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Job Mark Quan 2 Type TR Span 240300 Pl-Hl 4.5 31702TL AA lON HENCKE RhS\GARAGE TRUSSES HO 4-1 _':r.c:J_~::.Q~_o_.L__ _ _ _ !~ -l~_El_ 4x4= B 2x41: M 2x41 J 2x41' .~ 4.5, H ____~ 5x6. .-/ . ~~2~411 SPL.F'-~_l ,.-/ III 4-10-10 ~ I I J '=~~~u t...l .~ -~- ~ 2~411 2~411 5-7-5 L N 2x411 I KSPL Bt 24-3-=-0-------.. 24-3-0 --- ALL PLATES ARE L0CK20 -,,-':::;1-- ---- ----.~----~---- Robbins Online Plus -- Version 15.0.009 RUN DATE: 11-18-03 EngiIleering, Inc./Online P1us'fti APPRQX. DL+LL DEFL = 0.01" IN S-C LL DEFL = 0.01" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 CSI SIZE LUMBER 1.15FB TOP 0.11 2X 4 SP-#2 1720 BTM 0.09 2X 4 SP-#2 1720 was 0.05 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT 0.0% FC 0.0% PLATING CONFORMS TO TPI. REPORTS: SBCCI 9761 ROBBINS ENGINEERING, INC. BASED ON SP LUMBER USING GROSS AREA TEST. PLATES - 20 GAUGE LOCK GRIPPING 506-250 PSI PER PAIR INCLUDES 25.0% INCREASE TENSION 1339- 465 PLI PER PAIR SHEAR 784- 506 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 3.00 X 5.00 6.7 3.1 B 3001 4.00 X 4.00 2.0 2.2 C 2001 3.00 X 5.00 6.7 3.1 D 1001 2.00 X 4.00 CTR CTR E 1001 2.00 X 4.00 CTR CTR F 1102 5.00 X 6.00 CTR 3.0 G 1001 2.00 X 4.00 CTR CTR H 1001 2.00 X 4.00 CTR CTR I 1001 2.00 X 4.00 CTR CTR J 1001 2.00 X 4.00 CTR CTR K 1191 5.00 X 6.00 3.0 3.0 L 1001 2.00 X 4.00 CTR CTR M 1001 2.00 X 4.00 CTR CTR N 1001 2.00 X 4.00 CTR CTR 0 1001 2.00 X 4.00 CTR CTR P 1001 2.00 X 4.00 CTR CTR Q 1102 5.00 X 6.00 CTR 3.0 R 1001 2.00 X 4.00 CTR CTR S 1001 2.00 X 4.00 CTR CTR T 1001 2.00 X 4.00 CTR CTR LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS.SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSFl TOP CHD 20.0 7.0 BTM CHD 0.0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS A & C LEFT RIGHT HEEL OIN - 5SX OIN - 5SX MEMBR CSI P(LBS) M@lST M@2ND TOP CHORDS A-D 0.11 78 T -131 310 D-F 0.11 118T -310 50 F-H 0.04 138 T -50 120 H-J 0.04 165 T -120 69 J-B 0.04 188 T -69 112 B-M 0.05 181 T -93 191 M-O 0.05 137 T -175 223 O-Q 0.04 93 T -223 82 Q-S 0.11 66 T -56 440 S-C 0.11 24 T -338 61 BOTTOM CHORDS A-E 0.09 98 T 185 76 E-G 0.04 98 T -76 -20 G-I 0.02 98 T 20 5 I-K 0.01 98 T -5 -1 K-L 0.01 98 T 1 1 L-N 0.01 98 T -1 -4 N-P 0.02 98 T 4 16 P-R 0.02 98 T -16 -61 R-T 0.04 98 T 61 230 T-C 0.09 98 T -230 -557 WEBS E-D 189 C G-F 76 C I-H 115 C K-J 112 C L-B 81 C N-M 112 C P-O 115 C R-Q 76 C T-S 189 C obblns Engineering, Inc.lOnhne Plus"" @ 199G~2003 Version 15.0.009 EngIneering - Portrait 111181039:14:23 AM Page 1 Left OH 2- 0- 0 Right OH 2- 0- 0 EIlK;i.... "':.f-t.: ~ . 12-1-8 _~_._____ HO 4-1 ___U_::Q::'ll__ 2x4' o ~~~~~L i' tl 2x4'. S LJr -~~_________.3...~5= ~----~ . ~).-----.---------- R T ---------..J 2x411 2x41: P 2x411 .----->-~ -i ----_._._.'.--i~:J Scale: 0.235" = l' TRUS~; WEIGHT: 148. 5 LBS REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - 41 Truss 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 120 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 122 LBS. 5. FASTEN TRUSS TO BRG A FOR 184 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG C FOR 208 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG E FOR 222 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 8. FASTEN TRUSS TO ERG G FOR 53 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 9. FASTEN TRUSS TO BRG I FOR 117 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 10. FASTEN TRUSS TO BRG K FOR 105 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 11. FASTEN TRUSS TO BRG N FOR 103LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 12. FASTEN TRUSS TO BRG P FOR 117 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 13. FASTEN TRUSS TO BRG R FOR 57 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 14. FASTEN TRUSS TO BRG T FOR 215 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG.