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'.. { .. r .;y' 1 ti +� Mr Y �' x 1 ,*, h d iA �k ,. .. w 7 r y. f a , tin;. n 11 : _ 7`�Gk TIDE Wa l� ", a r 't4 c 11 Y Iu Gl�ouT Gau ti' ,t��i P , RS Y ubwh C o SECTION f. r _ , r _,�.__..� - ^.�.��-,-_ .,_- .. ."----•Y...-- nn..n.•-w.,.r.•u•�rr.1_rl�n..r ,�' 'h r.Y df - _ . ._-�__�. w - r r �� WM,. l u' ,� T - • N _ SCALE 1/4l;>4� 1 X11 ., waw - i M 7•' J j 2E4 2 .. w .� �� /� / fit < r. 11� 214 p11 ��pll 214,b 'L;U V-4b 1 'A s. , 4 j�1 r::,r�Q� ." Get ?,2 - .-- .-�.�.-�r_..--_ ------- �____.____�� -_..._._......_.. -- •-�. _� __-.... •e 11 i ;1.a. M yyr •S�" .r: "•Lt K.y"•„�'�? ,:e k'1`•?�1!,�i,;,��•a',''� „�*,, . r �, F ry n ..° "?- r�t,r�i� yt. rt IJi t � n •. - _.. v.__.-._._.._._______._,-- � .-------..m.•-----._-._ --•-•----. _. C7 '` x"� . ` } A ,;. } i c r 't 4M� du,QM M ,r,A. F o u N a A r I o N P A N f �a•t.T : SCALE : I/4"� I1� Q11 ( ■ 1 A , Y f N r„' tr . "♦ , L ///]� r: , /r / �; n {I L i�l s. ,� t•ti+ .:� ` 'a•�:: 4 MRflW6iY IR1{ff NO. 186A-R4X36cnr1 ., .., a.r1 u, � S -.n /' .].i° .etl'a a a r 1 �R' a �\ r 4 r t, 4.k .._..._.-.. ,. a 7rn .. ........`..._.«.-......._...... f r - �_ . . . ...... I WOODFRAMING �. .____..._.�..._-.._ _... ._.. . .,......,......._. ........ �. .. _.. ... .. .. . ... ._ _... 1. All wood framing shall be fabricated and installed per °i�P`"� p P DESIGN CRITERIA RITC and TPI and National Design Specifications for Wood Construction. 1. Live Loads 2 . All structural SCLW-1% Lwr (except � � hp; �s Jes i A tiU� shall bet,-)Pe- �rc,foop c, Roof. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20#/Sq. Ft. SouthernStructural Pine and shall have the following minimum design values: Floor (5e((,AA 5tor . . . . . . . .40#/Sq• Ft. Sawn Lumber (( Shad "tiD�_LQ N0 x-11 r,S} sv� �trcr►••� Tie`s 2. Wind Loads go-Z Soa.NkeAr-rr YeLL00 � C� ' Design wind Velocity 991 � . . . . . . pyre Ot'' $�L-�cr �� ; _ �2T.hfK fig, 1�1 I�r� F.� g y ( S e)C - 1 chi t,e%) . .110 Mph hru 87i C11 C2, O2 Fb - 1 500 s C �3,�5� J5 _ psi �1- ( S SC s ly°11�� ) . . . . . . . . . . . . . . . . . `" Fc1 = P 1/ I Hf5 MOM /JO- H2. 5i mpsw, �tr Ti-eh , 3 . Seismic Load .Zone 2700 ps1 GENERAL STRUCTURAL NOTES E5001, 100, 000 c =1 psi ��Jq MOM W- H2,5 " 5jw_rsu" -ntr.� Te psi I 1. It is the intent of the Engineer that this work be in n " conformance with all requirements of the authorities 3• 904 4 VJau 9 JUOo�a,�C No. L.STAZI �iWr VA st. ��e- S1ne�.l�(ti► S�4,LL be 7/1� pSg ov &a I havin jurisdiction over this type of construction and �, o Y y FLbOr S1�a LL 31Q `(fie iter • 5ee tAW 6r-i" Fur �lo6L occupancy. All Contractors shall do their work in conformance with all applicable codes and regulations. 4• All wood members a osed to weather or in contact with & rie "�' �v No• �t Ts o s i w�psu� raw, masonry, concrete or soil shall be pressure-treated. // c/ 2 . The Contractor shall verify all conditions and dimensions at the job site prior to commencing work. 5• Contractor shall provide all fasteningdevices flip r�r �od4 JVD f�.� �� 5i scM tr „ necessary and suited for each Application. Fastening � ` T E 3 . Contractor shall supply, locate and build into the work ject 'to moisture shall be hot-dip galvanized to ASTM �" all inserts, anchors, angles, plates, openings, A-153-80, see tg61e 0-N �� ra EwJ [�. COfMer T0.Cks )40-00 /V0. f/z,5 ��Sir� SuH TT " sleeves, hangers, slab depressions, and pitches as may the Pkbi 5brapPa . `""�} V"r Trt• 'SSeS To P " �1 be required to attach and accommodate other work. 6. All metal connections and fabrication shall compl s� �4 with 4. These documents, as instruments of service are the A•I.S.C. specifications. y A4aJ Nd. MTs iZ "5; tr T property of the Engineer and may not be used or 7. Solid block all reproduced without expressed written consent of the joists and rafters at point of support. Engineer. 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere in the work except where a different detail is shown. 6. Subsurface soil condition information is not available. O Foundations are designed for a 2500 psf soil bearing For 0Y'ieVLr4 Stress 6Z)CW t capacity. Contractor shall report any differing conditions to the Designer prior to commencing work. NAIL SPACING (IN.) O S 6 THICKNESS NAIL NAIL PANEL INTER- 7. It is the Contractor's sole responsibility to determine USE INCHES SIZE TYPE EDGES MEDIATE erection procedure and sequence to insure the safety of s, 3 13 ► 21 the building and its component parts during erection. ROOF �/1(p /g , `7/1( $d COMMON, 12 �w' 3 ----------------- SHEATH. t�Z„ 10d COMMON 8 ' 6 " 8. All structural openings around or affected by mechanical, electrical, and plumbing equipment shall be WALL 5/iW�, 3/�i -7/)6G 8d COMMONq 12 verified with equipment purchased before proceeding SHEATH. ►/Z_" 10d COMMON q 12 with structural work affected. 5'6N --`- "--`-----------�---------� - FLOOR. 1/2" .8d COMMON 6 10 I 5/8", 3/4" 10d COMMON 6 10 I I - CONSMCT:LQN NOTES; 1"-, 1-1/8" lOdDEFORMED 6 6 I I QQNCR TE: s - I - y°;61 1. All concrete shall have a minimum of 3p0o psi � I I compressive strength at 28 days. I I I 2. Footings shall bear upon undisturbed soil or upon soil I RECOMMENDED STUD SIZES AND SPACY19G compacted a a density of at 95% of Standarri proctor � • , � I Maximum Dry Density (ASTM D1557) for a depth of at I - least three feet (31 ) below the bottom of the footing. WALL PLATE HEIGHT STUD SIZE , 3. Where shown, cores of block mason SPACING I a I } masonry shall be filled C 5e � Flog I I with coarse grout or pea gravel concrete with minimum . 2 X 4 16 IN. :� .