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315 NE 95 St (3)OTHER METAL PRODUCTS, Inc. 2445 N.W. 76th STREET, MIAMI ADVANCE PRODUCTS ALSO AVAILABLE FROM YOUR BUILDING SUPPLY DEALER SNAP TIES JOIST HANGERS SNAP TIE SHOES PLUMBING STRAP TIE BEAM HANGERS HURRICANE CLIPS FOUNDATION CHAIRS "5" WAY GRIPS LOCK -SEAT PLATES - TRUSS TIE SPACERS TRUSS ANCHORS -JOIST ANCHORS -SLIP ANCHORS BULK RATE U. S. POSTAGE PAID MIAMI, FLORIDA PERMIT NO. 289 s • 0 0 . Q 1 7' 11 II HANGER SCALE: 6"• O" i1 \ CARRIAGE \HOLE p �' I • e.. • :I I 1 s l DETAIL C. V • • • ADVANCE METAL PRODUCTS, INC. 2445 N.W. 76$h STREET, MIAMI MATERIA - IG GA.GALV. ST'I. MOLES - K "4 FOR ' SQUARE FOR Yg "4 CARRIAGE CiOLT WELDS - ' s 4 " DIA. RESISTANCE TYPE. 3 WELDS AT BOT. OF EA. GVSSET 4 WL'LOS AT ISAGK OF EA. GVSSET Fe FC. A 4a C. STRAP AS SHOWN FOR DETAIL A 4 D . STRAMHT UP ?OR DETAIL C. JO: MIN. 1 1/I►I�► 1 A d , 4 VT D WIT WASRER �I NVT GIRDER TR,,iii__l DETAIL HANGER. TYP. FASTENING DETAIL ADVANCE METAL PRODUCTS, INC. JOIST HANGER DET AILS AND ALLOWAa.LE LOADING SAFE WORKI•G LOAD' 4,350 3,G0o * SAFETY FACTOR OF 3.5, BASED OM ULTIMATE. LOAD, USED FOR DETERMINAT \O•4 OF SAFE WORKING LOAD. LOADS BASED ON TESTS ®Y PITTSESVRGH TEST11.61 Ci LABORATORY, M1A•1, FLORIDA. 4-I6d MAILS- :A.SIDE. 4 C Nc ► SCALE: 3" -1 GIRDER TRUSS DETAIL A HANGER. DATA TRUSS OR 01ST TYPICAL APPLICATION SCALE: \' /L = 1' -0" No, OF 16d N6.11.S REq IN STRAP 6-AS SMOWN 1N TYP, FASTENING DET'L 8 ®oLTS 1 - Ye" 4 JULES P. CHANNING ASSOCIATES ENGINEERS 71 N. W. 54,.. STREET FILE NO. 5908 DATE 9 -1 -S5 SCALE AS NOTED ARCHITECTS MIAMI. FLORIDA DRAWN DV t. is cMircuto rho D•s. SHEET No. 1 o 1 1 e , 1 ' • , 0 f 0 c 0 0: 0 0 0 0 0 • 20CCA Pine Or (quo( oic o o o o , alo -` neAt 'Russ ;PA• ,;P(CIE 4I G.R.401( • 20CCA Pine Or (quo( 34%8• 1500 f 'Ind.& t s 3G-5" • e Pins . 4 — /c/M (4 A4 per freeIv) L _ S D/AqRAM r.,artg• • 1.14. MAY. rauss .spAA" mar. T(I)55 5PAPJ I,. 0-- 6." I 8 a4 b lip/. • SIOALAr ero40 s,os■cfr,) Aidds pee pia4) it E.AeAA Par eSsifeen ciSen A Sams Sprws. Abend s 5 _A C t dor c ALT ./0/Alre" A , w / WK. CLEAR SP - AA/ 111:8' .3 1 7: cr h onl e ve i r i a- . 10/V c (0 Veils At...pleb:) / ft (6 tiol Is ye, plele) We' it (4 Ala(s per pad!) More ; Pte/e Flosz/44, and Sox. for r. cAore' ESeer.n. eellitAe.- c...1 on rep eSere'. (As thee...). ...._ cv I. L . . . i ki4 .7RU 594./ *$ (1 Hot10.1 per Pude) c..!$_:".