The URL can be used to link to this page

Beach Ave 81 JOB DESC . : PELKEY JOB LOC . : LOT 20 BEACHSIDE DESIGNER : BRIAN RIGHT FRONT LEFT REAR WARNING NOTE 1. DO NOT CUT OR ALTER TRUSSES. UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER -- 20' 1"8 18'6"8 18' 11" ---} 10'6" -- 4 APPROVED BY APPROVAL DATE: T - - 1 =1 1 `' DEL. DATE I NXm r 1 1 1 I - 74 ' 1 1 1 I I ti BUILDER TO CONV. FRAME ROOF, VALLEYS AND O.HANGS AS NEEDED. 12- - BUILDER TO FRAME DOWN CEILINGS 19 AS NEEDED. -GOR BUILDER TO BUILD UP WALLS TO T Td HATCH TRUSSES AT HIGHER PL1 HT. 14) ALL WALLS SHOWN ARE LOAD BEARING vf UNLESS NOTED OTHERWISE. T 1m (U T2 PITCH 6/12 N47 LOADING OHANG 24" (4) m BASE PLATE HT 20-09-12 � T - JOB: F0757A PELKEY BUILDERS INC. LOC: LOT 20 BEACHSIDE —16'5" 7'8" +--I;n* 14'6" --- N+--21'9" -- � PLAN: DESIGNER: BRIAN MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH/ 268-8225 JAX. FLA. 32255 STRAP TRUSS HANGER 16 GAUGE DIMENSIONS FASTENER ALLOWABLE LOADS SCHEDULE SIZE PRODUCT GAUGE FLOOR ROOF WIND/ PER CODE DESIGN DESIGN EARTHQUAKE CTN W H 85 HEADER JOIST LOAD LOAD UPLIFT UPLIFT 100% 125% 133% 160% 2X MSHS29 16 15/8 9 2 14.164 10-104 2045 2555 1375 1650 25 P2X(2) MSHS222-2- HS213 16 15/8 13 2 14-16d 10.10d 2045 2555 1375 1650 25 HS218 16 15/8 18 2 16-16d 10-10d 2335 2920 1375 1650 25 HS222 16 15/8 22 2 22-16d 10.10d 3210 3500 1375 1650 25 S213-2 16 31/8 131/4 2 14-16d 10.10d 2045 2555 ; 1625 1750 50 S218 2 16 3118R18 %21 16-16d 10-10d 2335 2920 1625 1750 25 — tb 31/822-t6d 104 3210 3500 1625 1750 25 HS413 16 3 5/814-16d 10 10d 2045 2555 1 1625 1750 50 4X MSHS418 I 16 3 51816-16d 10-10d 2335 2920 ; 1625 175025 4X I MSHS422 16 13 518 22 222.164 10.104 3210 3500 1625 1750 25 Minimum header thickness is 3". BS Y NOTES L1. Allowable loads are based on National Design Specifications for Wood Construction 1991 Edition including 1993 Errata. 2. Design loads are based on Southern Yellow Pine wood species with a specific gravity of 0.55. Allowable loads for other species or conditions must be adjusted according to the code. 3. Fasteners are common wire nails for single shear(Two Member Connections) with ASTM A653 Structural Steel Grade 33 side plates. 4. Normal Design Loads given in the tables are not adjusted for various durations of loading and are in accordance with ASTM D 1761. 5. Maximum downward load capacity has already been increased for a duration load, when permitted by National Design Specifications for wood construction not exceeding 25%. 6. Allowable uplift loads have been increased for wind or earthquake loading. 7. The allowable load uplift percentages shown, 133%and 160%. reflect duration factors appropriate for different building codes as defined in the National Design Specification for Wood Construction. You should select the uplift % that is applicable to your building area under your governing building code. FIT Ni TITLE: STRAP TRUSS HANGER Southeastern Metals Manufacturing Co., Inc. DR ANN BY C}IECK ED EY: APPRCIvED BY: DATE: 11801 Indu.rtry Drive •Jacksonville. Florida 32218 B.L.B. J.W.H. 5/12/95 PART M. SCALE: MATERIAL SPEC: ASTM A653 Structural Quality Grade 33 (steel) &ASTM A924 (coating) rAGE: MSHS N.T.S. 16 Gauge (0.0575" - 0.0695") 56 of 58 10757-PELKEY - F12-GI)R. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR IDP CHORD 2x4 SP #1 Dense 2 Complete Trusses Required BoI CHORD 2x4 SP y2 N WEBS 2x4 SP a3 NAILING SCHEDULE: (0.13lx3.0_g_natls) TOP CHORD: l ROW @ 2' o.c. BOT CHORD: l ROW @ 16' o.c. TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. WEBS : l ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS SI'EC,IAI LOADS IN EACH ROW TO AVOID SPLITTING. (IUMIIIA UUR.IAC.-I.00 / PIATE DIIR.FAC.