39117 9TH AVE - Laserfiche WebLink

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i � i { • i 'k ' . :I ' . . � � � ' . . � • ' � � ' � � , ( � � ' , . � � � I I I � � 1 I � ( i � I I 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