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Home My WebLink About350 Upsala Rd (3)/May-30-00 09:56A P.01 J 4 AMERICAN CIVIL ENGINEERING CO. 207 NORTH MOSS ROAD. 51,1ITF 211 a WINTFR SPRINGS, FLORIDA 32708 TPlephone: (407) 327-7700 • fax: (407) 327.0227 May 30, 2000 Bob Bott City of Sanford Building Dept. P.O. Box 1788 Sanford, Florida 32772 RE: Maddux Garage 350 Upsala Rd. Dear Mr. Bott: Please incorporate the following statements to the aforementioned plan. 1) This structure has been designed to meet or exceed the 100 mph wind load requirements of chapter 1606, of the S.B.C., 97 edition. 2) Door manufacturer must meet the wind load requirement and be accepted by the city prior to installation. 3) All #5 rebar must be grade 40 or better. 4) Use (3)31161lx2-1J41' tapcons per door buck strip. . -Aaje'ricao Civil Engineering Company ierbert , P.E. Sent By: JAMES A BARKS *.HARRY 0 REID III;407 321 1487 ; May-17-00 4:17PM; Page 1/1 DESCRIPTION, (FURNISHED TO SIIRVEYOk) - FROM THE SE CORNER OF LOT 45, NEW UPSALA, ACCORDING TO PLAT BOOK 1,PAGL 67, OF T1iE PUBLIC RECORDS OF SEMINOLE COU!,-Y,TFLORIDA; RUNRNC000911 35 W" ALONG THE EAST LINE OF SAID LOT 45, A DISTANCE OF 101,86 FEET, TNFNCE RUN 5,89°12- 05" W., 10.00 FELT TO THE POINT ON THE AND 17iE POINT OF BEGINNING EXISTING WEST RIGHT-OF-WAY LINE OF UPSAI,A ROAD, 00°11'35" W, 17 ME CONTINUE S•89912105" W., 255.30 FEET, THENCE RUN N. EXISTING WEST RIGHT-OF-WAY OF UPSALIENCE ANROAD9o17iEKCE RUN S5Q0301F35r EO,Az0OINT ON SAID TUF POINT OF DELI NN I NG . 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'a!F"m/ XWfAr A •a111w.r s P e i, +1 1 s.l.r.xwvt I .w't�rsr� ' caar1l1a0 OoNN14T TO: a -f=O- ►T. 04Me/l001111 or'rallag kcY IV4*.Y N.�✓.AEI,a DATE or P.4.6 I001111 cw 11aV4051 al.N/A//f NA'l/IA/.aL ¢Y11i kikle 1 .+Y>oAT.�/Y1.rved ..ve• ��C R4.c, + ro1Tlr or GOY►py■e ,rravo, ✓AAVEF A. IAA, +�/wVAi PON" _r - treY4T111R c.1• . CO;4O' •l4 I"IONaY 914tifY *"AT Tra e114VaT aye.. O ., F. tells � reaA�/ mvilor 1141 #41e IN 444ONeAllca To T■a eaa• *4910480 •111Illl1ir11 T1/N41441. eT#llaaPei- VON G. - CONCERTI! LAND e110VIVI414 in Tr1 ATATt of4.9. 614116119111101114 r1.0e10A 944.012.01r Ar• CN11:Nr-lFac Mh6 witufTT e+a14. eerAlrAet. 1MIT. . ..OAeertff.T. / tY �J RAYC' 6-/9-9/ �A:�+.Y eK• Are GURVI[fi *154 ,go_ .. .... .. V 7 0 _M�_t0e� fliAaiEt#/. tlj#Mr1sfa4L. Job Truss Truss Type City Ply MADDOX 1 GARAGE 83 I H2 �ROOFTRUSS — 2 1 Soutnern I rgss of Orlando, In, Santora, Florida 327/3 4.u-32 s Feb its 1y88 MI I eK Inaustnes, Inc. I nu May 1t$ 14:3c31 2000 Page! ,-1-4-0, 6-2-8 11-0-0 13-0-0 17-9-8 24-0-0 25-4-Q r 1-4-0 6-2-8 4-9-8 2-0-0 4-9-8 6-2-8 1-4-0 4x8= 4x4 = 3x4= iL r r ry J 3x4== 1 x4 II - 3x4= 6x8= 1 x4 11 6-2-8 11-0-0 13-0-0 ; 17-9-8 24-0-0 6-2-8 4-9-8, 2-0-0 T 4-9-8 6-2-8 LOADNG (psf) SPACING 2.0-0 CSI DEFL - (in) (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) 0.13 11 >999 M20 249/190 TCDL 1.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.20 11-12 >999 BOLL 0.0 Rep Stress Incr YES WS 0.28 Horz(fL) 0.06 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft = 360 Weight: 114 lb LUMBER BRACING TOP- CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-14 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-13 on center bracing, Except: WEBS 2 X 4 SYP No.3 8-8-9 on center bracing: 10-11. REACTIONS (lb/size) 2=960/0-8-0, 7=960/0-8-0 Max Horz 2=-30(load case 2) Max Uplift2=-529(load case 4), 7=-529(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=11, 2-3=-1997, 3-4=-1460, 4-5=-1396, 5-6=-1469, 6-7=-1997, 7-8=11 BOT CHORD 2-12=1887, 11-12=1887. 10.11=1396, 9-10=1887, 7-9=1887 WEBS 3;12=110, 3-11=-545, 4.11=281, 4-10=-1, 5-10=282, 6-10=-538, 6-9=109 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 10 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 5 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 30 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 529 lb uplift at joint 2 and 529 lb uplift at joint 7. 6) This truss has been designed for both TPI-85 and ANSIITPI 1.1995 plating criteria. LOAD CASE(Q) Standard i IF/C �n N0. 