__...4__GA, .te _At• TRA153 $4A1 30. a (7 Alsils per plel.) I•i'e JO GA. 4' I1MA1.TRVSS SPAN (S MATA Ate ptardf ,MAI. muss spool 34t,e T (./e •s sh....) Vid'Air muss SPAY 33 (Peal.; A•I .141.) lit 1 ' NAI rRoSS 5,41.1 'V.,' (Ptele • J SA•oen) I • Q-6'... ele040 CIO 0 0 .010 . 0 0 .0 No oro o o_ o o JO/A/T (rdpsors .0,04.icr) Riviscd 47151 7/0/11 11/(// /- MAX. 7'R/SS $PAA.1 HALF ELEYATIOA/ OF rRuss Alevle per pi.40 AMASSER EA aecoreonc• Arith'llef Of s;pe. Spere,bers1,ons loe 31res•• *reeler Lumber v s. le•lert;ris fie 111. MA. ter,/ P MA. '.41n ' Ay Se •nder els for One end L,Int (Able' Arirr ',tell AlAIL$ b , a t 0,, , e fleyro- yotr. eppreeed 31r0rVAD rive( Arenri7 pfi(e) r (6 1.42 per p It 5 At (8 per Aleee) e 6, Areas per Ale) 4.7 0.0 o 1010 0 0:cy4::;-' 01y 0 0 0 0 o.0 1./0/A/ T "ife '0' 4,42r4 / 'CO ft PO3 h0/1 and 5411 r "di t 4. 'lint. (Al ShOwert). e. TRUSS e mAt ?P/$S SPAN SO'•" MATERIAL sPE GIP IC AT 10A/S c000sitc rags • - AraAlee Cocor p(#• Are.nped Ers.eo to 44 trecto.o Gate steel plekt A's *crew Wane AA fA (where n.#, 41 • EIPAh's steel • lpe* 1,, •reeedirl;• w,14 A SI.A.1 Oesi. 4.144.,) Roves. Plee• be ,nsfolled eV•Posa• es of revs, folot's• AX. MOSS SPAN (Hugs AV Shown) rp/ss soma (P•#. • as Shown) MA E IRA'S* VAM (PlAq • Mel MAX rposs srom Z3-19 (stoic es BADE COuivry ONG 01514,41 DATA /O/AT :it er.r.or • ("t Mats pet A(•04) &tot 1•441•15 Posies o/o.inro eFresses c,, IrrnAt,4 gni roroAcIf•Att ,•erreseel Vi fee slier/ Oewte toal,nr. ; MISS SPAM ro SLOPS :SF toys Afar 34•••140 IVO 0 0 TRUSS DES/4Al / ROAJEL CORP. /its acomdowsrom sr, ons-territrta 111.8100 MAMA& atcomatift-ease A& ars 4/41/st ioa MIA *SIMI DANA/. et 414. 04e sr. 4 SAI Ls& UPLIFT REACTIOU UPLIFT 5PLICE 6,8 I o„ "J •525K a 30 10 C,A 1 C. 2. ("4'' UNIT LOADS. SEE TRUSS NO. 34 -1 -F MOMENT OF JOINT "H" DUE TO UPLIFT • 15(. 68 - . 30) • 5. 7 K' - _ — — HH O O. O O 4o-o e O O JOINT "H" H 5.7/3.12 • 1.83 NO, PLUGS REQUIRED PER MEMBER, PER FACE • 1.33/.472 c 4 15 .C' 1' -G" MAX• o•.G` M 114. JOINT J - I C8 UAILS PER SPLICE PLATE) 34'- o" .575"' .515" C d .75K - 5 21 19 G •19 STR ESS DIAGRAM 1 ODO JOINT J 0". I' O" (4 NAILS PtZ PLATE) 52 30 K d, e 1500'C' ILO. FIR -- CAMBER BOTTOM CHORD 5 /0 "c9t JOINT J C 4- I,IAILS PER PLATE) JOINT G 3 "- -C -o 'I C 4 UAILS PER PLATE) ( A BOUT) HALF ELEVATION OF TRUSS 3 /4" • I '' O" LKOTE: COAILJEGTOR PLATES TO BE II-IS OIJ BOTI -1 FACES OF TRUSS. 