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Permits 1193 E Linkside Ct (vault folder) r ADDRESS fff BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING COVER-UP INSULATION Q J FINAL BUILDING % 'c CERTIFICATE OF OCCUPANCY .3l ELECTRICAL PERMIT # �L G INSPECTIONS ROUGH FINAL_ MECHANICAL PERMIT # 9s 01 PLUMBING PERMIT �% � NOTES: ®so 0.10. s- 90, N 0'0 W 3 W 0 Ga pO C Q S PATI❑ A/CPAD 09'1 17'x12' 3' X 3' 37.00 09'l l O ao �4 0, 0 M �lx X4o � � W W O W M,.00.10.00u V Ul M W A0'11 091Z t .AO.L 0.0ou .00'l 1 •pp � 00 N 16.6 to c o0 W 'o !o Q � 'o V N c c� 0 09'0 16 00 N q rn o0 0..00.10.00 w .tb'1•£ W w 22' FLAIR ' N ianO:D 301SNNI� BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) 26" A.B.M. 1693 LINKSIDE COURT NORTH GRADE TYPE: A TY: SELVA LINKSIDE SOD: 2794 Sq.Ft. 3 UNIT 2 1 7 PALLETSI (7; ' k_ CITE` OF �..Q�c , /s Office of Building Official -REQUEST FOR INSPECTION ._ � r �-- - if Date �- Permit No. Time t f /,1 A.M, Received _��j_ P.Nj, Jo dGres local3 i Owner's Name Contractor �11ILDI CONCRETE ELECTRICAL LU BING MECHANICAL Framing FootingRough Wiring E Rough end. & Re Roofing Slab Temp Pole Top Out Heating Insulation _ Lintel = Final Cl Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thurs. Friday o� A.M. Inspection Made D _ P.M. Finspection Certific e of Occupancy e r Date ^_ (fats-fiat. of Mrruvanru (situ of Atlantic Ntac4 — 1oriba 19evttrtment of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard j 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 °� ``` -Y `R e,�� r - Bldg.Permit No. )3(.} Group W1 uI J Type Construction Fire District -s r i f-c Owner of Building ' s{' Real Es i at f-Address Building Address i�? i.;t s d e Ct4,."= Locality A r o-I t i c h t- 3 C:t2 r i By: D,.trs C ' {;-.D Building Official Date: POST IN A CONSPICUOUS PLACE iV Of0/'- 00"W /.6./704 G GJMG METE (j fid 244 1-.STa 'YIf TUCCt7 '� aq OWES 41AI6 oo� p.�....r..p ra 9 �fl��;• 1a.b�3/9 t / o�/-�V�I'1+t A B. ac.�. v - r ,✓+�.t' r x534,41' p.x, ®I�0 � �-e�.95) A 1�1[tV•r��j�/J��,r� FF 8 1995 Building gnu 'L Zu> r .9,J4- g r�:._-tiaT . , r;:k' nr. Rryi x'cc T tr✓ir�i J /d u./`u,-).,';�Zx ru,57r,1 FaL4v'J .T/ON .SLf:i�Y y )'4- 9 ---- N T : ',am try 4tG e,Po cry. T I HEREBY OERTIFY THAT THIS PVEY, PERFORMED °<;"= 73PONSIBLE DIRECTION,MEETS THE MINIMUM LEGEND, TECHNICAL STA'40APOS FOR AND SURVEYORS IN ACC ID , CHAPTER 61G17-6, FLA.ADMINISTRATIVE CODE G,2.._.,F RiDA.STATUTE:' AW. iF n;ntR CER� FY THAT THERE ARE NO VISIBLE ENCROACH- ! CONCR£TD I ONUMENT ;Fi RSIiANTTnSE�T'GiY ^�T -' 4? rt r MI=NTS UPON *HE SUBJECT FROPERlY EXCEPT A$ s'HOWN +?1i THIS SURVEY • t2"POUND IRON O 1/2^ofwT IRON-L.6L 17a ESTIFICAlfm 'fi€ ',Q— SMOWN m6REON 7S iN RESTMGTIDN LIRE ZONE` ' A.' S; OWN 'JN THE FLOOD INSURANCE RATE CLARSQN AND ASSOCIATES, INC. R RADIUSCENTRI.ANa�E MAP, !',_F.iMsYN'T`/ PANEL ti0 i2(}07.!;�-_ —, CA"EJ'4•/740 1E43 NALdO AVE,JACKSONVILLE. FlA 32207 A ARC DISTANCE f CN. CHORD DISTANCE ��sj, { i ► _ P.C. PO M7 OF CURVATURE "'" • '+�✓�� ' $+'I i�+�.J/� F.T. PONIT 4F T ANOENCY SURVEYED .��.__ _.__.. _,____ t 9 __-- a y / ISTEFFD S}-YEYOA Noll?3 1, FL.A. P.R.C, POINT OF REVE03L CUIgV5 SCALE ! � .. P.0-C. POINT OF COMPOUNO CUM z FIELD BOOK 517 PO. 33,41.0 CITY OF AWAWC roo SUAMLE ko" - --- — --- ATLANTIC WACH.FLORIDA 32233-5445 TELFpIiONL l!M)24'i-SS00 FAX MO 24Y-SM NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction Water is no longer needed: Permit Number address J Sirely, Building Department i 1,F 17 „ 5 17: 11 Cb:iRSOH 1712 PO4 MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAF' SOF zhws/47s 411VIr AS RECORDED IN PLAT.BOOK 47 PACES -465 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR � i�rE]C -�G7lS C /G�i�O �i !C?�t/ NOTE; BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. ryO F �t Yl+'itf t'S U. S 7lvN' 1A(Cls (1zF,54)) '440"i6�r'q M IMWI,146 G,6C1.0,07F@ iiG/P774,04 04TLYAG 41/p i929 sk 49 ��l•40 4 �6.r9a+ 1$•�7ar� Cul✓CREf� r�AfFO -r j Q��0 Q �► i y. ` 1.570.qY S reco p i rr K � II Dd' ,.x • ¢e' � , a / S, If 7 4 c S.7" /C7 1<J uEII- 4�1 C1//�t /�%ir �� 1o..a' rvi kW Cyt � �' � -.__ a•r' Ee0'.5��1�'eVt FY/�•C'ANSFf/iPi�fEQ � I' -' G `,9,g' °.�.-�•�,1 ,` i ¢� 1/9.68' 34.41 4 , tB.Gdr9 1��P'L '•Q��Z�� (/Z/6,t,17• p r- fvq Y K4Ri65) PIN�� F DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ---------------------- ------ ------------------------------------------------- ------ -------------------------------------------------- ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, u l BUILDING INSPECTION DIVISION cc:FILE 3.76 -::,' Z) 37v 3 ��l�is Fvn CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Add r ess Date Heated Square Footage + 2 @ $Z),S per sq ft = $ 7 7 J-> �JU Garage/Shed -� @ $ l� per sq ft = $_ t' PorchJ _@ $ ��- per sq ft = $ Deck @ $ per sq ft = $ Patio ��- ---@ $ � per sq ft = $ TOTAL VALUATION: $ g, a U $ Tota V luation 1st $ Remaining Value $41. per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ oma' (�) Fireplaces @ $15.00 $ BUILDING PERMIT FEE $�� WATER IMPACT FEE $_ SEWER IMPACT FEE $ /�.2�o• o �' WATER METER/TAP $ CAPITAL IMPROVEMENT _CrQ SEWER TAP $ V:5� } RADON (HRS) .0050 $.I ��— SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ S b d (13�y) SURCHARGE . 0050 $ lo• OS -T7 -OTH R $ GRAND TOTAL DUE $0`7 ' ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF Office of Building Official j REQUEST FOR INSPECTION .)ate Permit No. Time A.M. EReceived 1 ,3 RM. Job Address Locality Owner's _ Name BUILDING CONCRETE PLUMBING MECHANICAL Framing Footing 0 Ram YVtrtng D Rough ❑ Aa Gond.& Re Roofing Stab ❑ Temp Pole 0 Top Out ❑ Heating Insulation Lintel ❑ F'malSewer ❑ Fire Place ❑ REAiar FOR� CrIONPse Fab , Mon. Tues tAkd, Thurs. ilay A.M. inspemon Made a_ RM. Inspector at Inspection❑ Certificate of Occupancy El _ Date CiTy OF C /�1'710 :'.4 q .} g i ,ma,�yy l�71 la a5 9 S`c� Permit N0. -_------- ---- — --P.PS. ---- --tis _E-- - --- --------------- Locality job rr - ".n+u;actar — ----- --- _ — U— Et LC CAL PLUMBING MECHANICAL tri +,1'�uild�+ �� PcT,� Air Cond. & - Rc gr', � Rough Se, .,,or T n, F -lop Out Nearing - aoamg ai3 =e„m r aeer Fire Place Pre Fab " r4c?t Y d'Or ?i1.,.I ':�:� A.M. Friday --P.Ni. Tues lbed on. �' r' - - ,, of Occupancy '. Ca,e -_ -----.- _- -_.--- CITY OF T/ �GiiLl�C 13,0404- � Office of Building Official REQUEST FOR INSPECTION DatePermit No. Time A.M. Received g P.M. Job Address Locality Owner's Name contractor BUILDING CONCRE—TE ELECTRICAL PLUMBING MECHANICAL NC Framing Footing Rough Wiring _ Rough Air Cond. & Re Roofing Temp Pole _ Top Out Heating Insulation = Lintel Final E� Sewer Fire Place _ Pre Fab READY FOR INSPECTION Mon. Tues. ,i Wed. Thurs. Friday P.M A.M. Inspection Mads f �1 J ___P.M. nspector_ �� I �i --.-- Final Inspection F-- Certificate CertHicate of Occupancy Date _ _ CITY rOi- ilhja j - Officc of Building Official REQUEST FOR INSPECTION Dole_____�- Time r AV, Joy as_ Locality __ OwnEr's Name _ _z�_ Gontrac�pr �_ BUILDING CONCRETE ELECTRICAL PLUMISING MECHANICAL Framing Fooling Rough Wiring Rough - Air Cond. F Ra Pooling Slab Temp Pole o!e Teo Our Heating insulation Lintel Final __ Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon, t3 Tues. ((W Thurs. Friday —.-�` A. �{ r" 1 [�. Fns, cnoa Mach �_ -- °.M, Final Inspection i. Certificate of Occupancy nate - --- — - - F 1 //CITY OF K�If6tC / e4c.4-"f�tYLK[G Office of Building Official REQUEST FOR INSPECTION 30 -,?�4 --�?5- C- Date Permit No. ( Time f Received Job Add �-- Locality VZ Owner's [�Name _� Contractor BUILDING CONCRETE ELECTRICAL (:PLUMBING MECHANICAL Framing Footing Rough Wiring r Air Cond.& Re Rooting — Slab — Temp Pole C Top Out C Heating Insulation _ Lintel E Final Sewer C Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday _ A.M. � . Inspection Made � «--- � �'�►. t*rspector._ Final Inspection E, Certificate of Occupancy Date Gh Y OF 0 �� Office of Building Official REQUEST FOR INSPECTION Date _ « _ Permit No. Time ----. Received _ ;e'er P.M, Job AdLocality a Owner's Name � Contractor BUILDING __.._ CONCRETE ` ELECi"RICAt' -� PWMBING '�ECHANi �._ aminq Footing �� Rbc 1 " �`k-r-...Rol gfi' " it Coed $ � Re Rooting .- E': Temp Pble Top Out Heating Insulation Lintel l Final Sewer i Fire Place Pre Fab READY FOR INSPECTION Mon. Thurs. ! low A.M. Inspection Mate ( P.M. 4�1>,Ootot Final inspiwools CortitWMV u1 OeC,uls,10Cy f a OF ADDITIONS or • - - • 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 $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contrac or, 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 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 ,/1 >Y'Gi/�C�•L ICs�.�.rJ .ice-` /�'i s`,s�,�. $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 11 ; CITY OF ./- t Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time /1 "/ A.M Received P.M. 10-4 We �Sl/zw- ,lob Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL qgMBINMECHANICAL Framing Footing Rough Wiring Ci Rough Air Cond.& ❑ Re Roofing 7 Stab Temp Pole Top Out C Heating w Insulation Lintel Final f' Sewer r, Fire Place C' Pre Fab READY FOR INSPECTION A.M. Mon, Tues Wad. 7� ///� Friday . _ ________._P.M. Inspection Made Ir:p.iar}f ✓ ud Inspeclunr Cnrtihc.Ne of Occupancy NOTICE OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOBADDRESSDATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted I/ AoC4 $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 247-5825, 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 TRANSMITTAL DOCUMBNT FOR JEA DATE: - / -9_S� The following permits have passed "rough" inspection: Permit No. Address RRC&aaasl mzmcxx=xgAxkttr*=Dpdx mxwtKxb a@KVwxxai*u. Please update your records accordingly. Th n o�.y J''^ BUILDING CLERK CITY OF ATLANTIC BEACH /vcb i� 06 CITY OF ATLANTIC BEACH, FLORIDA a APP►.dby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:____ R�...._v...19g 15 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. 74� ,)Cx,1PJSass ELECTRICAL FIRM: MASTER ELECIRIC16N NAME.. iLx _t 22ES ADDRE88:. ; y3 IC�I� �-T RFD SOX BLDG.SIZE LOT �2J �LjA b IJ'�f�,Si Dr: BETWEEN: RES.(/j APT.( ) COMM.{ ) PUBLIC,( ) INDUS.( ) NEW 04 OLD( ) REW. i 1 ADDITION( ) TRAILER 1 ) TEMP.( ) SIGNS ( I SO.FT. SERVICE: NEW(X) INCREASE( ) REPAIR i ) FEC CONDUCTOR SIZE `4!//U AMPS X)D COPPER I ALUM. 00 SWITCHOR BREAKER AMPS ` PH W ay®VO AY EXIST.SERV.SIZE AMPS PH • W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.30 AMPS. 31000 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 CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. T N.P. VOLTAGE PNS PSA73844 V DEiPARTMENT OF BUILDING' CITY OF ATLANTIC BEACH" PERMIT I NFORMAT I Oto ------ . ��..�,_ LOCATION I NFORMAT I ON --------- Permit Number. 9569 Address : 1693 LINKSIAE COURT Permit Type; MECHANICAL ATLANTIC 'BRACH , FLORIDA 32233` ,..lass of t r C: NEW 'LEGAL OES RIgTIQN Constr. Type . WOOD FRAME Lot : Black- , Section: Proposed Use: SINGLE FAMILY Township: : RNG, 0- Dwellings : 1 Cade: 0 Subdiivis ont` SELVA LINKSIDE Estimated Value: $0x00 Improv. Cost $0 .00 Total s $4"7 .00 Arno s47100 HEAT AND AIR TION - - - � a ��-�--;- APPLICATION rus f. PERMIT, $47 .00 Add s :': ASIDE COURT � WA C FEE011*7 $0 .00 T CM AH> F'LOk I � � 0 }�F`EE ��r 2 :?gra L $0 4�. $aEs °. „ ` ; q RADON OAS-H�R.S. $0.00 T NF'OR,MAT;ON . . RADON CAB 5% $0.00 Name; N UkT & A C'.APItAL IMPEOVE. $0.00.; AddIr JAC ILLE, FL 32257 CROSS CONNECTION $0 .00 L4 ce 60,,n CA Type: 0 SEC�iH IMPA^/(C�'}T�pP EE � ;., 0�..}C}�0 .q'". CONST A SURC.HARG.E $0 •00 a i NOTES: { U t ` NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED 14PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER'CONTRACTOR OR OWNER `I;fMLURE TO.COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.' f UED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VfQLATION OF APPLICABLE PROVISIONS OF LAW. I*(* 00000W 4 $47.00 I4 ATLANTIC BEACH OUILDING DEPARTMENT oate; 111ii 01 k*: OW0,01 By: f BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC e6ACN, FLORIDA 3SI33 APPLICATION ' FOR MECHANICAL' PERMIT CALL-IN NUMBER IMPORTANT --- Applicant to complete all items in sections I, 11..111, and IV, LOCATION Slreet Address: 1693 I,INYS,, IDE COURT OF Intersecting Steels: Ielwaen SE'MINOI,F ROAD And ATLANTIC BLVD BUILDING S�b•divitioa SELVVA_ LINKSIDE,_I,OT# 12 3 _ 11. IDENTIFICATION —To be completed by all applicants 1n consideretlon of permit given for doing the wary as described in the above Nalvn*nt we hereby aq,ee to ce•tc•-n ►a;d .o•r •• a::: �s :r With the ellechpd plans end specifications which are a part hereof and in accordance w,In the Cay of JacisoX@ o,d;-a ces a•a a :a o, of good practice listed therein. Nam* of Meohanicel HEATING & AIP. Contractors CACA �6?3 Ceatract« (►lint) MANDARIN Matter Name of heportj Owner CE'NTEX HOME S:geature el Owner Signotwe of w Artkethed Agent Arckitect or Engineer , Ill. G NSLAL INFORMATION A T of heating feral: IS OTN[R CONSTRUCTION /[ING DON[ON 8acmc THIS WILDING ORSITCT XRS ❑ G46-0 V, (3 NsMrol ❑ Central Utility IF VCS, GIVE NUM/EN OF CONSTRUCTION p CIA r A[ttsatT 9507 D 00— 1V, WCNANICAL WU1NAWT TO of INSTALLED NATURE OF WORK (►ro.:de eomplefe list of eompoweate oa back of this ions) All' Residential or f Commercial Neat ❑ Space ❑ Recessed p Centnel Q Poor New Building Air Cois";O ng: ❑ Roos X CaatreI ❑ Existing BuildingJpl' j�} Replacement of existing system D- Ss'—; tDiTCT RnAPDThck.. Z l FI,EX I 0 � New Installation(No system previously installed) Waimtwss cepedty .t,..��. e.Lrrl. (3 Refrigeration ❑ Extension or add-on to existing system ❑ Other— Specily ❑ Cooii+q lose+: Capacity V Pte• ❑ five spriakiers: Nembe► of hwda ^r ❑ Eierelor C1 Maelift O Esulotot Iri+mbw) THIS SPACE FOR OFfICi USE ONLY D 604096e pll (#lumber) r (Roop"d) ❑ Tonle (camber) Remarks ❑ LPG cew/eit+an (atlmb.►1 O U•Fw+d pr "Wro V"w C) iisaw, Ionnit Approved by Rafe Pormit Fee LIST ALL EQUIPMENT AIR CANSatTiONWC AND REFRIGERATION FQU1PMENf CaciLy A 1i)Ytctj Kumbsr Vatter iC?ucslpttots 3Lods1 Number ]Eastuftufiurer TRANS U11 , PSR-3844 s } 9 { " > DEPART11IIENTOP BUILDINd < a CITY OF ATLANTib BEACH 2 PERMIT INFORMATION - LOCATION INFORMATION -- Permit Number* 9507, Addreis , 1693 LI14KSIDE COURT P ,rmit Type* BUILDING ATLANT"I BEACH , PLOR I DA 3233 C1 s o Nark; NEW ----_..�.._. L]�OAL �17ESCRIP�ION ' _.. _�- C n tr. Type: WOOD FRAME5eLc t121, Brack:; Section,. , ;5 Proposed Use: SINOL FA MILY Township. RNLI Dwellings -. 1. `cede y U. Subdivision, SELLA LI1�ICSTI�E Estimated Value : t� improv. Cost: $0,1,00 Totals 82723 44 � Un ,P° $2723 ., 44 IT _ R P ANA . + •� .