671 Amberjack Ln 2014 Washer Dryer addition plans I f,1
REVISIONS BY
S
34
f
f3
1
f
GENERAL STRUCTURAL NOTES
t �.
� ,� ....
rrry rl��L.r U - -
1. Codes: Florida Building 2010,American Concrete Institude, American , ,' ;' ,�� � arr;s,F, ='y F l r .a tom, I to:
JU
17 Institute of Steel Construction, and American Welding Society. - sy . . f . I., - c,4 LL 7-
2. Live Loads: Q
°
Roof: 20 psf -
2a 7'° 21.5' Floor: 40 psf
7A.J5 ®_ Y b ,
'�( 2a. Bead Loads: �`�. .� � - :-� r �- _. I # fiR
t`Ct Roof: 20 psf
CA
Floor: 40 psf
U 0 t i hI K LJ,` L: '`j U r l 'C .. i ['I� ,>Tt~ rte W
r 3. Wind Loads: See Wind Load NotesUJ C'4
v
{ f 4. Allowable Soil Bearing: 2,500 psf CN
5. Soil Compaction:
Soil under slab on grade and foundation shall be compared to 95°l@
modified proctor max. dry density (ASTM D-1557).
6. Materials: -�.-..:........,.,---.._.,-..,...r..��.. ......�,.. _�..n-_..�.. ._.� _.r.�_...._._.�..,.._.�-.._..�...�_._.__-__��.___-�...,.�.-.-_.-.�.
X, Concrete (Norman weight-28 days) 3000 psi `
t ,3a Reinforcing Bar ASTM A616, Gr 60
Welded Wire Fabric ASTM A185
Hollow Load Bearing CMU ASTM C90 GrN-1
kZP
Anchor Bolts ASTM A307 or A36
Welds AWS E70 or E60
00% Wood member for Beams & Posts #2 SYP 41 tFl =y u i t Ca'I ca r,v r.,t; t � 2 fe l "E� .�,-" t I f
Studs #2 SPF or better 1~w I n t 3 t`l I t- en' I a
Microllarn 1.9E 1.1A-,TI e,,
P.C.c. 16.G7' N071.610' 75.00® Parallam PSL 2.0E
7. Concrete:
All concrete to be designed as per ACI 318 latest edition
Footings 3000 psi
X ' 4V Slab on grade 3000 psI x ��
04 / i r ,
All others 3000 psi . "
Splices in reinforcing where permitted: --
Concrete 50 bar diametert. t f t I ��F.
y � til �� �t .r� �' l`�_'f�'��. �•'�e.^�„� �+�I l"y � l i�•�i°�'r:,,��'C,4�r� k,«,rC`.��"d""��"^t.`a.}*'✓��»=�� .
Masonry 48 bar diameter '. � -rr- " : t Nt'�„s.l ; g ►r f t ' #t�`� $.o t •r,�E#��� � �# a l i s r(.5r!
tt:
Unless shown on drawings, minimum concrete cover reinforcing: tE�T C;' ) I _� `jf '.a r =k ?� i "'` t4:•`f11i= t � , ,r
Cast against earth 311
Slab on grade centered �str.� tMc € '� :t t.j� vn.�l.ia I r6tr�WSµlsiet
Exposed to earth or weather:
#6 thru #11 2",
#5 bars & Smaller 1- 12"
All reinforcing shall be held securely in position with standard
accessories in conformance with ACi 315 during placement of concrete,
8. Masonry:
Concrete Masonry Unit ASTM C90, Fm=
- Mortar ASTM C270, Type"S"
WIND LOAD DOTES: Grout ASTM C476
All grout shall be shrinkage compensating pre-mixed type
CODES: FLORIDA IAUILDINQ CODE 2010&ASCE-7410
consisting of non-metallic aggregate with a minimum
ULTIMATE DESIGN WND SPEED Wit 130 MPH compressive strength of 3,000 psi at 28 days.
