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Oceanwalk Drive West 2210 W w W � �l 4 :,0 N Z � 0000W } leo- ASc/fA 8O, SoJ�'F/T O G 6/,O• �iQ/6 2� NJ Sac.oi�.� Covet to .BjQ/iC•SoLo/�,t COG/LSG 0!/G�,Q JOE] v (� Lj aQa L-j a $.�4x .s,«scn c a J J LEFT SIDE ELEV . FRONT ELEVATION _. - o >0 acc Ao ;Ole stlop r;W7 0 Z8 o •. .Z 3O.T 0.ya• El Eli Lr-li 0*0 ' � _ — ;�. i' �.. a✓ _- .y..,w.r,•....-v.. ...rr..ry.r ....- .. ...». .•..cw.. i ` ,� R t.' -«w+ ,:rM.an+.++�i3+�4•i0•. 'w.. ...y'°-Y.,SM�f 1 'rt,'�:.i..,r.;'tr." 1.00 0)1v I O •�0 2 I 4o 8I �. 3 ' N 1 \N o•67' 450 0% z 2�. I .� > ui F. .... },. Z > � A W ioEL�a I p p 7"44=- 7Y0•� /oX/G G'o.vlG .B,L�s'•fT6� Q Z cv,�rr-- .- V O -ZZy ' O -JL I � I �� � v ` t ,\ o ,� "¢�iC-4��G� SG�j Q L✓ I WO.Q=��WQ� �^ O/L� V���A �� I 44 LL W 0 wo vF,u,' o ,e,.e� I �oy�_ 3If garage `� �-A,�• �, �li�.e C.L E�9NSy4iv0 �/ I ,o Q y=Z 6 u.CC r 1 I ~ov 0 c LL s or. �- — I ���' �` �O�a� O} Q I VJW}aWF-�h•im/� I _ .�. � I game r om stor. I . o' I I QJZQs�ZWZ I I o Q zax� 1 Z W= ro I I �� I c,�U.Hzo_a v� 1J I N � i o S N 1 � � � rt I 1 I 1 I II OVER I f tV 109 I 1 d OP'F'� � UIt�.'A U 4 100 I ....... l I APPROVED APR 3 0 4 a x Z Lic,*71-9Piv o5y ti, �� I OCE NWS O LvivEie ( I 1 77.7 S li'S �, � ,i %2-S� �,c• lop „y�¢ �� .9%o " /6'.fit" .9' !O• R6 G40 " sera'' s" 36,a� s� MAY 12 1992 FLOOR PLAN 2 N D. F L. FLOOR PLAN 1 T. FL.S FOUNDATION PLAN Bulidln ang d Zoning a W W NC*4 ' x . a W J u 1` O N w W Z 1+ } V z Q � o y d a O RIGHT SIDE ELEV, REAR ELEV. J U >M o 0 . o 0 G�o�1�• S/-�• .3— I'��¢ X/es '• /GAO 4044• �/.tls• _ /sem` SEG 7' //7/�..7J- .f',I'. CJ lL "e•t• s Z � c«.Jrs-� %�'o-�- Jol Y'�O x /.vsvG•.4 30 , Ci J LL XX.0 "'aye•Bo• /Z co % IV 8 _ J 2-2x¢ To,vAs- LLJ, z > a) W 0 z � v0 ' Q = game room _ �X¢ STL�S' //Z ''�y�• BO•�--�r ' z z y w p z J-z-J LU -jP �n d G o A A �f s t o r e s7o c w /1/C/l�ox`� &,& •/�Qw-AC J Z y W y JO- a03� WAD• 8.95 J40 7-4 ewl- /2Y;wo- GcvoD 4 =zoo°� w stor. 7,e-,V" 2x�JS'oG�P�- HwoC�'w�wocQ 2jtG'SaiC rS' moa Silt cr7 fLG��t w 0°D O a J /il/D• .DfJSE Op=aQ LL} ��v.� E.q v� O,e/ro ~ w W O0 �/¢x/� tel!/c,�o a-�Zz=��zy 44 L�7o'• .�9*s. - cc< QynOWZ /Y/➢iVctF,e. Iit/.f'sriG./Q /.9 C7 lip /G T✓/JTr. /G o� S�v D EAc H .// ✓7� t o H1 H /o T /x Qr�otao Aw/o z W oc Z p=z40 _ 01•_ -jccF—OW 1 00 2x9 2- ¢7&v 2-2 X G Tao • - S�"G-ko 0.0 ?-ZxGTo►a .3/8"/oG y avo. .5 ,oxlfiT,vI Sc,e•ViaArr- �i4,vo,a.�vic�iv� �S1ocr� 2 2X� Tc� PGS 2x� S?acts'G�%�"o•c- /ivsvc- /2-// _ /x� Lt/O• /ce��zE 2'p" ,B,¢ic,C VaE'.v��t Lv/2c �,4 •c�AGv // /6'0 •c. Y�,ttd 32'o-c•./yoeiL. 7"ie. G2 7•,x.5 -Z x/Z S741414P&RU! � �2"�Y.o•�• /G T. Go /ooop 00STv�S Q/Co.c, 1/2 Y'a,o a r a e a %Z''�Y�• �3p • %2"COX Pr y a►o s•YE� �� ~ 2 x4S7vos /G'a•c g 2x/2 Ta work shopINN � �"G'o ti G • SGA 8 W �46rR,L1/X �2'� A ' 8o�T,s' G� �'`o I<-• Q•. �,�.