-1.00) IC Iroln 533 I'll at 0.00 to 966 PLF at 4.92 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED BC. Ir•om 10 PII at 0.00 to 10 PLF at 4.92 UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. IC 3403 1.11 Conc. load at 0.42 IC 1003 LB Conc. Load at 1.44 THE TOP CHORD OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED TRUSSES AT 24' O.C. IN LIEU OF PLYWOOD SHEATHING. L 1003# 03# 50= 3X31@ 3X3111 5X7- T T 1-I6-0 1-6-0 _L 10-3-0 3X8- HS2512- HS2512- 3X8= R-1917 W-3' 4.11.0 Over 2 Supports-si R-5159 W-3• PIT TYP. Al ine 111 h Strength TPI -95 Desi n Criteria; TPI 17 3w1 FL/-/I/-/E/-/- Scale -.375"/Ft. C-1 o r=1 C1 E_1 A A 1 M1'OR I ANT"" ALYINL LNGIN!lNLU YROUIICIS. INC. WARN I NG BRUSSIS NLOUTAL LAINCME CARE TC LL 40.0 PSF REF R151- -84172 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND ypYMBHU 0 (� DfYiAT10N FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE$10.91 Of TPI. SEE fill$ DESIGN ,�B•NO. M• RA hiy, 0 FAIIIIRI 10 BUILD THE IAUSS IN CONFORMANCE WITH IPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �,t lilCh'�•9iS• TC DL 10 0 PSF DATE 10/30/96 (� 0 AIYINI CONNLCIONS ARE MADE OF [OGA GALY, STEEL MEETING ASTM DUINENENTS. UNLESS OTHERWISE INDICATED. TOP S: ••••'•7•:�16 BC DL 5.0 PSF DRW HCUSR151 96304041 Q Q AGSI GN 1i EXCEPT AS NOf[0. APPLY CONNECTORS f0 EACH FACE OF CHORD SHALL BE LATERALLY BRACED YIIN PROPER O IOU$$ AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD • B C L L 0.0 PSF HC-ENG A B E W M R CONNECT OAS PEA DRAWINGS 110, 150 G IGOA•F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING ._ $EE o A L P I N CONFORM Y/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE {711191) FOR PROPER TOT.L D. 5 5.0 P S F S E O N - 26842 % ol � •�, DUR.FAC. 1.00 FROM B.R Sf AL ON THIS DRAWING APPLIESTOINE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �j �� T R U S S O CTI OM CONTRACTOR. �t,f m/ovill" T 4 , L IM ON;Y, AND SS API Al, BE RE1111, UPON IN ANY OTHER WAY. OE SI GN i0 THE TRUSS ERE On 10 N ,.. 17 A/`n ? J. I D/s/ I)II KIY 11.3-(11111) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 1011 CHORD 2x4 SII #1 Dense 2 Complete Trusses Required 1101 CHORD 2x4 SI1 #2 N WINS 2x4 SP N3 NAILING SCHEDULE: (0.13lx3.0_g_natls) TOP CHORD: 1 ROW @ 3• o.c. BOT CHORD: 1 ROW @ 16• o.c. IItIISS DIIiICIION MITIS 1 /480.00 LIVE AND L/480.00 TOTAL LOAD. WEBS : I ROW @ 4• o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS SPI CIAt IOADS IN EACH ROW 10 AVOID SPLITTING. (IIIMHLIt DUR.IAC.-1.00 / PLATE DUR.FAC.-1.00) IC Irom 100 1111 at 0.00 to 100 PLF at 3.67 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED HC Irorn 10 1111 at 0.00 to 10 PLF at 3.67 UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. IC 3902 LB Conc. Load at 1.44 THE TOP CHORD OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED TRUSSES AT 24. O.C. IN LIEU OF PLYWOOD SHEATHING. L LOADS TO BE VERIFIED AND APPROVED BY ARCHITECT OR JOB ENGINEER. 3902.# 2.5X4111 3X4 5X5 5X5 3X4= 2X4111 Q _ T 1 -6-0 1-6-0 10-3-0 5X5 1 .5X4111 5X5 1 .5X4111 L3 O O Over 2 Supports (its-!!)/4 W-3"R�-173"11WW-3' PLT TYP. Alpine TPI-95 Design Criteria: TPI 17. 3w1 FL/-/I/-/E/-/- Scale -.375"/Ft. 1-_::) (� O �) o A A IMIIORIANIAA "`PINE ENGI NEf uDPRODUGf1, INC. WARNING TRUSSES REQUIRE EITREMECAAE TC LL 40.0 PSF REF R151- -84173 SHALL M01 Bl AE SPONSI OIE FOR ANT IN HANDLING. EPECTIDN AND 0164ME111% QAUS DEVIATION fROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �MJ,•M�A4Af/,I T(�, DL 10.0 PSF DATE 10/31/96 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH TRI EOR ADDITIONAL SPECIAL PERMANENT BRACING RE ' R11FIC• A ALPINE CONNECTORS ARE MADE Of TOGA GALT. STEEL MEETING ASIN QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP � BC DL 5.0 PSF DRW HCUSR151 96304042 zz A651 GRS1 EXCEPT AS NOTED. APRIV CONNECTORS TO EACH TACE Of [MONO SMALL BE LATERALLY BRACED YIiN PROPER 3: • In TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACKED PLYWOOD SHEATHING. BOTTOM CHOPD BC LL 0.0 PSF HC-ENG ABE WMR CONNECTORS PEN DRAWINGS 1)0. 