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Permit 1601 Linkside Dr (vault) r � ! 1 ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING �v" 9!, UNDER SLAB PLUMBING SLAB / ' ` gj FRAMING COVER-UP 30 9 INSULATION I/- �3 '_9r FINAL BUILDING /' a CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # j p k6 INSPECTIONS ROUGH 3 FINAL / 7L-1 MECHANICAL PERMIT # /0992- PLUMBING dQ92- PLUMBING PERMIT # NOTES : t •AMR TO LATWT JIMMIa,Is to rAC[OF AIR.FJI. T R•Mt t m nt t Of GOR. t.COTTON GORt �J F4 T t� x oA v -Nr T24 „ 8_ �} + T25 n T15 0 —6-1 Od O. t PION OA i KT 1995 to sAP Sltt R 1 G To a SIRE:N•.IOWO NG ri H.Y O.O. Tie ANGER DGVNLOA0 UPLIFT Hl t,S26 zTs,. ,z�. T19 Building and Zo ing � rn � W BULDER/ FRAMER RESPONSI<3N I1Y TIOi Q N fO REFER fO 5W5ON CK&OUt FOR - Te COMHt 145fAI LAfION C+llsDELINES. ° Te y -4 'OT7 N TPP Co O ALL N&5 t0 9 5ME12 BY ftILM9. TPI T-1 Tpo H � V.,� fH115 LAYOUf IS M1IENDED FOR U5E A5 A GSE fO M65 f'LAf.EWW ANCI T4 O i LOCAWN OF CO*UfM5. ° REFER t0 ENGINEERED MANN65 FOR CL PROPER IM55 PLACEMENT AND INFORMA110N REWWW NPPX.VV.1Rt155E5. T3 TP TO N GO Y U U� 21' 16' Cr ROOF FRAMING PLAN N 6 Q W NOT TO SCALE SHEET 2 2 Jot): - 4 T HIP 7 THIS DWG. PREPARED FROM COMPUTER NPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 950 940 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx xxx HANGER xxx H5 - -455#(JaCkS Only) HUS26 - + 2751# -1286#(fOd 1ply) MTS12 - -1000# HUS26 - + 3315# -1560# 16d 1ply) MTS12 - -2000#(2 Each) HHUS48 - + 4299# -16600110d 2ply) MTT28B - -3786#(2 Each)) (100)1 HHUS48 - + 51800 -20000(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 ■ + 6640# -2199#(t(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650# 16d 20y) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945# 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 � J f 7 7 7 7' T 5 3X4 5X5 P 1 .5X3 1.5X3 6v m 4X5(A2) 4X5 (A2) X X 21 ' -) �7' 7 7' R=2105;1` W=3"8 578# 5780 R=2105# W=3"B TAY T11 SED: 83940 PL?. Ty . -ALPINE DESIGN CRIT-TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PpOOUCtl, INC. TRUSSES PEGUIRE EXTREME CARE 01/18/94 TC LL 30.0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FDP ANT ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIDNS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN a11111'1R� TC OL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD TILE TRUSS IN CONFORMANCE WITH UST88 BY tPl. FOR ADDITIONAL SPECIAL PERMANENT BRACING REaALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, 70P _ - BC OL 10 .0 PSF DRWG ARAB OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 _ ?AM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY AtTACHEO PLYWOOD SHEATHING. BOTTOM CNORWT W BC LL 0 •0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 C 180A-F. DESIGN STANDARDS WtTH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - T 0 T.LO. 47 .0 PSF 0/A LEN. 21-0-0 CONFORM W/APPLtCAOLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 0 SEAL ON TNIS=ING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q a` DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED WON IN ANY OTHER MAY. DESIGN TO TIRE t"S ERECTION CONTRACTOR. INE ?aaa • TPI . TTAIS%PR-ATF IMRTIT111F. MOR. 1RR1 MATTOMAI NFRIRM RPFRTFTCATt c vnM nnu¢Ta,rTTnu ��RI.....� SPACING SEE ABOVE iTyp;: HIPS 4N Job: (5-01431 10T T2 2V0 HIP 9 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP Q N UPLIFT (LB): 570 570 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------- ------------------------------------------------ MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON)OR EGUAy (P)IFTMA GER REOUIREMENTS --------------------------------------------------------------- NNN UPLIFT NNW I NNN HANGER NNN H5 - -455#(Jacks Only) II HUS26 - + 27510 -1286#``100 1ply) MTS12 - -10000 I HUS26 - + 3315# -1550#(16d (ply) MTS12 - -2000#(2Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT288 - -37860 2 Each) (10d))I HHUS48 - + 51800 -20000(16d 20y) MTT28B - -4455#(2 Each) (16d) HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' -- -aim 3' -T- 9' 06 4X; (R) T m = 1 .5X3 1.5X3 0 6 p 3X4 (Al) X4 (A 1) �3 X3X7;? B. L 21 ' -I 21 ' - -(-2' +� R=1140# W-3"8 R=11401 W=3"8 PLT.fTYP.-ALPINE DESIGN CRIT-TPI OTY 1 TOTAL - i REV. 17.2m SCALE680?2500 ALPINE ENGINEEPEO PRODUCTS, INC. TRUSSES nEDUTAE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF _ t *IMPORTANT**SHALL HOT BE RESPONSIBLE FOR ANr ARNING IN HANDLING. ERECTION AND DEVIATION FRO11 TH[S DESIGN ON THESE SPECIFlCAtI0N5. On ANY BRACING. SEE HIB-9f BY tP1. SEE THIS DESIGN •��U$ EN TC DL 7 0 PSF DATE 01/18/95 FAILURE 10 BUILD T E TRUSS IN CONFORMANCE WITH OSTBB BY IPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. Top - BC DL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0.0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTDM CHORD N 8C LL CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - T O T.L.D. 4/ •0 PSF OSA LEN. 21-0-0 CONFOPM W/APPLICABLE PROVISIONS OF NDS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 qIO SEAL ON THIS DRAWING APPLIES TO 711E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COY OF THIS Q ,- OUR.FAC. 1 .33 IM ONLY. AND SMALL NNOT BE RELIED UPM# IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. E `� W--TPI .TRUSS PLATE INSTITUTE. NDS. 1991 NATIDNAI RESIGN SPFr1FTrAT1l1N VP0""nn rm.eTo+•��•+•• ��HH•... SPACING 24.0TYPE HIPS d m - TLITEATTIC THI WG. PR PAR FROM COMPUTER INPUT L ADIMENSIONS) SUBMITTE Y TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x5 SP 02 UPLIFT LB t470 460 WEBS 2x4 SP 03 BRG.LOC tFT0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) A RIG[D CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. WIND SPEED • 100.00 MPH. MEAN HEIGHT 155.00 FT. ENCLOSED MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)•Gravity I-)-Uplift --------------------------------------------------------------- NNN UPLIFT NNN NNN HANGER MMM H5 455#(Jacks Only) HUS26 • * 27511 -1286/ Iod (ply MTSI2 -10001 HUS 26 • + 3315• -15501 16d (ply NTS12 -2000#12 Each HHUS48 • • 4299• -1660f 10d 2ply MTT288 -3786# 2 Each110d1 H US48 ♦ 51801 -20001 16d 2ply MTT288 - -44550 2 Eech f6d HGUS4B " 4 66401 -21991 1Od 2ply MST60 -46881 Per 201y) HGUS48 • * 80001 -26501 f6d 2ply CS150 -16501 IEach) HGUS5.5- +113351 -39451 f6d 3ply --------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6" ►� 10'6" -� 4X5 (R) m 1.5X3 1.5X3 6v to 3X5(A 1) X5 lA 1) 3�3e' �• 21 ' 1-2- 21 ' 2' -� R=177011 W-3"8 R=17701 W=3"8 PL TA?. DESIGN CRIT=TPI OTY - 4 TOTAL - 4 REV. 0.2m REALEf-0.2500 ALPINE ENGINEEREO PROOUCIS. INC. ITIMSES REDUIRE EXIAEIE CARE 08/03/95 TC LL 30 .0 PSF REF l(IMPORTANTXX sHALt 101 BE RESPONSIBLE FDR ANY ARNING IN HANOLING. EPEct1oN AND „11tH ,, F DEVIATION RTIN THIS DESIGN OR NESE SPECIFICATIONS, OR ANY BRACING SEE NIB-91 BY TPI SEE THIS DESIGN �` S TC DL 7 .0 PSF DATE 08/03/95 (tt FFAILURE i0 BUILD THE tgyyg IN CW dN,ANCE MITN OgrBB By IPI FOR ADDITIONAL SPECIAL PERNANENI BRACING AlfU ' J Al PI NE CONNECIOPS ARE NAOF OF TOGA GAE.Y STEEL HEFTING ASIR GUIRENENIS UNLESS OTHERWISE INDICAIED. IOp - - BC DL 10 .0 PSF DRWG 4446 GN B EXCEPT AS NOIIO APPLY CONNECTORS 10 EACH FACE OF CNDTq SHALL BE LATERALLY BAKED MIIN iNIDPER c I"S AND UN,ESS 0114ERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SIEAINING. Bottom CHORD �06 BC LL 30 .0 PSF LJS COWACIORS PER DRAWINGS 1w. 150 G IGOA-F. DESIGN SIANDAAM WITH PROPERTY ATTACHED RIGIO CEILING - SEE - STATE Of = TOT.LD. 77 .0 PSF 0/A LEN. 21-0-0 CONFORM W/ADPL tt ABLE PROVISIONS OF NOS t 1P1 AN ENFi1NEEA'S ALPINE TECHNICAL UPDATE 17/t/911 FOR PROPER ' SEAL ON THIS DRANING APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS �OR10� qr` OUR.FAC. 1 .33 IN QALY. AND SHALL NOT BE REL ICO UPON IN ANY 0114A WAY. DESIGN 10 164 TRUSS EREC/10N CONIRAC TOR. ...... ,N....,,.. N.,,.».., ,Y:.t..•........,w. eNw � .,d r.. SPACING 24.0" ITYPF COMN a e JOb' - T - T4LITEATTIC THIS WG. PREPARED FROM COMPUTER INPUT (LOADS CDIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x5 SP 12 UPLIFT ((LL8 : 470 330 WEBS 2x4 SP :3 BRG.LOC (FI�: 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. WINO SPEED - 100.00 MPH. MEAN HEIGHT 15.00 FT. ENCLOSED -------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 10•Gravity 1-1-Uplift --------------------------------------------------------------- ■IIM UPLIFT xxx xxx HANGER Sills H5 4551(Jacks Only) HUS26 + 27511 -12861 100 fDly NTS12 -10001 HUS26 + 3315: -15501 f6d 10)y MT512 -20001(2 Each HHUS46 + 4299: -16601 fOd 2ply MTT298 - -37861 2 EeCh (10d HHUS48 + 51801 -20001 16d 2ply NTT288 -44551 2 Each 116d� HGUS48 - + 66401 -21991 10d 2ply NST60 -46881 Per 2p1y) NGUS48 - + 80001 -26501 16d 2ply CS150 - -16501 IEach) HGUS5.5• +113351 -39451 16d 3ply ------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- — 10'6" 10'6" 4X5(R) m 1.5X3 1.5X3 6v in 3X5(A1) X5(A1) — "�8• 4RX 16 3X6 m 21 ' (� f 2- 21 ' R-1780# W=3"8 R=16071 W=3"8 TA? T4 SEO: 16304 PL TYP.—A P NE DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TuusSE{...I E EXTREME CARE 08/03/95 T C LL 30 .0 PSF REF (� *I MPOR T AN T f1 11 SHALL Not K RESPONSIBLE FOR ANY A RN I NG IN MANGLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE NIS-{! By TPI. SEE THIS DESIGN d,� E TC DL 7 .0 PSF DATE 08/03/95 TATUMIE TO BUILT) IHE TRSS IN CONFORMANCE WITH OSTOS aY IPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING PEALPINE CONNECTORS ARE MADE OF SGA GALV. STEEL MEETING ASTM a1REMENtS UNLESS OTERWISE 1wICATED. TOPBC DL 10 •0 PSF ORWG AAA{6R B Ex[EPl A4 NOlEO APRT CONNECTORS 10 EACH fACE QF CNGRO SNAII 0E LATERALLT BRACED WITH PROPER - - IRLSS ANO TMlfSS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHTED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 30.0 PSF LJS CONFEC/ORS PER DRAWINGS 110. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 77 0 PSF 0/A LEN. 21-0-0 CONFORM r/APPLICABLE PROVISIONS OF NOS C IPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/511 FOR PROPERe `SEALON Tris=ING APPLIES TO INE COMPONENT OFPICIED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS ' DUR.FAC. 1 •33 INONLY, ANGSNMLLNOT BE RELIED WON IN ANT 01149 WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR..•TPI • TRfiS INANf INSTITUTE. NGS • t"I NATIONAL DESIGN SPFCtFtCATIOM Fat HOLO CONSIAXITOM �N'n!H" ` SPACING 24.0" --_. TYPE_. COMN 4 T T - - HIP 1 •4 SR THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 550 450 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+).Gravity (-)Uplift --------------------------------------------------------------- Wxx UPLIFT UK% i WRN HANGER N*x H5 - -455#(Jacks Only) HUS26 - + 2751E -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d )ply) MTS12 - -2000#12 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT28B - -3786/(2 Each) (100) HHUS48 - + 5180# -2000#(16d 2Ply) MTT288 - -4455#(2 EaCh) (16d)� HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS m I— 10.4" �� B 8R -I- m-•-� 4X6 1.5X3X5 X2 mT I.5X3 to zo 6 [;7- ~ UT v 3X4 (Al) 3X4 3X8 l B 3X4 3X3 20'8"8 _t R=1150# W=3"8 R=949# W=3" TAG = T5 SEO: 83945 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 01/18/94 T C LL 30 .0 PSF REF (� *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �T Tt1111' I��� TC DL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST00 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE µ. - • v� � Q\\\\\\V^ PINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENIS. UNLESS 0111ERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG O AAAB GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 0E LATERALLY BRACED WITH PROPERNL - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x - 8C LL 0 .0 PSF L.JS CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.L D. 4 7 .0�H/A LEN. 20-8-8 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ORICIr QPM OUR.FAC. 1 .33 lM ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE-`���` cnAF`1r A,r 'A n'• CE7Cf Job: T 20-11-8 HIP '4 SR THIS DWO. PREPARED FROM COMPUTER INPUT ADS 9 OIMENSIONS) _SUBMITTEOY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 550 460 WEBS 2x4 SP #3 8RG.LOC (FT): 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SSC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift ------------------------- ------------------------- N*m UPLIFT MNM I MMM HANGER MMM H5 - -455#(Jacks Only) 1 HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# HUS26 + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each j HHUS48 = + 4299# -1660#00d 2ply) MTT289 - -3786#(2 Each 10d) HHUS48 = + 5180# -2000#((16d 2ply) MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#8 Od 2ply) MST60 - -4688#(Per 2ply) I HGUS48 + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945# 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 12'4" -1- 4'8" -----�-3-8-8 --� 5X6 5X5 X2 M 1.5X3 T to 6 C,7- to co r-I a Q 3X4(A I) � e' X 3X3 �W­2' + - 20,8"8 J R=11500 W=3"8 R=949# W=3" PL = T6 SEG: 83950 TYP.-ALPINE DESIGN CRIT-TPI QTY - i TOTAL = i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF **IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN .��� 1 E'�. TC DL 7 .0 PSF DATE 01/18/95 FAILIJAE TO BUILD TILE TRUSS IN CONFORMANCE WITH OSIBB By TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORSARE MADE OF 200A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BL.F, OL 10 •0 PSF DRWG 0 MAS GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 USS - O O PSF L JS TRANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTAC1E _D PLYWOOD SHEATHING. BOTTOM CHORD W BC L L CONNECTORS PER DRAWINGS 130. 150 S tSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE: OF T D T LD 47 .0 PSF D/A LEN. 20-8-B CONFORM W/APPLICASLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER * ']'] SEAL ON 1415 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORVWALL APPLICATION. FURNISH A COPY OF THIS ' L(. O qjD Q � OUR.FAC. 1 .3 3 IN ONLY, MRI SHALL NOT 0E RELIED UPON IN ANY OTHER MAY. DESIGN i0 THE IRUSS ERECTION CONTRACTOR. �IEEVF � ` •--TPI - TRUSS PLATE INSTITUTE. NOS 1891 NAI TONAL OEStf.N RPFf.tFtf.AtTM/FMf��nn.�nNetn+`ttma .I..,,I SPACING 24.0" T YPE SPEC b' 5- 4 T T7 20-11-8 HIP 4'4 SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N UPLIFT (LB): 550 450 WEBS 2x4 SP f3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILINGM-Gravity (-)•Uplift ------------------- ONLY. 00 NOT USE WITH PIASTER CEILING. --------------------------------- NNN UPLIFT NNN ( NNN HANGER NNN (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH H5 455f(Jacks Only) 1 HUS26 - + 2751f -1286f(fOd iply) 8d NAILS 1 6* O.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 - -10000 1 HUS26 - + 3315! -1550f(16d 1ply) ERECTION CONTRACTOR. MTS12 - -2000f(2 Each) i HHUS48 - + 4299f -1660f(IOd 2ply) MTT28B - -37860(2 Each) (104)1 HHUS48 - + 51801 -20000(16d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTT288 - -44550(2 Each) (16d)l HM48 - + 6640f -21990(10d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MST60 - -4688f(Per 2ply) 1 HGUS48 - + 8000f -2650f(16d 2ply) CS150 - -1650f(Each) I HGUS5.5- +113350 -3945f(16d 3ply) - ------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14 '4" -I m+F-5- 11"8 ----1 3X5 (R) X2 m 1.5X3 T cA, 6 (7 3X4 (A i) X 3X �• 20' 11"8 -+' 20' 11"8 R-1162# W=3"8 R=961# W=3" G SED: 83963 TAY DESIGN CRIT=TPI OTY = i TOTAL = 1 REV, 17.2m SCALE =0.2500 ALPINE ENGINEEIEG PPOOUC IS. INC. TRUSSES REWIRE EXTREME CARE 01/18/94 TC LL 30 .0 0 PSF REF - f� X*IMPORTANT*)(SHALL NOT BE RE$PONSIBLE FOR ANY ARN I NG IN MANDL ING' ERECTION AND — DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H18 -91 By TPI. SEE THIS DESIGN T C OL 7 .0 PSF DATE 01/18/95 0 O (I \\UwVvi►V\ FAILFAILURETO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACINNNG RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIPEPENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER -- 5606 . YAMS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION Lr ATTACHED PLYWOOD SHEATHING, BOTTOM CHWWRo N BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130, 150 C 160A-F, DESIGN STANDARDS WITH PHOPEiLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.L D. 4 7 O PSF 0/A LEN. 20-1 1-8 CONFORM*/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (O RIS* p'` SEAL ON THIS ORAWTNG APPLIES 10 THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FUWNISH A Copy OF THIS �,e�Q DUR.FAC. 1 .33 IN ONLY, AM SHALL NOT 6E PELTED UPON iN ANr OTHER MAY. DESIGN TO UNE TRI/5S ERECTION CONTRACTOR. P SPACING 2 4.D" ITYPF SPE C A--TPI - TRUSS PLATE INSTITUTE. MOS- 1921 NATIONAL IIFRITWN R—CIFTN."ON F"R N �N Tt 1"N rrr I.....P — 4 j g5.4_18 37'0 TRAY HIP THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N :T1 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SPP 03 N BR6[LOC (FTTI: 0'00 3671 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH WINO SPEED - 1----- MPH. MEAN HEIGHT - 1---- FT. ENCLOSED ---------------------------------------------------CLOS-------- 80 NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACjoh, (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MNN UPLIFT MKM i MMM HANGER KKK MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -455#(Jacks Only) I HUS26 - + 2751/ -12861(100 tplyl - MTS12 - -1000# 1 HUS26 - + 33150 -15501(16d III Iy11 MTS12 -20001(2 EBCh) I HHUS48 - + 42990 -1660. 10d 20 MTT288 - -3786/(2 Each) (fOtl)1 HHUS48 + 5180# -20001(16d 2ply) MTT288 = -44551(2 Each) (160)1 HGUS48 - + 66401 -2199#(t0d 2ply) MST60 -46881,Per 2ply) HGUS48 + BOOOI -2650#0 6d 200CS150 - -1650#(Each) I HGUS5.5- +113351 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9'8" 1- 12'8" ----� 5X6 1 .5X3 5X6 m 3X4 ( .5X3 6 p (A) 3X6 (A f) 3 X 6(A 1) Xq T_49. �3 X X3 ��g• 5X8 } 37' 37' N� R=18920 W=3"8 R=1892# W=3"8 PLT. TVP.—ALPINE DESIGN CRIT=TPI OTY = f TOTAL = 1 REV. 17.2m SCALEf-0.1667 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REOUIRE EXTREME CARE 09/11/95 TC LL 30 .0 PSF REF *I MPOR T A N T X*SHALL NOT at RESPONSIBLE FOR ANY WARNING IN HANDLING, MC71ON AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HIO-91 BY TPI SEE THIS DESIGN �I-'{'1j1"17T• T C DL 7 .0 PSF DATE 09/11/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS18a BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING AStM OUIPEMENIS UK ESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG O A446 OR B EXCEPT AS NOTED RUS . APRY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - tS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M - BC LL 0 .0 PSF L JS IO 47 .0 t CONNECTORS PER DRAWINGS 130. 150 0 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF = T O T.L O. `+7 .O PSF O/A LEN. 3 7—0—0 CONFORM M/APPL tCABLE PROVISIONS OF NOS C iPt. AN ENGINEER S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' p SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISM A COPY OF. THIS K IR �. 0 RQ' DUR.FAC. 1 .•3 3 IN ONLY, AND SHALL NOT BE PELTED ON IN ART OTHER MAY. DESIGN TO TINE !BUSS ERECTION CONTRACTOR. /NEE^`,� SPACING ^4 Q" SPEC W--TP • t AT T t i NATIONAL N SPECIFICATION FCONSTRUCTION_ •T�l TYPE Jot): (5-01431—LOT T9 37'0TRAY HIP 14'8 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N : T4 2x4 SP :I Denser PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP :2 N UPLIFT (FB): 0700 36720 WEBS 2x4 SP :3 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED IA) 1X4 -T- BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS Q 6. O.C. BRACING MATERIAL TO BE SUPPLIED By TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MNM UPLIFT MNN ) NNN HANGER NNN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - H5 - -455:(Jacks Only) I HUS26 - +"2751! -12861(10d (ply) MTS12 - -10001 1 HUS26 - + 33151 -1550:(16d (ply) MTS12 - -2000/(2 Each) 1 HHUS48 - + 4299: -1660/(10d 2ply) MTT288 - -37862 Each) (10d)l HMUS48 - + 51804 -2000:(16d 20y) MTT288 - -4455:(4(2 Each) (16d)j HGUS48 - + 6640( -21991(fOd 2ply) MST60 - -46881(Per 2ply) HGUS48 - + 8000: -2650:(16d 2ply) CS150 - -1650:(Each) I HGUS5.5- +11335: -3945:(16d 3Dly) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X6 5X6 3X4 3X5 1.5X3 CD ( .5X3 A) T4 6 U7- 3X6 (A 1) 3X6(At) 3 X3X4 3 X X X8 2X3 37' I Nu y+ 37 `�--� R=1892# W=3"8 R=1892# W=3"8 PL1 . TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE1-0.1667 *IMPORTANT"I* ALPINE ENGINEERED PIT 1TS. 11 TRUSSES REQUIRE ExIPEME CARE 09/11/95 TC LL 30 .0 PSF REF SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANOLING. ERECTION AND ,` ,TTLTT DEVIATION FROM THIS DESIGN OR TSE HESPECIFICATIONS. OR ANY SPACT14G SFE HTO-9t BY TPI SEE THIS DESIGN .tVS E'' TC OL 7 .0 PSF DATE 09/11/95 (L \\UwVVINU\ FAILURE 10 BUILD IME TRUSS IN CONFORMANCE WITH OSTB6 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v ALPINE CONNECTORS ARE MADE Or 20GA GALV. STEEL MEETING AStM OUIREMENTS UNLESS ONTFAWISE INDICATED, TOP - BC DL 10 .0 PSF DRWG A446 OR 9 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 0/ LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTTEPWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHFO PLYWOOD SHEATHING. BOTTOM CMDTM) W BC LL 0 .0 PSF L JS CONNECTORS PEP DRAWINGS 130. 150 C I60A-F. DESIGN STANDARDS WITH PPOPEq.Y ATTACHED RIG10 CEILING -- SEE STATE of = TOT.L D. 4 7 .O PSF D/A LEN. 3 7-0-0 COW"W/APPLICABLE PROVISIONS Or NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PPOPER L 0 RID IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE IRUS$ERECTION CONTRACTOR. INE - P: SEAL ON /HIS DRAWING APPLIES r0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS , � Q' DUR.FAC 1 33 EpC' ---TPI - r AT t T T NAr A NSPECIFICATION FOR W000 CONSIRUCTION 11T.TTI ``` SP ACING 24.0" T YPE SPEC 4 j TJ0 37*0 TRAY HIP 16'13 THIS DWG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 Sp 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP I2 N UPLIFTC IFB1: 07030 0 36720 WEBS 2x4 SP 03 .72 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED ------ ----- - - - - - - - - - ----- - ------ ---- ---- ------ - ----- --- -------- BO NAILS ! 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (fl-Gravity 1-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O C. NxN UPLIFT NNN INMN HANGER NNN MUST BE PROPERLY ATTACHED TO-THE 80TTOM CHORD. H5 - - -455#(Jacks Only) I HUS26 + 2751/ -12860(10d 1ply) ' MTS12 -10000 1 HUS26 + 3315# -1550#I16d Inly) MTS12 - -20000(2 Each) I HHUS48 + 4299# -1660#(10d 2ply) MTT288 -37860(2 Each) (fOd)I HHUS48 - + 5180# -2000#()6d 2ply) MTT28B = -44550(2 Each) I16d)1 HGUS48 = + 66401 -2199#(10d 2ply) MST60 = -4688#(Per 2ply) 1 HGUS48 + 80000 -26500(16d 2ply) CS150 1650#(Each) I HGUS5.5- +11335# -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 113 13 16 8 5X5 X5 3X4 3X4 m 3X5 3X5 pl 1 .5X3 ) 1 .5X3 (A) 6 C7 X6 (A S) 3X6(A1) X4 3 -yam�B 3xb X X9 1 .5X3 37' C'• 37' R=1892# W=3"8 R=1892# W=3"8 PL?. TYP. -A PINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCAALEIO O: 1-0.1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CAPE 09/11/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND t TC DL 7 .0 PSF DATE 09/11/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIO-91 BY TPI SEE THIS DESIGN �FA1lUPE f0 0U1LD THE TRU55 IN CONEORMANtE MIiM pStBB BY TP1 Epi ADDITIONAL SPECIAL PERMANENT BPA[ING PE ALPINE CONNECIORS APF MADF Ot POGA GAIV STEEL MEETING ASTM OUIPEMENTS UTRFSS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG A446 GR 9 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CI.On0 dull TN IAll nAl1Y RnACFO Willi Pnomn - 5606 - TRUSS AND UNLESS OTHERWISE LDCATEO ON THIS DESIGN. POSITION LY ATTACHED PtYWDDD SHEATHING. BOTTOM CHORD N BC LL 0 .0 PSF L JS CONNECTORS PER OnAWINGS 130. 150 C 160A-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - T O T.LD. 47.0 PSF 0/A LEN. 37-0-0 CONFORM*/APPLICABLE PROVISIONS OE NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER '- SEAL ON THIS DRAWING APPLIES TO THE COMP ARID' P: i .33 COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS Q IM ONLY, AND SHALL MI1 6E RELIED UPON IN AM OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. INEEa`'L•��I SPACING 24.0" SPEC 0--TP • T ATINSTITUTE. NATIONAL SPECIFICATION f CONSTRUCTION '��N NN T .i" _INGTYPE, _..._. s » Ob: (5-0143) T T1 7'0 TRAY COMMON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTEO 8Y TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N eR ILOC (F8) : p730 36770 WEBS 2x4 SP /3 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 80 NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. xxx UPLIFT wxx ) x HANGER xxx MUST BE PROPERLY ATTACHED 10 THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - .';7510 -1286/(10d Tply) MTS12 - -1000/ 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20001(2 Each) I HHUS48 - 4299# -1660000d 2ply) MTT288 - -37861(2 Each) (100)1 HHUS48 - + 5180# -2000#(160 2ply) MTT288 - -4455t(2 Each) HGUS48 - + 66400 -2199t(fOd 2ply) MST60 - -4688tIPer 2ply) I MGUS48 - + 8000# -265011160 2ply) CS150 - -16501(Each) I HGUS5.5- +113350 -39451 16d 3ply) -------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 19'6" 17'6N _I 5X5 3X4 3X4 m X5 3X5 A) 1 .5X3 0 3X4 6 F7- X6 (AS) 3X6(AU T -TV3 X I_ .... ' l 1 .5X31 .5X3 f 37 15X3 �—N-}• 19'7" 12 - T -�— 16 0"8 -'E`ej �• 3.7 R=1892# W=3"8 R=1892# W=3"B TAG = T11 SED: 17215 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = i TOTAL = 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PPODMTS. INC TRUSSES PEOUIRE EXTREME CAPE 09/11/95 TC LL 30 .0 PSF REF *IMPORTANT)*SHALL 1401 BE RESPONSIBLE FOR ANY WARNING I14 HANDLtNG. ERECTION AND Lt11 E DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY TRI SEE THIS OE5TGN �, ' �•�• �L FAILURE f0 BUILD THE TNNgU55 IN CONFORMANCE WITH OSTBa BY TP1 FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` vus TC OL 7 .0 PSF DATE 09/11/95 O\\\\\ ALPINE COECTORS ARE MADE OF 200A GALV STEEL MEETING ASTM OUIREMENiS UM.ESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG OA446 GR B EXCEPT AS NOTED APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BT LATERALLY BRACED WITH PROPER - 5606 RU - TSS ANO UNLESS OTHERWISE LOCATED ON THOD IS DESIGN. POSITION LV ATTACHED PLYWOSHEATHING. BOTTOM CHORD x BC LL O .O PSF L JCONNECTORSCONNECTORScoCTs nER oRAWtNGs t3o. t5o t tsoA-F DESIGN sTANDAROS WITH ppOPETxY An ACHED RIGID CEILING -- SEE STATE Of TOT.LD. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICMILE PROVISIONS Or NTS C IPI. AN F.NGINFLAF ER'S AI PITECHNICAI UPDAif 17/1/91) FOR PROPFR ED Ate ' R SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPiCIED HERE OPYMAIA APPLICATION fUnMISH A COPY Of THIS v OUR FAC. 1 .33 SPEC IN ONLY. AND SHALL NOT BE RELIE0 UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IAfEE�', SPACING 24.D" ITYPESPEC ••-TP • T AIINSTITUTE. NAt A f Al f 1 f ••Nfl 11�1�L A = -0 4 T T '4" COMN GIRDER V T 'B" SB THIS DWG. PR PARE FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 560 550 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 13.04 TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , 01 HIP DESIGNED TO SUPPORT 06-08-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)`Uplift --------------------------------------------------------------- NxN UPLIFT NNN I Nun HANGER NNN H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MYT288 - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply! MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650# 160 2ply CS150 - -1650#(Each) i HGUS5.5- +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 13'4" if 6'8" •-�- 6'8" 4X4 (R) Tn 3X6 X6 00 6 p m 2X9(A If 4X7 5X6 X9 (At) 1' 4"3g d 4 5X7 �--2' --- --3'3"8 — 6'9" --- --3'3"8 }- 2' --1 �-• 13'4" if 6'8" 6'8" - -I R=1295# W=3"8 1032# R=1296# W=3"8 PLGg = SED: 83913 7. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = i REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES AEOUIRE EXTREME CAPE 01/18/94 T C LL 30 .0 PSF REF (� *I MPOR T ANT*X SHALL NOT BE RESPOMSIOLE FOR ANYWARNING IN HANDLING, ERECTION AND �f {� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN .� T C DL / 0 PSF DATE 01/18/95 ^ \\U�wjV1Av\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH Os T88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �US ALPINE CONNECTORS APE MADE OF MA GALV. STEEL MEETING ASTN OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ - BC DL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N5606 BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130, 150 9 IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING --SEE - STATE DF = TOT.LD. 47 .0 PSF 0/A LEN. i 3-4-0 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER D RIO' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 9•,' OUR.FAC. 1 .33 IN ONLY. AND SHALL MOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�',.` SPACING SEE ABOVE SPEC •--TPI • THRAS PLATE INSTITUTE. NOS- 1991 NATION- —1—��.�•�.-•�.-...•.....,....W•___.-. '''•I........ TYPE Job: (5-0143)- t OT 95 / T13 37'0 TRAY HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 :T3 2x4 SP It Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. DOT CHORD 2X4 SP f2 N :84 2x4 SP III Dense: UPLIFT (LB): 340 750 750 B5 2x4 SP 11 W. BRG.LOC (FT): 0.00 13.04 36.71 WEBS 2x4 SP t3 :W5 2x4 SP 02 N: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SDC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BEARING BLOCKS: NAIL TYPE: 0.13lx3.O Q nails --------------------------------------------------------------- BRG X-LDC /BLOCKS LENGTH/BLK (NAILS/BLK TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS f (3.042' t 12" 8 (+) -Gravity (-)-Uplift NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. --------------------------------------------------------------- BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. xxx UPLIFT xxx I www HANGER mxm H5 -4550(Jacks Only) I HUS25 - + 27510 -12868(tOd iply) (A) 2X6 'T' BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH MTS12 - -10000 1 HUS26 - + 3315/ -15501(160 Idly) 16d NAILS 1 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 - -2000#(2 Each) I HFIUS48 - + 42991 -1660100d 2ply) ERECTION CONTRACTOR. MTT28B - -37861(2 Each) (fOtl1I HHUS48 - + 51e01 -20001(160 2ply) MTT28B -4455/(2 Each) t1160 HGUS48 - + 66400 -21990(10d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MST60 - -46881(Per 2ply) I HGUS48 - + 80001 -26501(fSO 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CS150 - -1650#(Each) 1 HGUS5.5- +113350 -39451(16d 3ply) --------------------------------------------------------------- SPECIAL LOADS REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 13.29 TC - From 161 PLF at 13.29 to 161 PLF at 30.00 TC - From 74 PLF at 30.00 to 74 PLF at 39.13 BC - From 20 PLF at 0.00 to 20 PLF at 13.29 BC - From 45 PLF at 13.29 to 45 PLF at 30.00 BC - From 20 PLF at 30.00 to 20 PLF at 37.00 SC - 579 LB Concentrated Load at 30.00 �- 37' -� 3X6 I-_9 21 -�--7 --� T 5X5 X4 X X4 X5 II 6 p 3X4 1 .5X3 4'10'3 X8 (8 1) j335 (Ai) 1 5X8 t5 M X6 HS �8' _=�p,X5 3X5 B5 �---- 13'0"8 5X6 23' 118 1 N_(_m6.911 + 23'8 8 Nl 37 ' �- 30' -}--7 ' ---{ R=628# W=3"B R=3308# W=3" R=2297# W=3118 SED: 1B066 PLT. TYP3-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.2m SCALE =0. 1018 AI PINE ENGINFEnEo PnooU[rs. INC. TnI155CS nFO111nE EXTKITE CAnF 01/18/95 TC LL 30 .0 PSF REF *IMPORTANTx* SnAll NOT IIIRESPONStOLF FOn ANS ARNING IN IUNOI IN(;, FRECITON AM)DEVIATION fPON THIS DESIGN On I.sSE SPECIFICATIONS, On ANY Hiwimi; Sf:F Nil! 31 BT TI•I. SCF THIS DESIGN 11eTC OL 7 .0 PSF DATE01/18/95 FAII-LPF to Bllll.n IIs tAUSF IN CONFORMANr.0 WITH OSIOB nY TrlFDn ADnITIONAI SPUTAL IIFH-ANFNT OTIACING IIT [�of MI'INF FONNIC10115 Anl MAOI P !'ODA GAIV. STEEL MEfTING ASTM nu VII MI N:'.; timid; nniiow;!;. IM)II:AtID, fr _ BC DL 10 . 0 PSF ORWG AAA(1 G11 I! I(ICI�'; A5 N0 !A • I INN ,'0115 IO EA:1I 1 ACT IT L'tVlI IAI I 111 A-!nAl l Y 1111 A;l I)N11H r.Iol•I n 0 _ /1IIhI S AA1NII . "A 11M 1 I'fA'•1 ON „IS DESIGN I'OSI 1ION v A11 AT I,.I: J)1 r111 A:.IINI, f1:1110N I'4I:R-. Llr.INNI Citi `'� �f I I AN:N��" ) 1: I. f-1-A DESIGN•;I I`Altf 4 T T 4 TRAY H I P 9 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. DOT CHORD 2x4 SP 02 N UPLIFT (LB): 410 800 650 WEBS 2x4 SP 63 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) (A) 1X4 •T• BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH WIND SPEED = 100.00 MPH. MEAN HEIGHT 15.00 FT. ENCLOSED --------------------------------------------------------------- 8d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/NANGER REQUIREMENTS ERECTION CONTRACTOR. (+)=Gravity (-)=Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. rrr UPLIFT rrr ( rill HANGER rrr MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacka Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# I HUS26 - + 33150 -1550#(16d ipiy)) CONTRACTORS WARNING: MTS12 - -20000(2 Each ! HHUS48 - + 4299# -1660#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 = -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' -� —9, —� T 5X6 3X5 3X4 X5 m 1 .5X3 q) 1.5X3 O 6 p 3X5(A 1I X5(A 1) lT �3 y_ X •d3 5X12 �•— 13'4" }- 23'8" —� 4'3'8 I J 37' R-3750 W=3"8 R=2349# W=3"8 R=1060# W=3"8 TAG a T44 SEO: 83993 PLT. TY .—ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEEREDPROOU[T5. INC. IRUSSES REQUIRE EXTREME CAPE 01/18/94 TC LL 30 .0 PSF REF — (� *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR AMr A RN I NG 1N 1/ANGLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN On THESE SPECIFICATIONS. OR ANY BRACING. SEE"IB-91 BY TPI. SEE THIS DESIGN �T't'Uc�"F,��� TC OL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST00 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD r BC LL 0 .0 PSF L AJS CONNECTORS PER DRAWINGS 130. 150 C I60A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIG10 CEILING -- SEE - STATE OF T O T.LD. 4 7.O PSF 0/A LEN. 3 7-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOP PROPER SEAL ON THIS OIUWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 HIO Q'� JOUR..FAC. i .33 IN ONLY, AND SMALL NOT BE REL TEO UPON IN ANF OTHER MAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR. �IEE�`�` •--TPI • TRUSS PLATE INSTITUTE. MDS- 1991 NATIONAL DESIGN SPFCTFTCATTON FOR W MNCTR TfMJ �HIf...H l SPACING 24.C " T YPF SPEC Job' (5-0143 T T15 7' TRAY HIP 1 THIS DWG. PREPARED FROM COMP TER INPUT LOAD 6 0 MENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORO 2x4 SP 12 N :B1 2x4 SP I1 N' UPLIFT (LB): 740 730 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REOUIREMENTS (41-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx 1 xxx HANGER xxx H5 - -455f(Jacks Onlyl I HUS26 + 27511 -12861(tOd IPly) MTS12 - -10001 I HUS26 = + 33151 -1550/060 1ply) MTS12 - -20001(2 Each) I HHUS48 - + 42991 -16601(106 2ply) MTT288 -37861(2 Each) (IO(I)) HHUS48 + 51801 -20001(166 2pIy) MTT288 - -44551(2 Each) (16d)) HGUS48 + 66401 -21990110d 2ply) MST60 -46881(Par 2ply) I HGUS48 + 80001 -26501(166 2ply) CS150 - -16501(Each) I HGUS5.5- +113351 -394511166 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS �- 13' �T- 13' - d" 1 1 ' -{ 5X7 1.5X3X7 Tn 3X7 1.5X3 s p I6 5X3 X6 (A 1) �3 X8 (A 1) i X X X X 1 .e3 5X114 �.N.�.4'3"8 -{' 32'8"8 37' _l R=1892# W=3"8 R=1892# W=3"B TAY. T15 SED: 17218 PLj. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES nEGUIRE EXTREME CARE 09/11/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT Of RESPONSIBLE FOR ANY ARNING IN HANOLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING SEE HIO-91 OY TPI. SEE THIS DESIGN �1rj� TC DL 7 .O PSF DATE 09/11/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS198 BY FPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORB ARE MApE p TOGA GAIv STEEL MEFTING ASTM OU1nEMENtS UMF55 OTHERWISE IND[GATED. TOP - BC DL 1O O PSF ORWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE Or CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 TnUSS AND UNLESS OTHERWISE LOCAIFD ON THIS DESIGN. POSITION LY ATtACNEO PIYWOOD SHEATHING. 001 TOM CHORD x BC LL 0 .0 PSF US tONNFCIMIS PFR DRAWINGS 110 Iso X IGOA F. DESIGN SIAM7AMIS W1114 PROVIR!Y AItAC1x0 RIGID CEILING — ST.E -f STATE rK TOT .LD. 47 .0 PSF 0/A LEN. 37-0-0 CONt01F11 W/AvrlltAOLC rnOVI51aN$ W NOS C tPi. AN FNGINFE115 A1rIM tEC1NICAT: UrOA1F 17/1/911 ron mtol>En CORTO� SEAL ON THIS DRAWING APPI IES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICAIION fUTINISH A COPY OF THIS Q' DUR.FAC. 1 .33 IN ONLY. AND SMALL NOV BE RELIED UPON IN ANY OTHER NAY. DESIGN 10 THE TRUSS E11EC1ION.CONTRACTOR. INEEA`', SPACING !4.0" SPEC W--TP . T ATINSTITUTE- NATIONAL N SPECIFICATION F T T N '1// 111111 ` !TYPE __.. 4 11"7'0 TRAY HIP Q THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #1 N :B3 2x4 SP 12 N: UPLIFT (LB): 730 730 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 86 NAILS @6" O,C. BRACING MATERIAL TO BE SUPPLIED By TYPICAL SIMPSON DR EQUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACT0T7. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. xkN UPLIFT xxN ( ■kN HANGER xNk MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - H5 - -455#(Jacks Only)-I HUS26 - + 27511 -12066000 1ply) MTS12 - -1000/ I HUS26 - + 33151 -1550/ 16d 1ply) MTS12 - -20001(2 Each) I HHUS48 - + 42991 -1660#00d 2ply) MTT289 - -37861(2 Each) (fOd)1 HHUS48 - + 51BO# -2000f(15d 2ply) MTT288 - -44551(2 Each) 06d)l HGUS48 - 4 6640• -2199#110d 2ply) MST60 - -4688#(P-1 2ply) l HGUS48 - + 80001 -2650f(16d 2ply) CS15G - -1650/(Each) I HGUS5.5- +113351 -3945#(160 3o y) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I— 15' --�= 9' �—— 13 T5X5 3X4 5X5 m 5X6 A) (A) X4 6 r7 (A) 1 .5X3 X6 (A 1) 3X8 (A 1) 3X7 5X3T�9 3 --L.- 83 _i .... ' e3 5X14 4 3"8 �= 32'8 8 N� fL' 37' _I R=18921► W=3"8 R=1892# W=3"8 TAg = T16 SEO: 17220 PLT. TVP.-A PIN DESIGN CRIT=TPI QTY = i TOTAL = i REV, 17.2m SCALE -0. 1667 ALPINE ENGINEERED PROOUICIS. INC TRUSSES TIEGUIRF EXTREME CARE 09/11/95 TC LL 30 .0 PSF REF t XIMPORTANT l(*SMALL NOT DE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AND M , USDEVIATION FROM THIS DESIGN OR ESE SPECIFICATIONS. OR ANY BRACING SEE 1410-91 BY TPI SEE THIS DESIGN TTF .� TC OL 7 .0 PSF OATE 09/11/95 FAILURE TO BUILD THE fRUSS iN CONFORMANCE WITH OST88 BY TPI FOR AOOITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASIM DUIREMENTS UNLESS 01HEPWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SMALL Of LATERALLY BRACED WITH PROPER 55606 TRUSS AND UNLESS OTHERWISE LOCAIFO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 t 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE - STATE of T 0 T.L 0. 47 .0 PSF D/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE p/1/911 FOR PROPER 11AIDp r.F SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION FURNISH A COPY OF.THIS , F o OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEtT'-, SPACING 24.0" SPEC --TP ATINSTITUTE. NATIONALGNSPECIFICATIONFCONSTRUCTION 'TTN I,ITT T, TYPE JO (5-0143) T T17 37'0 TRAY HIP 15 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR, TOP CHORD 2x4 SP j-2—N :T2. 14 2x4 SP 01 Dense PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #1 N :83 2x4 SP 12 N' UPLIFT (LB): 730 720 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 -T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS E 6• D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (0-Gravity (-1-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. xxx UPLIFT NMN I MMM HANGER MMx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 ---455f(Jacks Only) 114US26 + 27510 -12860tIOd Iply) - MTS12 -10000 1 HUS26 + 33150 -15500(160 1ply MTS12 - -20000(2 Each) I HMS48 " + 42990 -1660,110d 2ply MTT288 - -3786:(2 Each) (10d)1 HHUS48 + 51800 -2000#(16d 2ply) MTT288 - -4455,(2 Each) 1116d1 HGUS48 + 66401 -2199#00d 2ply) MST60 - -4688f(Per 2ply) HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650f(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS C17' - 5' --{- 15' 5X7 X6 m fX 5X3 1 .5X3 X 0 4 CD 6 3X6 (A) X6 W) 3X8 (A 1) 3X 12 -r—�9 =3 i X X X d 3 5x7 B3 4'3"8 -.�1��. ►(,. 32 8 8 N k 37' R=1892# W=3"8 R=1892# W=3"B PLTAY. SED: 17222 T. =TYP.- A PIN DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CAPE 09/ 1/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANYWARNING IN "ANOLiNG. ERECTION AND 11 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE 1410-9t BY TPI SEE THIS DESIGNVS E T C DL 7 .0 PSF DATE 09/11/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI FOR ADDITIONAL SPECIAL PEPMANENT BRACING RE ` ALPINE CONNECIORS ARE WAGE OF 20GA GALV STEEL MEETING ASTM DUIREMENTS UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF ORWG A446 GR 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PtY"DOO SHFATHING, BOTTOM CHORD x : BC LL 0.0 PSF L JS CONAECIORS PER DRAWINGS 130. 150 L IBCA F DESIGN STANDARDS WITH PROPERt.Y ATIACHEO RIGID CEILING - SEE - STATE OF - TOT.LO. 47 .0 PSF D/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER"S ALPINE TECHNICAL UPDATE 17/t/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED"ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0RID P Q F ouR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY O1HER MAY. DESIGN TO TME TRUSS ERECTION CONTRACTOR. INEEA`',`0' W--TP • TRUSS PLATET T T N 1 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" TYPE SPEC I 4 j T18 37'0 TRAY HIP 17 THIS ON PREPARED FR M COMP T R INPUT LOADS IM NSIONS S M TIED Y TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N :81 2x4 SP 11 N: UPLIFT (LB): 730 720 WEBS 2x4 SP :3 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED • 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 -I- BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS lI 6. O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACTOR. (+)=Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. xxx UPLIFT xxx IMxx HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -455:(Jatks Only) I HUS26 - + 2751/ -1286:(10d 1ply) MTS12 " -1000/ I HUS25 + 33151 -1550:(16d 1ply) MTS12 -2000:(2 Each) I HHUS48 + 42991 -t6600(IOd 2ply) MTT288 • -3786:(2 Each) (10d)l HHUS48 + 5180: -20001(16d 2ply) MTT28B • -4455:(2 Each) (16d)I HGUS48 - + 6640: -21991((fOd 2ply) MST60 -4688:(Per 2ply) I HGUS48 - + 8000: -26500 16d 2ply) CS150 1650:(Each) 1 HGUS5.5• +11335: -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1 191- 1 17' 5X5 X5 3X4 3X4 m 0 3X5 X5 �+ 5X6 A) (A) 1.5X3 1.5X3 6 p 3X8(At) X6 (A1) T�9' �3 i X 3X6 3X4 8, a3 5X14 3X4 �Nyl 4 3"8 }- 32'8"8 N� f� 1 37' R=1892# W=3"8 R=1892# W=3"8 PLT. TYPB-ALP NE DESIGN CRIT-TPI OTY = 1 TOTAL = i REV. 17.2m SCAALE1-0.1667 ALPINE ENGINEERED PRIODUCTS, INC TRUSSES REQUIRE EXTREME CARE 09/11/95 TC LL 30 .0 PSF REF n� *IMPORTANTIl SMALL NOI BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING SEE HIS-91 BY TPI SEE THIS DESIGN 17`1`1111"'I7I T C '7 OL / .0 PSF DATE 09/11/95 FAILUPF TO BUILD 111E TTIUSS IN CONFORMANCE WITH OSIBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - 1 ✓� ` ' O\V� ALPINE CONNECIOPS ARE MADE OF nGA GALY STEEL MEETING ASTM OUIREMENTS UNLESS OTHERWISE INDICATED. top - - BC OL 10 .0 PSF DRWG A446 GR B EXCEPt AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATEPAt LY BRACED WITH PROPER 5606 /+ ITTUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PI YWOOD SITFAIHING. BOTIpM CHDRO x BC LL 0 .0 PSF LJS CONNECTORS PER DRAWINGS 130, 150 C 16CA F DESIGN SIANDAPOS WITH PROPERLY A TIACHED RIGID CEILING - SEE - STATE of - T 0 T.L D. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM"/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FDR PROPER C 0 qi OF - Q SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICA/ION FURNISH A COPY OF THIS f � Q�� DUR.FAC. 1 .33 IM ONLY. ALIO SHALL NOT BE RELIED IRON IN ANT OT14R MAY. pESIGN TD THE TRUSS ERECTION CONTRACTOR. INEE ',,7 ` •--TP • ! AtINSTITUTE. NATIONAL NSPECIFICATION F CONSTRUCTION ��I/I .11117 ISPACING 24.0" T SPEC„ a .Job: (5-0143 T TICI 17-11TRAY M MON TuTc DWG. PREPARED FR M C MPUTER INPUT L ADS 6 0 M N IONS UBMITTED BY-TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N :B1 2x4 SP #1 N: UPLIFT (LB): 730 720 WEBS 2x4 Sp #3 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) (A) 1x4 13 HEM-FIR 0R BETTER CONTINUOUS LATERAL BRACING 10 VINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED--------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A -------------------(+)-Gravity (-1-Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. NOTE: BRACE MAY 8 ----------------------------------------- E WxM UPLIFT WxW I Nxx HANGER WxW APPLIED t0 EITHEq SIDE OF THE NEB. - H5 - -4551(Jacks Only) I HUS26 + 2751# -12860(10d 1p1y) MTS12 - -1000 I HUS26 - + 33151 -15501(160 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -20001(2 Each) I HHUS48 - + 42991 -l680#(16d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -37861(2 Each) (Iod)1 HHUS48 + 51801 -2000#(16d 2p 1y) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66401 -21991(100 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 + 80000 -26501(16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +113351 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 19'6" 17 6 5X5 3X4 3X4 Tn a 3 0 5X6 X5 (A) (A) 3X51. 5X3 r, 1.5X3 6 X6 (A 1) 3X8 (A 1) I X X X -�9 T 3 �— 74 —L–�8. e3 5X14 �N•1. 4 3W8 -T- 32'8"8 N� 37' R=1892# W=3"8 R=1892# W=3"8 PLGG 11 SED: 17227 T.= TYP.—ALPINE- DESIGN CRIT=TPI OTY 3 TOTAL 3 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PROOUCTS. INC TRUSSES REOUIRE EXTREME CARE 09/1 1/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FGR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI SEE THIS DESIGN T C OL 7 .0 PSF DATE 0 9/1 1/95 n FAILURE TO BUILD INE TRUSS IN CONFORMANCE WITH OSISS BY TPI FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE M 240GA GAIv. STEEL MEETING ASTM OUIREMENTS UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 pSF DRWG A445 GR 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL w 0 .0 PSF L JS CONNECTORS PFR DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS Win,PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.L D. 4 7 ,OJPSD/A L E N. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF RAS C TPI. AN ENGINFEP S ALPINE 1ECHNICAI UPDATE 17/1/91) FOR PROPER qI � Q1 .33 SEAL ON THIS DRAWInIG APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION FURNISH A COPY OF THIS Q';' DUR.FAC.IN ONLY. AIA SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. E■--TP - r AT T 1 1 NAT NA GN F CAT N F T T "" SPACING 24.0TYPE SPEC P 4 T T H PM 7 THIS OWG.-PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #1 N UPLIFT (LB): 700 710 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 16.00 TRUSS DESIGNED FOR 100.00 MPH WIND• 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED BUILDING (1991 SBC) ONLY. DO NOT USE WITH PLASTER CEILING. --------------------------------------------------------------- (A) !X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS --------(+)_Grav 1 ty (-)-Up 11 f t Bd NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ----------- ------------------------------------ ERECTION CONTRACTOR. xxx UPLIFT xxx xxx HANGER ml(* H5 - -455#(Jacks Only) HUS26 - + 2751# -12860 Od fply) #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. MTS12 - -1000#• 1 HUS26 - + 3315# -15500 16d 1ply) JACKS HAVE NO WEBS. MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600 10d 2ply) MTT288 - -37860(2 Each) 51001 HHUS48 - + 5180# -2000#(160 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTT28B - -44550(2 Each) 16d)l HGUS48 - + 66400 -2199#110d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MST60 - -4688#(Per 2p1y1 1 HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(164 3ply) ----------- --------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 16'3" r- 7 f 9'3" 4X5(R) 4X4 3 T u A ( ) P m = 1.5X3 o ' r, o 6 p `" m m q•3 2X7(A 1) 9. 5X4 16'3 2. 16 ., R=1575# W=3"8 578# R=1707# W=3" PLT. TYP�-ALPINE DESIGN CRIT-TPI OTY - i TOTAL 1 REV. 17.2m SCALE84033750 ALPINE ENGINEERED PRODUCTS. INCTRUSSES REOUIRE EXTREME CARE 01118194 T C LL 30 .0 PSF REF__ (� )(*IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY* WARNING IN HANDLING. ERECTION AND (� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ' ' T C DL 7.0 PSF DATE 01/18/95 (A \\UwVVI\U\ FAILURE t0 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT 8RACING RE ` ALPINE CONNECTOR!APE MADE OF 206A SALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF ORWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130, 150 C 160A-F, DESIGN STANGARO$ WITH PROPERLY ATTACHED RI6t0 CEtLTNG --SEE - STATE OF - j O T.LD. 47.0 PSF O/A LEN. 16-3-0 CONFORM W/APPLICABLE PR0V1510N3 OF NDS t TPI. AN ENGINEER'S ALPINE tE1;liltLAl UPDATE (7/1/911 FOR PROPER ' r SEAL ON tMl!DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �O RID Q•`` IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIOI TO THE TNN!!ERECTION CONTRACTOR. F INEE�' OUR.FAC. 1 .33 ¢--TPM . Twn¢N AYF Tu¢nnnc Nm¢ . .—I NATTRHAM rr¢t"u eecrNFHr.rNnu ems"...w.-..u..•...,..-.. ,,��h.......1�`�` SPACTNG RFF ABOVE IT,,., H TPM (5-0143) T T21 16-3-8 H PM 9 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 01MENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SPi2 N UPLIFT (LB): 430 380 WEBS 2x4 SP f3 BRG.LOC (FT): 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 0 6. O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)•Gravity (-)-Uplift --------------------------------------------------------------- RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WINO PRESSURE. *** UPLIFT *** I *** HANGER *** H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -1000# 1 HUS26 - + 33151 -1550#(16d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -2000#(2 Each I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -37860(2 Each) (10d)1 HHUS48 - + 51800 -20000(16d 2ply) MTT280 - -4455#(2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113351 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 9 -T- 7 3"8 4X6 X3 m 1.5X3 (A) o cYT qw 6 � o 2X4 (At) 4.3 9' 4 8' �--2' •-�• 16'3"8 R=938#1 W=3"8 R=732# W=3"8 TAG T221 SED: 84036 PLT. TYP,—ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF X I MP OR T A N T M N SHALL 140T BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ^'\ DEVIATION FROM THIS DESIGN OR HESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN _ lT ��� TC OL 7 •0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` v - O\\\\V_\V�J ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC OL 10 .0 PSF DRWG ARAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0.0 PSF L J�' TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W 8C L L CONNECTORS PER DRAWINGS 130, 150 9 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF _ TOT.LD. 4 7•0 PSF 0/A LEN. 16-3-8 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER Y, 9EAl ON 111 99 DRAWING APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' `( ORT Q ;� DUR.FAC. 1 .33 IN p1Lr, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE� 0--TPI • TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ,•���THH�I�```` SPACING 24.0'* TYPE H IPM 4 T 95 1-i22-16-3-8H PM 11 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 420 400 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGHT ENO VERTICAL MAY NOT BE EXPOSED TO HORIZ. WINO PRESSURE. -------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. M-Gravity H-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NxN UPLIFT NxN ■telt HANGER NNW H5 455#(Jacks Only) HUS26 - + 27510 -1286011Od 1ply) MTS12 - -10000 I HUS26 - + 3315# -1550:(16d #ply) MTS12 - -20001(2 Each1) 1 HHUS48 - + 42990 -16601(fOd 2ply) MTT288 - -3786:(2 Each) (fOd)I HHUS48 - + 51800 -2000:(16d 2ply) MTT28B - -44550(2 Each1) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688:(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650i(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------F� ---------------------------- -------- �� 11 ecrre---- -- --- H NAAhc[1 T1rTAT1 c E�)t��yr" 1RUM� R DETAILS 4X5(R) _ 4 m = 1 .5X3 o m to e p o 2X4 (A 1) V/ to !"3 9' 3 B. �--2' -+ 16 3 8 R=938# W=3"8 R=7321 W=3"8 TAY T222 SED: 68618 P 1 . TYI�.-ALPINE DESIGN CRIT=TPI OTY i TOTAL 1 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIPE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF t I MPOR T AN T x X SHALL NOT K RESPONSIBLE FOR ANr ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR T ESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �LT�� TC DL 7 •0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBS BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - SALPINE CONVECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10 •0 PSF ORWG A446 9R 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - RAG TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 •0 PSF CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 01010 CEILING -- SEE STATE of _ TOT.LO. 47 .0 PSF OSA LEN. 16-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C O RID* 7 ` SEAL OT THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY RERKOF THIS Q' DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE LIED UPON IN ANY OTHER WAY. DESIGN TO THE IS ERECTION CONTRACTOR. F INEEa`' -TPI • TgUS3 PLATE INSTITUTE. NOS- 119911 NATIONAL DESIGN SPECIFICATION FOH WOOD CONSTRUCTION ' NNN,,,NM �'`` SPACING 24.0" TYPE H I P M � 4 .Job: (5-0143) T 95 1 T24 HIPM V T "SB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 330 240 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 0 991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift ------------------- ------------------------------------------ mx* UPLIFT *** I *** HANGER RWW H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860 Od iply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) HHUS48 - + 42990 -1660: IOU-2ply) MTT28B - -3786#(2 EaCh) (10d) HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)) HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 6'8" -Z- 6'7"8 I 5X6 3X T to mc*T m co m 6 � m 2X4 (A 1) 4X5 (R) 1' a 4 4X6 (R) 2X2 �-2' —+ 3'3"8 —+ — 6'9" — -}- 3'3" ---� 13'3"8 —) R=807# W=3"8 R=595# W=3" TA T35 SED: 83904 PL TYP.-A PINE DESIGN CRIT=TPI OTY - 1 TOTAL = 1 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CAPE 01/18/94 T C LL 30 .0 PSF REF X I MPGR T A N T N*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN MANGLING, ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN VS T C DL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - 10 .0 1 N.P11E CpM/ECTORB ARE MADE OF ZOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC OL 1 O .O PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5608 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHM W I BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 O tSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.LD. 4 7 .O PSF 0!A LEN. 13-3-8 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �RIO 911, DUR.FAC. 1 •33 IN ONLY, AND SMALL NOT BE RELIED INION IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IIdEE�`1` W--TPI • TRUSS PLATE INSTITUTE. NOS• 1991 NATIONAL DESIGN SPECIFICATION FDR W000 CRNSTR,W.TinN �'/,,,,,.,�`` SPACING 24.0" T YPF SPEC a b: - 4 T 9 T25 13'F8 HIPM VL T 8'B"SD THIS DWG. PREPAREO FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP L:HORU 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 320 260 WEBS 2x4 SP F3 BRG.LOC (FT): 0.00 13.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. _______________________________________________________________ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx ) xxx HANGER xxx HS - -455#(JackS Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# I HUS26 + 3315# -1550#(16d 1ply) MIS12 - -2000#(2 Each) ( HHUS48 - + 42990 -1660#1100 2ply) MTT288 - -3786# 2 Each) (10d1l HHUS48 - + 5180# -20001(16d 2p1y) MTT289 -4455# 2 EachlllJ6d11 HGUS48 + 6640# -2199#(10d 2plyj MST60 4688#(Per 2ply) I HGUS48 + 80001 -2650#1160 2ply CS150 1650#(Each) I HGUS5.5- +113351 -39450116d 3p1y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS r� 81811 -r- 4'7"8 4X5 (R) 3X m 3X4 m co CD v 6p v 2X5 (Ai) 1, 5X12 4"3 8, d 4 4X6 (R) 2X2 �---2 --�--3'3"8 -+ 6 9 3 3" ---� 13'3"8 R=807# W=3"8 R=595# W=3" TAG = T36 SEG: 18069 PLTu TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL= 1 _ _ REV. 17.2m SCALE =0.3750 At•`INF FNGINI:EPEO PPOMICIS. INC. iPCSSE$ 1x0u1PE Ex1n,ME CAPE 01/18/95 TC LL 30 .0 PSF REF 2 *IMPORTANT lE* ;,.Ali NOs 8r PESPONSiP'.r TOn AN. WARNING IN HANOI!Nr.. u$ClION ANO \\7v� DEVIATION MOM 114:S OES:GN (),1 I,TtiF SPECIFICAIIDNS. On ANY SPACING. SEI. IIfO-!11 By IPI SFE 1,415 MSIGN rAll� TC OL 7 .0 PSF DATE 01/18/95 FAILURE TO SUILO 114 '14:55 :N CONIOnwANCE MITN OS786 BY IPI. FOP A0011IONAL SPECIAL PEnwANENT SPACING nEAIPINF CONWCIOP< AM VA;); P. )O;A CAIVSTEEL M1'tING ASTw ownt.MiN,SI)N155 O.Prnwi%L IN'tlr:AlrO, 1008C DL. 10 .0 PSF DRWG AAAB GP B LxC'P! AS wC A v _CNV;:TOPS 10 F.ACII FAC!: 01" Cr0P0 S-4M1 B! I A l l!T At t y H:7nCFl!Mi).1 Pn!1qP _Ini'lS ANn UNLESS 0 1 N, A'. !,)n IS DESIGN. POS!1104 I A,IA r')nt vrO.C•; , A 1 Nrn. n 1 UNO 8C LL 0 .0 PSF LJS UNNTr TIPS-4 11- 1 �' A f(I ' OF$GA ,;ANITAPnS MI Pq)' v A•IA—. C n SI! _AN NL! Ft 5 I N 1 'L. ! On n TOT L D 47 .O PSF D/A LCN 13-3 g0. t r .,. L un 1 - - I 1 .. Dun 1-Ac 1 33 In!IN! AN!! N AKV- A AA PI1M' MA UI 1\ I' 1 ( A 1u.,. SPEC I" t a. '.. lull. r.:•IGN 1�.. .an.:•1 `,.i(�Ar. !NC; C 4.O.. _ _ 1 Y1.1. s i O (5-0143) T 95 7*0 ENDJACK THIS QWG. PREPARED FROM COMPUTER INPUT LOAOS rw DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACIION OF 212.01. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (+) Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N** UPLIFT *** I *Ills HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) CONTRACTORS WARNING: MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) THIS TRUSS IS DESIGNED-TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 - -2000#((2 Each I HHUS48 - + 4299# -16600 lod 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 Eachk Od)I HHUS48 - + 51800 -20000116d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -44550(2 Each) 116d11 HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -26500(16d 2ply) I CS150 - -1650#(Each) HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFEfyj5$HDLME$1UMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4126"4 c� 0 6 C;;- 2X4 2X4 (A 1) 4"3 9' 2. 7. R=526# W=3"8 R=731 W=1"8 TAY T23 SEO: 83930 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 17 TOTAL = 17 REV. 17.2m SCALE 0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAPE 01/18/94 TC LL 30 .0 PSF REF *I MPO R T A N T**SHALL HOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN .�1-Tt1'js �� TC OL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ v ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP 8C DL 10 .0 PSF DRWG O MAB GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5605 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W 13C LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 47 .0 PSF 0/A LEN. 7-0-0 CONFORN W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 p10 T' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �,e,Q." OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IkEt*`;..` .a ae ''� .__.". . "...r .........� .... ...... .....�.... ...........................__.___ �... CAAF iAlf: 7A (1" rvnr .IA rk RA 4 7-0 ENOACK SL THIS DWG._PREPAREQ FROM COMPUTER INPUT AOS 6 I NSIONS SU WITTED Y TRUSS MFR. TOP CHORD 2x4 SP !2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP !2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP !3 BRG.LOC (FT): 0.00 5.63 5.63 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 0 991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 190.70. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+)-Gravity (-)-Uplift--------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** 1 *** HANGER *M* H5 - -455!(Jacks Only) HUS26 - + 27510 -1286!(1Od 1ply) CONTRACTORS WARNING: MTS12 - -1000! I HUS26 - + 3315! -15500(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 Each) (10d)I! HHUS48 - + 51800 -2000!(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -44550(2 Each) (16d)I HGUS48 - + 66400 -2199!(10d 2ply) MST60 - -4688!(Per 2ply) II HGUS48 - + 80000 -2650!(16d 2ply) CS15O - -1650!(Each) I HGUS5.5- +113350 -3945!(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=191# W=1"8 5.4" _I 12'6"4 6 J z O r-1 m 10.7 9 5'7"8 _I 1.5X3 R=264# W=3"8 R=741 W=1"8 TAY T224 SED: 68519 PLT. TY .—ALPINE DESIGN CRIT=TPI OTY 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PAOnUCTS. INC. TRUSSES REOUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF t I MPOR T A N T**SMALL NOT BE RESPONSIBLE FDR ANY ARN1NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE 1418-91 By TPI. SEE THIS DESIGN - �T �� TC DL 7 .0 PSF DATE 01/18/95 FAILUE TO BUILD iNE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - S _ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASIM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC OL 10 .0 PSF ORWG A445 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER . 5606 0.0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L 0. 47 .0 PSF 0/A LEN. 5-7-8 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER p'` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUMISN A COPY OF TM 1$ OUR.FAC. 1 .33 IN ONLY. ANO SHALL NOT SE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. • 1♦(��/ "--TPI - TRUSS PLATE INSTITUTE. NDS- 1991 NATIDNAi DFS-RN CPFC 1[Tf ATTDN FD"--[nue Tnirfrnu TSR T....., S P A C T NG 24.0" T YM7 J H C K Ob' 4 T 95 CORNER JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP #2 N BRG.LOC IFT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 133.72. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *11* I IIx* HANGER *** H5 - -4550(Jacks Only) I HUS26 - + 2751# -12860(10d 1p1y1 CONTRACTORS WARNING: MTS12 - -1000/ 1 HUS26 - + 3315# -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#110d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000# 16d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44550(2 EaCh) (16d)► HGUS48 - + 6640# -2199#(i0d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=V8 !2'6"4 m O 617 fV T 2X4 (Ai) 4'3 10' 5' _1 R=445# W=3"B R=44# W=V 8 TAG T228 SED: 68586 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY = 8 TOTAL = 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE 01/18/94 T C LL 30 .0 PSF REF *I MPORTANT X lE SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNO �ttcTus .� TC DL 7 .0 PSF OATE 01/18/95 (L \\U`VVISU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF MA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG EO. AAAB OR B EXCEPT AS MOTAPPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - , 5606 R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * B C LL 47 .0 10 .0 PSF CONNECTORS PER CRAVINGS 130, 150 C ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF .. TOT.L D. 4 7 .0 PSF O/A LEN. 5-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 10 P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUMIS14 A COPY OF THIS RQ � OUR.F AC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO T1£ TRUSS ERECTION CONTRACTOR. INEER`',.` ` ---TPI- TRUSS PLATE INSTITUTE, NDS - 1991 NATIONAL DESIGN SPFCIFICAtInN Fna Mann rnueYa.wr ��Nr.....NH SPACING 24.0 T VPF JACK i 4 T ND JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP t2 N UPLIFT (LB): 230 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity H-Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550006d 1ply) MTS12 - -20000(2 Each I HHUS48 - +.42990 -16600(10d 2ply) MTT28B - -37860(2 Eechk0d)I HHUS48 - + 51800 -2000006d 2ply) MTT28B - -44550(2 Each) (16d) HGUS48 - + 66400 -21990(10d 2ply) MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) CS15O 16500(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 2x2 T sp -� -,— 2X4 (A 1) n _4.__3 9 1.5X3 �—2 —3-3", ---� R=389# W=3"8 R=69# W=3" PL7.=TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE6-0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 01/18/94 TC LL 30.0 PSF REF *IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND f� \ OEViAT10M FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE.H[8-91 BY TPt. SEE iH15 DESIGN �rroUs, TC DL /�7 .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE -CONNECTORS ARE MADE OF MA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ BC DL 10 0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0•0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 G 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE - T O T.L D. 47 .0 PSF DSA LEN. 3-3-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER (0 RID T' P: SEAL ON THIS CRAVING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q DUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INEEIRS�`�` ..-YSN TO.e-aim r-errrurc .... . ,--, ..•m,... ..c..c�.nc.•................................_._..... ,... , CpArTmn 7d T1" s 4 T 95 / J- 3*0 CORNER JACK THIS WG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS1 SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 37.26. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)-Uplift ------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** *NN HANGER *x* H5 - -455#(Jacks Only) HUS26 - + 2751# -1286#(100 iply) CONTRACTORS WARNING: MTS12 - -10000 HUS26 - + 3315# -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) HHUS48 - + 4299# -1660#00d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786#(2 Each) 1100HHUS48 - + 5180# -2000#(164 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44550(2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#06d 2ply) !1 CS150 - -1650#(E ch) HGUS5.5- +113350 -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 i1'6"4 m 0 6 F,- :~ T 2 X 4 (A 1) 4-3 10, �-2' --+---3' ----� R=384# W=3"8 R=14# W=1"8 TAG T229 SED: 68588 PL?. TY .-ALPINE DESIGN CRIT=TPI OTY - 8 TOTAL = 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF t I MPORTANT**SMALL NOT K RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H18-91 BY TPI. SEE THIS DESIGN �TCT�� TC DL 7 .0 PSF OATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 200A GALY. STEEL MEETING ASTM DUIPEMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG MAS GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - SSOB - R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LL 47 .0 0 .0 PSF coNNECTDRs PER owWlNcs 170. Iso a 180A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. `�7 •0 PSF 0/A LEN. 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE I7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ORtO�'C.QP' JOUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON 1N ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEtT'_.•� 9--TP? . TnwR at Arc TNati T1/!F NTMt . T wannua —.1"...r.•.o..•.....•...." »..... ���T........T Qp,&r T NR 7d (1" ITVC317 .i,&rK JOb'. (5-0143) LOT 95 1 ' R JACK THIS DWG. PREPAR O FROM COMPUTER INPUT LOADS & OIMENSIONSI SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 12 N xxWARNINGxw AN UPLIFT REACTION OF -1501 OCCUREO ON A BOT CHORD 2x4 SP /2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REOUIRED. WEBS 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 290 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.25 1.25 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Grav 1 ty (-1-Up l i f t ------------------- --------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 -4551(Jacks Only) HUS26 - + 27511 -12861(1Od 1ply) MTS12 -10001 HUS26 - + 3315/ -15501(16d 100 MTS12 = -20001(2 Each) I HMUS48 - + 42991 -16600110d 2ply) MTT288 -37861(2 Each) (fOd)I HHUS48 - + 51801 -2000/(16d 201y) MTT28B - -44551(2 Each) (16d)1 HGUS48 - + 66401 -21991(10d 2p1y) MST60 46881(Per 2ply) I HGUS48 - + 80001 -26500116d 2DIy) CS150 - -16501 Each) I HGUS5.5- +113351 -3945#(16d 3p1y1 --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 C;;:- 9'7"12 2X4 (A1) 11.11 4"3 �9 2; 1 .3" R=441# W=3"B TAG = T30 SED: 18073 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY, = 2 TOTAL 2 REV. 17.2m SCALE =0.5000 AfPINF ENr NFEnEO Pnmucis. INC IRU59FS nfrun+e F niFMF C4nE 01/18/95 TC LL. 30 .0 PSF REF e2v *IMPORTANT** 511A11 N07 D' EESPONSIU.! lan AN. ARNING IN IiANOIING, CnLf,I1nN ANDtDLVIACION FPOM INIS DESIGN On IHE9E SPFCIFICAli0N1i. Oil ANv BRACING. SEE HIB-n.l Ov li`t SIE 11115 OfSIGN . US ETC DL 7 .0 PSF DATE 01/18/95 rA1lUnF IO BUILD IPF 1ALSS IN COV;OnwANCF W1iN 091911 Ov fPi. FOP ADDITIONAL SPECI AI nrnNANFNI IIUACING nEr�� AtPINE CO"f(:!DnS AnE MAD( 0' POGA fA:VSTEEL nN!IIN(, AS1M OU1nFTIEWS lIME55(:I.!,!"1!:F ISIAi DIfM` eC ll( 10 .0 PSF DRWG A?45 A O fxCtPi AS NOTED APn1• ,ONNIClnRS 10 CAV• AC. In CilOm: SNAIL n 1A nA r 1 A - RAG 1 ANn N;1=9 01IfnWISi IrCA" • ^N -IS DESIGN n. ION I- AITAClifn P Wrt \ 1 x BC LL 0 .0 PSF_nNVI ra,lIOPAWING linr,C A <1t M.SIGNS AWAnU: xlu' PnOPlR Ar A -1 r1 \ yiE SIAtC OF n 47 .0 PSF 0/A LE<\I 1-3-0 v lv "/. �ICA91,E PnoviswNF S TPI. AN NG II AL NE .f Cl AIC ' n t Il /^ .1TCTLv.A \ IiAMI N. A L •l' '•°OVEN' ,)!,"1 ` n Y All A; ! \ 0Q110 Bf l 1 'AANV 0•�1' rsr'h:_, _ n slr,A ir. i l _,__ -'Yt;Unlf T L.n . nl�_- c4 0' -r v1;F JACK 4 � 4 T CORNER JACK THIS DOG. PREPARED FROM COMPUTER INPUT ADS & 0 MENSION BMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N WMWARNINGWW AN UPLIFT REACTION OF -228# OCCURED ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS CONTRACTORS WARNING: ---(+-_Gravity-(-1-Up---t -------------- -------------------------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS Nx* UPLIFT xMW I WxW HANGER WON AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -455#(JackS Only) I HUS26 - + 27510 -1286#(10d 1ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) 1 HHUS48 - + 42990 -1660#(]Od 2ply) MTT288 - -37860(2 Each) (10d)i HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 66400 -2199#(i0d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 10'6'4 T 2X4 (A i) 10 4'3 10' �-- 2' R=5050 W=3"8 R--228#-80x"8=1"8 TAG = T31 SEO: 68590 PLT. TYP,-ALPINE DESIGN CRIT=TPI OTY = 8 TOTAL = 8 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES NEOUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF t *IMPORTANT*x SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BT TPI. SEE THIS DESIGN ��TcT�� TC OL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS iN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONECTORS APE MADE OF 20CA GALY. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED, TOP BC DL 10 ,0 PSF ORWG A446 DI B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTAC/EO PLYWOOD SHEATHING, BOTTOM CHORD W 8C L L CONNECTORS PER DRAWINGS 130, 130 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ T 0 T.LD. 47 .0 PSF 0/A LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S AIPl ME TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. �aRIU Q'� DUR.FAC. 1 .33 1N OILY, ANO SMALL TAT BE TELIED WON IM ANT OBER MAV. DESIGN TO-TIE iRU59 ERECTION CONTRACTOR. "--TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 'NNNRr���R�R SPACING 24.0" T YPF JA C K � a 4 T 7*0 HIP JAC5 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 510 210 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC) REACTION OF 337.19. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+1-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- xxN UPLIFT Nxx I xNx HANGER Nxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 - -455#(Jacks Only) 1 HUS26 - + 2751# -1286#00d iply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 -•+ 33151 -1550#06d 1ply) MTS12 - -2000#(2 Each HHUS48 - + 4299# -1660#(10d 2ply) CONTRAT SPECIFIC LOCATIOACTORS WICULAR.CARE IS ADVISED DURING MST608 - -4688#(Pera2ply)Od)1 HH48o.bW 5180# 050#(16d 2ply) THIS TRUSS IS DESIG � EAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B = -4455#(2 Each 16d) HGUS48 # -28f9o511((10d 2ply) i6d 2ply) INSTALLATION TO ENS THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- 12' 10"4 T/HANGER DETAILS 12'6"8 m 1.5X3 0 4.24 v - m T 2 X 4" (A 11) 4"3 9' i �__2'9"15 910" 13 +----4'2" 15 5'9"6 ----{ R=563# W-4" 15 - 123# R=285 W=1"8 TA Tgg3 SEO: 68592 PL TYP.-ALP NE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF t *IMPORTANT**SMALL NGT BE RESPONSIBLE FDR ANY A RN I NG IN HANDLING, ERECTION ANA DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H18-91 BY TPI. SEE THIS DESIGN �` VSi� TC DL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10•0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORO SMALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACMEO PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF R A G CONNECTORS PER DRAWINGS 130. 130 C 160A-F, DESIGN STANDARDS WITH PROPERLY AItAC/W:0 RIGID CEILING -- SEE STATE OF T O T.L O. 47 .0 PSF O/A LEN. 9-10-13 CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER t � P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 Rio �' Q � OUR.FAC. 1 .33 IN ONLY, ANA SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO ITE TRUSS ERECTION CONTRACTOR. nVE���` -tot - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DE31GN SPECIFICATION FOR WWWT rnweT. w SPACING SFE ABOVE T VOF )A r K JO —d 4 T J HIP JACK THIS OWG. PREPARED FROM COMPUTER INPUT DADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 4.35 TRUSS DESIGNED FOR 100.00 MPH WINO. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 ENCLOSED BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------(+)_Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- MNN UPLIFT MMM MNM HANGER WNW H5 - -455i(Jacks Only) HUS26 - + 27510 -12860(fOd 1ply) MTS12 - -10000 • HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) HHUS48 - + 42990 -1660000d 2ply) MTT288 - -37861(2 Each) (10d)( HMUS48 - + 51800 -20000(16d 2ply) MTT28B - -4455012 Each) (16d)IHGUS48 - + 66400 -21990(10d 2ply) I MST60 - -4688i(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650# Each) I HGUS5.5- +113350 -39450(16d 3ply) ----------- ----------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 137# P, �= 7.5"2 -I 2X2 T z 4.24 p e1 T 2X4 (A 1) -� J3 + �9 1 .5X3 �---- 2'9" 15 t�---- 4,7 2 f 4 7"2 R=453# W=4.15 R=90# W=3" TAY T332 SED: 68580 PLT. TY .-ALPINE DESIGN CRIT=TPI QTY - 1 TOTAL - 1 REV. 17,2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF *I MPOR T A N T N K SMALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE N[8-91 BY TPI. SEE THIS DESIGN �T �1 e���� T(,' DL 7.0 PSF DATE 01/18/95 \\Uvw`,1►\v FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 O PSF ORWG A410 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0•O PSF CONNECTORS PER DRAWINGS 130. 150 C IBOA-F, DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47 .0 PSF 0/A LEN. 4-7-2 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEEP•S ALPINE TECHNICAL UPDATE T7/1/9l1 FDR PROPER 0 qi�� ?- IN O ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .� �. Q � DUA.FAC. 1 •33 [N ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE IAMB ERECTION CONTRACTOR. INEE1� JACK ■--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION i�,'N N������, SPACING SEE ABOVE TYPE 4 T * V T ENO JACK THIS OWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 6.67 6.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 233.46. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ------------------- ----------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx I xxx HANGER xxx H5 - -455#(Jacks Only) i HUS26 - + 2751# -12860(10d IP Y) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 33150 -1550#0 6d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) HHUS48 - + 4299# -16600(10d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -37860(2 Each) (lOd) HHUS48 - + 518001 -20000(16d 2plyl INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455#(2 Each (16d)) HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#116d 2ply) Rt_�Isi59A(Each)------- - IHGUS5_5_- +1 !335#-'3945#-16d-3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 11'4"4 m co 1 .5X3 Cu 6 f 9' 2X4 (A 1) i3 4X5(R) CYT �---2' ---�-- 3'V8 3'4"8 ----1 6'8" -� R=512# W=3"8 R=34# W=1"8 TA?.