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SHIN WAGTON AND BUILDINGS BUILDING PERMIT x WASHINGTON AVE. PARCEL NO. MADISON, STATUES APPLICATION WISCONSI STAATUES 101.0.1 PERMIT REQUESTED CONST HVAC ZELEC ❑ PLUMB Owner's Name Mailing Address } Telephone re° S L i ©c�&1C� �+�c 3 0 � � k 5 1 23 3-- .. 3 i Contractor's Name Mailing Address Telephone PROJECT LOCATION k- y , ' SECTION 1 1 , T I , N, R 1 ec E(erl* Building Address division Name Lot No. Block No. ( 7 5 M0 � kve, - r - �F s — AO - � H ugo. r Zoni District Lo rea © Front _ Rear Left Right 1 � _ ( q 3 c7 sot. S etbacks ` Q �J ft. 7c) ft. ' 2 � J ft. Z `F ft. 1. PROJECT 2. T R.N ❑Addition Ingle YPE family Entranc� Panel �( Spac Water ew t 0 R orced Air Furnace Fuel ❑Alteration S 3. ELECTRICAL 4. HVAC EQUIPMENT 5. ENERGY SOURCES t AMP "te• "te• ❑Two family ❑ R adi ant Baseboard or Panel er ice ❑ Gara a ❑ Heat um LP Gas �( 9 ❑Other nderground p p Nat. Gas ,r �l ❑ Attached Overhead ❑Boiler Fuel Oil ❑ ❑ ❑ Detached ❑ Central Air Cond. ❑ ❑ 6. CONST.TYPE 7. FOUNDATION ❑ Elec. Other ❑ Other Wood ❑ ❑ ❑ Master plan no. ite const. oncrete ❑ ❑ (if applicable) 8. PLUMBING Solar ❑ Manufactured ❑ Masonry Coal ❑ ❑ Outside Treated Wood Sewe 9. AREA (Dimension 10. STORIES ❑ Other Junicipal Other I /(J - ❑Septic asement sq.ft. ❑ 1 Story 11. USE ❑ Permit No. 12. WATER 2 -Story OLiving Area �sq.ft. Other ❑ easonal ❑ 1; 1 LIZ L Permanent ❑ y�rlvate Garage ,sq.ft. Other I,d W M un1c1pal the applicant agrees to comply with the Wisconsin Uniform Dwelling Code and other Municipal Ordinances and with the conditions of this permit; understands that the issuance of the permit creates no legal liability, express or implied, on the Department or Municipality; and certifies that all the above information is accurate. SIGNATURE OF APPLICANT / ../.. ,, D ATE . _, � _ � 1 - CONDITIONS OF APPROVAL T /permit is issued pursuant to the following conditions. Failure to comply moy result in suspension or revocation of this permit or other penalty. • 13. ISSUING JURISDICTION ❑VILLAGE JRCCITY ❑TOWN ❑COUNTY ❑ STATE NAME MUNIC. NO.' Cl. — 2 G Co FEES PERMITIS) WIS. UNIFORM PERMIT PERMI UED BY ISSUED V ED ,�S�Ett q• AL /r NO.(S) PLAN REVIEW $ ACONST. P / NAME INSPECTION . r.� 2(HVAC WIS. PERMIT SEALIS) IELEC / / DATE — ('" ' 0 OTHER ( 1 ❑PLUMB 3s TOTAL $ ------- CERT NO. DI LHR-SBD-5823 ISSUING TIIRIST)Tr /ArrMr'v DATE 9 / " NAME L % / Li E `st-G , ADDRESS 6 .76 0 A LOT /, , 45/ . / BLOCK / WARD /aZ' — tL S UBD I V . 6 / ZONE STREET NO. /? 2.57 4,A4- LOT DIMENSIONS 75 / 3 2-6, SIDEWALK EXISTING YES NO K �J BUILDING GRADE ELEVAT ONS STAKES SET AT SITE CI Is , 19 63 BY -° N FEE: $2.00 6e air.4/Z DEPARTMENT OF PUBLIC WORKS 1, the undersigned, owner or agent of the above described property agree to have the grade established before excavation has commenced. .i,-,et- 2731 .3).),/ 2 / 1 Department of Industry, Labor and Human Relations Safety and Buildings Division, Madison, Wisconsin 53707 1) . 1 0 r e44- E JOB NAME: '1 4 s s yo c, 5 ' t," . DESIGNER: P/4 h - 9aa, LOCATION: ZONE: DATE ? /a,Z l ?D INSTRUCTIONS: This worksheet is recommended for determining conform- ance with the Uniform Dwelling Code's Energy Conservation Standards. Dwellings may be evaluated by the System Design Method or the Accept- able Practice Method. Heat loss thru basement walls and floors where insulation is not required by code may be included in furnace sizing calculations at the option of the designer. System Design heat losses not exceeding he losses determined thru the code requirements by more than 1 % are considered acceptable. 4;01 de: a 4 4 EX@ 1E11;1, .,3 GROSS WALL AREA: FOUNDATION WALL ABOVE GRADE: 127 111 x . 