5 3 9 O.n,O Job Truss Truss Type Oty Ply MADDOX 1 GARAGE 8356 H1 ROOF TRUSS 2 1 ,.,. a rnu to 1— 1-1— Irit]Us` nte5, Inc. InU May 10 19:J/:JV NW rage k 11-4-01 5-5-15 9-0-0 15-0-0 18-6-1 24-0-0 ?5-4- 1 -4-0 5-5-1 5 3-6-1 6-0-0 3-6-15-5-15 1-4-0 4x4= 4x8= A nn rT-'I _ •. 3x4= I- 3x4= 3x8 = 5x5 = 9-0-0 15-0-0 24-0-0 9-0-0 6-0-0 9-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.57 Vert(LL) 0.14 10 >999 M20 249/190 TCDL 1.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.27 7-9 >999 BOLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.06 7 n/a BODL 10.0 Code SBC/SBCCI 1st LC LL Min Vdefl = 360 Weight: 106 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-11-9 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-10 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=960/0-8-0, 7=96010-8-0 Max Horz 2=-25(load case 2) Max Uplift2=-529(load case 4), 7=-529(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=11, 2-3=-1970, 3-4=-1681, 4-5=-1607, 5-6=-1681, 6-7=-1970, 7-8=11 BOT CHORD 2-10=1861, 9-10=1607, 7-9=1861 WEBS 3-10=-294, 4-10=271, 5-10=-0, 5-9=271, 6-9=-294 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 10 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 5 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 30 It by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 529lb uplift atjoint 2 and 529 lb uplift at joint 7. 6) This truss has been designed for both TPI-8� and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard i IFIC� No. 39 1 f; Eff 0 n 1 G ".'•..� L�'1QNr1 'ff1'I1111t - Job Truss Truss Type Oty Ply MADDOX! GARAGE 8356 EJ7 iROOFTRUSS ouumern i russ or vnanao, in, oanroro, rwnoa atr ra -1-4-0 1-4-0 2x4= • • I•• 4.U-JL 5 reD 10 1MOW Mllex mOUstries, Inc. Inu may 10 !9:J/:3V LUUU rage ! 7-0-0 7-0-0 LOADING (psf) - - SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL . 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) n1a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.16 1-2 -114 BCLL 0.0 Rep Stress Incr YES WB 0:00 Horz(TL) -0.00 3 n/a' BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft = 360 Weight: 24 lb LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (lb/size) 3=172/0-3-8, 2=34oi6-8-0, 4=67/0-3-8 Max Horz 2=165(load case 4) Max Uplift3=-155(load case 2), 2=-233(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=22, 2-3=44 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 10 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 5 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 30 ft by 24 It with exposure C ASCE 7-93 par SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 3 and 233 lb uplift at joint 2. 4) This truss has been designed for both TPI-85 and ANSI/iPl 1-1995 plating criteria. LOAD CASE(S) Standard l; A4(h' tF/C� y No. 3 9 1 o.Fi 19 aka, - • Job Truss Truss Type Oty Ply MADDOX \GARAGE 8356 - CJ9 ROOF TRUSS 4 1 ouumcr n r IV— ur UnanDu, ur, aemDra, nuuaa ( r D -1-10-10 1-10-10 8 v.u-oZ s reD io rvaa mr r eK maustnes, inc. i nu may io i v it:za _,uuu rage -r 7-1-11 9-10-13 7-1-1 1 2-9-2 2.83 r1T 1 x4 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 2,0.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.01 2-5 >999 M20 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.36 2-5 >315 BCLL 0.0 Rep Stress Incr NO WB 0.16 HO2(TL) -0.01 5 n/a BCOL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl = 360 Weight: 37 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-9 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=2010-3-8, 2=353/0-11-5, 5=425/0-3-8 Max Horz 2=182(load case 2) Max Uplift4=-47(load case 3), 2=-332(load case 2), 5=-260(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=23, 2-6=-507, 6-7=-507, 3-7=-498, 3-4=-30 BOT CHORD 2-8=492, 8-9=492, 9-10=492, 5.10=492 WEBS 3-5=-580 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 10 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 5 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 30 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bBaring plate capable of withstanding 47 lb uplift at joint 4, 332 lb uplift at joint 2 and 260 lb uplift atjoint 5. 