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Home My WebLink About0004.97 Truss Plansr 05/28/96 TUE 14:26 FAX 3177383440 DAVIDSON IND- =P N TYPE SPAN PI-Hl 3 JCA2 20000 8 10000 0 ZARING n HO 4-07 T La 8 ,02 3z4— A L-00-05 T T 21 TC 12-00 11-12 1-00-04 ec 2-00-oa 2-aa.00 n D230 APPROX. TRUSS WEIGHT: 6.3 POUNDS NOTES: UniScar -- Version 39.5-2 I. TRUSSES M,qi\'UFACIURED 8Y - RDN DATE: 5-17-96 DAVIDSON INDUSTRIES 2, ANALYSIS CONFORMS TO CST SIZE LUMBER 1-15FS UBC (TPI-85 & NI)S-91). TOP 0-08 2X 4 SP,-42 1120 36 RIND LOADS - OBC,1908 EDITN HIM'0-00 2X 4 SP-42 1720 TRUSS IS DESIGNED AS A REPETITIVE MEMBER STRESS USED MAIN WINO -FORCE RES 'SYSTEM WIND SPEED - 00 MPH LATERAL BRACING: MEAN ROOF HEIGHT - 25' TOP CHORD - CONTINUOUS EXPOSURE CATEGORY - C BIM CHORD - CONTINUOUS OCCUPANCY CATEGORY - L TRUSS SPACING - 24.0 IN. 4- UNBALANCED LOADS CHECKED (UNBLN LD FAC - 1.0, 0.0). LOAD CASE 01 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 BTM CED 0.0 10.0 TOTAL 20-0 20.0 40.0 SUPPORT CRITERIA SS REACT WIDTH TI REACT WIDTH LDS IN-SX LBB IN-SX A 25 3- 8 B 70 3- 8 LEFT RIGHT HEEL OIN - 45X 'MEMBR CSI P(LBS) M01ST Me= TOP CHORDS A-6 0.08 23 T -480 a BOTTOM CHORDS A-C 0-08 0 T 490 0 WEBS 1.• Hoff' OL,LL DEFT. . 0.02• AT C Q� a/� i2 O%STE9 7p LL DEFL < BRG-SPAN/360 > Q;( NO. tc 7 SPAN/DEFL (DULL] . 754 60910419 PLATINO CONFORMS TO TPI STATE OF (GROSS AREA METHOD) VALUES WITH VERIFY PRATE SEE-LOK CORPORATION "•i. SICNAL GRIP BASED ON SYP LUMBER _,y+ `�e�e PRISES - 20 GAUGE ST-20 / -y GRIPPING 515-409 BSI PER PAIR INCLUDES 15.02 INCREASE •I PLI PAIR L / usy 2 n 1996 TENSION 922- 689 PER SHEAR 938- 472 PLI .PER PAIR i 3T TYPE PLATE SIZE X Y A 200E 3-00 % 4-00 4.-6 3.2 B -0/28/96 TCIE 14:25 FAX 3177383440 DAVIDSON IND. Q 025 .. .. —� MARK I 3 JCA2 20000 8 10000 a 1 7-n12txh p DG 5-00-.00 HO 1.OB-O7 Hn 4-a7 _D" D23 TC.I 12-00 3-11-12 aCI I Z-o0'00 1-11-12 I'IA---� 3-11-12 APPROX. TRUSS WEIGHT: 12.6 POUNDS PLATING CONFORMS TO TPI NOTES: TRUSSES MANOFACTDRED BY - Unis[ar •- vez0lon 39.5.2 (GROSS AREA METRODI 1. DAVIDSON INDUSTRIES RUN DATE: 5-17-96 VERIFY PLATE VALUES WITH 2 ANALYSIS CONFORMS TO CSI SIZE LUMBER 1-15FB TEE-LOK CORPORATION ON SYP LCMHEA UBC (TPI-eS A NOS-91). '2X 4 SP-02 1720 GRIP BASZD 3. WIND LOADS - UBC. 1988 EDITN T0II 0.28 Sp-d2 1720 PLATES- 20 GAUGE ST-20 NED TRUSS IS DESIGAS A BTM 0-08 2X 4 MEMBER STRESS USED. GRIPPING S15-409 PSI PER, PAIR MAIN. WIND -FORCE RES SYSTEM REPETIIIVE INCLUDES 15.0% INCREASE WIND SPEED - BO MPE BRACING: 2ENSION 922- 688 PLI PER PAIR PER PAIR MEAN ROOF HEIGHT - 25' LATERAL CHORD - CONTSNV005 SHEAR 838- 472 PLI EXPOSURE CATEGORY - C SOe BIM CHORD - CONTINUOUS JT TYPE PLATE SIZE K Y OCCUPANCY CATEGORY - 1 UNBALANCED LOADS CHECKED TRUSS SPACING - 24.0 IN. A 2001 3-00 X 4.00 4.6 3.2 4. (UNHLv LD FAC - 1-0, a-0)- H 5- ANCHOR TRUSS FORA TOTAL LOAD CASE dl LUMBER STRESS INCREASE: 15.0>< C HORIZONTAL LOAD OF 119 LHS. LOADING LIVE DEAD (PSF) 6. FASTEN TRUSS TO BRG B 10-0 FOR 81 LBS OF UPLIFT, Top CRD 20.0 WHILE PERMITTING NO UPWARD a" CH) 0.0 10.0 40.0 MOVEMENT OF WALL OR ERG. TOTAL 20.0 20.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 149 3- H B 129 3- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CST P(LBS) Mm1ST M02ND TOP CHORDS A-B 0-28 56 C -182 0 BOTTOM CHORDS A-C 0.08 0 T 480 0 WEBS DL•LL DEFL . 0.11" AS C LL DEFL - 0.07- < BRG-SPAN/360 SPAN/DEFL (DL•LL) - 433 ®.. L. Hs/ y� GxSTE9 39 Q NO R 60910419 STATE OF 1996 i�� 4lAY 05/28/96 TUE 14:25 FA% 3177383440 DAVI6SON IND- IN24 MARK 3 SCA2 20000 8 10000 I$] n DG B-07-03 NO 1.09-07 NO 4.07 TC 1200 6-11.12 4-11-12 HC 2-00-00 6.11-12 APPROX. TRUSS WEIGHT- 15.1 POUNDS UDiSCaz •- Version 39.5.2 RUN DAIE: 5-17-96 CSI SIZE LUMBER 1.15FB TOP 0.40 2X 4 SP-SS 3280 BTM 0-08 2X 4 SP-N2 1720 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BIN CHORD - CONTINUOUS TRUSS SPACING - 26.0 IN. LOAD CASE al LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CAI] 20.0 10-0 BTM CHU 0.0 10.0 TOTAL 20.0 20.0 40-0 - -SUPPORT CRITERIA ,7T REACT WIDTH JT REACT WIDTH LBS IN-SX Las IN-SX A 243 3- 8 B 215 3- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI Pi LBS) M01ST M92ND TOP CHORDS A-B 0,10 100 C -182 0 BOTTOM CHORDS X-C 0-08 0 T 479 0 WERE DL.LL DEFL - 0.43" IN A-B LL DEFL - 0.32' a BRG-SPAN/360 SPAN/DEFL (DL-LL) - 196 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING S15-409 PSI PER PAIR INCLUDES 15.01 INCREASE TENSION 922- 608 PLI PER PAIR SHEAR 838- 472 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 3-00 X 4.00 4.6 3-2 B C -D" D23 MOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2- ANALYSIS CONFORMS TO URC (TPI-eS S NDS-91). 3, WIND LOADS - UHC,L98B EDITS TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - 8o MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 4. UNBALANCED LOADS CHECKED (UNELN LO PAC - 1-0, 0.0). 5. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 192 LBS. S. FASTEN TRUSS TO BBC 2 FOR 147 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. Haigd ' p�STEq �3, � 60910419 STATE OF .16 S OiBkt��r MAY 2 8 1996 05/28/96 WE 14:24 FAX 3177383440 DAVIDSON IND. a$ TYPE SPAN 3 JCA2 60400 -Hl OVERHANGS 12 10000 0 h DO D230SF v. , I TCi 12.00 I 11-IC S-Oa-O6 BCC 6.0d-00 6-04-00 APPROX. TRUSS WEIGHT: 17.0 POUNDS UniS[ar -• Vo_.ion 39.5.2 PLATING CONFORMS TO TPI NOTES: RUN DATE: 5-17-96 (GROSS AREA METHOD) I. TRUSSES MANUFACTURED BY VERIFY PLATE VALUES WITH DAVIDSON INDUSTRIES CSI SIZE LUMBER 1-15FB TEE -LOX CORPORATION 2. ANALYSIS CONFORMS TO TOP 0.01 2X 4 SP-82 L720 GRIP BASED ON SYP LUMBER UBC (TPI-85 6 NDS-91)- SIM 0.19 2X 4 SP-02 1720 PLATES - 20 GAUGE 37-.20 3=. UNBALANCED LOADS CHECXED WDG@A 2X 6 SP-41 GRIPPING 515-409 PSI PER PAIR (UNRLN LD PAC 1.0, 0-0)- REPETITIVE MEMBER STRESS USED. INCLUDES 15.0t INCREASE TENSION 922. 688 PLI PER PAIR LATERAL BRACING: SHEAR 838- 472 PLI PER PAIR Top CHORD - CONTINUOUS STM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y TRUSS SPACING - 24.0 IN. A 2002 5.00 X 5-60 6.0 1.5 B LOAD CASE $1 C LUMBER STRESS INCREASE: 15.0Ir LOADING LIVE DEAD (PST) TOP CHD I0.0 10.0 BIM CHD 0.0 10.0 TOTAL 20.0 20.0 40-0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX L85 PN-SX A 92 3- 8 8 29 3- 8 C 63 3- 8 LEFT RIGHT HEEL 3IN - SEX MEMBER FORCES (LBS) TOP CHORDS A B BOTTOM CHORDS Q� L Hs/fit A C 0 T Lab &xSTg9 WEBS ? "4 NO. 7 Q DL•LL DEFL • 0.07' IN A-C 60910419 IL 'DEFL < BRG-SPAN/360 STATE OF SPAN/DEFL (DL-LL) - 999 `�Ss+Ot4AAL e MAY 2 8 1996 05/28/96 TLIE 14:24 FAX 3177383440 DAVIDSON IND. [a022 ,QUANV TYPE SPAN Pl-Hl OVERHANGS JOB M1�Itlt 3 JCA2 60400 12 10000 0 ZARING " FAIRFAX III-D" D23OSF DG 3-09-01 NO 0-07 T 12 12 F 5XS .6= 3-00-01 A Tl al C TCI 12-00 2-03-10 a-00-06 RC 6-04-00 6-04-UU APPROX. TRUSS WEIGHT: 18.2 POUNDS Uo1S[ar -- version 39.5..2 RUN DATE: 5-17.96 C5I SIZE LUMBER 1.15FE TOP 0.06 2X 4 SP-02 1720 BTM 0.13 2X 4 SP-M2 1720 ADG®A 2X 6 SP-W1 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE 31 LUMBER STRESS INCREASE: 15.OR LOADING LIVE DEAD (PSF) TOP CHO 20.0 10.0 9TM CHU 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA 1T REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 132 3- B B 69 3- 6 C 63 3- 0 LEFT RIGHT HEEL 3IN - BSX MEMBER FORCES (LBS) TOP CHORDS A-B - 0 T BOTTOM CHORDS A-C - 0 T WEBS DL-LL DEFL - 0.07• IN A-C LL DEFL < aRG-SPAN/340 SPAN/DEFL (DL-LL) - 999 PLATING CONFORMS TO TPI SGROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON BY? LUMBER PLATES - 20 GAUGE ST-20 GRIPPING 515-409 PSI PER PAIR INCLUDES L5.0a INCREASE TENSION 922- 690 PLI PER PAIR SHEAR 839- 472 PLI PER PAIR ITT TYPE PLATE .SIZE X Y A 2002 5.00 X S.60 0.0 1.5 B C NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INOUSTRIES 2. ANALYSIS CONFORMS TO UBC (TPI-35 6 NDS-91). 1. UNBALANCED LOADS CHECKED (UNBLN LO -AC - 1.0. 0.0). 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF Los LBS- L. HeJn7 w� flXSTE Q NO. F 6091Q419 STATE OF o fDIP1� �� 2CMAL A1A'( 2 8 1996 05/28/.96 TUE 14:23 FAX 3177383440 DAVIDSON IND. Z 02I /.QUAN,TYPE SPAN P1-91 OVERHANGS I JOB MARK "y 3{JCA2 60400 12 10000 0 ZARING " FAIRFAX III-Dn D230SF rC 12-00 7-OT-10 2-08-06 BC I 6-0-00 II-s- 6-04-00 APPROX. TRUSS WEIGHT: 22.0 POUNDS UniSear -- version 39.5.2 RUN DATE: 5.17-96 CSI SIZE LUMBER 1.1SFE 70P 0.17 2X 4 SP-92 1720 BTM 0.18 1Z 4 SP-#2 1720 WDG6)A 2X 6 SP-41 REPET=TIVE MEMBER STRESS USED - LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: 15.01 LOADING LIVE DEAD (PSF) TOP CBD 20.0 10.0 9T,4 CHD 0.0 100 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA ,TT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-Sx A 172 3- 8 B 109 3- a C 63 3. 9 LEFT RIGHT HEEL 3IN - a5X MEMBER FORCES (LBS) TOP CHORDS A-B - 0 T BOTTOM CHORDS A-C 0 T WEBS DL-LL DEFL - 0.0" IN A-C LL DEFL < HAG-SPAN/360 SPAN/DEFL (DL.LL3 - 999 PLATING CONFORMS TO T?I NOTESt (GROSS AREA METHOD) 1. TRUSSES MANUFACTURED BY - VERIFY PLATE VALUES WITH DAVIDSON INDUSTRIES SEE-LOK CORPORATION 2- ANALYSIS CONFORM5 TO GRIP BASED ON SY? LUMBER USC (IPI-85 & NDS-91)- PLATES - 20 GAUGE ST-20 3. UNBALANCED LOADS CHECKED GRIPPING 515-409 PSI PER PAIR (UNBLN LD FAC - 1.0, 0.01- INCLUDES iS-Oi INCREASE a. ANCHOR TRUSS FOR A TOTAL TENSION 922- 688 2LI PER PAIR HORIZONTAL LOAD OF 166 LBS. SHEAR 638- 172 PLI PER PAIR JT TYPE PLATE SIZE K Y A 2002 5.00 X 5.60 0.0 1.5 9 C .0' 'IL. ry8f-` b ` STE OX.9 3a NO. F 60910419 STATE OF Vol �� / Mg 2 8 1996 Ua/za/BD lut 14:zs tAA 3177383440 DAVIDSON IND. aOT ,gUAN,LTYPE SPAN P1-31 OVERHANGS JOB MARK ' 3 JCA2 60400 12 10000 0 LING FAIRFAX III-D D2305F 5-09-01 TC 1200 4-11-10 10406 HC 6-Oi-00 6-04.00 APPROX. TRUSS WEIGHT: 24.5 POUNDS UniSCar -- Vezaion 39.5.2 RUN DATE: 5-L1-96 CSI SIZE LUMBER 1.15F8 TOP 0.32 2X a 52-42 1220 BTM 0.18 2X 4 SE-k2 1720 WDCaX 2X 6 SP-01 REPETITIVE MEMBER STRESS USED. LATERAL 9RACINC: TOP CHORD - CONTINUOUS Bin CHORD - CONTINUOUS TRU55 SPACING - 24.0 IN. LOAD CASE 41 LUMBER STRESS INCREASE- 15.0% LOADING LIVE DEAD (PSF) TOP CHO 20.0 10.0 BIM CHO 0.0 La.a TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA .:T REACT WIDTH JT REACT WIDTH LBS IN-SX LBS 114-SX A 212 3- 9 B 149 3-'9 C 63 3- B LEFT RIGHT HEEL 32N - BsX MEMBER FORCES (LBS1 TOP CHORDS A-0 - 0 T BOTTOM CHORDS A-C 0 T WEBS DLrLL DEFL - 0.11- IN A-B LL DEFL . BAG-SPAN/360 SPAN/DEFL (DL.LL) - 714 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE -LOX CORPORATION' GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING $15-409 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 922- 688 PLI PER PAIR SHEAR B33- 472 PLI PER PAIR 'TT TYPE PLATE SIZE X Y A 2002 5.00 X 5.60 0.0 1.5 H NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CCNFORMS TO DHC (TPI-B5 a.NDS-91). 1. UNBALANCED LOADS CRECXED (UNBLN LD FAC - 1-0. 0.0)- 4. ANCHOR TRUSS .-OR A TOTAL HORIZONTAL LOAD OF 227 LBS. 60910419' STATE OF �S/ONAL Go+ � nvn:e•�` ` MAT 2 8 1996 O S/.28/96 T[IE 14:22 FAX 3177383440 DAVIDSON IND. Z 019 .QUAIN TYPE SPAN Pl—RI OVERHANGS JOB MAR& 11 JCA2 60400 12 10000 0 ZARING U FAIRFAX III—D" D230SF DG 9.OS-10 HO 7-00-07 NO a-07 a 12 12 7-00-07 T Ss5 .6= A 31 C 0 o TC - I 6-04-00 BC d-04-DO 6-04-00 APPROX. TRUSS WEIGHT: 27.0 POUNDS UniScas -- Version 39.5.2 PLATING CONFORMS TO TPI NOTES! RUN DATE: 5-17-96 (GROSS AREA METHOD) J. TRUSSES MANUFACTURED BY - VERIFY PLATE VALUES WITH DAVIDSON INDUSTRIES CSI SIZE LUMBER 1.15FB TEE-LOK CORPORATION 2. ANALYSIS CONFORMS TO TOP 0.51 2X 4 SP-h2 1720 GRIP BASED ON SYP LUMBER UBC (TPI-95 k NDS-91). BTM 0.18 2X 4 SP-NZ 1720 PLATES - 20 GAUGE ST-2D 3- UNBALANCED LOADS CHECKED WDGmA 2X S SP-41 GRIPPING 515-409 PSI PER PAIR (UNBLN LD FAC - 1.0. 0. 0). REPETITIVE MEMBER STRESS USED.. INCLUDES 15.01 INCREASE 4. ANCHOR TRUSS FOR A TOTAL TENSION 922- 638 PLI PER PAIR HORIZONTAL LOAD OF 290 LES. LATERAL aRACINC: SHEAR 838- 472 PLI PER PAIR TOP CHORD - CONTINUOUS BTM CHORD —CONTINUOUS TRUSS SPACING - 20.0 IN. LOAD CASE '41 LUMBER. STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CRD 2010 10.0 BTM CHU 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 253 '3- a H 190 3- a_ . C 63 3- B LEFT RIGHT !iEEL 31N - 8SX MEMBER FORCES (LBS) TOP CHORDS A-B - 0 T BOTTOM C30RDS WEBS DL.LL DEFL - 0.30• IN A-B LL DEFL . BRG-SPAN/360 SPAN/DEFL (DL.LL) - 256 JT TYPE PLATE SI2E Y Y A 2002 5.00 X 5.60 0.0 1.5 a C L• O �4J•�yF a 66910419 STATE OF 4 C"y%ONAL MAY 2 8 19" 05/28/98. TUE 14:22 FAX 3177383440 DAVIDSON IND. 16 018 1 3 SCA1 110 006.6564 10910 01ZZARING " FAIRFAX III-D" D230SF 9 TCI 11-10 I 11-05-00 9C 0 11.OS-00 APPROX. TRUSS WEIGHT: 40.2 POUNDS UniS[ar -- version 39.5.2 NOTES: RUN DATE: 5-17-56 1- TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES CSI SIZE LUMBER PH 2. ANALYSIS CONFORMS TO TOP 0.57 2X 9 225OF1.9 2260 UBC (TPI-85 6 NDS-91). LUMBER STRESS INCSz_ASE: 15.04 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS $PACING - 24.0 IN. LOADING LIVE DEAD [PSF) TOP CHD 20.0 10.0 HTM CHD 0.0 10.0 TOTAL 20.0 20.0 40.0 EXCEPTIONS: LINEAR VARIATION ALONG A-B AT A 0.0 0.0 AT 3 71-0 36-0 ' SUPPORT CRITERIA jT REACT WIDTH JT REACT WIDTH LBS IN-SX LES LN-SR•-- A 407 3- B E 814 3- 9 MEMBER FORCES (LBS) TOP CHORDS BOTTOM CHORDS WEBS DL-LL DEFL - 0. W IN A-8 LL DEFL a BRG-'a PAN/3u0 SPAN/DEFL (DL-LL) . 