��:_•�= compressive strength of 2500 psi at 28 days. , , - "0 4 in steel 9 m ,v Reinforcing shall be ASTM A-615 Grade 60 .' _ steel - mm TYF , I conforming to ACI 301, ACI 315, ACI 318 and CRSI Manual T . I I of Standard Practice, latest editions. FRAMING SCHEDULE FOR OPENINGS* SHALL BE AS FOLLOWS FOR ALL LOAD I y HEARING WALLS EXC PT OT WISE 0 D O - I I - I 5. All continuous vertical and horizontal reinforcing = _ I steel in footings shall be lap spliced a minimum of 36 � , 3 B bar diameters or 24", whichever is greater unless otherwise noted. OPENING WIDTH, FEET i ► �� r I 6. The following minimum concrete cover shall be provided I I for reinforcement. r I I W L• 3 3'L.. W L. 6' 61 W G. 10' 10'L.•W 12 LE . I Footings. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 inches LINTEL 3-2 X 6's3 - _ , _ I 2 x 8 s 3 2 X Jo's 3 2 X 12's e�0�es 1�,�c,�Q CO r�neNS �ti be FC I # Slabs on Grade. . . . . . . . . USE 3 � .. n I I Centered ,IAB ( ) THREE. STUDS OF THE SAME SIZE AS THESE OF THE S D�tG • �ao r I I �� irs� �IoOYr �h SI�aQ.Q WALL BEING CONSIDERED tU e 7. Horizontal beam and ' footing bars shall be bent i 0 6t 0,A4C or,,4 kA s LAA, it-of' x around corners or corner bars with 21-011 lap shall be provided. *THE SCHEDULE APPLIES TO OPENINGS IN WOOD STUD WALLS ONLY °7peti " n b T P �LGa;t 2 /z S tc 4, I o 11-nc Pt. o�r�Q yw,L to woo 8• Contractor shall provide spacers, chairs, bolsters, b Minimum Nailing Schedule (General) W] 00-10 tov"-y"A �a+ji cry► a etc. necessary to support reinforcing steel.. Support �, side . _ I items which bear on exposed concrete surfaces shall , I I have ends which are plastic tipped or stainless steel. _ 19 '. 4 �� .f ��8L S TA �'ti r;nor Wc,�,Q.� v,� F�r"J)- I • � Connection Nailing p/aur. I �o CP-cti� I 9• All reinforcing details shall conform to Manual_ of "�- 13 ' "8 � 7/I(, aSa 5�►�a� vv� Uvti@ side �--- --� Standard Practice for detailing reinforced concrete 1- Joist to sill or girder, toenail 3-10d �o 4 ` structures ACI ,315 latest edition, unless detailed 2- Bridging to joist, toenail each end 4�•l0d d ew►�ke c 3 . 1 x 6 subfloor or less to each joist, 6 ' ZXlo �tA woo. otherwise .on the structural Drawings. t face nail �l ("t1"A0u r 4 . Wider than 1" X 6" subfloor to each joist, 4--10d 1S UYP�t ;. l0. All concrete work shall be in accordance with "the ,_ �� E � building code re „ face nail 12 ' 1 requirements for concrete ACI 318 latest 3-10d �� TAt li l r 11US � Sec, _ edition, and "specifications for structural concrete 5• 2�� subfloor to joist or girder, blind and �LO�� for buildings" ACI 301. face nail Flod r gyp. • �--16d r LEo )oe �6ric, (d 6. Sole plate to joist or blocking, face nail 16d at 12" o.d. �r2=� P' W �g� 'Y►aQ wi (� 7- Top plate to stud, end nail „ Cf1koY ��1� o r- �r 3-16d Cooler 1 �' S� 8, Stud to sole plate Y►Q`ll �� w-^vc. o,C• 50te Lam; 4-10d, toenail P + or3-16d, end nail SCT44-A4 to F�ad,r �Jo�st Loa&- s 9. Double studs face nail LL-)/(10G) wau�l s(ve.WS MASONRY 16d at 12" o.o. 10. Doubled top plates, face nail 16d at 12" o.c. 11. Top plates, laps and intersections, face 1• Concrete masonry units shall be ASTM C90-751 hollow nail 4-16d load--Bearing Concrete Masonry Units T 12. Continuous header, two pieces 16d at 12" O.C. normal weight, with a minimum compressive strength-of 2000 psi (f'm=1350 psi) . 13 - Ceilin along each edge AALI g joiststo plate, toenail4-8d t� ke4(�(Y�.w > S14 . Continuous header to stud, toenail 4-10d 2• Mortar shall conform to ASTM C270 and be Of 15. Ceiling joists, laps over partitions, S• type M or face nailnn Oo t 3-16d C W C�.Q S 0--kA0--kA � 1, r-Lo d T J �� N T. S)) 16. Ceiling joists to parallel rafters, r 3. Horizontal mason face nail 3-16d galvanized truss-type a joints ��reinforcement shall be 17. Rafter to plate, toenail .3-16d he with 6 la at � eW �w placed at every other block course all splices and 18- 1" brace to each stud and plate, face nail 4-gd /V �e 51�e ,��P Far �1� �/u�,Y. t C s • all 16" a•c, 19- 1" x 8" - sheathing or less to each bearing, k face nail • � 4-ea N.T�F Mxe " M'Isce- lto� npous r . ._._.... ,. ,..�.,.,__...... .._.,,_ _� ...__. _ 51►er mo :. s. ...��._..__�..__.__-...._,......�..._.�.._�,...__.._._.. t r � � I � Louis Gabriel, P.E. Zj - .. ..�_._._ - _._._._.� _,_•. . ... -- .. . _. _. _, ._ .__ . . . .._ ._. ... _,. _ _ _ ... - _ . ... ...... _. 1 l.� "� �) �} Q `�C^ 1 e. ._ N/A 4083 Sunbeam Road #1919 �....•. ......... - l,� V�� Jacksonville FL 32257 (a /03 Phones (904) 632-6368 _ ;7.1 ly, MEN=" 2" l 4�1. 44 4 it r . llo . -nT % Ile (b I. t— pt vie is A-'d -lo it jo _yF A F A IL Aj 4 ,�AL L 14 JL PA 11 LX ezi v? A o4�4 4-1 r w rut- T7 Ul Lnl_ 0 v W .1w . 1p od 4�t 10 Lip. L to .4 94A 0 REF ;e IP aL o SEC ON D FLO,O R. P L A N, 41 s CALE 1/4, V4 o77�7 0 R PL 44�01 �A Fl RST F—.,, L AN 1� 10, SCACE;?6,1/4i��j 0 I REVISIONS By w ,� T�I;�PHQNF MAGIC' � > 0-: TFr:�!15IpN ptkf�E _ TAN p II. , , : S .s E a ,. G +f R IZ V t'. Y E [� G A x 4 0 a • , , , w fCIQ I. . a SG. ..' .e .. , i .,... � .}... .:.:.. :. - .. A �,., ,:rrv', -:F• gip.: �t�r Y .. n t F 4� �r7• pp X - 7 h f. Y 3 J' 7',F•+ r � n Vc .' .� , +. :.�... , ..,-3 ,�.. v, ,.. ,, .,. .P. '� .. .. 1. ... .. �,.. A 4• ,k. Y �. .__�.._ __-.. t X AA . '':,,r ..., {. ,,, �.,..re, ,.. ,.,.gid,,.. .r •;� •e;: f= � - r � 1ti1Di� �. pUN �P` FI'f T K� v;Y• _,�, :, :C� ��. . . '�` c� z r,.. - r ,. : ,':.: _ ,,,,E.' ... '.. :• .T,. -. .,, ... ....,. � '.n ... Y.P �'s.N :.'J' ... ,. - 4IFt,re`�`f y` ., r.. .. .r of .. r. .. . . 3 ..... .. :.. ....;, .., .i 1 t , �t ! r _... w ,.. a R. .„t ..., . .. �• � ...:.. ....ort'ir�:. ,>of ,..r,F>, .� t r, .,1. 4 .F'• �4 I n x - v �•G P _ � ,. y. �. r _ . . ,...• y _,... . .. . TES . M � �:4.. 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I~ � i I Fi••'-'_f lJ' t, G cc• t j 1 ,� , rlr aj'� t' ,- d �'V J'�/��\\ y4 y�� h j dd �5 R, �` I .�;f r r... Y-F. - - _.k �..,• � � , r • 'P�s: r � t ra fi 1 �y 1-3 D ORAWN t.. CHIMCKED rr. I i. � ' Y MATE w -T JOB C7 5 N c r �• _� s` `•<,. JDA NCl. a _ goo N F o0 , , L: R ' E C.T r � a 2 o Z L ?'t z"i FiRST” oo C }' EiHB@T �. R L CTRi AL 'E y On - - -- SC'A 11 I 1111 71 : r 1 C 1 QR ri•i�ETE3 MATYOWAL PRArTRIIIT NO. 188A-24X38021. , , I - �",'-,-�r1� '. ,�,-�,._,�..._... . - .11 ,__.,� �l ,�.