150 { 160A f. DESIGN STANDARDS WITH PROPERLY ATTACHED R`GID CEILINL • SEE S •� '� T0T.LD. 55.0 PSF S E A N - 2 6823 COMfORMYlAPPLLIABLE P0.0Y1SIONS Of NOS { TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE )!1!911 TOR PROPERSfAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS ` DUR.FAC 1 0O FR0M B R IN UNL1. AND SHALL NOT BE AELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR ,��h► �F;N\\H� z< I 1 1 I nL r1 nnT IYY1 1 ot;I IIfAI wHO n nN -,PAC ____gnu __ 10/57-PIIKEY - 111 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1011 CHORD 4x2 SII #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 1101 CHORO 4x2 SP #2 N WI 11S 4x2 S11 #3 DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. THIS TRUSS SPACED @ 24.0' O.C. IS DESIGNED TO SUPPORT 2X6 H3 HIM FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 8.00' STUD FO EACH IRUSS WIIERI SHOWN WITII 3-10d NAILS. STRONGBACK WALL (13,75 PSF) SUPPORTING 07-00-00 SPAN ROOF TRUSSES MAIERIAI 10 BE SU111111E0 BY ERECTION CONTRACTOR. WITH 00-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND 17.00 PSF DEAD. NOIL: 1111S 1RUSS MAST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. FOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 7-4-6 24" 9-11-2 1)---� 764# 1 .5X4�X� 3X3 3X4= 3X3= 3X3= 3X3= = 3X4= 5X8= 4X4= 1 .5X4(R )m 1-6-0 ri 1-6-0 1 ..!0 �IO-3-0 4X4= 3X3- 3X3= 1.5X4111 1.5X4111 3X4- 4X4- 5X5= 2X4111 3X3=- 2X411 X3=2X411 2X4111 LOE-2-6-12--.-J 19-3-8 Over 2 Supports —tel R-846 W-3' R-2116 W-5.5' P 1.T TYP. Alpine TPI -95 Desian Criteria: TPI 17 3w1 AFL/-/I/-/E/-/- Scale -.375"/Ft. M Q o Q Q Q **IMPOItEANT** SM►INLOTBERESOPRODUCTS, INN. WARNING TRUSSES REQUIRE EAINEMECANE TC LL 40 .0 PSF REF R151- -88507 Q Q O Q SNAIL NOT BE RESPONSIBLE F00. ANY IN HANDLING. ERECTION AND C� DE Y IAIION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIO.OI BY FPI. SEE THIS DESIGN TC DL 10.0 PSF DATE 10/31/96 O Q Q Q FAIIUME TO OUILO THE TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �'�ER.P Fj p ALPINE CONNECFOt$ ARE MADE OF 106A GALY. STEEL MEETING ASrN OUIREMENTS. UNLESS OTHERWISE INDICATED. i0► IJ �, QST I�IC.9T�•I' C DL 5 .0 PSF DRW HCUSR151 96305051 A653 GRV EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ;O No 228 �•• Q r6uss AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION Lr ATTACHED PLYWOOD SHEATHING. BOTTOM cNo:O • BC LL 0.0 P S F HC-ENG C L R W P F CONNECTORS LER DRAWINGS 170, 150 A 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE est Pq ALPINE CONFORM:(APPLICABLE PROVISIONS OF NDS R TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (IIlIRl1 FOR PROPER $TATE N TOT.L D. 5 5 . 0 P S F S E A N 26872 Q SEAL ON THIS DRAWING APPLIES TO THE COMPONfNr DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ]/s.!CIQRI '�P DUR•FAC. 1 00 FROM B R II'/ S IN ONLY. AND SHALL NOT OE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONIRACTOA. �R�.t DFS :< - CAtI C I N �n N ---- ,; iF INAI .40011 1 ION F015/-PFI KEY 110 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 601 CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS TRUSS SPACED @ 24.0" O.C. IS DESIGNED TO SUPPORT 2X6 #3 IIIM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 8.00' STUD TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK WALL (13.75 PSF) SUPPORTING 07-00-00 SPAN ROOF TRUSSES MAIIRIAI. 