265 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH SEE-LOK CORPORATION GRIP BASED ON SYP LUMBER o® 01STF'9F3�� Q� NO. W910419 STATE OF 'aj �DI/S`P �•.�35NJNA>-�d- MAY 2 8 1996 05/28/96 TUE 14:21 FAX 3177383440 DAVIDSON IND- Z 017 SPAN OB 4IIA1L2.2R 70 00 P1-110 100 0 10000 JZARING " FAIRFAX III-D" D230SF u, 3C 5XS.6= i 12-00 1 3-07-09 1 3-07-08 1 12-00 7-03-00 APPROX_ TRUSS WEIGHT: 39.0 POUNDS UniS[az -- version 39.5.2 PLATING CONFORMS TO TPI NOTES: RUN DATE: 5-17-96 (GROSS AREA METHODI 1. TRUSSES MANUFACTURED BY - VERIFY PLATE VALUES WITH DAVIDSON INDUSIRIES CSI SIZE LUMBER FR TEE -LOX CORPORATION 2. ANALYSIS CONFORMS TO TOP 0.22 2X A SP•02 1500 GRIP BASED ON SYP LUMBER DEC (TP2•a5 k NDS-91). BIM 0.39 '-x'8 SP-01 1650 PLATES - 20 GAUGE ST-20 3, WIND LOADS - URC.1988 EDITN WES 0.79 2X i SP-43 850 GRIPPING 515-409 PSI PER PAIR TRUSS IS DESIGNED AS A INCLUDES 15_aY INCREASE MAIN WIND•FORCE RES SYSTEM LATERAL 3RACING1 TENSION 922- 5R8 PLI PER PAIR WIND SPEED - 90 MPH TOP CHORD . CONTINUOUS SHEAR 838- /72 PLI PER PAIR MEAN ROOF HEIGHT - 25' BTM CHORD - CONTINUOUS EXPOSURE CATEGORY - C TRUSS SPACING - 23.0 IN. JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY . 1 A 2001 3.00 X 5-iO {.a 2.7 3. PREVENT TRUSS ROTATION AT LOAD CAs'e ¢1 B 3001 5. 00 X 6.50 CTR 2.2 ALL BEARING LOCATIONS. LUMBER STRESS INCREASE: 15.0% C 2001 3.00 X S.iO 4.4 2-7 S- FASTEN TRUSS TO BRG A LOADING LIVE DEAD (PLY) D 3001 3.00 X 5.60 CIE CTR FOR 612 LBS OF UPLIFT. TOP CHD 40.0 2C.0 WHILE PERMITTING NO UPWARD 37M CHD 299.2 319.2 MOVEMENT OF WALL OR BRG. TOTAL 339.2 139..2 678.3 u. FASTEN TRUSS TO BRG C SUPPORT CRITERIA FOR 612 LBS OF UPLIFT. JT REACT WIDTH JT REACT WIDTH WHILE PERMITTING NO UPWARD LBS IN-Sx LBS IN-SX MOVEMENT OF WALL OR BRG. A 2458 3- 9 C 245a 3- 8 7, GIRDER CONDITION: COMMON GIRDER TYPE - LEFT RIGHT TIE-IN TRUSSES ON BTM CHD HEEL 1IN - L4sx IIN - lasx WITN SPAN OF 31.917 ft. 8. USE PROPERLY RATED HANGERS MEMBER FORCES (LBS) FOR LOADS FRAMING INTO TOP CHORDS GIRDER TRUSS- A-B 1921 C. B-C 1921 C BOTTOM CRoR s o Ne, A-D - 1476 T D-C - 1476 T '® weas D-3 2242 CQO,1 R1c3�9 DL-LL DEFL - 0.04' IN B-C 809704i9 LL DEFL - 0.02' . HAG-SPAN/360 STATE Q� SPAN/DEFL IDL-LL) - 999 e A y� 9 MAY 2 8 1996 05/28/96 TUE 14:21 FAX 3177383440 DAVIDSON IND- Z 016 QUAIj TYPE SPAN PI -El OVERHANGS. JOB MARK 10 MONO 190608 8 0 0 ZARING " FAIRFAX III-D" D230SF 13-07-02 DG 24-00-09 H0 4-07 4z4= SO 13-04-0 'A'a 1p, 12 a TCI 19-10-00 Sc 19-a6-08 19-10-aD APPROX. TRUSS WEIGHT: 118.1 POUNDS Uni SC3! -- Version 39.5.2 RUN DATE: 5-17-96 CSI SIZE LUMBER 1.15F8 TOP 0.52 2X 4 SP-42 1720 SIN 0.02 2X 4 SP-42 L720 WBS 0.50 2X 4 SP-02 1720 EXCEPTIONS: E-D ix 4 SP-43 980 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS 3TM CHORD - CONTINUOUS ONE BRACE - F-C C-B TRUSS SPACING - 24.0 IN. LOAD CASE 81 LUMBER STRESS INCREASE: 15.OV LOADING LIVE DEAD (PSF) TOP CUD 20.0 10.0 3TM CHD 0.0 LO.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH La LES IN-SX A PIN 0 793 3- B a HORZ RLR 0 793 3- 8 OL-LL DEFL - 0.44• IN F-B LL DEFL - 0-02- . BRG-SPAN/360 SPAN/DEFL (DL-LL7 • 544 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LQK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING 515.409 PSI PER PAIA INCLUDES 15.0% INCREASE TENSION 922- 688 PLI PER PAIR SHEAR 838- 472 PLI PER PAIR JTTYPE PLATE SIZE X Y A 2001 3.00 X 4.00 4.9 3.2 B 4200 3.OD X 8.00 C 4010 5.00 X $.60 CTR. CTR D 1010 4.00 X 4.00 CTR CTR £ 1001 2.00 X 4.00 CTR CTR F L110 6.00 X 7.20 CIA CTR LEFT RIGHT REEL OIN - 4SX 60910419 MEMBER FORCES (LB5) S7,TE OF TOP CHORDS c Q A-E 892 C E-F F-S - 10o CW- BOTTOM CHORDS ��/Q1AL A-D - 742 T 0-C 381 T WEBS / �f E-D 324 C D•F - 493 T F-C - 623 C C-B 588 1 ),Ll = NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (TPI-86 s NDS-911. 3. WIND LOADS - UBC.1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEIGHT - ZS' EXPOSURE CATEGORY C OCCUPANCY CATEGORY - 1 4. END VERTICAL(S) NOT DESIGNED FOR WIND EXPOSURE- 5- UNBALANCED LOADS CHECXED (UNHLN LD FAG - 1.0. 0.0I. 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 471 LRS- 7. FASTEN TRUSS TO BRG 3 FOR 348 LBS OF UPLIFT, WHILE PERMITTING NO CPWARO MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1,ALL CONTINUOUS LATERAL. BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION. SEE RIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. MAY 2 8 199, 05/28/96 TUE 14:20 FAX 3177383440 ,,--QIIAN,TYPE SPAN Pl-Hl OVE 6 SCIS 160408 8 10000 7.10-09 2-07-09D VIDSON OIZARING - QJ 015 IRi1RK -Dn D230SF S z5.6= DG 13-08-15 3 DC 9_04-12 BC 8-02-04 8-02-04 16-01.08 APPROX. TRUSS WEIGHT: 86.7 POUNDS UnlScar -- Version 39.5-2 RUN RATS: 5-17-96 CST SIZE LUMBER 1-15FB TOP 0.37 2X 4 SP-42 1720 BIM 0.56 2X 4 Sp-R2 1720 -ass 0.36 2X 4 52-43 980 EXCEPTIONS: B-C 2X 4 SP-R2 1720 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - B-C TRUSS SPACING - 24.0 IN. LOAD CASE Al LUMBER STRESS INCREASE: 15.Ok LOADING LIVE DEAD (PSF) Top CHD 20.0 10.0 RIM CHD 0.0 1a.0 - TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA ,3T TYPE HORZ nRT WIDTH LBS LBS IN -EX. A PIN a 655 3- B C HORZ RLR 0 654 3- B LEFT RIGHT REEL OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-F - 1421 C F-B - 1099 C B-E - 127 T BOTTOM CHORDS A-O - 1252 T O-C - 390 T WEBS F-D - 319 C D-B - 991 T e_C - 657 C C-E - 154 C OL+LL DEFL - 0.30- IN D-C LL DEFL - 0.05- < BRG-SPAN/J6U SPAN/DEFL lDL-LL) - 664 PLATING CONFORMS TO TPI ;GROSS AREA METHOD) VERIFY PLATE VALUES WITH SEE -LOX CORPORATION GRIP BASED ON SYP LUMBER PLATES - 2C GAUGE ST-20 GRIPPING SIS-409 PSI PER PAIR INCLUDES 15.01 INCREASE TENSION 922- 688 PLI PER PAIR SHEAR 832- 472 PLI PER PAIR TT TYPE PLATE SIZE X Y A 2101 3.00 X 4.00 6.0 2.6 3 3910 5-.00 X 5.60 CTR 2.3 C 4214 a.00 X SAO CTR CTR D 6010 6.00 X 7.20 CTR CTR E 4100 2.00 X 4.00 CTR CTR F 1001 2.00 X 4.00 CTR CTR Q x0- C 4XS.nC NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC CTPI-85 L NUS-91). 