0.0 O 00o00O OOOOOI_I' *� _O O 0 0 0 O0 0.O ILISIDE FACE OF B" WALL JOINT A (E3 LIAILS PER PLATE ) 3. ALL TRUSSES TO BE 2' -0" o. c. SPECI FICAT IONS 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34-1 -F 2. DESIGN LOADING PROVIDES FOR 5 p. s. f. ADDITIONAL FOR HEAVY RO'F COVERING. REVISED: 6 - 19 - 58 JOINT H C4 UAILS P£R PLATE) TRUSS SPAN TO 34'-8 SLOPE: 21/2:12 TRUSS NO. 34 -IHI • F WOOD TRUSS DESIGN FOR RONEL CORP. 1125 BURLINGTON ST OPA-LOCKA, FLA DATE: 4 -IS -S9 JOB NO. 5 6 10 9 DRN. BY: B.S.W. DES BY' B S W. MOBLISIBLEEL4. MAN EN631.1Ef#- NBrbeet MIAY* 9 A. 3 OF I UPLIFT IZEACTIOU - at .455 VDLIFT ZI O'• Cr" 4 9 ,'725" UNIT LOADS - SEE TRUSS NO. 34 -1 -F '34'- 0'. - G.20 Co'. Co 5'.0" 21 e MOMENT @JO[NT "K" DUE TO UPLIFT = [3(.68 - 26) • 5. 4b -1 JOINT K .125 HK U -Cd H = 5.46/2.71 = 2.01 NO. PLUGS REQUIRED PER MEMBER PER FACE = 2.01/.472 • 4. 27 STRESS DIAGRAM " . COQO# .455 2.04 IJ OTE: CA!v, PAM Px74IU$A cuozo 5 O 4, 20 GA. OR 10 T - ADO 20 CrAGre - ) 1_ * ) , I '12• W110 UAILS EAG4 - L, FACE Oc .JOIUT WHEU 10 GAGE COLJLI. USE° 2 t SY kA MI, A7bOUT 1cv "4" COUST F C Jot Lr (SEe TRUSS " - INI� 4' -0" U0i • CourJecTOR PLATES TO Be. 'US DU FyOTI.I F4G6 OF TtLUS4 Jo Iu - T K C OUSTRUCTt OU \ C74v1a0 e cl4z 2• {500 "F "COUST¢U .GE OIAJf J•2 r-0¢ sauce ,� • Ce . 17 = 0" HALF ELEVATION OF TRUSS ,, " = I' - 0 . JOINT K (4 1 ,14..IL9 OSIZ PLATE O•O 0'0 0•0 O.O 0-4 - -a c)- • r1-a O •-e -e.- —*- PLK6 W 1- a' LnW 3'. 0• 1d1AK ALLOWA9LE CUT LIAJE I pLATE 0 O F __J ____ • O 0.0 T f_ I ' -O " (4 UArL°i Pee OLATE) JOINT J -2 W /BOT.CHORD SPLICE) (e ) 06Z ° 72LICE PLATE) 12 ✓ y(1 JoIUT (SEE T2055 4. ?)4 - 1441 01.J Pre IgOO.flC c '""z ._ OMT TIQU55 NO,'74 -IWI) 1 \ / 4"14" REVISED: 6-19-58 SPEC1 FICATI0N.S 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34 -1 -F DESIGN LOADING PROVIDES FOR 5 p. •. f. ADDITIONAL FOR HEAVY ROOF COVERING. 3. ALL TRUSSES TO BE 2' -0" o. c. 3 WOOD TRUSS DESIGN FOR RONEL CORP. 1125 BURLINGTON ST OPA- LOCKA, FLA A[S1N1Y2fr F .MAN ENGINFFA Nsi902 MiAM 4tE+ -A= TRUSS SPAN TO 34' -8' SLOPE:21 /2:12 TRUSS NO. 34 -IH2•F DATE: 4-15-58 JOB NO. 56109 DAN BY: B.S.N. DES 8Y' 85N 4 0FF ucL1GT 2EACT1o4 VPLIGT —L I .12 b JOINT N x 4 LJAILS PER PLATG " 55 . q iF " 5' -De _ G' -CJ ,44 •34,- o• e v0" G' -d .71gK UNIT LOADS - SEE TRUSS NO. 34 -1 -F MOMENT (4/ JOINT "M" DUE TO UPLIFT c 11(.68 -,22) • 5. 06t -1 JOINT M 14 . 5..06/2.21 •2.29 NO. PLUGS REQUIRED PER MEMBER PER FACE • 2. 