10 BE S111'1'1.1f0 BY UREC.TION CONTRACTOR. WITH 00-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND 17,00 PSF DEAD, N011 : THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TUI' Of TRUSS MUST BE MARKED BY TRUSS FABRICATOR. PROVIDE HANGIR AT TIfT END OF TRUSS FOR 825.27 LBS. 8-6-2 �- 24" 8-6-2 - 1i - 1764# 3X3= 4X4= W 3X6= 3X4= 3X3$ 1.5X4111 1.5X4111 3X4= 5X8= 4X4_ 5X4(Dl= TT Y l 1 16-0 1-16-0 r I\;;�/� 10-3-0 2X411 4X4= 3X3= 3X3= 3X3= 4X4= 3X4m 4X4= ri 5X5= 2X4111 2 X 4111 L<---2-6-12---3--J 19-0-4 Over 2 Supports �1 R-825 W=2" R-2108 W-5.5" PLT TYP Alpine TPI -95 Desi n Criteria: TPI 17.3w1 FL/-/I/-/E/-/- Scale -.375"/Ft. O O I= Q ,� A A I M P O R TA N T** ALPINE ENGINEERIO PRODUCIS, IMC. WAR N I N G TRUSSCS REQUIRE EEINEME CARE TC LL 40.0 P SF R E F R151 -88503 SHALL N01 BE RESPONIIBLE FOR ANY IN MANGLING. [RECTION AND T C D L 10.0 P S F DATE 10/31/96 U[YI AEION FROM iH15 DESIGN OR THESE SPECIE It ATI ONS, OR ANY BRACING. SEE M18-91 BY TPI. SEE THIS DESIGN Q IAILIIAE 10 BU110 flit TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING ME IER P P � Q 0 O AIPIN( CONNECTORS ARE MADE Of JOGA GALT. $[EEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOICAIED. TOP �P,-�,;�IF(Cq tib, BC DL 5.0 PSF DRW IICUSR151 96305048 TO EACH FACE OF RD SHALL BE ALLY BRACED WITH ROPER No O O Q FRUSSGAMR UNLESS OTHERWISE LOCATEDR)l INCIPt AS NOTED. APPLY ONW5SDESIGN. POSITION LYOATTACHED PLYWOODRSHEATHING. BOTTOMPCHORO 2289 �� B C L L 0.0 P S F HC-ENG C L R W P F A L P I NE CONNECTORS PEA DRAWINGS 150. 150 A 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1 � ; T 0 T.L D. 55.0 P S F S E Q N 26870 CONFORM W/APPLICABLE PROVISIONS OF NOS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/i/91) FOR PROPER su-TE OF S r� SEAL ON Fill$ DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �ij..��IQP � DUR FAC. 1 .00 FROM B•R S T (f S IN ONLY, AND SHALL NOY BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION COMTRACfOM. ....... cPA ttt C G 0 AT _1 'RF ,.tllurr 1 1 MA! DF CtF ICA -!2=# 2 =4 1 n,_ N �.. SH T0757-PIIKI-Y E9-1,ADD[R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 4x2 SI' #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x? SI' #2 N WE.IIS 4x•7 SII H3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. SPECIAL LOADS NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED ------(LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) UPSIDE DOWN. FOP Of, TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TC From 517 PLF at 0.00 to 517 PLF at 18.90 TC From 100 PLF at 18.90 to 100 PLF at 19.02 NOTE: SEL DRAWINGS 675,215 OR 657,275B FOR GABLE FLOOR DETAILS. BC From 10 PLF at 0.00 to 10 PLF at 19.02 �-1 6-4+4.ID'`,1�18.31�]�18.��,l IS 5)1,1�-i8.Tl I1�81 Z&i 581 M'.*18.yB 'iksl.�w l�-i8.�'�l�-9 SYL 1�i8.5"�-1 6-4� 13.7[.," lyp. .----) 3X3- 2.5X4 1.5X4(R)- T6-10 1-6-0 *10-3-0 3X3- 1.5X4111 1.5X4111 1.5X411 1.5X4111 1.5X411 3X3" i .5X4111 1.5X4111 1.5X41 1.5X4111 1. 5X4111 1.5X4111 ��- - -19-0-4 Over Continuous Support _I R-524 PLF W-19-0-4 Note: All Plates Are 2X4 Except As Shown. PLT TYI1 Al Pitle TP1 -95 Desi n Criteria: TPI 17.3wl FL/-/I/-/E/-/- Scale -.375"/Ft. A A I MII O R I A N 1 N k ALPINE ENGINEERED Pxooucrs, INC. WA R N I N G IRUSSES REQUIRE EXTREME CARE TC LL 40.0 P S F R E F R151- -84164 SMALL NOT BE IESPON51BLE FOR ANY IN HANDLING, ERECTION AND NNN611110% o TRY FROM THIS DESIGN OR THESE SPECIiICAIlONS, ON ANY PACING. SEE NIB•91 BY TPI. SEE THIS DESIGN M' p 4iViF4 T C D L 10.0 P S F DATE 10/30/96 ....... t� �1 1-1 IAIIUPI 10 BUILD THE TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMAMFNT PACING AE �1 EiEQ•�AVj (� [� r7 O AIPINL CUNNCCIONS ARE MADE Of 2064 GALV. STITT MEtrING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICAIEO. TOP �JJJT A+ �•'+L B DL 5.0 PSF DRW ttCUSRl51 96304039 1� n Q A651 GRI/ [RCIPF AS NOTED. APPLY CONNECTORS 10 EACH EA(( Of CHORD SMALL BE LATERALIV BNACEO WITH PROPER ;�• �.IYL L' t_ O INUSS AND UNITS$ OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOUO SHEATHING. BOTTOM CHORD = 6 C L L 0.0 P S F HC-ENG DAL PJM R IONNLCIOPS PEP DRAWINGS 110, 150 A 