTERIOR 5EARING FOOTING . ..
•: . , 6 IIIc: VAPOR' BARRIER OVER . . B I .
y
s�' TREATED dt COkWACTED FILL'
„
} s-
Simpson MSTA35 13- 10d commorT In,each end(26 TQTAL}
(1) / y s co►+r.: Im PH4 12. 1 x 1.1 1
.
. - Sim son H2.5Ai 10-8d common TOTAL �"' 1 �
uF TYPICAL NQ1J, [3EARIt STEP FGOTItlG _
. �' ,
' • , A d { impson H16 2 1 - 1 x 121 RAFT , 10. 10d x 1 112 I PLATE . . f•� �
NorE:
1 . ,- oPE1vlNcs ro s � Simpson LTS12 5-10d=ninon m rafter and plates r 5" 10d x 11/2 nails it rafter and plate$ H
Z W*TH USE (1)
_� wry,, '
. . SPH./Q TOP �1
D BOTTOM
Sim son MT512 7- 10d r�mmon in rafter and plates 7-0.148 x 1 1/2 nails in rafter and plates C"a
. .. ,
r 14IN T �4 BENT IN7L) 2DOrlNC AND ..-.
AN --•-
GO ,.
OPE cs �' Q ��� Simpson LTA1 12- 10d x 1 1f2 ,;;_..
REFER T,a YFA11 SEGr1CIN FOtt.rYP1F,At vJVCl1ORS. .
Q
7' WIDTH USE . �SQII PFI x Screws
x O NG LESS TWIN (2) SPH4/6 TOP +
PEM S _
-. T /S,.CLINX - , KING AMID 9DTrO1I Y4 VERT. -rrPICA1, I "' I
38 5HALL USE ( )
. , : N SPH4/6 AT 32 aG. ! ^i i
. -
" 4r (T).CRIPs'LE NATE:
(TYPKA)
' 4 .CQNC. ST..B.2W0PW.w/, OPEN KS eUKEN T CONT. TT 1 ' 1
ICAL S RAPPING (PNO) I /5 I � r^-�
; .,. .
3 T '-0" .
FKtEF't1rIESH Ott 6xEi»10/10 WWM 4 d NOttS:
. rG
�� �,,,� BcILTs Simpson NTT22 32- 16d'sirlkers
' ' 0 ,.�.. . - $HAL � r-s
k USE`'(2) KIt STUDS •
- .+-rr , . (2) CRIPPLES. MAY aE LOCATED F'LAt�EMI NT OF SIMPSr�N PASt EMB. SCRAP +-
"--
. .
(U. ° AT EITHER SIDE
. .. �.
4 ' ` . IF OPENINGS EXCEEDS a-O of KING STUDS. Q
1 WIDT PLAN T T
m
N H SEE, PLA E MUS BE . . .. E'-/
T
'' Q COH . F3E EN
.
IYVE
r
a
.
• BOL7 AND KTNC
2 '
• � STUD
a ,. „
..r-�, 15 32 CDX MAY BE USED IN LIEU OF' -7 16 OSB E� `�• � CD
�^ " CLEMi. TRtATED. GCJMPACTED FILL I .
"
NVCH01i.13CILT5 i
.:.„ , TBE WiTHIM
. , • , MUS MAXIMUM TRUSS UPLIFT OF / . . t.T
�. .. � ',.->< SPH4 s 32"oc TDF'&80TTOru .
" '1. 12' Of KING (� - PRE--ENGINEERED TRUSSES .AT 24 OC. . i C]Q " f
' ,, . ., 8659s ON TRUSSES SPACED _ '�
.,r
- ,: -
.
.
57UD5
L(7
1 2' " 10`
, / 2a _
. ANCKAt BOLTS l V 1 �'
- ; AT 3a
' o.c. MAXIMUMTFtUSSUPLIFTOF ROOF SH NGLES O ER �# FEL,T
TYFtCJ�L sPN4's®10"oc TOPpaTTOM= A a CORNICE DETAIL AS
TYPICALIp,ATIQtt IN ,GAGE ( ) 11id0#sONTRUSSESSP CE
�. . � C7
i .
o . . ..
24`uc
LD E1 I .
. : 1 fi S S ATHING NA LED AS P ;
/ o B H
7 E I � ER P
� Bu sPEcs
WPI A EiEAGER TRAPPING ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 1b04Ms +
. T G G S .
r; ..'t1
" SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION. ,•1I1 111111 �-+
j' NAZI"INC SCHEDULE
. .. cJ SCALE: 3l8 y 1 _a ---,-�--'" S DETAIN �0 llJ�1
' .
.
