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i :2175 MARINF�t=BI:'D �� .f
i SUITE A �� • °� . � , � ,
� :SPRING H�LL�� FLOR�DA 346Q9 PFi. 904-586-2Q8� �
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.specif%cations a�nd:str,uctural
; . , wind:load calculat�ans .
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I Addresa
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� Phone No. `g8�+bD'6•;*�3��fax Na.
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� i Job Addresa ,
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� i � • Bullding Dept. ��, � ��� ' , � ., 'j
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St@ 1 '� ��� � x n o� re oc ty pre��ure or d�we Ad�u�t lor MuItIp1Y SY Muhyl���
i •�po�ur� C or ��po�ur• D 'for �honlin• �r�a� I A roof/minu� eod• I�etor 1.4
S�I�ot lh�v�loclty pi���ur• v�lu• •hown In th• eh�rt below b���d on your f��te�t mile wind •peed B Ib� Shinpl• o� Equ�l�
dulpn nqulnm�nt �nd the m��n roof h�ipht of eh• �trucwr�. •S�• B�low � �, 1 2 Ib� TII• eque a
INot�: All wlnd veloelt re��ure� �re �hown (n ound� er � uare footl `�
V�IOCIT��II[//U11[VALU! Cl�el��nd�n��r VALU!In/o■ A �� ��
Wlnd � ��d i •a o�ur;� 70 Ex . C 80 Ex . C 90 Ex . C f 0o Ex . C� 1 o Ez , C 90 E� . D I 100 Ex . D 1 f 0 Er . 0 �.�
M��n Roof h�l ht 0'� to 15' 10 1 J 1 7 21 25 90 95 41 '
M��n Roof h�l ht 5,' t 20 11 14 IB 2Y � , '_�_17 ' 92' ' 37 ' 44
M��n liool heloht ; 20_to 25 : 1 2 15 1 9 2a . 29 94 40 47
M��n Rool h�ipht 25j to 90 1� 17 21 26 31 37, 49 50 v•�J
M�an Roof h�lpht 90i to 40 14 1B 22 2,7 �� 40 47 55
M��n Rool h�ipht 40; to 50 15 19 24 29 96 4� 51 59 V�I�u�
To delarmine Ihe mean rool heipht; lirst, AUD verticel distance Iram grade to top of exterior wall PLUS; to E•
e. �for �oof enple (rom horirontal being less than 30 degrees� 50°0 of the vartical dietance from top not I�e��
of exterior well lo tiighest roof ridge line. �,,._� � then'10
b. �lor roof e�gle (rom horizontel being greater than 30 daprees� 754'0 of the vertical distan�ce (rom top
of exterlor well to highest roof ridge line. ._.___.. �
St@ 2 E�tabli�h ��•InJ lond vclocily prc��urc valuc� ��cr lincal foot:
Fo� •truatural►oof framing membe►� (rehers, trusses, (a�ks, beams, girders, joists, etc.) i ,
b�s�d on e�nter distanca between the members.
I CALCULATE EAVE OVERHANO (O.FL) UPUFT IOADS
Distance on Center ; Multiply, Pressure Load Fixed O.H. � Length �ot. U.u. �
i Feet X Valuc Per �/2 Value Load V3 of' UPUFT V4
Inches Feet Value J11 �/� Foot per Ft. , overhang LonD
B" 0.5'0 tt x = X 1.43 = I X = �
a� o.sh_rc x V1 — - -x _t_�ts = � x = �
�z�� • �.00 rc_ x - � --- x _�_a3 = i, x = _M �
te�� i.3 x = x i.n3 = � x = �
2a�� Z.00 rt _ x �q �o -= 3�t.�L _X _1.43 = SL�. x 2 = lo�- i
ao� � 2.sa rc x ' = x �.aa = I x = ',
38" 3.G0 ft X X 1.43 i X = �
St@ 3 '� Identify anJ n`umbcr: I
On your roof tranrng �i,lan, identify, by pre(ix numher, all structural (raning n�enbers. �,
lhe the same prefix and nun�er (or all,men�t�ers wliich arQ idaitical in span and yeneral design. i �
Ae�xes are shown � Note: Mark all pirder trusses and bearns at their bearing points with "AI" at one bearinp point and
!n the charf below. �i "B' at the other bearing point. �
Item `` �,Roo( Roo( Hip Beam or F�iip O.S.Roof Opening Gable Sl�ear End Side
Desc�iption Truss I Rafter I Jack I Girder I King Jack� Comer Header Frame I Vltall I Wall I Wall I
�erx —► �, � � � � � --G � C� � L-� � �� �St�J Ec� � S w�
Ste 4 � Calculate upliR loads for all structural roof framing mcmbc'I s at both cnd
, � bcaring points.
' Do NOT list yirder trusses, beams or hip roof king-jacks in this calculation step.
I
Load values WITHOUT eave overhang Load value WITH eave Load values WITHOUT eave overhang Load value WITH eav
overhan at br . oint I overhan at br . oint
Structwd Li�t h�H tFr w Lo�d M Ov��h�np Lod Structurd Lirt hdl th� M � Lo�d rr Owrh�np Ln�d
m�mb�r �p�n dbtanc• w V2 WITHOUT w Lo�d WITH m�mbu •p�n di�t�nc� w �/2 �I WITHOUT w Lo�d WfTH
I.D.numb� brp.to brq. T � ov�rh�np T V4 ovuhanp I.D.numb� brp.to brp. T � I ov�rhany r V4 ov�►h�np�
� � ❑ �
on vl�n� (in/e�t) N 1L6�.) N Ilb�.) on plan� lin fe�t) N ILb�.) H (Lb�.) �
I�} „ ,�i•2 - 5�� + o S3 I� x 3R.z Sti1 + (0 53 i
2 � x � �f. _ + do - 0 d� x d� ! � + d.. d� '
p x ' d.► - + � - l I �66 S x do I - 7� + �o !.'7 9
0 c� x , _ + o� � Z aL x �o I� _ �.o + aJ-. c�
s � x � � _ � '� dO — d� � � x � ' _ � -� � do
�� a(,o = �- � + �— i� d.a x do - + d,
o � x do = d.� + do = d.� � d-a x � = do + � da
�� � � d.o = + � - I�o x � - d� + d. �
2 VS [V6� VS V6
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St@ 4 � Calculate uplift loads for all structural roof framing member�at both end
continued
'bearing points. '
�j1101 list pirder��sses beams or hip roof king-jacks in this calculation step.