66 10 119 / sq. ft. 7? sq. ft. WINDOW (AREA: ®glass size ❑unit size FOUNDATION WALL BELOW GRADE: 16I3).x20 -14y� 71 ao t4o )c i ) b 111)(3= 3 / 11 D- 14) -1 _ ikr,t I tsa sq. ft. h • 17 7 b.sw 1 3,5 __Sq. DOOR AREA: FLOORS OVER UNHEATED AREAS: 21r 37. g sq. ft. `") .6 sq. ft. CEILING AREA: NET (OPAQUE)WALL AREA: OTHER: Re,), OTHER: v 121 �, s 9 01 sq. ft. ' O5 .sq. ft. ) 1 1 / sq. ft. sq. ft. Form No SBD -5518 Page i/ " INSTRUCTIONS: Calculate R and. U values using TABLE A -4 in Dwelling , Code Book. Separate calculations for systems having the same insul- ation but different interior or exterior finishes is not necessary provided the system with the lowest R value is used in the System Design or Accepted Practice calculation. ii type 1 type 2 te 1 tcayp v TM1:44 e 2 sol I cav sol cav sol 1 ' c 0 exterior film .17 .17 .17 .17 , exterior film .17 .17 .17 .17 siding .0_ .L7 _ ext finish - sheathing .91' , q ' insulation 3 Y Zq insulation )1 xxxx xxxx framing xxxx 4 - xxxx framing xxxx 4 xxxx insulation int. finish A- Ar int. finish .56 ,5t interior film .68 .68 .68 .68 interior film .61 .61 .61 .61 TOTAL R 21•11 9,31 , TOTAL R 31.31 3),5'1 nun = 1/R •0T) A - "U" = 1/R .O5' .03) gat d b'o�c Llv.hQ,t-eA ' grade wall $ .�. �_. 4 r. c av above s ca s �' cav sol cav sol exterior film .17 .17 .17 .17 exterior film . 17 .17 ext. finish ext. finish ' d? '17 masonry 't wood insulation it i int. finish --- )4 I , i. G. , 93 inti.. rior film .68 .68 .68 .68 int. ,finish LB Insulation L. interior film .6c( .0 TOTAL R 7.'t i , TOTAL R e1O.5 ,y ) 1i n u n = 1/R .131 _ U n = 1/R , .. 0 11 .013" 1st th 3rd. foot 4th foot below grade 2 . 4 below grade to basement floor no insulation .288 .094 N walls R 5 rigid board .113 .063 R 11 fiberglass .072 .048 w /2 x4framing floors no insulation .025 .025 4 imNITzdos Air film, wall, insulation & soil age 2 CONSTRUCTIOJN HEAT LO..56 0 34 E eil heat loss i AREA "U" TD BTU per hou tyre cay. (....bia_x_g5 nil ' , D Y 7 gs 21/43:2J ei4 1 soi.( /o5. x 1 %) I5r . ioi (33 1937 TT 2 X 3 , type cay.( x %) 2 sol,( x %) Itype cay.( I M DI x cf3 %) .0Z5" ?5" 17k) , f I so ,. x 7 %) 13 .03) t ype cay.( x %) 2 sol.( x %) ..............immirw- ■ 1 above grade walls 77 .137 Rs" c I OD 2 below grade(3 feet), /7 . )13 To I 7o0 I 3 13eL (..i i Pit() . 5o 2,57), 1 windows /o,a .b3 gr S ....' ., 2 patio doors 3 61:383 r 8 1 , 2 1 , 1 0QX @ • i—ii ' • - " P 2 ah4e6f nr. /11 ."7 TOTAL /I 1 Oic . CODE COMPARISON ADJUSTMENT FACTORS A .,,,, CODE TD BTUH LOSS FOR WOOD FRAMING COMPONENT " n . cc studs joists walls above fdtn 12" 20% 14% walls above grade 13,29 . LL g . s .- / 4 i I or 161 15% 10% fdtn above grade .25 24" 10% 7% fdtn above grade fdtn below grade(3 3S7 .20 Sp* 34-90 roof/ceiling __ L . 029 2,5- 2 ___________ i a .- 1r ALLOWABLE HEAT LOSS COMPONENT AREA "u" ** TD* BTUH LOSS walls more than 3 feet x17 .oly so 1314 lilik e r I t below grade floors , 1 TPS . Or Sc. WI *TD = inside temp. minus 20 degrees HEAT LOSS a3ii R . **From table on page 2 nftaA , ' ,soo* 6 , tiiiii4,. tihiL.:4 via4 vlimme.., ilr "kilo viir ill , i‘„.,, INSTRUCTIONS: for completion of acceptable practise method, please refer to Uniform Dwelling Code, Chapter Ind 22, Energy Conservation Standards, Appendix Tables A -1,2,& 3. WINDOW GLAZING:[[Single w /storm DOORS:Qnsulated SIDING wood(R .77) WALLS ABOVE aInsulated glass Solid wood lalum(R1.82) FOUNDATION [Triple paneUninsul w /storm WALL INSULATION TYPE: WINDOW AND DOOR AREA PERMITTED % GROSS WALL AREA(from worksheet, page 1) = square feet. GLASS /DOOR AREA(from worksheet. page 1) = square feet. PERCENT WINDOW /DOOR AREA = glass /door area PERCENT WINDOW /DOOR AREA = glass /door area + gross wall area = % INSULATION TYPE: R VALUE (per inch) CEILING REQUIRED THICKNESS(per table A -3): " in cavity "over framing FOUNDATION WINDOW GLAZING: single asingle w/ storm Qinsulated(double) WALL INSULATION TYPE: _ R VALUE EXPOSED FOUNDATION AREA(from worksheet, page 1) = square feet. (walls