-sc.9 4 O.v 1/�9•°�,� ,89.x. �/Z oG-E,e T,ytU �T ZX G SacE P�- Q G-t.�.9i✓ S�.c.o�i<< Pi 2x4.Si"xE U ,o-i.,2Jrlr STaP . B..G,•n.c•Ho.¢ •Bc�r• � F SRoos Ca N7-- 8 Co�vc• Bch 1{ A?":Wi V • . 2-, S,loos Co�v?- o x Zo STAID DETAIL TRANSVERSE SECTION - I • W W X W J I JOIST INSTALLATION INFORMATION i RLIS mm r ___qPWA1 M q Q PERSONAL INJURY CAN RESULT FROM FAILURE TO FOLLOW THIS INFORMATION e JOBSITE HANDLING JOBSITE S'T'ORAGE TJI` JOIST FLOOR DETAILS Z Zit i MICRO= .V. . � J o d ................................... MICRO=LAM•L.V.L. header FOR INSTALLATION STABILITY: • A Aa WARNING �. or TJt joist header. Temporary strut lines(1 x4 min.)8' on center max. Fasten DO NOT ALLOW WORKERS ON TJI• joists must be completely installed E:BEARING LENGTH IS EXTREMELY CRITICAL AND MUST BE FOR EACH APPLICATION.) _ Oat each pint with 2-8d JOISTS UNTIL ALL BLOCKING,RIM and properly nailed. I I I NOTE: BRIDGING OR MID SPAN \\ naffs min, (See JOISTS,HANGERS AND 3. Temporary strut lines Of 1x4 BLOCKING NOT REQUIRED \ / Reference Guide TEMPORARY BRACING ARE nrwwnum must be nailed to the o COMPLETED IN ACCORDANCE WITH braced end wall or sheathed area wt O 0ITEMS 1,2,and 3 BELOW. as in 1 above and to each prat at_ o the on-center spacing shown. _ r construction c concern for bracing during Without this bracing,buckling MICRO=LAM•Laminated Veneer Lumber ' construction can result in serious sideways or roll over is Y IVY (I.N.L.)headers and beams are available fit ■LFT tM VERTICIL ORIENN ON. accidents.Under rtOrmel conditions if - �� :' � the t are observed, probable under light construction from Trus,Joist stocking dealers n seven o loads-lice two workers and one depths.Each piece is 13Y. thidt and up to 60 � _ ) �\ accidents will be avoided. layer Of u nnailed sheathing. ft.long.Two or more pieces can be nailed or 1 i 1. A lateral strength.like a braced end 4. Shea must be tote attached bolted together on the job site to form a wall or an existing deck must be Sheathing required to each TJI•psi before additional header a beam of the r thickness. established at the ends of the bay, bads can be placed on the system. NOTE:1d"and 19"dm*bis are to This canalso be accomplisrted by a Ends of cantilevers terttporary or permanent dee S. require strut be used In muMple ntwnrber unKs orAy. til USE STICKERS ADEOl1ATE 10 ON r �, �� Ines on both the top.and bottom ' KEEP JOISTS ABOVE GROUND \`' \ (sheathing)naibd to the first 4 feet \ ` K ` end Of the ba flanges. 18" 16" 14" 11%" 9'/z" 7'/." 