WIND IMPORTANCE FACTOR Masonry reinforcing:
BUtL01�t3R1514CATECORY CA ll Laps (Typical uon.) 48 bar diameter � �fia �� � t�,�� is�,,�4 ��.�:;-�'F_::-,��7
Horizontal reinforcing ASTM A-951, 9ga, min. A-i F
ENCLOSURE ENCLOSED BUILDING ladder type at 16" on center
INTERN&PRESSURE COEFFICIENT GCpi: +18 OR -.18
WIND PRESSURE TO COMPONENTS&CLADDING END SONE= 19-0" Brick ties &masonry anchors Dur-C}-111!aIi or approved equal
WALL ZONE AREAS ? WIND LOADS CSF? Temporary shoring for all exterior masonry wallv shall remain in place and -
POWNS 7A connected eliminating cantilever action of the walls intii final rsa
INTEROP 10 +41.3 - 44.7 connections are completed.
20 + 39.3 -42.8
50 +37.1 -40.6 9. Timber:
1Ct0 +35.1 - $ All wood framing shall be fabricated and installed as per AITC and TPI
ENDZONE t0 +41.3 -55.0 g t
and National Design Sperificatian far Wood Construction. ��
20 +39.3 '512 Provide temporary top chord bracing until roof cheating is in place. �' k
60 37.1 -ms's All wood members exposed to weather shall be,pressure treated.
100 +35.1 -42.6
Pre-engineered wood trusses shall coply with Truss Plat Institute
A,,, ,y,,, ;;-E AEx0.6ORDFVM i e Standard with proper dead, live, and wind to ds. Drawings shall be
Y °
signed and sealed by profesional engineer regisered in the State of Florida. f K L
Provide hurricane clips at both ends of each rafter and truss.
The number and size of nails connecting to wood members shall not be
less than those specified in FBC 2010 Table X304.9.1 Fastening Schedule. �� Z
91{.
s
x15 _
_Z i,�
130 128
1 0 115 130 t F t�d• 1
150 - 120
S
140
:taw 140
150
142 u. - DRAWN
I� a
160
1. v.l yrs.re.ar nal deit.>r"3.src vrat Evst 17@ CHECKED
,.inn,perils to vtlei p.r hrl SN i)+r sl - - e K
E)AXE
dw'7 .ry.x as
2y ilaear taear,vattw ya+n aaal..s SCALE
160 m
pxraiterl. g..,.
3, [s1.:'Js.4co.a"jv,eas•r+taade U. FIL � P ,��3 � I+
lac I--znuse-
Tpse-+:m recta i
of Ina cua -.L.l a• cop y
lTfl i�.J Ehl 'l� .�
fl_ +vueraian,a r rata,,j.-files f:_ ro.e•.l'
yiwunlvrt+s,an+f spetiai H1tN retiaffs i 180
,.;t ,ovu a ea,asa.a car vaa,i9t vim<°,ei- .��
s. :,MSpeat<saa°rr.,a�a .>r°u.rtel„
J
180 ilEiimt?.
a tk prutsa311tt,°F eztax+f: a in Su leu:
Ij. tamwal Eaceeasi:cr wmatal;lY_o.tviil, f
FIL I&
,vel.7W Years). E cop SHEET
v
FIGURE 1609A ULTtAfATE C,ESIGtI L"JIHD 5?.
EEOS:V FOR RISK CATEGORY 11 SUILGI4GS;JiO OMER SIRUCfUR£S t
f f
OF SHEETS
51
E ,
REVISIONS B
3 ''
•
y
j 31
,r 3 I�wir t p'4 ti+>,•'°@yl- c"Jit
it'�"�,�W �T''�;]•;3
q!'4'
,I�a',"[:,,1 e"',J�k.{aj �y✓'t f,+�:�',�tr$„'�W.J f�,a.-�^ �',`.:;3-r',
'• i h� 1``91�'i�.a�.�` �
1'�:gf t�f`a'^'�t4�.a,flyy,�3 �'✓��Sv�� 4 Y': ____ \�, „=�"'""`"»....�-�-'"�^"�,�_„�A- �,'..'.'.^• '�` -......
.d,�,*- ty”}t y�L>�,aJ�6 t fJ {s y_.�'f� �+3 S�'l 1"^r_�3�"'r \ ± ��_�,,�`�X.�,..,......�y Wiz. w,-, t�e_�oa `-` `""�...•-�..��`. t .