BETWEEN FLOOR STRAPPING ��"F .,- ,
.
.
r--✓'"--.i-�-,l'� HURRICANE ANCHOR AT EACH TRUSS d rw. .
, .,
2 r 4 STUDS 0 16' o.c.
. � -
-
. ,
o.. x aEst. S NOTE / HARDI�'ANELSFiEATHtNGMAYBESUBSTITUTTD S HEDULE ,°- • , , r' -,
. .
NOTE: IF THE INTERIOR PITCH OF A VAULTED CEILING f ( SEE C , F.
. E
CLIP SrUD'3 TOP ANA BOTTOM FaR%'tb"OSB SHEATHING SPECIf{ED wITM A 8"oc.EDG i "T • W r =
. n; ., .- . W T S"4 3 a.� " /4 bG 3T;URDt-FLOOR SHEATHING GLUED s : � "
. / .SS : . . . 2. EXCEEDS .1/2 OF THE EXTERIOR PITCH DO �QT USE MAILING PATTERN,NAIL A/fid GALV.COMMONS�6 ac. \ • I . .„ .
ANIa NAILED;wl 6d COM OR RING SHANK at 6 c>C. ,,.
.. : 11s"ST UG I^ . x, �..
R TURAL ROO SHEATHING EOG UPP�iT
/x' r r' WEDGE ANCHOFr . oN ALL E5 ANn s s. r 2 2x- SYP, DOUBLE TOP *� G* ,
" G L E QA]�" ON 012"pc • •� 4., � Ati } pry.
,
THIS DETAIL THE ABLE WALL SHAL B U(�N FRAMEf]. ( PLATE w/ EDGES AN iN FIELD
- 1sT► 3x o.c. .' �„' ���
I � ,
. ' 2x4 OUTRIGGERi 48 oc. SST-SPH4/6 AT 3� OC. .
4 (OhICRETE SLAB w,/ ��.
., t gxB. fOx1Q WWM GR j' Jj7 � {e*
FIt3Ei21IESH R£INf. 1P AL C RNICE DETAIL AS (U.O.N.) ":IJ,, ,,+:.�1'"
HURRICANE CL H 2,5 OR EQU 0 - -
t► NTL:vAPOR BARFCtEFt ovER. $LOCKING REQUIRED BETWEEN OUTRIGGERS ,� .
,. S CTC .. \. � rll1Tf..
;,, TREATED aI COMPACTED FLL °� 2x_ SPF 2 STUDS AT 16 OC. r �.. I
- . ER LDER 5 S
�'' A -- " . SIMPSONA35 (SEE ST D TABLE FOR SIZES
P BUI SPEC
A 41 2x4 BARGE RAFTER CONT. AN SPA G R1 GH x r"` "{ Q
a. 1 D CIN AT VA OUS HEI TS)
2x4 BLOCKING(�SHEATTiWG JOINT r`
„"
Iw _
n 4'.FROM GABLE END SHINGLE STRIP - r ry
x (2) t 5*9 cow. - 7/T 6 . USB SHF_ATHIING NAILED 6 ac. ON EDGES � � f
a NOTE:.FOR 2-sroW CO,NDITrotr -� & 12" ON INTERME SUPP ARTS / IL . (2) S DOUG E P E � "
4. USE t _e", wIDTH w/ 3 i5's CONT. FASCIA (` 2x YP L TO PLAT (� I
QTHERWI`"D�NO ED GN SHFARW AL LAYO .
R UNLESS S r`J ii
,, .
:. OF GABLE D TRUSS
2x4 SCAB CONT TOP TU
. ,
. : DROP 3�r1" �
BOTTOM � r. �" I
' TYPICAL INTERIOR'BEARINv FOOTINcy � .
. CHORD 8'FRAM GABI E -
4" CONC. SLAB 2500 5i w .. 4„ CONC ` SLA6 25(70 s+ w i:l r� 1i
. . A / 2x_ PT SILL wr/ aST--SPH4/6 AT 32" OC. P / f
.. r }.
,� . ; NT.2x4 SCAB FROM TOP Tp FIBERMESH OR 6x6- 10/10 WWM U.Q.N. FIBERMESH OR 6x6_ 10/10 WWM 1 r;.
CO ..
3- 12d NAILS TYPICAL AT .
'' BOTTOM CHORD @ X-BRACING ( _. W
X$RACING ) .
.
i.,„ 2 x • STUDS Ix Its' o.c. (PROVIDE ApDIT1ONAL 2x4'S® 1/2 x` 14 A.B. AT 32 OC. 4 .