5'/z AND OUT OF MUD Aug W KER ��\ �, �� �� Of joists at the Y. 6. The top flanges must remain (APPIiO(IMATEIr >0'O.0). �� � �, 2. Al blocking,hangers and rim joists straight within a tolerance of W4" ± \ at the endis of the TJI• CD s"t'p°r from true alignment NAILING LENGTH REQUIREMENTS ���• �� NAILING PATTERN FOR ■PROTECT(COVER),JOIST'S FROM EXTENDED EXPOSURE � � �� - � �\ M SUN AND 11W11ER. \�., NOTE:TJN BE J018T$SHOULD PROTECTED FROM THE WEATHER. MULTIPLE PIECES SIMPLE SPAN For Top Loaded Beams81 B1 \. Mirwrxxn of 2 rows 16d J JI•joist blocking Or @ (See Table 1) (See Table 1) nags 12"o c . MICRO-LAM* \ ful depth 2x4 cripple 3 rows of 16d naUs L.V.L. beam. on each side requireO or 14" d 12"o.c.f .NW LIFTW IN THE FLAT ORIENWM. + ° ` when � WEB STIFFENER REQUIREMENTS and 18" bad-bearing wall above. beams. Span ❑ 116"knockout \\ For bad-bearing Web stiffeners(see detail"W' page 6)are required at holes at approx. 12"o.c. cantilever details intermediate supports where pmts are continuous span, � See Reference Guide blaring width is less than 5'/."and either span is greater than: TABLE 1-MrNMl1tNA BEARING LENGTH(111) For hole sizes and TJI•joist blocking 13'4".for 9'/i'and 11 Via"TO pists @ 24"o c NOTE:For side loaded multiple member AT END OF BEAM(kw*m) locations see reverse side. betweenis throughout �'� 17'-2":for I I Ys"TO joists @ 19.2"o.c. � 19'-2":for 14"end 16"TJN joists @ 24"o c beams,additional nailing or bolting may be cantilevered area, required See Reference Guide 24'-0":for 16"TJI'plats @ 19.2"o c SPAN OF MICRO=LAM L.V.L.HEADER OR BEAM(ft.) ■SXIRE JOISTS IN VERTIf/1L ORIENTATION. a DO NOT STORE FLAT 01IM=L" FLOOR DETAILS LVA_DEM d 1 8 10 12 14 16 18 20 22 24 26 5%11 2" 1 W4" 1 W4" 1 W4" 114" For load bear ., ,. - - - - - A 1 '' A4 B 1 Load bearing wait above D TJI'last E "� F •OWING: USE CAUTION WHEN�IIEAKNIG Loos (must stack over wall below) hanger. � cantilever,see 2x-plate flush with 7% 3 2W4 1%" 1V 114 1 V inside face of wait or beam. J TO NY010 INJURY DUE 10 TOPPLING J01lTi AND TJI•fast �� �;: 11 Reterer�a Guide ,. ❑ SPRINGING STEEL fiTRAf'>j. kng TJN 51 tiK 5 4 3 214 2' 114 114 114 - - 8 NEVER LIFT TJJOISTS BY TOP FLANGE. � rim gist. plywood 15W4 4% 4 314 3' 214 2' 114 1%" 1% closure. O 14., • • 6., 5., 414" 4„ . 3% 3„ 214" 2" 1 V 16 . . 6% 614" 5„ 414" 4" 3%11 3" 2% Q • ANCROsIAttAs . d TX JOIST CHARTS � � LVL 18' •beam 7 all514 5 4 K 4 31� j 0 �/ _i TJI•last d d gist / hanger 19 blocking Note:11 the sides of the hanger do not TO psi A WORD ABOUT FLOOR PERFORMANCE • (see chart"A") (see chart•'B")- Note:If used with 14"or 16"lasts, Backer for siding extend up to support the top flange laterally, joist TJIlo' e must have minimum 2x6 bear plate. blocking. 