�,� . " -�� ., ., .,,, ,%-, . . , . - . . —- , j i!, i`il�j , , - - .. . . . . _z.'��', . .�'. , ..'. - ',�- ;�I- .,,"4."-,i - �5 T _., . " , _�� I , . , o,- ,,�, -, �_ - ... _ . , , 7'-.� _41," - :, , . I , 1.� _.. .,":I- , , , ,� E , i�.,,�,�,'�,.� ,:,�, ., . I �to. .L.�,,'.'�,,',�'�, ?,�J� ,.,".,"i-"l-'�1- ,e,777'1�'T'.I a.'ll , �.�,I . " ., lttft,i�, .. - , I , -- . , It"'. �,, ,�,i, -,.�" I,',�, - , ,� , �e,,, - . 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I 0 , - -1 , - . . , � I I .. I I . . . . 1� I ''I !�� ',,;L _,,'�'. , , - - � � I .1, "I �A,J� '��'� � . . AND OUT OF.- MD WAT E R� . , ,--,�� I I . . ; I . I I " ,,". . ,�k. I, , ,,, ',_ . , .,.. "- -,�,:, 1 4�',kl?,ii . I MUD , 1� , . -the be ' . I . . I . .. . . . _. . L .I .. ., I . - , I - 11 '. "'�,,� --,( -,,, ,- . -. . `,�,��;`,,Y;;� . . , I � . , , - KEEP�JOISTS, . '�$t i" I . , , I . , . � . 1 61, 1 i4l", , ,IlYa;' . 9!/21i 51/V' .� . � y '' , .� ., _ .� , . , :� `� .1 I . I "! she 11 . . I . . I I . _ V . ";"> - I . 1. h4end of ' �, �:%, . , . I . . 7M,ilt . : " -� " �,,, . . _. ' , . I (APPROXIMATELY 10,O.C,) -., ,�,,�, 1. st remain . , . .- 1. - . I I �, .. ... I .. I I . � . i , I 4 . � � . . : Y'�� .'1, ' ''�6',5:T�6,";6p flanges mu . 1- , - I . . I : +1,.'�. I�' ;r' ,,.�� ""�.,1, ..P," '... ��,.��,., .� I ,��, I of icil s t . _ . - . 11 . . , �. 1� ,'� .- - . I 1. - I . � I . , , - I . I . I I k7� � . 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BEAfl ;Q LENGTH REQUIREMENTS - - -�? � � _ , � , .., .. , . 1. . TENDED EXPOSUREi 17', -- � , �, "� lk,,:�- frorn true'ali I I, . , "" . .11 ,� , . - - - . .It " ,��], , , , , , , �,',,,�:�.n -,' ,, I . ' ,� 1�, , ., ", ,, , . I 1, . . : . � - . NAILING PATTERN FOR . . I . .. -, , . �11...; � , ,�t,l � TO SUN A 0 WATER. : 4 , 11 . . . . . I I I � I . . .1 . . . . � I I., -:.� I : - , ' ' ,� "' � . ,�p. . .. , .. . . ; .1 . . I . . . � . - 2 I . T., ,��11 Z,I . ' _1� - .. . . . - ., %f. I I . - . I . I . I . . .1 . SIMPLE_�PAN "' I . .1 ,., , �. ",7.. .,-, '. -A .. .� I , , . I :1 ,-L,' . . I . . . �, � '- es- LD BE.PROTECTED FROM THE WEATHER , TIPLIE PIECES, . I L I .,:" L ., ,I I ".�, � : _ -.;"' ' , . �'..,. )� , - I . I I . . _,, " ". . "I I NOTE:s t-JI JOI($TS SHOU 6.4 : . , , , . . MUL ,: ,- _ . . I . i V � .� I�'' 4.-tL'�..�,; � . .1 .1 ", �,` -J.`,��I 1, " �L ; I I . . I I ; , I-, I . 1_. , ., I. , . . , . .. , . I 1, . �, _1� , IL 1. 1L i Nd`, . . , 11 . L I. . - '. I I . 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I ... . 1. . � - I . 1, , ", , I �, ,,""',`'' (" : �i iv, - 11 " I . . . , - __.. . 0 , 0 0 - . � . ,I,11 I ,.- � 1, - . -_ - 10 111111111111111 I - i I �� "' "I.-.�'' * - �. . ",ffi 00N"�T":-�,�,, ,,�.�._.M,. �, �. I , . " .. ..-.- -nailed :_Iw�4_!11 -_.. .. - ". . , _�.�....... '.--..,;. . ,," " . . 1-b. -. I - _. �affect the performance of the floor system. A glue . . ! �,. � 1, ,i_ -.. I ". F 11 I I . .I.,, , , - .,,.�,-`� � . .,�. � -, . 1�,,, '.I - ' ' - . '�I I ,, �.; , 7-- . , . .-..-- .. L - ,,,- , .�. ,t,�. I zl't,�4 . 1:. . . 4 _, , 1, ..., 1',:., . , -, ` -I . ., - �;, ; . .. i ,. . M r e I oor. - :1 - : , .-, . - ,;, '-_- '. .. .. �� 01 ='AM'LV.L;. _L, , " '_ , M :,,�:. ". . . ;.� , ., '' 1, 1- . .1 -Filter ?' ,. "�,�. '. - � - , ' - . Z .�, , I'' 'Backer I -a, . . . , , - .. . . floor syste will ipierfoim b tte(,than a nailed ft ,,� ,: 0 ,,, '! . . ", � a - F H'i ." -, �-.; I , ..,� ' -6io' I , 1 I . i'' I - � ", � �rr . - .�4 . I ,1.-, ,;_ I 1�1111. I _, , I �.� 1. . ...".��_".;,L'', _: , i. e. " 1: . I I . . . ' .. . . � .. _., . . 1 . . . I" between the-joists cap . 1. ,. ". �t',,�' ..�� . � . .1 i I Ii...'. .�,,,.,,, . .'�,- , ., ", I . . . . I . I . . . , 1 Deflection of the sheathing material I .� -�! .�-, ..-". , ,"" . : � ", _ , '. ' . . 11 . I . ;�� ck." I ,,, -, I ,, , - , Y,�� I -,, I . '!�_ �616ck ,,, .1 ,� . ;1. 41 1,- ..; I '.. " . : 6 �..� 31 . ' . Do'not', ,', L- i` � L a'il.�Ith '-- '7- _�, ., , , � '' I.-.... " ,� " I'Nail.Wit - .J , 11 .1, . . . r% I _. .,. , . ,, L. I . .1 I d66 I ,,,,, ,I' .� . .I . ,� ,� '� . ., I . . . , , . :� �.. ,, ,Web stiffener attachme tL . 11 I z� �._,,1� . - . - m*P�i ,, ,.I.. ,I .� I . : . . . , .., - =,,4,; "--'.�:f ,, _-!��._, I . It more than , ',�.'t. ,,, ::y I,I '. ,. . ,_ . :,�,, il . ,-'' .1 " . i "I . .. . . . . . L �. . . . I . I .. . . 1.I.. .. 1. � I . . . 1. . ,�'. 1� ",-%,, � , "I . I 1, I "i . I. -, "". I . ... . I .. .. . . I . .. . �. � ."L.I_" � .1. .1, , -�,, ," ,_ ,,,�!." . I '. . . .:6 ; - I - .- � - - . .. . , � ' , ,;,.,,,��., - .�,�-�`P;�,:t�,,, .i, I I .in the web.the length of the uncut ' I ".� . I ,".,� L I . .. I " " '' , ., , .1 ._. .. . _ . I . I . I" . . 1 . ;��! .�':�.,� ,.Lgj .�,,,� I - 'I - � ,Fit e re ed by: dreagihg the thickness of s�oeathing or ,6,�; A 11/2"hole can be cut onahbleistooecut .� ' � - ,.Nail Will I i " .j)' , " . I .. _ �11 I ". I . . � � . ,,,,,, .�, � �, , anywhere in the web. 1. . - cut hdiii ,.10-10&h4l .�,: I I . I L't I , L -, .i , , , , - . I .. . L ...� , , I Do not be0al . I . decre I asing I the,spaci6g of.the joist. Proper installation, - - 1, . Z.-� ��,. , I , , . . I . I . . _ .. . _ . � i carstif I .. � , I.. � . - ,� . . 8mall gip', . , , , . -;'J�,,7,':e�, ,��.�_, ,�' .,.,!4 1 � .��. ... ;�. . .. . . � . . ,:,� ... 7. .,;-W I . . . . :_ I . . : , ,� I .1 ' ' ��: . �,j� - . ,. - . .. I ' . , . - I �. - t, * I . _`." i :",- inclulng adequate and level,support for the joists, and care �.. tl�'� ,�,,i r I - I I1, `;1 1'1,1�� ,,, web between holes must be twice the . .�i 11�',� - ,., . . - it th . I I . . 11 . I ' �t I , . , .. . . .1, I.. i,.". �., ., � � I 1. . �, i.,�. 'L_ . I i ''. . . 1; , . ' . - . --yons: , , I I . , ,� . .1, -1,�, ,.... .. I. .. L , . . - . length of the longest dimension of , ....':v . .. . .. .1 Iloilo. I.. . I �.., �,,, . . . ...,_. ' r "I _L) ihsi6e face of wa - . I I .1 . , , I , . ...� I I . I : , . .1 . � . . ,.1, 1�1 . 1� f, . TJ L L, .rf, , I � . 71, 2 ±_T, .., .. I., ... '! I . 11 "L in fastening.of the joists and sheathing are essentialto the . . . ,� , -, I ', . 6 ., I ;hang'oe " 11-� . .. . . .I , . . . '� . "I .1 I .. . . .", . .-. - ._ - - . ..1. . I . "t .,�,.,: .�fs,%, "" " .- .. I, - ,� _�:,� the loogest adjacent hole.Holes may . . _�_d . . . , NOTE;Rectangular holes based on L . . L . . . , . - 0 j. i . , I , . . .. � - . _,_ �z , I . I '. I . I . . .1, - I . . , _ I " . measurement of longest side. be located vertically anywhere ; . I I �,,, .. I _. I . . 1, . . . '' � . I 1. .I I 11 . . . . I I , � - . I 11 system perfo'rmance. - . . �. - .. -". . I.., ".-M ,� ..,"� "g, _ , I- �, . . . . .. , . �- I ,� I , , .. 1� .I .. I V I . 1 . , , I I .,; " . - ,_" , - _ .�91 , .-k, .. . . .., '' , i, - .. .. ,.; L�, . !:,��!�O-v . . . . I .. . : , . . 1� 1 . � , '.. , � �, . : . 1 . .. . -dead load .. ,:. .�: - I 1:1 I . . . I . . � ./ . (i.e,vartition walls, ceilings, furniture, etc.)exists, �, 1, . I .,� ' ' `� �� I . '. . In some c ses where the " . . . . I . I . 1. � i . . I � . .; � , . I - _�,,��,`�� L 1�_ 1W.1 . . . .. ,. I I . . ' ' ' I I . � . � , �, . � : � . . I 4,,�, -_--_,� "I � , 1, _ .,,..7 ... . ,- -, .. , L , � I. . . , . . . � ... , I .- .. I I , . . Vibrations may occur. Vibrations are generally sufficiently i ` . . , I . 1, 11�� ;�,d �, ,� .1 b I ,. .. , 2-Eid nails, I .., . . � . . I ,system is stiff and very little I I ., � , ,- . '. within the w . . '. . . . .11 . . , .� I` I clinc , . . . ' ' 04 (0, , : , , . . I I I , , - . .., I r ". . 1, . . ,. . . I : - I_ "C, , �1111'11 � 1 .�I", I , I - I . L. 1: ,,�, . , ,, :. 1. I . .I Z - ": : " _'.. . .., . I . - . . . . . . ;, , . I . . a V.P.,',�l...'.s, , .":11 I ;�.�',Z'� . .� .1 I . I I . I . 1 , ' I , , . - , . : , , . . � ��J .. . . . �;'� W , , � �', . . TJIO Joists are manufactured with 11/2"perforated"knockouts"i " I,, :. . , �, I . . . , � . , . . I � .. . I .- .dampened when a ceiling is directly attached to the bottom , , I "'A, , .. 1 I .. . . . n the web at approx. 12 o-c. . I 11 I . . . - . 1 � -1 . . . � , . . . . . :1 . ,, ,.� "", :1 . . i . � . . % . I ,;,-"- .� ,�� 11, . L,,,�, .. . . _3 il;,�,�,_,,�, ,_....,,-n - _ . . I . � . , . ... X 10 � I - I I L . I I . . , . . i , . .. .1� . lange of the joists. When the joists occ6r in a crawl space . � - - , , - . . . . i :. . . - . . . . - � I .. . . . . 1, . V"±. I , - / . : . . , . . - , . f ill,1. � . . I . , �0_' 1. . . . . , , 11 . . . . I t;* . , . I 1, � . . - I, . I . ' . I .I � , , ,..'' ;�� - V 1, . . - ,. " �, . . . ., . 11 . . .1 - . . . ". I I I . . . . I . I , - 1 . ", I., .1.� ., , :.,!L_L� ." �� 4% :,,, -,'A I - ------- . I. � � . . I I . L , . . � 1 4 - . -L-1 --7-,T ght lit I I . ._r , Or.overan unfinished basement,the vibration can be f, , 11, . - � �I., , '.., _41�w ,��;l - " 11:1,"'. . . , '. . . . . I I . .1. . . .. .. .. . - . . ,f � . . . , . ". . , ! . . - .1 . I .. _. . ' ��,l r"! FZ . . I . �_1. , ; 11 .T . . I 1. . . .1 . . . " I .I. 7 . . . . . . . I I . I,-"' "�' .r .� I . 1s,,,,,,, 4�... . .. ,�,,��A�,'� . I I . . . I . '_ . I " . _ ,� .� .. . -- " , , . . ,I 1. ' . I .1...I '. I . ier each ide �,. ..I , - . . ..." . I . . - minnized by.nailing a continuous 2x4(flat)perpendicular to . ," '. .L' ' � ' ; ' _. � - " ,,0,"ss�,��;" ,, r I : CHART A - ROUND HOLES . I � ,, I . ,I - Till is . Fa ' , . . . . I " :, . . ., . , . . .. ,Bac.k6r block', I c L . jiming- . . . ..--"--7 � � I I, Web stiffe s I : __ '...; . � A "' , I . I I �. .. . 1 14 : _ �'i;.-,,_�.��." ;�' d�',, �.::.I �,,,,`,�4!1 I . . . .. - - . � 1. I .- . . . . .! . . . , . -2 , . , I I . : .� . '.. .. t". .� � , I � required . han . ... . . . If� a . , I . . , . . I . . . .. , , : , , ,.T,�i-',"F 1. " , , .. , , . ' ' ' ,the oists' bottom flanges at Midspan and tying off to the , �, :, 6 r� ,�-1,�.�,.0 11 7 ., . . . , . .. . . 'a rom , I I to i _ . , ,. , . I where. . � :. - ., _ .I . . "6:�, % :�, . . � anchor I . I , 11 Posts— , T �be re'Wred ise6 . , - Fil wood web s'tifteher: . ,, : . ,,, , ",-;�-;� ", �,-"�. I 4)�. . .I . . - I. . . . . I I . - �,,,, 1 0 1 �. . . . I NOTE:Tile joist blocking or metal or wood ::. .. I, �I .� � I . 11 "' , , ,�� . ",-��,ha'rlgar 10a'd, ': ' . . % I each .. . .. 1 . I . . . . I I . ." -.-,��"'. , ; " ,�., ��, 'p I - . ,,-; , -� ' sideL . . e ing � �- '.I ' , , . I I yf�' d IIYV�:3/ . . hd walls., . I.-, - . : " , -L�, . , , . . . . I - 1 - . . .. . ,�,Ob ve .. . Note 4 above').See � i, . . W/2. an 2-5/1Vrhinimum. '� :' x-b�acirig requir6d at bearing for - . ' e . . 7 , ,�,Y';�� .`9 ,� �,","',",I, MINIMUM DISTANCE(d)FROM ANY SUPPORT TO HOLE - . , . . r . . . . __ .10'ar .' )' i' ' . � 4"X, I : -, :'r,�v",-,,.� .% I - , 5 ,_'!=' , . 11" �" . � . . . �.,bet') ;, ,7 � 6.1 . .. I . I - '... 7,;Tm . . . . , - '."_,. -� ', - . . I . . , , , . . I ' . - .,�.. ; -;_ , - L. . . I I . , .. �,,,,,�,�,,�.�.'�. � � , , - �Izrv; :1- -,', . . 1�. , I .. . .1� . ,,�'�7! 'exces6-ds 250 Ibs �,. I '._ " . . - ..I , . . ,. .. ��.L .. . I . � . . . , .I �.. .-�,` '."r;,�f,,�.� t , : �L . L .% I . '. " I., I . ,��`, . . I .. _.- .. - � .. .L 11 .. . : � . I '�x 2-5/16'm , .�, - -'" I . - ,1�2-1!1,- , . : . . � . . .. -�. ' : )�",- _ ., . detail"U'.for atta'chm.ent, , :,.,,44"ind,1611?11. . sipirrium, .,�', I late 'I�upport, , - � . . . - . . H,W� 1, �_��,, I ... - - . �'. , � . I I . .. % ,- � _�. '143 . I . . . I '. _:�"_� I ', L � 1. I. L I ROUND HOLE SIZE . . "": I . mi�� - �I", . . :�nL" I �:. , .71 . I L" ., . .. . . . I , ,. -,J'J,.';� ,- I - . . . 1�_. �� .. . .- .. '1.064 ,, ", ': _",:-'.1', "I 11 . .. , " ,": 11 . I I- . I .. 1, - "' , 0111111111111111111111111 . :- - ., . . I - , ".. . . ,I , 'l", ��`,,, 1"'r . . . I . .. � .. I I ;1 1 4,:.,,,� ., �',; . 6" 6�i" 8%11 . . I . -,U.1 ____ —' __7_� 11- . 1 12"' .' 