- � �� L ,r ,;,., �a (J �� �: fir' ��� iso�, ; _ ,� �;.- •'' �.>�..d, . ` �~y�wFA , .,_ _m ... °�
� ..-r�.,�n} i 5w ' tt fir:• _°,'',.'.`�,_��...�_�• t � .,. -..�^�,
°.....__—_____._. --........... - .�,...,......,_.-....,.._. �.,,...,.__..M.�_�...._......... _..._._•...�.,.�a.�..�..+,�.,..._�..al..__�,,'.`.�..y._»..�.,y_•,,./._.....�I.,.,,.l�,(....f..M�..,._..,.......,..._-.•-_ ��:`fit};S.:>, 1�f f ,,;.�i, ; _ _�^"""�w..--!°'� E '€ ff ._..._..,._...._:....__—......_��Si _...___.._.,_ "_ �¢ a +, 4�V '
a..._.,..-n.-� _ ....«. .._...,. G�l�.t tf £.FF VYT'4*•'a*.>x r+•` .,r•^`�"..- f -Y.. 1 ...� .i...r._..._._._�...__._.._. {.�y,
r•--,--•....>.me.»,__....,.......,............,w.,-.--..,.,-,«-.� _ _._._ ....i. � :.,-xr.:._-,.Wim___._._— - �'•_".. I - ..1 , _.........._....�.�_` i _..._.__.....:.,_- 3 _ 1 Y.::',_u:"."_`_y i- d $o✓' T••-� ��J `
or
WflL
^M ¢ itt d 1111
Fj l
! £€ 3 !i 9 j ' ` (( [ 5 j __ 1••C-Y'.: i"kF �`". :Pw.XS '^wv F �• 0
-
Lu
It
3, i f
. . d
I
i ,
__ .-,........._..._w_.....__. _. ,� ,w,.v._._....__..__.._ �-�..�...............__.-- s
✓�c ,, �63 ¢. �.—,"%:I`�,�'t't'taE:,at �.[,f�;t"'`s4` C;. I .��_»�. �� `' �� �� .� j �=o ��',
E / j� r [ r,[ L e-,v
al
f"1L`rlvi:i0p H'#p".H'c_ 4 'Vam
v / ca," � '1-1 1 i i � t
'je
+P! �iry.M
141
,>+'� �F'�t s � .,..,._.,.1 ,.:_..,...�._�____o..,e..u.._.�._..,_... ..»....... ,..»...�_____� ,A,/y � i �".�i &`�.. C.�' h'il?,. �f�I'"�='f��. ,r' "°� � � .�.-..•..-' ��:a�: --�;'... .:�• � ;- l i I I
F,� � y ...r.�.._r._.��•- '� � r�,., f f;���•�.# '(��w �.a`# tom., /�. � ___-___ J �-._...,� ��i c%!tom'„��.�P���.,Y.•<tF� I
-. ;lf! ...�--•--.--._....T----•._...._'-moi Ctg. f13- 11ii [L'.,r :� �^_.-.-. iSi F vr# ��t ��1 p t-_".�� � ! f� p k �f
L-2
i[A.__ ,..,,....�.. .._ �.�t. ,• ( a.c F"P1.', ✓.'� .,r 3w�' I .#• !S [ 1 'ice "i` -E3 -t�•� �� ~� �W`•€4�i +".=�1t
--✓✓ aa If. 1{ a y�
i �L;:w t,slrl ..E i 1 •¢. +..,.�` 4 <� `.foa"' ` -
^
____—__.._. i i a�.w � 1 9�C3 i i .,.._..__. ;� ._�— --. r'-. E � �,. i d � •�s � tx E { }
__.____-__ ---{--�•--;?- e;'. �"W S t'^9 d'e" � c f y.--�r� ..N•' � ,;,..�---- �"' i t � .?�,>�
-i 1 - �. .<.r` � 'i J � ti'a �Lri G•-• _ F if 'w'Ft.�A 4' `�f'� 4..r -�._.__-... _}•-••`i. # � e , jpy.. d".'�t it' dn..fii' I I �"�1rw 7�L ��`^! ; \ �` } �� �•.
--
ji
i I w
i t ff-614
,. _— _._-_ �. I i 2 moi.•` t
� ,
T s s f � • ep xc;'
1 ..
• _`.~„ _ � _aWM i � +�r �,_ �
folio wn"t-1, r
�. !} ''•,, ! u�. -.w.¢n� '�+�"�`l�,,.�{��' .. _ £ t f'` t;,.�.�fa Ill i,l�! � _ •� � €� '
?. SI,��.