3, WTND LOADS - USC.L9BB EDITN TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEIGHT - 29' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 4, UNBALANCED LOADS CHECKED (ONBLN LD FAC - 1.0. 0.0)- 5. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 238 LBS- FASTEN TRUSS TO BRG A FOR 154 LBS OF 'UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG C FOR 146 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIREC_ION. SEE RIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. 1 41, •%IOi?ALr +v / MAY p 8 1996 -L 05/28/.98 TUE 14:20 FAX 3177383440 DAVIDSON IND- O nlA N TYPE SPAN PI-H1 OVERHANGS JOB I MARK-1 ,.QUA 4.2 220605 8 10000 0 ZARING " FAIRFAX III-D" D230SF n�71 DO 13-US-15 a 0 M 16-04- 16-04-08 4X4= B DO 9-04-12 nc_n - H 3X411 APPROX. TRUSS WEIGHT: 109.0 POUNDS UDISCSL -- VOr910n 39-5.2 RUN DATE: S-L7-96 CST SIZE LUMBER 1.1577E TOP 0.37 2X a SP-82 1720 9TH 0.59 2X 4 SP-92 1720 WES 0.23 2X 4 SP-921720 EXCEPTIONS: H-G 2X a SP-43 980 REPETITIVE MEMBER STRESS USED. LATERAL SPACING: IOP CHORD - CONTINUOUS DIM CHORD CONTINUOUS TRUSS SPACING - 24..0 IN LOAD CASE p1 LUMBER STRESS INCREASE: 15-01 LOADING LIVE DEAD (PSF) TOP CBD 20-0 10.0 BIM CHU 0.0 10.0 TOTAL 20.0 20.0 40.0 •-- SUPPORT CRITERZA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 655 3- 8 R GSS 3- 8 LEFT .RIGHT HEEL DIN - 4SX MEMBER FORCES )LBS) TOP CHORDS A-E It SG7 C £-B 369 C B.G 369 C BOTTOM CHORDS A-D 555 T O-H - 66 C WEBS E-D - 302 C O-B - 129 T D-G - 394 T H-G - 604 C OL-LL DEFL - 0.11' IN A-D LL DEFL - 0.01- < BRG-SPAN/360 SpAN/DEFL (DL-LLI - 629 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES.- 20 GAUGE ST-20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.02. INCREASE TENSION 922- 688 PLI PER PAIR SHEAR 838- 472 PLI PER PAIR .TT TYPE PLATE SIZE X Y A 2901 3.00 X 4.00 4.6 3-2 B 3001 4..00 X 4.00 CTR 2.2 0 1070 3..00 X10.40 CTR CTR E 1001 2.00 X 4.00 CTR CTR G 4110 3-00 X 4.00 CTR CTR H 4D00 3-00 X 4.00 CIE. CTR NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2- ANALYSIS CONFORMS TO UBC (TPI-a5 4 NDS-5l)- 3. WIND LCADS - UBC,1986 EDITN TRU5S IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - OCCUPANCY CATEGORY - 1 4. UNBALANCED LOADS CHECKED (UNELN LD PAC It 1.0. 0.0). 5. ANCHOR TRUSS FOR A TOTAL HORIZONTAL. LOAD OF 233 LES. 6. FASTEN TRUSS TO BRG A FOR 154 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 7. FASTEN TRUSS IO ERG H FOR Lab LDS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF HALL OR BRG. xx 1. v a\STF9 a QF' NO. , 60910419 STATE OF MAY 2 8 1996 05LZ8/98 IUE 14:IV k.AA 3177383440 DAVIDSON IND- U013 QUAN4TYPE SPAN P1-H1 OVERHANGS 1 Sp 311100 8 10000 10000 JOB ZARING - FAI"AX ZSI-D" D230SF MARK a N7.2= 3x5.s DG 12-02-12 DO 12-02-12 a , I RO 4-07 Ho 4-07 12 a �a� 3 2xa �i H ,T 7-00-07 T 5Z -3 2-07-09F 4 Sx10.4 A Sx6 .4= 91 SE-18-9x10.4 = 92 0 K - 18E 2x4l/ a � G 23 /\ 12 Bz10= - +xa- U o T I S -Q 1G-Go-oo 11-u-0o 10-00-00 - ICI act B-Dx-Da 7-IC-12 15-1D-00 1 � 31-11-0a _I ` APPROX. TRUSS WEIGHT: 182.8 POUNDS Oniszar -- version 39.5-2 MEMBER FORCES (LBS) NOTES: 1. TRUSSES MANUFACTURED BY - RUN DATE: 5-17-96 F-B 2963 T B-E - 294 C DAVIDSON INDUSTRIES E-I 550 C E-C a T G-C - 488 T G-J - 210 C 2. ANALYSIS CONFORMS TO C5I SIZE LUMBER PH . . UBC (TPI-85 sNDS-91) SOP. O.a3 2X 6 SP-kl 1650 0.67• F-E 3_ BUILDING DES IGNEA LS BTM 0..98 2X 6 SP-41 1650 DULL DEFL • IN BRG-SPAN/360 RESPONSIBLE FOR ADEQUATE Was 0.59 2X a SP-42 1500 LL DEFL - 0-29- c DESIGN OF TRUSS TO BRG WDGiA 2X a SP-82 OL.LL HORZ - 0.34' AT D PLATE CONNECTION WHICH EXCEPTIONS: SPA N/DEFL (DL,") - 567 ALLOWS 0.34 jNCHES OF A-H 2X 4 SP-e1 1850 PLATING CONFORMS TO TPI RORZ, MOVEMENT AT JOINT D H-B A-K X-F SAME AS A-H (GROSS AREA METHOD) 4- PREVENT TRUSS ROTATION A'I C-,T 2X 4 SF-42 1500 ALL 3EART-NG LOGTIONS. J-D F-E SAME AS C-J VERIFY PLATE VALUES WITH S. PROVIDE DRAINAGE TO K-H 2X 4 SP-X3 850 TEE-LOE CORPCRATION PREV�ENT WATER ?ONDING. H-F G-J SAME AS X-H GRIP BASED ON SYP LUMBER LUMBER STRESS INCREASE: 15.0% PLATES - 20 GAUGE ST-20 R PAIR FABRICATOR NOTES: LATERAL BRACING: TOP CHORD - CONTINUOUS HIM CHORD - CONTINUOUS ONE BRACE - 0-E TRUSS SPACING - 24.0 :N. LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 BTM CHO 0.0 10.0 TOTAL 20.0 20.0 40.0 EXCEPTIONS: I-C 42.0 21.0 E-D 0.0 21.0 CONCENTRATED LOADS (LBS) C 61. SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH L2S IN-SX LBS IN-SX. A L173 3- 8 D 2326 3- 8 i' LEFT RIGHT HEEL 0IN - 3SX GIN - 3SX MEMBER FORCES (LHS) TOP CHORDS A-R - 5545 C H-B - 5036 C B-I - 2795 C I-C - 2765 C C-J - 3306 C J-D - 3569 .0 BOTTOM CHORDS A-K • 4844 I K•F 4801 T F-E - 3109 T E-G - 2762 T G-0 - 2982 T WEBS X-H - 104 1 H-F - 391 C GRIPPING515-409 PSI PE INCLUDES 15.04. INCREASE TENSION 922- 668PLI PER PAIR SHEAR 838- 472 PLI PER PAIR JT TYPE PLATE SIZE X Y A -2-PLATES ON EACH SIDE. 41 2102 5.00 XID.40 6.1 1.0 p2 1A. x 5.00 9 5110 6.00 X 7.20 CTR CTR C 5151 6-go X 7.20 CTR CTR D 2015 5-00 X 6-40 7.1 5.4 E 5170 9.00 X10.00 3.2 CTR G 1050 4.0a X 4.00 CTR cT H 1030 4.00 A4.00. CTR CTR I lool 3.00 X 5.60 CTR CTR J Loa, 2.00 X 4.00 CTR CTR X 1001 2.OD X 4:Oo CTR CTR PLATES - 18 GAUGE SE-18 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.Oi INCREASE TENSION 1172- Big PLI PER PAIR SHEAR 870- 494 PLI PER PAIR JT TYPE PLATE SIZE X Y F 6010 %.Go X10.a0 CTR 3.7 1-ALL CONTIWOUS LATERAL. BRACES MUST BE RESTRAINED To PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCXLE IN THE SAME DIRECTI-ON. SEE HIB-91 SUMMARY SHEET FRAME a (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. I s ,, H B,'� -a Q NO- 50gt0d19 57aTE OF ��'L41AVP. e 4.