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE A o A L P I N E 0 CONf0Pn W1 PPLICABLE PROVISIONS Of NOS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER .2h0(�•� T 0 T.L D. 55 .0 PSF S E Q N - 26815 0 .IAT ON IHIS DRAWING APPLIES TO THE COMPONENT OEPICFEO HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS �II1��I�y(r110, `` DUR FAC. 1 .00 FROM B.R TR U S S� IN UNI., AND SHALL Nor BE PELI(O UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERfCrION CONrAACFOP. ,,�ANNRg11M6V4A SPA( I NG 1' I I 1 7 nS r1 nnl IY'JT Oroi ruAn UDU IU U" 1. '�4 .`_ 2 !0151-PF IKI.Y - 18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 4x2 SI' M2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 801 CHORD 4x2 SP N WI BS 4x2 SP #3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NIIIE: THIS 1RUSS MUST ()T INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK Ul1SI0l DOWN. 1011 Of 1RUSS MUST BE MARKED BY TRUSS FABRICATOR. MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. PROVIDE HANGER Al LIIT fND Of TRUSS FOR 1001.46 LBS. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1001.46 LBS. 8 1 4 24- 8-1-4 15�1_yp. 5X7= 4X4= 3X3= 3X3= 3X3= 3X3- 3X4= 5X7 T T 1-6-0 1-6-0 1 *10-3-0 2X411 5X5= 3X4- 3X3- 1.5X4111 1.5X4111 3X3- 3X4m 5X5- 2X4111 ------- 18-2-8 Over 2 Supports R-1001 W=2' R-1001 W-2' PIT TYP. Alpine TPI -95 Desion Criteria: TPI 17. 3w1 FL/-/l/-/E/-/- Scale -.375"/Ft. O M ED O O A A I M11 O R I A N i A A ALPINE ENGINL[RLD P0.ODUCf1. INC. WARN I NG TRUSSES REQUIRE E1IRLME CARE TC LL 40.0 P S F R E F R151- -84163 SHALL NOT BE PESPONS FILE EOR ANY IM HANDLING. ERECTION AND IRIpYNnlq O(VIAFION FROM THIS DESIGN OR THESE SPECIFICATIONS. Op ANY $RACING. SEE HI1.91 BY TPI. SEE THIS DESIGN SO %A RAN'24 TC DL 10.0 P S F DATE 10/30/96 O [� C� C� •••••. F 1 All UNL 10$UI1O T!I[ TRUSS IN CONFORMANCE WITH IYI FOR ADDITIONAL SPECIAL PERMANENT BRACING At (} M Q (� C� AIPINf (ONNC(IORS ARE MADE Of 2OGA GALV. SULL MEETING ASTN OUIREMENTS. UNLESS OIH(RWISE INDI(AFEO. FOP �7 71 BC DL 5.0 PSF DRW IlcusRiS) 96304038 Q Q Q AOS] GN 1/ IILEYF AT NOTE O. APPIY CONNECTORS f0 FACH FACE Of CHORD SHALL Of LATEAALII BRACED WITH PROPER 3�• ' P AL= 0 O INUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SH(ATHING. BOTTOM CHORD • = BC LL 0.0 PSF HC-ENG DAL WMR (OHNE(!CANS PER DRAWINGS 110. 150 G 1GOA F. DESIGN STANDARDS WITH PROPERLY ATTACHED A161O CEILING SEE ./l o A L P I N E LONIUAM Y/APP1ICA&LE PROVISIONS Of NOS E TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1!91) 100.PROPER TOT.L D. 55.0 P S F S E O N - 26813 0 :SAI UN THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS � •' S('` ''tiod' YA` OUR FAC. 1 .00 FROM 8.R ( IN UNI1 AND:lIAIL NOT 1E RELIED UPON IN ANY pill(R WAY, DESIGN i0 THE FRUIT ERECTION CONTRACTOR. 'NYNMI/IIIM/GLA 1 _ PI A Iu if "- IVY$ t DL SI IFIL AfI .00010 OA.f 21, F0757A-PELKEY - 14 ATTIC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 2x6 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOI CHORD 2x8 SP #1 Dense :B2 2x4 SP #2 N: :B3 2x8 SP #2 N: UPLIFT (LB): 800 760 WEBS 2x4 SP #3 :W2, W7 2x6 SP #2 N: BRG.LOC (FT) : 0.00 18.02 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). IPRfDICTED HORIZONTAL MOVEMENT IS 0.36' DUE TO LIVE LOAD ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED AND 0.23' 0[11: 10 DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. DU IFCTION CRITERIA IS 1./360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ]Ills ATTIC. TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF 40.00 I'SF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD (A) SCAB BRACE; SAME SIZE AND GRADE AS WEB MEMBER. LENGTH TO BE IROM 01 -06-08 TO 14.00.08. 1111S SAME SECTION SUPPORTS MIN. 80% OF WEB LENGTH. ATTACH WITH 16d NAILS ® 4"O.C. 