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HomeMy WebLinkAboutPUBLIC WORKS MASTER 1140 1979 SUNBEAM CONST. P.2i : 1 1 : i , 4 1 i i t Nl1N i fI 1 r 4fNdr 1 i,NNiNffiN � N I t i i i r. :pr.lr�rra iii If Ni rig YNir NNiii �} . i i i �•N1tr�. Ni Ii�IfNi l€}� Ni:i�tiltVilN1 �� c if r� x, ::.> i E i i .:k N,:N.k � I i1 I � I I iriIiINlillflllkllillllilllllllilililV:II�iNNNNN.NNNIi,iliill9NNi.NNNNIINNkNNkllfikllkilgNNl l N IINk I� � I I k l l r k i N 1.111 I fll �i kit f ! I 1:�36 ISI kl #i I� , ,, � i � � � � � ,: � � � C � � I��llN���s��I��������►�i����N�.�kt�'.�I�I�I���Ii��N� � � �� � I � ��� I k � � 1 � �7��8� N , R � �9� I � � ° ���� ��� 12� 13� � � � 141'1� !r • GE ICR.,,� - r f`i.' 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'oily Pre isioritrN� � 'rea #oteem ,°:; ��� C�;T .­, _ yclu get, papers t c1 x for the best ir° ��� ,. ,..� e "1i +kJ �". .i i5 wT' 1 IT 11j 11:1, 1 m I 0,1,1111111d 11T11 I I hlTi I iT fl i T 7, i -a; 1,' r 'w f S •1 1.111E - _ I• ! j -L.J 1111 L4._� + _ � w�_--------------------------------------- i. 1800 6o, BarneyStreet i, J,D. ADAMS COMPANY ENGINEERING ANDERSON, CALIFORNIA 96007 j)�� a' r i •1� Al 76 F !' I L r �'�.. L/3 U/� ;< IFORNIP �} SPAN 1 4.00/12 W •-.,.__r---__.ryL----...r....a..�r__-------___.ur..w----------------- BOTTOM ------------a�:. f- »_.J�.w___rr--_-_r__rw-_--r--___r__rrarr-_...-_- r - w_- -. r TOM CHORD- 2X 4i DOUG FIR -LAR bl JOINT,A- 3.9X'7,7■JOINT A! 1.3X 1.8 JOINT S■4.5X 3.6 = ALL WEBS -2X .T DOUG FIR -LAP 5711 FOR SPAN 43 '0 OR LESS MINIMUM LUMBER 70P CHORD 2X 6 DOUG FIR -LAR 01 OOT JOINT C2■4.5X 3.6 MINIMU.ACLD IiBEA C2 -B THE MINIMUM BEARING- 3.5 INCHES JOINT D=4,3X 3.6 JOINT E -4-5X 3.6 ____ _ _ _ ti r _-LL WEBS -2X -4 -DOUG FIR -LAR -ST M ---NT A� ~3.4X17.2■JOINT»Aim1.3X 1.©wJOIFIT Hr4,5Xr3.6 �- r»--------- _ter__:-_ A i+ �FOR SPAR 42 .. OR LEGS MINIMUM LUMBER IOP CHORD 2X d DOUG FLR-LAR. 01 BOTTOM CHORD 2X b DOUG FIR-L'AR 01 , JOI NO BRACED WEBS fn JOINT C2■4.3X 36 THE MINIMUM BEARING■ 3.5 INCHES l� JOINT 0■4.5X 3.6 JOINT E -4.5X 3.6 __ __ __ ____ _ _ _ r.----.---------- _r_......