$e MAY 2 8 1996 .05/28/96 TUE 14:19 FAX 3177383440 DAVIDSON IND. 7:QgP4;ITYPE SPAN Pl-Hl OVERHANGS JOB MARK 1 SP 311100 8 10000 10000 ZARING " FAIRFAX III-D" D230SF DO -4-03-15 OG 14-03-IS NO 4.O7 - HO 4-07 T 12 9� 2xi� 7 2xa II � H I 8-02-07 I. 4 5 1 2-07-09F 3 1 T 3x1O i % F 6 A 6x7.2 31 02 D -f a 83 G Q 12 A-9 -= 4x4= 0 3C i 9-02-04 B 7-10-12 APPROX. TRUSS WEIGHT: ❑niitar -- Ver3ion 39.5.2 RUN DATE: 5-17-96 CSI SIZE '.LUMBER 1.15FB TOP 0.12 2X 4 SP-82 1720 BIM 0.94 2X a SP-82 1720 WBS 0.44 IX 4 92-42 172C EXCEPTIONS. B-C 2X 6 SP-41 LOOD H-F 2X 4 SP-03 960 G-1 SAME AS H-F REPETITIVE MEMBER STRESS USED. LITERAL BRACING: TOP CHORD - CONTINUOUS STM CHORD - CONTINUOUS ONE BRACE - S-E TRUSS SPACING - 24.0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CRD 20.0 10.0 HIM CHD 0.0 10.0 -TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT TYPE BORZ VERT WIDTH'"- LBS LBS IN-SX A PIN 0 1276 3- 6 D HCRZ RLR0 1276 3- B LEFT RIGHT HEEL OIN - 3sx OIN - 35X MEMBER FORCES (LBS) TOP CHORDS A-H - 3575 C H-B 3266 C B-C - 1234 C C-I 1864 C I-D L965 C BOTTOM CHORDS .4-F - 3125 T F-E - 1541 T E-G - 1182 T G-D - 1552 T WEBS H-F - 313 C F-B 22C4 T S-E • 509 C E-C - 211 T C-G - 631 T G-T 353 C DL.LL DEFL - 0.54• IN F-E LL DEFL • 0.19" < BRG-SPAN/360 SPAN/DEFL (DL.LL) • 706 6x7.2= C 31-11-00 1Tirl�If3N4\nI PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERITY PLATE VALUES WITH TEE-LDK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING S1S-409 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 922- 686 PLI PER PAIR SHEAR 338- 472 PLI PER PAIR JT TYPE PLATE SIZE x Y A 2101 3.00 XI0.40 7.0 2.2 B 5110 6.00 X'7.20 CTR CTR C 5110 G.00 X 7.20 CTR CTR 0 2001 3.00 X 5.60 4.9 2.6 E 5110 5..00 X 5.60 CTR CTR F 6010 6.00 X 7.20 CTR 3.6 G 1030 4-OO X 4.DO CTR CTR H 1001 2.00 X 4.00 CTR CTR I 1001 2.00 X 4.00 CTR CTR �. Hein T 40, 60910419 STATE OF 15-i0-00 NOTES: 1. TRUSSES MANUFACTURED BY - DAVI➢SON IN)USTRT-ES 2. ANALYSIS CONFORMS TO UHC (7PI-85 & NDS-91). 3. WIND LOADS - UBC.1988 ED ITN TRUSS IS DESIG ZD AS A MAIN WIND -FORCE RES SYSTEH WIND SPEED - 90 MPH MEAN ROOF '[EIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 4- UNBALANCED LOADS CHECKED (UNBLN LD FAC . 1.0. a 0). S. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 6. FASTEN TRUSS TO BRG A FOR 302 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR SEG. 7. FASTEN TRUSS TO SRO 0 FOR 269 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO P0.EVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCXL-c IN THE SAME DIRECTION. SEE RI3-51 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS. MAY 2 6 1996 .,„.05/28/96, TUE 14:18 FAX 3177383440 DAVIDSON IND. Q 011 QTAI'T :TYPE SPAN Pl-Hl OVERHANGS JOB MARK 1 SP 311100 8 10000 10000 ZARING - FAIRFAX III-D" D230SF BC ax5.6= ax5.6= A C DG 17.-11-04 n.°" 2x4 tl Do zasD❑ 7-10-13 31-11-00 APPROX. TRUSS WEIGHT: 198.8 POUNDS UniSCAr -- Version 39.5-7- RUN DATE: 5.17-,96 CSI SIZE LUMBER 1.15FB TOP 0.7% ZX i SP-82 1720 ;TM 0.94 2X 4 SP-42 172C WBS 0.72 2X 4 SP-k2 1720 EXCEPTIONS: H-F 2X 4 SP-93 580 F-I G-J SAME AS H-F REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - I-E Z-J TRUSS SPACING - 24.0 IN. LOAD CASE 41 LUMBER STRESS INCREASE: 15.01 LOADING LIVE DEAD (PST) TOP CBD 20.0 10.0 STM CHO 0.0 10.0 TOTAL 20-0 20.0 40.0 SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LBS LBS IN-Sx A PIN 0 1276 3- 8 D HORZ RLR 0 1276 3- 8 LEFT RIGHT HEEL 02N - 3SX OIN - 3SX MEMBER FORCES (LSS) TOP CHORDS A-H - 3623 C R-I - 3257 C I.B - 1165 C B-C - 1024 C C-J - 1184 C J-D - 1746 C BOTTOM CHORDS A-F - 3166 T F-E - 1952 T E-G - L449 T G-D - 1449 T WEBS H-F - 222 C F-1 - 2054 T I-E - 1323 C B-E - 444 T E-C - 375 T E-J - S48 C G-J - 159 7 OL-LL DEFL - 0,54• IN F LL DEFL - 0.19- < BAG-SPAN/360 SPAN/DEFL (DL.LL) - 706 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLAIE VALUES WITH SEE-LOK. CORPORATION GRIP BASED ON SYP LUMBER PLATES - 2D GAUGE ST-20 GRI?PING 51S-409 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 922- 688 PLI PER PAIR SHEAR 438- 472 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2101 3,00 X10.40 7.0 2.1 B 5101 4,00 2 5.60 2.6 1.9 C 5101 4.00 X 5.60 2.6 1.7 D 2001 3.00 X 5,60 4.7 2.7 E 5093 5.00 X10.40 2.9 2.5 F 1010 6.00 X 7.20 CTR 3.7 G 10a1 2.00 X 4.00 CTR CTR H 1001 2.00 X 4.00 CTR CTR b 1010 5.00 X9.40 CTR CTR J 1050 4.00 X 4-00 CTR CTR k.- 09-00 15-10-00 NOTES: 1. TRUSSES MANUFACTURED 3Y GAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (TPI-95 4 IDS-91). 3. WIND LOADS - 13BC.L999 EOITN TRUSS IS DESIGNED AS A MAIN RIND -FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEIGHT EXPOSURE CAIEGORY - C OCCUPANCY CATEGORY - 1 a. UNBALANCED LOADS CHECKED (UNBLN LD FAC - 1-0, 0-0;- S. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 6, FASTEN IRUSS TO BRG A FOR 238 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG 0 FOR 278 LESS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR 3RG. FABRICATOR NOTES: S.ALL CDNTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION. 'SEE HIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS, MAT 2 8 1996 05/28/96 TUE 14-17 FAX 3177383440 DAVIDSON IND- Quo JOB 1 SP 311100 8 10000 10000 11-00-02 2-07-a 9F aC DO 19-04-11 6- 1S-11 10- " FAIRFAX III-D" B 31-11-00 APPROX. TRUSS WEIGHT: 174.7 POUNDS 15-09-is DG 19-04-11 JO a_07 UniStar -- V-rsi= 29.5.2 - DL.LL DEFL - 0.97• IN F-D NOTES! LL DE - 0.20" BRG-5@AN/360 1. TRUSSES MANUFACTURED 3Y - RUN DAIS: 5-17-96' DL.LL HORZ - 0.26' AT C DAVIDSON INDUSTRIES C31 SIZE LUMBER 1.15F2 SPAN/DEFL (DLr LL) - 671 2. ANALYSIS CONFORMS TO UBC (TPI-85 s N- S-91)- TOP 0.33 2X 4 SP-%2 1720 PLATING CONFORMS TO TPI 3. WIND LOADS - UBC,1988 EDITN BTM C.96 2X 4 SP-02 1720 TRUSS IS DESIGNED AS A WBS 0.76 2X 4 SP-MZ 1720 (GROSS AREA METHOD) VERIFY PLATE VALUES WITH MAIN WIND -FORCE RES SYSTEM EXCEPTIONS: 2X SP-43 990 TEE -LOX CORPORATION WIND SPEED - PO MPH G-F 4 F-H S-J SAME AS G-F GRIP BASZD.ON BY? LUMBER MEAN ROOF HEIGHT - 25' REPETITIVE MEMBER STRESS USED. PLATES - 20 GAUGE ST-20 EXPOSURE CATEGORY - GaIPPING 515-409 PSI .PER PAIR OCCUPANCY CATEGORY - 1 INCLUDES 15-at INCREASE A. UNRAIANCED LOADS CHECKED WTERAL BRACING: CHORD - CONTINUOUS TENSION 922- 638 PLI PER PAIR IUNBLN LD PAC - 1.0. 0.0). TOP BTM CHORD - CONTINUOUS SHEAR 836- 472 PLI PER PAIR S. BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE ONE BRACE - H-D D-L JT TYPE PLATE SIZE X Y DESIGN OF TRUSS TO BAG TRUSS SPACING - 24.0 IN- 7.0 2.3 PLATE CONNECTION WHICH A 2101 3.00 X10.40 B 3001 5.00 X $.60 CTR 2-3 ALLOWS 0.2E INCHES OF LOAD CASE Al X 5.60 4.9 2.6 WORE, MOVEMENT AT JOINT C LUMBER STRESS INCREASE: 15-01k C 2001 3.00 6, FASTEN TRUSS TO ERG A LOADING LIVE. DEAD (PSF) D 5093 5.00 X10.40 4-S 2.2 FOR 201 LBS OF UPLIFT. TOP CHO 20.0 10-0 -•- E 1010 3-00 X 4.00 CTR CTR WHILE PERMITTING No UPWARD BIM CHD 0.0 10.0 F 6010 6,00 X 7.20 CTR 3.7 LBRG. MOVEFASTMENT OF WALL TOTAL 20.0 20,0 40.0 G 1001 2.00 X 4.00 CTR CTR 7 TO BOR SUPPORT CRITERIA H 1110 5.00 X 9.00 CTR 3.0 FOR 291 LBS OF UPLIFT. JT REACT WIDTH JT REACT WIDTH I 1110 5.00 X 5.60 CTR 3.0 WHILE PERMITTING NO UPWARD LDS IN-SX LBS LN-SX J 1001 Z.aO X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. A 1276 3- 8 C 1276 3- 8 FABRICATOR NOTES: LEFT RIGHT I.ALL CONTINUOUS LATERAL REEL OIN - 35X OIN - 35X - �.