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. AND 0.00 PSF ALONG THE KNEE WALLS, COLLAR-TIE TO BE BRACED WITH 1X4 #3 HEM-FIR OR BETTER 5X5- CONTINUOUS LATERAL BRACING AT 24' O.C., UNLESS A RIGID CEILING 1.5X401 IS AITACHID DIRECTLY TO IT. BRACING MATERIAL TO BE SUPPLIED AND AFIACHLD AT 110111 INDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 5X8(**)M 6 1.5X4111 LFII IND VI:RIICAI UFSIGNI'D FOR VERTICAL LOADS ONLY. 1.5X4 82 1.5X4- 6 1.5X401 5X7Q (B) (1) 2X8X16'-0' SO. PINE #1 Dense SCAB BRACE ATTACHED TO 6-9-10-- BOTTOM CHORD WITH 16d NAILS ® 4'O.C. AND LOCATED WHERE,SHOWN. BRACING MATERIAL TO BF SUPPLIED BY ERECTION CONTRACTOR. (A) W 8-3-0 7-2-7 W7 5-8-5 12-6-0 B3 5X8(**) 3-0 5X5M 8X12- (B) 5X5- 6X6- 2X41!1 O � 6 B —12-6-0 4-6-12-� Y� 2.0-0 1_ 7-9-8 _I_ 10-9-12 _I i le 18-7-4 Over 2 Supports R-1733 W-3' R-1664 W-1' PLT TYP Alpine Desiqn Criteria: TPI 17 3wl FL - Scale -.1875"/Ft. 0 0 0 0 0 0 *" tMI'ORFANT** AL/INEENGINEEREOPROOYCTS, INC. WARNING TRUSSESREOUIREEXTREME CARE TC LL 30.0 PSF REF R151- -85210 SHALL NOT RE R[SPONS ISLE FOR ANY IN HANDLING, ERECTION AND =1 � M DEVIATION TOOK THIS DESI6N OR THESE SPECIFICATIONS, OR ANY BRACING, SEE NIR-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 10/30/96 10 BUILD RUSS IN RMANCE WIT" TPI FOR ADDITIONAL IAL ENT RE FBI P. O C-1 M O ALPINEECONNECTORSTARETHAVE OF 206AOGALY. STEEL MEETING ASTM OUIREMENTS. UNLESSCOTHERWISENINDICATEONGTOP P!-t 0 CF�1 A65) GA)) EXCEPT AS NOTED. AP/LY CONNECTORS TO EACH FACE Of CHORD SHALL 0E LATERALLY BRACED YIiN PROPER �G�a q�y BC DL 10.0 PSF DRW HCUSR151 96304052 0 0 0 o No.22e BC LL 0.0 PSF HC-ENG DAL WMR O O Tp USS AND UNLESS OTNERYI Sf LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYY000 SHEATHING, BOTTOM CH00.0 •�, ,0 A L P I N E Q CONN[CIOPS PER DRAWINGS ISO, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47.0 P S F S E O N - 18381 CONT ORM Y7 APPL ICABLE PROVISIONS OF MOS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) F00.PROPER STATE OF UTRUSS SEALON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �S,; D(�R, FAC. 1 33 FR0M B R � IM ONLY, ANO SHALL MO!BE RELIED UPON IN ANY OTHER MAY. OE SIGN TO THE TRUSS ERECTION CONTRACTOR. �q�E —It Irus� snruT os - lye -r••oNA___�o� �.•••ECITu neM rRR Wono oHsnucnnN _ SPACING 24.0 H 00757A-I)EI.KEY 13 ATTIC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS h DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x6 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD 2x8 SP pl :83 2x4 SP #2 N: UPLIFT (LB): 790 900 WCBS 2x4 SP M3 :WI, W7 2x6 SP #2 N: BRG.LOC (FT): 0.00 20.54 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . DIIILCTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. COI.I.AR-TIE TO BE BRACED WITH 1X4 #3 HEM-FIR OR BETTER CONTINUOUS I.ATERAL BRACING AT 24" O.C., UNLESS A RIGID CEILING THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF IS AITACIILD DIRECTLY TO IT. BRACING MATERIAL TO BE SUPPLIED 40.00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD AND ATTACIIED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION FROM 04-00-12 TO 16-06-12. THIS SAME SECTION SUPPORTS CONTRACTOR. 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD AND 0.00 PSF ALONG THE KNEE WALLS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5- 1.5X410 6 1.5X4M 83 6 5X510 1.5X4= 1.5X4111 1.5X4= 5X740 6-9-10 W1 8-3-0 W7 5-11-5 5-8-5 12-6-0 BIK -3-0 2X4111 6X6= 6X6= 2X4111 7X10$ f+ L�_4-0-1211 lie 12-6-0 4-6-12--� C Y 0.0 ' 1 _ 10-3-12 _1 _ 10-9-12 21-1-8 Over 2 Supports —� R-1749 W-3" R-1885 W-7" PLT TYP. AlDine TPI -95 Design Criteria: TPI 17 3w1 FL/-/l/-/E/-/- Scale -.1875"/Ft. c1 0 0 o a o AA IMPORTANT** µPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REWIRE EXTREME CANE TC LL 30.0 PSF REF R151- -85206 ESIGN SMALL MHESOT Of AE SPONSIOLE FOR ANYSEE IM