Load values WITHOUT eave overhang Load value WITH eave L'oad values WITHOUT�eave overhang Load value WITH eave
overhan at br . oint ' overhan at br . oint
Structunl Li�t hdi tFw M Lo�d M Ov��h�ny Lo�d Structurd Li�t h�H tFN M ' Lo�d tr OvNh�nq Lod
m�mb�r �p�n dirt�ne• � V2 WITHOUT � Lo�d WITH m�mb�r �p�n dirtanc� � V2 WITHOUT � Lo�d WITH
I.D,numb� brp."to brp. T overh�np T V4 ov�rh�np I.D.numbe brp.'to brp. T I overh�np T V4 ovoh�np
on plon• (in feet! N ILb�,) H (lb�.) an plen� (in feet) M ILb�.I M ILbt.)
1 . 6S ; � _ �S + o = 6't = I - +
�41� d-o = do = �. + � - �!„ ! -
x +
$ Io.�6S x � _ + �z x ' _ +
B (v � x oLO = i� -� plp — � x = �-
$ 2.1 � x �LO = -f� — � ' x = +
8 22 .33 = do = �to + _ 2�� ' x ' _ +
$ 23 .6cS . _ '.tfl + � - � x ; _ + -
z �o x J.o = �.o + al., c�o x i = +
� I x � _ � + �,�1 — dJ x i = +
Z(o � x d.o = + �.a - 3"l$ x � _ +
.1Z� . .QIS x � _ q + - 297 x i = + � �
2 � �.5 ' , = l 7 + d,� = l Z I x � _ + -
J 29 .5 ' x 1� = S + da = IL3 ' _ -
Z.S x +
�_ x � _ � +�_ = Zo� x ' _ -
.13I •S � _ = 137 + = 2`�t x � _ + -
3Z 3�_ = 13) + � = 23S x � _ -
+
��33 .s x � _ �� + - z,l x ; _ + -
�_ .S x d.� = Sa + do = 16 3 x i = + -
.13y� Z.S x �_ = IB + al.o = Zoz x � _ + _
.f36 2.335 x . �.o = q2 + � = tqlo x � - + _
J 3? .33� x � = 2 + cl.o = S6 x i = + -
.!3g .G2S = d� _ + �.. = 283 x I = + _
��_ 2,IzS x = B 3 + a�..o = 187 x I = + -
.1 yo i i x d.� _ + d.. = 63 � ' _ + _
.1�}1 .9�S x d, = 3 + d� = 297 x = + -
_ _ + = x = +
x = + = x ' _ + _
'-` = + _ � � _ + -
x = + _ _ � _ + _
" - + = x � _ + -
, - _ i -
_ _ + - x = +
_
i • _ + _ , ; _ + _
ix = + _ ' - I
� _ � - + -
i • _ + — x , _ + ;
" — + - x � _ + �
_ x = + = x = +
" _ + = x = + —
x = + — x = +
� = i- = x = �. _
" — + - Y = + —
3 VS V6 V5 V6
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ste 5A• , . ste sB .
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' Cshfrfbutory UpUft Y.o�d Valua .a.� i��«�a.w. Up11Q Losd Yalue Facton tur
•�.a• roof frame i.7n=Jacfa
40�ouWde nall corner overhan�sms: '� '
yr. ���y� $��C�L}I���CLO/vrYp V���V�{fOT L�1N CF1MS
!JM loi�All Cwrr��(Hip i G�bw) ' .
Id�ndcal eemws ahould hw�th��am�I.D.number . �a 2 b��d upon th�hip-j�dc s�t•b�ck��t�nc�Irom
'�� �r�Msnu b�d for thi�comN ovorhanp ro• � o••d+r+v th��xt�^a b�rinq�"�fl ,_
ComM EntN M M�th M u• u� ;
1.0. Sa.Ft.ol e► Fx.d Function A SK•B�ek 8 V9 S�t-Back V$ V9 Sit•8�ck V8 �
�s�how Sh�d�d T Vru� Vrw T V� V7 Dist�nee Fector Fectw Distanu F�ctor F�aor Dist�nc� Factw Factor
�plans Ar�• M ' (rtiul�sl H in I�et Valuo V�lu• in'}aet V�lu• Vdua in f��t Vdu� V�lu�
cR-1 �} x z.ts �(o x - �(,Q 1 4 2 9 32 19 17 108 58
cR•2 � x 2.15 - d., x - � 2 5 3 10� 40 22 18 122 65
tp-3 � x 2.ts x - d,o 3 6 4 11 47 2s 1s t35 72
Cp.4 x 2.16 - � x - � 4 8 5 12 55 31 20 150 80
CR-5 �,a x 2.15 - � x I��� - 5 11 7 13 64 36 21 165 88
CR•s x 2.15 - � x _ cb 6 16 9 14 74 39 22 182 97
CR-7 x 2.15 - da x � � 7 2 15 84 45 23 198 106
cR•8 x 2.t5 x 8 26 15 16 96 51 24 216 115
S 5C ((Hip roof King�Tack�only))
Calculate p ift Load Values at bearing point�of King�Tac{c�
Hi Kin -Jack Load et aet-back beerin point � Hip Kin -Jack Load at outside wall bearin oint —�
Structurel Set-Back �Lpr Value t� � En[er Value nn Math M Enter � Struct�r�l
member •Dist�nce /$ based A �/� �/� �/9 based , a �/� funciion n Overhang �/�� member
I.D. No. in feet on set-back 7 � on set-back T value T Load . I.D. No.
on plans freferencel Distance H Distance 'H � (result) H from v 7 on plans
J2� "7 2o x = 3q2 12 X• ' = 23S + 64 = 04�
x = X = + _
X = X = + _
X = X = + _
x = X = + _
X 1�.6 - X lR.� _ + _
X - x - + -
x = x = + _
x - x = , + _
Kin -Jacks whhout overhan enter Zero "0";
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se 6
Calculatc Wind Load Valucs at thc actual outsidc corncr bcaring point of a Gablc roof framc mcmbcr. G p/iff
R.k.o.H. eai Va/ue
Liet all roof frame membere i �/� X 1.43 = P.L.F.
locatad et exterior Gebla Well. • Uplih(.ct
r Loed et Gable corner
Structural Corner Enter Half nn Rake O.H. Math M Enter Value M M Half the Gable
membar I.D. number ot the A Uplift funGtion A y�j or v �/] �/� A Geble Uplift
I.D, number es'shown Rake O.H. T Factor value T for T T width Shear
on plans on plans Sq. Ft. H (result) H ber H � H distance P.L.F.