must TOTAL FOUNDATION AREA(includes above & below grade)= square feet. be insulated PERCENT EXPOSED = Exposed foundation i total fdtn = square feet. to be in con- PERCENT WINDOW AREA PERMITTED(see Table A -2) _ _ percent( %) . formance.) PERCENT WINDOW AREA(window area $ exposed area) percent(%) • gaqys 4,41, Tin AWS a al VOLUME CALCULATIONS: LEVEL VOLUME CON. TD A /C* BTUH HEAT LOSS 1.33 12a k ($.s Basement p .018 $3 , ZS' —1 1 1 4 1 9 3 t `( i s Level 1 .018 s�. ! Q� 9 0 ► X ,1 •5 Level 2 L ' .018 0 ' 1 Level 3 .013 *AIR CHANGES. Recommended changes between .25 and 1.00 INFILTRATION depending on type construction, number of openings, HEAT LOSS Ni `I weatherstripping, caulking etc. s um 4°' , SESS . ALLOWABLE HEAT LOSS (from page 3) )0,3/1 TOTAL DWELLING LOSS " 1 uu 0 %' , INFILTRATION LOSS(from above) 111.1d x 1.15 BASEMENT HEAT LOSS (from page 3) a R 1 MAXIMUM FURNACE SIZE * TOTAL DWELLING WHAT LOSSi -- .......�.— �.r.. -�. �..y. `r .r,Mrr.Y. MENACE SEECZl2Efi , * Furnace output it � b, .r Y � i Lc i t r � 1 � c 6 R - - 1 � r AL P Yj I CUSTOM DESIGNED HOME FOR ~' �&4' Y#W 4414' / DATE: BY: SCALE: t ', - rr- Is$ ,..I A (a — 0 �.j — � - ca W c r t W CUSTOM DESIGNED HOME FOR sc Ju0 N0. 102071 4 0I S 67020 3.11.00 8.010 V 4.03 JOS HUMP 602920 4 Or $ . 7.4 RICH= 3TRUCTURE3 • • PO3I -tCOTH PLAT[ LOCATION JOINT CHORD will YEN vES • OESTGN10 IN ACCC1DAMCE MITN WISCONSIN D(LNR RULES • JOINT PLAT[ flit S(IN) SLOT DIN TYPO ANSA ARIA AREA 091* • PLATING COMM TO APPROVAL NOS, 701107, AN0 151107 - 751101 J 1 1 13 ►T 1 VERT 14 1,31 0.00 1.61 0,00 ME • 1087 UNI►0RN LOADING J 1 3 I S PT 5 NORM IS 8.118 1.11 2.21 0.00 1.10019 • 1217, ■ 3IN,(0V(RALL) TOP CNORU LL • 40.0 P01 J 3 1 XI' PT I VERT 4 1.30 1.00 1.61 0,00 . SPACING • 211. ■ 0I0. ON CENTER DL • 10.0 931 J 41 L S PT S NO1Ii 2 6.51 1,21 0.00 3.21 SNORT T[R. LOADING ISCR(ASES SOT CHORD LL • 0,0 PSI LUMBER 10(05(S INCREASED • 1.00 04 • 5.0 931 J5 1 X3 PT 1 VERT 4 1.31 0.00 1.61 0,00 PLATE INCR1ASCO • 1,00 TOTAL 4010 • 00.0 Pit J A 3 3 4 PT • 4 NOM1 2 5,50 2.46 0.00 2.46 • 14 IN. J 7 I A 1 PT 1 VERT 14 1.11 0.00 1.61 0.00 J 8 3 L S PT S NO91i IV 6.08 2.61 4.67 0.00 NIGHT [ND TAO[ ■UP ( (M0 D[TAI. 11 ) J 1 3 I 6 ►T 6 NORMM 7 1,75 2.87 2.44 2.15 . LO! CANTIL[YtR • 2 ►!, 0- 0/16 Ill, ( 017001 11 ) 910 3 I 8 PT ' S XOR17 7 11.08 3.94 7.44 4,14 ONCC809AT(D LOAM MAGNITUDE JOINT PT PLATES • 20 GA. 1300.0 1113 2 69416202 9S1.107T, 0108 P87- 1061.01011 A01A) AM L[NG2M CNORO 1090[ 80M(NT STRESS MCI 10001 LEN0TN ANGLES ' /T IN 16 LOS 11.163 RATIO • 48S IM 16 01 A7 1. 1. 0. 1 C 1• .7 0 0.002. Y 1. .2771 23.11 27.6 62.4. . 2. 2. 0.12 C 2. 2428 .145 0.140 M 2. .245 Ill. 0 90.0 90.0 • 3. 2. 4. 0 C 1. 2428 848 0.840 M 1. .1698 31. 4 20.6 60,4 4. 2. 6. 0 C 4. .123 604 0.253 M 44 1066 31. 4 20.6 69,4 S. 2. 6. 0 C 5. .121 .756 0.211 M S• .242 11. 0 V0.0 90.0 48 2- 8- 4 C 6. 0 756 0.291 Y 6. .249 31. 4 20,6 69.4 . 7. 1- 0. 8 C 7.. .100 0 0.028 9 7. .432 31. 4 20.6 11.4 8. 5. 2. 4 C 8. 399 262 0.165 9. S. 0. 0 C 9• .061 311 0.490 10. 2- 0.12 010■ 0 -366 0.142 DINT 8[AC!(L8S) MIN 880(IN) 1 J 8 -286 1,75 J10 •2218 1,75 ' 9 80P[TIT1VC STBGS VA4U[S AR[ APPLIED TO THIS OLSSGS 0 p "•; 999 1 2 7 SOP CH0908 900 �' 1.7 C2 TNROC6 NO 2 KO 30U10101 PINE 301550 t. 900 h11S0 (" r • 0!9111 RAM. 0.840 (� � 999 4 S 2 SOT CNOROS 000 O 9. ' - � �' l y C 1 THOU C10 r 1J f ail NO 2 NO SOUTMI80 PIN[ /.1650 !. 901 061170 { ' ' -- 1 ` • NAM* 0!8[11 NA. 0.490 C. V \'' • • G ( AND C 7 �+ 1 x.0 ©P� _ ' 30 .2 " � :..<"1 AND 4t �.1 • ALL NW ARC 4 17 NO 3 OD SOU78(09 PIN[. • � - • , TOTAL LOAD DE /LLCTSON At J I• 0,052 IM (L/D04111.41 919) N 1 - 1 \�. • J 2. 0,052 IM 04/0L42A. 267)' S.J 0180 LOAD *(/L[CT300 AT J 211 0,015 IN (4/DELTA. 999) ;✓ J IN 0.008 IN (4 / \ It 0 IY) 01174. 