ERTICAL IF HIGHER TWIN b
r 2x4 SCAB IF VERT.WEB IS . . ,
�, Q,a TO FORM AN"L"SHAPE w/ 2" �x 2 x 1/8 WASHER
CLIP ST S TOi' ANp BOTT0IA 4" �q r
w/ 55r.. ;F'F14 a7 az" a.c, NOT ----_-T y
- ,.
" NTP ►- , "
1/2, x 7 *EVA AN.H+ TOE NAIL
PRESENT
TRUSSTODOUBLE #5 CC) ERIMETER BAR
0 32" o., �' w i- s
,
,
wl 6d COM @ Toc. -
> ,. 4"coNCRErE SLAB w/ CANT.2x4x8'#2 SYP LATERAL PLATE r y,
8 CMU STEMWALL" w 1 4 VERTICAL a "'
<t bxb. 10 iD WWII OR ,. TI f.
FrEtERMESH REWf. CE(� I� LE • ;LI Y•O
BRA QC r D
BOTTOM CHAR OF GAB �1. �' m
> , - - AT 48" 00- AND ALL CORNERS, w/ 1 - a x
. •4A, . . ♦ dp.A O ti.I }• 1..
a- ; . .,•. '. END TRU55 1p XB
L 2x4 81.
' * 1• QCKING @ 4Toc. . �' '
,. ., ,: �-- 12" HOQK AT SLAB AND 6" HOOK �'-, .- r-0 .
a. t" .: �_ .,, ,t BETWEEN GABLEANDFIRST .
! . ' -
2.2x4 TOP PLATE 20" x 1 p,. CONC. 20» x 10" CONC. W
.: ; ti ` '� ; 1 R R TRUSS•
AT FOOT NG .5 � o ���� Y,
B MIL VAPOR' BARB E OVE . .
i- , tr .-'..•' FED 4a tAFACTED FILL
TRE,r+ Cp FOOTING w/ 2#5•s CONT. FOOTING w/ 3 #5's CONT, p s ,_ w
S SO 48"oc
IMP N LSTA 24 "
( ) l64 pN 1 8 I -a"
` . . , .' fir, 2 G T.
. TE.
m
•IF 5T T T IN
.. . ,
•
NO EMYVALL WYALt.EXCEE S 4$`CON AC ENG EER
1 -4
D S+G(d R
.• - NOTE: FOR x-STURr rgNtxTION
I TOC. T
" :� , � , - ; 4 x- � 2x4 sTu/s
OF RECORD F OR A DITIONAL DE EQU REME,NTS.
, DTH r/ 3 /S s CCNtT. 2X BRACE Q"0C - . ..
USE 1 -a Np
a. .
CC
77 PI G BLt EN j(_BRAGItIN1C-iLl~ 570RY EXT1rRIGR !^INCL aEG1lON TWP STQRY EXTERIOR Wp+LLEGTIGt1
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7TPIGA., it�TERipf A>rzIN�S T P>=oOTIN�,i ALL MEMBERSSHA�L BE SYP s
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DE
. LINTELS OVER MASONRY OPENINGS S L ' . Lf 4
CAFt R�
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' _ B� PQWI*R STEEL MODELS nrALTERNATE TYPICAL EDGE ST,RIF' J TILE= Ll600LL
l ,�
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AS FO LOW5(U.Q N.)
a -- �,o� r � �:
.
ROAN{TRUSS}
. - . . .. , LIVE LOAD= T ^
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A
8 52.6- 16C-L2 ar
-
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r 8 O NEL LO O E P RATION FACTOW 11..4
B LI T B CK V R S f l u :
TYPICAL INTERIOR; ZONE
rr4 �,
. �-- - PRECAST LINTEL WITH(1)#5 5 I, l BEAD LUAL)= TG�P „
, -(2j -F,02.0 (TTP) l2) - 2x12 (tYP)
_---.-
ac
. IN EACH AND FILLED. . , .. 1 I �._
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sty-ta�tT
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R�R LOQ LL ,�
� 805 2 5 �'
-
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V C� t� 8" PREC NTE FILLED °a5
I �_ _. DWRATION FACTOR f.25.
�. C A I
1
AST LI L w!
' 4.A4 PT PQ5T ON 5it� FSON E5U44 -
. . . #5'sCONT. 8F&18 CEILINQLOADx 4psrLL
( } ,
0057 PYA5E uIl (21 5►P1P5OId Nb CLIP5 1
o R > o f
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AT BEAM APwE or UaE I
IC , . r. '
, PEWACAST C,ETAIL, (TYP AL �j 1
. .
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.
p r 9UlLDINO COpE �Opi FLOW DA 6UIL DING CO.
. I r - ...
,. r WIND DE IGN METHOD:ASCE 7-OB
B B . . B B . . . . .