• Ad.I I CAT I ON AiE+ a SAT ION STATE PERMIT $585 .00 dii�pres JOINT DRIVE ,,V NA - 2I4PAG' PEES 430 .00 3221 5W1 �f `TA'P �IS. Ir RADON GAS-R.R.S. `ic `WT, O NFORMAT N - RADON CAB. 5'%: r.n� Nance .114,' "nRZA ZSTATK��a! , C��'I,`�AL IN�'"��VE. 325. SEWER TAI' $0.0 F , ACK ILLE, FL 32216 CROSS CONNECTION $35 00, f + 0 ' -34 Ty pe: 54 SEC H 'IMPACT FEE COOT_SURCHARGE tlL6raMil,. HldCRaE4 '. M RW OCW NOTES. M; r.S NOTICE ALL CONC0eirE FORMS AND FOOTINGS MUST SE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE lNG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MU ' SLI7DT BE PLACED IN PUBLIC SPACE,AND MUS I= DIED UP AND HAULED AWAY BY EITHER CONTRACTOR OR 01NWj p LURE TO CC*PL�Y WITF�-THE N�ECHA �S' LEEN lA1N CAN_RESULT � ; PROPERTY INNER PAYING TWICE FOWBUILDING IMPROVEMENTS ." tED 4ACCORDING TO APPROVED PLANS WHICH ARE PART OF PERMIT AND SUBJECT TO REVOCATION FOR TtON OF APPLICABLE PRovisibNt OF LA' _ ATL c B Aja .,., ,PA ►y; ,M vo *0 14 ` 0022234 BY. 95 .5. DEPARTMENT'"BUILDING �iTY QF:ATLANTIC BEACH PERMIT INFORMATION .w _7-�- LOCATION ;I NF'ORMAT I ON Permit Number: 9515 Address : 1593 LINI(SIDE COURT ` Perrmi t Type PLUMBING ATLANTIC ;$EACH, 'FLORIDA 32233 " of Work, N LZOAL 'DESCRIPTION 04s t . Type, WOOD FRAME Lot •. 123 BIo'ck � Section; Proposed d Use. SINGLE FAMILY Township. RNG: Dwellings : I Code: 0Suldiviin; 'LIPIICSII3E . Es,t,.t fated Value: :Improv. Caste tC),00 Total -- Amcau� $57 .00 71 i R +�j` .,.tea _ y AT,I ON APPL I CAS I4t FEES .. PERMIT $57 .00 Add'te�s"� � IDE COURT WA . IMPACFEE p $0 .00 4.16,0 CH, PLOR PIA 'I .� "rd ?,� Ar.n, idU �dro`A.Ju�� #iYF J {TAP s Xv�!Yiq T r "+ hx wn RADON GAS-H .R x S. $0 .00 T t," Q� NPORMATTJON RADON CAB 5% 1, $0 .00 Name. ' 30N RIS PLOMBIfW .« r. , _ CAPITAL IMPROVE _. to .00 Ad Es ♦ 4 2I'TG.,.BLVD SEER TAP to.00, JA+ R A LLE, FLA. 32 210 CROSS CONNECTION $Q .00 Type. 4 SEC H IMPACT PEE CONST.SURCHARGE "ag NOTES• PAID OEC-9 6 1994 City of Atlantfo Bch; NOTICE—ALL CONCRETE FOAMS AND FOOTINGS MUST BE INSPECTED BEFORE,POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATEAE,RUBBISH AND DEBRIS FROM THIS WORK MUST NOTSE PLACED IN PUBLIC SPACE,AND MUST BE CRI CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "F, ILURE TO COMPLY WITH ,THE MECHANICS.,' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING 'IMPROVEMENTS " ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAIN. ATLANTIC BEACH BUILDING DEPARTMENT 4 OfXJot�€? o $w'00 14; Rate; 12/226/94 W, Rcpt: OW.1161 CK$ 11063 By, CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: / 1 j � IVOWNER OF PROPERTY: ��// // C BUILDING CONTRACTOR: PLUMBING CONTRACTOR ,j)QN t`- APPIR PI I IMRIN(; (-Q AND ADDRESS: P. 0. BOX 14668 TELEPHONE NUMBER: (904) 772-0000 C FC - 0 9 STATE LICENSE NO: TYPE OF BUILDING: f TYPE OF WORK: lHOW MANY OF THE FOLLOWING IXTURES INSTALLED, SINRS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS -URINALS _. DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: /`� x $3.S0 + $15.00 z $ `��c,�10 ---------------------------------------------------------------- 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 1 • 1 . + Y OF ?ROPERTY .pESCRIPTION #44,6;5 sgeati� - �Eoz�da _ot I __Block I__—----Section I_ ___ ?1GU P.VAN BOX 25---. p�C 2 21994 P.O.HUX25 • ATLANTIC BEACH.FLORIDA 32233 iubdivisIons 514�!r_l ! Bullding and Zoning TELEPHONE60UT49.2J% 'street Name f1 DESCRIPTION OF WORK ;r Addresse s_ W 3_L!r1 �_4 y e l_ ______ If in arFLOOD-HAZARD 'food Zorsesx____,--area complete page 3. Brief Descriptions S!n��5�!am!'4-pr-s-- Class pr-s-_Class of Works (New/Rerodel/Addition)-LJ-,r-�s,2______- :ONING INFORMATION Typo of • Construction I �_`' �G m _______ :cning Proposed sistriCts UsesEstimated Value a_�D��G v________ :xceptions or materials)_��.LL �r CO-------- ariances Rranteds"_—__ _ _ - ,,_ Solid or Ground l,•�Q7'�N_,�Roots �1 OWNER INFORMATION Method of Heating s 6,-l« ------ Property -_--Property Owners�,�jV'\ '�� --------- �- "ailing -- Address_,��c�-C� !^_`F('� � 1 - 50.c1��Sa h V�-�,C ! ..-......�_�.._-..__�....-__.. Zips 3 a ------- CONTRACTOR INFORMATION Contractor&_ �r �4 � G Phones "ailing (- jOt - 4� �X S . Address& -- - (Jr,v I l . $ ------------------- Zips _ Expiration - License Nuaber s C 1.�� 3 U --------------------- Dates-------------- I at•s_--_- I Nr.1KBY CERTIrT TWAT I NAE[ READ AND EXAMINED TNTC APPLICATION AND KNOW TUC SAME TO BE TRUE AND CORRECT. ALL PROVISION$ OP TH$ LAWN AND OROINAMCC9 GOVERNING TNIS TTP$ Of WO*R SILL •E •' COM/'LItO WITH, WNETNER SPECIFIED HEREIN OR NOT. TUC GRANTING OF A PERMIT DOCS NOT PRC5U"C TO ITO OIVt AUTHORITY TO VIOI.ATt OR CANGEL TNt PROVISIONS Of AMY FEDERAL, STATE OR LOCAL RuttS. v�i+ ♦. REOULATIONS. OROINANCtS. OR LAWS IN ANY MANNCN, INCLUDING THE GOVERNING OF CONSTRVCT/ON OR TRC •�+� , PERfORNANCC OF CONSTRUCTION OF TNt PROJCCT. I UNDtRRTAND THAT TUC ss4VANCt Ot THIS ►ERRIT Ir �}'•�,��: CONTINGENT UPON TNI A§0VC INFORMATION •LIMO TRUE AND CORRECT ANO THAT INC PLANS ANO SVttORTIRG DATA NAVE BEEN OR SHALL at PROVIDW AS REouIREO. 12 2 � f�1 t Ovner Signature _-____-___Date—q-z�11�k Dates___ * '�•'a,t-::• Contractnr Sinnstura_-- _ _---- FLOO.DP[.AIN DEVCL.OPHENT INFORMATION � Type of Developments---FU--- ----------------------------------- Flood Zones Required Lowest Floor Elevations- M---__� If building is located within a flood hazard zone, a survey must be made AFTER THE BLAB RAS BEEW POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established Xor that atone. No Sinal inspection will be wadi► and no oertiitoate of occupancy will be issued until the survey is on -file with the Building Department. COHHENTS2 Applicant Acknovledgew*ecsts I understand that the issuance of this permit is eont1nogent upon the . above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance Ito. 23-7-11 and all other laws or ordinances affecting the proposed development. Date---__ Applieant•s Signature-------------------------- -------------------------------------------r.:,------.. Department Use Riquired Lowest Floor Elevation ----------- As% Built Lowest Floor Elevation ................. Survey Filed with Building Department ----------- - Building DepartmentRvpr�vsentative page 3 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. BATHROOM GROUP CONSISTING OF _SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY b BATH (8) TUB OR SHOWER STALL (6) �WATEA CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) _,/ URINAL WALL LIP (4) //SHOWER GROUP PER HEAD (3) 9�FLOOR DRAIN (1) ,-'SHOWER STALL DOMESTIC (2) /LAUNDRY TRAY (2) _LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) _A�POT, SCULLERY SINK (4) _,DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE _DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) ,.„LURINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) _COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET -,�DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY _ ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) ._LAVATORY, SURGEONS (2) _„JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS_•, .1 @ $20.00 EACH JOB INFORMATION__Z� f r�•�.�s� �� 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: 123 SL 2 BUILDER: CENTEX AND ADDRESS: 1693 LINKSIDE CT N PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT N0. 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. 1344 .