9491 1 (MG C CCCCCIN N • 8.6 � ( _ ) • LENG / • 6TI4[ 1. Y[1) • • i. • • • . J .2 J8 J4 JI J 8 J7 I 12 [] 1 G• l G9 � • 09 • [ IO NE017 J 1 J 10 � 8 111.007 • I J t ► 10 P • P 1 • • • • • SPAN • 1 087 • • • 6 • We ',~ X r v 1 y8. �>t �� � V i c © len• N; imam ae� bottom ch. brg. • • G Series FloorTruss Joint Types 0 bot. ch. brg. P2 ��xx�'1 _ 9 I- I r- I�N yr l+ -k-01 I • )41 j � DpR( n , g AN! i �` n S 1011 II AR IL AWN L s 411 JI 0 ® O7 ® 14 4t" s vi • DeT a LE:Ar e DESIGN VALID ONLY FOR USE WITH 1170110-A111 CONNECTORS. THIS TRUSS IS 01910910 Al Al INDIVIDUAL BUILDING COMPONENT. IT IS TO BE IN. NOTES: 1 COR /ORATED INTO A WILDING DEMON AT THE SPECIFICATION Of THE 039)0600 OF THE BUILDING. /RACING SPECIFIED 13 FOR LATERAL SUF. I. CUT ALL MEMBERS TO BEAR. PORT OF INDIVIDUAL TRUSS MEMBERS ONLY. ADDITIONAL BRACING OF THE OVERALL STRUCTURE MAY BE REQUIRED. FOR GENERAL GUIDANCE L CENTER /LATE{ ON 80TH SIDES • SEE BRACING W000 TRUSSES•. FOR SPECIFIC TRUSS BRACING REQUIREMENTS CONTACT BUIL01NG DESIGNER. FOR INFORMATION REGARDING WISE NO. UNLESS OTHER• ' HYDRO .4 /R FABRICATION, DUALITY CONTROL, STORAGE, OEIIVERY, ERECTION 490 BRACING OP TAUS9EB, CONSULT THE DUALITY CONTROL MANUAL* ANO 3. INDICATED CHORD SPLICE SHALL { BAI[iTTMB!'r�ITMET;,. 1 E.: 01881150849 CpOE OP /T 17X 011PO P AC • }ITIC( 1E 1004110 1N 09 THE PANEL i I , *6. SA./ ~4W ( AVAIL ABLEWRWM7RUSB PLATE INSTITUTE, 18NPICKWICKAVINU1 ,OLINVICW, IL, SMIO,) _ •_,. •.. I ,•_F , M IST. ro I III 4 1 1 • , 102071 1 0 4 61044 3 -13.00 *400 V 4.03 J00 400110 102071 3 Or S 1.3 RICNCO 0105(7501* DESIGNED IM ACCORDANCE WITH MISCOM6IN DILNP RULES POSI -10472 PLATE LOCATION JOINT CUM 0(1 MEN WEB JOINT PLATE Slit X(IN) OLOT 000 TIPS 00EA *MIA *MLA AM1A PLATING (0010106 10 APPMOVAL 003, 761103, AND 751107 - 751109 TIME • 7017 YNIrOPN LOADING J 1' 1 X 3 PT 1 VENT ' 14 1.31 0.00 1,63 0.00 J 2 3 I 5 PT S 6001* IS 1.11 1.16 7,73 0,00 LENGTH • 262T. . 012.(0VCRAL6) TOP CHORD LL • 40.0 P3P J I 1 X 3 PT 1 VENT 4 1.33 0.00 1.63 0.00 • SPACING 4 201. ■ 014, ON CCAAAA DL • 10.0 P31 J 4 3 X 10 PT 10 001111 7 33.75 5.30 0,00 4.39 SNORT TORN LOADING I0(0(03(3 ROT 00000 LL • 0.0 PAP 10110(0 310(33(3 111CREA3ED • 1.00 04 • 5.0 PAP J 5 1 X 7 PT 1 VEIT 4 1.36 0.00 1.63 0.00 PL*Tt RATING 30(010310 • 1.00 ' TOT *L LOAD • 35.0 ►3r J 6 3 X 4 PT 4 NO211 7 5,50 2.66 0.00 2,46 J 7 1 X 3 PT 1 VEIT 4 1.31 0.00 1.61 0.00 • • • 14 IN. J I 3 X 4 PT 4 N0412 2 0.50 7.46 0.00 2,4. 34 9 7 X 6 PT 4 90072 ' 2 6.50 2,46 0.00 2.46 OI60T ENO TAKE -UP ( CND D(7*IL 92 I P16.0 1 .0 X 7 .M .., • 1.21"7 CA2111 1E0 • 2 FT, 0. 0/16 IN. ( DETAIL 01 I - J 9 1 X 3 PT 1 PERT 4 1,30 .0.00 1.61 0,00 J10 3 X 1 PT 1 00010 2 11.00 4.13 0.00 4.63 O 1501 CANTIL(910 • 7 PT, 0. 0/16 IN. ( DETAIL 41 ) J11 4 1/2 X 4' PT. 6' 00010 S 5.50 1,25 4.10 0.00 . . Jl3 1 X 3 PT 1 VENT 4 1.30 0.00 1.61 0.00 CONCCNTNATLD 100031 MAGNITUDE JOINT 1100.0 3.03 2 J11 3 X S ' PT. 5 40012 IS 6.10 4.16 2.23 0.00 1300.0 401. 14 ' 114 1 X I PT t VERT 14 1,31 0.00 1.61 0.00 6ME6 LCNGT 10000 x0011 1100(01'. •NCO FORCE L(N6T0 ANGLES 113 3 X 1 PT 0 00011 7 11.00 3.99 2.44 7.94 IT IN 1 103 IN -168 Led • IN 16 AI A7 J14 4 1/7 X 4 PT 4 NO212 S 5.30 1.69 4.30 0,00 • 1• l• 0. C 16 •9 0 . ' M In .2761 21.11 27.6 67.4 2■ 2. 0.1 ' C 2. 2420 .901 M 2. .270 11- 0 90.0 90,0 J17 3 X 0 PT / 00012 1 11.00 4.14 2.44 4.14 3. 2. 6 ■ C 3. 2420 901 M ). •2695 31. 4 20.6 69,4 Jl/ 3 X 6 PT 6 M0011 7 0.25 2.46 2.44 7.65 0* 2- 6. C 4• -1964 553 1 M 4. 2076 31. 4 20.6 69,4 3.216 .4 1/E X 6 PT 6 NORM 0 6.71 2.13 7.44 2.05 5. 2. 6. C 5• •1944 553 M 5■ -251 11. 0 90.0 90.0 PIE.6P 3 1/1 1 10 1/70 6. 2. 6• C 6. .3702 516 M 6. .1304 31- 4 20.6 69,4 J19 7 I/2 X 10 PT 10 90022 7 13,73 6.46 3.19 5.46 7. 2. 6. C 7* -3792 .507 0 7. 654 31. 4 20,6 69.4 J20 3 X 1 . PT I HOPIS 7 11.66 3.44 . 3.44 4.14 4. 2. 6• C 1. "•2971 507 M 4. •241 11. 0 90.0 90,0 9. 2. 6• C 9■ .2971 •991 . M 9. 711 31. 4 20.6 69.4 464 OPTIONAL CHORD SPLICES 44• . 10. 2- 6• 1104 493 597 010• .771 31- 4 20.6 69.4 - 11. 1 -10. Cll. 7444 .700 • • 611■ .247 11. 0 90,0 90.0 C 1 P01- SPLICE 3 1/1 X 7 1/36 12. 2. 0.1 112■ 2444 700 . 'I 012■ 1542 31. 4 20,6 60.4 UDC PLATE l X 4 PT • 11. 1- 0. C13• •S 0 013■ 62211 71. 4 20.6 69,4 . 14. 2. 0.1 014. 0 316 . ' . 014■ 979 It. 0 90.0 90,0 116 P0C.8PLICE 3 1/0 X 30 1446 , ' LS. 1 -10. Cl5. .493 -310. MIS. •2732 73.11 27,6 62.4 SN S- 0- C16. 1347 -212. ' 016■ .226 II. 0 60.0 90.0 . .C10 P02- 0P1XCC 3 1/1 X 13 1/20 17. S. 0• C17. 3612 -240 9174 •7796 23.11 27.6 63.4. • 3100 PLATT 1 1/7 I 6 P7 11. 5. 0. 118* 7111 .249 • 19. 5. 0. C19• 66 420 . PT PLATES • 70 GA. 20. 2• 0.1 120• 0 •470 (P114222 PAI.PLA1,.101 P$0.1061,41011 ARCA) N PLAT16 • 16 GA. DINT 0(A 1(1011 MIN 000(10) (163 PS/ 01190 CONTACT ARCA) • J20 • • 706 1.91 . • •JCS • 709 1.91 • • • RCP1TITIV 6111(33 004606 AOC 40011(0'90 TM01 O(100N • . ` 909 4 X 7 SOP CHORDS 1•0 • - C 3 THRO 017 • • N O 1 00 SOUTHERN PINE 0.1100 1.1050 0.1490 . • 310(06 RATIO. 0.469 • 0.1 4 X 3 10T CHORDS •N • • C14 T4 *U C20 6tL 6000 00 60914(01 /300 0.2150 T.1240 0.1106 • 070160 NAT10. 1.004 • • NO 3 00 30OTNC0N PING 310111 NAT10. 0.672 O 1 *60 C13 • 5.40 5.1.1 0061 ARC 4 X 2 NO 3 00 60010(04 PIN6 • - TOTAL 10 00 Od11CTI00 AT J 7. 0.406 IN (1 /OCL1A. 575) • J 1• .0.050 IN (L /011244 276) ' J14. •0.051 IN (L /DICTA. 272) .. OC *0 LOAD 0101((1104 *T J 7. 0.124 IN (1 /01170. 999) J I. .0,013 IN (L /0(114.- 999) J14..0.014 10 (1/00118. 999) (CA90E6 0 1/9 IN.) • 1(OGT0 /4(0151 • 10.71MAONIN61 1/0 PATIO MI60 10060N rei •1100. DC /1G000• TO CONSIDER MEAN& TO DAMPEN 01006 TRIMS 62611* 90116TION) LINGTN /OEPTN (L•C0011LCVER) • 1.7 . (I•CANTILEV102 • • 1.7 . • - P2 I P1 I . P 4 --• 7 - I �P 77 1 P1 - I l P S .+ l : -- 710 . I PII l P 13 J 2 J 5 J 9 J I J/ J 7 0 .111 J 10 J 11 J13 J 11 12 e I e. i ei 11 17 I 1 I e0 I 1.10 111 (*2 u s a \ a ar \ \ \ \ \ \ "' C 70 T - C 11 C U C 17 • I C 11 1 * C III IY J 1 J *0 J 19. J 11 J 17 J 10 J IS J 19 P 20 I ' P 19 P 11 P 17 I 0 11 ► IS I P 19 ' • SPAN . '2 • G Series Floor Truss Joint Types -- _. P2 .1 tlie 1' x "' x ihN 11_10 ve • tre a Rn I t om' ~N % 3 "�r 6 10 - Kin n= ila� y1�! Si n �Q �t 3. . `` / ��� .;� f • iQip 0 1 • Iro° ', I 110, ' Ie. Mr1 IhN 1.� „II � • 5.011• C.. ..----- J'4 0 .1n____.,..„.. . 0 ® 0 0 • 0 0 ' pre - splice PeTAI I. Q Borth eAJo DESIGN VALID ONLY FOR USE WITH NY010•AI1 CONNECTORS. THIS TRUSS IS DESIGNED AS AN INDIVIDUAL 1015.0140 COMPONENT. IT IS TO BE IN. NOTES: CORPORATE!) INTO A BUILDING OESION AT THE SPECIFICATION OF THE DESIGNER OF THE BUILDING. MINCING SPECIFIED IS FOR LATERAL SUP. 1. CUT All 0(03(110 TO GEAR. PORT OF INDIVIDUAL TRUSS MEMBERS ONLY. ADDITIONAL BRACING OF THE OVERALL STRUCTURE MAY BE REQUIRED. FOR GENERAL GUIDANCE 3. CENTER PLATES ON 60TH SIDES •^� • SEE *RACING 1(000 TRUSSES*. FOR SPECIFIC TRUSS *RACING REQUIREMENTS CONTACT BUILDING DESIGNER. fOR INFORMATION REOMOING WISE 010T10. JOINTS UNLESS OTHER. I'IYDRO•AIR FABRICATION, QUALITY CONTROL. STORAGE, DELIVERY, ERECTION AN0 &RACING OF TRUSSES, CONSULT THE QUALITY CONTROL MANUAL! AND 3. INDICATED CHORD SPLICE SHALL BE LOCATED 114 OF THE PANEL EINGOVISERAAOMANC, TM! RECOMMENOEO 0001 OF STANDARD PRASTICEP, L140•'AIF 01r MMASOREW PROM$ ., fr!.o.f. jer wr. OX. L.•r+.r•6•.r, errs* s 1•AVM►AI►6 0110411 IMU/1 PLATE 1141351011, (614 PICKWICK AVENUE, ILONVIIM, L. HMO / JINNIY. d120 N.6 M91Nii1 I wr 8 61620 Jowl's) lit Y et!t1 on su4BBB omit 1 ill 1 010 aN ��� ���o ���u��li OW ����� � #i� �l��'��� ���� aA410110 40 A�410N N IIIN W1110410 G hill I ft ' s h N i tlN? MMI Tn APP bVAL to ol 711111 ANO 110'1 • lltitl# 1 i t 1 T }4 1 ,11 0.00 1 0.00 PIAT1Ntl e TYPE a 799 3 7 4 Pt • 4 110030 7 3 2.44 0.00 2,46 UNIFORM LOADING ' J 4 3 L 4 PT 4 000.0 o 4,00 2.00 2,21 400 LENGTH a 6FT. • 6IN.