13"L'I .. , . . . , I � .I , � 1 � .�'. . ., . : . �.. - . i . I .. ,.. .:I .. I 11-11 -� 'j. �LCV"J��6Lj ; ,e�. 01 - -, L . .. A;. . . L .. , .1 . . , i ' .11 I _, ' . . ., I . .. I ,� -, ,� ,., 1 7--—____T 8" ' r - ,.. I- A N , � I . I . L. . - r . . . . ;� 1 ..�r ". 1,%7',;� --V1 .,t 1, I f . 2" 3" 1 . ..:'I.,.. . - .1 . . '. ..I ., ,...".. . ". ... . . : , . -.1 - __ __ 4" Wo 7�' . ,. .. - RESIDENTIAL FL rp Cl�kRTS .4 . ,' ". � 'L " L', . I . . . . . .'' .�, I . . I " .. ,jrl'. . 91 10- � .. I . . 11 ( 11 I . . . . . I - - . . ,�X?." - . % I I ". . . .- � � ., I I . 1, . / . . I . . e , 1. ""' . . I . . . .. . - - - I;_ - . , ,�,a, . - .1 . ... . . . ,ND , . . - , .,.. I .. . . . . .. . . . .11 1.f�',L','."'� - . ,, . - - I _... , . . I.. . . � I , � . . A - , " . -;7 , " 1; _ ...__ , - . �� , �, , - .� . .�� RECOMMF - . . 1. p: , . , � ,� '' . �. I 1, . �� ." . ; I 1. � , . .:�,,'��, � '. . . — , . ' .I ... . .1 I . . I ..I . .. ...P, ,� , �,, , , ,,, .1 : : . . " I . .., . . . '1" .. . , , . I . ,��,,-., ,� , I , � � , & -I I v-�,,,, i tu I 9�V'TJI-/25 1 I'ly, . 1. . 1 A3 (9)i"a n d.11 7/a" jw'101' �. - I ,, � ". . , . I i . .1 . �_ . . IL . I . .. . �, , .;L , - % I " .. � . 1. . I � I " : ,. I 0. 2'�O" T-O" 4'.O" 5',O" 5'.0' - I. , '. : Ti . St Only.) . .I MINIMUM CRITERIA PEP, C2213 : ' - . " ' , , ;:, � .- � , , I .. I : : '. . . ,,, ,.�,,�,�,.'.,�, ;. -, - � �, .. , T US JOIST , , '. � �� . I - , , -�.",�, . EQ 5FANN .: , . W " ',�,,�,;'cZ ,�.� - ,.. . . . . .. I I I_ I '' . . I.. . . . . ?�-,�,.",�;, ',N,� 06-N" -�;jf.�.%Ii�'-�i 1111Y ".1 . . 11 . , 1%� _i-� ,� .." L .I r 4"TJI0/25 �w ts'.011 , " . 1.� , 1 .., L , :' .. . . I , L . :. !'� , I jerig§ and Depth .. I ,, i eg and,bebth . . ., ... . . . I . : . .". I- -�,- i� . ,, .- - , _ . I'-O" 4'.O" 5.0 . 5,-6" 61-oll - , . �;'GDX plr,�6od , . . . , I Joi3t. I . . , .�" ,. �-'!. I , I. I . . "., , '' , ,,, 11 - . , it .� 'w "! - I . . , . . . . . 11 . ' . . . . , .- " . . . t �, _� � , .,��.� I I � — I . - - � . I " . .�Tfl- 'GENE134"NOTES FOR"DET . , ' ` , I . � : . ! . � , 4 , .., . : - �J;',i�!, ;Z;";� �,;y `,,'' — , — — � / , oist'lklill I % . I " �- A ,,�� ,,� .. . . i, I . I., I , . . . '. , . . . i � I I JUNG &SHEATHING A: 7, ,,, ," .,. ," ., ., I _ . .. , AILS ��N,4 I - , . 2'.6" I.W, 51.oll 61.01, 51.01, 5,6" 6,�()" 1. " . ' - '. .',: ." . . . -, O.C, ,. T11 35 ,� � -, ., JII*/2� " , ,, ,7 ' �;�' �Tfl . ., -1 1,,�� ,i.` , ..."", . . .. . .:,"�.� . "., .. . I I I . . I I - . ,�. , , - - . .1 1 I,'..1,1,.1',11'.'� "" 3�.W' 4'.O" 4 � - . I , . CC ��','._�.; .-�,00,: �:,� 1; , 14"TJ110/35 I ---- . 6'.O" 6',6" 7'�oel ,� . � � :rim loisl, I . .. � I .. . I .-, . TJ ?5 1� ;� ,.,0.C � t 7 71 - M - , - ,- . - . .7.� ,,, ,,, . .1 j , I . I , - , . ":. 1 2 , � . ____ ; .,� , . , I I . . I " MINIMUM BEAR NG LENGTH 1. "�. L . '. - . I . . ; , ;,,,,, W"-.. . -;-, a . . — . . � . I_ I� . ,. I . . . !%-.1 ' . .1 . .1 . __ . �,v ,'-;'k,�,��, ., 1� - , "..,_:.�AN , , I., "�,_. . - ' '.. . I ., -P .I.. � V. . . - ,,�.",,,'��,�;��,,,,�, ..,��,''.,.' -,'.,� : ,,, .." �,__._� ,� I , "4",. . � 'do.1 1�.,." .,�� , , - " ",, - .. I . I ,I - E'� . , I ", � 4 _� .., , . I . . � ,' �,16,!".,,,�:'�_,*�_1; �L� - I' ' '6 - .s . J - 41111111111111111 I '4''w" .I . i I - t . '6" 4'.O" 4'.6" 6'.O" 5',O" 5',O" 51.61, ,.O�, - —I ' .1 . . I., . . . .7 L.,6, ,. , p __ .., -I I Ma" , I. 14 IN Sp I. i2 I! I J!A" '' _ re-q'usitre'd aflois'll,endii 2llla"minimbm bearing at , I � e - . ,.1. "111111111111111111111111111, �. . . . . . -, , � .1 . ,;":` ,�.Jl! lqv, ", ," "', - - T' e-ol '. -"., - . l6w , 1 , t. I _,J 16"TJI11/35 2'.6" T-13" 6 770' I 7T8 . . , . ,� . S CING - XCING -- _16� - 1 3/�,'� , 0 T60-FLANd' ' , , , _____ . . . , , . . . I , ..� .I .t � 21 ' ' - .. . . I I. - Natil,, :�.L , .. . . . . ,j,',,,�.�--#..�.� �� .1, '. ., " . . � - �, __.. ; ", - . -, .1 .1 � �,`�'�'�l ��, i , ,.;,, . . . 1; . . 1 :7 � �. , _ . . . . -, 'e'l.. , . � .�, `,_,� , 'I,.,- aft '. .1 .� I .�,' :,., - . 1,1��, _ I , I . � I .. - I . I �., �, " , 18'-7-: IL2 -04 , -1"' :,';'-,'.I 2"' ' 16'40"`!.� �il' � , 2,fi-f' 1� 27?'j"" inlermediiit�'iuPpqrls "' " ,"- - . 1: `� � - -, .. I . . I , . , ,'� , ,., . ' '. el 1" , , ,,, ". - . la I , 12 I'. -27, 30' Closest o,c. I , ,; ,,,, , " � . � . , - - , I , I - .1 . . i .1"., .I .1 . i6,1 t " I ., . - I .. , "I . �.�.,;.111-;� 1. . �'1'10 .. _ ,, .:%, .,� ., I I . : - . I I , "I I :_ I .I : - . � . . . . -- , :�: . ,� . I . I I �, .!:, -2414"'.4 , . .. - ,I 0 �. , - I � . I ' ' . .. I i, , _. . . 16 16'-1 1" - 2Q`-?_'! - 24"-�% 2714" , ' �� , . tgsi-r , -�_ t, I. I -,, , , RIM JOISTS OR BL6*IhG",� , ' " :. I I : . _1 , . .. size. _�, ,., 'spacing per-row ., . . - . . ".. . �L��-4, �L �,,��.. , . 1, I . ,�,�, An',,.r.- ,,,, ,""', � . . . . , I . . -__L� - - ' '"' .. %, . . - . ". I : . ,� � -,�4;�'�_11 -�','�,.,'� . � . I . I . , . . . I I . I , I .. . . "Is pl�. I `�;" , , I. . t7 " I F ' ' ' " Ii iliotisari6 sec6rid',floors of two tory � . �f:��Eld box . . . . . �'.. _-,� ,, �,� , " I 1� . .1 "41--1 ".. .,_ '. . � 11 ...__ . . .:� . . ,�I;—�_, -z 10,� . _�L81_1 V 1 25'-8" " .1 P. ,. 19.2 N JAL-54 , ., )�.,�i.N, , �§ .. .. '.2 ,! - I � , ,- ' . . .1. 1, . .1 : , ..- .. �.� , t A . I., '-'j ,. ,._�. .�;,;, �,4��! -1 � I - ,. I . I q - . ,.. . . � I-/ I ,, ,, . -,, . , , . . . . I."- ,, �,, . 4 " 1� ___U,�_ , . ., I " :, :, T,i and MICRO=LAIA..L"M nateAl veneer lumber . . , ."I' �, . I . I I . , 151-1 7 23!-2" i . . 1 I .- r , . . I " - r EitAil All AZ A3,A4,or AS, ., �; Eld cornmon. ' ', 2', , . I �1'11 �� ,' . I ' , ,applicalions,Aji6V . , I QO � � I - . . I , ill . �,l , ", _� .,i,., , '- . I ," - I , , , , . . - The 10 joists " 11, . . � 1. .. � .-,.",,:�: -:, .1 , . . . . � ;,- 7t CHART B - RECTANGULAR HOLES , - 11 . . . -6" 1:I % " 5' " 'li&ationii,use detail All A2.A4 � . . . . . � . , , . ", . - . - i -��, " , I_ 17' , 2,,For main loorprn,pf two§t?ry app . �I . I . � � 4`,� . 