0 © a Q bearing altachnuent. web stiffeners are required ^� h addition to joist detection,several Other factors may 0 0 0 Cl El o affect the performance of the floor system.A glue-rt"d G Filler Backer block H MICRO=LAM•L.V.L I Backer block. K L Web stiffener attachment M floor system whit perform better than a reseed floor. Na with Deflection of the sheathing material between the joists Cart block beam Nail with 10-10d „ Do not Nail with 10-10d nails Filler nails / be reduced by increasing the thickness of sheathing or \-A 11/2"hole can be cut n more than one hole is to be cut t block _ „ Do not bevel decreasing the spacing of the joist. Proper installation, anywhere in the web. in the web,the length of the uncut in holes 10-10d nods ,� , gap cut joist be adequate end level Support for the pets.ertd Gare J U. n cantilever Nail with � -'/ �� � (/� t) inside face of in fastening � • web between holes must be twice the TJI•Iasi 10-104 nails. i� �- 2 ± ening Of the joists and sheathing are essential to the m length of the longest dimension of + =: :- system performance. W hanger �; / (� NOTE:Rectangular fides based on the longest adjacent hole Hoes may �� y In some cases where the system is stiff and very`ft measurement of longest side. bewitto the web clinch anywhere jam, ,� c�fnails, dead bad(i.e. partition walls, W - i- J I pa ceikgs furniture etc.)exacts, � - / l vibrations may occur. Vibrations are generally sufficiently Z / \ dampened when a ce&V is directly attached to the bottom - Z TJN Joists are manufactured with 1'/2"pe rforated"knockouts"in the web atappr ox 12"o c 2" t flange of the joists. When the joists occur in a crawl space 0 LU / - Tight fit or over an unfinished basement,the vibration can be N Q Z minimized by nailing a continuous 2x4(flat)perpendicular to Backer block TJI foist Framing Solid block Web stiffener each side the joists'bottom flanges at midspan and tying off to the r C� CHART A - ROUND HOLES hanger all posts from required where g anchor may be required(see Plywood web stiffener NOTE TJI•last blocking or metal or wood hanger load 88Ch side. above to bearing Note 4 above) See 9'/2"and Ill/ii" '/."x 2-5/16"mtn,rtx�rn x-bracing required at bearing for end walls. � Q a MINBAtJM DISTANCE(d)FROM ANY TO HOLE exceeds 250 lbs below detail"L"for attachment 14"and 16" 1"x 2-5/16"minimum lateral support ROUND HOLE SIZE .Z Z!2 W Q Z J y • � Z„ 3.0 4.. 5„ d„ eK„ 7„ a,, e�„ 9„ to„ 11„ 12„ 13„ A3 (9 W'and tt/."TJI• RESIDENTIAL FLOOR SPAN HART foist only.) MINIMUM C TRUS ]DIST W J H v ocpQ=WwWQ-Z J DK TJN/Z5 10.0"r 2-o' 3`0` 4-0' S-0' S_(ye - - - - - - - - st es >00. 0_i O 113i"T.p•/25 s'-0" 2'-8" s'-0" 4'-0" 5'-0" 5'-0" 5'-0" 5'-e" e'-0" - - - - - '/."cox plywood e • e e st &ries and Depth GENERAL NOTES FOR DETAILS NAILING OF SHEATHING J Z y U-W O R tA; nm fast O.C. O.C. MINIMUM BEARING LENGTH ® -�O=Z 2 W} w 14 TJI•/35 2'-e 3'-S" 4'-(Y' 4'-G" 5'4Y' 5'-(Y' 5'-0" 5'-S" f3-o a'.0' 6'.6" 7-0 - - , r 117/#" w wSPACING t w , w w w „ TO TOP FLANGE Q y U U.W _ VVi rrwwnum bearing required at last ends,31/2mrwrxxn bearing at =Z pc �� " " , , ,� � , ,0 , •, , 6'.0" , "� , " , " „ w t w t » t w t w w f w t w t w ► w Nail Closest O.C. l O U W O 1a TJN/35 ?