X = + � - / _
X — + + — / — '
X = + + _ / _
X = ' t t - / c
= t t = / _
X = t t = / —
X = t t I — / x
i
X = -F- t ' _ / �
X = + + _ / —
X - + + - / -
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S@ 7 t Calculate v+irsd laads for fi�ne me�nt�s rner t�as�eas; i
Pati Po Cmered F�hies, etc. � ' R�ar►Aree
tist 21!rooY trar�ir�merrbas that e�nd over any v 1 x i.2s = S•�+$ t,�iift EaQar
rooled apa►,are�d a Qatio,cariaort.portil,etc
�� �/�(p,� �1 M US'f L� L�.�D SULCRI� �1 AfQ� M ' h1�3(t'1 M L1Sf L� ��
�rorber �s�,ce or a � t�,cam A V 5 Yb t� "� as�,oe or A � q�, fu,c�an � V 5� Vb �
LD.nirfier roaf frarr�e T f�rea vaiue 7 OPBV LD. rnof frarre s ' Area vaius T C�85�
OYi�712f1S tT$Y��f ti �ift {lESlft� N W�V v�� � Oti j�13(tS tTEfT'�Pl H I �.�IIfL �f�1L� H Y�� v�� ��
•t�'Spa"~ Facza V 12 V 19 "�"S�ar'R i Facc°` V 12 V 19
�
'Z x�6� � + (�,Z'"J b2 x i +
A13 33 x d. `�� + �d.a _ 7'�( � i +
� x d.o �, + _ '12 i ■ ' +
1 a X •b + 3L x ' +
/q!�} do x sya + s+�p c�o x , +
7•33 x Z + 721 x ' +
do x da •la + ,d.o - •�o x +
2 4.t't x ,do Y + � ��Z x ' +
2" oi..> x d.� + d+ da x +
�G3 �` z + .!-a x ' +
z,'j x S4s + � 'r 353 x ' +
.! i x �a + �1 ��-T x ! +
�l zg . 3 I x I • + 3 8 o x ' + '
•.i 3o Si x 28 + 2o x Z3o x ! +
• .ZS x 5 + 2.g 336 x +
t�st I.D.r�trt�ers of a!1 Step t�b.7 roaf frarrirg rrerrt�exs along wth
the re�tiveY13 Ioads on ttie Car�ta Specif;catiion Chart. V]3 , , V i3
S f? 8A ,
Calculate;V4'ind Load Values foz• all i•oof f�•amin� eie•der i:•usses :tnd beams at tlyeir beac�ing p�oints. /q,,
( Do NOT list headers Aver ext:'& i�t. bearing wall openings in this calculation siep. See Step No. 9 } �'�
S e N a bottam of $A �
�st a roo rame mem ers,t at ear t e�r oa sd on t�ie� ; �"T st ai roo rame mem ers t at ear t eir aa s on t e `:
,specific girder truss or beam•I.D. No, tisted below; � i specific girder truss or beam I.D. No. listed below; ;
� Y �'►O !
i Girder Truss ar Beam I.D. No. � � � � Girder Truss or 8eam 1.D. I�to.
� Struciura! Loads fram Quantity of {Totals} � Structural loads;fram Cluantiiy of iTataisf
e rnemlaer YS (V1Q M members wfth Add lines t e member V5 �. 10 M memhers with Add lines 1
ll I.D. Na. V1— 3 �— A sarne I.D. No, thru 10 & �J I.D. No. 1/13 I A same l.D. No. thruil4 &
an pians Values T bearing on this enter sum an plans Values T bearing on this enter sum
which ao ! N beam ar truss on tine 1 1 which'ao t N beam o� truss on iine 1 1
� p� 223`-t x I = 2Z3'�} � ..�2? ZR7 X t = 2�?
2 p 2 5� x � — �(°J 2 �}2$ 21 x 2 = 24 Z
s Ao3 d� X 1 � _ yg 3 .I29 b'3 X 2 = 3�z�
a p y� X !' �!`! � .130 �2 X 2 = �o'}
5 A_..�..._ x 1 = 5�a 5 .,1'3 � 2.�f'1 X 11 = 2b S�1
s X s � X =
� X - 7 ' X =
8 � x — g ' x =
9 � x = 9 � x = �
1Q i x 10 I x — I
11 I Sub-7ota1 ► y�t3o 11 � Sub-Tatat � 2U
12 Divide Line 11 b 2 = 22{ 12 Divide �ine i 1 b 2 = �9bf3
!f ihis Girder 7russ or Seam has any structural mernbers !f this Girder 'Crus's or 6eam has.arry structural s�riembers
directly adjacent and parallel to it, calculate the square , di�ectly adjacent and parallel to it, calculate the squ ire
faotage o't the area between these members from faotage of the area between these members trom
13 bearin oint to bearin aint and enter HERE 2 . .� 13 bearin oint to b�earin aint and enter HERE 1'�6
14 Divide Line 13 b 4 = �.3'� 14 Divide Line 13 b 4 = �`�'
15 Multi I Line 14 b Value ►" V 1' l`'�'`l' 15 Multi ! Line i4 b Value �"V 1 2.�4"'
16 Add Line 7'2 and Line 15 = V 14 -� �?js' 16 Add �ine T 2 and L's'ne 'i 5 = V ld "� Z2 3
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continued �
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ut a roo i ►�m• mem er� at ear t eir oa a on t e iet a roo rame mem er� t at ear t eu o� s on t •
�pociHc pirder tru�a or be�m I.O. No. liated below; �pecific flirder true�'or beam I.D. No. liated below;
� �' � �t10 � `► ' �21 �
( �irder Truss or B�am I.D. No. I Oirde► T�uss or B�em I.D. No.
n Structural i Loada from Quantity of (Totala) n Structural Loade from nuantity of (Totals)
� member M membero with Add linea 1 • member M memben with Add line• 1
X I.D. No. • A �ame I.D. No, thru 10 d� X I.D. No. � A �ame I.D. No. thru 10 b
on plans aluea T beering on thie enter sum on plans aluaa T beaiing on thi• •nter •um
!which a I H beam or truae on line 11 which ep I H beam or truaa on lina 11
1 21 '�, 2 '1 x = q�} 1 �. 29 x 2 = Q
2 28 � ZI x = �g 2 Z Z I x =
3 2� '3 x = �is2 3 2 � x = 652.