■...rr.,._ N 39L c''RrLESS MINIMUM-LUMBER-TOP`CHORD-IX 6 DOUG FIR -LAR 01 BOTTOM CHORD 2X 6 DOUG FIR FOR SPA1- .. -LAR 01 �. ALL WEBS 2X. 4 DOUG FIR -LAR STD !' f i' JOINT Am 3,2X ..: JOINT Alml-3X 1,8 JOINT B -4-5X 3.6 NO BRACED WEBS V JOINT C2p26K 5.4 JOINT D■■4.5X 3.d JOINT E4■4-SX 3.b THE MINIMUM B --RING 3.5 INC111:5 --- ----------------------- ° --FORSPAN -361-.6'ORLESa MINIMUM LUMBER 70P�CHOIRD2X 4 DOUG---------- --------FIR-LARySS-�- BOTTOM-CHORD■2X d DOUG FIR-LARbl FIR - 'V JOINT Ar 3,9X 5,4 JOINT AI■■1,3X ].9 JOINT Bw3.2X `346 ALL WEBS -2X 4 DOUG FIR -LAP S1[) '11 JOINT C2■3.2X 3.6 THE HIWIMUH BEARING- 35_INCHES r -r._ JOINT D -445X 3.6 JOINT E�'3.2X 3.6 - NO BRACED WEBS _ _--_r------a---- �-------_ �-.----------------------- FOR-SPAN 36 0 OR#LES&---MIN^-_-r ----`_ V ----------- ■ MINIMUM LUMBER TOP CHORD 2X 4 DOUG FIR -LAR 55 rITOM CHORD -2X 4 DOUG FIR FOR 0I JOINT A■ 3,4X 3,4 JOINT Al -1.3X 1.8 JOINTB-3.2X 3.6 ALL WEBS -2X 4 DOUG FIR -LAP STD JOINT C2tl3.2X 36 NO BRACED WEBS 1" JOINT 0■3.2k 3.b JOINT Ee3:.2X 3.16 THE MINIMUM BEARING■ 3.� INCHES {----------------- ------------------- ,-__----_-__ __ r --_--r_---------- _-_.....,-------------->-_.._.ter__., r>------,-,-_.. 1it FOR SPAN 351- 1- OR LESS MINIMUM 'LUMBER TOP CHORD -2X 4 DOUG FIR-L.AR 01 BOTTOM CHORD -2X 4 DOUG FIR -LAR fl JOINT An 3.9X 5.4 JOINT A1'■1.3X 1.8 JOINT B+ -3.2X 3.6 B5■2X 4 DOUG FIR -LAR STCI ^ JOINT C2 -3.2X 36 THE HINIMU' WEBS: NO BRACED ,JOINT D■3.2X 3.6 JOINT E■3-.2X 3.+.b M BEARING■ 3.3 INCHES ----rr------- r--_------w_-r_-_--r___----•----------__r-«-_--___--_-• -_r_-- !" FOR SPAN 33'- 1''OR LESS MINIMUM 'LUMBER TOP CHORD -2X 4 DOUG FIR -LAR 01 BOTTOM CHORD■2X 4 DOUG FIR -LAR 01 JOINT AM 3,9X 5,4 JOINT Al■1.3X 1.6 JOINT 9-3.2X 3.6 ALL WEBS■2X A DOUG FIR'1Aft 5f "[I 2-3.2X 3.6 NO BRACED WEBS JOINT C JOINT D■3.2X 3,4 JOINT E -3-2X 3.6 THE 'MINIMUM BEARING- 31INCHES u --FOR-SPAN --- --1---- --SS--»MIH[MUM ►UMBER- TOP'CHORD-2XN4MDOUGrF'IR-LART01, » BOTT'OM-CHORD■2X 4rriOUGrFIR lAR 01 JtlINT A 3.2X'5.4 JOINT AI -1-3X 1.0 JOINT 8�3.2X a.A ALl WEBS■.�X A hOUO f1R 1AR 5'f 1r NO BRACEp WEBS. JOINT C2■,6X 3,6 THE MINIMUM BEARING+- 3,ti INCHES JOINTXJOINT b ----------------------------------------------------------- 0 FIR -t At 11 FORSPAN 311- 1' OR LESS MINIMUM LUMBF-R TOP CHORD 2XDOUG FIR -LAR BOTTOM CNORUx2X4ODU Sw JOINT A- 3.2X 5.4 JOINT A141.3X [,B JOINT B■3.2X 3,6 ALL D WEBX 4 DOUG FIR LAK SID a' 1 JOINT C2=3 -6X 3.6 fHU BRACED WEBS JOINT 11=3.2X 3.6 JOINT E -3.2X 3.6 HL MINIMUM BEARING- 3.5 INIHI4. --.,-- --w- r-_-------- -------------. --------,.--_--- FOR SPAN 291-- 11 ■_r- _ OR LESS MINIMUM LUMBER TOP CHORI)-2X 4 DOUG FIR -LAR 01 BOTTOM CHORD -2X 4 DOUG F•R APR R R OJ ALL i�EB5■2X 4 00UG FI9171)9171).