-e 3-8 4-0' 4-8 5-0' S-0' 5-0 5-8 8.0' 8.0 8•8 7-0 7-8 8'-0 - - - - - intermediate supports W��W� (=Q r 161-111, t_ » 24'-8" ►mow « 15'-4" ._ « ►_ « ►_ « RIM JOISTS OR BLOCKING Size spacing r row f_W C O0 O CL J 19.2" -1 1r 181-11" w t_ w 259-80 w w w t-11 w 30-240 _ w 1. For single story applications and second floors of two story 8d box 2" 0 O X a-�O O m applications,use detail All,A2,A3,A4,,/or A5 8d common 2w The TJI'*joists and MICRO=LAM's laminated veneer lumber v w}Q W N t N t r t M • w w ► w 1 w ► r ► « Qty applications,use deta�Al,A2,A4 r Q J Z> CHART B - RECTANGULAR HOLES 4 - - - - - 2. For main floor run of two story a 1 Od, 12d box 2 (L.V.L.) headers and beams specified in these plans are to be Q H O W Z NOTE: Based on minimum code deflection criteria of IJ360 at live load. NOTE: Baso!on L/480 live load deflection. or AS « H Q Z O=N O 3. Assumes 1000 PLF vertical load transfer for each layer of I/." 1 Oil ltd common 3 manufactured b TRUS JOIST CORPORATION of Boise, W For►offer fluorc,please trx 'Tout joist Recommended Spans'able at right. y y Q}H- J�1-Q W COX plywood run joist Idaho. The products have been designed in accordance with O �MItIMl1M DISTANCE(d)FROM ANY SUPPORT TO HOLE 4. Web stiffeners(sce details K and L above)arc required at intermediate V LL H Z a a 3 tJ O 4. Assumes 2000 PLF vertical bad transfer for each TJI•last one or more of the following: RECTANGULAR HOLE SIZE-LONGEST DIMENSION GENERAL NOTES: supports where joists are continuous span,bearing is lest than S K',and�eithcr • Maximum Of nails IS. . blocking panel or run last �� 1. Span charu based on residential flour load of 40 ptf live and 10 ptf dead load. span if greater than: S. When plywood rim is used,tracing comp"with code shall be 18"O.C. for 9W6"and 11 N" 4 501 e 614 7 8 91%1191, 10' 11 12 2. Span charts assume composite action with single layer of glue-nailed plywood 13'-8'for IIIA'Grin 11%'TJ 10/2 at joists at 24'o.c. carried to the foundation or TJI•last solid blocking used for a TJI•joists National Research Board Report Nos. 119, 126, and 200. DX"TJN/ZS 4'0" 5'-0" 5'-8" 8'-0" 17'-2•for I lrit."T11•/25 ' tits at 19.2'o.c. - - - -' - - - d�;ckinf; for deflection only. Spans shall be reduced S where sheathing to mtnunum of 4 at each end and at least 4 every 25 Of length OI �� � � � � � �� � � � �� � �� � �� els are nailed only. 19'-2'for 14•and 16'T118/3S joins at 24'o.c. bearing wall 24"O.C. for 14"and 16" 11'K TJN/Z5 4-0' S-0' S-8 8-o' 8-0 8-e 8-8 - - - - l� y • 3. Spans arc based on clear distance between supporu. 24'-0' for 16'TJl•/35 joists at 19.2'o.c. 6. 