29/.472 • 4.65 STRESS DIAGRAM I"• Goo# , 44$ i .11 JOINT K ( 4 AJAI L'-i Pee DL_ATE Cou9Tevc - lou Cq It:A.OG Fi1C BorroM C.1 - 101Z0 SGLKE LOTS :CAM 2 '7TT, d+1 G'_p• Gu02o 585 /9 EO O � SPECIFICATIONS FOR DESIGN SPECIFICATIONS SEE TRUSS Na 34 -1 -7 L. DESIGN LOADING PROVIDES FOR 5 p. s. f. ADDITIONAL FOR HEAVY ROOF COVERING 3. ALL TRUSSES TO BE 2' -0" o, c. JOINT L 7 3"•1'-0 . (4 UAIL5 P6e PLATE JOINT 0 ')• I --O" (• LJAtLS ose PLATE HALF ELEVATION OF TRUSS ' • i U 0 000 000 00 �loaa M 0.0 0.0'0.0 0• SPLICFr ADO to c3A. 12 - 2" 41I'(t w/20 LJAILS EACH GACG 0t^ J0ILJT Wueu 10GA. CAUU. t 14 USED JOINT W ( / BOTT, CHORD SPLICE) V"• I' -o• 0 LJAI LS PE2 PLATE) I . -0 • 010 F-27 • O t -C 1 ( I t - 1 1 0'0 • .. • .. O �� EACH F44. ADD 2. GA I✓7 2"4 5'F1, / /12 UAIL3 0 0 RIM {} O� Jowl- WL3EU 20 CoI GA. U. R 0.0 0.0 ••O © • ALT. JOINT 0 (W/BOTT. CHORD SPLICE ) �• = I' -O" I I AJAI L•8 C'ER PLATE REVISED: 6 -19 -58 I1- d' . PLICE Co" 1420 GA. OR 18 GA, COL11J. 20 GA. De 10 C A.. COULJ. 1 1. ( ADO 10 LJAILS ILJTO 9OTT. CS-40120 OW EACN VAC* OP J OI UT W uEU 1134A. CODU, K VSEO. 3 TRUSS SPAN TO 34' -8' SLOPE: 21/2:12 TRUSS NO. 34 - INS -F WOOD TRUSS DESIGN FOR RONEL CORP. 1125 BURLINGTON ST OPA-LOCKA, FLA, DATE: 4-15-58 N0NTAAA~16191 JOB NO 56109 EllalefteellEt3.08 DR BY : B. S.4 MIAMI, FLA. DES BY: B.S.VA 15 OF 7 UPLIFT REACTIOIJ UPLIFT vs" .315' 2, o4" K K 4 (:" 45 4 `• 625 a o b 8. -1 K t8.31F ,8 0,9/ 000I 00 O.00� M 0.0 O O O ONO 9 00 0.0 0.Op00 0 0 0000" 00 UNIT LOADS • SEE TRUSS NO. 34 -1 -F MOMENT @ JOINT "M" DUE TO UPLIFT • 9(.68 - . 18) • 4. 51 �SPLICL d _1 I -19 25K 49 2O 18 GA. ft. 34 0" 8'• O ALT. JOINT 0-1 ( VI/ BOTT.CHORD SPLICE -18 GA.CONN. IL) 3" III UAILS PER PLATE ) K 2 5K 50 SG J OINT "M" N.,: 4. 50/1, 80. 2:50 NO. PLUGS REQUL&ED PER MEMBER PER FACE • 2. 50/.472 • S.3 STRESS DIAGRAM G 315"' 2,04K O I�I O 9 I Q•• • +• •• ( • 4110 -- - 0.e- . _ f•8.' e SPLICE 0 „ C11 MAILS PER PLATE) 20 C.A. PL. 2' -G NIN 5' -a M CAMBER 130T CHORD V8 ADO 20 GA PLATE 2' "8'�2•'" W /18 IJAILS EA. FACE or Jon..., J O I N T 0 — 1 (W / BOTT. CHORD SPLICE - 20 GA. CONN. R ) (SVMM ABOUT) JOI4.1T "O" (SEE TRUSS AJO. 34- .,EE JOIUT'O - I - FOR SPLIC JOIL1T "U" (SEE TRUSS IJO. 34 JOIE: COIJL.IEC -TOR PLATES TO BE IUSTALLED Ou 6pTN FACES OF TRUSS. HALF ELEVATION OF TRUSS s / 4 , • . I '. O" 7Y2" SPLICE a I'- 3" y I JOINT A C9 LJAILS PER PLATE ) 1' 3" T r 1 Y t' 1 T 11 t r r r H 1 • • • • • • • • • • O 