1',", �,24` I 43? 4 . , . � I'v, '! i� . - - I . . 11 , -,,"..,-. , I : . . ..� . . _ . . - ' , ' _ . . I , , , ,: �, I .. 2d box ,,-'�_ .- 2 - 4 . in those plans are to bC I '.I , . a..,.,; -"4�' . :_ , 1! a, -, , , I . , . � - � I ,��: 1, . �.M. " .i L,7,�' ' !�, . , ,�.. �1.1 . . . 1.6 ,`�NQTE. Based on minimurn code.deflection' " _ , . . ' '- i A5' '4`-, ""', ':, ,,.� I . I - -I '' �', (L.'Y.L.� �eaders'and bliiams specified . , . . - , , , . I ''. .1 . - . I , - , ,�", , - . , , . I .. I . _.. 4 . . I .. "',%�., i,;l'.,..1',1 . , ..I . _�. I criEeria'of.L)360 at live load. I :,NOTE: Hased on L/46 fivailciaildeflsectls�h'.'% . .� � . :,�" -y� . . " i � . . I.. 16 12d comm " , .;� . , , . _�6-_il . - - . - : P. ` (". . . , _',��.'.- . ,�;_ . , '. ." , . . I .� - , in 1, � ," ,.4 I . . . . L, . "Trus,I i'L R' I - ,�- , I � , '' , , , . -4s'1000 PLF,vertia -_--- - ... . , - �, 001500 - ';'I�,?��P�,�)d,� , MINIMUM DISTANCE(d)FROM ANY SUPPORT TO HOLE . I . , ,v!_� , I .. . �,`,', ,' ,:' e; . .os ecornmended Spans" table.at right,. . � a,�,�,'" '' '. . 1. 3-,,',Ais� . I" l�,each layer,of.3/4" . , 1, . . .T CORPORATION of Boise, 1� I . , , ,,�I� "., : , . . 1 . , I .i '. . lFor stfffief floors,please Be . I 1. , � _. I . .. Ljt manufactured �y TJkUS JOIS .. - . I , .. I I . �,,f�_ I %:�,:.1 -, t . - . . .. . , . ..� I ,to, . . .1, ,,,.,. I . . , . I . I . I - . :1 1. . - . . t N .", .1 . , . . . -;- , , I I", - - � . . . , . I ", . . "L_''. . . , , " -L* . .,., I , . . I . . ., . . .. . . -ve been designed.in'accordance with . . . ,,-,,'. , I;, , �, L . . 1� I 11 . . � I . , I ".11 ired ., , edJ .. I , , , i, ..''. I . . .1 . . ,... . . I. . . U �', . . , ,111 I 1 . 1!. . W ,W ., . . � �, . . I , . . . - 4�dek�, i . . . .,.,. . . ' . . . . I :.1 � �--�,,- F., . . .. I, "' , n , I , I . I .. . I are rOqU At interm ate ' .A plyw000.r1m..'10)s � I . � . _ ", � . . - . .: I - . - 4.'.,.;;,Web litifferiers K and Viiblii�e)' ' . Idaho- The'prbd icts hd . :, . . .: "', , . . . . . , . . . . I . . . . . 11 I . . .I ';L . . I I . I ., - - .I - - - 1. .. -LiMes'-2000 PLF-.'�6rti�'ali&a'd fiaMf�f,for each Tile joist , ' ' - I ' . . - . . . ' . . - '. . �,.,, , ,,,, , , , L RECTANGULAR HOLE SIZE-LONGEST DIMENSION . ,. . . . . . 1. �7:�,, . . h -,. , . I.il . � .. . . ., ., I � . I . . .,.. I . '. I . . i 7 GENERAL NOTES: . I . I 1 . I . I : . �,. ' 4"" A" __; . I. . I .�; 11 , , 'I, !, .A�� I I .". . . .. I . . . . I . " . upportsi W ere Joisu an con uou3 span, ri is ess than" 'A. .an c _.. ,� 11 . I I . . .", Maximum spacing ot'nails i . . ,, one or m6re of the following- L 1. ;�,',_`,'�`,,,� - . , '. I -1 ., ' . . . . .. is,11 -�� . . . . . . , "I .� I .. . - . . . 1 . , . . . . I "I .11'....�. ... 1 51, 6�ill .1, i I , . 1. 'F ' ":'blbckipg'oapLil,oi'iiIn"l'ol�st. , .. . . I . .. ." ' :; - .. I . . - 1 . I , . . � . ,� �"n,�..� i . - -tin ' ' bea il�j- 1 5' ' 4- ith ' I I �� L - - . I . � , ,1; J,�,r . � � , 4" . . . I., ,. , :, .� 11 ___ 8A11 9" ., - . . . �, 11 . I . .. . , � . I I 1, . I " I-"I I.: I 1., ... I A" . .,, . , , I . I - . . .1 �. , � 7, �. -,�,� . . . I . 6" 8" � Q'i '. . .�, ., I . , I .1 -1., 1. Span charts based on rusiders"I noor load'of 40 psf live and I 0 psf.dca'd,load. - � pan,is grraLor 'ah ,�_.�_,:., I - . 1 ' ' o6d rim i�-dsed�be . "': : , .. . � 1 ,.4 . 6 - .��. , .. , . I 11" I .1 2" % L . .., . , . ,�J I , . fibug i"and 11 - , . J. . - I . '. ", I -1. �� . I — I 11 � I .. . . . , , . . __ .� � ,,�S' acing complying with code shall be' ' , ..,18"D.C. .Y --,L_J .; ,", .'. . I I � I .. - � I I . ;,14,��,t', .1 .1. .�', '. .. - . I'� , .'KIJ; La . . , . - � � ' . . '� 'te;aCU64*ith,siogle layc�of glue t ' , , vv�en ply�i , "'. . I .. . , , . . �, � , - � " - . . , - . ,.�.,.d;v- ,�,,. 9�i"TJI-/25 _70- 500' 5'-O" 6'.O" . - - , - . . "� . . . 2. Spairt charts as$ -nailed PI wocs�, - . 11 ,A -8*[Of 91/2-1144 L I'A- 4.11012�joiiLs at 24"o.c. ,. - I carried to the'foundal!on 6r Tile joist solid blocking used L .. I . I , . -o . , !_.��, .11, I,- -1 I .,�- , . I ulins:compost � 11.1 .. .1 . � . for a- � !jig joists , :, f: ' N�titinal Research Board Report Nos. 1 19, 126, aria 200. . . ,",�6' ."", '. ,.,,�; -, '.-L," Q. --_—— . - - . 14� - _: . � "t . I I I I . y - .L. ,; .. � . , . . . . ... . . , L .-� ': ..." . a . I "� �")",;: -�,,H ill I � - '/ I — '. "'.- , " . .. I : . . ;. I . � , decking for deflection only. Spari�r a h" - ,., � , , 7'-2,'for 1I'rA-,tji$ss25�`" - -O.C. . - ." . .1 . . .. , . . .. .'_, ;, � �-L .. I . . . ,. . . �.. . . . . I . . . . 9 ". ._.. , I,,,i"-A",% . I., . : . . . I . , 5 . I . . . I . . � . , :. .- ; . I . , mirilTy, . ., 4 ol,, I` "� - 24"o.c. for 14' an �, � . , I . I I _�, ... I 1 319"TJ14D/25 4'�O 6'.O" 5' 61�011 '_ - - I I �� , ' - FILE" '..; -,-'t �'-�;-,_ .;,�,,, - . I I . I I e g . ".�� . . I ., ____ . o , . . . . . anels are nailed only. I .- 11 � . . . . , "I :1i., . ! . �_ _____ __ , . . ,-,. . . , I . is , . I . L_ ... - . -19'-2"fosr 14*and . I - I ,..1 , .,7 '.. I - . . . . . �', . , , 1: �11 7 ... . I . . . .l,�',',,,.1T�.,�-,I"�_, , �t .-Ri'.; - 4' �.011 51�611 61.01, - - .- .1 �:.. I - , � -.,.. . .1 L . . .. . - . I '�' - - .bear ing wall�, ,,, � . - I I .. ... r . . . ." " . . I:' ��,'A 6" . - . ,hall'be reduced 5*where shi; t Ing .,,�' 10!�Lk,�!19.:z 'at ekh' P/ 1' __ W-O" 6'-6" 6'.6" , . , I � . , . . . ., .� . _ ,: , - , r�'6f 4� �rid 96d a0past 4'every 2 'of I n I _ ' ' - � TJ10135'joisw at 24"Ole , . d 16" ': . ; . " 1. . I. I . I . I . I'. . 1, . . . , .;..,;.., . , �,.`,,�;i i � 9) 14"Tilv/35 ..,I I .. . I '.- . . I, . . . . . � ..,24 1 � ,- ; ., - . ' an - - I: ,:,- .I I. .. . . . . I 1 .,I , .-�,.,,,,", -.1. , ;�,.4".., ,'',�.. , - - � '1110C bCtWCCn S . . . '.. " , %,. '45. - must be Ilse.longer Ili" "' " . . . L. I .�11 .'.. "I ;'�,L��"�: , � . . , ,. 