4 D 2DZ x = $0$ 4 p Zp2, x = $O$
5 1 2`� 1 � = 28 5 J 3I Z�{ x S � l Zo
a : = a � x �
ix - � ' x �
9 x = g x �
9 x = 9 ' x —
10 x — 10 , x —
11 i Sub-Total i �O 11 I Sub-Totel —► 7�'3
1 2 � Divide Line 11 b 2 = �Z 3 1 2 Divide Line 1 1 b 2 = $ �„
If thia Girder Truss or Beam has any etructural members If this Girder Truss'or Beam hae any structural members
directly edjacant and parallel to it,•calculate the square directly adjacent an�d parallel to it, calculate the square'
(ootage of the area between these members from footage of the arealbetween these membera from �
i ;
19 bearirt point to bearin point and enter HERE 5'(7 13 bearin oint to bearin
point and enter HERE
14 Divide Line 13 6 4 = � 14 Divide Line 13 by 4 �= O.(�(rs"
15 Multipl Line 14 by Value � �/� = 21�{'. 15 IVlultiplv Line 14 by Velua '� �/ � — ^a�
18 Add Line 12 end Lina 15 = V�4 —� Z.S�7 18 ,4'dd�Line 1 2 end Line 15 = V �4 —� �O$ �
ist a roo rame mem ers t at ear t eir oa s on t e � i5t a roo rame mem ers t at ear t eir oa s on t e
specific girder truss or beam I.D. No. listed below; � specific girder truss or beam I.D. No. listed below;
i � ;Girder Truss or Beam I.D. No. B 2� � � Girder Truss or eeam I.D. No. B Z
� Structural Loads from Quantity of (Totals) � Structural Loads,from Quantity of (Totalsl.
� member V5 V 10 M members with Add lines 1 � member V S I�0 nn members with Add lines 1
I.D. No. V 13 A 'same I.D. No. thru 10 & I.D. No. 3I A same t.D. No. thru 10 &
on plans Values T bearing on this enter sum on plans Values � T bearing on this enter sum
which aooly H beam or truss on line 1 1 �Nhich aoply H beam or truss on line 11
� 82S 3'fo x = l D2o � Z"7 ZR"1 x I = Z�t
2 g 2� l��o x I = l�`fo z 28 !Z I x 3 = 363
3 x = 3 .1 Z.`� �0 3 X 3 = �
4 x = 4 ,,� 30 ZOZ x � = pG
5 x = 5 ., 3 � z�F 1 x 3 = 7z3
6 x = 6 � I �q'? x � = 2 7
� x ' _ � � f b3 x I = t63
8 x = s �J 3 S 202 x I = 2.v2
9 x = 9 � x -
10 i x = 10 x -
1 1 , Sub-Total � 2�1�00 1 1 Sub-Total � 3�`�'D
�2 I Divide Line 11 b 2 = (3$O 12 Divide Line 11 b 2 = �57�
If this Giriier Truss or Beam has any structural members If this Girder Truss or Beam has any structural members
directly adjacent and parallel to it, calculate the square , directly adjacent and parallel to it, calculate the square
'i footage of the area between these members from footage of the area between these members from
13 bearin oint to bearin oint and enter HERE 13 bearin oint to hearinq ooint and enter HERE 3y.66
14 Divide Line 13 b 4 = 14 Divide Line 13 b 4 = .(�(r
15 Multi 1 Line 14 b Value �V I = 15 Multi I Line 14 b� Value � V I = �'10
16 Add Line 12 and Line 15 = V �'4 �� �3$a 16 Add Line 12 and Line 15 = V 14 —� (��}O
Any girder truss or beam bearing point that has a continuous vertical load path to the foundation is a primary bearing
N point load. Any girder truss or beam bearing point that bears its load upon another girder truss or beam is a contributory
0
T bearing po�int load.
E All girder trusses and beams which do NOT have other girder tr�sses or beams bearing their load upon them must now �
, be list2d with their load values in Step Nc�. 8D under the V�lue Column
, , � , . ,
. , �, • � ,
. .. . , ' ' • . ' "i; .
- � , ' � - �� ;
• , � , i �
� �
1 �
i
i
I
e s � '
tontinued , �
ut a roo rom� mem ar� t at ear t eir oa a on t e iet s roo rame�mem ore t at ear t eir oa • on t •
�paciflc pirder trusa or beam I.O. No, liatad below; specific girder true� or boem I.D. No, liated below;
I Oirdar Truss or Beem I.D. No. ��� 1 • airdor Truss o� B�am I.D..No. ��� '
n Structurol Loada from nuentity of (Total9) � Structural Loada trom. nuentity of (Tot�l�)
• r membe�r , � M membera with Add linea �1 • member � � M membera with' ..,,� �Add:lfne� 1
X I.D. No. A same I.D. No, thru 10 & X 1.0. No. A seme I.D. No. thru 10 &
on plans aluea T beerina on thi� enter sum on plana aluea T bearing on thit enter sum
which e I H beam or truas on line 11 which�ap I H beam or truaa on line i l
� 87 x = 37 � J38 = = 283
2 � 12/ _ '-E = 2 2'l 297 x I = '7
3 �b 3 x = aSq 3 J28_ zi� x '.3 =
4 x = 4 2� x � �
5 x = 5 J 0 Z x ?j = 0
e x = e 3"1 l S6 x 1 = 1 Sb
7 x = 7 3 ip �Cl'�D x � �o
e x = e � 3z x = o
s x = s ' x -
�o x �o � x -
11 Sub-Total � 11 Sub-Totel —� Q
12 Divide Line 11 b 2 = � 12 Di;vide Line 11 b 2 = � $
If this Girder Truss or Beam has any structural members If this Girder Truss or Beam hae any structural membera
directly adjacant and parallel to it;calculate the square � directly adjacent and parallel to it, calculate the 9quare
(ootage of the area batwaen these mambers from (ootage of the are�a between these members from ,
13 bearin point to bearin poi�t and enter HERE , 7 3 bearin point to bearin
7 point and enter HERE 3 �(i(o
14 Divide Line 13 b 4 = ' .3 14 Divide Line 13 by 4� _ �(�(�
15 Multipl Line 14 hy Velue � V� _ $S 15 Multiplv Line 14 bylVelue � �/ � — ��O
18 Add Line 12 end Line 15 = V�4 —� �� 18 Add Line 12 and Lina 15 � �/ �4 —� ���g
ist a roo ra(�i—me mem ers t at ear t eir oa s on t e , ist a roo rame mem ers t at ear t eir oa s on t e�
specific girder truss or beam I.D. No. listed below; �specific girder tru'ss or beam I.D. No. tisted below;
L : L
� Girder Truss or Beam I.D. No. � � Girder,Truss or Beam I.D. No.