000 •00••090 O 0000!0® ®00 O U JU Ui000 0 ADD 20 GA PLATE 4'.I I ✓L" w /38 )JAILS EA. FACE OF JOI UT. o. 0 0,0 0 o-a_9 0 0 o o'o 0 0`0 O • 0 O 00000000.0 l'/2” JOINT X (BOTT. CHORD SPLICE 4- )JAILS PER PLATE) JOILJ " K" SfE TRUSS NO. 34 JOILLT L CSEE TRUSS LO. 34 -IN3) JoIu A� %" 3. ALL TRUSSES TO BE 2' -0" 0. t. REVISED: 6 - - OUTSI FACE OF 8" WALL SPECIFICATIONS 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34 -1 -F 2. DESIGN LOADING PROVIDES FOR 5 p. e. I. ADDITIONAL FOR HEAVY ROOF COVERING. TRUSS SPAN TO 34' -8" SLOPE: 21/2:12 TRUSS NO. 34 - 1N4•F WOOD TRUSS DESIGN FOR RONEL CORP. 1125 BURLINGTON ST. OPA- LOCKA. FLA. M0EE01lfEVE M AN roveultritlE1011.9018 MIAMI, FL A. DATE: 4 -15-58 JOB N0.58109 DRN BY: B.S.W. DES BY 8.538 4 LJA UPLIFT REACTION Z 54'-0" g , - Pi 5'L0' 21.7C. r d - zLYS'• 1 • •54' +25.851. 5.51" UPLIFT 4 NAILS fu, LOADS: DEAD LOAD ON ROOF - 15 pef LIVE LOAD ON ROOF - 30 pal LIVE LOAD ON ROOF - 10 pal LOAD PER L. F. @ CENTER ZO' OF TRUSS = 4.5(15 + 30 -4. 10) • 247 lb,, LOAD PER L. F. Q END 7' OF TRUSS • 1.5 x 55 PL = 5 x 247 • 1. Z3 kip• P2 • 5 It 247 • 1, 23 P3 • 2.5 x 247 -4. 3. 5 x 88 + 458 (REACTION FROM HIP OUTRIGGER) • 1.37 P • 3,5x83• .29 R • 1. 23/2 + 1.23 + 1.31 + 29 • 3.51 NET UPLIFT • 20 p. e. f. ASSUMED UL • 4.5 x 10 x 20 + 1. 5 x 1 x 20 • U • 1.5 x6x 20= 1 . 7 , • 9 3 + . 1 8 • • MOMENT ABOUT JOINT "R" • 7(1. 11 -. 18) • 6.51 -1 H •6.511x14.5.7' JOINT U (4 1.JAIL5 PER PLATE) NO. PLUGS REQUIRED PER MEMBER PER FACE • 5.7/.472 • 12.08 HQ JOINT "R" STRESS DIAGRAM 1' = 2000" JOINT E �•• 1 - o " (2 NAILS PER PLATE) • 83 5'/4 b c 2xCa BOTU 51De5 oTN SIDES N I N 244 JOINT 5 "= 1'-o" 5 1.141LS (TYp.) - 1 "tC.t. 5714 M. 65007 • JOILJT Y 2. ALL TRUSSES TO BE 2' -0" 0.0. M Fr ADD W GAGE It 4 " 8 I - ✓2 81/ 50 KAILS EAG• FAGS - OF PLATE SPLICE 216 "x LON 60TN 5'DES - 1000 cOJ5T. Fla 0077084 CLORD 40•1411JI SPLICE 07E: CAMBER BoT Cl ORD SPECIFICATIONS 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34 -1 -F C 0 Of C ® 1(5 W)00 BOTTOM CHORD SPLICE 3" • JOINT Y (W/ 18 GA.CONN. k (4 NAILS PER PLATE) 20 GA. it O 000640 \0 00 O 0 0 0 O;O O O 00 4 -0-0 e- Oi0-6-0-0 0 X0 00010000 0 0 0 0 0 1 0 0 0 0 Y (BOTTOM CHORD SPLICE W/ 20 GA. CONN. &) 4 N AILS PER PLATE C,.- 50LT7 44 STD KIA54ERS 14'/x+ uoL 5• Z 4 . 