HANDLING, ERECTION AND Q IAIIUAEOTOFBUILDTHIS THEOTOUSS IN CONFORMANCEFWITHI CRT IIMIS.T►1 OR ANY FORCADDITIONALIB.SPECIAL PERMANENTTHIS BRACINGIGN RE If n/�F TC DL 7.0 PSF DATE 10/30/96 r ALPINE CONNECTORS ARE MADE Of 206A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �PQ;t(�1Cgr1, BC DL 10.0 PSF DRW HCUSR151 96304044 C� Q M Q A653 GO))EICE►T AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER V No.22631�. B C L L 0.0 P S F H C-ENG DAL/WMR O O TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD •� •,� A L P I N E CONNECTORS►fA DRAWINGS 130, 150 ► 160A•F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING •• SEE _ CONFORM v/A►PI ICAOIE PROVISIONS Of MDS ►TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) f0A PROPER , TOT.L D 47.0 P S F S E 0 N 26856 _'r\-1,\.\V\I^-' STATE OF p SEAL ON THIS BRAYING APPLIES TO THE COMPONENT DEPICTED NEVE DRYWALL APPLICATION. FURNISH A COPY OF IRIS ,+�.•�1oglp►;.� DUR. FAC• 1.33 FROM B R ��R U S STT-- IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. s>FEt�' ' ■.-� � , n (AIgS 'YS EI TUI MDS- (DRAT D SICU IF[CI/IC TION FOR YOOO CONSTOUCTION SPACING 24.0 M 10157A-PtIKI Y - I? ATTIC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD ?x6 S1' M2 11 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 1101 C.IIORO ?xH SIA #1 :113 ?x4 SP #2 N: UPLIFT (LB) : 940 940 WI.HS ?x4 SI' #3 :WI, W7 ?x6 SP #2 N: BRG.LOC (FT) : 0.00 21.04 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . Ill"(IfC110N CRIIIRIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. CotI_Alt 111 10 Ill RRACID WITH IX4 g3 HEM-FIR OR BETTER THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF CONI INUOUS IAIII(AI BRAIA NG Al •l4" O.C., UNLESS A RIGID CEILING 40.00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD IS AlIACIII1) UIRICIIY 10 11 . BRACING MATERIAL TO BE SUPPLIED FROM 04-06-12 TO 17-00-12. THIS SAME SECTION SUPPORTS AND AIIACIII'O Al H0111 INDS TO A SUITABLE SUPPORT BY ERECTION 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD CONIRACIOR. AND 0.00 PSF ALONG THE KNEE WALLS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5= 3X 6111 Mill 63X6= 113 3X6= 6 5X7a 1.5X4111 6-10-10 WI 8-3-0 F.i 11 5 W7 5-8-5 12-6-0 L-4 111 8-3-0 A 3X610 6X6- 7X10m 6X6m 3X610 v l+ -4 6 12-9110--- 12-6-0 J_ 4-6-12--� 2-0.0 l_ 10-9-12 _I_ 10-9-12 _J - 21-7-8 Over 2 Supports R-1918 W=7" R-1918 W-7" III TYP. Al Inp TPI -95 D si n Criteria: TPI 17.3w1 FL/-/l/-/E/-/- Scale -. 1875"/Ft. CI 1:3 C1 C1 17-11 CI "" I M P O R I A N I A A ALPINE ENGINEERED PRODUCTS, INC. WARNING (BUSSES REQUIRE ERIREME CARE TC LL 30.0 PSF R E F R151- -85147 SHALL NOT RE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND - - n_ IMVLAIIOM FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 Of TPI. SEE THIS DESIGN P F� TC DL 7.0 P S F DATE 1 0/30/96 -I IAIIIINI IU 1111110 FOIL TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PENMANENI BRACING RE PT1 p c (_J L�--) L7 AIPINL (ONNI(TONS ARE MADE OF E06A GALV. STEEL MEETING ASTM OUIREM(NIS. UNLESS OTHERWISE INDICATED, TOP P%'Q� F BC DL 10.0 PSF DRW HCUSR151 96304054 A65) 6011 INCEPT AS NO1E0. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER Np.O IPNSS AND UNIISS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 P S F HC-ENG DAL WMR SEE • 170, 150 A 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING tONnl CIONS PER ONAWI NGS -- 1 OF •.([[[/��j��jjj o A L P I N E (00110X"V/APPLICABLE PROVISIONS OF NOS E TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPER CJCP�, I TOT. L D. 47.0 P S F S E 0 N - 26854 -_ RUSS (_ (� ,JAI ONII ON[ TANGDNALINNOtAPPLIES NEL1[DTHE VPONONNOANYTOIIIENDEPICTED YAY NE RE DE SI LNDRYWALL TOAPPLICATION. TRUSS ERECTION COMtRA[TORNISH A COPY Of rN15 SIE D U R. FAC. 1. 