4.1 , , id upposl�s- � I . I.I ' , . . I I , . ""�;!,'jl;'Lll . . �, .. . __ — ——— . ., ..- . .-___ . . I - . L I . . � , "t, , . 51.61� (31.01, - . I '. � . ." .1 - . I L '' -W '. � I . , ��,� ",, " _�l 61, ., - 1. . I . , , . . . . 'I - . f. , . I 1:,,,r . - . . . 11 .11. . � ,� ;."�l- "-!"XII, I . I . - . � - - % , . . . ., , J , thcsfjoist,� abstiffeners ' I .. . I .";1� , ,�"., __ e. . ---:11W --_��0- - I - . �, . -f , . ,. _. ep ,4, , ;1 . .. -6" 5 W-O" 6'.6" 6'.6" 7'.O" 8'.O"' � 3., , 'Spians are based oil clear dis . -6 or to-Tilvi!5:joiii4 at,T§.�.:c; rioPI606r deia�il , I '. I"Tile joists .- . . I , Any trusses other than those specified are to be bid 'as an . . I . I . 0 'TJlv,135 4 o .. . . I. ,: ". .�,I..� . z . .2x�,`c a A2 and 8Z - I -O" 0- --- 6'-6" 7'.O" 6'�of' 8'-60� . � ,� ".-, d may also be required per Note 4 ' � the � . . RE F�: .l.'' ' '��'-""2.".":, , -�1.1 � __ I . I" . I "'.. , , , I 1, . . V. . � . . .... . - . , . .�'�.., * If more than 1 row of nails is used,, ,� I �,.,�' , , ,!-,(_-.J, %'. '2`2J . . 1, :, - . "I I �, , L, 1. , . - I �_1, I alternate, and are subject to review and approval of . . ,. I 1. .1 _�, 1�, -,, .� ""z!,� . , �,_� . . . , . _�. " - �' � '' , ". " _ , , .", , ,, , , Ond"'R 40 arstiail Floor Span Charts. - . . , : " I . . . I . I .'' I . .1. .. � I,V_ ; �.44�. :. 1�� NON ''LOAb-BEARING',CANTILEVER DETAILS.' . . , . `., I . . . . '9� ,esi i. . It. I �1� . the rows must be offset at least . architect, owner, and local building official. Please refer to � r-- I.. I ": . , I . I.. ,"'; .'' " ,;�',. - -_ - NOTE:The dista . . , :,� .1 . I . .- _. . ,IL I - .- . .-.. ... .Tile iclists,may, be cantileveib6 up to 1/4 the 0� I 1� ,,, . , . I � . I., . , 7 -._, I . �..,�,,, .��;,��, nceS in the above charts are based on uniformly . ; I . . I . . . 1 .4'. -.1,". ." 1� , . ,�, - - 1� ,,.,�,�,,��,,�, _'l - . .. .., . .. . .. . . . . .- .. - . . . ; . . -7. Othb(V4'f',APA 4.0?24 rated shea thing maybe used for rim joist in ' J' :' - . '. I 1. .1 , .'' 1 �-, .. J,� ". -,.,.., . : .t�p . i - . . "I . . ,, . . V -1,-'. t '. . I Y11t, . j. I " ., I , - . " , - . 4. "'.._..:.'_%., . � .. . I � . . - i . I - L 1�1 : �.,. I , , . � , �;- � , . I I � -.1 ' 0. "C_i�. � . . . . � . . . 11 . - . . . I . L . . . , . . , , I 0 .1 I . . . 1. �-. , ations and loall tables included in NER Report No. . . ". � ,�1_ ... � I .. I I .,I.,�-�;.1 � - loaded joists supporting the maximum load . I .11. - ' " . . adjadeht span it hot supporting concentrated , .. .1 . . - , , , I lied 6f:,?/,k,',f,0bX plywo"d . . '. . 1 . the calcul . .. .� � , .. . I , . ", , , Ir ^ ; . . . 1U.-P, 1 s shown for any of the I ,� 2x-frsaileod to the side of the TJP joist with - I . toad ate '. f:.� , .'' ` ,'.. I .. I 1. . . '. I '. I III 14 ga.staples may be substituted �, . .--'. - I r I .. - . I . T . . ' ' ;-,,��,rk . I tables listed in this reference guide S I . , �'� I . wood . nd of cantilever.(In'thal situatio L Tile Jois s should be NAILING REOUIREMENTS '- . - I I . . : ' . L � . ." , - - , , ."Y' "" -For other load condition , . . . -1, .." - . backer(se' ' ugh ih6 Tile' . . I , ,, t . �_. . . . I - � . t ., � . , . I � " .,;t,:,_; , �Pe6te 119, which is on file at y9ur local Trus Joist office and local, , . . . �"'i��,��., contact your Trus Joist representative. - . ee.General_NsCite�).Nailthr6 . . I - ct I . . .. 11/211 , . I for Od nags it minimum penetr tion " ... . i . I I .. . ,. . I'. . . , ,11�, ,._, .. . I L . 1. . I. I �7, � . -..., , . � I Consult tables in Reference Guide.) , , ad from tfiew�eaither,, 1.,,Na�jois,s'at be � I . 2 . � I ,�', . �", I 11�I . ;, minim6m. 1 � a I . a . . .. W'.. . . . -,.., I I . - I - - '.. R. 04 � . . AM 1:1 " , , . . .. , - .:�, ... ' �. ,. I . � --,' . . I ._: . I . of 1"Into the TAID joist is 440aiten nt., �; , ..:, . I .. . , . . ,' ' - :�d,�%,,,,!,, I i ,. ,, a' - . I I I . � - . . I . I � j . � . 11' i6iinsgis with 2-8d nails 0 each.sidei. I . . . - .1, joist nd'bbgcker into the 2x with 2 rows,110d nails.'- , . .. . I . �1, . , ,r . . . . � . billildipg . .1 . "I I I �, "..-,.�, a . . � . I . . . ., . . . I ..I I I . - . . . . . . . .- . . . . �,,�-�� ."��,,�-1, I . 1,� o . ,. . . - L" I . I . . - , . .. I .1 I -U 1,� .."�,O_61,v �_," - I.. -clinch. . - ,. I . . . . I . . .. I...1 . 1. r . . i from end to�avoid s0littf6g. '.- . I . t, - , . . .. , .'k- . at 6"ac.;and . I ��.�L, . .. . . . . I - .1. . , ��.-";. � ,�`�, ..�,,� .� . I . ,��. . I . , I . -. � ! :. - . z Z, Nail Till'joist blo&ing or rim to I . -�, - . I . 1 : .� . �, '. - - ,,��.. -�,---�,.,., . I , I . , � I DONOT I . '. - . , I ,. . . - . . . .. . .. I . . � .,." ,� . . bearing plate with Eld nails at V . achieved. I I .I ,- . I . : . I . ,.., pl!kl �..��,��, . �",i.;.,", , ., � . I . I - . DO I- I .1 _. I : . . I ,�-�, . . �_ 91. .. � I . I - . " I. . I. .� M _; , . . . . I I :1 . , . . ., . . . . 1, �;" L 'L .1 . I . I Contact �RUs JOMr CORPORATION at 1-800-338-0515 . . 1 4. ,", . . CUT OR NOTCH FLAN ,�, I . . ., I I I . -I . . b,,,; ,," "!,:.!��"��, , , 2 , on 66ntbr�When Used for shear'trahster,nail to bearing plate,withl . . I .1 4 I , � .. I . � G� . . ,,,"4 I- .. . " ; I . . . " . . I . . .. . ;.: . I " ,. � ... . % . : . . I I , . . . I . . , sss,B�sss,,� ,� i�,� : ___ . . I:_ .. I .. . . 1.1 . 1, . . 1, same nailing'ap,t - 66h6dule. � '- ' ;�, ' I I - .- . ., . . . � , ...'� I - . . I. '. � - ;.,& � . ., N7��N�N=_- . . . . . �11!111-�, h4 Plywood . , ,,, 1. , 1, ., I L . . .. .1 - - I L I . L' . , 1, . ., . . , . shear .. I - '_ 'L,, ;" ., .1 I I - . . .f r yotir nearest.deale'r, or call the local regional office in ., I I , I I .!,. . . . �- . - . . . .1 . - , . : Jai. IV , ' "; ' ' 3 "Jail TJIO'rimjoistl�3/4"COX plywood rim,'or ptft I . . I .. " ., .. . . � .. .- . . I ,Z I , : . . .I.. ."T".'. i l , " ., . I .... 3 sy 1,I , - I , . I .:� �-, . TJ Dist I ' . � . ." , , . I . I . , . - . ,. ,: . �,,� , , - . L-_ � .I .. , � . . . . . - d I '' . . . . 