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 138.90sgft 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 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30.00 , 1344 .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: 0.88 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. 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 �i��, �\ this building will be inspected for PREPARED BY: ( J compliance in accordance with Section DATE: (-2-a3-gtf 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: iDATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 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 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0 .0 ix-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17.0 SEER. . . . . . . . . . . . . . . . . . . . . . 10. 0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6 .8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0. 88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: �LZoSak,Kynoti..�cko, _5 , Signature:_ w Date: city/zip Florida E ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 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: 123 SL 2 BUILDER: CENTEX AND ADDRESS: 1693 LINKSIDE CT N PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: ll_) 21_1 31_I OWNER: CENTEX PERMIT N0. 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. 1344 .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 138.90sgft 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 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1344 .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: 0.88 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. 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: CQJ BUILDING OFFICIAL: DATE:- 13-- DATE: 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: 123 SL 2 BUILDER: CENTEX AND ADDRESS: 1693 LINKSIDE CT N PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT N0. 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. 1344.00 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 138.90sgft 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 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11 .00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1344 .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: 0.88 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. 98.06 a. Total As-Built points 19a. 26080. 76 b. Total Base points 19b. 26597. 96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: Q� �] compliance in accordance with Section DATE: 553. 908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: C Ck_A e Qp. BUILDING OFFICIAL: DATE: a a3 -cj y! DATE: ******************************************************************************* SUMMER CALCULATIONS BASE -__ _-= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 80.40 65.8 5290 . 3 DBL CLR N 15 .0 38 . 3 .94 537.2 DBL CLR N 42 .0 38 . 3 .94 1504.0 DBL CLR N 11. 7 38. 3 .94 419.0 DBL CLR N 11. 7 38. 3 .94 419. 0 E 9 .00 65 .8 592.2 DBL CLR E 9.0 79. 7 .94 677 .8 S 28.50 65.8 1875.3 DBL CLR S 24.0 66.2 .90 1432 .6 DBL CLR S 4 .5 66.2 .90 268.6 W 21 .00 65 .8 1381 .8 DBL CLR W 15 .0 79 .7 .94 1129.7 DBL CLR W 6.0 79.7 .94 451.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 ------------------------------------------------------------------------------ . 15 1, 344 .00 138. 90 1 .451 9, 139.62 13,265.28 6,839.83 - -------------------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 .0 . 9 849.6 Ext Wood Frame 11.0 944. 0 1. 70 1604.8 Adj 149.0 . 7 104 .3 Adj Wood Frame 11.0 149.0 .70 104 .3 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 1344 .0 .6 806.4 Under Attic 30. 0 1344.0 . 60 806.4 FLOORS--------------- Slb 147 .0 -37 .0 -5439 .0 Slab-on-Grade .0 147 .0 -41.20 -6056.4 INFILTRATION--------- 1344 .0 8 .0 10752 .0 Practice #2 1344 .0 8.00 10752.0 TOTAL SUMMER POINTS 20,511.80 14, 182 15 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 20,511.80 . 37 7,589 . 37 1 14, 182 . 15 1.00 1. 100 .340 . 860 4,561.55 WINTER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 80.40 -10.6 -852 .2 DBL CLR N 15.0 7 .3 1 . 10 120. 1 DBL CLR N 42 .0 7 . 3 1. 10 336.2 DBL CLR N 11.7 7 .3 1. 10 93.7 DBL CLR N 11.7 7 . 3 1. 10 93.7 E 9.00 -10.6 -95.4 DBL CLR E 9 . 0 -9.2 .84 -69.3 S 28.50 -10.6 -302 . 1 DBL CLR S 24 .0 -28.4 .96 -652. 1 DBL CLR S 4 .5 -28.4 .96 -122.3 W 21.00 -10.6 -222 .6 DBL CLR W 15 .0 -9 .2 .84 -115.5 DBL CLR W 6.0 -9.2 .84 -46.2 ----------------------------- ------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 344 .00 138 .90 1.451 -1,472 .34 -2, 136.96 -361.59 NON GLASS------------ AREA x BWPM = POINTS ( TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 .0 2 .2 2076 . 8 Ext Wood Frame 11 .0 944 .0 3.70 3492.8 Adj 149.0 3.6 536.4 Adj Wood Frame 11.0 149.0 3.60 536.4 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 1344 . 0 1 .2 1612 . 8 Under Attic 30.0 1344 .0 1.20 1612.8 FLOORS--------------- Slb 147 .0 8.9 1308.3 Slab-on-Grade .0 147 .0 18.80 2763.6 INFILTRATION--------- 1344 . 0 7 .4 9945.6 Practice #2 1344 .0 7 .40 9945.6 TOTAL WINTER POINTS 13,817 .44 18,382 .21 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 13,817 .44 .55 7,599 .59 1 18,382 .21 1.00 1. 100 .500 1.000 10, 110.22 ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ ( __= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803 .0 11,409.00 40 .88 1 .000 3803 .0 1.00 11,409.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ ( __= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 7589.4 7599.6 11409.0 26,597 .96 4561 .5 10110.2 11409.0 26, 080.76 ***************** * EPI = 98.06 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 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 1 --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10. 0 SEER 17.0 SEER. . . . . . . . . . . . . . . . . . . . . . 10. 0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I -------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . 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: w•(t (�� Signature: Date: city/zip Florida E 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 : 123 SL 2 ADDRESS : 1693 LINKSIDE CT N CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1344 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida ! 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 20515. 78 STRUCTURE SENSIBLE 9713. 939 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 13893.94 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000 .00 DUCT LOSS 1025.79 DUCT GAIN 1689.39 TOTAL LOSS/BTUH 21541.57 TOTAL SENSIBLE 18583.33 TOTAL LATENT 12020.99 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4308.31 20% SENS.OVRSZE FTR: 3716.67 ACTUAL + 20% OVERSIZE: 25849.88 ISENS. + 20% OVERSIZE: 22300.00 -------------------------------------------------------------------- * 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 GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 15 .00 435. 00 690.00 West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 East Double Clr Drapes/Blinds 1 9.00 261 .00 414 .00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 North Double Clr Drapes/Blinds 1 15.00 435.00 240.00 North Double Clr Drapes/Blinds 1 42 .00 1218.00 672.00 North Double Clr Drapes/Blinds 1 11 . 