(OVERALL) ' TOP CHORD LL a 40.0 PSF JS 1 X3 PT 1 TM 14 1.14 0.00 1.61 0400 SPACING = 2FT. • DIN. ON CENTER DL 2 10.0 PSI J 4 3 L 4 P '4 MOBIL SNORT TERM LOADING INCREASES J 7 3 L 4 PT 4 NOR3L 'f 7190 1,40 4.22 0,00 SOT CHORD LL a 0.0 PSF + fo 7.70 7,22 0 LUMBER STRESSES INCREASED s 1.00 DL 2 5.0 PSF PLATE RATING INCREASED a 1.00 TOTAL LOAD s 55.0 PSF P? PU701 • to o +. IPLT.723 f77•IWT,.$++ N7.10C1,CAW+ A01A1 . DEPTH s 14 IN. . • - - PANEL LENGTH CHORD FORCE MOMENT STRESS MEB FORCE 'LENGTH ANGLES FT IN 16 LBS IN•LBS RATIO LBS IN 16 Al A2 P 14. 1. 0. 8 C 1a -99 0 0.028 M 1.4 •566 31• 4 20.6 69.4' P 2a 2. 8. 4 C 2a 0 •786 0.302 M 2. •185 31• 4 20.6 69,4 P 3= 2. 6- 0 C 34. •352 786 0.361 8 34. 127 11• 0 90.0 90.0 P 4a 1• 3.12 C 4a 0 413 0.159 M 4a •460 16. 4 42.5 47.5 P 5a 1. 0. 8 •C 5= -26 0 0.007 P 64. 1. 3 •12 C 6a 352 275 0.180 • P 74. 5• 2. 4 C 7a 522 -275 0.216 . JOINT REACT(LBS) MIN BRG(IN) J 1 •336 3.50 • . J 6 -336 3.50 . 0 REPETITIVE STRESS VALUES ARE APPLIED TO THIS DESIGN * • • 444 4 X 2 TOP CHORDS 44+9 C 2 TNRU C 4 NO 2 KO SOUTHERN PINE 1 Ts 900 Ca1150 STRESS RATIO. 0.361 . • 44 4 4 X 2 BOT CHORDS 4.04. C 6 TNRU C 7 NO 2 KD SOUTHERN PINE Fa1550 To 900 Ca/150 • STRESS RATIO■ 0.216 • C 1 ANO C 5 AND ALL WEBS ARE 4 X 2 NO 3 KO SOUTHERN PINE TOTAL LOAD DEFLECTION AT J 3a 0.010 IN (L /DELTA: 999) DFAO LOAD DEFLECTION AT J 3a 0.003 IN (L /DELTA• 999) (CAMBER 0 IN) LENGTH /DEPTH a 5.3 • J 2 J f ♦ . J I 2 . • 07 1 L. Pint WITT J, - J7 J4 • • / 7 - • I ► • • SPAN 799 • • C-r Sines Floor Truss Joint Types - • -• • • ' t X tie h-X X N ty klerig th e w^ ^mot UM.= ! i1�i pa X 7 ,Put‘ '"' YM �► E; II ■�.� t t lees mommor t len r th O ® Q 15 bot. ch. brg. bottom ch. br0. DESIGN VALID ONLY FOR USE WITH HYORO•AIR CONNECTORS. THIS TRUSS 1S DESIGNED AS AN INDIVIDUAL ILK DING COMPONENT. IT IS TO EE 14. NOTES: CORPORATEO INTO A BUILDING 015300 AT THE SPECIFICATION Of THE OESIONER OF THE BUILDING. BRACING SPECIFIED If FOR LATERAL SUP. 1. GUI ALL MEMBERS TO FEAR. , SORT Of INOIVIDYAI 70053 MEMBERS ONLY. ADDITIONAL BRACING 0P THE OVERALL STRUCTURE MAT BE REOU GAL OUI0ANCE S. CENTER PLATES ON 10Th SIDES „ogg Of TRUSS J • SEE BRACING W000 TRUSSES FOR SPECIFIC TRUSS IRACINO REQUIREMENTS CONTACT BUILDING OESIGNE0. IREO. FOR INfOR MATIO RECAROINO WISE NOTEOINTS UNLESS OTHER. D HYDRQ.A R FABRICATION, QUALITY CONTROL, STORAGE, DELIVERY, ERECTION ANC SWING OF TRUSSES. CONSULT THE QUALITY CONTROL MANUAL* AND 3. INDICATED CHORD SPLICE SHALL ' ENGINEERING.INC. mo RECOMMENDED 000E of STANDARD PRACTICE'. BE LOCATED 1/1 OF THE PANEL 000,710 4108 o.4. waOaM NW (•AVAIIAIt1 MOM YNYp /M11 11117171111, 1* M01(SNC8 Anita, 01iNVI$W,11,11111 i J DOPY MBASUREO FROM JUa •• ;'J. 0O4 .3i 1 OF 5 Gi02U 3 -11 -80 6JMD V 4,03 J06 046640 4030 4 1 OF 5 T - RICHCO STRUCTURES Pa1-7COTN PLATE LOCATION JOINT 000140 VII WAY 4I0 JOINT P1000 0I3E XI0NI SLOT 010 TYPO PIA ANSA APIA APIA DESIGNED IN ACCORDANCE WITH WISCONSIN DILNN RULES J 1 3 X S PT S NOolZ IS 6,11 2.01 4.62 0.00 PLATING CONFORMS TO APPROVAL NOS. 751105, AND 751107 - 751109 J 2 I X 3 PT 1 VENT 14 1,36 0.00 1,61 0,00 TYPE s 1087 J 1 3 15 PT 5 X0012 7 6.00 3.21 0.00 1.21 UNIFORM LOADING J 41 X I P T ' 1 VENT 4 1,30 0,00 1,61 0,00 LENGTH 2 12FT, ■ OIN, (OVERALL) TOP CHORD LL = 40.0 PSF J 5 3 X 4 PT 4 Nail 2 5.50 2,46• 0.00 2,44 SPACING 2 2FT. - DIN. ON CENTER DL 2 10.0 PSF J 4 3 X 4 PT 4 HOPIS 5 5,50 3,36 2. 23 0,00 SHORT TERM LOADING INCREASES BOT CHORD LL ■ 0.0 PSF J i i 0 3 PT 3 0 ,301E 03 6,00 2,64 4 .07 0,00 LUMBER STRESSES INCREASED s 1.00 00 s 5.0 PSF PLATE RATING INCREASED s 1.00 TOTAL LOAD s 55.0 PSF J 4 3 X 4 PT 4 NO012 5 5,50 3.36 2,21 0,00 Jt0 ) X 0 22 6 0001E ' 7 0.7E 7,05 2.64 7,05 DEPTH $ 14 IN, PT PLATES . 20 04, (160.222 ►ft• /660,.100 rI0•E00L,aaI AREA) RIGHT END TAKE -UP ( END DETAIL *2 ) ' PANEL LENGTH CHORD FORCE MOMENT STRESS WEB FORCE LENGTH ANGLES FT IN 16 L8S IN ■LB5 RATIO L8S IN 16 Al A2 P 1 1- 0- 8 C 1s -101 0 0.028 W is -1346 31. 