11=0 LONG 001 SIDES 15004 IN DUST• FIR 1, O" ADD 20 GAGE Ip 3' x II 1 / r rJ /75 JAILS EAC4 FAZE OF I ` Co Co" 15 GA. f SPLICE 1 '0.00� 0 0 0 0:0 0 0 0 HALF ELEVATION OF TRUSS 8/ I L 0" COLNEGTOR PLATES TO BE INSTALLED ou BOTH FACES OF TRUSS BOTH SID65 2.4 1L '711- 1 o" 17'- 0" uoTE: ALL KlEB MEMBERS To BE 2.4 Co1J5T. GRADE FIR Co' J011,17'12 JOIt,IT "E' 0- • • 1- 0" 0.0 0.0 - OOO JOINT N Y. I -o (4 14,115 PER PLATE) 1' -g" JOIUT 1(-; 5' 0.000.0 6' /2 Y I T A' -L {4 BOTN SIDES 5 SPACES O 5' • 1 -5" Ca - $ DOLTS Z/2.2" 0 STA WASI•IER3 IU 3/4• 4 IIOIFS 0O 65/4 :°C 0 0 0 OO°O 0 u 0 0 .� p O JOINT S F` h °-9-J O O 0 O O O • O 0 (o R DLA T E LlAIlS PE O � O Q O r o 0 0 0 ' ° OINT T (� 116115 PER PLATE 0 !) O 010000 O 010_0_0_._0 f3 O 0 0 OZ. O 0 '2' I„1 0 0 0.0 0 1_1 0 JOINT R 5••I'-o" - (7 NAILS PER PLATE ALLOVJA6LE CuT LINE R1 PLATe REVISED: 6 -19 -58 20 6 60712 SIDES 0.0 0 0 0 i• 0 0 0 0.0 O LD-s✓ -1I O_ 0 0 0 O O 04 ' _ 4- 0 -0- -�E Ci 1;4 _ ���8 a- O 000000000`; 0-s Q O ▪ 000000000000.0 JOINT 0 (12 I.IAILS PER PLATE 5 4 .4 1 S r INSIDE FACE B' WALL V 2.4 C1-10C4. TO REDUCE BEUDILIG STRESSES 132 TOP CHORD ._ TRUSS SPAN TO 34'-8" SLOPE: 21/2 : 12 TRUSS 01 34-15465 • F WOOD TRUSS DESIGN FOR RONEL CORP. 1125 BURLINGTON ST OPA -LOCKA FLA DATE: 4-15-51 M911/01tJlA4.Y AN d0180.5110 EN1li/[f1 DAN 1Y: /.1.1t. MIAMI, FLA. DES 1Y' •S '70FT IVa // P/4 #e TRuss e6- /-r.4o N/p TRuss e6- /N /•F-40 Nip TRuss a -f4' .F -4o , Nip TRVSs 16-(ije3-F -4O !bp Oufr/9ger____ —' nUTR/cC A' . ye-, /to- II � ✓arre s �� lr N/P o &TR /yyeR 2G'• o" TRV.33 LAYC)OT .S /4 "•/ -0" 3 3' .4 Q 0 e 4 (T • Clufrr99ere oUTR /C,GER '8 / / -, ,L 0 - ✓e2 /N T R' / ., <o_ (t A/o //s Per p /o /e) alma C. cA o "o' Wo// Plefe f)UTR/44ER "C JO/NT ;S " (2 A/a //s p /ate.) 5PEC /F /CAT /cdl6 A/Or! For Des /en Jpec /f /calions See Truss /Vo. I6 /N/ - F - 4O Nere: I. A// trusses fo be t o "o. c 2 Connection plates fe be msfa//ed on 6e/A faces of Tr.ss 1/o7e: Top members of Oufr/99ers fo have soec/a/ anchors capab /e of frz1n /he f57/0 iv,n9 /ol Nip 041r /9yer 790• Ou/r/99er 'A" 385' B.. 330" C" 220' 0„ /lo' Bofforr, of Dufr/gyers fo oe Toe nailed Poch face wifh 1. i0d /lads To de Consfrucf,on grade f!r unless - ,/he -' a no fe.l. I✓oc) D y (.q- 8/G 4 ER 'O" ,/e' = ,/0 //VT . 7" (Z A/a, ,is per ,o/ale Re� void is11 /s1 per.sed 8/I1/s1 aoaft%nd 9ra' - fir /NI JOINT H4 : i -t. 'tzz rfoN c r' TRCI:f$ r1L Cb,nii C.� l tt p /1fe.i ,,*7Io/ 'cl o,i 44o/// /c.k�S MAX 7R✓55 SAAU SPEC /6 f GRADE ZG'O" 0 /Pine Or fpuo/ /500't Cnn3lnAc hen Fir " " Z3•-d" IPOO/' ConslrriC/,On Fir ' 70'8" •Z Pine MAX. 7RUSS SPAN SPEC/6 / GRADE 24=0" 0 / Pine. Or Evvo/ Le-8' 15001 (oosfruc/,Gn fir " Z 3'. 