= T38 SED: 83921 PL TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL 1 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. tRUSSES REOUIRE EXTREME CARE 01/18/94 T C LL 30 .0 PSF REF (�2 *I MPOR T ANT X*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGNVS" TC OL 7 .0 PSF DATE 01/18/95 US FAILURE TO BUILD THE TRS IN CONFORMANCE W17H OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG 0 ARAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 55606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x - BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 C 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L D. 47.0 PSF DSA LEN. 6-8_0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER D RS�� SEAL ON THIS DRAMlN6 APPLIES TO THE COMPQ/EN7 DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � JOUR.FAC. 1 .3 3 IN ONLY. ANO SHALL NOT !E RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA`'���`` ---TPI -TRUSS PLATE INSTITUTE. NOS -1921 NATIONAL DESIGN SPECIFICATION FOR MODO CONSTRRICTION � HHr1,HHH�� SPACING 24.0" ITYPF JACK job: -(5-0143) LOT 9 5' VL T Ci THIS DWG. PREPARED FROM OMPUT R INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N UPLIFT ILB): 250 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) THERE WERE 2 NAIL BEARINGS WITH A MA%IMUM MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED REACTION OF 160.38. ---OR ------FULLY ----OPEN-------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS -------------------(±)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. _________________________________ xxx UPLIFT xMM I MMM HANGER xxx H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d (ply) MTS12 - -10000 1 HUS26 - + 3315# -15500(16d (ply) MTS12 - -2000#(2 Each) HHUS48 - + 4299# -16600(IOd 2ply) MTT288 - -3786#(2 Each) (10d) HHUS48 - + 51800 -2000#06d 2p Y) MTT288 - -4455#(2 Each) II6d)I HGUS48 + 66400 -21990(fOd 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=160# W=1"B 10'6"4 m 1 .5X3 0 6 C:-,- 9, 2X4 (A 1) 4X5 (R) —3'3"8 —{-- 1 '8"8 --� �--- 5' --� R=445# W=3"8 R=17# W=1"8 r PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 _ REV. 17.2m SCAALE18065000 **I MPO R T A N T x* ALPINE ENGINEERED PRODUCTS. INC TRUSSES REGUIRE ExlnFME CAPE 01/18/95 T C LL 30 .0 PSF REF SHALL 401 BE RESPONSIBLE FOR ANY WARNING IN HANDL LNG, E!MCIION AND 1,IIt 111 , OFVIAIInN En0M THIS Of SIGN OR IHLSE SPf CIFICAIIONS. On ANY 131IAC ING. Sff. HIG-RI Or EPI, SEE THIS OfSIGNA Vc� TC DL 7 .0 PSF DATE 01/18/95 (L ,\\v-t\\f_jf►"` FAILLIRF 10 OUILO 1Hr TRUSS IN CONIOR-ANCE WITH OSIBB BY TPI, FOR ADOIIIONAL SPECIAL PCPMANENI ORACINC AE ` 0\I,\Vw Y ALPINE CONNFC7GnS ARE MADE OF ;TOGA GALV. STEEL MEETING ASTM GUIPEMENIS UNI ESS OINFRMISE INO'CATED, IOP - BC DL 10 .0 PSF DRWG AnA6 GP S cxCf PT AS MOTTO APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL fff LAtEP Attr SPACED.ITM PPOIIEP - 5606 _ `\)\ TnuSS AND L"Lrse C"!EPMISi IOCATFn OV ?,,IS DESIGN, POSITION I AIEACHFD-1Y.G00SHf.A1MING. OrT10"CHOan _ x B C LI_ 0 .0 PSF L J S Pu:CO"C•OPS P :DnA.INrs 13C Iso E J60A F. DESIGN GIANOAROS ■1111 r1rW HLY AIIA(:�!Er, n;Gl0 EF:' F1;NG Sl I. STAIF OF TUT LD 47 D PSF OSA LEN. S-O-O JZON'n0m -/AIL 1CAP1F P.1CY1t:nNS NUS C EPI, AN ENGINIFP S ALPINE "E:M At UP'IAIF /;/V DI: rnnHFl: -_ St A:. ^.4 '�IF ;NIANING A^ .:L� '.l :.r COMI'ONEN1 OLPICI(C H'o11 (1WAL1 APP:.I'AI:ON 400N:"'A L';l•v U: '• tri fI10.f Qp• 1 1 nN AN; A 111, n 141;1 r. UPrN :N ANY OIK" .Ar O1.SIGN 'P '11L InuS`_ In!("'HN(:1"­AL'011 !l'� 1 J{`, r DUP.,FA C .JJ 11' All !I l ND! NAI IIJE L! ` .__ .. .. _ ,'..)?R 1._ !CNA J!-7:7f-N SM LII IC/.I ION!CI.-T•MIJ tON':'n JPAC I1�1 L� ?4 0 T YPF1 O(. s 4 T ' V T QJ THIS DWG. PREPARED FROM COMPUTER INPUT ADS & DIMENSIONS) SUBMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 240 200 200 WEBS 2x4 SP #2 N BRG.LOC (FTI: 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 37.20. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS PROVIDE CONNECTION FOR 530# AT HIGH END OF BOTTOM CHORD TO -------------------(+)_Gravity (-)-Up 1 i f t--------------------------------- PREVENT SLIDING. *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1p1y) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -1000# 1 HUS26 - + 3315# -1550#06d 1ply) MUST- BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -3766#(2 Each) (100)1 HHUS48 - + 51600 -2000#(16d 2ply) CONTRACTORS WARNING: MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MST60 - -4688#(Per 2Dly) I HGUS48 - + 8000# -26500(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CSi50 - -1650#(Each)----_- I HGUS5_5; +11335# -39450(16d 3ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. --------------------- ----_-------_-------_---- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 9'6'4 11'6 2X4 (Al) 8'10"13 6 J 10"13 4-3 Qe �8- �---2' 3' -----� R=3841 W=3"8 R=14# W=1"8 PLT.aTYP.—ALPINE DESIGN CRIT-TPI QTY = 8 TOTAL - 8 REV. 17.2m SC©LE830?5000 ALPINE ENGINEEREO PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF *IMPORTANT*M SMALL Nat BE RESPONSIBLE FDR ANY ARN I NG IN HANDLING, ERECTION AND t\n � TC DL 7 .0 PSF DATE 01/18/95 \vA N DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HtB-9t BY TPI. SEE THIS DESIGN ljs ttV ���•� FAILURE TO BUILD THE TRUSS tN CONFORMANCE WITH OST88 BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V - ,I O ALPINE CONNECTORS ARE MAGE OF 20GA OALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOICATEO, TOP - _ 13C OL 1 0 .0 PSF ORWG A445 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF L JS CONNECTORS PER ORAWINGS 130, 150 O tSOA-F. DESIGN STANDARDS WITH PROPERLY ATIACHEO RIGID CEILING -- SEE - STATE OF T O T.LD. 47 .0 PSF 0/A LEN. 3-0-0 RM CONFOW/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE t7/1/9I) FOR PROPER /,0 RIO' N SEAL ON THIS DRAWING APPLIES t0 THE COMPONENT DEPICTED HEIS DRYWALL APPLICATION. FURN19H A COPY OF TH]S Q•�� DUR.Fac. 1 .33 IN ONLY. AND SHALL NOT tE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. INE05��` • TPI - TRUSS PLATE INSTITUIE. NDS- 1991 NATIONAL OEStGN RPFf:tFfPA.rm.ero.uvn••....•....•••••.• ••',•/••�_�•• �� CPArTnlr. DA FT" r.•r.r -I A(�V 1 -» O 4 T 95 " V T HIP JACKS THIS DWG. PREPARED FROM COMPUTER INPUT -(LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 370 470 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.43 9.43 9.43 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC) REACTIONOF 316.84. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 06-08-00 (0-Gravity (-)=Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- N** UPLIFT N*N I NNN HANGER NN* A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 -455#(Jacks Only) i HUS26 - + 27510 -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) �1 MTS12 - -2000#(2 Each) 1� FF�UU9944pp 4�9 9# -1660#(10d 2ply) CONTRA146MARNING: MTT288 - -3786#(2 Each ((fOd)'f-MHUSde +15190# -2000#(16d 2ply) THIS TRUSS IS OESIGNEDPTO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -4455#(2 Eachll16d)l HGUS48 = + 66400 -2199#(10d 2ply) AT SPECIFIC LOCATIONS. ARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HGUS48 - + 0000 -26500(16d 2ply) INSTALLATION TO ENSURE WAT TH;G TRUSS ;S EREGTEB PRGPEFI6Y. 12'4 GSf59 - 3G56tiEaehi H16HS5-5- 335# 3945#(16d 3p1y) -------------------------------------- --------------------- REF( ENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS F---- 4'5" 12 -� fi'4"8 DO 3X4 fU 4.24 c::;-- 2X4 2X4 (A 1) 4 3 2.83 B 4X5(A) �T� 9.5N2 1 '---3'9"4 --�-- 5'9"6 -) R=515# W=4" 15 - 128# R=283# W=3" TA? T37 SED: 83918 PL TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIPE EXTREME CARE 01/18/94 T C LL 30 .0 PSF REF (�� *IMPORTANT)(*SMALL NGT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN ,�I.`�' �� T C DL 7 .0 PSF DATE 01/18/95 \\U�`1V1\�\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST80 BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE V O ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 OR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5508 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM C40AD * BC LL 0.0 PSF L J S CONNECTORS PER DRAWINGS 130, 150 C ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - TOT.LO. 47.0 PSF OSA LEN. 9-5-2 CONFORM N/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 0 q1O' P- Ess SEAL ON THIS ORAM[NG 4PPLIES 10 THE COMPONENT DEPICTED MERE DRYMALL APPLICATION. FURNISH A COPY OF THIS qt:"- DUR.FAC. 1 .33 In ONLY, ANO SH1ALl NOT BE RELIED UPON IN ANY OTHER MAY, OEEION TO IME TRUSS ERECTION CONTRACTOR. '�'iNN *--TOT . TRUSS PLATE INSTITUTE, NDS" 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION NN,,,,NR� _IS-PACING SEE ABOVE TYPE JACK CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX( 247-5805 SUNCOMOM 852-5800 August 4, 1998 Schnorr Home Improvements 6928 Phillips Parkway Drive North Jacksonville, FL 32256 Re: Required Inspections for Construction In the City of Atlantic Beach Dear Sir: Please be notified that a review of our records reveals that no inspections have been performed at the following addresses: #16621 1562 Linkside Drive Roy Taylor #16485 1586 Linkside Drive Verne Ubanski #14122 405 Snapping Turtle Court East Williams #13400 1563 Linkside Drive Douglas Hatch #13399 1830 Sevilla Boulevard#101 Tom Vogel #12942 1435 Linkside Drive Jack Robbins #12032 91 Ocean Breeze Drive Tom Theofan #12717 1601 Linkside thrive Roger Austin,Jr. Please review your records and advise whether the work was performed by your company and schedule the appropriate inspection to close out the files. Please call me at (904) 247-5826 if you have any questions regarding this matter. Sincerely, Don C. Ford Building Official DCF/pah cc: Homeowner y k. . 717 DEPARTM04T OF SUTU)ING CITY OF ATLANTIC T1 - - 'PERMIT INT R� " 1 . � �.�:,.� ..----.. LOCATION �N�"t��' �t��i �- 4 t Rt er: 12'It Address ; T.6#T1 LIA1TtSIT3T� T�RIVT� `. _ , Perini t ` ' + 4'sN STTt ` + TT A TLANTICIUACH, FLORIDA 12233 C as " of',Work:ALTERATION, , --- �� . TaZOAL I RSCRIFTION "IYP :AT�tTk4,MUMT3�oCk: Lot 1QQ & 101 Twp. Proposed Ups:SCREEN ENCLOSURE , Sactidn; 2 Sod* Rnq 4 we1 in .4. tip Subdi Vi t i on*SRLVA L NKS IsD E Est Vialrte: 0 .00 improv. Coat; 4,765 00 Tvta1 'Fe " ' 52. S A aun 5250 wSnE ��� �e� �� ��iii��•,� -------- - Raw IT 52. 50 Addy� 1 T��I�E Pho 1 PLORIPA;, �*ze. R R 'C �T t Name. S, CT2 'V 32256-4576 JACKSON Li c• 4f. P. / T NO'T'ES: NO "iC4 A6L 00ft E FOMS AND FANGS "PlEc"©BEFORE PQUM PEAMIT VOID 3IXAtIQNTHS AFTER DAM t3F ISSUE �.l tt3 MAI' RjAL,.�1U SMR, NO R1 # ttrl THI 1�IORK MUST`, OT ETF PLACED,1N i?�1�i1��51 CEJ A�1t�MUST BE _0LE:AREIJ UP ANG HAULED AWA BY EITHER CON I NACTQR 00,9W u i ME 1I]y]� T IN ! r f ., ACC RDiNG TC,AP jD PLANS WHICH ARE PART Q1=TIIIS PERWT AND SUOJECT TC R Of APPUCAKE: I I E;. . ', jt®bCi �Eff Yk� Qi M6"Ji �, .. QG160!l�kM:G�Op9. ` ATLANTIC$PCH E3UILAIN NT - ,...��..,..,. u3.. �� .,._wFwz._._:w:,m^�. '� €a ..t r�aaxa� z"' ::,,i�+'�. •S ,_,,' `"�3�+x �.aw;e',..u,..� _�..�_. .. .._ � ,,..., CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address j f 1: c�v c t S t 1a ; � '7 rZ C-A F E-oj r'O8 2CN tT�_ Date %d r Heated Square Footage ( @ $ per sq ft = $ Garage/Shed � @ $ per sq ft = $_ el Carport/Porch V Aj $ .__ p e r sq f t. Deck @ $ per sq ft - $ Patioc� _ @ $ per sq ft 0 O. TOTAL VALUATION : S `T CoJ z 0 $ Tot�l,,.� V}mon 1st $ 1 Do J $ Zv // ((�� Remaining Value Sty. per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ST) (G) Fireplaces @ $15 . 00 $ C7 BUILDING PERMIT FEE $` WATER IMPACT FEE $�, SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $— ( ) SURCHARGE . 0050 $!� � OTHER $ � GRAND TOTAL DUE $ 6- 2- 50 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing _ Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign_ Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: ___ a Building aurti , CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS owner(s) : '-Kn!;6Nxr A usi1 n Jr. Address: Ita ® 1 L Phone : pots # Block or Unit #— Subdivision:S6Jy4, Contractor: Jc_Innnfg, Ne_Ity,j)ccye,mev)4s Address: X09 k)u Ir, 1�� Phone No: I Describe work to be done: S GI ��T 1�✓Y PnC_l.�,S�( Present use of building: �'fs►'1P Valuation of Proposed Construction`/U� F, S._r1'.0a16 Proposed use: n -eYL L?n" Q_n re Is this an addition? If yes,- whab\jare the dimensions of the added space: _ft . X _ ft . Will the added area be heated and cooled?- Alr-�> _ New electrical ( or increase ) ?� New plumbing fixtures? New fireplace? New Heat/AC? _ SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN , SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: Z2 -Vq Date: Q AMANCIA<ONINTiNG;'7�,ipsnly 10tiee of 6MMenctmin' t (MPAAs IM DUPL CA1t) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following iatorasation is stated in this NOTICE OF COM ENCEMENT. Description of property � .__Q1___��Z �[�c.1� Q1__-- -1 r/�. ✓1�.5�� /Orr .(- General description of improvements �f ��?f _[',�jC'1S j/✓ice _ Owner --- no V- , �rz_ A-------------------------- Address -��b----- �1 --1-1-�t-----1-�1 'Li!1_�_a .�_ � _M_ Owner's interest in site of the improvement _ .�_�1_✓12���_ _l_ _� Fee Simple Title holder (if other than owner) Name ------------------------------------------ - -- --...- --- -- ------------------ ---- Address --------------------------------------------------------------- Schnorr Home Improvements Contractor ---------~----------------------------------- --------------------- --- -- 6928 Phillips Parkway Dr. N. Jacksonville, FL 32256 Address ----------------------------------------------------- ------------- ---- ------- Surety (if any) -------------------------------- -- --- -- - -------------- ------------ Address ------------------------------------ --- -- --- -------------- Amount of bond ;------------- Name and address of any person making a loan for the construction of the improvements. Name -------------------------------------- --- --- ---------------------- ------------- Address ----------------------------------- -------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name ------------------------------- - -/-- --- N' Address --------------------------- -I- --- -- ------------------ In addition to himself, owner designates the following person to receive a copy of the Lienoes Notice as i provided in Section 713.06 (2] [b], Florida Statutes. (Fill in at Owner's option). Name ----------------------------- ��� -------------------����� --- (9trI f ratr of Orruvancu (situ of Atlantic leach -- Nloriba partont of Voilbing Innprrttun This Certificate kale issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Single Family Residence Bldg,Permit No. 10907 Group W.irame Type Construction 5/f R.Distfl t Atlantic Beach Owner of Building Centex HO me6 Address jar-krznnyi Ott 'Ip B" t2 L� B ingmdmss_1601 I, nkside DriveLocatity Atlantic Beach, FL 32233 By: DON C. FORD 3 t q Building Offict i Date: POST IN A CONSPICUOUS PLACE i CITY OF Office of Building Oficial REQUEST FOR INSPECTION Date ; c.� �� Permit No. �`j� '-"' Time /f Received " ` 'K Joh Ad s ality, Owner's Name - Contractor BUILDING - CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing_ ❑ Footing ❑ Rough Wiring ❑ Rough [I Air Cond. & Re Roofing Slab ❑ Temp Pate ❑ Top Out E! Heating —SuTa-ribli, E, Lirol ❑ Final ❑ Sewer EDFire Place ❑ !t! READY FOR INSPECTION Pre Fab ; \ A.M. Mon. Tues. Wed. �.T-h^ur�s. Friday P.M, '` � �nspector nspection Made —�" .. ' V P -^ a Inspection❑ Certificate of Occupancy CJr" Date L.o r l40 RleY/S-16p ) MAP SHOWNG BOUNDARY SURVEY OF RARr ow zoxf /pp 4mAo /D/ AS SHOWN ON MAP OF sE� V4 L/NK„s/,O� LAI/r 42 AS RECORDED IN PIAT BOOK _ 7 - PAGES IRS-B5 it OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA, NOTE= SELF 4rr..4CHE© LEGAL DESL'R onow NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. NOTE! ff fW rIONS sM0AW rN&'J: (M./0) AND RlrFER rO NAY1AM44 GdoAe,-1C YBRr/CAL DATUM L Abto,5120,6 ARI k/0 (xo• macer- o,-• wAy� 4•rai:rz••j r.c. Ar�3N.� NO'u'.�►••j y x Avted �r. 7,dQ. W a o �• •./Woos. c. 2 , 19961 R V W` + `h '�. h cx I. ' Q IdTi � Nd 'T AD Bl1t {� . ,►. ff % f g and Z ning N k � � � �` � O v • ��.a' a Z �r�' res se •. ... tD W .► Xwriv t� W �r 4 E, ✓ 2 4p,.�tox, W �A MENT '-OR pk 7CNlypiv, AND DEr'FiV T'/OiY POiS/D r��/NiNG .td'BA.�iPM�yT ORA/N ,� I�TOR .SG +�5•4v`E so. PARr rrcripni ,71 roW.vsr/ff► ,z .3oury, Rdnrc __ r; f �' OF �,L[,� Beacls ffice of Builckng Official REQUEST FOR INSPE I /7'�/♦jy� /� 71 Date /^" " ` Permit No. Time M. Received M. 1 Job Add cal Owner's f Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing 1-1SlabD Temp Pole 11 Top Out ❑ Heating Insulation _F- Lintel ❑ Final El Sewer ❑ Fire Place El Pre Fab READ R INSPECTION Mon. CAM Wed. Thurs. Friday M Inspectio ade Insp for ection Certificate of Occupancy❑ Date . P�LANrc y �- .....�...r " v _ 0 R14P OF ADDITIONSor • " • D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted S 5 $15.00 REINSPECT FEE It is unlawful forany Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. /CITY_ OF Office of Building Official. 11,0170,V /j q REQUEST /. FOR INSPECTION j o1c� /71 date_ _ Permit No. 1 O 'ime A.M. deceived t P.M. Job Address Locality owner's —t Vame � €�.-__ Contractor _ 3UILDING CONCRETE ELECTRICALMECHANICAL Footing D Rough Wiring C Rough �. ' i ie Hoofing Slab 0 Temp Pole C Top Out ❑ Heating r,l-ulation _ Lintel Final _ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION ' A.M. on. IONTues Wed. Thurs. Friday P.M. �— A.M. ,spectior, Made _ PM. mal Inspection / Certificate of Occupancy Date _� r CITY OF r�I a retie &"W - 174Uu 4 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5415 TELEPHONE(904)247-5800 FAX(984)247.5805 NOTICE TO: Water Department FROM: Building Department DATE: /- ,a 13 —9 , Please be advised that the final building inspection has been completed on each of the following addresses and construction Water is no longer needed: 1 Permit Number Address elr, , L_- Building Department CITY OF Office of Building Official QREQUEST FOR INSPECTION f0 )ate `f� _,/ Permit No. 1 0 l 0 Fiore A.Nr. 3eceived P.M. __/te a/ 41`oLeS( �F Job Address Locality eZ. )wner's vame / ntractor 3UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL =raming F1 Footing ou ng C Rough Air Cond. & 3e Roofing 0 Slab Ci Temp Pole O Top Out - Heating nsulation G Lintel Final y G Sewer 7 Fire Place =. FiEA�� OR ANSf�CTION IL-1!F�" N����7e�a� A.M. I Aon. Tues. Wed. Thurs. Friday P.M. S A.M. ispection Made S P.M. sPCctor _ Final Inspection Certificate of Occupancy C; Date r DATE: -- PRE-SERVICE ATE: -sPRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 23:3 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: _t� &---------- '4,1-sz:lLo ;�c.E. G7' -------- __._ --- ------------------------------------------------- ------ ------------------------------------------------- ------ -------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, i T� Le -BUILDING INSPECTION DIVISION cc:FILE Of og„��a�r9 `pN R f q �tNgpE tN EsFo 1 PM. Date ,,me er O convact°r �V� Heatin ace C ess Fab ring fl Se er p 9 OWneti s �pN HEj� C Temp P°ie C Fnday ame G Final ooA N Fo°b 9 OR�NSPE Si ntei PEApY F 5amtn9, / Wed_ Re�p0{n9 ! M at inspect on Qc G Pancy U / \nsuiat�on fees � �. F�ertiticate°f //// � Mon t tnsP e6on Made 4nsPector �t,'� ' CITY OF V ,IQ&rs& Beacjt-&7lauc& Office of Building Official p 271 7 RE90EST FOR INSPECTION /U "?ciZ� Date � � Permit No. 6 79 Time Received 6 j Job Add r `� �— Locality Owner's Name Contractor BUILDING CONCRETE PLUMBING ECHANICAL Framing Footing ❑ Rough Wiring Rough ❑ Air Co Re Roofing — Slab ❑ Temp Pole ❑ Top Out �7�Heating Insulation Lintel Ll Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY F R INSPECTION Mon. (u Wed. rs. Friday P19r' �I A. Inspection Made RAO- Inspection Final Inspection ❑ �i Certificate of Occupancy❑ Date NOTICE OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted lof/yd� .tf T f° Gni.-cam A $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG OF ADDITIONS or CORRECTIONS • • REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 0�'4s dL s do(. 07- /t/A 1 l t=m 4 r F !aJ S v Crt �-- C> et-7`"(o i')-S S�VIA. F S py '? K d� � N t� -+►�— d ff D0 rt NA-PC t /tiSStoo C_ �F cx�'-sf21� Tru0 (c/&� (- s u r 4$15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. t TRANSMITTAL DOCUMENT FOR JEA DATE: //- 43()-elf` The following permits have passed "rough" inspection: Permit No. Address 1 RRcdoxetkxxzexxx=xXixkue*xm dmaxafxxbkox4x==L*u. Please update your records accordingly. `Thank o DI G CITY OF ATLANTIC BEACH /vcb DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PEPJ4IT 1100 T1,014 .�. _. . . .... LOCATION INFORMATION .. Permit Num 4r m 10992,11 , Address *. 1601, LINK$Ib,Z THRIVE petmit Type: MECHANICAL ATLANTIC BEACH, 'FLORIDA 32233 Clsss of Work* NEW ' const ---------- LEGAL DIESCRIFTION y FRAME WC FRAME LotaBlock. Se tio 1? T+ se Llse< SI'N3LE` I*'� L Townshl.F;; ' N? Cy 0 'Dwellings: Code`s Q subdivision.: SELVA LINKSIT3R Esti'mate Value: $0 .00 Improv. , Cost $0.00 Total . Fees s $41 .00 47 .� 0C TDA, Work TI NTR L HEAT AND AIR IN NZ .NOME. '"TI N -� APPLICATION PEES PERMIT $47 .00 Ad SIDE THRIVENATER. IMPACT FXE T CH FLOR 33 SIM IMPAC PRE A7X13 . P ` P a A Air RADON CCAS- .'R.S. . t NICO A CtAI - R.A.DON CAB � ; $IS.tl0 Nam IMPROVE. .{I "I'll,;r e!s � » ,TAC TLLE PL 32257 CROSS CONNECTION ISL s CAC Type. ,SEC N IN ACT FEE 0 .00 CO ST.SUACHARGE fl NarES: NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE INSWEGTED'BEIFQRE POURING PER, VOID SIX MONTHS AFTER DATE OF ISSUE BUtIr1]#NG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUSTNQT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND FfAULED AWAY BY EITHER CONTRACTOR OR,OWNER i`F [ URE �r/ E" . HiEC' CHaN3 �.. N �N ,WiWI f ISSUED ACCORDING TO APPROVED PLANS WHICH ARE.PART OF ROPERTY: -140 , THIS PERMIT AND SUBJECT TO REVOCATION I"# V16Lt TION DF A#t ICABLI=PROW to t�F LAW.' , E 'ATLAI�ITIC BEACH ILDING'DEPARTMENT 1 �1 IQQ Byi%,,Z�1191ig 66 . X; Mf I. BUILDING ANVZONING INSPECTION DIVISION CITY 0F, ATLANTIC,8EACH j' ATLANTIC OrACN•I'LORIDA iiiii i 'APPLICATION .: PERMIT CALL-INN NUMBER av - J V;; � . IMPORTANT— Applicant to complete`all items in sections 1. II,.III, and IV. ,. � LOCATION Sla•I Addnun s �k OF (alortaotiag sireetl: btwoos k TT A141fc RIXI) , And SF.MINOLE ROAD BUILDING , — svb•divbtoa C F T.If„L L n X it 11. IDENTIFICATION —To be completed by all applicants to conlider•tron of pumil given (or.doiaq the workµ`detctibod In the oboe stalsmeal we hor•by eq,ee to pe•ic•'n t•;d .o•l •• e::: ar:• .ith the allochod plant •ad rpecifrcolionl which;sre,a„psri.hersol and ie occordonce wilt Ike City of ioctw vile old--e,c•t e•a of good proclice 411ed th•lsin. Nome d 61e4h••ic•l Coaifactors Ceeirector (►►rol) MANDARIN HEATING &'' AIR Matte CACA12623 N•.. .r heperty Owner CENTEX HOMES S+fe•h+ro of Owna si nofwe of W Avth•ri•os♦Ag•M � M•hilecl or Eogiow 111. Gf►IEttAL INFORMATION ' A. Type of healing fools y lis OTHCR CONSVIIUCTION OC1N6 DONC ow s4 -THIS WILDING OR SITZ 1 YES O Gas--0 it O Newel O Ceal/el Ulilii j r* IF PCs.�, r PCRMIT 6_1VC HU141I RJCO TRUCTION❑ Oi 0 0” —. spwry IV. ►gCK4NICAL SOUI►NWT TO EE INSIALLEp NATURE OF WORK [?-a 48 sompreis M of cempeaeals on bed o/this(e(al Residential or Commercial Ne411 0 Spon ❑ Recec•ed .+W Ceafn! ` '� F,00►• Jul New Building Q t Conjd;";ost ❑ ,,lttltt ❑ Exlsllnp Building ` ffi &;.;19.0. Syrt«wt Met"" ❑ ReplacemePt t of existing system 14"um capacity—_ 15F �0^ Z"New Inslaltstlon(No system previously 11131411100) O Refrp•retiw ❑ Extension or add-on to existing system O 000369 lower: Capacity ❑ Other— Specify•r- Q Am tprinllen: Nvntber of h•a� -- O Eieveler 0 Moalift O "Istor------ O Gotoxae PvmfK...... (avmberj THIS SPACE IOR OFfiCE USA ONLY y; a s* � . (Reoefws♦) (,� Tse1t (numl»rl " D tK.csrttei•••� (twmberj „'' O U.Rn►1 mow.owe+ �h. �'� r O Ioiere )eneit Approved by po•. O QNer...specify ►awtit Few- LIST ALL EQUIPMENT AJR CONDMIONING AND RUKiG£RATION,:rQuIPHENrcaftALel." NumberVl>Ita DeicrlptJou r >l e"Namb r >♦[aautactitrer �Y A�yrorotat nwieae7 z .. �D CITY OF ATLANTIC BEACH, FLORIDA a App►ovwdav APPLICATION FOR ELECTRICAL *PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,! IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELEGTBIIAN SIGNATURF AN NAME. A)teX___d66_#A6l ADDRESS:, ,f �0 6; P Df. _ RFD BOX BLDG.SIZE BETWEEN: RES.- APT.( COMM.( 1 PUBLIC,( ! INDUS.I ) NEW P< OLD ( I REW. l I ADDITION 1 ! TRAILER ( ! TEMP.I ! SIGNS ( I SO.FT. SERVICE: NEWJW INCREASE I I REPAIR ( 1 FEE CONDUCTOR SIZE AMPS J50 COPPER ALUM. IMTCt!OR BREAKER 9!