4 20.6 69,4 P 2= 2- 8- 4 C 22 0 -734 0.283 W 2s 612 31- 4 20.6 69.4 • P 32 2- 6- 0 C 3s -1808 734 0.582 W 3= -239 11- 0 90.0 90.0 P 4s 2- 6- 0 C 4s -1808 -589 0.526 W 4= 154. 31- 4 20.6 69.4 P 50 2- 6- 0 C 5: •909 589 0.377 W 52 -819 31- 4 20.6 69,4 • P 6s 1- 9 -12 C 6s 0 506 0.195 W 6: 353 11. 0 90.0 90.0 P 7s 1- 0. 8 C 7s -55 0 0.016 W 7: •1080 21- 2 31.4 58.6 P 8s 1- 9 -12 C 86 909 136 0.245 P 9s 5. 0- 0 C 9s' 1666 243 0.446 P10 5- 2- 4 C10S 1243 -263 0.364 • JOINT REACT(LBS) MIN BRG(IN) J 1 -638 1,75 J 8 •638 1.75 • s REPETITIVE STRESS VALUES ARE APPLIED TO THI5 DESIGN M s•• 4 X 2 TOP CHORDS ••• - C 2 THRU C 6 • NO 2 KD SOUTHERN PINE F=1550 Ts 900 C=1150 STRESS RATIO= 0.582 s•• 4 X 2 50T CHORDS 1 1 1 06 ' C 8 THRU C10 • NO 2 KO SOUTHERN PINE Fs1550 TS 900 C61150 STRESS RATIO■ 0.446 C 1 AND C 7 AND ALL MESS ARE 4 X 2 NO 3 KD SOUTHERN PINE TOTAL LOAD DEFLECTION AT J 4= 0.080 IN (L /DELTA= 999) ' DEAD LOAD DEFLECTION AT J 4* 0.022 IN (L /DELTAS 999) (CAMBER 0 IN) LENGTH /DEPTH S 10,0 • J0 4) J0 JI J J 7 1 C2 1 1 C 1 C5 I c I• L ., ..............,>'>''''''''''.v-"s%%%%%'44<,..........:.....„........))°'.''........'-'..s...T.."ft"c...<:N a. • t C ID 1 C I .. 0 I • I • • MKT J 1 J 10 MCI J0 J r!0 I r 0 I PO • • • SPAN' I087 4 • • G ScAes Floor Truss Joint Types - • - - • us' wt- 1•-1 pX i t V.-11 irX Vs' 1 O xi 1, A * Len th J2 J3 Ix 4 me 4 O O �� r� len, 1 5 bottom e ll.br • bot. ch. brq. 0- 1 DESIGN VALID ONLY FOR USE WITH HYDR0•AIR CONNECTORS. THIS TRUSS IS DESIGNED A* AN INDIVIDUAL BUILDING COMPONENT. IT IS TO BE IN- NOTES: ' COIMORATEO INTO A BUILDING DESIGN AT 188 SPECIFICATION OF 083 DESIGNER OF THE BUILDING. BRACING SPECIFIED IS FOR LATERAL SUP. 1. CUT ALL MEMBERS TO REAR. All OF INOIVIOUAL TRUSS MEMBERS ONLY. ADDITIONAL BRACING OF THE OVERALL STRUCTURE MAY /E 80083400 FOR 8(034*I GUIDANCE CENTER PLATES ON 0078 510 OK. O OF TRUSS JOINTS UNLESS 0081 4. ' HIM • SEE *RACING W000 TRUSSES*. FOR SPECIFIC TRUSS BRACING REQUIREMENTS CONTACT BUILDING 00010400. FOR INFORMATION REGARDING WISE NOTED. �N t QRO6JQ�R F QUALITY CONTROL, STORAGE DELIVERY, ERECTION ANO GRACING OF TRUSSES, CONSULT THE DUALITY CONTROL MANUAL• AN0 3. INDICATED CHOP SPLICE SHALL ENCtMEEpIfifa.sMG, 6 �ECO�ENOE0 ** ��N0AR0P8ASTICt 6 GE LOCATE@ 1/4 OP THE PANEL �'0' e6YSf1 sL0alr1►VII0SSR11sm ( FNOM Mil /LAYS I411178T tIN MCNWICN AVENYS, 01ENVlIw, 1611111) IW Y MtASUgtl6 PROM 4 _.. J88 NO, 919'!01 1 d@` 1 81818 12.29.79 2aSL v 4,03 Jai WINKIK 411 381 1 Or 1 T■1 RICMCO STRUCTURES P031 -tc TN PLATE LOCATI01 JOINT . 0010 .n .E, 6E11 JOINT PLATE 3 ZE 11111 SLOT DI" TYPE A94.6 AREA AREA AREA DESIGNED TN ACCCRDANCE WITH WISCONSIN DILMR RULES J 1 3 I PT 6 0000Z 15 0,25 4.00 4.67 0.00 PLATING CPNFURNS TO APPROVAL NOS, 751105, AND 751107 • 751109 J 2 1 A PT 1 Sur IA 1,31 0.00 1.61 9,00 1 J 2 ) % 1 PT 10 00015 2 13,75 5,19 0.06 3,39 TYPE a 1687 "J 3 3 I 1 PT 10 NOR0Z 2 13.75 5.39 0.00 1,39 UNIFORM LOADING 011C -"P 3 1 Pt LENGTH a 22FT, • DIN, (OVERALL) ' TOP CHORC LL a 40.0 PSF J . 1 0 PT 1 PERT 1,36 0.00 1.63 0,00 SPACING a 2FT, • DIN, ON CENTER CL a 10,0 PSF J s 3 1 PT 4 NORIZ 2 S,SO 2.46 0.00 2.46 SHORT TERM LOADING IN,cREASES 807 CHORC LL ■ 0.0 PSF J A 1 A PT 1 9ERT 4 1,3E 0.00 1.63 0,00 LUMBER STRESSES INCREASED a 1.00 CL a 5.0 PSF 4 7 3 3 PT 4 NOPIZ 4 1.50 2.46 0.61 0,00 PLATE RATING INCREASED a 1,00 TOTAL LOAD a 55.0 PSF J 6 1 A PT 1 vCRT 1,36 o.oa 1.63 0,00 34 9 3 1 PT / 14011Z 2 11.00 ,.91 0,00 4.13 CEPTH • 14 IN, P0C -S0 ) 1,6 1 1030 410 4 1/2 1 PT 4 N0"IZ S 300 3.62 4.20 0,00 RTGHT END TAKE•UP ( ENO DETAIL E2 ) 411 1 % Pt 1 9101 IA 1,36 0,00 I,,) 0,00 s J12 3 1 PT 3 NOR0Z 10 0,0E 2,16 4.67 0,00 PANEL LENGTH ChORO FORCE MOMENT STRESS WEB FORCE LENGTH ANGLES J13 v2 1 vt . 40005 s 5. 