• �g/' BRACES MUST BE aESTRAINED Q 8A TO PREVENT LATERAL MOVEMENT MEMBER FORCES (LBS) �Q�o�sTFq J� OF THE BRACE IF ALL BRACED TOP CHORDS ND- +, MEMBERS BUCKLE IN THE SANE A-G - 3688 C G-H - 33J3 C DIRECTION. SEE RIB-91 H-B - 1154 C B-I - 1166 C ^. 60910419 SUMMARY SHEET FRAME 4 I-J - 1677 C J-C - 1861-C STATEOF (ORANGE SHEET) OR BUILDING BOTTOM CHORDS A-F 1234 T F-D - 176S T n;uG, �(jF• 44,/J DESIGNER REpUIREMENTS. D-E - 1258 T E-C - 1553 T WEBS '<n�rau•T - G-E - 323 C F-H - 2169 T H-D 1203 C B-D 975 T / D-x - Sao C 1-3 - 407 T i�L MAY 2 8 1996 E-J 272 C 05/28/96 TUE 14:17 FAX 3177383440 DAVIDSON IND. a ODW QpA�N TYPESPAN P1-111 OVER11"GS I JOS HARK 1{SP 311100 8 10000 10000 ZARING " FAIRFAX III-D" D230SF b l DO '9-04-11 8-02.04 09 1-10-13 APPROX. TRUSS WEIGHT: U,istac -- ve_sian 39.5.2 RUN DATE: 5-17-96 CSI SIZE. LUMBER 1.15FB TOP 0.33 2X 3 SP-42 1720 BIM 0.96 2X i SP-42 1720 Was 0.76 2X 4 SP-R2 L72C EXCSPTIONS: G-F 2X 4 SP-93 380 F-R E-J SAME AS G-F REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE aR cE: - H-D D-I TRUSS SPACING - 24.0 IN. LOAD CASE 91 LUMBER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 BTM CHD 0.0 10-0 TOTAL 20.0 70.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LEE IN-SX LBS IN-SX,-- A 1276 3- 8 C 1276 3- 9 LEFT RIGHT HEEL DIN - 3SX GIN - 35X MEMBER FORCES (LBS) TOP CHORDS A-G - 3688 C G-H 3333 C H-B - 1154 C B-I - 1165 C I-J 1677 C J-C 1861 C BOTTOM CHORDS A-F 3234 T F-0 1765 T D-E - 1258 T E-C • 1553 T WEBS G-F • 323 C F-H • 2169 T H-D - 1203 C B-D 975 T D-I $00 C I-E 4a7 T E-J - 272 C OL,LL ➢EFL . 0.57• IN F-D LL DEFL • 0.20" c SRG-SPAN/360 DL.LL BORE - 0.26- AT C SPAN/DEFL (DL-LL) • 671 9 1- - - 1x4= 31-11.00 174.5 POUNDS PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP, BASED ON SYP LUMBER. PLATES - 20 SAUGE ST-20 GRIPPING 515-409 PSI 2ER PAIR INCLUDES 15.01 INCREASE TENSION 922- 69B PLI PER PAIR SHEAR 836- 472 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2101 3.00 X10.40 7.3 2.3 B 3001 5.00 X 5.60 CTR 2.3 C 2001 3.00 X 5-60 4.5 2.6 D 5093 5.00 X10.40 4.5 2-2 B 1010 3-00 K 4.00 CTR CTR F 6010 5.00 X. 7.20 CTR 31.7 G 1001 2.00 % 4.00 CTR CTR E 1110 ;.Go X 8.00 CTR 3.0 I 1010 4.00 X 4.00! CTR CTR J 1001 2.00 X 4.00 CTR CTR DG !9-Oi-13 Vl1 9_(iy 15 6= NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2- ANALYSIS CONFORMS -0 UBC (TPI-85 6 NDS-91). 3, WIND LOADS - USC-1988 EDITH TRUSS IS DESIGNED AS .4 MAIN WIND -FORCE TES SYSTEM WIND SPEED - 90 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 4.. UNBALANCED LOADS CHECKED (UNBLN LD FAC • 1.0, 0.0)- 5. BUILDING DESIGNER 15 RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO ERG PLATE CONNECTION WHICH ALLOWS 0-26 INCHES OF MORE. MOVEMENT AT JOINT C 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 112 LaS- 7. FASTEN TRUSS TO ERG A FOR 283. LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 8- FASTEN TRUSS TO ERG C FOR 258 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG- r t He��s `p15TE q3? NO. 60910419 STATE OF )P ZONAL �~11 MAT 2 8 1996 FABRICATOR NOTES: i.ALL CONTINUOUS LATERAL BRACESS MUST BE RESTRAINED TO PREVENT. LATERAL MOVEMENT OF THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION.. SEE HIB-91 SUMMARY SHEET FRAME 4 (ORANGE SHEET) OR BUILDING DESIGNER REQUIREMENTS- 2.80TTOM CHORDS WITHOUT SRT-G DIRECTLY APPLIED (SUCH AS IN FILLER AREAS) TO HAVE BRACING PER THE REQUIRMENTS OF THE •LATERAL BRACING:' SECTION OF THIS CRANING - WHERE DRYWALL OR OTHER SHT-G IS DIRECTLY APPLIED THE PERMANENT BRACING CALLED FOR ON THE BOTTOM CHORD NEED NOT BE APPLIED- 3-ALLFILLER AND BLOCKING STRUCTURALMEMBERS TA PART OT ANALYSIS70BE PLATED WITH 1-S^ x 4• PLATES MINIMUM. UNLESS NOTED OTHERWISE. u0/co/Bo IUC 14:16 rAA J11/J5s44U DAVIDSON 1ND. U 008 nQITANj'TYPE SPAN P1-H1 OVERH JOB MARK 1 SP 311100 8 10000 10000 ZARING - gAIRFAX III -Du D230SF DC 19-04.11 BC is- -04 13 APPROX. TRUSS WEIGHT: 175.8 POUNDS UaiSCar -- Version 39.5.2 RUN DAIS: 5-17-96 CSI SIZE LUMBER 1-ISFB TOP 0.33 2X 4 SP-42 1720 BTM 0-96 2X 4 SP-42 1720 WSS 0.76 2X 4 511-42 1720 EXCEPTIONS: G-F ZX 4 SP-43 960 F-H S-J SAME AS G-F REPETITIVE MEMBER STRESS USED - LATERAL BRACING: TOP CHORD - CONTINUOUS 97M CHORD - CONTINUOUS ONE SPACE - H-D D-I TRUSS SPACING - 24.0 IN. LOAD CASE 01 LUMBER STRESS INCREASE: 15.Ox LOADING LIVE DEAD (PSF) TOP CHU 20.0 10.0 BIM CHD 0-0 10-0 TOTAL 20.0 20-0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX..- A 1276 3- 9 C 1276 3- 8 LEFT RIGHT HEEL OIN - 3SX OIN - 35X MEMBER FORCES (1351 TOP CHORDS A-G - 36B6 C G-H - 3333 C H-3 1154 C B-I 1165 C I-g _ 1677 C J-C 1961 C BOTTOM CHORDS A-F 3234 T F-D - 1765 T D-E - 1258 T E-C - 1553 T WEBS G-F 323 C F-H 2169 T H-D - L203 C. ➢-0 - 405 S 0-I S00 C I-E E-J - 272 C DL-LL DEFL - 0.57• IN F-D LL DEFL - 0.20. < BAG-SPAN/160 DL-LL HORZ - 0.26- AT C SPAN/DEFL (DULL) • 611 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE. VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES. - 20 GAUGE ST-20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.01 INCREASE TENSION 922- 688 PLI PER PAIR SHEAR 638= 472 PLI PER PAIR JT TYPE PLATE. SIZE X Y A 2101 3.00 KIO.10 7.0 2-3 S 3001 5.00 x 5.60 CIA- 2.3 C 2001 3_00 X 5.60 4.9 2.5 D 5093 5.00 X10.40 4.5 2-2 E 1010 3.03 X 4.00 CTR CTR F 9010 6.00 X 7-20 CIR 3.7 G 1001 2.00 X 4.00 CTR CIA H 1110 5.00 s 6-00 CTR 3.0 1: 1010 4:00 X 4.00 CIA CIA J 1001 2_00 X 4.00 CTR CTR L- „61,7 o�5TE ,a C NO. 60910419 STATE OF 4 MAY 2 8 1996 CC 19-04.11 HO +-07 09-LS 6= NOTES: 1, TRUSSES MANUFACTIDLED BY DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO UBC (TPI-85 : NDS-91). 3- WIND LOADS - URC.190B EDITN TRUSS 'IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - 60 MPH. MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 4. UNBALANCED LOADS CHECKED (UNBLN LD FAC - 1-0, 0-0). S. BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO BAG PLATE CONNECTION WHICH ALLOWS 0.26 INCHES OF BOAZ. MOVEMENT AT JOINT C 6. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 112 :-3S. 7- FASTEN TRUSS TO 3RG A FOR 281 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BAG- S. FASTEN TRUSS TO BAG C FOR 258 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR 3RG. FABRICATOR NOTES: 1.ALL CONTINUOUS LATERAL BRACES MUST BE RESTRAINED TO PREVENT LATERAL- MOVEMENT of THE BRACE IF ALL BRACED MEMBERS BUCKLE IN THE SAME DIRECTION. SEE HIR-91 SUMMARY SHEET FRAME DESIGNER OR LDING REQ IREMENTS NER 2.3OTTOM CHORDS WITHOUT SHT'G DIRECTLY APPLIED (SUCH AS LN FILLER AREAS) TO RAVE BRACING PER THE REOUIRMENTS OF THE •LATERAL. RRACING:" SECTION OF THIS DRAWING WHERE DRYWALL OR OTHER SHT-G IS DIRECTLY APPLIED THE PERMANENT. BRACING CALLED FOR ON THE BOTTOM CHORD NEED NOT BE APPLIED. 3.ALL FILLER AND BLOCKING MEMBERS NOT A PART OF THE STRUCTURAL ANALYSIS To BE PLATED WITH 1.5• x 4• PLATES MINIMUM. UNLESS NOTED OTHERWISE. �. <or av r�r. <3.1W rnn �1�voaau DAVIDSUN INV. zDUi QCtN+TYPE 4 6-3 SPAN 311100 Pl-Hl OVERHANGS 8 10000 10000 JOB ZARING " FASRFA.X III-D" D230SF BARK DG 19-04-11 ac Sx5.4 DO 19-04-11 B H0 4-07 00 31-11-00 APPROX. TRUSS WEIGHT: 170.8 POUNDS OniScnY -- '✓cTsion 39.5.2 PLATING CONFORMS TO SPI NOTES: IGROSS AREA METHOD) 1. TRUSSES MANUFACTURED BY - RUN DATE: 5-17-99 VERIFY PLATE VALVES WITH DAVIDSON INDUSTRIES , CST SIZE LUMBER _.15FB TEE-LOK CORPORATION 2. ANALYSIS CONFORMS TO 2X 4 SP-02 1720 GRIP BASED ON SYP LUMBER UPC (TPI-a5 6 NOS-911. TOP 0.33 2X SP-42 1720 PLITES - 20 GAUGE ST-20 3. WIND LOADS - UBC-1988 ITN BTM 0.34 i 2X 4 SP-92 1720 GRIPPING S15-403 PSI PER 9AIR TRUSS IS DESIGNED AS A WBS a.67 INCLUDES 15.01 INCREASE MAINWIND-FORCE RES SYSTEM REPETITIVE MEMBER STRESS USED. PER PAIR WIND SPEED - 90 MPH TENSION 922- 688 PLI BREAK 938- 477 PLI PER PAIR MEAN ROOF HEIGHT - Z5' LITERAL BRACING= - EXPOSURE CATEGORY C TOP CHORD - CONTINUOUS X Y Y 1 OCCUPANCY ❑- aim CHORD - CONTINUOUS. JT TYPE PLATE SIZE A05 CHECKED 4, UNBALANCED LOADS TRUSS SPACCNG - 24.0 IN. A 2001 3.00 X 5.60 4.6 2.7 (UNBLN LD FAC - 1.0. D.0). B 3010 5.00 X 5.60 2.9 2.2 C 2001 3.00 X 5-60 4.6 2.7 5, FASTEN TRUSS TO 9RG A LOAD CASE 41 D 1070 5.00 X 9.00 CTR CIE FOR 281 LBS OF UPLIFT, LIMBER STRESS INCREASE: 15.02 CTR CTR WHILE PERMITTING NO UPWARD LOADING LIVE DEAD fP5 F1 E 1070 5.00 X 8.00 MOVEMENT OF WALL OR BRG- TOP CHD 20.0 10.0 F 1001 2.00 X 4.00 CTR CTR 6, FASTEN TRUSS TO BRG C STM CHO a.0 10.0 G 1102 5,00 X 5.60 CTR 3.0 FOR 2aL LBS UPLIFT.G TOTAL 20.0 20.0 40.0 H 1102 5.00 X 5.60 CTR 3.0 PERMSTOF WHILE NO ARO SUPPORT CRI-ERIA I 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH S1 1100 3-co X 5.60 CTR 0.2 LBS IN-SX LBS IN-SX I 1276 3- 9 C 1276 3- d LEFT RIGHT PEEL GIN - 4SX OIN - aSX MEMBERFORCES(LBS) TOP CHORDS H@f, A-F - L805 C F-G 1525 C L- G-B - 15ZS C S-K - 1525 C Laos C Q� i- y H-L 1525 C I-C - POTTOM CHORDS O%STrg B 7 Q� MO_ A-E - 1502 T 2-91 931 T 51-D - 933 T D-C L502 T 60910419 WEBS STATE OF F-E - 238 C E-G - 312 C (r E-B - 76a T B-D . 768 T D-H _ 312 C 0-I 23B C - O` DL.LL DEFL - 0.40` IN A-Z LL DEFL - 0.07• a BRG-SPAN/360 SPAN/OHFL (DL-LL) - 965 MAY MAY 5 1996 05/28/96 TLTE 14:.15 FAX 3177383440 DAVIDSON IND- Z 006 ¢QAN� TYPE SPAN P1-Hl OVERHANGS JOB MARK i 1 HZPP 311100 8 10000 10000 xAUING " FAIRFAX III-D" D230SF 4X5.6= 5X6= nr. ]G-i n.ae 9 C OC 15-10-00 0 1X411 2X411 J TCj ^.� 13-00-00 5-11-OG 3C 31-11-00 -F 31.11-aa APPROX. TRUSS WEIGHT: 165-8 POUNDS UniSCar -- VcrOicn 39.5.2 RUN DATE: 5-17-9e CS: SIZE LUMBER I-L5FB TOP. 0.56 2X 4 SP-92 1720 BTM 0.50 2X 4 SP-42 1720 WBS 0.46 2X 3 SP-42 1720 EXCEPTIONS: H-: 2X 4 SP-43 900 G-J SAME AS H-T- REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOP CHORD - CONTINUOUS 3TM CHORD - CONTINUOUS TRUSS SPAC:NG - 24.0 IN. LOAD CASE q1 :UMBER STRESS INCREASE- 15.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 STM CHD 0.0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA TT TYPE RORZ VERT WIDTH LBS LBS IN-SX A PIN 0 1276 3- 9 0 HORZ RLA 0 1276 3- 9 PLATING CONFORMS TO TPI (GROSS AREA METHOD) VERIFY PLATE VALUES WITH TEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING 515-409 PSI PER PAIR INCLUDES 15.0t INCREASE TENSION 922- 689 PLI PER PAIR SHEAR 938- 472 PLI PER PAIR JT TYPE PLATE SIZE. X - A 2001 3.00 X 5.60 4-6 2.7 B SIDI 4.00 X 5.90 2-5 1.7 C 5150 5.00 X 5.00 2.2. 2.0 D 2001 3.00 X 5.60 4.9 2-7 E 1050 4.00 X 4-00 CTR CTR F 1070 5.00 X 9.00 CTR CTR G 1001 2.00 X 4.00 CTR CTR H 1001 2.00 X 4.00 CTR CTR I 1050 3.00 X 4.00 CTR CTR J 1050 3.00 X 4,00 CTR CTR S1 1100 3.00 X 5.60 CTA 0.2 roan NOTES: 1. TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2. ANALYSIS CONFORMS TO OBC (TPI-95 4 NDS-911. 3- WIND LOADS - UBC.1986 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCS RES SYSTEM WIND SPEED - BO MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - . i. UNBALANCED LOADS CHECKED (UNBLN LD FAC - I-0. 0.01. 5. FASTEN TRUSS TO BRG A FOR 291 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BOG, 6. FASTEN TRUSS TO BRG D FOR 273 LBS OF UPLIFT. WHILE PERMITTINGNOUPWARD MOVEMENT OF WALL OR BRG. LEFT RIGHT REEL GIN - 4SX GIN - 4SX MEMBER FORCES !LDS) TOP CHORDS A -I • 1907 C L-B - 1356 C 9-C 1125 c C-J - 1356 c 9 98 J-D 1907 c ��ie ��y\STEq 3p BOTTOM CHORDS i A-H 1500 T R-F 1500 T -2 Q- NO- F-sl. 1125 T SI-E - 1125 T M910419 E-G L500 T G-D - 1500 T STATE OF WEBS O H-1 - 130 T I-F - 461 C c-B 391 T F-C - 126 T 7� E-C - 391 T E-J - 461 C G-J - 130 T. / DL.LL DEFL - 0.31' IN B-C - jay MpY 2 B 1996 LL DEFL - 0.06• c BRG-SPAN/360 SppN/DEFL (DL-LL) - 999 05/28/96 TUE 14:14 FAX 3177383440 DAVIDSON IND- fa 005 ,`QLJ111NlTYPE SPAN P1-H1 OVERHANGS JOB isARR1t 1 HIPP 311100 8 10000 10000 ZARING - FAIRFAX III-D- D230SF 7-00-07 5Y 7.z- B SY9.6 I� eC O O O TC � 10-00-00 11-11-JO I ;0-00.00 acf 11-11-ao i 31-u-00 APPROX. TRUSS WEIGHT: 188.4 POUNDS UniScar -- Version 79.5-2 RUN DAIE: 5-17-36 CSI SIZE LUMBER FR TOP 0.58 2X 4 SF-52 1500 3TM 0..72 2X 6 SI-01 1650 WBS 0.54 2X 4 39-42 1500 EXCEPTIONS: B-I ZX 6 SP-41 1650 i-C SAME AS B-I H-F 2X 4 SP-43 350 E-J SAME AS H-- LATERAL 3RACING: TOP CHORD - CONTINUOUS STM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE 01 LUMBER STRESS INCREASE: 1S.OY LGADING LIVE DEAD (PLF) TOP CHD 40.0 20.0 BTM CHD 0.0 41.7 TOTAL 40.0 61.7 101.7 EXCEPTIONS: S-C 83.3 41.1 F-E 0.0 41.7 CONCENTRATED LOADS (LBS) B 355 (LIVE) a 177 (DEAD) C 355 (LIVE) C 177 (DEAD) SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LBS LBS IN-SX A PIN 0 2543 3- B 0 HORZ RLR 0 2543 3- 3 LEFT RIGHT REEL OIN - 45X OIN - 45X MEMBER FORCES ILaS) TOP CHORDS A-H 3965 C R-B - 3702 C B-I 3542 C I-C - 3542 C C-J 3702 C J-D - 3965 C BOTTOM CHORDS A-F - 3312 T F-G - 3093 T G-E 3093 T E-D - 1312 T WEBS H-F 270 C F-B - 439 T S-G 670 T G-I - 745 C G-C 670 1 E-C - 488 T MEMBER FORCES (LBS). E-J - 270 C DL+LL DEFL - 0.27' IN I-C LL DEFL - 0-13' < BRG-SPAN/360 SPAN/DEFL (DL.LL) - 999 PLATING CONFORMS To TPI (GROSS AREA. METHOD) VERIFY PLATE VALUES WITH SEE-LOK CORPORATION GRIP BASED ON SYP LUMBER PLATES - 20 GAUGE ST-20 GRIPPING 515-409 .PSI, PER PAIR INCLUDES 15.01 INCREASE TENSION 922- 688 PLI PER PAIR SHEAR 838- 472 PLIPER PAIR JT TYPE PLATE SIZE X Y A 2015 5.00 X 1.00 7.2 4.6 B S1S1 6.00 X 1.:20 CTR CTR C 5151. 5.00 X 7.20 CTR CTR D 2015 5.00 X 8.00 7.2' 4.6 E 1050 4.00 X 4.00 CTR CTR F 1030 4.00 X 4.00 CTR CTR G 1170 7.00 X 3.00 CTR 5-0 H 1001 2.00 X 4.00 CTR CTR 1 1001 3.00 X 5.60 CTR CTR .T 1001 2.00 X 4.00 CTR CTR NOTES: 1- TRUSSES MANUFACTURED BY - DAVIDSON INDUSTRIES 2- ANALYSIS CONFORMS TO DBC (TPI-85 4 NDS-911. 3, WIND LOADS - UBC,1938 EDITH TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - 90 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 4, PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. S. FASTEN TRUSS TO 9RG A FOR 349 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF MALL OR BRG. S. FASTEN 'TRUSS TO 5RC D FOR 349 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 1. GIRDER CONDITION: STEP DOWN HIP GIRDER WITH HIP -RAFTERS. OPEN FACE COMMON JACKS. GIRDER SETBACK 6.33 fe. t' He/Ilk %60101419 'e MAY2g1996 05/28/96 TUE 14:14 FAX 3177383440 DAVIDSON IND. 00-IT-SE O Z C - w n O J 9 . J C c a Ras a �a ro 05/28/96 TUE 14:13 FA% 3177383440 DAVIDSON IND. 1@ 003 '� _ �—{ p•++rff+r+#+++#sr#+:rr+ir+++++ `L�7/IS_:;-r 1�7Y *TRUSS PACKAGE MATERIAL LIST* PAGE 2 OF 2 LEFT HAND DAVIDSON INDUSTRIES CUSTOMER: ZARING 2801 N. MORTON STREET MODEL: "FAIRFAX III" ELEV. D FR.aNKLIN,IN 46131 OPTION_ 9' 1st FLOOR WALLS; OPT. 2nd FLOOR (317) 738-3211 LOT# 47 CROSSWINDS (800) 787-3211 FIGURED BY: SCOTT FERRELL 5/17/96 - MARK ----------- QUAN TRUSS TYPE PITCH ------------------------------- O/H SPAN O/H REMARKS FT-IN-16 - ---------------`---------------------------------- W 3 CORNER JACKS 8.00 12-00 6-11-12 00-0.0 X ------------------------------------- 3 CORNER JACKS 8.00 12-00 3-11-12 00-00 — ------------------ y -------------------------------------------------------------------- ---------------------- 3 CORNER JACKS 8.00 12-00 11-12 00-00 --- --------------------- vl ------------------`--------------- 1 VALLEY -GABLE 10.00 00-00 20-07-13 00-00 --- W/ NO SHT'G 10/12 ON 8/12 V2-V6 ---------------------------------------------------------- 1 VALLEY -SET 10.00 04-07-13 THRU 17-OS-06 ---------------------------- 10/12 ON 8/12 ------------------------------------------------- VG 1 VALLEY -TRUSS 10.00 00-00 4-07-13 00-00 10/12 ON 8/12 ---- ---------------- v8 ---------------------- 1 MONO VALLEY 8.00 00-00 2-10-07 00-00 HEEL ON RIGHT TRUSS 8/12 ON 12/12 -------------------------------------------------------------------- V9 1 MONO VALLEY 12.00 00-00 1-03-13 00-00 HEEL ON LEFT ------------------------------------------------------------------------------ TRUSS 12/12 ON 8/12 FILE=D230SF 05/28/96 TUE 14:13 FAX 3177383440 DAVIDSON IND. [a 002 ts *TRUSS PACKAGE MATERIAL LIST* DAVIDSON INDUSTRIES 2801 N. MORTON STREET FRANKLIN,IN 46131 (317) 738-3211 7 7-3211 PAGE 1 OF 2 ��:fxlRi�7 CUSTOMER: ZARING MODEL: "FAIRFAX III" ELEV. D OPTION'. 9' 1sL FLOOR WALLS; OPT. 2nd FLOOR LOT$ 47 CROSSWINDS (8Q0) 8 FIGURED 3Y: SCOTT FERRELL 5/17/96 MARK QUAN ----------------------------- TRUSS TYPE PITCH O/H SPAN ----------------- O/H REMARKS FT-IN-16 ----------- A 1 ---------------------------------------- HIP GIRDER 8.00 12-00 31-11-00 12-00 ----------------------------------------------------- B 1 HIP 8.00 12-00 31-11-00 12-00 C - 4 ---- — ------------------------------ COMMONS 8.00 12-00 31-11-00 12-00 ----------------- ➢ 1 -------------------------------------------------- VAULT 8.00 12-00 31-11-00 00-00 W/ B.C_ FILLER --------------- Dl 1 — -------------------------------------------------- VAULT 8.00 12-00 31-11-00 00-00 W/ B.C- FILLER -------------------------------------------------- D2 1 VAULT 8.0.0 12-00 31-11-00 12-00 --------------------------------------------------- E 1 HI- VAULT 8.00 12-00 31-11-00 12-00 - ------------------------------------------------- F 1 HIP VAULT 8.00 12-00 31-11-00 12-00 ----------------------- G 1 ------------------------------------------------------ HIP VAULT 8-00 12-00 31-11-00 12-00 GIRDER ------------------------------------------------------- H 7 STUB COMMONS 8_00 12-00 16-04-08 — 00-00 ----------------- I 1 -------------------------------- STUB GABLE 8.00 12-00 16-04-08 00-00 W/ NO SHT'G --------- J 6 ------------------------------------------------------------- STUB VAULTS 8.00 12-00 16-04-08 00-00 ---------------------------------------------- K 10 MONOS 8.00 00-00 19-10-00 00-00 L 1 ---------------------------------------------------- MONO GABLE 8.00 00-00 19-06-08 00-00 W/ NO SHT'G M 1 ------------------------------------------------ MONO GABLE 8.00 00-00 4-00-00 00-00 W/ NO SHT'G ---------------------------------------------------- N 1 GIRDER 10.00 12-00 7-03-00 12-00 -------------- ______ O __ 1 _ GABLE 10.00 12-00 7-03-00 12-00 W/ NO SHT'G P 3 ---------------------------------- HIP RAFTERS 6.66 21-10 11-05-00 00-00 --------- Q 11 --------- — --------------------------------- END JACKS 12.00 12-00 ---------- 6-04-00 ------------ 00-00 - - -- --------- R 3 ----------------------- CORNER JACKS 12.00 12-00 6-04-00 00-00 ------------------------ S 3 CORNER JACKS ------------------------------ 12.00 12-00 6-04-00 00-00 - - -- --------------------- T 3 ------------------------------ CORNER JACKS 12.00 12-00 6-04-00 00-00 ---- - U m 3 ---------------------------------------- CORNER JACKS 12.00 12-00 6-04-00 00-00