� AMPS P W _l_'/VVOLT RACEWAY EXIST.SERV.SIZE AMPS PH I. W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31,100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS, OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER moTOJqS H.P. VOLTAGE PHS I NO. III-P- VOLTAGE PHS MISCBLLANFOUS ,�)� ��}, CITY OF �r t�&64-0 BSL-4" Office of Building Official REQUEST FOR INSPECTION Date l ^ 17` ^ t Permit No. 090? Time XM. Received PM. R Job Address ocalitJ� Owner's ' !Name jV3Contractor BUILDIN CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C Footing D Rough Wiring 0 Rough ❑ Air Cond.& 0, Re Roofing CJ Slab Cl Temp Pole C Top Out C Heating Insulation Lintel 0 Final 0 Sewer 0 Fire Place 1 Pre Fab RE A R INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday �j A.M. Inspection Made C -P.M. tnspeetor Final Inspection❑ Certificate of Occupancy Date �� /CITY OF ,4&a !3 6L Office of Building Official• j REQUEST FOR INSPECTION 63) Date � � Permit No. /0 Time A.M. Received f 1 6 g 11�,""L-16 Job Addres �..__ Locality Owner'sagz- Name Contractor I BUILDING CONC ELECTRICAL PLMECHANICAL Framing Rough Wiring ❑ Rough ❑ Air Cond.& Re Roofing 0 Slab `�� Temp Pole C Top Out ❑ Heating Insulation ❑ Lintel <L Final Sewer G Fire Place Pre Fab READY FOR INSPECTION Mon. Tues, Wed. Eh ,s, � Friday P.M. Inspection,Made Ir'spectof___ _ Final Inspection t-1 Certificate of Occupancy Date _ V j 3 "t Office of Building Official REQUEST FOR INSPECTION Date ' � __ ____ Permit No. Time A.M. Received _ _ �PM, i Job Address Locality Owner's s Name ____ -.��=h=L—�-�_�..___� Contractor BUILDING CONCRETE ELECTRICAL �—PLUMBING .i MECHANICAL Framing Footing Rough Wiring G augh �,_M1 Air Gond.& T , Re Roofing G Slab E Temp Pole F' Heating insulation fJ Lintel Final __ Sewer C Fire Place Pre Fab REA Y FOR INSPECTION Mon. Tues. ) Thurs. Friday A.M. Inspection Made _ P.M. Final Inspection C7 Certificate of Occupancy Date _ OF ADDITIONS or DO NOT REMOVE JOB ADDRESS / _ On DATE ht/ VI 'fO/Z 2, 10r le- P THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted / J IVI 9� r $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PL NG made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 SLOG p.m. Monday through Friday. 1 0 9 1 T DEPARTMENT OF 61ALDINO CITY OF AT'LANT'IC BEACH . .;- PZRM%T Z KOORKATI ON — _`. „...; 4 AT I ON I NFORMAT I DIII ,Permit Numbirs 1091 Address. 1001 LII*KSIDE DRIVE Permit Type: PLUMBING ''ATLANTIC �fENACN.1' LCRk21A .� CIS of Wor�kk N� ---- ���.�.w LED�iL '�1 N����PT'IDN --------- Constr . Type WOOD FRANZLat:� Block: Section Pro used ase: SINOLI ' AMIL : NeI I i n'03 t. Cade: 0 Subd vitiono BEL��A LINKSIDE Estimated Value *04 Improv'." Cost : $0-foo, T07 .00 AM 10 Work lie N NEW SINGLE 'FAXILX IIOME -------" ,q s " N10Oolt dAT1ON FN SI. .flAAdWA" 0 , P ' »: {} CH Aol RADON �y�N S'-. Wt/1}}, .. F V 00, 100 0 ON .`Isl AC ILLE rLA. 32210 CItOSB CONNI PTION SO .00, L c J60 Type: 4 �� N, �NPi� FEE0,00 CCN; fi $ 00 s{. ►datS, .: =I --'A ,.CONCRET FOAM'S AND FOOTING MUST 3E 66FOAE Pi�( r PERMIT VOID SIX MONTHS,AFTER DATE OF ISSUE BUllr **#� MATEI�IAI.; RUBBISH ANLL DEBRIS,FROM THIS WORK'MUST NOT BE 'LACED IN,,PUBLIC SPACE;ANp MU&TAE CLEANED UO AND HQULD AWAY 13Y E1ThIE0 CiI4TFiACT©R OR QWNER TA LU,R1 Mid AN, OVE I ACCORDING TO AP Rt346 'IAN WHICH ARE PART 4F THIS.PERAAI�AN®SUBJECT TQ.REVOCATION FC?R F APPIICABL ,PiCVISIt31S OF LAW. ATLAN TI EACH BUILDING t' R0MMEIV f �.y,, r CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: v ` resf L OWNER OF PROPERTY: BUILDING CONTRACTOR: �^ PLUMBING CONTRACTOR `( Lm b 7 ` � AND ADDRESS: (n , J TELEPHONE NUMBER: c-P noJ d a i L) 5 STATE LICENSE NO: 11 TYPE OF BUILDING: t ,Mr TYPE OF WORK: HOW MANY OF THE FOLLOWING TURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS 'URINALS .�� DISPOSALS -CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PARS OTHER TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ i ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'*OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 R P8R-3944 ''t s i :09 rm 11sew 13 3 DEPARTMENT'6FBU11.01NG , CITY OF ATLA' 1C� Ai i " Permit tifi7A Addr� s 611 LINKSIDS DFt,2V �. " MIT` Q ATtAUT I G BEACH, FLORIDA 122311 . #looka. s �tio* WOOD FPAKE, Loti -Ptopmsed Use SINIOLIC FA ILLTtSt�rl��iip•, Duel;I i n'9�z�4 1 Cada: {� '� y, yn KS21rE1te4 Vali ` $+ 49.00 Improv. cost id:- Total, Fees:, $2$93» 48 -� tate 10J� F ------ Okla, C1C1rla,e ' y{ST'#ATy}�yr, [� `. y�ppy .' �x►j y�ql'�{�! +�1��'�1'�/ �+�sR 7 .���y►-- E!l�+� • �•i #� / �XA FS#M4 Far' K i68x»+. FLORI23A ��'11a1� 1�I'AC'�' FLEE $1250.,00-,� P1xcJn a` rJ +1 1 1 �1a1 Ap 85. 0 L ESTATE . CFITAL IMPROVE. X325»�►Q.... Ad dIr' s SAP iw MPi b a!1a C4l(ST a SIIACHAR R '? » 4 '�FR SCHA t /AT1.ECRa .82 4 F �a } rE { s g¢ F 77 ALL FRETS FORMS AND FQQ71NG mui sT�D>� � ' PERMIT 01)SIX MONTHS AFT f QAT F { .f eu� ATAIAIFIi131t5H F 'T '0 MtJS1`t � !*P#. D IN PI�BLIC; QAc ANp IuST L D AWAY BY E7HEi'C � "€ aR €I 4PK� .AA A rxN ISSIl4 UAI�tNG l A�' 'It F1R1�VCy ARS Pte':©F THIS 1IFtMIT AND 8UFlt� ` 11 +"�A�TltJN � C11 N'04:Atr'F'�..IC F�3V1�N � Jl tVKI r F 1Ufi.4'4 P.R+h.:x riNTiS �"V • �RFR � g '( tAY ° •j Sx p `7;W h- 3 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Heated Square Footage V7 @ $ S-S �00 per sq ft = $ Garage/Shed 7 `� Z @ $ ( 7 -00 per sq ft = $ Carport/Porch !6 @ $ ! .00 per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ . dQ per sq ft = $ TOTAL VALUATION : 64q '0 T-�luation 1st $ D $ -v ci.3 Remainin4Value o$�►. per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ U (c�) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $_ �r�-7 WATER IMPACT FEE $i S�/0.00 SEWER IMPACT FEE S"7.Oa WATER METER/TAP ate..__ CAPITAL IMPROVEMENT SEWER TAP Q(,c(, ) RADON (HRS) . 0050 SECTION H PAVING HYDRAULIC SHARES $ -0 " CROSS CONNECTION $ ~.® V(oq?) SURCHARGE . 0050 $ 17 Z. 2- OTHER $ / GRAND TOTAL DUE $ '� 0c, g ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : t ti iCITY OF _- ?ROPERTY .QESCRIPTION 7, �J J'T�.CllsiZ+CG �CQ�K - ��OZGdQ 716 OCEAN BOULEVARD -at /►_lo ---Blnalc . _ __ Section I___ __ 1995 P.O.BOX 25 ~~ r ATLANTIC BEAC11.FLORIDA 32233 Building and Zoning TELEPHONE 0S041249 J95 Street NomeDESCRIPTION OF WORK sr Address s_j ze 91 L �Lf� _L� �_'_ ______ If in a FLOOD HAZARD 'load Zones... _______eraa complete page 3. Brief Descriptions�J Class of Works T (New/Remodel/Addition)--- Mew :ONING INFORMATION Type of S 1 ng(t I • Constructions- :ening Proposed 1-3 41 Estimated Value g_ --- �, -_______ :xeeptions or Matarialss ( Q¢e� 57 LCo------_- arioncen Orantsds��,__ Solid or Filled c N F1G Grounds_ ,Roots OWNER INFORltATZON Method of Meetings Property Owners �e�?�_ ,S ` t Phone s_.W(.-VIV�_/-__ mailing O..SUt��'� 0+r`��r s� Address _ _�.,•_____ C SSa.. �.{ Zip--------- (�------ a n v ��•�_ CONTRACTOR INFORMATION Contractors____� 4CL t_ ............ Phones /_-- Mailing I ^� c U�.J Expiration License Numbers_ ........ Dotes I N[RC@V CCRTIrT TWAT I WATS *CAD AND CKANINCD TWIS APPLICATION AND KNOW TNC ?ANC TO •C TRUr ANO CGRRtCT. ALL PROTISIONS Or TU$ LAWS AND OROINANCCS OOVCRNIMO TNIS TTPC Of WORK WILL 8C r '•� CONPLICO WITH. WMCTNtII SPSCIr2CD WtRt:N OR NOT. TNC ORANTIHO Or A PCRMIT DOC! NOT ►RCVURC TO OIVU AUTNOSITT TO VIOLATC OR CANCiL TUC PROV28ZOMS Or AMY rCOCRAL. STATC OR LOCAL RULES. . REGULATIONS. ONOINANCRS. ON LAWS IN ANT MANNCR, INCLUOINO THC OOVCRMiNO Or CONSTRUCTION OR TRC PCRrORNANCC Or CONSTRUCTION Or THC r*OJCCT. I UNOERSTANO THAT TNC ISSUANCE Or TNIS P[RRIT I^+ ► a'w,� CONTINOCHT UPON TUX ASOVC INFORMATION 5 rMa TRUt AND CCT O THAT THC PLANS AND SUPPORTiPG r)« DATA HAVC WCCN ON SMALL' 99 PROVIDCD A R6 INCO. 1 Owner Signature _ _-____---Date x l,r. •t• y_ i• Contractor Sipawturm ,� _ ..-- --- -----------Date_ __ FLOODPLAZU LOEVELOPMENT ZNFORNATION a Type of Developments_—.. u ---------------------------------- Flood Zones _ Required Lowest Floor Elevations_ ZS building is located within a flood hazard zone, a survey trust be made AFTER THE SLAB HAS BEER POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established torr that atone. No final inspection will be *ado and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS% Applicant Acknovledgeadmts 2 understand that the issuance of this permit is oontlnV*nt upon the . above Information being correct and that the plans and supporting data have been or shall be provided an required. I agree to comply with all applicable provisions of Ordinance No. 23-7-11 and all other laws or ordinances oflecting the proposed development. ______Applicant's Signature-------------------------- ------------------------------------------------------ Department ---------------_------------r.-.------- Department Uaa Required Lowest Floor Elevations _ r___________ Aq Built Lowest Floor Elevation _________________ Survey Filed with Building Department ----------- --------------------------- Building Department Representative • page 3 RINANCIA16 PRINTING Cf>~ a9�— ^0,* � TWO& of Commencement (racrARc IN DUPLICATE) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property ---5e_LQGL_L 1 q I— e .2--`------------------------ ------ ---L---------'--4A- r------------•---------------------------------------------------- According to plat thereof _recorded-in _plat _book L41) pages �S- �a -------- ------------- - ------------- -- of the current public records of Duval County Florida Qeneral description of improvements --------------------------.------------------------------------- - Construction of Single Family Residence with Garage on concrete slab -----------------------------------------------------•------------------------------------------------------ Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- Fee Simple Owner's interest in site of the improvement _______________________________________________________________. Fee Simple Title holder (if other than owner) _____________________________________________________________. Name ---------------------------------------------------..,.------------------------------------------------ Address -------------------------------------------------------------------------------------------------- Contractor __sbame_ as- owner------------------------------------------------------------------------ Address ----------------------------------------------------------------------------------------••-------- Surety (if any) ------------------------------------------------------------------------------------------- Address -----------------------------------------------------------------Amount of bond $--------- Name and address of any person making a loan for the construction of the improvements. Name --ft-------------------------------------------------------------------------------------------------- Address -----------------------------------------:------------------------- ------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name _Metroyolitan_Title_&ft_G ---------------------------------------------- 6620 ____________ ______________-_____-___6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.08 (2] [b], Florida Statutes. (Fill in at Owner's option). Name -----------------------------------•.---------------------------------------------------------------- Address -----------------------------------------------------A---------- ------------------------------ CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 2' BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i BATH (8) TUB OR SHOWER STALL (6) 2- WATER CLOSET I WATER CLOSET, TANK OPERATED (4) 1-/ VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) _,L„`LAVATORY (1) I COMBINATION SINK AND TRAY (3) _I WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) 2_ WASH SINK EACH SET OF KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) __1_r_KITC= SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ( ) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET TDRINKING FOUNTAIN (1/2) BLOWOUT (2) / LAVATORY. BARBER/BEAUTY +! ICE MAKER (1/2) s SHOP (2) SURGEONS SINK (3) __d_—LAVATORY, SURGEONS (2) JACUZZI (2) _URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 0 $20.00 EACH $ s/a 44 JOB IIIFORMATION Co O d./,t/G{S/'v f r• t t Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 100 SL 2 BUILDER: CENTEX AND ADDRESS: 1601 LINKSIDE DR PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169. 00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13-Cooling system 13. Type: Central A/C SEER: 10.00 14 -Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric 16-Hot Water Credits: (HR-Heat Recovery, 16. EF: 0.90 DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .42 a. Total As-Built points 19a. 28939. 75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------ I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 9-d-t-5V" 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: �Q.l APgw BUILDING OFFICIAL: C DATE: Q-.- •9i DATE:- 4 ,�-- Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 100 SL 2 BUILDER: CENTEX AND ADDRESS: 1601 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 2I_1 3I_I OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10 .00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706 .04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed n ^ this building will be inspected for PREPARED BY: it}('''4ya' compliance in accordance with Section DATE: q-5T5 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT. BUILDING OFFICIAL: a-- DATE: 9-3 br 5 �" DATE: - - SUMMER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ---------------------------------- ---- N 92 .00 65 .8 6053.6 DBL CLR N 180 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 20.0 38.3 .94 720.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 S 24 .00 65.8 1579.2 DBL CLR S 24 .0 66.2 .91 1445.8 W 54 .00 65 .8 3553.2 DBL CLR W 15.0 79 .7 .95 1135.7 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 12 .0 79.7 .95 908.6 DBL CLR W 12 .0 79.7 .95 908.6 ---------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 647 .00 170.00 1.453 11, 186.00 16,255.89 ( 8,846.60 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995 . 0 .9 895.5 Ext Wood Frame 11.0 995.0 1.70 1691.5 Adj 197 .0 . 7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137 .9 DOORS---------------- Ext 21 .0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18 .8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1507 .0 .6 904 .2 Under Attic 30.0 1493.0 .60 895.8 Under Attic 30.0 165.0 .60 99.0 FLOORS--------------- Slb 169.0 -37 . 0 -6253.0 Slab-on-Grade .0 169.0 -41.20 -6962.8 INFILTRATION--------- 1647 .0 8 .0 13176.0 Practice #2 1647 .0 8.00 13176.0 TOTAL SUMMER POINTS 25,289. 71 18,015.22 -------------------- TOTAL x SYSTEM = COOLING ( TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25,289.71 .37 9,357 . 19 1 18,015.22 1.00 1. 100 . 340 .860 5,794.42 WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 92 .00 -10 .6 -975.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 20. 0 7 .3 1 .09 159. 1 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18.0 7 .3 1.09 143.2 S 24. 00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654 .3 W 54 .00 -10 .6 -572 .4 DBL CLR W 15.0 -9 .2 .85 -117.3 DBL CLR W 15.0 -9 .2 .85 -117 .3 DBL CLR W 12.0 -9.2 .85 -93.8 DBL CLR W 12.0 -9.2 .85 -93.8 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,647 .00 170 .00 1.453 -1,802 .00 -2 ,618 .73 -344 .57 - -------------------- NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 2 .2 2189 .0 Ext Wood Frame 11 .0 995.0 3.70 3681.5 Adj 197 .0 3.6 709.2 Adj Wood Frame 11.0 197 .0 3.60 709.2 DOORS---------------- Ext 21 .0 12 .3 258. 3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11 .5 216.2 Adj Wood 18. 8 11.50 216.2 CEILINGS------------- UA 1507 . 0 1.2 1808.4 Under Attic 30.0 1493 .0 1.20 1791.6 Under Attic 30.0 165.0 1 .20 198.0 FLOORS--------------- Slb 169.0 8.9 1504 . 1 Slab-on-Grade . 0 169.0 18.80 3177.2 INFILTRATION--------- 1647 .0 7 .4 12187 .8 Practice #2 1647 .0 7 .40 12187 .8 TOTAL WINTER POINTS I 16,254 .27 21,793.33 TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 16,254 .27 .55 8,939.85 1 21,793.33 1 .00 1. 100 .500 1.000 11,986.33 WATER HEATING BASE ___ __= AS-BUILT NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .90 1.000 3719.7 1.00 11, 159.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE -_- __= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9357.2 8939.8 11409.0 29, 706. 04 5794.4 11986 . 3 11159.0 28,939.75 ***************** * EPI = 97 .42 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97.4 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- i INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIRCONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0 .96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0 40 0 80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: L�USokC1i h �i-S, Signature: � Date: City/zip 3 2 Florida ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME : 100 SL 2 ADDRESS : 1601 LINKSIDE DR CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 23620.60 STRUCTURE SENSIBLE 11671.22 MECH.VENT- 200 Cfm 4180 .00 SENS. + MECH.VENT : 15851.22 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1181.03 DUCT GAIN 1885. 12 TOTAL LOSS/BTUH 24801.63 TOTAL SENSIBLE 20736.34 TOTAL LATENT 12557 . 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4960.33 20% SENS.OVRSZE FTR: 4147 .27 ACTUAL + 20% OVERSIZE: 29761.96 ISENS. + 20% OVERSIZE: 24883.61 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh ----------------------------------------- West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552 .00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 20.00 580. 00 320.00 North Double Clr Drapes/Blinds 1 18. 00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 Infiltration : Winter Htm ( 28.5 ) x 170.00 4845.00 Infiltration : Summer Htm ( 6.92 ) x 170.00 1176.4 .00 --------- --------- --------- Window Frame : Metal SUBTOTALS: 170.00 9775.00 5732.40 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582 .00 2487 .50 Wood Stud - Adj . 11 197 .00 709.20 334 .90 --------- --------- --------- SUBTOTALS: 1192 .00 4291 .20 2822.40 DO O R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21. 00 371 .70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 28 .5 ) x 39.80 1134 .3 Infiltration :Summer Htm( 6.92 ) x 39.80 275.42 - SUBTOTALS: 39.80 1923.36 463.58 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940. 90 2388.80 Under Attic 30 165.00 214 .50 264 .00 SUBTOTALS: 1658.00 2155.40 2652.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 23620.60 18851.22 ------------------------------------------------------------------------------- A a DIWER TO urWT IVOISIO"Is 1D ME 6 GIRDER. WX15'—/111qT t••v ltll MIIS O / 8'j T•TIP OIDRD D•was aaeD +� yt F4 T12 NIIKp11 trtwp-r T24 v T 16-i Dal k T F- R' —6-10d 1 tl T16 U 1995t RT MIN an 1 KT tY}ti'F {J D/SAPS SIDE S MAK WAN � 10 BACK SIDE tt'L04 T "led D V O.C. WNGER D0MOADIIPU. US26 27514112BGR "' Building and Zoning T19 Til 81.lII W/ FRAMER M5PON50LITY T10 O t0 REFER t0 51MP5ON CAtN OGl FOR p R vG g ACH T9 1'�V m COMPLETEIN5f&LATIONCAUMLIW5. Grit of AIG pFFiCF— T Te $U1LplN TPP J o &L N&5 t0 M 51.PPLIED BY WER. 5Tr Ir RiJSI DTPI LVAM {DVV. J• N N U n fH5 LAYOUT 15 INTENDED FOR 1.15E H ti O e A5 A GUIDE tO&165 PLACEMENT Atm T, o LOCATION OF CONNECTORS. REFER TO ENGINEERED DRAWINGS FOR PROPER MJ55 PLACEMENT AND INFORMATION REGARDING INDMDI.IAL TR1 %5. to r TP TI T O N g(j v m U� 21'— L 1' I6' tr J z Q ROOF FRAMING PLAN ti W NOT TO SCALE SHEET 2 r_ 2 b' 5- 4 T 95 T HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP 02 N UPLIFT (LB): 950 940 WEBS 2x4 SP 03 BRG,LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC) --------------------------------------------------------------- - A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M—Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx xxx HANGER xN* H5 -455#(Jacks Only) HUS26 - + 2751# -12860(fOd iply) MTS12 - -1000# HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each) HHUS48 - + 42990 -1660#(10d 2ply) MTT26B - -37860(2 Each) (10d)! HHUS48 - + 51800 6640# -2199#(16d 2ply) MTT28B - -4455# 2 Each) (16d)ll HGUS48 MST60 - -4688# Per 2ply) HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16(1 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 21 ' _1 �- 7 7 7 -� T 5X5 4 5 P o s 1 .5X3 ZN 1.5X3 ., m 4X5(A2) 4X5(A2) 3X7 4 XB �- 21 ' - -1 21 ' _I_ 2 �---7 7 7 -----� R-21050 W=3"8 578# 5780 R=2105# W=3"8 PLG s 11 SED: 83940 T. TYP.-A UPIN DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRU55E5 TEGUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF (� X IMPORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARN I NG IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI, SEE THIS DESIGN TC DL 7 .0 PSF GATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` v� E '��� ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM OUIREMENTS. MESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 SR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL Of LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOnO W BC LL �t0 .0 PSF L L�S CONNECTORS PER DRAWINGS 130, 150 C I90A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LO. 4 7 •0 PSF D/A LEN. 21-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER (0 q10 P: SEAL ON THIS MAKING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'� DUR.FAC. 1 .33 1N(WILY• AND SHALL NOT SE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS EREctIaR CONTRACTOR. INEEk',.`� .--rot - TATRA A ATF TN9TITIITF Nna . taol MATTMNAN m4tir.M nmrRFRr&v—arm m r ..o r.. SPACING SEE ABOVE TYPF HIPS Jo - 4 T T HIP 9 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 570 570 WEBS 2x4 SP A3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT, ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift ------------------------- ------------------------- KKK UPLIFT MNN ( NMM HANGER NNN H5 - -455#(Jacks Only) HUS26 - + 27510 -1286#(100 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT268 - -37860(2 Each) (10d)I HHUS48 - + 51800 -2000006d 2ply) MTT288 - -44550(2 Each) (16d)) HGUS48 - + 66400 -219901 fOd 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -2650# 16d 2ply) CS150 - -1650#(Each) i HGUS5.5- +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' -�- 3' _9' 4xs 4x (R) T m = 1 .5X3 1.5X3 6 r,, Q 1 3X4 (A X4 (A 1) e' X 3X7 21 I R=114011 W=3"8 R=1140# W=3"8 TAG T� SED: 68526 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES HEOUIRE EXTREME CAPE 01/18/94 TC LL 30 .0 PSF REF (� I MPGR T AN T X�(SMALL NOT BE RESPOWEILE FOR ANYWARNING IN HANDLING, ERECTION AND7 .0 [FAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN X1'1111 1 �� TC OL / .0 PSF DATE 0 1/1 8/95 TO BUILD THE TRUSS IN CONFORMANCE WITH OS/BBBY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING 1. ` �LPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING AStM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .O PSF ORWG 446 GR B EXCEPT ASNOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 RUSS ANOUNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING• BOTTOM CHORD 13W BC LL 47 .0 0 •0 PSF RAG ONNECTORS PEP DRAWINGS 0. 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF T O T.LD. 4 7 •0 PSF O/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS O TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS WANING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' 0Rt_O�Yt'`Q'' DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE PELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE ��� SPACING 2 4.O" T VPF HIPS %--TPI - TRUSS PLATF TNSTTTUTF. NDS • 1991 NATTONAI OFSTRWN qP rvr Tr ATR r"e M.v"+r•M.e T".r _ ��I I.....1 J b /2 N TLITE ATTIC THISDN . PR PAR FROM COMPUTER INPUT LOAD DIMENSIONS SU MITTED BY TRUSS MFR, TOP CHORD 2x4 SP PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x5 SP /2 UPLIFT ) 470 460 WEBS 2x4 SP /3 BRG.LOC LFTI: T): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED - 100.00 MPH. USAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MUST BE PROPERLY ATTACHED TO THE BOT70M CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 10-Gravity H-Uplift MEM UPLIFT MMM MME HANGER LIMN H5 - -4551(Jacka Only) HUS26 - N 27511 -12861 fOd 1ply MTS12 - -10001 HUS26 - 4 33151 -15501 16d 1ply NTS12 - -20001 2 Each HHUS48 - 42991 -16601 1Od 2ply MTT208 - -37861 2 Each (10d HHUS48 - • 51801 -20001 16d 2ply MT728B - -4455112 Each (16d) HGUS48 - N 66401 -21991 10d 2ply MST60 • -46881 Per 2ply) HGUS48 - 4 80001 -26501 i6d 2ply CS150 - -16501 Each) HGUS5.5- +113351 -39451 160 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6" 10'6" =� 4X5(R) 1.5X3 1.5X3 6p to 3X5(A1) X5(A0 21 ' _( 1-2- 21 ' --(_ 2' R-17700 W=3"8 R=17700 W=3"8 PLT.aTYP.-ALPIN DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALEi-0.2500 ALPINE ENGINEERED PAODUCIS. INC. (PUSSES AEGU1RE EXTREME CARE OB/03/95 TC LL 30.0 PSF REF *IMPORTANTXX,HALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND t OEYIAIION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING SEE H11-91 MY tPi SEE THIS DESIGN p'''ug' Fr%, TC OL 7 .0 PSF DATE 08/03/95 /L FAILURE TO SUILO fM TRU S IN CONFORMANCE WITH DSree MY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING FW - , v\1\\`\ ALPINE CONNECTORS ARE MAOF Or 2WA DALV STEEL MEETING ASTM QUIREMENTS UNLESS O1rEAWISE INDICATED. IDP BC DL 10 •0 PSF ORWG 4441 M S EXCEPI AS MOVED APK Y CONNECTORS TO EACH FACE OF CHORD SMALL SE LATERALLY BRACED MIT"PROPER - TTUSS ANO UNI ESS OIHERNISE LOCATEO ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 00110"CHORO IT BC LL 30 .0 PSF �-JS CO"NECTORS PER DRANI"GS 130. 