•, , JOINT A= 3,2X .,,4 JOINT A11.3X 1.8 JOINT H■3.2X 346 NO BRACED WEBS � �" JOINT C2,-" bX 3.6 THE MINIMUM BEARING' 345 INCHES ' JOINT D■3.2X 3.6 JOINT E«3 2X 3,6 - -r 4Y.,--------.r---------..--------..-----"a.-...�----._._..,-------,-.--.--------.-----•------__----mow---- _„n.... ----------------- -------------------------------- .-'__ra._-y..... THE REST RESULTS IN TRUSS FABRICATItlN ARE OBTAINED WITH A MECHANICAL JII3' THAT ELTMINATES HARMFUL STRESSES CAUSED BY HANDLING. LACKING SUCH A JIGt GREATER CARE MUST BE EXERCISED IN HANDLING THE TRUSS OR LARGER CONNECTOR PLATES SWUULD w SUBSTITUTCD, JDi.ADAMS CO. B -ARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS USING TE'5 ARE CAUTIONED TO SEEK PROFESSIONAL ADV;CE IN BE TO ERECTION BRACING AND PERMANENT BRACING.. ALL JOINTS MUSSMUST BE ACCURATELYCUTAND FIT4 DIMENSIONS MUST BE VERIFIiD. ALL PLATES CENTERED UNLESS SHOWN OTHERWISE- PLATES ARE MINIMUM BASED ON STRESSES. FABRICATOR HAY FIND FROM EXPZRIENCE THAT SOME JOINTS BIGHT REQUIRE LARGER' PLATES FOR HANDLING, ALL CONTINUOUS BRACING ON WEBS AND CHORDS BE ANCHGtiiED AT BOTH ENDS TOA SUTTABLE SUPPORT. (ALL. BRACING TO BE SUPPLIED BY OTHERS.) ALL WEBS 2X4 UNLESS OTHERWISE SPECIFIED, k; MULTISPIKE -(BY J.D. ADAMS CO.) SHALL BE MADE OF 20 GAGE STEEL AND PRESSED INTO BOTH FACES OF JOINTS. _. -- ___-- -------- -=----._-____- _ I TRUSS LOADING MULTIPLY SPAN BY FACTORS 'BELOW FOR STRESSES I ROOF A -Alm 7G',33(C) Al -Bo 69.2O(C)rA-C274,'30(7) C2 -Cl- 50.24(T) 1 LL'. 16.00 PSF AI -C2- is 01(C;) C2-6■ 22.06(T) 1 OLS 9.40 PSF r ,lyhi CEILING &' h- FOR ALL BRACED WED69 USE A 1X4 CONTINUOUS BRACE" �- 1 LLQ 0.00 PSF T Y DIN 7' " DL ■ i0, 00 PSF FOR A MINIMUM BEARING GREATER THAN 3 1/2 BUT ND EXCE a. ,� Y, `* ..-i d ar`M '. I X INCREASE FOR STL�1.$'' REQUADD OREDNE HNAIL900NLHEARINQ BLOCK'-1HTN:BRG:-3.5YX k6 e1�"tw, ■ / 1 SPACED AT 24.O.C, i.� PAGE 11 w ao. - . ._r. a ,• ! ifIt'•' a �.ld r ' � �r '� ('. u�� »' �'� r ! h u:lA ! .,,-• "Jt!?1'e k t p `a ° 111 i 1, r _. .. , ,Y v. .... u _ _ : .,'. ,. - wh. -•, .r,,,ir.� ..., ',.,.„ .� m ;�A: �tk.�eals^r..'-lh-�'+9rci4�,[tt�... k•'.?;.a5t� r r. ,� 'N.,,,,!€:�r'�..^.,.jYtFt;H !"i�'» Y.i... su'rw.ck"#,.,:: v � (."M...:Y `:':'s , .r. ..4�, t..6 k xdP. .,-'�'- �F^:.'4"�i>b1Nl •�.•,:�,%,.,�-+'•kk>••?? ar�Ml .,-,,,w , �..,..>lz ..ArHh_ � _., . te;•;,q,rae,q�tt'R.j t�,..>3I�i :.,, ,r '�swc',. r.'i' ..s., -..,,.T �a ,