. .
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'n .�tM r r '/'S..;�'• °Yg ..rr a ^"yr--'.r,r :,•r .wro'• .r , x, ri.� ;'.�..-, , ASIC WINDSPEECY, 120
.
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8
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w�NP E�cPOSIIRE;�
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r . PESIGN FQR f'AFtTLALLY ENCLQ$EU STRUCTURE
II �I ALL LINTELS SHALL BE MAN FAT rx
. .
.
. BY. WIND PRESSURES ON WINDOWS&DOORS s
. D c�
' .
-
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!I
` Partially Encbscd Strd�ctuts � �
.
- t AREA OF OPENING r. DGE 9tRlp(3) INTE OR ZC�f�i 4 .
. . . - P 11 p
... -
• l �, ,�
- • • td 20 sf .. 34.1 -42.8 34.1 " -38., T
I1 ' 1I " .1 tP 50 zf 33.0 .40.5 33.0 -35, ^ •v
. a tai w
. A 00 sf 31 5 37 4 31 5 33 5
;. 100.1 to 200 s/ 30.1 ' ' -35.2 30.1 -32.
.
. .
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2xro WALL~ 2x& WALL
_
. .� .
r
00.1 tv 500 s1 28 32.8 28.0 31.?
. ";, A DIMION Or FLORIDA ENGINEERED Baso DesiIp Presswo 2 .00 GCpt*t0,53 r-
A I RICH STRENGTH FRECASr ANO PRESTRESSEii !0
1' B „ 1-- >(l� . . , . T F•- CONCRETE LINTELS ANP SILLS CONSTRUCTION PROCNICTS CORPORATdQN -; '.
,,: Tam a, Florida 33x23 THIS STRUCTURE IS
�. r
-
h 8 LOCATEQ IN TH
P•0 av P 6T ..
•.d. . p
ons. T3-621-4641
S
N WIND BORNE DEBRIS ZONE AND HAS t
- fi � & i
: .
to
1�.
BEEN DESIGNED S TIAL
A A PAR LY
• f.,.. « (� ENCLOSED STRICTURE. THEREFORE THE
. , #5RI,8MAt100 . DRYWALL CEILING CANNOT BE . .
• . . . I! - TYPE DESIGNATION - W4,(1)REilq
. I II , . ,�. 1.1IruEAR CONSIDERED FOR LATERAL BRACING OF
- .
=FnLsuwllHouriuur�FILLD TH TR
BOTT M T
C]UAN111 Y GF p5 RE8Ai�AT a �.M.0
. BUTIOMOfLINIEI.CXATY . LATERAL RACI G SHALULRB ACHIEVE
( _ D
.. ... F 4
'� —
• 2x&. WALL ` 2x6 WALL. N ,.. ' BY INSTALLING 1,x4 No,3,o�r,BT SYP NAILEti '
_ Q p .
8F16-1 B/1 T QW-)VT.. .
"5 `✓ERTICAL AT �8 oc., 1 .•,
EACH 51DE OF OPENINGS,
z w/ (2) .131"x 2 % ,NAILS ON THE BOTTOM . :4
_ �. I . ttSREAARA1FiUT1CiAa CHORD AT THE SP CIN NTE T
. I1 !� NUMt%ALVV1)TH G O D 0 HE
AND IN ALL CORNER5. NU
JUAN T I 1 Y pF t+5
MtrNAt t IEK;11 T .J RF,BAR AT I OP A GF t iN1 EL GAY 1 Y - !
(T PI N ,
. "4 ,`
.
i ERING DR USE SIMPSO , ,4
I`1
It ~ I1 ;see hCTUAL O iOVIDED IN UN FI, 1 1�w NA ;
Y CRL1 ✓
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TRUSS AT SAID SPACING,' t`
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ALTERhiAT Q FiR1�p`R'OQw t®D�">r>r•!'tDUt�'w
• y/EV T7tpL "A*pltY"4" INSTALLED ON DOTTOM OF _
` '
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7x4 p14i41 51 10 1 7: Cl-ORPI M"", i 4a'F1iI M LLALL EAS 810*
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. 2x1 PARTY�A4LL(91,5 at t(. oc/1(w f7)LA'TU�$C*
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INSTALL (2) LAYER$ OF 1
. A Q / \ TYPE ,(fir' DRYWALL IN SOFFIT .:
/ - Ul, DF-816N U-9
.
BETWEEN UNITS .
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. . . • ' TTAC44 W PT FUFtI(it)tG}TO WALL
w..'{.
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g{, THIS ASSEMBLY IS RATED �R
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k - r W, ,i,.. .. (2) NrURS AS PER 58GC1 591
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