1 7" . ., - - . I I . . . ,'i,,�,, . , .. ., . . - . I. I . - ' ' ' . I .1 � .. I TAM ,'Florida at 1-800-782-8243 or i-81,3-286-2665. - , . ?11 I. . , . . - , . I.,.: C, . , I '�r � I . . , t�.%6611fdi� loids only.), .. '.. I n6ils,"one each at top and bottom flange.With, ' . I '. ,: pa . . .. . :. 9, - . "�11 , . , . . .. ��. , ,blocking,,;��'. I . 1. %.;- I - � .. . -.1, I TJ!'joist with 2-8d I I .. .. 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""; 6 1, , 6 . . . �,, .1 : .. . . - % | | i . 1 x[vue.eeaaca.,.u•,.s.w. 4'JMS:":+4-sY 4n41:.¢S.4r:'u.:.%Jn•y 32._..��•a.w.:_aft:k:dR.fitiLY".n.H'ewyn.y.y'..aun.,:a'u.re,+RpMJ.L%vMeiwu.ium xc�t�^.�=.::�:ca.:i•_::.•...1.4.......':...:1-.:c.....•';.w e: .�... �. .... 5,.: ..:.4..... 'Y..vny..µ•._•wiuver<x_: .,a:n..sinyn 2+:e-....:eH.Xa.a.tee.�..ua.:'+^f-'aa..,.lJ'-un la,t.:.cst.:rc-ri=S'=.-:a.rxs^}.:.. .YJ,4.a6•:v'.✓.w's.:a'e<u:eea4.,iulut.t.:.:..+Se..::.2i.v.1�yS:e.41:.1.5,:::,.t&0."•'1.Ci d•.na".r_w•e .. e,..x..... ..:.,. . .'W.'�,c'+,+i•,..::..'. a.d..C,n;1165...X9i::;S:.u.tx:::C'.S:1Z.:;F'u6Y.:�iJ..dW9_!JS "'_aLJ,Y..,•-;?`"int,--f_��.,.--.« ' — l0SITI;JfJ SADDLE SJ THAT MIN. 26 GA, G.I. FLASHING STRIPS WITH COUNTER FLASHING TILES MAY HE IEISTALLED �'+f ' ',E ,E ! c. , ',r F r x T ' r' r �1'' TO SLIDE UNDER AT CHIMNE F Cx_�F F M A',TIc. \ CORNERS• IE_ a TAPJi..,AfVA F r -- 36" WIDE AWE ��l SrifE.E i COUNTER FLASHING FL ASHIHL W'T I jAt LE,( CRIMPED EDGE.'.; )Mull 1L�.' r UNOERLA',YMENT INSTALL 26 GA. G.I. FLASHING 2411ABOVE CHIMNEY PROJECTION :;�.:•�'::��•..:: REMOVE LUGS UNDER TILES � RE-STING ON NON-STRUCTURALL\� r VALLEY FLASHING y / ROOF SHEATHINGAY VF N T c 50LID SHEATHING .. .. {--CARRY FELT THROUGH VALLEY OR RUN APPROX. 2 INTO VALLEY 3j r--J' � 26 GA, G,1. FLASHING SECURE �`,. \ •..,� 1 TO TILE WITH ROOFERS MASTIC LIFETILE EAVE , ,MpI CLOSURE STRIP r ANGLE FLASHING 4� j� \\I�` CUT OFF TOP OF EAVE CLOSURE STRIP TO PERMIT - - M OVER 'FILE � - (.I VALLEY DRAINAGE FLASHING DETAILS- CHIMNEY OR OTHER PROJECTIONS FASCIA BOARD ELEVATED 11/4„ TYPICAL VALLEY_ FLASHING „DETAIL ABOVE DECK ESPANA MISSION TILES - — RE: TECHNICAL BULLETIN NO. 407 ESPANA MISSION TILES FLASHING DETAILS - CHIMNEY OR OTHER PROJECTIONS RE I TECHNICAL BULLETIN NO. 407 PAGE 2 , RE : TECHNICAL BULLETIN No. 207 A WHEN ROOFPITC EXCEEDS 7.12 VALLEY METAL SHALL TILE FASTENING- HIGH WIND AREAS I; HAVE MIN. 21/2 HIGH SPLASH DIVEFTER AT CENTER RE : TEC FINICAL BUL I_FTIN NG, 1(.)H LINE OR METAL SHALL EXTEND 16' FROM CENTER LINE ,•.t;; MINIMUM 3 LAP OVER FLASHING 26 GA. G.I. FLASHING Ek INSTALL 26 GA. G.I. FLASHING 24" -• COUNTER FLASHING 24 ABOVE CHIMNEY PROJECTION NOMINAL I x 2 - _ HORIZONTAL BATTENS - SEAL WITH MAX. 14"0.C. ROOFER'S MASTIC „ 3#8 x 13/8WOOD LATH r ` ERTICAL COUNTER BIIATTENS, TOP MOPPED STEP FLASHING RECOMMENDED UNDERLAYMENT CARRIED OVER ANGLE FLASHING 4" LEAD OR OTHER FLEYO B� � 9 OVER TILE PIPE JACK LIFETILE SAVE CLOSURE TYPE: FLASHING, MINIML.�I STRIP BASE SKIRT AROUND PROJECTION. '\ ATTACH TO TILE WITH ROOFER'S MASTIC.Aj VENT FLASHING- ESPANA MISSION TILES RE: TECHNICAL BULLETIN NO. 407 �---�' MIN. 2 PLIES TYPE~ 15 \ � FELT MOPPED LIFETILE EAVE BETWEEN LAYERS RISER STRIP -f. UNDERLAYMENT CARRIED OVER ' RISER STRIP BASEUSE OF COUNTER FLASHING LIFETILE TYPE S �— NON-STRUCTURAL RECOMMENDED IN AREAS COUNTER—BATTEN SYSTEM(]• GRIP CLIP ROOF SHEATHING WHERE HEAVY RAIN OR SNOW OCCURS RE: TECHNICAL BULLETIN NO. 108 PAGE 2 �— \ LIFETILE EAVE DRIP STRIP FULL SHEET VERTICALLY APPLIED UNDERLAYMENT FLASHING ABUTTING WALL WHERE NOMINAL I x2 BATTENS r1 ARE USED SEPARATE ENDS 1/2 UNDER VALLEY RECOMMENDED ESPANA MISSION TILES EVERY 48" OR INSERT 2"SQUARE LAYER TYPE SHIMS CUT FROM ASPHALT SHINGLES TILE FASTENING-HIGH WIND AREAS STANDARD G.I. VALLEY FLASHING WITH RE: TECHNICAL BULLETIN N0. 407 40 FELT BENEATH BATTENS WHEN NAILING --- tv - -- - — - -- ;;RIMPED EDGES _Z BAR 24 ON CENTERS. _ESPANA MISSION_ TILES RE: TECHNICAL BULLETIN NO. 108--��_ HALF-TILE = PAN SECTION 4MINIMUM 3"HIGH SPLASH DIVERTER TURN FELT UP TO 300 CRIMP 8.. SIDEWALL APPROX. 4" DRIP STRIP EAVE OVERLAP SHEATHING MIN. UNDERLAYMENT f THROUGH (FLASHING 26 GA. GALVAN D PAN FLASH CARRY TO EAVE LINE OR TRA WER REMOVE LUGS UNDER ; ti . TO TOP OF TILE WITH FLEXIBLE METAL. TILES RESTING ON VALLEY FLASHING LIFETILE EAVE CLOSURE STRIP UNDERLAYMENT CA REED OVER EAVE CLOSUR �3ASE STAGGER TILE r, TILES COURSES K ' LIFTILE EAVYE HORIZONTAL BATTEN SYSTEM LIFETILE EAVE MISER STRIP RE' TECHNICAL. BULLETINNO. 106 PAGE 2 LIFETILE TYPE; F RISER STRIP ; .! • l GRIP CLIP HIGH TO PROVIDE FOR PROPER EAVE COURSE HEIGHT WIND ANCHOR FASCIA BOARiD UNDERLAYMENT--- AND DRAINAG E ON PITCHES BELOW 4:12 WHEN VALLEY METAL INSTALLED � ;�'. I/211 PLYWOOD USING SHAKE SLATE OR CHATEAU TILE USE OVER SPACED SHEATHING CUT OFF TOP OF EAVE LIFETILE EAVL RISER STRIP. WHEN APE LYING TI FASTENING - HIGH WIND AREA RISER STRIP TO PERMLT ESPANA TILES,USE LIFETILE EAVE CLOSURE l _ NI VALLEY DRAINAGE STRIP RE: TECHNICAL BULLETIN N0. IC8 ROOF INSULATION 2° T B G DECK .4 TYPICAL VALLEY FLASHING DETAIL FLAT TILES RE: TECHNICAL BULLETIN NO. 207A PAGE 2 �nNI�'L.11VIENIS U{ : L nJ DQ NOT NAIL THROUGH FLASHING. WHERE NECESSARY, (Cindy Paquet Btautif.sl0oors for tre Joo(.1 iii, AFFIX CUT TILE PIECES TO ADJOINING TILES WITH ROOFER'S MASTIC. TYPICAL INSTALLATION `OPEN BEAM ..CONSTRUCTION �SALL:S RE PRESENT,V1[VI 47-1 �� cl--, ;� n ! � RE: TECHNICAL BULLETIN NO. IOB — T _-� t- i I C�� yy 1 - 800 - 282 - 3633 _.�� _ 1 1. r. r.,..... +v. n..ire ua.a-. .treru.aa'm-. ah:.1L.4.:WG:.a C�'.-.'a,:7JFskrac.iarorief:.'p,ne3-^'.ydn—....•snW J..,��-r. NaYn3'J1AnhwYlmfWbLssea.9oMfvumvraW+-MYtpgixvYi:a'Fl!&a:v.xi;s'a.Y.:.�LLcmwaae+:fWr.'•P. aw,u+e..... "`_ ^' Io&N�tlkusGsw.M!#�1166'.'�vlcL^i(iu'-�.r,:t-:.L:.�f.W16 --':Cw..:-.....+'.1+r:.wu...r.ne.i.G:•..._11:SL.:[,er:.l..jl:.^..':ui. -:.Lixa•:.ar;.:•.7::tee.:..s.:�..F-'w,C.......,4d.e:,.f. .. .. .J i