� Structural Loads from Quantity of (Totals) n Structural Loads from Quantity of (Totals)
� member V 5 V 10 M� members with Add lines 1 � member V 5�0_ nn members with Add lines 1
I.D. No. V 13 A same I.D. No. thru 10 & I.D. No. 3� A same I.D. No. thru 10 &
on plans Values T bearing on this enter sum on plans Values T bearing on this enter sum
which aooly H beam or truss on line 1 1 vvhich;aoalv H beam or truss on line 1 1
1 � x = 1 � x =
2 , x = 2 � x –
3 x = 3 � x =
4 x = 4 I x =
5 x = 5 �� x –
6 x = 6 x =
7 x = 7 x =
S x = 8 x =
9 x = 9 x –
10 x = 10 x –
11 Sub-Total ► 11 ; Sub-Total �
12 Divide Line 11 b 2 = 1 2 Di�vide Line 11 b 2 =
If this Gi+der Truss or Beam has any structural members If this Girder Truss or Beam has any structural members
directly adjacent and parallel to it, calculate the square , directly adjacent �and parallel to it, calculate the square
footage of the area between these members from footage of the area between these members from
13 bearin �oint to bearin oint and enter HERE 13 bearin oint to bearin4 ooint and enter HERE
14 Divide Line 13 b 4 = 14 Divide Line 13 b 4 =
15 Multi I Line 14 b Value �V I = 15 Multi I Line 14 b Value � V I =
16 Add Une 12 and Line 15 = V 14 "� 16 Add Line 12 and Line 15 = V 14 -�
Any girder truss or beam bearing point that has a continuous vertical load path to the fouridation is a primary bearing ,
N point load. Any girder truss or beam bearing point that bears its load upon another girder truss or beam is a contributory�
0
T bearing point load.
E Ail girder trusses and beams which do NOT have other g�rder trusses or be�ms be�nng the�r load upon them must now �
be lis[2d with their load values m Step N�� QD unifar thc: V•ilur; Column.
, � - �_ �
I ' w " � . =i 4 : ,.
, • , � • ,. . � . ,.
. ' - r . " • �,. . .. .
. . , . � . , - .. . �
i
4
. �
�
s e sa
E�tabli�h contributory load valucy imposed upon othcr girdcr trusse� or _
besms bascd an the bearin oint lacation aton the s an.
List all pirder trus�ea and beams which p0 Whan one ctructurel member bearc ita loed on enother
b�ar iheir loada at ono ar both ands on • struotural member, tha contributary laad must be determ�ned
'� other trussea or beems from Step No. 8A for both beerinq points of the pirder truss or beam.
Where the loed is pleced elonp tha �pan determines the
� Structurel Muttiply Multiply Multiply contri6utary (oad vaSuss for �ach bearin{� potnt.
member ��d �/�a Velue Velue Velue 1`!—"'— Overall S an af irder truaa or 6�sm —'–+►�I
I,O. NO. ti(riCS timeS IitTt08 U othsr pird•r or } tt oth�r yirdar or � i!othar girdar or
Ott lans 0.6? 0.5 0.33 b�am 4rp,pt.Is in � b��m bry.pt.is ln ; b��m b�p,pt.i�In
�' �23y" l4q'7 ��� �3� First 3rd of■ en ; Middle 3rd al • an ` L�st 3rd ol aoen
� x t� o t��.� �a �� 1
USE USE USE
YALUE VAIUE VAlUE
• ' ' V15 � V16 V17
, !n St�rp Na,8C In Stap Na.8C In St�p No.8C
. ' ,
� When catculating load at this bearing point
( j
Y1$ Cantinus xo resnter Va1ueV1 unxii the tata!
� � V�'Jr . V�f� �/�� PRIMARY b,eering point Joad hes been determined,
8C , �ist all girder trusses�and beams which DO have
Calculatc all contributo load valucs im oscd u on other other irder trusses or bearns bearin heir I ,
r}' P P 9 � g t oads
ircicr tr-u:�ses or beacns to ALL PRIMARY bearin� �ints. upon ihem from Stap No. 8A tEnter both ends A & Bt �
�; St�ucturd � I.D. Number of Girder or Beam bearing � � Struccural i L0. Number of Girder ar 8eam bearing
iL ;, l �
-� i , member its toad on thia sttuc2urat member . � ' mem6er �its toad on this structural member
� N � I,D.number N I,D number
j E � on plans From$8 Ftom$8 From 88 ! � on pia�s From 88, From 88 From 88
'�` ; , � e�e�p.�c. �IS �vi6 �i � :j � : ��e.q.�. �vu� v�ra �va
� � {E�1D•A} ColuFnn 1 Calufin 2 Co3uFnn 3 t ?� 1END -6} Colulnn 1 Cci�uh}n 2 Colulnn 3
i , �yq'I o t � l �
I'� 2 • 2 ' •�. �'-'` _
3 • ' 3 �-'' ' `
4 Add cotumn ��� i'^`'�..� � d Add aclumn „�t.,,,_ ��.:+�, {3�
' 5 Add polurtn totels frorn lina 4 e�d entar here-'—" I�� ! 5 Add colurrn totais from line 4 and enter hare-----� � '�j�
6 Entar Vaiue irom Step No 8A ,��j� 6 Enter Vaiue�� fram Step No,8R Z,�
i
7 Add Line 5 to Line 6 end Enter total here 18 � ','Q C�, � 7 Add Lino 5 to Lino 6 end Enter tatal here 18 � ?J.�� �
!}this is�Prittiary bearinp point load enter I.D.!f �� � U this is tf Frimaty hearinp point toad entcr t.D.Sl i
and value`/l$�i�Step No.8D. ��..,� ,,.��� and valueW�$in Step No.8d.
H thia i��Contributory beerinp point load reenter I.D.A" ,.--''�.,,, ' Ii this is a Contributory baarinp point load reenter LD.if
and value ] in Ste Ne.8B. � � a�d value�� in Stec No.86. ``'�
'� Structural i.D. Number oi Girder or Beam bearing i ' Structural ;I.O. Number ai Girder or 8eam bearing
: � � �
i � member its load o�thia structural member � ! j member its load an thia structural member
I
� N �.d.number � N 1 i.0.number
E on plans From 88 Ftom 88 From 88 E � on plans From 88 From BB From 8@
j at Brp.P[. V� Vl Vl X et s�o.pt. Vl V1 ' Vl
(ENb•A) Calu n 1 Colu 2 � Colu n 3 (END -6) Colu 1„ Colu nn 2 Colu 9
t $2(0 7a B2 i �2� �d'2a gZ`�
z z
� g ,. �
� l�•"�(� .a�_ �r,,,;.�
4 Add colurm � -•"� ',��D �%•^�..,�, -'�-� 4 Add colurcn I -
5 �ldd column totds irom Iina 4 and enter hare--^—i" '�j�Q 5 Add colurm tatnls from�Iina 4 and ente�haro—""� ��a
6 Entor Vdu• �"� irom Step Na.8A �3 g� 6 Enter Value �� trom Step No.9A ��$Q
7 Add lin�5 ta Cina 6*nd Entar tatit her� �$ '�'l, �� 7 Add tine 5 m line 8�nd Enter totai har� � �„']�"s(,,�
H this i��Prirrwy beerinp pant load enter I.D.�f , N thi�ia r Prime�ry bexinp pant loed enxer I.D.�
.�a,►.��oY18��sceP No.ea. • � and vdue V-�$in Step Na.8D. �'•- ��
.
tf thia is a Cantributcry bearin�paint Ioad rae�ter I.i}.l y if this is a Conttshutary bearinq goint laad raentar I.D.l �-''�'' �`
end vwl ie � �'
. �
. � ! . '- �
. , � . � ; . . , .