5) This truss has-been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. .LOADCASE(S) Standard '1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54.0, 2-6=-54.0, 6-7=-54.0, 3-7=-54.0, 3-4=-54.0, 2-8=-20.0, 8-9=-20.0, 9-10=-20.0, 5-10=-20.0 Concentrated Loads (lb) Vert: 3=-120 6=181 7=8 8=22 9=-14 10=-54 �• + f% No. h •1- , ff: c �t1 (ram 0-r1 ID .�� rffltQfyr.1: - ,,. ob - Truss Truss Type Oty Ply MADDOX \ GARAGE ROOF TRUSS t2 r� 6 1-4-0, 6-5-6 12-0-0 Y,uvc 1 17-6-10 Inu—me5, inc. r nu 24-0-0 may i o w:ar:aD zuw r-ager 25-4-9 1-4-0 6-5-6 5-6-10 5-6-10 6-5-6 1-4-0 4x4= 3x4= ' 3x4= 3x4= 5x5= 8-8-0 15-4-0 6-7-15 24-0-0 8-8-0 t2 6 LOADING (psl) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.13 9 >999 M20 2491190 TCDL 1.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.23 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.06 6 n/a BGDL 10.0 Code SBC/SBCCI 1st LC LL Min Udefl = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-1-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-9 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=960/0-8-0, 6=960/0-8-0 Max Horz 2=-32(load case 2) Max Uplift2=-529(load case 4), 6=-529(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=11, 2-3=-1913, 3-4=-1653, 4-5=-1653, 5-6=-1913, 6-7=11 BOT CHORD 2-9=1808, 8-9=1263, 6-8=1808 WEBS 3:9=-324, 4-9=479, 4-8=479, 5-8=-324 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 10It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 5 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 30It by 24It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 529 lb uplift at joint 2 and 529 lb uplift at joint 6. 5) This truss has been designed for both TPI-85 and ANSUTPI 1.1995 plating criteria. LOAD CASE(S) Standard Job • Truss Truss Type Oty Ply MADDOX 1 GARAGE 8356 JJ5 �ROOFTRUSS 8 1 ��• d a , nuuua aura v.u-ax s reo ra raaa mi 1 eK maustries, mc. i nu may io la:ocsv tuuu rage T -1-4-0 5-0-0 1-4-0 5-0-0 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL . 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.04 1-2 >518 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 n/a BCDL 10.0 Code S8C/SBCCI (Matrix) 1st LC LL Min Well = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or B-0-0 on center bracing. REACTIONS (lb/size) 3=114/0-3-8, 2=27WO-8-0, 4=47/0-3-8 Max Horz 2=129(load case 4) Max Uplift3=-99(load case 2), 2=-211(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=22, 2-3=29 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 10 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 5 mi from hurricane oceanline, on -an occupancy category I, condition I enclosed building, of dimensions 30 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60. ' 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 3 and 211 lb 6plift at joint 2. 4) This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard 1 F I C� No. `3 g ' 19 Job Truss Truss Type Qty Ply MADDOX \ GARAGE 8356 J3 ROOF TRUSS 8 1 aournern r russ or wnanao, in, aanmm, nunua o[r r o r.u-az s reo ro iava mr r ex mausuies, inc. r nu may r0 i car:a9 zuuu rage r -1-4-0 3-0-0 1-4-0 3-0-0 I 2x4= 3-0-0 3-0-0 LOADING (psf) SPACING 2-0.0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL. 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.03 1-2 -603 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udell = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6.0.0 on center bracing. REACTIONS (lb/size) 3=50/0-3-8, 2=206/0-8-0, 4=27/0-3-8 Max Horz 2=93(load case 4) Max Uplift3=-34(load case 2), 2=-200(load case 4) FORCES (lb) . First Load Case Only TOP CHORD 1.2=22, 2-3=-33 BOT CHORD 24=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 10 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 5 mi from hurricane oceanline, orran occupancy category I, condition I enclosed building, of dimensions 30 ft by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 . 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift atjoint 3 and 200 lb uplift at joint 2. 