70 339.30 187 .20 North Double Clr Drapes/Blinds 1 11.70 339. 30 187.20 South Double Clr Drapes/Blinds 1 4 .50 130.50 112 .50 Infiltration : Winter Htm ( 29.4 ) x 138.90 4083 .66 Infiltration : Summer Htm ( 7 . 74 ) x 138.90 1075.09 --------- --------- --------- Window Frame : Metal SUBTOTALS: 138.90 8111.76 4453.99 R-Value Area Loss/Btuh Gain/Btuh --------------------------------- Wood Stud - Ext. 11 944 .00 3398.40 2360.00 Wood Stud - Adj . 11 149.00 536.40 253.30 --------- --------- --------- SUBTOTALS: 1093.00 3934 .80 2613.30 D0 0 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( 29.4 ) x 39.80 1170. 12 Infiltration :Summer Htm( 7 .74 ) x 39. 80 308.05 --------- --------- --------- SUBTOTALS: 39.80 1959. 18 496.21 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1344 .00 1747 .20 2150.40 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 147 .00 Lin.Ft. 4762.80 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 20515.78 16893.94 ------------------------------------------------------------------------------- srINANClla1161ftIN11tJG(J N N M �ofice of commencement W (►RVAAC IN OU►LIQATC) N Book 7991 Pg 2059 '-� To whom it may concefnt > The undersigned hereby Worms you that Improvements will be made to certain real properly, and in 0 accordance with section 713,13 of the Florida Statutes, the following information Is stated In this NOTICE 9 OF COMMENCEMENT, U _1 h Description of property �Q.1------a 2)_ Se lea- �.1 � S_�4 -_ ----tGq.3..___�=�.�K_�; ------------------------------------------------- c According to platc thereof''recorded in plat hook 7 pages �S_�S of the current public records of•Duval- County -Florida. - - -- V) General description of improvements ---------------------------------------------------------------------• W Construction of Single Family Residence with Garage on concrete slab Q ----------------~------------------------------------•-----------------------•---------------------------• O V Centex Real Estate Corporation Attn: Arthur Day Owner ---------------- a 6620 Southpoint Dr. S. Suite 400 Jacksonville Florida 32216 [ Address •------------------•------------------------•--------_---------------------------------.---.---- o ---E.ee`_Simple Owner's interest in site of the improvement --------------•--------------------- v Fee Simple Title holder (if other than owner) _______________________________•..-•-___-•__---__•-•_--_-_-____. D Name ---- •------------.,.------------------------Ak:___.ZS9•i...----- 1112d Address ---•---------------------------------------•-----------------------------FO4 ef# 4 2 0 1 29 9 Contractor __ 0ne• as. owner•--_-•--• -----------�•----------------•__-- 0/8/94 _ 0807:52 ar,_._ . -•- . .._. CLERRKK CIRCUIT COURT Address ------------------------------------------------------------------------ AI.rwylX -F6------... EC. f 6.00 Surety (if any) -------------•------------------------------------------------------------------------------ iAddress -----------------------------------------------------------------Amount of bond $-------------- 1 Name and address of any person making a loan for the construction of the improvemegts. a Name ----------------------------------------------------------------------------------------------------- Address ----------------------------------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be urvedt Metropolitan Title & Guaranty Cc I Name ---- ... ....---------•--------------------------------------................... 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 ------------------------------------------..---------------------------------- -------------------• • RESER TO LAYOUT DIWENSION IS TO rw0E OF GIRDER. 24''4" 12'-81, c < M1' hwt< M m F � eu 2 • OF 12d MAILS i8 4 U 1 O T TOP CHORD S • BOTTOM CHORD i8 1 11 T9 F4 Simpson Strong-Tie cnpsan erOng- Me UWALL MALE Is rASTEt4:RS a EACH END Or STRAP n m N o i h N -_ K%L1W r 14-IOd NIF n -I Od Q4 rxl N ^y n ' L r 2 PLY NIN OR I PLY Y/SAME SIZE L GRADE SCAB M O H q 14-f Ma TO BACK SIDE 24' LANG Y/ 12d a 2' O.C. �V mnv cow UPLIFT HANGER oaWNLDAD UPLEFT H1 NTS12 1000# U2 HUS-26 2751#1 1299' >� TYPICAL LW 55 NG"It? Tfi __ Ir ( + $c 6UILM /MAAf;I;M5PON5I LITY T4 t0 MF9 t0 5W50N CATALOQf SOP I COW.M IN%A IMION CAUI( $95. - T3 ' c� Al.l. WL5 TO x 9j2PI.V9 LN NIM, 3/70-5 e113 ti,,4„ y. 9,,8 v w z ROOF FRAMING PLAN "� o N In W NOT TO SCALE sHEEi 1 OF 2 1 1 / O �D OD � 1 1 O `3 G) y O y Co a � � o l EoDESIG L 5 ' CHK BY HOLMES L U/'MBER P�: 270xf VArOJU5 oTRUSS C�0. PR CT:110 6550 ROOSEVELT ROOSEVELT BLVD4 PHONE (904772-6100 FAX32904 772-1973 1b: 4- 9 T T '4" HIPS 7-SQ THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. "OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 860 850 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 21.04 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) . fi HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC) --------------------------------------------------------------- 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS GUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER x*x H5 - -455#(Jacks Only) I HUS26 - + 27510 -12861(1Od 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -15501106d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42991 -1660#(10d 2ply) MTT28B - -37860(2 Each 10d)II HHUS48 - + 51800 -20001(16d 2ply) MTT288 - -44551(2 Each H6(j)1 HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 21 '4" T 5 3X45 m - 1.5X3 1 .5X3 .1 6 C�;;- m 4X5(A2) 4X5(A2) B' 'p- 1-2- -+- 21 '4" 2 -� R=2139# W=3"8 578# 578# R=2139# W=3"8 TAG = T5 SED: 79108 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. tPUS SES PEOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF 2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING iN HANDLING. ERECTION AND s f TC OL 7 .0 PSF DATE 12/02/94 \Ut�_IV DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ' n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DST88 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT GRACING RE u - ` ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG 0 A446 OR B EXCEPT AS NOTED_ APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED MITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 W BC LL 0 .0 p SF L J S CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = STATE OF T O T.L D. 47 .0 PSF 0 A LEN. 21-4-0 q10� CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q•� DUR.FAC. 1 .33 114 ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE '��` - ---------- SPACING SEE ABOVE TYPE hips 1b. (4-3592) LOT IT2 21-4- Hip 9'Sb TH12 OWG. PREPARED FROM COMPUTER INPUT LOADS 6DIMENSIONS)-SUBMITTED BY TRUSS MFR. l0P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 470 470 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 21.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED 1 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift --------------------------------------------------------------- **x UPLIFT *** I *** HANGER *xx H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MT512 - -2000#l2 Each I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -3786#(2 Eachl (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT280 - -4455#(2 Each) (16d)1 HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688# Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +133350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS i` 9 314 9� 4X6 4X (R) T m = 1.5X3 1.5X3 � 6 J Q 3X4 (Al) X4 (A 1) X4 3XX78 21 -4" 2 -� R=1156# W=3"8 R=1155# W=3"8 'L = T10 SEG: 79116 TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF x IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN d1l TC DL 7•0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS18B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 200A DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 •0 PSF DRWG AAAB GR 8 EXCEPT AS HD/E0. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF LJS CONNECTORS PER DRAWINGS 130. 150 C ISO&-F. DESIGN STANDARDS WITH PROPERLY ATTACHED PIO70 CEILING -- SEE TOT.LD. 47 .0 PSF O/A LEN. 21-4-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEEP'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERP SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 3 IN ONLY• AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �TMAI;p ATF INSTITUTE. ROS- 1991 NATIONAL DESIGN SPECIFICATION FDR 11000 CONSTRUCTION �•N NTNNN�N�1 SPACING 24 0�� 7 YPE I(]S ,b:-(4-3592) LOT T3-21'4" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ;OT CHORD 2x4 SP 02 N UPLIFT (LB): 470 470 WEBS 2x4 SP 03. BRG.LOC (FT): 0.00 21.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- IUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift NNN UPLIFT NNN I NNN HANGER NNN H5 - -455#(Jacks Only) 1 HUS26 - + 27510 -12860(10d 1ply) MTS12 - -1000# 1 HUS25 - + 3315# -1550#(16d !ply) MTS12 - -2000#(2 EeCh) I HHUS48 - + 4299# -1660#(fOd 2ply) MTT288 - -3786#(2 Each) (SOd)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (16d)� HGUS48 - + 66400 -2199#00d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) ( HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1018" 10'8" 4X4 IT, 1.5X3 !I1 .5X3 Fo 6v Ln 3X4 (A i) 3X4 (A i) ---I!hB X 3X7 �2' 214 ' _I_ 2 R=1156# W=3"8 R=1155# W=3"8 (AG = T42 SED: 79118 M. TYP.-ALPINE DESIGN CRIT=TPI QTY 2 TOTAL = 2 REV. 17.2m SCALE =0.2500 �1 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF {G *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND �n\\JVn TC DL 7 .0 PSF DATE 12/02/94 \vA"N DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � �� ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , us - ALPINE CONNECTORS ARE MADE OF 206A GALY. 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 - 55606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL OO PSF L J S CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.LO. 47 .0 PSF Q/A LEN. 21-4-0 CONFORM W/APPLICABLE PROVISIONS OF NOS¢ TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C o P P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ORI q. DUR.FAC C. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONIRACTDR, i F INET'.`` ` SPACING 2 4.C" c o m n N--TPI • TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �',,I.11 . TYPE )UL-14-3592) T T4 '4" Common THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 'OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 470 340 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 21.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON.OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -4550(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) { HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d) HHUS48 - + 51800 -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(IOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'8" - 1. 10'8" 4X4 m 1.5X3 1.5X3 m s p in 3X4 (A1) X4 (Ai) X 3X7 21 '4" R=1165# W=3"8 R=993# W=3"8 TAG T35 SED: 79121 DLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL = 2 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/02/94 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-91 BY TPI. SEE THIS DESIGNus �11(1111je�� TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , v ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM WIREMENT9, UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG Aub OR 8 EXCEPT AS NOTEO. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED W17H PROPER 5806 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 47 .0 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 C 1SOA F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.L D. `�7 •O PSF O A L E N. 21-4-0 CONFORM M/APDLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/1/91) FOR PROPER O RIDp ' P, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .�' �. Q•� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�'�`` . ■--TPt - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION SPACING 24.0" TYPE c o m n )b: (4-3592) T 5 7' HIPS V T 4'8" SB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. FOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 112 N :82 2x4 SP #1 Dense: UPLIFT (LB): 220 240 220 WEBS 2x4 SP 03 BRG.LOC (FT): 0.71 6.00 16.71 Lt Wedge 2x4 SP 03: 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) . PHIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED BUILDING (1991 SBC) )NLY. DO NOT USE WITH PLASTER CEILING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 91 HIP DESIGNED TO SUPPORT 04-08-00 JACKS AT LEFT END. (+)-Gravity (-)-Uplift JACKS HAVE NO WEBS. --------------------------------------------------------------- **x UPLIFT *** I *** HANGER *x* RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 - -4550(Jacks Only) I HUS26 - + 2751# -12860(10d Sply) GUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 331511 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) CONTRACTORS WARNING: MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) %T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688# Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(164 3ply) - -------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS L4,8„ ��, 12'4" _I 4X5(R) 1.5X3 3X4 1 .5X3 6 m 3x7 m 2X4 (Ai) CO 49 Co10' � � c (L IIm CO 8' �m 5'5"4 — 10' 10"4 X4 3X3 2, — �T� 17' R=497# W=3"B R=7803#XW=3"B R=474# W=3"B TAG = Til SED: 79126 ?LT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL - i REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 TC LL 30 .0 0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND •—• n 1\ DEVIATION FROM iHI3 DESIGN OR THESE SPECIFICATIONS. OR ANY GRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN �l�'t,us 11�'�.� TC DL 7.0 PSF DATE 12102194 n \\UTv`VI�V\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 20CA QALY. STEEL 14EETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10 .0 PSF DRWG O AUB 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 W BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE - STATE of T 0 T.L D. 47 .0 PSF D/A LEN. 1 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PPOPER S I D Rt0 P Q ` SEAL ON THIS DRAWING APPLIES 10 Tiff COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS EPECTION CONI0 TOR. INEt^-, SPACING SEE ABOVE D V E spec ^• - •--•^ ••� ••K•••,••� < . .-o. WATTMAI W41"R r.1Ft1ATtM FnR Mn X1 eoNSTRlcltoN �.t1,1,1`. TYPE Ib' (4-3592) j T6 10' 11"8-HIPS SR SL THIS OW0. PREPARED FROM COMPUTER INPUT (LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. OP CHORD 2x6 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )OT CHORD 2x4 SP 01 Dense UPLIFT ((L8): 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 10.