. � . . , ; , -, _ ,
$te $D List ALL PRIMARY girder truss or beam bearing point load
values with an eave overheng at any bearing point.
Structural Length of M IvYath nn Load List I.D. numbers of all roof (raming
mernber overhang A � function A V� WITH girder trusses and beams along
I.D: No, (in feet) 7 V3 value 7 � overhang with the respective V�9 loads on the
on lans H (result) H (Lbs.1 Connector Specification Chart.
f�o I � X S� = l I Z + ZZ3`�F = 23'ko
��Q � x e.�o = c� + z$'D? = Z6�q NOTE: Any roof framing membar that
/�1� � c�.o x c�-o = � + ��� _ _'3q(i� extends over a roofed open wall area
BZ� clo x c� = c�-o + �j$� = 2(93 such as a patio, porch, carport, etc.
z(p � x c�+ = c�o.__ � :2zsu = _'t3(o2 must have load values increased in
Z �,p x c�.a = �.o + _�'��}O_ � __�$$'Z Step No. 7 beforo sizing connactors.
Z � x c�.r — c.�-O + 1 ( — O
If no overhang; enter zero "0"
V19 �
Ste 9 List all ro�f framing structural member i.D. numbers
and their res�ective u�lift loacls on the cnnnectnr s�eci(icatii�n cl�:�rt. S E E S H E E T �
Ste 1� �
• C�Icu �te �Vind Lo�d V;�lues for �II opening heaclers �t their bearing points.
( List headers over exterior & interior bearing wall openings in this calculation step.)
List all roof frame members that•bear their loads on the List all roof (rame,members that bear thei ads on the
L specific opening header I.D. No. listed below; J L 'sp'eci(ic opening header I.D. No.'listed w;
I i * O�pening Header I.D. No. H-1 � � Opening Hee I.D. No. H-2
� Structural Loeds Irom �uantity of �Totalsl � Structural Loada Irom entity ol (Totels)
� membar connector M memhars with Add lines 1 e membar connector M embers with Add lines 1
j I.D,number chart which A �eme I.D. Na. thru 4 and �p I.D number chart which sama I.D.No, thru 4 end
on plens bear on T baarinp on this anter sum on plans bear on T bearinp on thie enter surn
header H a en' header on line 5 head H o en' heeder on line 5
1 X — 7 X —
2 X . — 2 X
3 � X — 3 x —
4 X — 4 X —
5 Sub-Totel ► 5 Sub-Totel �
e Divide Line 5 b 2 = 8 Divide Line 5 b 2 =
� Opening Heeder I.D. No. H-3 Opening Heeder I.D. No. H-4
X - � x a
2 X — 2 X a
3 X — 3 X =
4 X — 4 X =
5 Sub-Totel 5 ' Sub-Totel ►
e Divide Line 5 b 2 = e Divide Line 5 b 2 =
Opening ader I.D. No. H-5 Openinc� Heeder I.D. No, �-s
Structurel Loadm Irom � Quentity o� �Totals� Structurel Loeds from �uantity ot �Totol�l
mamber connector mem6ers with Add linoe 1 member connector M mamber�wilh Add linn 1
I.D,number chert whic � A same I.D.No. thru 4 and I.D.number chert which A ■ame I.D.No. thru 4 �nd
on plens beer T beerinp on thie enter aum on plane beer on T beerinp o�this •nter aum
h er H o en' heeder on line 5 heeder H o en' heeder an line 5
1 X — 1 � X
2 X — 2 ' X a
3 X — 3 X =
4 X — 4 X m
5 Sub-Totel ► 5 Sub-Totel ►
� Divide Line 5 b .2 = e Divide Line 5 b 2 =
�
. , :
j � �
m � � . ` ,:' .
C�Icul�te Wind Lo�d V�lues for �11 opcning headers �t thcir be�ring points.
( List headers over exterior & interior bearing wall openings in this calculation step.)
Opening Heeder I.D. No. H-7 Opening Heeder I.D. No. H-$
t X - 1 X
2 X = 2 X =
� X = � X =
4 X - 4 X -
5 Sub-Totel ► 5 Sub-Totel ►
e Divide Line 5 b � 2 = 6 Divide Line 5 2 =
' Opening Heeder I.o. No. H-9 ' , � Op ng Heeder I.D. No. H-��
1 X = 1 •i 4 � X =
2 , X = 2 • ' X -
3 � X - 3 X
4 X - 4 � X -
5 � Sub-Totel P 5 Sub-Totel ►
e Divide Line 5 6 � 2 = 6 3 Divide Line 5 b 2 =
Opening Heeder I.D. No. H-11 Opening Heeder I.D. No. H-12
� X = 1 X =
2 X - 2 X - �
3 � � X = 3 ; X =
4 X - X -
5 Sub-Totel � 5 Sub-Total ►
6 � Divide Line 5 b 2 = e Divide Line 5 b 2 =
Openin� Heeder I.D. No. 3 Opening Header I.D. No. H-14
� � X - 1 X -
z x - z x -
3 X ,�-� 3 X =
q X ' ~- 4 X =
5 Sub-Totel " ` 5 Sub-Totel ►
g Divide Line 5 b 2 8 Divide Line 5 b 2 =
Openin eeder I.D. No. H-15 ' Opening Heeder I.D. No. {-�-�6
� � _ � x a
2 • ��c = z x _ �
3 X = 3 X =
4 X = 4 X =
5 Sub-Total ► 5 Sub-Totel ►
g Divide Line 5 b 2 = 8 Divide Line 5 b 2 =
Opening Header I.D. No. H�7 Opening Heeder I.D. Mo. H-18
� X - 1 X =
Z X _ j � x a
-- -- — i
3 X = 3 _ X =
q X - 4 X =
Sub-Total ► 5 i Sub-Total ►
g Divide Line 5 b � 2 = � e Divide Line 5 b 2 =
�
■
� ,
. � . • • �
i �
Calculate Wind Load Vafues for all opcning hcadcrs at thcir bearing points.
( U�t heeden over exterior & Interlo�beering well openinge In thie calculetlon atep.)
� Opening Heeder I.D. No. H-19 , . Opening Heeder (.D. No. {�•20
1 � X = 1 a � � X
� � �X = 2 • ' X ;.
� � � X . = 3 , X �
4 � X - 4 X =
5 � Sub-Totel ► 5 Sub-Total � '
e Divide Llne 5 b ' 2 = e Divide Line 5 b —
, Opentng Heeder I.D. No. H-Z� Ope g Needer I.D. No. H-'22
1 X = 1 X :
2 X - 2 X =
9 X = 3 X
4 X - 4 X =
5 Sub-Totel ► 5 Sub-Totel ►
e Divide Line 5 b � 2 = 8 Divide Lt�e 5 b 2 =
Opening Heeder I.D. No. H-Z3 Opening Heeder I.D. No. H-�4
1 X � = 1 X =
2 X = 2 X =
3 �— X = 3 X =
—-- -- � -------- — — _
4 X - X =
5 Sub-Totel ► �'5 Sub-Totel ►
e Divide Une 5 b 2 = e Divide Line 5 b 2 =
F`
' Openin�.Heeder I.D. No. H �J Opening Heeder I.D. No. I-�-�6
� X = 1 X =
p X - 2 X -
3 X 3 X =
q X - 4 X -
5 Sub-Totel ► 5 Sub-Totel ►
g Divfde Line 5 b 2 8 Divide Llne 5 b 2 =
Openfng . eder I.D. No. H-27 Opening Heeder I.D. No. H-2a
� X - t X =
2 ' = Z X '
� x = 3 x �
q x = 4 X =
5 Sub-Totel ► 5 Sub-Totel ►
e 'Divide Line 5 b 2 = e Divide Line 5 b 2 =
Opening Heeder I.D. No. H-29 Opening Header I.D. No. H-$
�
� X = t _ X
2 x = z x -
� x _ � ------- X o
4 X = q X =
Sub-Totel � 5 � Sub-Totei ►'
Divicle Line 5 b � 2 = e Divicle Line 5 b 2 =
� � � 10
�
, , , " ' , � ' I • - - - i ,.,. :..
� n • � . � _ . ' . - . - ,
' . . 'I � .,.
� , . 1 � � . � _ �,
� . . � ' � i � ,. , '
i
� 1
, I .
Ste 11A , , Lareral Loads perpendicular.�to Wood Gables ' � �
,s, ' ' �� , , .� � A , ,,,,��,
Calculate connector�requirements for G�bles at top of wall line. , ��+ ;�`��;;
2nd Ilow N 4+tary AonN . •.`°��:
�This�step will determine the maximum center distance betw�err the specified � s • . �'���
� �a
� ,,
connectors as shown in the last phase of this calculation step. �
��OMfT STEP 11 A IF MASONRY.GABLE ON COtdi INUOUS FHAME FROM fLOON TO ROOF SHEATHING.
Entar�quare foot.' M Enter square toot _ Math M . Entar Math M Fixed Meth M able
G�bla Atea ABOVE � � Araa BELOW Function � VALUE Function � Value Function Width �
f.D.No. Wall lina ❑A T Wall line � Value T Step yt Value T far wall Value � C� �/2
o�plana Ent�r/or Wood H Omit il w�//ir (results) H Box A (resultsl H Wd.� 0.6 (resul H � .
G�ble ONLY mason con.sUvctio � X 1.4 CMU�0.9
GF1 Sq.Ft. + Sq.Ft. = x = x 0�.6 or 0.9 = / _
GF-2 Sq.Ft. + Sq.Ft. = x = x 0,.8 or 0.9 = / _
GF-3 Sq.Ft. + Sq.Ft. = x = x 0.6 or 0.9 / —
GF-4 Sq.Ft. + Sq.Ft. = x = � x 0.6 or O = / _
ab o a nquirementa ' ist ma�ufacturar s M Gable end wall requir�menu
with VAULTED ceilinqs: perpendicular to plata n with FLAT Ceilinqs:
Framed walle must be continuous load valua for the T Maximum , gable end walls must be continuous
floor to roof,masonry walls to be Gable connector specified H centers ramed or continuous masonry from the
condnuous or hava wood gables I.D.No. Connector Rated. � betwea . flaor to the (lat ceilin line. .
seeured to e leval bond beam. on plans Part No. Lateral V20 connec s All ceiling support members within 8 (eet of the
' (List Now) Load � exterior gable wall must have 2x4 blacking
A pable and wall scissor truss GF-1 /� _, " tietwean them at 48' on canter.
"s NOT permitted except for use GF-2' / i �= If the ridge height of a gable truss exceeds 8 ft.
a�a(raming guide and ceiling GF-3 / above the flat ceiling line, a wood gable shall '
'aphragm�nailer. GF-4 I / � _! be hand framed with 2 x ��D" at 16 ' O.C..,
pprowd Albrn�t�Anchouqe for Remarks: Specify connector� fb . 1000 < 101 mpn
1�t�ust and m�ndato�y anehoraqe � � manufacturer HERE ' ' � �b . 1200 < 12.1 mph
or fr�m�d p�bl�on mason�y end weil � fb � 1400 < 141 mch
A mnimum 2x8 pr�a�ure treeted wood plate shail be � Wind (mp �I Maximum Gable Ridge Height Above Ceili��g
t�d to Ih�bond beam with 1/2 ineh dia.anthor I Velocit 8 Feet ; 10 feet � 12 feet 14 feet 16 feet 18 feet
11��t th�(ollowing centan per wind aoaed Im h� Ga61e �up [ ' 0 2X4 i 2x4 2X6 I 27t6 2x6 2X8
Y�elocit up to 100 101 to'120 121 ta 140 Stud ' 10 0 120 i 2x4 i 2x6 i 2x8 2x8 2x8 2x10
bolt Ctr'sl 4 Feet 3 Feet 2 Feet Size 1 to 140 � 2x6 ':, 2x8 � 2x8 � 2xS 2x10 2x10
Off.• All ceiling diaphragms abutting any exterior or i rior load bearing walls including end walls shall be backed adjacent to these
walls with 2x hlocking and approved fastenerS•for the ing diaphragm along the perimeter of these walls shall be on the following centers:
Win Velocit t 11 m h• fasteners to be 7" O.C. ind Velocit from 11O m h to 140 moh• fas�en r t b
S@ 11 B ater�i ear o:t s r � 'ood Fratne End Walls, Side �Valls & Interior Shear-w�lls (pl�
Half the M� i Area � Enter ! i Math ! � Length IM� Sum of � ! Math i � Er,�er M Enier Lateral
Subject Lgth.of A Enter � . j acting A° VALUE � Function� � of A�subj. wall Function vai�. A vaiu• Shear �
,Wall loading T mean • � o T I Step ql Value I Subject T i window Value T force on
I.D.No, wall H roof � s ct H Box A (results) Wall H &door ,I(results) H � Wall
'� on plans acting height I ear X 1.2 H�p � open'g, i � v V2 PLF
on sub'. fnote 11 wall X 1.3 Geb widths
I x — IX =' � - = I / _ '
X �= RXi = -j = / _
X = IX� � 1= 1 � - , _ � �� � _
I x 1=� aX; 1=' � � I - ' 1 =� I I � � =1
'� 1=' x �_� � I -i =� I ; / �_�
XI =� X I�� � I - � = I I i =
X 1= X� _, = I i =
xi = xl 1= = i =
X = � x = _ � i = �—
Not . Tha factored velocity pressure is applied over the full wall area to compensate for bi-lateral 4hear forces generating torsion on the diaphragm.