4) This truss has been designed for both TPI-85 and ANSI/TPI 1.1995 plating criteria. LOAD CASE(S) Standard OF�C-q `9 N0. n 3 9 `J tt YY • �•� Job Truss Truss Type Oty Ply MADDOX 1 GARAGE 8356 Jt ROOF TRUSS 8 1 boumern i ryss o! unanao, in, bamora. Nonaa szr rs v.uaz s reo io iaaa mi ieK urausmes, inc. i nu may io ia:oroj zuuu rage r 0 -1-4-0 1-0-0 1-4-0 1-0-0 2x4= 1-0-0 1-0-0 LOADING (psf) SPACING 2-0.0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL- 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 8C 0.00 Vert(TL) 0.02 1 -957 BCLL 0.0 Rep Stress Incr YES WB 6.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Well = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (lb/size) 3=-36/0-1-8, 2=173/0-8-0, 4=9/0-1-8 Max Horz 2=59(load case 4) Max Uplift3=-36(load case 1), 2=-232(load case 4) Max Grav 3=82(load case 3), 2=173(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=22, 2-3=-31 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 10 It above ground level, using 5.0 psf top chard dead load and 5.0 psf bottom chord dead load, 5 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 30 ft by 24 ft with exposure C ASCE 7-93.per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lymber DOL increase is 1.60, and the plate grip increase is 1.60. 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 3, 4. 4) Provide mechanical connection (ky others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 3 and 232 lb uplift at joint 2. 5) This truss has been designed for both TPI.85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard r i IF/c 9 = No. - �39 t 1 r4- l Trus Truss Type Ply MADDOX1GARAGE F8356 HG1s ROOF TRUSS 2 — ---- wr.u,cu yr vuan arms wuua our o 4-5-1 7-0-0 1-4-0 4-5-1 2-6-15 4x12= 4.00 FTY 0 v.u-jx s reo ro ryaa mri eK mausmes, mc. Inu may io I4:at:s[ zuuu rage-i 12-0-0 17-0-0 19-6-15 24-0-0 25-4-q 5-0-0 5-0-0 '2-6-1 5 4-5-1 1-4-0 1 x4 11 4x12= 3x8= , r r r �., IV 3x8= 3x4= 6x8= 3x4= 7-0-0 12-0-0 17-0-0 7-0-0 5-0-0 5-0-0 24-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.53 11 -532 M20 249/190 TCDL 7-0 Lumber Increase 1.25 BC 0.76 Vert(rL) -0.54 11 -526 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(rL) 0.13 8 n/a BGDL 10.0 Code SBC/SBCCI (Matrix) 1 st LC LL Min I/defl = 360 Weight 110lb LUMBER BRACING - TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-11-3 on center purlin spacing. BOT CHORD 2 X 4 SYP No. 1D BOT CHORD Rigid ceiling directly applied or 3-10-15 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1824/0-8-0, 8=1824/0-8-0 Max Horz 2=-20(load case 2) Max Uplift2=1200(load case 4), 8=-1200(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=22, 2-3=-4679, 3-4=-4603, 4-13=-5230, 13-14=-5230, 5-14=-5230, 5-15=-5230, 15-16=-5230, 6-16=-5230, 6-7=+4603, 7-8=-4679, 8-9=22 BOT CHORD 2-12=4369, 12-17=4404. 17-18=4404, 11.18=4404, 11-19=4404, 19-20=4404, 10-20=4404, 8-10=4369 WEBS 3-12=-4, 4-12=621, 4-11=914, 5-11=-578, 6-11=914. 6-10=621, 7-10=-4 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 10It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 5 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 30 It by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed ' to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Except as shown below; special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All. plates are M20 plates unless otherwise indicated. 6) Provide mechanical connection (by others) of.truss to bearing plate capable of withstanding 1200 lb uplift at joint 2 and 1200 lb uplift at joint 8. 7) This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard . 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54.0, 3-4=-54.0, 5-14=-54.0, 2-3=-54.0, 4-13=-54.0, 13-14=-54.0, 5-15=-54.0, 15-16=-54.0, 6-16=-54.0, 6-7=-54.0, 7-8=-54.0, `Ilt:►t! A J 111/7 �• �� 8-9=-54.0, 2.12=-20.0, 12-17=-20.0, 17-18=-20.0, 11-18=-20.0, 11-19=-20.0, 19-20=-20.0, 10-20=-20.0, 8-10=-20.0 Concentrated Loads (lb) f1.1 /�r� G1 ' Vert: 4=-836=-8312=-45210=-45213=-11814=-11815=-11816=-11817=-4718=-4719=-4720=-47 v ,'FIC,4 f � ' r�l No. ^�39 j - - • •,,, sr ��tri � .; rf1'U111; • ..