150 t /SOA-F, DESIGN STANDARDS WITH PROPERTY ATTACHED AVOID CEILING -� SEE STATE OF T01 L.Q.. 77 •0 P$F DSA LEN. 21'0-0 CONFORM N/APPL.ICABLE PNDYISIONS OF NOS t TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 RIO ~ - SEAL ON $HIS ORANING APPLIES 10 THE COMPONENT DEPICTED HERE OITYMAII APPLICATION FURNISH A COPY OF THIS Q DUR.FAC. 1 .33 IN ONLY. AND SHMLL NOT BE RELIED UPON IN ANY OT4R WAY, DESIGN 10 114E 1AUSS ERECTION CONTHACTdi. I NE .._r-r mea -.r. rearnurs wTa . reeH ".nnH.H rcur."encrrcrrnrwAro -w r a..r.. ' rrl `' SPACING 24.0" TYPE COMN Job' 5- T - T4 '0 LITE ATTIC THS W PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x5 SP 12 UPLIFT (LBj: 470 330 WEBS 2x4 SP /3 BRG.LOC (FTI: 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED • 100.00 MPH. MEAN HEIGHT 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS W-Gravity (-1•Uplifl NNN UPLIFT MNN Nxx HANGER NM% H5 -4558(Jacks Only) HUS26 + 27511 -12861 100 1ply NTS12 -10001 HUS26 + 33151 -15501 16d 1p1y NTS12 -20001(2 Each) HHUS48 + 42991 -16601(fOd 2ply MTT288 - -37861 2 Each (f0d) HHUS48 + 51801 -20001 16d 2ply MTT288 -44551 2 Esch 1160) HGUS48 + 66401 -21991 10d 2ply NST60 -46881 Per 2ply) HGUS48 + 80001 -26501 f6d 2ply CS150 - -16501 ach) HGUS5.5- +113351 -39451 f6d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1016" 10'6" 4X5(R) m 1.5X3 .5X3 6v 3X5(A1) X5(A1) 8' M 3X5 X 21 ' J �- 2 H 21 -� R=1780# W-3"8 R=1607# W=3"8 gg >. T4 E 0: 16304 PLN. TYP -A P N DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.2m JE -0.2500 ALPINE ET4D INEETEO PNOIX/CTS. INC. INUSSES REOUIRE EXTREME CARE 08/03/95 TC LL 30.0 PSF REF t 1(IMPORTANTHM FALLNOTBEPESPOMSIBLE DR AN. ARNING IN HANDLING. ERECTION ANDDEVIATION FRBH THIS DESIGN OP THESE SPECIFICATIONS. OR ANY BRACING SEE H19-91 BY TPISEE THIS DESIGN ttt'us EH4�� TC OL 7 .0 PSF OATE 08/03/95 FAILURE TO BUILD THE t"S IN CONFORMANCE NIT"OStBe BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING ME ,ALPINE MN14CIORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM DUIREMENTS UNLESS OTHERWISE INDICATED. IOP 13C OL 10 .0 PSF DRWG A44S OR B EXCEPT AS NOTED APPLY CONNECIOPS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED"it"PROPER _ g606 - tPUSS AND UNLESS OIHERMISE LOCAIfO ON THIS DESIDN. POSITION LY AIIACHEO PLYWOOD"AIMING, BOTTOM CHORD N 8C L L 30.0 PSF L`�S CONNECTORS PER DRAWINGS 130. TSD G ISOA-F. DESIGN STAMOARDS "11"PROPETLT ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 77 .0 PSF 0/A LEN. 21-0-0 CONFORM W/APPLIC►BLE PROVISIONS OF NDS G IPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER l 0 R10� '.` SEAL ON THIS DRAWING APPLIES 10 RHE COMPONENT OEPICIEO HERE DRYWALL APPLICATION FURNISH A COPY OF THIS Q ` DUR.FAC. 1 .33 IN ONLY. ANG SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. •���N INEtH'�t.�`, SPACING 24.D" CONN -•'PI • TR16S M AIf tHSTTTDTE. HIM • 1991 NAITONAt DESIGN SPFCIFICATION FOR WOOD CONSTRUCTION _.__._",'I.T�H` -_ TYPE.. J — 4 j T5 20-8-8HIP 0'4 SR THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 550 450 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (+).Gravity (-)-Uplift --------------------------------------------------------------- WWW UPLIFT xxx I WWW HANGER *WW H5 - -455#(Jacks Only) HUS26 - + 2751f -12860(104 1ply) I MTS12 - -1000# HUS26 - + 33150 -15500(16d 1piy) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT28B - -3786#(2 Each) (104)1 HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (1601 HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650f(Each) I HGUS5.5- +113350 -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS m r- 10'4" _ -T 8,8" !--- 4X 1.5X3X5 X2 P 1 .5X3 T to t° 6 p v 3X4 (A I) � B' 3X4 3X8 3X4 3X3 20'8"8 -I R=1150# W=3"8 R=949# W=3" TAG T5 SED: 83945 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �%I11T "'NNSTC DL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD 1/E TRUSS IN CONFORMANCE WITH OST88 BY TPi. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE - `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL 14EEIING ASTM OUIRENENIS. UNLESS OTHERWISE INDICATED. TOP 8C DL 10 •0 PSF DRWG AAAS OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - S6O5 - 8C L L 0 0 PSF L JS TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF T O T.LD. 47 .0 PSF O/A LEN. 20-8-8 CONFORM M/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER OR10* ?� SEAL ON THIS CRAVING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q ` OUR.FAC. 1 .33 ONLY.LY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INEE�'��` , Cn AC T ANr '1A n" c n c r 4 T 7 20-11.-8 HIP '4 SR THIS OWG. PREPARED FROM COMPUTER INPUT_(LOADS 6 MENSI NS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 550 460 WEBS 2x4 SP :3 BRG.LOC (FT): 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity H-Uplift --------------------------------------------------------------- *x* UPLIFT xxx I x*x HANGER *** H5 - -455:(Jacks Only) I HUS26 - + 2751: -1286/((10d 1ply) MTS12 - -10001 ( HUS26 - + 3315: -1550:(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42991 -16601(IOd 2ply) MTT28B - -3786:(2 Each) (100)) HHUS48 - + 5180: -2000:(16d 2ply) MTT288 - -4455#(2 Each) (16d) HGUS48 - + 6640: -2199:(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000: -2650:((160 2ply) CS150 - -1650#(Each) HGUS5.5- +11335: -3945:(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 12-4" --{--4 '8" —-�--3'8'13 --I 5X6 5X5 X2 m 1.5X3 T 6 F,-,- In 1n c 3X4 (A 0 3X3 20 '8"8 R-11500 W=3"8 R=949# W=3" TA? T6 SEG: 83950 PL TYP.-ALPINE DESIGN CRIT-TPI OTY i TOTAL - 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRDOUCTS, INC. TRUSSES REGUIREEXTREME CARE 01/18/94 TC LL 30 .0 PSF REF *I MPOR T AN T x*SMALL NOT BE RESPONSIBLE FUR ANYWARNING IN HANDLING, ERECTION AND -- DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN L1,j111j �' T C DL 0 PSF DATE 01/18/95 , n FAILURE TO BUILD tK TRUSS 1N CONFORMANCE WITH OSIBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` --' ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 •0 PSF ORWG A446 BR S EXCEPT AS MOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD ITBC LL 0 .0 PSF L JS CONNECTORS PER OR WINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE DF T 0 T.LD. 4 7.0 PSF 0�A LEN. 20-8-8 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS JOUR.FAC. 1 .33 1M ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPI . TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPFCTFTCATH)N FnR Wr"W1-im rte"u '�MT...��1T1 SPACING 2 4.0" T YPE SPEC 4 T T7 20-11-8 HIP 14'4 SR THIS DWG. PR PARE FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP E2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 550 450 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RECOMMENDED CAMBER 1/4- AT MIDSPAN BETWEEN BEARINGS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING (+)-Gravity (-)-Uplift ONLY. DO NOT USE WITH PLASTER CEILING. --------------------------------------------------------------- MMM UPLIFT MMX I MMM HANGER NNN (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH H5 - -455/(Jacks Only) I HUS26 - + 27510 -1286/(fOd 1Ply) Bd NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 - -10000 1 HUS26 - + 3315E -1550#06d IPly) ERECTION CONTRACTOR. MTS12 - -2000/(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -3786/(2 Each) (10d)I HHUS48 - + 51801 -20000(16d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTT288 - -44551(2 Each) (164)1 HGUS48 - + 6640► -2199/(10d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MST60 - -4688#(Per 2ply) I HGUS48 - + 80001 -2650!0 6d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) ---------- --------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �• 14'4" —)m1---5' 11"8 --� 3X5(R) X2 m 1.5X3 s � co v 3X4 (At) X 3X 20' 11"8 .I 1-2' 20' 11"8 _I R=1162# W=3"8 R=961# W=3" TAG = T7 SED: 83963 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL = i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF _ X)(I MPOR T A N T H N SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �TT'�IS"ELT PiTC DL 7 .0 PSF DATE 01/18/95 FAILUE 10 MLO THE TRUSS IN CONFORMANCE WITH OS166 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v ALPINE CONNECTORS ARE MADE OF MCA GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG 0 A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 6RACE0 WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCAtEO ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0 •0 PSF LJS CONNECTORS PER DRAWINGS 130. 130 t ISCA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT.L D. 47 .0 PSF OSA LEN. 20-11-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1/91) FOR PROPER 0 qto' 7 SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of tHis Q DUR,FAC, 1 .33 IN ONLY. AND SHALL NOT 6E RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA`' SPEC m--TPI• TRUSS PLATE INSTITUTE. NOS- 1921 NATIONAL DESIGN RPFr.TFIrATT—FIWP MT111TP�nYeta rTT•w T•Pr.....TT�P` SPACING 24.0" TVPP SPEC 4 T T 7' TRAY N P 1 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N T1 2x4 SP :1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 730 730 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Sd NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MMM UPLIFT xxx Ixxx HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 455#(Jacks Only) i HUS26 - + 27511 -1266/(100 1ply) - MTS12 • -1000# 1 HUS26 - + 3315# -1550#(16d III ly) MTS12 - -2000112 Each) I HHUS48 - + 42990 -16600110d 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 - + 5180( -2000#(16d 2p)y) MTT280 -44550(2 Each) (16d)I HGUS48 - + 66401 -2199#00d 2ply) MST604688:(Per 2ply) HGUS48 = + 80001 -2650#06d 2ply) CS150 1650I(Each) i HGUS5.5- +11335: -39451060 3plyl --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X6 1.5X35X6 T � 1 .5X3 3X4 OD 6 f7 3X6 (A 1) 3X6(A i) =3 X X X X3 �B 5X8 �- 37' 37' N-I R=18920 W=3"8 R=1892# W=3"8 TA� T8 SED: 17205 PL TYP.—ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REOUIPE EXTREME CARE 09/11/95 TC LL 30 .0 PSF REF (((���\[• *IMPORTANT**SMALL NOT BE PESPO-518LE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HIS-91 6Y TPI SEE THIS DESIGN 91NEORS.,"' j1tTC DL 7 .O PSF DATE 09/11/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSIBB BY 1P1 FOR ADDITIONAL SPECIAL PERMANENT BRACING RE /�ALPINE CONNECTORS ARE MADE OF 206A GALV STEEL MEETING ASTM OUIPEMENtS UNIESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG AAA6 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL OE LATERALLY BRACED WITH PROPER - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL w0 •0 PSF L JS CONNECTORS PEP DRAWINGS 130. 150 C T60A-F. DESIGN STANDARDS WITH PACKAILY ATTACHED RIGID CEILING -- SEE = TOT .LO. `+7 .O PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPIAN ENGINEER S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERP' 1 .33 SEAL ON THIS DRAWING APPLIES TO THE COMPONENI pEP1C1E0 HERE DRYWALL APPLICATION FURNISH A COPY OF TH1$ � OUR.FAC.[N oMLr, ANO sNULt 1q1 BE RELIED WON Ix AMV OTMER WAr. DESIGN TO THE iNU54 ERECTION COMtPACTOR. SpACING 24.O" TYp SPEC T T t M NAI A F t ON F T T N TNT 11111 ot): (5-o1431 LOT 95 T9 37'2TRAY H I P 14'8 THIS DWG. PREPAREa FROM COMPUTER INPW LOADS 6 OIMENSIONSI SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N : T4 2x4 SP I1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 730 720 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED • 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Btl NAILS & 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)•Gravity F)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ;;;,UPLIFT-*;m I xxx HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - H5 = -455#(JackS Only) I MUS26 +-27511 -12860;10d 1ply) MTS12 - -1000# 1 HUS26 + 3315/ -1550#(16d 1ply) MTS12 • -20000(2 Each) I HHUS48 - + 4299# -16600(1Od 2p1y) MTT28B • -37860(2 Each) (10d)l HHUS48 - + 51800 -20001(I6d 2ply MTT288 - -4455012 Each) (16d)I HGUS48 - + 66400 -2149#(10d 2p1y MST60 - -4688#(Per 201y) 1 HGUS48 + 80000 -2650i(16tl 2ply CS150 - -1650#(Each) 1 HGUS5.5- +113351 -39451060 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS - 16'8'T _l _ 5' X6 -} 14 .8H 5X6 N.::(3 3X4 m 3X55 °D A) T4 CD 1 .5X3 6 � 3X6 to 1) --r- 3X6 ^��. =3X6(Ai) -N X X8 2X3 - - 37' -� �N 37' R=1892# W-3"8 R=1892# W=3"8 TA?. To. SEG: 17207 PLT. TVP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEEREO PRODUCTS, INC TRUSSES REOUIRE EXTREME CARE 09/11/95 TC LL 30 .0 PSF REF *IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND {� ' \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE H18-9i BY IPI SEE THIS DESIGN `tUS f - TC DL 7 .0 PSF DATE 09/11/95 FAILURETO BUILD THF iR1155 IN CONFORMANCE WITH OSiOB BY fP] FOR ADD]IIONAt SPECIAL PERMANENT BRACING RE ` F� ALPINE CDNNECTOPS APE MADE OF POGA GALV. STEELMEETINGASTM OUIPEMENTS UNL FSS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG A446 GP 0 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BT LATERALLY BnACFO WITH PROPER - 5506 _ 0 .0 pSF L JS TRUSS AND UNLESS OTHERWISE LOCAIFO ON THIS DESIGN, POSITION LY ATIACHFO PLYWOOD SHFAYMING. BOTTOM CMORD W BC LL CONNECTORS PEP DRAWINGS 130. 190 G 150A-F. DESIGN STANGAPDS WITH PROPERLY AttACHEO RIGID CEILING --SEE STAT f OF ro T.Lo. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF AOS 0 EPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOP PROPER L 0 R10 P P SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF t1115 a JOUR..Fac. 1 .33 IN ONLY. AM STALL NOT BE RELIED LO" IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE", ,Y`` SpgCING G4.DHSPEL.. N--TP • T ATINSTITUTE. NATIONAL CN F AEON FOR WOOD CONSIRLICTION �N T T itILTTL` [TYPE 4 T T10 37*0TRAY HIP 16*8 THIS OWG. PREPARED FROM COMPUTER INPUT DADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICATEO. 00T CHORD 2x4 SP 02 N UPLIFT ILO : 730 720 WEBS 2x4 SP 03 BRG.LOC IFT�: 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACTOR. (+l-Gravity (-)-Uplift ------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MMM UPLIFT xMx I xxx HANGER xxx MUST BE PROPERLY ATTACHED TO-THE BOTTOM CHORD. H5 - - -455#(Jacks Only) I HUS26 - + 2751/ -1286000d 1ply) - MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1pIY) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660f(IOd 2ply) MTT288 - -37860((2 Each (lod)I MMS48 - + 51800 -200000 6d 2ply) MTT286 - -44550 2 EaCh) (16d)� HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 + 8000# -2650f(16d 2ply) CS150 - -1650#(Each) i HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 18 84-T- 16'8" -I 5X5 X5 3X4 3X4 3X5 CD 3X5 1 .5X3 1 .5X3 (A) 6 X6 (A1) 3X6(A 1) 3X4 3 X 9 1.5X3 �- 37' �-N-�- 20 4 'm 16'0 8 �N-1 ` 37 I R=189210 W=3"8 R=1892# W=3"8 TA? = T10 SEB: 17212 PL TYP.—ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAPE 09/11/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOP ANY ARNING IN HANDLING. ERECTION AND (�' \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HI8-91 By IPI SEE THIS DESIGN 'L1�%1S II EI'Ii TC DL 7 .0 PSF DATE 09/11/95 FAILURE 10 BUILD THE MUSS IN CONFORMANCE WITH OSISS BY TPI FOP ADDITIONAL SPECIAL PERMANENT BRACING RE V ©\\\\\VN ALPINE CONNECTORS Art MADE Or FOGA CAI STEEL MET IINC AStM OUtREMENTS UK FSS 07HFAWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG A446 GR 6 EXCEPT AS NOTED AWAY CONNICIORS TO EACH FACE Of CtiOnO SHAtt Fit I.AIIRAI.tY RnACFO WI1H PIIDPLn . 5606 0 .0 PSF LJS TRUSS AND UNLESS OTHERWISE IOCNEO ON THIS DESIGN, POSITION Lr AITAb40 PI rW(x10 SHEATHING, BOTTOM CHORp x - BC LL CONNECTORS PER DRAWINGS 130. 150 C 160A-F DESIGN STANDARDS WITH PnOPETM.Y ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 4 7 .O PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS t IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 RIO P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY DF THIS Q `� JOUR.FAC. 1 .33 IN ONLY, AND SHALL NOT 6E RELIED UPON IN ANY OTHER WAY, DESIGN TO THE IPUSS ERECIfON CMITRAC'. INEER`' -TPI • T AT INSTITUTE. NAT A F AI F M T T VIII 1 111'11` SPACING ;)4,0" TYPE SPEC _ D - 4 T 9 Tit 7'0 TRAY COMMON THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 730 720 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EDUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. xxx UPLIFT xxx I *** HANGER NNN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - H5 - -4550(Jack5 Only) I HUS26 - + 2751/ -1286#(100 Tply) MTS12 - -1000# 1 HUS26 - + 3315# -f550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(106 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51801 -2000006d 2ply) MTT288 - -4455#(2 Each) (1601 HGUS48 - + 6640# -2199#(106 2pIy) MST60 - -4688#(Per 2ply) HGUS48 + 1338000# -265011166 2ply) CS150 - -1650 (Each) I HGUS5.5- +151 -3945# 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17-6" - 5X5 3X4 3X4 m X5 3X5 0 3X4 A) ) 1 .5X3 6 p X6 (A 1) 3X6(A1) 011 X -T---�9 =3 X 3 3X5 3X16 1 .5X31 .5X3 37' f 5X3 19'7" 12 1 11 16'0 6 --�-N-1 �-• 37' R=1892# W=3"8 R=1892# W=3"8 TAG T11 SED: 17215 PLT TYP,-A PINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC TRUSSES REWIRE EXTREME CARE 09/11/95 TC LL 30 .0 PSF REF t XIMPORTANT*M SHALL NOT RE RESPONSIBLE FDP ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING SEE HIB-9f BY 1P1 SEE THIS DESIGN �tVS � .�� TC DL 7 .O PSF DATE 09/11/95 FAILURE TO BUILD THE TRUSS iN CONFORMANCE WITH OSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE vALPINE CONNECIORS ARE MADE OF FOGA GALY STEEL MEETING ASTM WIREMENTS UM.ESS OTHERWISE INDICATED. IOP - - BC DL 10 .0 PSF DRWG A446 OR 6 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE UI CHORD SIULL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CORD x BC LL 0 .0 PSF LJS CONNECTORS PFP DRAWINGS 130, 150 C 16OA F DESIGN STANDARDS WITH PROPER Y ATTACHED RIGID CEILING -- SEE - STATE Of T 0 T.L 0. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM"/APPLICABLE PROVISIONS Of TOS C IPI. AN ENGINEER'S AIPINF TECHNICAt UPOAtF 17/1/911 FOR PROPFR A E SEAL ON I1115 DRAWING APPLIES IO THE COMPONENT DEPICTED HERE ORYMALI APPLICAI ION FI11MI$N A COPY OF THIS F• Q OUR..FAC. 1 .33 IN ONLY, AND SHALL TOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 10 THE IMS$ERECTION CONTRACTOR. INEt^', SPACING 24,0" ITYPESPEC x--TP - T AIINSTITUTE. NATIONAL DESIGN SPECIFICATION FOP CONSTRUCT N ''H�1 HIHLTf ` Job: 15-0142)- T 11 '4" COMM GIRDER V T 6 " S THIS OW6. PREPARED FROM COMPUTER INPUT (LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD ZX4 SP #2 N BR-I EBS 2x4 SP #3 RGLOC (F8) [ 0500 13504 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 01 HIP DESIGNED TO SUPPORT 06-08-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)Uplift ------------------- ---------------------------------- NO* UPLIFT ll** ( KKK HANGER MNK H5 - -455#(Jacks Only) HUS26 - + 2751E -12860100d 1ply) MTS12 - -1000# ! HUS26 - + 3315E -1550#(16d 1ply) MTS12 -2000#(2 Each) I HHUS48 - + 4299# -1660000d 2ply) MTT288 - -3786#(2 Each)) (10d)1 HHUS48 - + 51800 -2000#06d 2ply) MTT288 - -4455#(2 Each) (1601 HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS LL 13'4" f` - -6.e" `T" 6-13 4X4 (R) r+T 3X6 X6 aD 6p m 2X9(A 1) 4X75X6 X9 (A1) 1• 4'3 � 5X7 �9 �-- 2' —-�----3'3"8 `6'9" + 3,3"8 ---- —2 ----� 13'4" 6'8" R=1295# W=3"8 1032# A-1296# W=3"8 PLg T112 SED: 83913 T.TYP.-ALPINE DESIGN CRIT=TPI QTY - 1 TOTAL - i REV, 17.2m SCALE 0.3750 ALPINE ENGINEERED PROOMTS, INC. TRUSSES REQUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF t XIMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE H[8-91 BY TPI. SEE THIS DESIGN �1'"""'1j� TC OL 7 •0 PSF DATE 01/1B/95 FAILURE TO BUILD TINE TRUSS IN CONFORMANCE MITN OST8S BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACINGRE `ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED• TOP - BC OL 10 •0 PSF DRWG MAB GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ t"S ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130, 180 L /BOAT, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE of _ TOT.LD. 47 .O PSF D/A LEN. 13-4-0 CONFORM N/APPLICABLE PROVISIONS OF q03 C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FDR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DAIS' Q?` OUR.FAC. 1 .33 IN OILY, AFD SHALL NOT BE RELIED UPON IN ANY OTHER MAY• DESIGN TO THE TRUSS ERECTION CONTRACTOR. /� SPEC (� •--TP[ TRUSS PLATE INSTITUTE. MOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION i' ".4 MI % SPACING SEE ABOVE TYPE J P E C Job: (5-0143) LOT 95 / T13 37'0 TRAY HIP 7 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N :T3 2x4 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N :84 2x4 SP #1 Dense: UPLIFT (LB): 340 750 750 85 2x4 SP #1 N: BRG.LOC (FT): 0.00 13.04 36.71 WEBS 2x4 SP #3 :W5 2x4 SP 02 N: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SOC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BEARING BLOCKS: NAIL TYPE: 0.131x3.0-gnails --------------------------------------------------------------- BAG X-LOC #BLOCKS LENGTH/SLK #NAILS/BLK TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS 1 13.042' 1 12" B -------------------(±) Gravity (-)=Uplift NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. --------------------------------- BEARING BLOCK TO BE SAME SPECIES. SIZE 6 GRADE AS CHORD. xxx UPLIFT xxx 1 xxx HANGER xxx H5 -455#(Jacks Only) I HUS26 - + 27510 -1286#(104 Sply) (A) 2X6 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH MTS12 - -10000 1 HUS26 - + 3315# -1550#(160 Sply) 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 = -20001(2 Each) 1 HHUS48 - + 4299# -1660#(10d 2ply) ERECTION CONTRACTOR. MTT288 - -37860(2 Each) (1001 HHUS48 - + 51801 -20000(16d 2ply) MTT288 -44550(2 Each) (1601 HGUS48 - + 6640# -2199#(104 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MST604688/(Per 2ply) 1 HGUS48 - + 80001 -2650/(16d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CS150 1650#(Each) I HGUS5.5- +113351 -3945/(166 3ply) --------------------------------------------------------------- SPECIAL LOADS REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 13.29 TC - From 161 PLF at 13.29 to 161 PLF at 30.00 TC - From 74 PLF at 30.00 to 74 PLF at 39.13 BC - From 20 PLF at O.QO to 20 PLF at 13.29 8C - From 45 PLF at 13.29 to 45 PLF at 30.00 BC - From 20 PLF at 30.00 to 20 PLF at 37.00 BC - 579 LB Concentrated Load at 30.00 37' i �--9 21X 6 7 --I 5X5 3X4 5X6 3X4 T3 5X5 6 p 3X4 1 .5X3 4 so'3 3X8 (BS) 33X5 (Al) 5X8 X HS 51 X i' �e ,::PX5 3X5 B5 �-- 13'08 5x6 23' 118 - -{ L J m 6'9" m 23'81(8 m f- 37 ' -� R=628# W=3"8 R=3308# W=3" R=2297# W=3"8 TAG = T13 SED: 18066 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 _ REV. 17.2m SCALE =0. 1018 AI PiwE ENG1NrEREO PnOnlic15. INC. IMAMS 110011111f EXTREME CARE 01/18/95 TC LL 30 •0 PSF REF XIMPORTANT XX S+IA(I NOI III. nESPONSIOLF FOR ANY ARNING IN uANOI ING, IMC.1TON AND " ", n 1\ DEVIATION FROM IHTS DESIGN On nKSE SOFCIFICATIONS. OR ANY BRACING S[! 141f] 91 BY 111i. SCF THIS DESIGN `��'(us TC DL 7 0 PSF DATE -01/18/95 \\Uvwvl�V\ FAII.U1F 10 BUILD 11(� fRVSS IN COWORMANCE WITH OSIBB nY 1P1. Fon AODIIIONAI Slgf:IAl. PFIINANENT BRACING fir ` \' f ' AIPINT (004NICIn'r A)Ii MA11f (N :'0(;A CAI V. STEEL WA f 1NG ASIM M11111 Mi N!!; VAN 1!3t; WIN IIM;!;i IWICAIffI, IW - - BC OL 10 0 PSF DRWG - A446 GII IF I XCI O) AS N11•'O A-x Y CtINNt: ORS TO EAC-1 f ACI OI C191:1'1 !1-1 1 111 A !uAi I r WW:1 0 WI II•PuDPI D `)GOfi ppF• IhISS ANI'.UI,`I NI i!:F 'A RM;':1 ip(:A' 1'C\ I1'I1 DESIGN. I.OS11101 1Y A'1 A(IIi 1; �, •w,1.11 GI,A7-11Vr. 11(1110" FigyP, W U\. LL 0 0 PSF LJS CDNAA CIV I N wti i 11 I 1ICA I DESIGN!:IANI:A1111p w 1441 Al--'I it . '.I 11 INC SII F IA II :;1 T01 L0. 47 0 PSF- U//A LEN. 37-0-0 :'it.P AI A A )V \. V, h IPI AN 1 t 1111 !Il'v A I'll, I FI ,:/1f 11 /111 !` I1P1 + - --- - ---__- SJ(\'r�f7 5A O\ of AlI)wCNI ON rpt nq aul t N n'1 t \ n FL n �1I D_)� VF / \PN.♦ A\:I..'.., v" 1. ,' I♦ ♦ AAv Cllx I' NAY 11. 1: I Imo: r:A11.A�1( ..'I :� DUR.FAC. 1 - ----'-' ------ '• ,' �AnrTn (5-0143L-LOT 4 7'0 TRAY HIP 9 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 410 800 650 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH --------------------------------------------------------------- Bd NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR, (fl-Gravity (-)Uplift ------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. k1IM UPLIFT *x* I MI1M HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) I HUS26 - + 27510 -1286/(104 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1ply) CONTRACTORS WARNING: MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -37860(2 EaCh) (10d) HHUS48 - + 5180# -20000(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -4455#(2 Each) (164)1 HGUS48 - + 66400 -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' 5x6 3X5 3X4 x5 m 1 .5X3 A) 1.5X3 O 6 p X5(A1) l 3X5 _L =3 a3 5X12 �-- 13'4" -� 23'8" 4'3"8 1 _J 32'8"8 N`t 37' R=375# W=3"8 R=2349# W=3"8 R=1060# W=3"8 PL?.aTYP4-ALPINE DESIGN CRIT-TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE830.1667 ALPINE ENGINEEREO PRODUCTS, INC. TRUSSES REOUIRE EXTREME CAPE 01/18/94 TC LL 30 .0 PSF REF (� *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECIION AND n)_\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN `1�t�111i STT T C DL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 200A DAL V. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG U AAAB[R B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OT14RNISE LOCATED ON T111S DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606N BC LL 0.0 PSF L JS CONNECTORS PER DRAWINGS 170, 150[ 180A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OFT TOT LO. 47.0 PSF 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS[ TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' P'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �. EO Q'�� QUR.FAC. 1 .33 ONLY.LY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ­TPI - TRUSS PLATE INSTITUTE. NDS- 1221 NATIONAL DESIGN SPECIFTCATTON FnP Wn MMCTMWTTMJ ��1IPP..PRP1�` SPACING 24.0" T YPF SPEC b' — 4 T T15 37'0TRAY HIP it THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED BOT CHORD 2x4 SP /2 N :91 2x4 SP I1 N UPLIFT (LB): 740 730 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS 10=Gravity (-)-Uplift --------------------------------------------------------------- WWW UPLIFT xxx I xxx HANGER W*W H5 -4551(Jacks Only) I HUS26 + 27511 -12861(IDd 1ply) MTS12 -10000 1 HUS26 + 3315: -1550t(16d 1ply) MTS12 -20000(2 Each) I HHUS48 = + 42991 -16600(tod 201y) MTT288 -37860(2 Each) (10d)l HHUS48 + 5180: -2000:(16d 2ply) MTT288 -44550(2 Each) ((160H HGUS48 + 66401 -2199:(100 2ply) MST60 -46881(Per 2ply) i HGUS48 + 8000: -26501(160 2ply) CS150 -16500(Each) 1 HGUS5.5= +113351 -39451(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' -�- 13' -�• 11 ' -� T5X7 1.5X3X7 m 3X7 [;?i.5X3 � 6 1.5X3 tD 3X6 (A f) 1�3 X8(A i) i X4 X X 1 � F 5X14 4 3 8 �^'-�• i- 32'8"8 ^' �• 37' R=18921 W=3"8 R=18921 W=3"8 PLT = SED: 17218 • TYP5-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC ' REOUIPE EXTREME CARE 09/11/95 TC LL 30 .0 PSF REF (� *I MP OR T A N T X N SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND n I,\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HIB-9f BY Tvl. SEE THIS DESIGN d1 " TC OL 7 .0 PSF DATE 09/11/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH MISS BY IPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `1 /�ALPINE CONNECTORS ARE MADE OF TOGA GALV STEEL MEETING AStM OUIREMENTS LPAFSS OTHERWISE INDICATED, TOP ROPER - - BC OL 10 •0 PSF ORWGP 8 EXCEPT AS NOTED APPLY S TO EACH FACE Or tnMSGAND UNLESS OTHERMWISE LOCATFOOO FTHIS DESIGN, POSITION LYATTACHED PIYWOOn S14AtID SMALL BE LAttnALLY �NG. BOTTOMACED WITH PCHt0110 BC LL 0 •0 PSF US CONNFCTM PFR OnAWINGS u0 TSD X IGOA F. DESIGN SIANOARnS WIIH PRO11RIV AtIACIITO RIGID CFII ING - SIE = TOT.LD. 47 .O PSF 0/A LEN. 37-0-0 COM IMM N/APDL tCABLE PROVISIONS OT NOS C tPl. AN FNGINFFII'S AIPIW tE[IMICAL UPOAIf 11/1/911 TOR PROPERSEAL ON THIS DRAWING APPI IES IO tHE COMPONENT DEPICTED HERE DRYWALL APVLICAtION FURNISH A COPY OF THIS , DUR.FAC. 1 •33 IN ONLY• AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO INE trKSS ERECTION CONTRACTOR. SPACING 24.0" SPEC W--TP • i AT T i l NA1 A N F At F T i t,`Y TYPE s 4 T T16 37'0TRAY HIP 13 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #1 N :83 2x4 SP 12 N: UPLIFT (LB): 730 730 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT = 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)=Gravity (-1=Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. xxx UPLIFT Timm I NNN HANGER NNW MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - H5 = -455/(Jacks Only)-[ HUS26 - + 2751! -12861000 Iply) MTS12 -10001 1 HUS26 - + 3315# -15501060 1111 y) MTS12 - -20001(2 Each) I HHUS48 - + 42991 -16601(100 2ply) MTT288 = -37861(2 Each) (10d)I HHUS48 - + 5180# -20001(160 201y) MTT288 -44550(2 Each) (16d)I HGUS48 = + 66401 -2199/110d 2ply) MST60 -46881 Per 2ply) I HGUS48 = + 80001 -26501(16d 2p1y) CS150 - -16501 Each) I HGUS5.5= +113351 -39451116d 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 15 -} 9. 13 -•{ 5X5 3X4 5X5 T m 5X6 A) (A) X4 6 p (A) 1 .5X3 X6 (A 1) 3X8 (At) X X X 9' 3X7 3 y 83 —03 5X14 r 37' -I R=1892# W=3"8 R=1892# W=3"8 TAG T16 SED: 17220 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED wOlx,C1s. INc TRUSSES PEGUIPE EXTREME CARE 09/11/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NO1 BE RESPONSIBLE FOn ANY ARNING INHANDLING, ERECTION ANDDEVIATION FROM MIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIS-91 BY TPI SEE THIS DESIGN , �' TC OL 7 .0 PSF DATE 09/11/95 FAILURE 10 BUILD FHE TRUSS IN CONFORMANCE WITH OST88 BY tPI FOR ADDITIONAL SPECIAL PEPMANENt BRACINGRE ` - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREMENTS UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A446 GR 0 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHOFW7 SHALT Of LATERALLY BRACED WITH PROPER . 5606 �+ 0 .0 PSF LJS TRUSS AND UNLESS OTMEPWISE LOCATFO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL CONNECTORS PER OPAWINGS 130, 150 C 160A-F. DESIGN STANDARDS NITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LO. 4 7 .O PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS n O R1U 9 11 DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY DINER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. E ■--TO NSPACING 24.0" TYPE SPE( Job:- (5-0143) j T 17 37'0 TRAY HIP 15 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2__N : T2, T4 2x4 SP 01 Dense PROvIOE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 00T CHORD 2x4 SP #1 N :83 2x4 SP #2 N: UPLIFT (L0): 730 720 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBCI MIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH --------------------------------------------------------------- Bd NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING DR CONTINUOUS LATERAL BRACING AT 24' O.C. kkk UPLIFT kkk ) kMM HANGER kkk MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4551(Jacks Only) 1 HUS26 - + 27510 -12860(100 1ply) - MTS12 - -10001 1 MUS26 - + 33151 -15500(164 1ply) MTS12 - -2000#(2 Each I HHUS48 - + 4299# -16608(fOd 2ply) MTT288 - -3786#(2 Each (10d)l HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)l HGUS48 - + 6640# -21990(10d 2ply) MST60 -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2pIy) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(160 3oly) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' — ----5' }- 15' — 5X7 X6 rn jX 5X3 1 .5X3 0 T4 CD 6 3X6 (A) X6 (A i) 3X8 (At) 13X 12 X X X T�9 3 a 3 5x7 B3 ;U_1. 43M8 -T- 32'88 f� 37' R=1892# W=3"8 R=1892# W=3"8 PLTz SED: 17222 . TYP.- A PINE DESIGN CRIT=TPI OTY = 1 TOTAL i REV, 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIPE EXTREME CARE 09/11/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR AN' WARNING IN HANDLING, ERECTION AND '7 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING, SEE HIB-91 BY TPI SEE THIS DESIGN e%�IUS T C DL / 0 PSF DATE 09/i1/95 FAILURE TO BUILD T/E TRUSS 1N CONFORMANCE WITH GSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT SPACING RE ALPINE CONNECTORS APE MADE OF 20GA GALV STEEL MEETING AStM GUIPEMENtS UMFSS OTHERWISE INDICATED. TOP BC OL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCAIFO ON THIS DESIGN. POSITION Lr ATTACHED PIYWOGO SHFATHING, BOTTOM CHORDBC LL 0 •0 PSF LJS CONNECTORS PER DRAWINGS 130. 150 C 160A F DESIGN SIANOARITS WITH PROPEPIY 4ItACtIFO RIGID CEILING -- SEE - TOT.LD. 47 .0 PSF D/A LEN. 37-0-0 CONFORM W(APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 1 .33 SEAL ON TNI$(7RANiNG APPl1E5 TO TIE COMPONENT DEPICTED HERE a1YMAll APPLICITION FURNISH A COPY OF TH]5 � OUR.FAC.IM ONLY, AND SHALL NDT BE RELlEO UPIki IN AN►OTHER NAV. DESIGN TO TIE TPUSS ERECTION CONTRACTOR, � ■--TP - T ATINSTITUTENATIONAL GN SPECIFICATION F W CONSTRUCTION ��Itl ,It�� SPACING 2 4.0" T YPE SPEC 4 T Tt8 37'0TRAY HIP 17 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIM NSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 82 N :B1 2x4 SP #1 N: UPLIFT (LB): 730 720 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED • 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'I' BRACE. SAME GRADE AS WE8 MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. M-Gravity (-1-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. kNN UPLIFT xkk i --- HANGER NNk MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455/(Jacks Only) I HUS26 + 27511 -128611(lod 1ply) MTS12 • -10001 1 HUS26 - + 33150 -15500(166 1ply) MTS12 • -20000(2 Each) I HHUS48 + 42991 -166O#(1Od 2ply) MTT28B 37860(2 Each) (10d)I HHUS48 - + 5180# -20000()6d 2ply) MTT28B • -44551(2 Each) (16d)1 HGUS48 - + 66401 -21991(fOd 2ply) MST60 -4688#1Per 2oly) I HGUS48 • + 8000# -2650#(16d 2ply) CS150 -1650#(Each) i HGUS5.5• +1!3350 -3945#060 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' -� 5X5 X5 3X4 3X4 m 3X5 X5 5X6 A) (A) 1.5X3 rn 1 .5X3 6 L7 3X8 (A 1) 1. X4 X X4 3X6 (A 1) T_49, �3 --1 3X4 i fie. a3 5X14 4 3"8 �} 32,8„8 N� T 37' R=18920 W=3"8 R=1B92# W=3"B PLG SED: 17225 T. TYPB-ALP N DESIGN CRIT=TPI OTY 1 TOTAL 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC TRUSSES PEOUIRF EXTREME CARE 09/11/95 TC LL 30 .0 0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND - '-\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING SEE HIB-91 BY TPI SEE THIS DESIGN T C OL 7 .0 PSF DATE 09/1 1/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY IPI FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS APE MADE OF 20GA GALV STEEL MEETING ASTM GUIREMENTS UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG Y O AAAS CR 0 EXCEPT AS NOTED APPCONNECTORS TO EACH FACE OF CHORD SHALL BE U1FRAt lY BRACED NITN PROP - 5606 TRUSS AND tx+lE59 OTHERWISE LOCATED DM THIS DESIGN. POSITION LY ATTACHED CHEO rWODO SHEATHING. BOTTOM CHORD k BC LL 0 .0 PSF LJS CONNECTORS PER OPAWIMGS 130. 150 O IGOA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.LD. 4 7 .0 PSF 0/A LEN. 3 7-0-0 CONFORM W/APPLICABLE PROVISIONS O NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/511 FOR PROPER C 0 RiO E' . P, 1 .33 �Al DM THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS Q'`� IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa`'��� SPACING 24.0" SPEC ■--P • i AT T r NATIONAL SPECIFICATION F N T �'I II ITT `` TYPE __.. J (5-0143) T T 9 37'0 TRAY COMMON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N '81 2x4 SP 01 N: UPLIFT (LB): 730 720 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 36.72 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED (A) 7X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL SPACING TO --------------------------------------------------------------- BE EQUALLY SPACED, ATTACH WITH (2) 80 NAILS. BRACING TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A (+)-Gravity (-)-Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. NOTE: BRACE MAY B ---------xWx-UPLIFT----------xxx--------)----------------HANGER---------- E xxx y --------- xxx APPLIED TO EITHER SIDE OF THE WEB. - H5 = -455:(Jacks Onl ) I HUS26 + 2751# -1286#110d 1ply) MTS12 - -1000# ► HUS26 = + 33!51 -1550:(16d iplY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MT512 - -20001(2 Each) I HHUS48 - + 4299# -1660#06d IDN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -37861(2 Each) (fOd)I HHUS48 - + 5180# -2000#(160 2ply) MTT28B - -4455•(2 Each1 (16d11 HGUS48 + 66401 -2199:(10d 2ply) MSTSO - -4688#(Per 2ply) I HGUS48 + 8000: -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17 6 ---� 5X5 3X4 X4 m g r, 5X6 X5 (A) �A� 3X51 .5X3 0 `~ 1 .5X3 6 p 3X8 X X 4 X6 (A i) T�9, �3 y�B' -a3 5X14 4'3"8 J 32'8-,8 N �- 37' R=18920 W=3"8 R=1892# W=3"8 PLT. TYP.—A PINE DESIGN CRIT-TPI OTY 3 TOTAL 3 REV. 17.2m SCAALEI�0.1667 ALPINE ENGINEERED PRODUCTS. INC TRUSSES PEOUIRE EXTREME CARE 09/11/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANLING, ERECTION ANDOEvtAt10N FgOM rHis DESIGN OR #HESE sPECtFICAttONs. OR ANY BRACING sEE HIB-9t Br rpl sEE #His DESIGN 11f ., TC DL 7 .0 PSF DATE 09/11/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB Br rvi FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` � 'lALPINE CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM OUIREMENTS UNLESS OTHERWISE INDICATED. IOP BC DL 10 •0 PSF DRWG A446 OR 8 EXCEPT AS NOTED APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 170. 150 t: t6oA-F. DESIGN suxo►ROs WtrH vnp+ERlr AItA[r8.0 RIGID CEILING - SEE - STATE OF = TOT LD. 47 O PSF D/A LEN. 37-0-0 CONFORM W/APPLICASLE PROVISIONS OF NOS 0 TPI. AN ENGINEEP'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER '- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS Ep R10� Qp` OUR.FAC. 1 .33 IN ONLY. AND SHALL N01 BE REL NEO UPON 1N ANY OTHER MAY. DESIGN TO I11E TRUSS ERECTION CONTRACTOR. INC, SPEC N--TPI - 1 AiINSTITUTE. NATIONAL N F CAT FCONSTRUCTION ��rr r111� SPACING 24.0" TYPE SPEC Job 5-0 4 j T20 H PM 7 THIS OWG. PREPARED FR M COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #1 N UPLIFT (LB): 700 710 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 16.00 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED BUILDING (1991 SBC) ONLY. DO NOT USE WITH PLASTER CEILING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH -----------(+)_Gravity (-)Uplift 8d NAILS 0 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY -------- --------------------------------- ERECTION CONTRACTOR. BBB UPLIFT BBB Balt HANGER BBB H5 - -455#(Jacks Only) HUS26 - + 2751# -12860 Od iply) #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. MTS12 - -1000#• 1 HUS26 - + 3315# -15500 16d iply) JACKS HAVE NO WEBS. MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660! 10d 2ply) MTT28B - -37860(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTT288 - -4455!(2 Each (16d)l HGUS48 - + 6640# -2199#(10d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650!(16d 2ply CS150 - -1650#(Each) i HGUS5.5- +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 16'3 -1 fL' 7 9'3" 1 4X5 (R) 4X4 3 U T m 1.5X3 0 0 r1 6 P;- 11 M M 2X7 (A 1) 4"3 9 X 5X4 L� 16'3" _1 I--2' -f- 16'3 R=1575# W=3"B 578# R=1707# W=3" TAG = T20 SED: 84031 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL 1 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 01/18/94 T C LL 30 .0 PSF REF (� M I MPGR T AN T)(*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN B 'US' f''�i' TC OL 7.0 PSF DATE 0 1/1 8/9 5 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` _ ALPINE CONNECTORS ARE MADE OF 200A GALV..STEEL MEETING ASTM OUIREIENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC OL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL ,10 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF = T O T.LD. 4 7 •0 PSF O�A LEN. 1 6-3-0 CONFORM W/APPLICABLE PROVISIONS OF NDS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER �0 Al ' ?` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'� OUR.FAC. i .3 3 IN ONLY. AND SMALL NOT BE RELIED IRON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �,� -1 1PT . 1.11-1 P1.11 TNC1TnnF .Ww . 1.1 «.1Tn«.1 m-1:r.«�e«1e1�..1..... ...,.,..•...K....•...». '�1.�Et�``�� SPACTNG r,FF ABOVE TVPF HIPM Job: (B-0143) T 95 T21 16-3-8 H P M 9 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITT D BY TRUSS MFR. TOP CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 430 380 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)=Uplift --------------------------------------------------------------- RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. *** UPLIFT *** I NR* HANGER **N H5 - -455/(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -2000#12 Each I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786# 2 Each (1001 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS15O - -1650#(Each) i HGUS5.5- +113350 -3945#116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 91 ��. 7N3"8 _I 4X 1X3 m 1.5X3 (A) o m v 6p o In 2X4 (A 1) 4"3 9' 4 8 �- -2' 16 38 R=9380 W=3"8 R=732# W=3"8 TAYT.= T221 SEO: 64036 PLTY .-ALPINE DESIGN CRIT=TPI QTY - i TOTAL 1 REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIPE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF X IMPORTANT *SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION ANDrr �f -- n �,\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��l,T �r�� . T C DL / •0 PSF DATE 01/18/95 FAILURE 10 BUILD THE TRUSS 1N CONFORMANCE WITH OS1BB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAGE OF FOGA GALV. STEEL MEETING ASTM OUIREHENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10 .0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0.0 PSF 1 1[� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD *rJ6O6 BC LL L V J CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.LO. 47 .0 PSF O/A LEN. 16-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FDR PROPER ' p'� SEAL ON 1413 DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Lp D�� Q F DUR.FAC. 1 .33 ONLY. AND 6E IN OY, ASHALL NOT RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE� ```, -TPI - TRUSS PLATE INSTITUTE• IDS - 1291 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRICTION ��rrrHrlHN`` SP AC I NG 2 4.0�� T YPE H I P M 10 5- 4 T T 16-3-8 H IPM 11 THIS-DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSION SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 420 400 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NXN UPLIFT *** 1 **w HANGER **% H5 - -4550(Jacka Only) I HUS26 - + 27511 -12860(fOd 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550:0 6d 1ply) MTS12 - -20000(2 Each HHUS48 - + 42990 -1660000d 2ply) MTT28B - -37860(2 Each (fod)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 EaCh) (16d)l HGUS48 - + 66400 -2199000d 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 80000 -26500(!60 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------r -------------------------- -- 11 ' ecrcocARrc um urc H RU16co nrTATi c sET3)tff;-UP4 ;_r4WAlt R DETAILS 4 3X4 m = 1.5X3 0 r, m 6p o LO q"3+3 2X4 (A 1) 9• X 3 e' �---2' -{- 16'3"8 R=938# W=3"B R=7321 W=3"B PLT. TTAYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL 1 REV. 17.2m SCAALE68 013 750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CARE 01/18/94 T C LL 30 .0 PSF REF t M IMPORTANT**SHALL N01 BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 61NEERSq' R � TC DL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSt88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG A449 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESICK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 47.0 1 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 180 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - - TOT.LO. 47•0 PSF O/A LEN. 16-3-5 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/1/911 FOR PROPER 1 .33 SEAL ON iNt9 ORANiND APPLIES 10 THE COMPONENT DEPICTED HERE ORVNAII APPLICATFON, FURWISM A COPY OP THIS[N ONLY. AND SMALL NOT BE RELIEO UPON IN ANY OTHEP NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. JOUR.FAC.W--TPI • TRUSS PLATEINSTITUIE. WDS - 1991 NATIONAL DESIGN SPECIFICATION rOR WOOD CONSTRUCTION NHRiHNA" SPACING 24.0" TYPE H I PM J -014 T 95 LT24 HIPM V T "SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N UPLIFT (LB): 330 240 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.04 UPLIFT BASED ON 10,00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS M-Gravity (-)-Uplift ------------------- --------------------------- wx* UPLIFT atilt ) raft HANGER rrr H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286f(lOd Iply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d iply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d•2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (161:11 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945# 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS f 6'8 'T' 6'7"8 - 5X6 3X mm m m 6C�;- m 2X4 (A 1) 1 4X5 (R) 4'3 g' d 4 4X6 (R) 2X2 I•--2' --�--3'3"(3 - -6.91, - -k 3'3" ---� �- 13'3"8 R=8071 W=3"8 R=595# W=3" PLG = SEO: 83904 T. TYPS-ALPINE DESIGN CRIT=TPI QTY - 1 TOTAL = 1 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CAPE 01/18/94 T C LL 30 .0 PSF REF *IMPORTANT**=MALL NDT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND '-\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H(B-91 BY TPI. SEE THIS DESIGN US FAILURE T C OL 7 .0 PSF DATE 01/IB/95 ^ \\vVNIIV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ©\\\\\VN ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE tNOICAtEO, TOP - - BC OL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 IAUS S AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTAC14EO PLYWOOD SHEATHING, BOTTOM CHORD x - BC LL 0 .0 PSF L JS CONNECTORS PER OR WINGS 170. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF = T 0 T.LD. 4 7 O PSF 0/A LEN. 13-3-8 CONFORM w/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER p'�` SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS On 0 1 .3 3 NR IN ONLY. AND SHALL NOT BE RELIED UPON IN AMY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. " r -.F� ` JOUR.FAC. ____ =--TPI • TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD COTwr.TTnM Y�IHHHHIHH1-,,, SPACING 24.0" T YPF SPEC JOb: (5-0143) T T25 13'3"B HIPM VLT Q;8"SB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD2x4 SP 112 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 320 260 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift xxx UPLIFT xxx I xxx HANGER xxx H5 - -455#(Jacks Only) I HUS25 - + 27510 -12861(104 1ply) MTS12 - -1000# I HUS26 - + 33150 -15500(164 Iply) MTS12 - -2000112 Each) HHUS48 - + 42991 -1660#(100 2ply) MTT288 - -3766#(2 EBch1 110tl► HHUS48 - + 51800 -2000#(t6d 2ply) MTT289 - -44550(2 Each) (16d HGUS48 - + 6640# -21990(fOd 2ply) MST60 4688#(Per 2ply) I HGUS48 - + 80001 -26500t16d 2ply1) CS150 - -16500(Each) I HGUS5.5- +113350 -3945#1164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS r, 8,8 N ,T, 4 7"B 4X5 (R) 3X m 3X4 OD Co v 6p v 2X5(A S) 4 1, 5X12 4.3 � 2X2 g, 4X6 (R) f 2' ---3'3"8 -T 6'9" T 3'3" —1 �= 13'3"8 R=807# W=3'18 R=595# W=3" TAG = T36 SEG: 18069 PLT. TYP•-ALPIN DESIGN CRIT=TPI OTY = 1 TOTAL = 1 _ _ - REV. 17.2m SCALE =0.3750 At:'INF FVGIN17EREO PROCUCTS, INC. 7PU5sEs Ix(k)IRE ExlnLME CAPE 01/18/95 TC LL 30 .0 PSF REF x I MPO R T A N T x x s,m, NOT RF PESPONSIR'.E IOANYWARNINGA IN .IANOtING. LPEC110N AND ...rl%lij� `\n OF.YIAtION FnOw IU;S OfS:GN 0U 11•(tiE SrFCIFiCAilONS, OP ANY SPACING. SEI. H111-!11 0• 1ni sEE 1'lIS UF.siGN TC DL 7 0 PSF DATE 01/18/95 FAILUPE TO SUILO 119 'V5s !N CON�OPVANC.E WITH OSTOR 8Y IPIF014 AU011 TONAL SnFCIAt. PFnvANFNI OnACING RF.AIPiNF C.ONWCIOPS AP• MA;)i n 1O,A CATV STEEL MI•tING ASTM 0111Pl.M NIS IINII SS O..l(nwlSl. IN"ICAIEO. IOn _ BC DL 10 •0 PSF DRWG A""Gn0(.xC PI AS Nt A vN - ORS 10 FAVI tAC! 01' CHOU v.A 1 81 tAII cAlt n ACED w I Pntlnnn:1:IS AN'7 UNLESS 0 1, A`- % �Is OFsIGN nOs111nN 1 A IA -')nl�MOC�: ti A 1 NC •1'1 '1N f .01(7 BC Lt. 0 .0 PSF LJS CCVNf("0115,N. II-I 1: A `Il/ I pESI(iA ,'a:AMItAPOS w l)','•:v AiIA[.• C ,J N!' "t.I _CON Pnv wiu ltE v nl. AN v:I t(1 s a N 1 : ti 1 a nonan TOT ( D 47 . 0 PSF Q�A LEN 13$1 A nN i.1:G ,A4 ,,nNEA7 U ( f' C LN ! f 1 ]. DUR F At, 1 33 ♦ AN 01 nl - I N 1 .._ :I N A 1 1' ,IN(} _��_ T __ _ i( Ai ,N, c�.Q,. t_C_ SPEC; O (5-0143) T 7'0 END JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 212.01. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I Mxx HANGER *M* H5 - -4550(JackS Only) I HUS26 - + 27510 -1286#00d iply) CONTRACTORS WARNING: MTS12 - -10000 1 HUS26 - + 3315/ -15500(16d 1ply) THIS TRUSS IS DESIGNED•TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 Each) (10d11 HHUS48 - + 51800 -2000006d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -44550(2 Each) (16dHGUS48 - + 66400 -2199000d 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -394500 6d 3ply) --------------------------------------------------------------- RIKEyj$$HOLME$4UMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 02 12'6"4 m 0 r•N 6 P;- 2X4 72X4 (A 1) 4'L 3 9' L`2' 7 _J f� R=526# W=3"8 R=73# W=1"8 TAGT23 SEO: 83930 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 17 TOTAL = 17 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF *IMPORTANTX*SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �ATc ��� TC DL 7 •0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ot ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENIS. UNNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 - 0 .0 pSF L JS ?AM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHOKE * BC LL CONNECTORS PER DRAWINGS 130. -SO C t6OA-F. DESIGN SIANOAROS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE of T 0 T.LD. 47 .0 PSF 0/A LEN. 7-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS[PAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O HID'Q P; OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�` CPA(`TTJl: 7d ri" f IA(�IN' "--1 Of . td1lt a•fie f�ro�t�ute .Aa •m• u.♦arw.. r.en.nu n•.n.....•........--..�-- -..---..____.. ���.. 