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED 'HIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING --------------------------------------------------------------- )NLY. DO NOT USE WITH PLASTER CEILING. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS I RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+)_Gravity-(-)-Uplift-------------------------------- 1UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IFN* UPLIFT *** I *N* HANGER N** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 . + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)) HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �sF 10' c 3"8 �8' 10' 11"8 X3 3X3 �- 10' 11"8 — R=5150 W=3" R=515# W=3"8 TAG = T18 SEO: 79134 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL 1 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMP 0 R T A N T H*SHALL NOT BE RESPONSIBLE FOR ANTWARNING IN HANDLING, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN 1�VS"E�� T C DL 7 .0 PSF DATE 12/02/94 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 GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - 8C DL 10 •0 PSF DR W G O A445 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 0 .0 W 8C L L PSF L JS CONNECTORS PER DRAWINGS 130, 150 C 180A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE o1- = T 0 T.LD. 47 .0 PSF D A LEN. 1 0-1 1-8 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 RIO SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INEYkS,.` ` "--TPI . TRUSS PLATE INSTITUTE. NOS " 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ��`N11 n "� SPACING 24.0" TYPE spec ib: (4-3592) T T HIPS SR SL THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. 'OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. IOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 10.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED :NO VERTICAL MAY NOT BE EXPOSED TO HORIZONTAL WIND PRESSURE. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS I RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity H-Uplift 1UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- KKK UPLIFT RNM I KKK HANGER WWM H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d Sply) MTS12 - -1000/ 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 -2000#(2 Each) I HHUS48 - + 4299/ -1660#(Iod 2ply) MTT28B - -37860(2 Each) (10d)) HHUS48 - + 5180# -20000(16d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16(1 3ply) --------------------------------------------------------------- �_2'7"8 --- --6' "IN 2'2F.FER�E HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X5 X5 6 J 2x2 X2 m °O ^ m to in v L0 Ln e' X4 10' 11"8 — X3 3X3 10' 11"e -� R=515# W=3" R=515# W=3"B TAG = T19 SEO: 79140 ?LT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL a i REV, 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F M IMP 0 R T A N T X M SHALL 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 DESIGN �11'US"�� TC OL 7 .0 PSF DATE 12/02/94 ^ \\\V\VVILv\ 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 OL 10 .0 PSF DRWG O 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 PLYWOOD SHEATHING, BOTTOM CHORD W BC L L 0 0 PSF L JS CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT.L D. 4 7 .0 PSF D/A L E N. 10-11-B CONFORM W/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 .' �, 0 RIO Q P`.; DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. /NEEP`' TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ��N�Nit,�N��•` SPACING 24.0" T YP E spec 4- T MN V T DROP GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS-& DIMENSIONS) SUBMITTE BY TRUSS MFR. OP CHORD 2x4 SP 02 N **WARNING! 2 UNPLATED JOINT(S)** IOT CHORD 2x4 SP #2 N WEBS 2x4 SR #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 200 250 200 BRG.LOC (FT): 0.00 6.19 12.38 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) IUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED --------------------------------------------------------------- CONTRACTORS WARNING: TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS HIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS (+)-Gravity (-)-Uplift ,T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING --------------------------------------------------------------- NSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -2000#(2 EachHHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -37860(2 Each (10d)� HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (16d) HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS (� 6'4P .�� 6'4P _I f 4X4 T 1.5X3 - 1.5X3 Q s p 9'8"3 tv 1 4 4X5(R) m � 4X5 (R) 6'4" -{- 6'4" 5-4" T 12'8" _I R=163# W=3"8 R=864# W=3"8 R=163# W=3"8 -AG = T7 SED: 79279 )LT. TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL - i REV. 17,2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PERUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t WxIMPORTANTM*SHALL NOT DE RESPONSIBLE Fon ANr ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN � VS •,� TC OL 7 ,0 PSF DATE 12/02/94 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 OUIREMENTB. UNLESS OTHERWISE INDICATED, TOP _ BC OL 10 .0 PSF DRWG A448 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL OF LATERALLY BRACED WITH PROPER _ 5606 _ 0 .0 PSF L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LL CONNECTOPS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T O T.L D. 47 .0 PSF O/A LEN. 12-8-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER RI�� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q DUR.FAC. 1 .33 IN OILY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, TPI " TRUSS PLATE INSTITUTE. NOS" 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ''��I �•• SPACING 2 4.O" T YPE spec lob: 4-3592) LOT T MN V T THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 IMENSIONS 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): 340 330 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 12.38 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 ------------------- ---------------------------------------- **x UPLIFT NNN I NNN HANGER NNN H5 - -455#(Jacks Only) HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -10000 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) HHUS48 - + 4299# -16600(IOd 2ply) MTT28B - -3786#(2 Each) (SOd) HHUS48 - + 51800 -20000(164 2ply) MTT288 - -4455#(2 Each) (16d)l HGUS48 - + 6640# -21990(104 2ply) 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 6'4 ' -�• 6-4" — •1 4X4 m fa cn 6 4X5(R) 2X4 (A i) 1'9"3 X4 (A 0 4.3 d 4 -L . 4X5 (R) R=748# W=3"8 R=748# W=3"8 TAG = T20 SED: 79270 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL - 2 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF (� m I MPO R T A N T x x SHALL 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 11 E'% T C OL 7.0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , vUs '�. 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 TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER Z TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606M BC LL 0 .0 P SF L J S CONNECTORS PER DRAWINGS 130. 150 C 1GOA F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF T 0 T.L D. 47 .0 PSF O/A LEN. 12-8-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO* Q?` IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' F INEER`'., DUR.FAC. 1 .33 .__. . - .,.-."...e ,-.,. .= M . 