14:_ g K. e".de.!,� a';5 t•`�f �. 'f':,*�'�`�•���i ft _____ ( �'���� l+�`""o' � 4 l�t��"�S /�i.,�'-n S Gr=�� S"x1 a[b .,_;•.�•
Ag
I -,,.. � 3 ``�� � �......._.,. •k�i Com,'.f � 1:'ttl.r�"c t�.�o-�.: r �,�.:� '�, �.... ,,...."_y.._._�..., ...__�.. - -----._— _.__...._—; 33 I _
lc" `` t t }r t tt �`t..• .t9.t P3 1 ✓ d1! t •}�`'! 1;,
F1,
4' �"..:�,i�'�"9Y+.P•$f� ,� g [�iry''J=�• �,�•t�.9:� 5tt��,i ,°�� � i : � y"f": 1 t _. - . �� �M—__ �-�' __-.__-__, 9 ,�? f 2.} t �{,�,! � g
-•f i.. .rte ` [ - per. 'i`$M m....-,i ` ... Y•fi�F{ ^ •, _ -- t, 3 i'i s t�lr 4i 6:n.'drl
a,�1' h f 1<I 1 °f"�t' k -4/ S i f 1. f_.............. \\
�`�.,, /jb.���y,-`�gf1p `�,j-fig} fid',.,'• + 2 �_._...,._..,_.__.......-•--� 4,.y l�s�afn �,t6C�` j' 0'�1�'�`C �:;c.'{
Ilii � 1
Y-
�
a
..._.,..-._.-•..-.v...,...... _,a..n....- +«.�.---` ..w..-. p - .....-........_._......_.. ._ ..__, +....v...-. .---- ._._....-,-......_..-....-•-_-...,.--. .,----•-- .__-__-.__i 'S t LJ ['d f �Q` H .."1.` .� ... _ r. .«..,..,..+ _ ..,. .__._ _.._.._ e.__ OM1_ _ -• ---_-•--�._. .-.•.- •.-.._�..w�- �...,..-.,r '_;_._....,._,.__:_._..__.... __ ..._..._.___�.._.._._._.._. .............« I
tart p S u n__._.(_.._... 1 1 ...«..»..W...=•..... .w. .. ...-...._, ........,.,..,"(..,.,,...,,.,.....®< ,..xa.w..v»_..i-�.,ye'rt',�A W „i.�„_ .�'
` � i _ � � 4 war,. � _.__-___.._......A_..._x �`1�4•-.._�P � 1
8}1 POUREDIN ��°
, • f1 -iE f PLACE TIE BEAM
-JE r
t ,
CORE FILLED CELL #5 VERT.r I � �
BAR TO
G' 17- TERMINATE (
;t }�
` TIE BEAM
7a 7z
` -__-r __.—__...__w,. p-..----�__...M-._.. E' ..-..._.._._ ..m.wi...,.a.....��...,�....»...,....».a.,.».-,.,....-,•...............}._....—.,»..a.e.n._._..�.,.�,...w�vsr�..,..........n..-,...r,..�m�•..s.••�•,,.�...,........�.a..».,..+...»+..,.�---- ,'."^""^ -7 3 4n)i�
P.T. 2x- la ». b
BUCK ALONG SIDES & t,
TOP. ATTACH w/ 3" k
TAP-CON @ 4" O.C.
�}5 RE BAR
' OPENING SIZES
CAULK TO PROVIDE 8" PRESTRESSED i #5 VERT. BAR @ Co.
WATERTIGHT SEAL U-LINTEL a` (`� SIDE OF OPNG wf I`'i
-. . . . : .
9Q" BEND INTO �'
• � WAIL CAP WITH ®��
BUILT—IN DAMPER* , LINTEL ±16" �
CHECKED
WALL ° AT
,
it -
CLAM ��—,
L1 BF8 t
DUCT I " ) SCALE
i
WALL FOR MASONRY OPENINGS
f N®TE: 5'—1 or LESS JOB
GREENHECK WC-8 1. CONTRACTOR TO REMOVE
WALL CAP OR BACKDRAFT DAMPER AND 104 -,4
APPROVED EQUAL INSTALL 1/4" MESH GALV,
SHEET
DAETIL ( TYPICAL LINTEL OPENNG REIIFORECMENT
WALL CAP DETAIL
THIS DWG. (MANUCFACTURED BY CAST--CRETE or EQUAL) SCALE: )/2"=V-10" ** SIZES MAY VARY - SEE PLAN
CE SHEETS