4 j 7'0 ENOJACK SL THIS DWG. PREPARED FR M COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP :2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 5.63 5.63 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 190.70. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift ------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx I xxx HANGER 11x11 H5 - -455#(Jacks Only) I HUS26 - + 2751: -1285#00d 1ply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660:(IOd 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786:(2 Each) (10d)I HHUS48 - + 5180# -2000:(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455:(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000: -2650:(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=191# W=1"8 f= 5-4" 12'6"4 6 P;- O m T, 9 1.5X3 R=264# W=3"8 R=74# W=1"8 PLGG T224 SED: 68519 1. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS' INC. TRUSSES REQUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF (� *IMPORTANT*ff SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGNLis' FNN N TC OL 7 .0 PSF DATE 01/18/95 A \\UVwv17��\1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS188 BY TPI. FOR A00ITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GAIV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10 .0 PSF ORWG O A446 FSR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CARO x BC LL 0 .0 PSF R A G CONNECTORS PER ORAMINGS 130. te0 9 tBOA-F, DESIGN SIO GARDS WITH PROPERLY ATTACHED RIG10 CEILING--SEE STATE OF _ TOT.LD. 47 .0 PSF O/A LEN. 5-7-8 CONFORM M/APPLICABLE PROVISIONS OF TAS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE (7/t/911 FDR PROPER ORIOT ~: SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICIEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q ouR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ""'IN ���` M--TPI . TRUSS PLATE IMSTITUIF. NOS" 1991 NATTnMAR ti41r.N CPFrTF1r .MATtn rM i—i rrl—T— t�Nr........ SPACTNG 24.0" TVOF JACK Job: 4 T 95 Lj '0 CORNER JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 $P 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 133.72. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT xxx 1 *N* HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d iply) CONTRACTORS WARNING: MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000012 Each) I HHUS48 - + 42990 -16600(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -37860(2 Each) (10d)l HHUS48 - + 51800 -20000116d 201y) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -44550(2 Each) MCI)I HGUS48 - + 66400 -2199000d 2ply) MST60 - -468801Per 2ply) HGUS48 - + 80000 -2650#06d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +113350 -3945#(16d 3ply) -- -------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=i"8 12'6"4 m 0 6 p N .r. 2X4 (A1) 4'3 10' .i 5' _I R=445# W=3"8 R=44# W=1"8 TAG T28 SED: 68586 PLT. TYP.-ALPIN DESIGN CRIT-TPI QTY = 8 TOTAL 8 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPON518LE FOR ANY ARNING IN HANDLING, ERECTION AND �fDEVIATION FROM?MIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN SUS EI•., TC DL / .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ _ BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 55606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHIF.ATHING, BOTTOM CHORD M ' BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF T 0 T.LD. 47 .0 PSF D/A LEN. 5-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE {7/1/911 FOR PROPER ' p'- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 11415 0 R1� Q �� OUR.FAC. i . 33 IN ONLY. AND SMALL NOT DE TELIEO UPON IN ANY OTHER WAY, DESIGN TO TME TnUSS ERECTION CONTRACTOR. IN FCIEE� �`` W--TPI " TRUSS PLATE INSTITUTE. NOS " 1991 NATIONAL DESIGN SPFTrA/InN FTM WRRn rrNtmrTT ''lPl.....1PP SPACING 24.0" T JACK 14 T 9 END JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 230 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (0-Gravity (-)-Uplift ------------------- ---------------------------------------- mmm UPLIFT NWN I NNN HANGER NMN H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) MTS12 - -10000 1 HUS26 = + 33150 -15500(16d iply) MTS12 - -2000#(2 Each) I HHUS48 - +.42990 -1660#00d 2ply) MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#06d 2ply) MTT288 - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 20y) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2x2 T 6 � .� --r- 2X4 (A 1) ri 41"3 u 1 .5X3 �--2 _3'3" ----� R=38911 W=3"8 R=69# W=3" TAY. T227 SED: 68522 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED P1OMXTS. INC. TRUSSES REQUIRE EXTREME CAPE 01/18/94 TC LL 30 .0 PSF REF )(*IMPORTANT)()(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n�_\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9t BY TPI. SEE iH15 DESIGN �T„VS"EI�.� TC DL 7 .0 PSF DATE 01/IB/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ , �' - Q\\\\\V� ALPINE CONNECTORS APE MADE OF 20GA DALY. STEEL MEETING ASTM DUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP _ _ 8C DL 10 .0 PSF DRWG O ARAB OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 55606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W 8C LL 0.0 PSF R A G CONMECTOIIS PER DRAWINGS M. ISS c ISOA-F, DESIGN STANDARDS WI/H PROPERLY ATTACHED RIGID CEILING--SEE STATE OF _ TOT.LD. 47 .0 PSF O/A LEN. 3-3-0 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER D q10 P SEAL ON TMIS DRAWING APPLIES t0 TIE CT)rIP01ENl DEPICTED WERE DRYWALL APPl1CAti0M. FW NISHi A COPY OF THIS Q �� ouR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIEO WON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. IN a__TP1 . Yuma a Arc T-1111.1= — . .eat ".r'm ..re....5.. _..�............ _.. .........�� CP—Ar TNr. 'Pd n� runt .lArw Job: (5-0143) T CORNER JACK THIS OW PREPARED FROM COMPUTER NP T (LOADS 6 DIMENSIONS) U M TT D BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 37.26. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------M-Gravity (-)-Uplift--------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx I xxx HANGER xxx H5 - -4550(Jacks Only) I HUS26 - + 2751E -12860(10d 1ply) CONTRACTORS WARNING: MTS12 - -1000/ HUS26 - + 3315# -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) HHUS48 - + 4299/ -16600(104 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 Each) (10d)I HHUS48 - + 5180# -20000(164 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 20y) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 11'6"4 c� 0 6 p .N T 2X4 (A 1) -4 4'3 1 /'1 10' f 2 � 3' R=384# W=3"8 R=14# W=1"8 TAGT229 SED: 68588 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 8 TOTAL = 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC, TRUSSES REOUIRE EXTREME CARE 01/18/94 TC LL 30 •0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANT ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS OES]GN OR THESE SPEC]fICATiONS, OR ANY BRAC1116. SEE H18-91 BY TP]. SEE THIS DESIGN �ttc �N�� TC DL 7 .0 PSF DATE01/18/95 FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 1 0 •0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 0 •0 PSF / R A G CONKCIORS PER DRAWINGS t30. ISO 6 t60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE S7A7E OF _ TOT.LD. 4 7 0 PSF 0/A LEN. 3-0-0 CONFORM N/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O R1,0Q P: OUR.FAC. 1 .33 IN ONLY. AND SMALL NOT 8E RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEtT"�`� ■--TPT . TFARA PIATP TNCTtniTF . . — —1— ncereu aeF�rFr�.......r....................•--,...... t.......,�` CPAr .TNr. 7d JTvOC (ArK J — 4 1 LOT V3 COR JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N WxWARNINGAX AN UPLIFT REACTION OF —1501 OCCUPIED ON A BOT CHORD 2x4 SP /2 N NON—WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WE8S 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 290 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.25 1.25 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFTJHANGER REOUIREMENTS M-Gravity (-1-Uplift -------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 = -455#!Jacks Only) HUS26 = + 2751# -1286#110d 1ply) MTS12 - -1000# HUS26 + 33151 -15501(16d 1ply) MTS12 - -2000012 Each) I HHUS48 - + 4299[ -1660#(100 2ply) MTT288 - -37860(2 Each) (fOd)l HHUS48 + 51801 -2000#(16d 2oly) MTT288 - -4455012 Each) CI)I HGUS48 - + 664001 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 = + 80001 -2650006d 2ply) CS150 - -16500(Each) I HGUS5.5- +11335[ -3945#(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 9'7"12 T 2X4 (A 1) 11'ii 4"3 9 f 2 � R=441# W=3"8 TAG = T�0 SED: 18073 PLT. TY .-ALPINE DESIGN CRIT-TPI - QTY. = 2 TOTAL 2 REV. 17.22m SCALE =0.5000 ALP1NC ENGINEERED PAMUCIS, INC. TRISSF_S RF.OUIPF. FxInEME CAPE 01/18/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL N0. OE PESPONSIU:.i (OP ANYWARNING IN IIANOL ING, EFLCTION ANO t,US 111 II11N I.\ OEVIA'IOV FROM THIS DESIGN OR THESE SPECIVICAT10NS, On ANr SPACING, SEE HIB-P•1 S• Tnl SEE '115 DESIGN .( f TC DL 7 .0 PSF DATE 01/18/95 FAILURF TO 0111LD THE TRUSS IN CON•ORMANCE WITH OS19P BY TPI. FOP AM7ITIOYAI. SnEC1Al Pr I1MANFNT IIIIACINr PE • N� /� FF�� O� AIFINE•COW*CtOPS ARE WADI- 0• PtIGA(:A:V. STEEL MI!IIN(, ASIM OUIRFMEN;S UNIT'S,CI­t,1Wi!:F 1411!11 Avt0. 1(W` _ - BC nL - 10 .0 PSF DRWG (�O A446 D F%i Pt AS NONEC IVC OVNIC10P5 TO EAc• nC tN I 1 Al Ac, t. Pr 1 A••nA Y( A 7 n"IR Sf,OG - C 0 .0 — N� 1 AND IN,iSS Otl{PWis! !PCA N HIS OE51GA 0 IOv 1` A11AC140 C,vM^.1' I 1 •(r1;7 x Bl. LL `' •0 PSF RAG CPNN' - Oa. PPAWING tee. YIC A _el 1 DE SIGN v "UU Qtj., IT]1.- I+aOnt 1 eI A;I 0:f,'V - It. %IL StAtT OF _ r' 47 .0 PSF Q/A LEn 1-3-0 \�, •-.v ` "�a iCA51� n OvtSitN� S inf Au NL AL tuE .EC n.1C r l /^ I r 1 TCT Li. }} o AMING L t• -.�nOVEN X` n WA.I An e \ JOUP AN AI NU HE i 'N ANY 0 CIS CA IC. f 1 \ l 1 -i(CFV. n(. -- �_33 — ---__----_--- _..--- `\.:_ .. N.`I SF1A.,ifv C�+ .O T1'(:} .JAE 4 T 951 J 1-0 CORNER JACK THIS OWG. PREPARED FROM COMPUTER-INPUT (LOADS 6 DIMENSIONS) SUBMITTE BY_TRUSS MFR, TOP CHORD 2x4 SP 02 N *NWARNINGWN AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift CONTRACTORS WARNING: --------------------------------------------------------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS *N* UPLIFT xMW I NWN HANGER WMW AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(fOd 1ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -10000 {{ HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) MTT288 - -37860(2 Each) (10d) HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (16d) HGUS48 - + 66400 -21990(10d 2ply) MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply CS150 - -16500(Each) I HGUS5.5- +113350 -39450(16d 3p1y --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5 10'6"4 2X4 (AD f0 3 4'3 10, R=5051 W=3"8 R=-2281 -80f"8=1"8 TAG = T31 SEO: 68590 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 8 TOTAL = 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REaUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��` c '� TC DL 7 .0 PSF DATE 01/18/95FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREMENtS. UNLESS OT14ERNISE INDICATED. TOP - _ BC OL 10 •0 PSF ORWG A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUE$AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C IGOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TO T.LO. 4 7 •0 PSF 0/A LEN. 1—O—0 CONFORM N/APRLICARLE PRovt31ON9 OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL iROAtE 17/1/911 FOR PROPER D Rla� r 1 .3 3 SEAL ON 1141$OAAWINO APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q•�� OUR.FAC. tM OMLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. ■--iPi • iA1g5 PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR 14000 CONSTRUCTION SPACING 24.0" TVPF JACK J (5-0143) T 7' H P JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2X4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP t2 N UPLIFT (LB): 510 210 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDIG (1991 SBC) REACTIONOF 337.19. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)•Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- 11WW UPLIFT N11R I mm* HANGER XMN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 - -4550(Jacks Only) I HUS26 - + 27510 -1286#00d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 -•+ 33150 -1550006d 1ply) MTS12 - -20001"(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) CONTRACTORS WARNING: MTT28B - -3786#(2 Each) (110d) HHUS48 +++t,56611888d0000 -200800�1{(16d 2ply) THIS TRUSS IS IiOd 2ply) T SPECIFIC LTOAENSUR WfITH SRUEI BEAR TCARERUSS ISPORT ADDITIONAL ADVISED DURING URI PROPRLYOAOS MST508 - -4455012 Each)- -1650/(Eechjply)6d11 GUS485�- 411335#W-395 (16d 3ply) 12' 10"4 RFFFRFNCF HDIMFR 111MRFR nFTATI SHFFT FOR tlP1-1h HANGER DETAILS ,412 m 1.5X3 0 4.24 C::,- 2 X 4- 2X4 (A It 4"3 9' 1.5X4 -KFFi �__2'9"15 9' 10" 13 -� - 4'2" 15 5'9"6 - -( R=5630 W=4" 15 - 123# R=285# W=1"8 TAY T333 SEO: 68592 P 7. Ty _A PINE DESIGN CRIT=TPI OTY - 4 TOTAL 4 REV. 17.2m SCALE =0.5000 ALPi NE ENGINEERED PRODUCTS, INC. IN REOUIRE EXTREME CARE 01/18/94 T C LL 30 .0 PSF REF t xIMPOR T ANT**SHALL NDT BE RESPONS IBI.E FDR Nr ARNING IN HANDLING, ERECTION ArraDEVIATION FROM TNIg OEg1GN Oq iNESE SPECIFICATIONS, OR ANY BRACING. SEE H18-91 Or iP1. SEE THtS DEStGN �`" S e��, TC DL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MAIZE OF 20CA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CMORO W BC LL 0.0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C 160A-F, OES16N STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE DF TOT.L D. 4 7•0 PSF DSA LEN. 9-10-13 CONFORM W/APPLICASLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C O R1�Y' P SEAL ON THIS DRAWING APPLIES TO T1E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUAMM A COPY OF THIS �. Q � OUR.FAC. i •3 3 IN ONLY, AND 94ALL NOT BE RELIED UPON 1N ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRA Ton. �/EE"'o` ___ W-_TPI - TRUSS PLATE INSTITUTE. MOS- 1961 NATIONAL DESIGN SPECIFICATION F1W1 rtWHn�n"aHMI THM ��''H....••H `` SP A C I NG SF F A ROVE T V 0r: J A r b' (5-0143) T 95 HIP JACK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 340 200 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 4.35 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 ENCLOSED BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- xxx UPLIFT mm* I xxx HANGER xxx HS - -4551(Jacks Only) I HUS26 - + 27511 -12861(10d )ply) MTS12 - -1000/ • I HUS26 - + 3315/ -15501(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42991 -1660#00d 2ply) MTT288 - -37860(2 Each) (10d)1 HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44551(2 Each) (16d)I HGUS48 - + 66401 -2199f(10d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26500116d 2ply) CS150 - -16501(Each) i HGUS5.5- +113351 -39451(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 137# 7'5"2 �1 2X2 4.24 C;::,- 2X4 2X4 (Al) 4"3 g' 1.5X3 �__2'9"15 ---}--- 4'7"2 --� -4-7-2 - R=453# W=4"15 R=90# W=3" TAG T32 SED: 68580 PLT. TYP.-ALPINE DESIGN CRIT-TPI QTY ] TOTAL i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 01/18/94 T C LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANr A RN I NG IN HANDLING• ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-92 8Y TP 1. SEE THIS DESIGN � ' e'�i� T C DL 7 0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v O\\\\\VVJ\VN ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM GUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 -0 PSF DRWG O A446 6R 0 EXCEPT A9 NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - R A G ?AUSS AND UNLES9 OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOLTON CHORD If - BC LL 0 0 PSF CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- BEE STATE OF = T 0 T.LD. 47.0 PSF O/A LEN. 4-7-2 CONFORM W/APPLICADLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER CO R1��' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A COPY OF THIS . �. Q �� OUR.FAC. 1 .33 IN ONLY. AND SNAIL NOT BE PELTED WON IN AN'/OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE r' SPACING SEE ABOVE JACK "--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION i0R WOOD CONSTRUCTION �'�Rn n�R�`� TYPE JOU: 4 T " V T ENO JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SU MITTEO BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 6.67 6.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ------------- ------------------------------------------------- REACTION OF 233.46. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) HUS26 - + 27510 -12860(lOd 1ply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) { HHUS48 - + 42990 -1660#(lOd 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786#(2 Each) (100) HHUS48 - + 5180# -2000#116d 200 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B = -4455#(2 Each) (1601 HGUS48 - + 6640# -2199# lOd 2ply) MST60 -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650# 16d 2ply � RCS�g6 -�rt1g50�(Each)------ 1 HGUS5 5_-+113350-_3945#-i6d-3piy- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3. iH 11'4"4 m OJ 1 .5X3 tv 6f7 9' 2X4 (A 1) 3 13. 4X5(R) �---2' 3'3"S ---�-- 3'4"8 ----� R=512# W=3"8 R=34# W=1"B 33 SEG: 83921 PLTG. TYP'—ALPINEDESIGN CRIT=TPI OTY 1 TOTAL i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES""]EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF I MPGR T A N T*X SMALL NOT BE RESPONSIBLE FOR ANY A R N I NG IN HANOLING. ERECTION AND �,,,,,1""" ^ 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 8Y TPI. SEE THIS DESIGN �� 1 �' TC DL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 By O� TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA OALV. STEEL MEETING ASIR OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG O A416 GR 8 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 56OB _ (RUBS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 � PSF LJS CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LO. 47 .0 PSF 0/A LEN. 6-B-0 CONFORM W/APDL!CABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' P SEAL ON THIS=ING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DR1� Q'`- JOUR.FAC. 1 .33 IN ONLY. AIA SHALL N07-BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ■--TPI • tRU59 PLATE INSTITUTE. MDS -2991 NATIONAL DEBT ON SPECIFICATION FOR WOOD CONSTRICTION '••1177.7.71 SPACING 24.0" T YPF JACK N J-0: (5-0143) T ' VL T CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 250 200 200 WEBS 2x4 SP #3 BRG.LOC FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 160.38. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. (0-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- xxx UPLIFT xxx I Mk# HANGER xxx H5 • -455#(Jacks Only) I HUS26 + 27510 -1286#(IOd 1ply) MTS12 - -1000# 1 HUS26 + 3315# -15508(16d iply) MTS12 - -2000#(2 Each) I HFIUS48 + 42990 -1660#(10d 20ly) MTT288 - -37860(2 Each) (10d) HHUS48 + 51800 -2000#06d 2p1y1) MTT289 - -4455#(2 Each) (16d)I HGUS48 = + 66400 -2199#(10d 2ply) MST60 • -46880(Per 2ply) I HGUS48 + 80000 -2650#06d 2ply) CS150 • -16500(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=160# W=11"8 lo•s•4 cn 1 .5X3 0 6 C7 A. 9. 2X4 (A1) 413 d4 08 . 4X5 (R) �-— 2' --�L---3'3"8 --—} 1 -a"8 f 5' --1 R=4450 W=3"8 R=17# W=1"8 PLG SEG: 18063 ?. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 _ REV, 17.2m SCALE =0.5000 **IMPORTANT** ALPINE ENGINEEPEO PROOLICIS, INC TRUSSES REOUIPE EXIMME CAPE 01/18/95 TC LL 30 .0 PSF REF (�2 SIIALI NOT gE PESPONSSIOU FON ANY WARNING IN IIANOL TNG, EPFC ION AND (�1_\\\\tom/ III III AlInN[POM 11115 OI SIGN OR I1k.SE SPFCIFICAItONS. 0i1 ANY BRACING, 5I1 1110-511 BY IP1, SEF 7PIS IWSIF.N r. 5606 „ TC OL 7 .0 PSF DATE 01/18/95 O(1 \U�l^v11LV\ [AILURF. 10 RUILO IPF [PUSS IN CONE OP"ANCE WITH GST88 OY TPlCOR ADOIIIONAL SPECIAL PERMANENT IIPACINC uEO\\\\\\v^ ALPINE CONNF.C'ORS ARE WADE OF 70GA GALV. STEEL MEETING ASTM OUtPEMENIAUM.ESS OTHERNISE INMCAIE^, IOP - BC OL 10 .0 PSF DRWG ueg GP a 1'x[fPi AS NOTFO APPLY LONNE[IOPS 10 EAU+FAL'E OFCIIOAO SHALL RE LAIFRALLY RPACFD WIlH PPO✓F.P O .O PSF L S TPLISS ANO Lf•A.FSS C"4PM14i IDEATED ON T,:IS DESIGN. POSTIION IY AIIACHFD P1.YW000 SIIFAIIIINC,`F1.^,T'OM LI10Rn - BC L1_CONVFCIOPS P[::(MAWINGS 13C 150 C 1SOA F. OESIGN CTANCAPnS WITH PPOPFIN.Y Al*A(:IIEO PIC113 i'.ING S1F-omnRW ILAHIF P:ICVIS:DNS 01 NUS R TPI. AN ENGINtFP'S; ALPINF IFC-N:,,AL UP:IAIF �1/1/5F11 101: !•POPFP 47 .0 P N/APJ, TOT.LO. SF 0/A LEN. 5-0-0 to SFA,. ^N '„15 11f;AW''%G A'+ ,:LS .0 — COVI'UNENI CWPICIFC H(iW PN+WALI API,(ICAI;ON IUPAI:-P. A : 1•• 111 I1.1� Pte. IA 1•N.•. AV A i. II` P f1:II uPVN ;\ ANY O1KO rAv OI.SI[:N I0 ,K I"�S'_ fP!F':OV(:M':IAC'fitl `tiG1 DUR FnC 33 1. +F: 011 ua wD5_ tMf NAI ICNAI 3FSIV."C;.ICIO ION 101. WcnD LOV:'P✓1 1 =PAC I NG 24 .0 1 YPF 1 oC�C 4 T t V T CJ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIT O Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 240 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 37.20. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift PROVIDE CONNECTION FOR 530# AT HIGH END OF BOTTOM CHORD TO --------------------------------------------------------------- PREVENT SLIDING. *xx UPLIFT *** I *** HANGER *** H5 - -4550(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) MUST- BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -20000(2 Each) HHUS48 - + 4299# -16600(IOd 2ply) MTT28B - -3786#(2 Each) (10d) HHUS48 - + 5180# -20000(16d 2ply) CONTRACTORS WARNING: MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#06d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 9'6"4 !f"6 2X4 (A1) 8'10"13 6p f0"f3 3 d 4 B' f 2' 3' R=384# W=3"8 R=14# W=i"8 TAG T339 SED: 83928 PLT. TY .—ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL = 8 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 01/18/94 TC LL 30.0 PSF REF (� *I MPOR T AN T**SMALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING. ERECTION AND DEVIATIDN FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9t BY TPI. SEE THIS DESIGN �t ,'us R ��ti� TC OL 7 .0 PSF DATE 01/18/95 RU n \\UVwV1EV\ FAILURE TO BUILD THE TSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , _ ALPINE CONNECTORS ARE MADE OF FOGA GALY. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10.0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 _ -I TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS M. 150 a 180A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF MOB C TPI. AN ENGINEEP'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER * r;' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPL ICAtION. FUM19N A COPY OF THIS 0 RLO Q ` DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � ` ­TPI " TRUSS PLATE INSTITUTE. MOS" 1091 NATIONAL DFSIIIN R, rfatrAttrol Fro rron e•.w•n.r•.+••••.• 'rt ;,`` CPA!`TAIl: '�A n" IAr✓ it 4 T " V T HIP JACKS THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 0 M NSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 370 470 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.43 9.43 9.43 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC) REACTION OF 316.84, --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 06-08-00 (+)-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- xxx UPLIFT *Mx I xxx HANGER xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 - -4550(Jacks Only) I HUS26 - + 27510 -12B6#(lOd 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 33150 -1550t(16d 1ply) CONTRAITIfi#EARNING: MTT288 - -37860(2 Each) 1110d 8 + 5 00 -2000#06d 2ply) THIS TRUSS IS DESIGNED PTO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each) (16d)1 HGUS48 - + 66400 -21990(i0d 2ply) AT SPECIFIC LOCATIONS. ARTICULAR CARE IS ADVISED DURING MST60 - -46880(Per 2ply) 1 HGUS48 - + 0000 -26500(16d 2ply) INSTALLATION TO ENSURE iiA;-THIS-TflHSS-35-C-flEGTE9 f1f1OPEftEY. 12'4"9 ES459 - 4b-^"ti--- ' 3350 -3945#06d 3ply) ----------------- ---------------------- --------------------- REFE ENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS F- 4'5"12 ----� 11'4"8 t*T 3X4 �D fU 4.24 v 9' 2X4 (A 1) i 2.83 B 4X5(R) k--2'9" 15 -- 4'7"14 -�= 49"4 9'5"2 3'9"4 5'9"6 _J R=515# W�4" 15 _ 128# R=283# W=3" PLG T337 SED: 83918 T. TYP.-A PIN DESIGN CRIT=TPI OTY - 2 TOTAL = 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 0 1/1 8/9 4 TC LL 30 .0 PSF REF 1f IMPORTANTNX SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN �1T'1111 ���.� TC OL 7.0 PSF DATE 01/18/95 /�(L \\UVAvi►V\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE %JIM OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `t� INE01S.9 �µPINE CONECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATEO. TOP - _ BC DL 10.0 PSF DRWG A446 GR B EXCEPT AS WED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER5606RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDWBC LL 0 0 PSF LJS CONNECTORS PER DRAWINGS 130. 150 0 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE ATE: OF TOT.LD. 47 .0 PSF D/A LEN. 9-5-2 CONFORN M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERORl�SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS ' FA .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN AMI OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.ATE INSTITUTE. NOS• 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSIRUCTION RININ,� ,` SPACING SEE ITYPE J A C K