1,69 6,30 4 FT IN 16 L85 IN -L86 RATIO L8S IN 16 Al A2 3..304 4 1/2 0 Pt 1 0005 7 is 00 3.19 4,61 3, P la 1• 0• 8 C 12 -102 0 0.029 W 1■ •2769 31• 4 20,6 69.4 PRE-SP 3 1/41 1 1 1/20 P 2= 2• 8. 4 C 2a 0 •694 0.224 W to 2035 31. 4 20.6 69,4 J 20 3 I/21 Pt 6 00005 7 9 2'15 2.44' 2,13 P 32 2- 6■ 0 C 3= -4435 694 0.806 W 3=' .240 11- 0 90,0 90,0 0406 A 1/2 1 1 PT 90 05 7 13.11 0.16 4.69 1,76 P 4= 2• 6• 0 C 42 -4435 497 0,743 W 4= .1270 31• 4 20.6 69.4 P06•SP 3 I/O 0 I 1 / 055 26 P 5= 2• 6• 0 C 5= -6172 504 0.973 W 5= 612 31..4 20.6 69,4 ... OPTIONAL CM AO SPLICES 900 P 6a 2. 6. 0 C 6a -6172 515 0.977 W 6= -247 11. 0 90,0 90 P 72 2• 6• 0 C 7= •5288 501 0,856 W 7a 153 31. 4 20.6 69.4 c) PRE -S PL AIT 0 5 PT SIDE IL7E • P 82 2• 6• 0 C 8= -'5288 -500 0.856 W 8s -505 31. 4 20.6 69,4 1 4 ►T P 9= 2• 6• 0 C 92 •1770 •523 0.401 W 92 •248 11. 0 90,0 90,0 C9 PAZ - SPLICE 1 5 PT 010= 1• 9•12 C30= 0 523 0.368 w10= 1579 31• 4 20.6 69,4 "TOE vLArE 1 A PT P81= 1• 0■ 8 Clla -54 0 0,015 W11= •2232 31- 4 20,6 69.4 C1) "C-"LICE in 0 00 1/20 P123 1- 9.12 C12= 1770 150 0,312 W12* 901 11 -,'0 90.0 90,0 CIA PRE- EVlscc 0 5 Pt P132 5• 0. 0 C132 3840 -262 0.658 W132 '..2102 21. .2 31.4 58,6• 9,142 5- 0• 0 C14= 6031 -324 1.011 PT PLATES .20 GA. 0152 5• 0. 0 C152 5607 -259 0.936 P16= 5• 2. 4 C16a 2556 -302 0.475 . 0 PL PLATES P•I 16 LGA;.l0, - P31 •[DG[, GR03S A"EA) /I"1 000 D37NG .NET. PLATE CONTACT 66061 JOINT REACT(LBS) MIN BRG(IN) JolntTypes J 1 -1188 1,75 J12 -1188 1,75 75 * REPETITIVE STRESS VALUES T � ARE APPLIED TO THIS DESIGN * Ile h1 •� • x A� 1. 'l r 28* 4 X 2 TOP CHORDS *** • � � 4e' 11 Is II C 2 THRU C30 NO 1 KO SOUTHERN PINE F =1850 T =1050 C21450 O ( � ) STRESS RATIO■ 0,977 ✓ ( a 4 * ** 4 X 2 BOT CHORDS Its _ � • C12 THRU C16 pe le UI t , ; ,�f % > 5EL STRU KO SOUTHERN PINE F32150 T21250 C.1800 ` / STRESS RATIO■ 1,011 � 1 ' C 1 AND C 1 1 II� ra" if�t1 AND ie�-i - M► O 1 1 I.r.�_._��i '0183 ARE 4 X 2 NO 3 KD SOUTHERN PINE 14 OWL ALL pte - splice TOTAL LOAD DEFLECTION AT J 62 0,768 IN (L /DELTAS 337) DEAD LOAD DEFLECTION AT J 62 0,210 IN (L /DELIAz 999) THIS TRUSS SPAN NOT DESIGNED FOR PLAST3R CEILINGS (CAMBER 0 1/4 IN.) SINCE THE SPAN TO DEFLECTION RATIO IS LESS THAN 300, LENGTH /DEPTH a 18,5(WARNINGt L/D RATIO HIGH ENOUGH FOR "BLDG, DESIGNER" TO CONSIDER MEANS TO DAMPEN FLOOR TRUSS SYSTEM VIBRATION) L P 2 P 3 P 4 IPS P 6 P 7 P 8 P 9 i P 10 J 2 J 3 J Y J S J 6 J 7 • J 8 J 9 J 10 J 11 'IC2 ICS l C 6ICT C 8 • Icio 1 l Ics " y puu° ^' o m 4. y _ � N SIti 7 6. 57 C 16 C 15 NE C 1 4 C 13 C 12 L 1 •'� 4 1 .. E•1.1 • REACT 1 1 o , LOU - .5 1 REACT 13.e M I J 16 JI 15 J 14 J 13 J 12 F" 1;1 ° 1 016 1 ,I )1 II P l5 P 14 P 13 P 12 JAN 0 2 1980 length 16 8 7 r - i..` . � i \,., DESIGN VALID ONLY FOR USE WITH HYORO•AIR CONNECT0R5. THIS TRUSS IS DESIGNED AS AN INDIVIDUAL EUIL01NG COMPONENT. IT IS TO EE IN• NOTES: i " "YY / / / / / / „I'\ COR /ORATED I NTO A IUI DESIGN AT T HE SPECIFICATION OF THE DESIGNER OF THE BUILDING. ,RACING SPECIFIED 15 FOR LATERAL SUP I CUT ALL MEM,f AS TO ,EAR. PORT OF INDIVIDUAL TRUSS MEMBERS ONLY. ADDITIONAL BRACING OF THE OVERALL STRUCTURE MAY BE REQUIRED. FOR GENERAL GUIDANCE 1. CENTER PLATES ON ,0TH SIDES t SfE ,RACING W000 TRUSSES FOR H • TRUSSES'. SPECIFIC TRUSS ,RACING REQUIREMENTS CONTACT !WILDING DESIGNER. FOR INFORMATION REGARDING W SE 901091 1675 UNLESS OTHER. 1 1 FAIRI ATION, DUALITY CONTROL, STORAGE, DELIVERY, ERECTION AN0 MINCING OF TRUSSES, CONSULT TNI QUALITY CONTROL MANUAL' AN0 3. INOICATEO CH000 SPLICE SHAH ! j E NGINEEAING.IIVC. 'THk R OMMENOto COOE OF STANDARD PRACTICE' Ao. 8 ..7239 'bc.cau.,4MNN.” GS3YP7 , EE LOCATED IM OF THE /ANSI V AVA11AelE PION TIME PLAT[ INETITUT1,1100 MCKWICK AVSNUI, OL /NYIIW, 1 ►, 1007!:) LEA STN 4.5' 7 AID* **cD PIMP i ..+. •• . Anita. I p w 0 • i \ 4 O �a o A I A % cC y j s , lu }. 1 ` + \9 �p c r. 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