2x-cripples for details A2 and 82 must be Vie"longer than TJI joists Any trusses other than those specified are to be bid as an v~i 14 TJN/35 4'-0**' 5'-(Y' S-8 8-0' 411.01 6-8 e'-O" 7'-0" 8'-0" - - depth of last Web stiffeners may also be required per Note 4, If more than 1 row Of nails is used, alternate, and are subject to review and approval of the 16"TJN/35 4'-8" 1 5'-0" 1 5'-8" 8'-0" 6'-0" W-8" 8'-8" 1 7'-0" 1 8'-0" 8'8" 9'-0" under Residential Floor Span Charts the rows must be offset at least architect, owner, and local buildingofficial. Please refer to NON-LOAD BEARING CANTILEVER DETAILS TJf•joists may be cantilevered up to 1/3 the 7. Other APA N/?4 rated sheathing may be used for rim last in .10 NOTE:The distances n the above charts are based on uniformly supporting ' "CDX plywood adjacent span it notconcentrated lieu of i. � the calculations and load tables included in NER Report No. loaded lasts supporting the maximum bads shown for any of the 2x-nailed to the side of the TJI•joist with wood load at end of cantilever (Int that situation, TO lasts should be NAILING REGUIREMENTS • 14 ga. staples may be substituted 119, which is on file at your local Trus Joist office and local U tables listed in this reference guide For other load conditions, backer(see General Notes) Nall through the TO Consult tables in Reference C'suide.) protected from the weather 1- Nag fasts at bearings with 2-8d nags(1 each side), 1'/2"rninurxxn for 8d nails if minim rn penetration► contact r Trus fast r of 1"into the TJI• t is building department. you representative joist and backer into the 2x-with 2 rows 10d nails from end to avoid splitting I at 6"o c and clinch Z. Nag TJI•last blocking or run to bearing plate with 8d nails at 6" achieved DO NOT on center When used for shear transfer,nag to bearing plate with Contact TRUS JOIST CORPORATION at 1-800-338-05.15 DO CUT OR NOTCH a,woa 1 same nailing as the plywood shear schedule for your nearest dealer, or call the local regional office in 3. Nag TJl•rim est, �i."CDX run,or _____ TJI•last j plywood plywood closure to Tampa, Florida at 1-800-782-8243 or 1-813-286-2665. 0_ .� 3'i!"mm blocking ,; (Urntorm loads only.) TJI•last with 2-8d nags,one each at top and bottom flange With beano (Uniform loads only) 14"and 16"T-910rimlasts,use 16d nags O �, • -- 9A -- I---------Ai FILLER AND BACKER BLOCKS J - - - 91/2"and 11Y'TO last - p. TOjoist SECTION Filler block - 2x6 Wood backer 1�� socking Adjacent span 'h adjacent Backer Mock - �✓."plywood NOTE: This guide is intended to be used for installation of TJI° joists and MICRO=LAMB L.V.L. headers a. ; , _ -�- 14 and 1s TO last and beams. For sizing information and additional technical information, see the "Residential Products O 1'12 times I 4 span max Filler block - 2x8 t 112 -}- Example. 12'-0" span(max) � Backer block - 2 prates'/z�ploywood Reference Guide." U cantilever length Example 4'-0" TJ - KLS,LRG - 90 n a