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<br /> Ste 11A , , Lareral Loads perpendicular.�to Wood Gables ' � �
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<br /> Calculate connector�requirements for G�bles at top of wall line. , ��+ ;�`��;;
<br /> 2nd Ilow N 4+tary AonN . •.`°��:
<br /> �This�step will determine the maximum center distance betw�err the specified � s • . �'���
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<br /> connectors as shown in the last phase of this calculation step. �
<br /> ��OMfT STEP 11 A IF MASONRY.GABLE ON COtdi INUOUS FHAME FROM fLOON TO ROOF SHEATHING.
<br /> Entar�quare foot.' M Enter square toot _ Math M . Entar Math M Fixed Meth M able
<br /> G�bla Atea ABOVE � � Araa BELOW Function � VALUE Function � Value Function Width �
<br /> f.D.No. Wall lina ❑A T Wall line � Value T Step yt Value T far wall Value � C� �/2
<br /> o�plana Ent�r/or Wood H Omit il w�//ir (results) H Box A (resultsl H Wd.� 0.6 (resul H � .
<br /> G�ble ONLY mason con.sUvctio � X 1.4 CMU�0.9
<br /> GF1 Sq.Ft. + Sq.Ft. = x = x 0�.6 or 0.9 = / _
<br /> GF-2 Sq.Ft. + Sq.Ft. = x = x 0,.8 or 0.9 = / _
<br /> GF-3 Sq.Ft. + Sq.Ft. = x = x 0.6 or 0.9 / —
<br /> GF-4 Sq.Ft. + Sq.Ft. = x = � x 0.6 or O = / _
<br /> ab o a nquirementa ' ist ma�ufacturar s M Gable end wall requir�menu
<br /> with VAULTED ceilinqs: perpendicular to plata n with FLAT Ceilinqs:
<br /> Framed walle must be continuous load valua for the T Maximum , gable end walls must be continuous
<br /> floor to roof,masonry walls to be Gable connector specified H centers ramed or continuous masonry from the
<br /> condnuous or hava wood gables I.D.No. Connector Rated. � betwea . flaor to the (lat ceilin line. .
<br /> seeured to e leval bond beam. on plans Part No. Lateral V20 connec s All ceiling support members within 8 (eet of the
<br /> ' (List Now) Load � exterior gable wall must have 2x4 blacking
<br /> A pable and wall scissor truss GF-1 /� _, " tietwean them at 48' on canter.
<br /> "s NOT permitted except for use GF-2' / i �= If the ridge height of a gable truss exceeds 8 ft.
<br /> a�a(raming guide and ceiling GF-3 / above the flat ceiling line, a wood gable shall '
<br /> 'aphragm�nailer. GF-4 I / � _! be hand framed with 2 x ��D" at 16 ' O.C..,
<br /> pprowd Albrn�t�Anchouqe for Remarks: Specify connector� fb . 1000 < 101 mpn
<br /> 1�t�ust and m�ndato�y anehoraqe � � manufacturer HERE ' ' � �b . 1200 < 12.1 mph
<br /> or fr�m�d p�bl�on mason�y end weil � fb � 1400 < 141 mch
<br /> A mnimum 2x8 pr�a�ure treeted wood plate shail be � Wind (mp �I Maximum Gable Ridge Height Above Ceili��g
<br /> 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
<br /> 11��t th�(ollowing centan per wind aoaed Im h� Ga61e �up [ ' 0 2X4 i 2x4 2X6 I 27t6 2x6 2X8
<br /> Y�elocit up to 100 101 to'120 121 ta 140 Stud ' 10 0 120 i 2x4 i 2x6 i 2x8 2x8 2x8 2x10
<br /> bolt Ctr'sl 4 Feet 3 Feet 2 Feet Size 1 to 140 � 2x6 ':, 2x8 � 2x8 � 2xS 2x10 2x10
<br /> Off.• All ceiling diaphragms abutting any exterior or i rior load bearing walls including end walls shall be backed adjacent to these
<br /> walls with 2x hlocking and approved fastenerS•for the ing diaphragm along the perimeter of these walls shall be on the following centers:
<br /> 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
<br /> S@ 11 B ater�i ear o:t s r � 'ood Fratne End Walls, Side �Valls & Interior Shear-w�lls (pl�
<br /> Half the M� i Area � Enter ! i Math ! � Length IM� Sum of � ! Math i � Er,�er M Enier Lateral
<br /> Subject Lgth.of A Enter � . j acting A° VALUE � Function� � of A�subj. wall Function vai�. A vaiu• Shear �
<br /> ,Wall loading T mean • � o T I Step ql Value I Subject T i window Value T force on
<br /> I.D.No, wall H roof � s ct H Box A (results) Wall H &door ,I(results) H � Wall
<br /> '� on plans acting height I ear X 1.2 H�p � open'g, i � v V2 PLF
<br /> on sub'. fnote 11 wall X 1.3 Geb widths
<br /> I x — IX =' � - = I / _ '
<br /> X �= RXi = -j = / _
<br /> X = IX� � 1= 1 � - , _ � �� � _
<br /> I x 1=� aX; 1=' � � I - ' 1 =� I I � � =1
<br /> '� 1=' x �_� � I -i =� I ; / �_�
<br /> XI =� X I�� � I - � = I I i =
<br /> X 1= X� _, = I i =
<br /> xi = xl 1= = i =
<br /> X = � x = _ � i = �—
<br /> Not . Tha factored velocity pressure is applied over the full wall area to compensate for bi-lateral 4hear forces generating torsion on the diaphragm.
<br /> 2. See Engineer's Selact-A•Spec for wall stud siza, stud center distance,and stud material witti species.
<br /> ote 3. See En ineer's Select-A-Soec for wall sheathin diaphra m thickness, sheathin material, nail size and nailin center distance.
<br /> Ste 11 C' asonry a s • Shearwalls GenQral Reinforcement Specificarion
<br /> o. . ae Select-A-Spec (or required size and number of vertical bars to be grouted in�the CMU cells and the maximum center
<br /> distance betwean vertical bar rein(orcement. ' � �
<br /> 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.
<br /> No.3, ReinForcing�steel bar tequirements shall not be additiva when the reinforcing location happens to fulfil more than one requirament.
<br /> In ell cases the most'stri�gnnt rnquirements shall be applicable. '
<br /> 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
<br /> eolumn block, solid prouted with double the specified vertical reinforcement bars at each end of the wall segment and at center
<br /> II e�ment's lennth if the woll sr.ament is 3 iPr r reater in len th.
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