2. See Engineer's Selact-A•Spec for wall stud siza, stud center distance,and stud material witti species.
ote 3. See En ineer's Select-A-Soec for wall sheathin diaphra m thickness, sheathin material, nail size and nailin center distance.
Ste 11 C' asonry a s • Shearwalls GenQral Reinforcement Specificarion
o. . ae Select-A-Spec (or required size and number of vertical bars to be grouted in�the CMU cells and the maximum center
distance betwean vertical bar rein(orcement. ' � �
No. 2. One numbar 7 bar or one number 9 bar shall be permitted es an alternata for two number 5 bars or�wo number 7 bars respectively.
No.3, ReinForcing�steel bar tequirements shall not be additiva when the reinforcing location happens to fulfil more than one requirament.
In ell cases the most'stri�gnnt rnquirements shall be applicable. '
No. 4. All shaarwall segment langths which are less than ona-half the floor to ceiling height and greater than 1'-4' shall ba constructed with
eolumn block, solid prouted with double the specified vertical reinforcement bars at each end of the wall segment and at center
II e�ment's lennth if the woll sr.ament is 3 iPr r reater in len th.
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.� � Calculate Uplift Shear.Loads for all VYood Fram+�Walls (plf� . ,�. . . � .
Thls�.tro wiq datarm�n�N upaft loeids�xeaed th��ehear aapactty ot tne spscltied wdl�dtaphrasm�rnd na�ln , •, ' , •
••Omlt�ny roo/stra��r�ra/ni�nibar h�rvin9 a d�roet vertke/connector tls te tha lovndation,tach�rs ;beanis�&Aead�n
Wall 1.0. Add tot�l uplih M • Lrnadt � Eau�l� M .Enta If N�Q. Conn�ctor�fa Stud to M Enbr s �, ��rM�xit»urr4 l
Numbu to�ds fw�tt►oot A oi Wih tiotift A W�II STOPt Top Si1 in. p�t�d A �Y�lur' ;, a�ntw dl�tane�
EVYt �m�mben b�srir�Q T L�ss att Sh�ar T Rl�siift tf POS. Pi.:� s uplift toad T ,s;b�twe�n
5W� on tcp o!w�l! �• H op*niny Load M Sh��r Cant. par part Na, for th• N V2� cannaetars
' Ent�r wlw h�re• widths (PLF) Capacity now) pi�t now) connector �E�vc!
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ote: !t uplift oads exceed shearwaii uplift � Specify connector
apaci ' Etiana! connectors wifl he required it23
manufacturer HERE
studs to sitl plate and to double top plates.
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� 5335 E1G 3
Regull��on T��PH4����8 6611
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{1 ) SEf2VIC� I�OCI�TION SHALL BE DEI"E�MINED BY FI�7RIDA POWII2 ��']'ION. �
(2) SERVIG'E SHA.LL BE SIZID IlV AaCORDANCE WITH AR'�ICLE 220. �
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(�) FCX7TERS SHAT�, BE BONDID 250—$1 (C).
(4) GARAGE RECEPTAC'LES SFiAi,L BE GFCI PRO'rE'C'i'ED — 210—(A)(2):
i�) BATH RECEPTACLES SH�LL BE GFCI PRO'I`E�t�'�� - 2i o-iA}t�).
(6} KITCI�1 REC�PTAC.LES WITHIN 6' QF A G�1EI' BAR STNK �HALI, BE GFCI PRff.L'ECfiEI'?
-! 210-8(A)(5).
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(7) OUTSIDE RECEPTI�L�CES WITH DIRECT G.RADE I,EVEZ ACJCESS SHAI�., BE GFCT PROri'.E"�GTED
—, 210-8(g)(3].
(8) PLACEME�7T OF ALL REGEPTACLES SHAI�, G�ONFY)RM TO AR�ICLE — 210-52.
(9) NO WIRE SMALLII2 THAN (#12 COPPEFt) OR (#2 AI�7MINUM) SHAIZ BE USID — CI`1'Y
CiF �"F�YRFiILS C�ZD3I�IANC� #�30
('�p} �MOKE DEi'F.�`CIC}RS SH� BE INSTALLED OUTSIDE OF EACH SLEEPTNG AE'2I:A TN THE �'
TNMIDTATE VICINITY OF THE BEDROOMS. IN NEW CS�NSTRUCTION A SMOKE DEI�'CP()R
SHALL ALSO BE INSTALLID ZTV EACH SLEEPING ROOM. NE'PA 72 — 2-2.1.1.1 �+
(11 ) IN NEW C�QNSTRUCTIONr Gi!�RE MORE 'I�iAN ONE SMOKE DETEC'I'OR IS REQUIRED
�Y CODE, 7.'f-IEY SFiALI, BE WIRED -IN SERIES. NE'FA 72 —2-2.2.1 .
(12} ANy I��1.S NO'I' C'C�i��tED BY 'I�3E ABOVE WILL SF3fALL Cx}�� UNDEE2 �� JITRISDTCI'IC1N
OF THE NATIONAL �.r.�c*r�T(� C�f�DE, S�CCJCT, CABO, N�'PA AL�ID C�'i'Y tJF 7,F�'�YEiFIILS
ORDIi�tAI+ICFS.
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