8" 1100J' Cons /ruction Fir " 17.8" •7 Pine r•, 4' V V a o" 5'• 8' b c l z,we • 4 •z K b I ,l,tLa' • 111,4t• t ZS'. 4" 1 P LOADS: Deod Lood of Roof Live Load on Pool Live Load on Ce,/,n9p Load per L.F. AP Cenftr /14",of Top chords 4.5 a4.5 Load per L e cent Ir. 4' of Boffo,n chords /0.4.S Load per L.F. E' End 7=O', of Top Chord . 45 41,5 Lood per L.F. En/ 7 chord . loo . 5.67 A ZOt 1 • L 85 • tot • 3. 5.60. 7to(Reoc hoe+ flan Nrp Oufr /99er) 9.5 • 6e t. 9.5.•15 4. 5 67. 45 r 3.5• /5 * •834 45 5772E55 DIAGRAM 5c4Le : l'. 1500 • /' - -G" PLATE w //0 Na.ls per /t 1'. 3" PLATE w/9 A/o■/s pee /A I' 0" PL ATE f- �- I/ 6Air /sper/k ✓ G /A./ O" t 5 - f I � I U • )TO%'J C� (7)._(-;='; +O I • + 1111 • • • - - • a I_ a ~ _ 01 � - 13 o u / 0 0 1 ot� ii O O.0 O O O O O.O 9" n MAX. TRU55 SPAN WO" " MAX. TRUSS SPAM Z =8' MAK. IR 'S SPAK ZZ'B' m - 2, , 8 O /' - -3" /8 GA. AE.. . MAX. TRU55 5pAN 2r. O' w/Ov eday !� rr,dicof 6 /ow P•O /8 GA• /t 'f'2�M4 X.TRU55 SPAN 25'5" wiCke. -loy FZ tnd/cofed E./ow - I / =o" /8 GA lt MAX TA U55 5PAN /9' -8" w, /Lout overlay /Z 1 7/2.. r to ba. overlay _ ▪ µ , o cfi c•o'•o b b10 1 7' 0.t 10. J 6 ' t M4><. TRU55 SPA�t1 Z1,3" w/ 12 Nods per Pfo 10 20C,A. Overlay et 3" MAX�USS 5PAN ZZ' -8 "_ vii .8 No■ls per- p /ale t /' l" 2D ;ir A. over /oy sf I'AX. rRu N 55 5PA 24'-8' w/ 74 No, /s per pia le r t' M rc4 "20¢A over /oz AZ _ MA.. TRU55 5PAN 25 ..,/ 30 Uo,/o per p/d fG /O //V T P -/" (8o, cr/oRO spL /ce) 5'8" 7'O" d e P Ps' I S ps : 9 0 ps = r0 r s.f 20 • 43 • • 69• • 1s • I I4D • 1601 • r84 • 2Se• e I eo • e T Om,l These Mcm6ers for Spews /8'-8" or Jmo/%r 3ynom- A Lou{ NQTE ; COm bee 8• fpm O /A/T P _ chord �4'e, .=0' MAK. O'•4 MIN• L/O /NT Ai " 0 .0 0!0 3 " a =3' PLATE /4 Ne/ /s Per /o /e 2= Pi' PLATE /5 Na, /s per p /ofe: 2 %0" PLATE ✓O /A✓ q` ( Z Nods per Flo/4.) /2 A/ a,/s perp /ofe 1' - /0V PL A re I t No, /s per p /ofe /'-9' PLATE 10 /lads per pfd /e / ••74' PLATE /0 Alo7s per p /ofe PL Ar5 8 Nods per p /ofe PLArL es o/ /s per p /ofe oIn_ o•U , os /o•0000000b bbb ot07C1d)•O O O �) ri�_(' o = o ` O b t bo'o00 . 