33 FR0M B R r-I r-I I -- : SPACING S _24.0" 'Ir INTI\S NSfiIU ::NOS- IDNAL PFC IFI OR VO fi ON�. `. -- I O/!T/A III IKFY I1 1)1(: GE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 2x4 SI' N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOI CHORD 2x4 SI' N UPLIFT (LB) : 120 PLF WIGS 2x4 SP #3 :W9 2x4 SP N2 N: BRG,LOC (FT) : OVER CONTINUOUS SUPPORT :W10, W16 2x6 SI' y2 N: TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ENCLOSED BUILDING. A RIGID CFIIING OR C.ONIINUOUS LATERAL BRACING AT 24" D.C. MUSI OF PROPFRIY AlIACHf.D 10 TIIE BOTTOM CHORD. THIS GABLE END WILL SUPPORT UP TO 2'0" OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD COIIAR 111 1`0 BI BRACED WITH 1X4 #3 HEM-FIR OR BETTER VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO CONIIIIUOUS LAIFRAI. 13RACING Al' 24' O.C. , UNLESS A RIGID CEILING TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING IS AITACIII:D DIRECIIY TO IT. BRACING MATERIAL TO BE SUPPLIED DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE AND AIIACIII.D Al BOfll ENDS FO A SUITABLE SUPPORT BY ERECTION RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO CONIRACIOR. SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. NOTE: THE TOP CHORD OF THIS TRUSS MAY NOT BE CUT OR NOTCHED ION ANY WAY. CONVI:NIIONAI. IRAMING IS N01 THE RESPONSIBILITY Of THE TRUSS DLSIGNUR, PIAII MANUFACIURIR, NOR TRUSS FABRICATOR. PERSONS IRF.CIING IRIISSIS ARI CAU IIONf.D TO SEEK ADVICE BY A LOCAL PROIISSIONAI INGINIIR REGARDING CONVENTIONAL IRAMING. 4X4-- 1111 X4=1111 BU11DING DISIGNCR IS RESPONSIBLE FOR THE DESIGN OF THE AND 01:11 ING DIAPHRAGMS, GABLE END SHEAR WALLS, AND 3X6=— R001 3X6= SUPPORIING SHIAR WAITS. SIIEAR WALLS MAST PROVIDE CONTINUOUS 6 IAll RAL RlSIRAINI 10 fTIE GABLE END. ALL CONNECTIONS TO BE 11 t DESIGNED BY II f HUI11)1NG Of SIGNER. W9 3X3 3X6111 3X61n 3X3 1 MEMBER 10 Bf IATf.RAIIY BRACED FOR HORIZONTAL WIND LOADS. l Cl BRACING SYS IfM 10 Ill. DISIGNID AND FURN ISIIFD BY OTHERS. W1 + W16 7-8-8 + 5-4-6 7-9-0 5-4-6 1 B-3-0 3X4= 5X7- 5X7= --6-11-4--- --7-9-0 - —6-11-4--� R=198 PLF W-21-7-8 1_ 10-9-12 _I_ 10-9-12 _I 21-7-8 Over Continuous Support— -� Note: All Plates Are 1 .5X4 Except As Shown. .PI.T TYP. Alpine Till -95 Desicin Criteria: TPI 17. 3w1 FL/-111-/E/-/- Scale -, 1875"/Ft. (J f—) O U L-) C—J A A I M P O R IAN T"* ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REQUIRE EXTREME CARE T C L L 30.0 PSF R E F R151- -85140 SHALL NOT RE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND f=1 L� _ __ C1 C I GIVIA11ON IRON THIS DESIGN DA THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE IHIS DESIGN f F� T C D L 7 .0 P S F DATE _10/30/96 C-1 E� IAll URI IU BU I t D THE TRUSS IN CONEORMAN(E WITH TPI FOR ADDITIONAL SPECIAL PERMANFNt BRACING RE F.P N O O L� O AIPINI CONNE(IONS ARE MADE OF 20GA GALV. STEEL MEETING ASIA OUINEMENTS. UNLESS OTHERWISE INDICATED, TOP �..'q��1�4T'•. P P F . BC DL 10.0 PSF DRW HCUSR151 96304053 f� Q Q A65V GRI? EXCEPT AS NOTED. APPLY COBNECIORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER 3•CI *2 � IRu51 AND UNEt SS Oi HFRYISE 10(ATFD ON THIS DESIGN, POSITION LY ATTACHED PL YY000 SNE ATNING, BOTTOM CHORD B C L L 0.0 PSF HC-ENG DAL WMR CONNECTORS PER DRAWINGS 130, 150 R 1601 f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -• SEE • Of �(� 1=) A L P I N E CONI CAN W/APPLICABLE PROVISIONS Of NDS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (711191) FOR PROPER g1P�� ,• TOT.LD. 47 .O PSF SEON - 26850 �\\T\�\�(� Sk AI ON 11115 DRAWING APPLIES TO IME COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS � • I' =�T (J S S ""' _—1 IN DNI Y. AND SNAIL NOT BE Rk1if0 UPON IN ANY 011110 WAY. DESIGN TO THE TRUSS EPEC TI ON (ONFRALIOR. Fo DUR .FAC 1 33 FROM B R 1 I 1 � Ai P,•, "PAC I r, 2 n 11 _. I ,IInn1 +i5 - ( INu Dr '', ,,,TtEu I wonD nD" ---�: —� t '�, 1) --� ----