00O•oO (,,¢ 3 "• ILO" A/ore : P /a /e Pos lion and Olio for Fu// Z„L Overhang. (As dhow") P /ofe TS Shown l Y MAX. TRUss 5PAN r4 el" 1 1 'life As Shown t MAK. 7AUS5 SPAM 2Z'8'' plugs Nof Shown 3" MAX. Tauss SPAN Z/ -8' MAX. TRUSS 4 19'•8' 1 S pN plugs ,Vol Shown t /r" MAT. Tauss SPAN /8'8 T i p /ofe 4S S hown - _524" Nix rAUSS 504' 17'-8" Rev,sed /o/2/59 ✓o /NT • 9 CLEAR 5PAN /4' -0 re 25'-4' - rRlLSS SPAN - 1,14 "; 14'1 040 m 0.0 , { 3 .. ✓oiir o` Ce Nods per p /o /e) - Es D t-T A r L ro ectO "(o./ le 0u/ � Beorrn9 Pfo /.) HALF ELEVATION OF TRU55 We; ro scale MAX. TRUSS SP4A/ plugs Shown MAX- TRUSS 5PAN 23' - 8' P10/. AS ' Shown plugs Nof Shown 7//e' 1 For Spec /fi co /,ons See Tra5s A.J. o 26-1111-F-40 MATER 5PEc /f /c47 /01Q5 4. [ MAX, TR055 5PA 0.0:0:0;010 -'•:: 0.0 0.0 J J 0.0 SPEC /E 9 GRADE '1 Pine Or E9ua/ 1500 - Conefrvcfion fiY " • Z Pine ISB" /1007' - Cons1ruclion Fir • 9- - 4,5; Zo 4. overlay plofe one Po" pp on o Ne,1S. -- - -� •r( Po" nn 11 26=0' + L • / =0' PLATE MAX. TR /S3 51'44/ 25=0' (8 Nods per R) PLA l thike 7A05S 5P.4.1 24'8" pe R) .' PLATe 3" MAX.TAf/53 5P.0.1 /9t r 00 0 0 O 010 J0 )100 0;0I0 J 0 • Opp Mar. TRU55 se4,v I9'- 8" ._ (4 - A o /s e, et) /04 " AOAX 7744155 SPA Al ZZ = 6' _.. (G No,Ts pew /0 - � _�_ - _ l'. O" Ft y MLZ• rR USS SPAN 211: B (L do,fs pi 4) s -69 /s'_/# R:T " 5445 7RU 55 52 24'•8" it 6V MAX. TRVss 3r4N 16 =0 (8 Moils per R) r DE5/A1 D4T4 Telo/ Lood•5S Trusses $paced 7 Working 5fresses of o/l m embers and conneafm s ,n• crease./ 93 for 5hor/ /,me /000/in y MOO TRUss DE5 /4A/ roR RONEL CORP. llt5 BUR L/N4TOM sT. ORA•LOCCA, fLA. 04 r5: B ,1 Yf M(9111 .ro& Al.. SG,09 v11136111 10101311/1211P2 DRAWN 8Y: RE.A Des. BY'R 5_L' oh J,D /NT tit 3 ° /L TRUSS SPALI /4' To t.' 'LOPE 22 muss No 70 00, •ON . WOW.' ... s ' a �tol f3aclsu} a.iOJat Ia�aaanat► zc{ 104 4tGI lviy *std pug Sinai IY�i���a l a '11uigtun1d Pali; t l�ola9t�ir' }aats ps)io,ui:d ut;),?1 { kll!ni{iaadi rori ab } Jatlla';a; 1u0! ! 1 $aii>1(4 {. El* iO 40f NOti i P +of� ryaaar 1dplin�t t?u 1 2r0'V wy `aau ll�� ta�csy� • tit s sa oy. 9uaACi a W � P x p "� •k a)uu ld '1) s iapjsna •)i taafgA r' nidcfv 4s40 "♦t BOf T LEDGE. STRIP 4' • Q" Q. C.' FASTEN KICKER W/ HURR: CUPS, ALA.: DIMENSIONS SHOUL D BE CHECKED ".& VERIFIED �Y ;ARCHITECT & BUILDING CONTRACTOR. SILt • I 7 o / RIIE / Se e:ft A P P gtx rf 12.)01.-8 - 21 9.0C,11 HgATING 4 COOLING ( 1900 SYSTEM liESIGNED 3Y rO/fiiik kt ePRAler DEALER 4'r / /O 3 T Ai - 4 CO e2R. C/ei- i ity&-' - Al ' 9x,f1; /Pie ,31 en• co0A mi4 3 7i. o -'^ t i,^ y ;,,. 4r •,`a •1 . S . � ..,,r Y t1' � •'A f „4' ,t y ' i J ;. 4• t1' � •'A f „4' ,t y ' i J ;. 1i1i: $.i_. .j ., r