1 MATIMM11 nralr.M iP9r1FTCAY1nM FnR Wnnn MMOTRIrtmu �N4111W,' SPACING 24.0" TYPE spec 0: (4-3592) LOT T9 MN V T THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP 02 N UPLIFT (LB): 340 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift ------------------- --------------------------------------- xm* UPLIFT KKK I *KK HANGER *KK H5 4550(Jacks Only) I HUS26 - + 27510 -12860(10d !ply) MTS12 - -10000 HUS25 - + 33150 -15500(16d iply) MTS12 - -20000(2 Each) HHUS48 - + 42990 -16600 10d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000116d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -2650006d 2ply) CS150 16500(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS — 6-4- •I- 6-4" ---� 4X4 m in m 6p 4X5(R) m 2X4 (A1) m X4 (A i) d4 4'3 4X5 (R) �---2' --�-- 5-4- 2 5'4 12'8" _I R=765# W=3"8 R=579# W=3"8 AG = T36 SED: 79272 'LT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 5 TOTAL 5 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUTRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING• ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HtS-91 BY TPI. SEE THIS DESIGN e,. TC OL 7.0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - .10\\ ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10 .0 PSF DRWG OARAB GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - O O PSF L JS TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LLCONNECTORS PER DRAM[NG$ 130. 150 C 160A-F. DESIGN STANDARD$ WITH PROPERLY ATTACHED PIG10 CEILING -- SEE T 0 T LD. 4 7 O PSF D A LEN. i2-8-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERR�SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ouR.Fac. 1 .33 IN ONLY, AFD SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ,. _._._.... -_---••------._..._..___.._____._.__.._.. SPACING 24.0" TYPE spec 1 : 4- 5 T T10 24'7"8H PM DROP GA 4'SB THIS DWG. 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): j WEBS 2x4 SP 03 BRG.LOC (FT): j UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. --------------------------------------------------------------- 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 *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d )ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d iply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT288 3786#12 Each) (1Od)1 HHUS48 - + 5180# -20000(16d 2ply) MTT288 -44550 2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -26500(16d 2ply) CS150 - -16500 Each) HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--4' 20'7"B —I s _AX5 (R) X4 2.0.4 3X4 (D!) 21 121 19 —9=4 8' a 3.64 5(R) �—3'7"8 • -■ 21 ' _1 24'7"8 R=i58# W=3"8 R=103 plf W=21 ' TAY T . SED: 79320 PL TY -ALPINE DESIGN CRIT-TPI OTY - i TOTAL - ! REV. 17.2m SCALE =0.2500 t *IMPORTANT** ALPINE ENOT BE RES�IS�IBLLE fOR AN' TRUSSES LING,REQUIRE EXTREMREVIOE CARE 12/02/94 TC LL 30 .0 PSF REF ARMING IN HANDLING. ERECTION ANO OEYIAiION fROM iN(S OESiGN OR THESE SPECIFiCAi[ONB, OR ANY BRACING. 6EE HIS-91 BY iPl. SEE iMiS DESIGN � f��. TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` uSALPINE CONNECTORS ARE NAGE OF 20GA GALY. STEEL MEETING ASTM OUIREMENT9. U1A.E59 OTHERWISE INDICATED, TOP7:1_ - BC OL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 55606 _ O O PSF L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHOnO W BC LL CONNECTORS PER DRAWINGS 130. 150 C 16OA-F, DESIGN STANDARGS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF .: T O T.L O. 47 .0 7 •0 PSF O/A LEN. 24-7-8 CONFORM W/APPLICASLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �. 0 RIO Q DUR.FAC. 1 .33 IN ONLY, AND SMALL NOT 0E RELIED UPON IN ANY OTHER NAY. DESIGN TO TIE TRus9 ERECTION CONTRA[TOR. �� INEE'',. SPACING 24.0" T h 1 p m _. __ ..__ .--. .....-.... ...........r+...........•"n uwnn nn.,n.rw x•..nu ��ll/r.r1�� ]b: (4-3592) T / Tit 24*7*'8 HIPM VLT 6'SQ THIS DWG. PREPARED-FROM-COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T2 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP #2 N UPLIFT (LB): 540 410 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.38 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 ------------------- -------------------------------------- WNW UPLIFT MMM I WWM HANGER MINI H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d (ply) MTS12 - -1000# 1 HUS25 - + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(IOd 2ply) MTT288 - -3786#(2 Each (100)1 HHUS48 - + 5180# -20000(164 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21990(104 2ply) MST60 - -4688#(Per 2ply) I HGUS48 + 8000# -2650#(164 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) - --------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6' ►�- 18'7"B T 6X6 3X4 Tf.5X3 m 2,4,3 Q 6 p 9 m 3X6(A i) 3X5 4X5 Xi i . 3 I � B a 3.6 5X7 2' -}-3'7"B 21 ' 24'7"8 R=1332# W=3"8 R=1135# W=3" PLT. TYP,-ALPINE DESIGN CRIT-TPI OTY = 1 TOTAL i REV. 17,2m SCAALE7=0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE 6PECIFICATIONS, OR ANY BRACING. SEE MI0-91 BY TPI. SEE TN15 DESIGN 9,.,: ' " �' TC DL 7 .0 PSF DATE 12/02/94 n \\\v\VA`JIAv\ FAILURE TO WILD THE TRUSS 1N CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ' ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG A446 GR 8 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 C140M BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130, 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - T O T.L D. 4 7 .0 PSF O/A LEN. 24-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERR 11, SEAL ON THIS DRAWING APPLIES TO 111E COMPONENT DEPICTED"ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' ' DUR.FAC. 1 •33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY ODER WAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR. �� r,PAf.TNR 24.0" TYPF sQec 0' 4- 9 LOT T12 24'7"8H PM V T 8'SB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP #2 N UPLIFT (LB): 530 420 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.38 UPLIFT BASED ON 10,00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift ------------------- ------------------------------------- *N* UPLIFT MM* I *** HANGER MMM H5 = -455#(Jacks Only) I HUS26 = + 27510 -12860(10d 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d iply) NTS12 = -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -3786#(2 Each (!Od)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 + 80000 -2650#(16d 2ply) I CS150 = -1650#(Each) HGUS5.5= +113350 -39450(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- B' }� 167"B 6X7 3X4 X T m = e 1 .5X3 m v 9 3X6(A 1) X X X 121. 3 a 3.65X 14 �2 +-3'7 '8 +� 21 �- 24'7"8 R=1332# W=3"8 R=1135# W=3" "AG = T33 SEO: 79284 )LT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF (�2 *I M PORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND n I\\\(vVl DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � j C DL 7 0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , �us - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10 .0 PSF DRWG A416 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND MESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWO00 SHEATHING, BOTTOM CHORD 5606 N BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF j Q T.L D. 47 .0 PSF O/A LEN. 24-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER CO RIO P' P ` SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THE$ Q' DUR.FAC. 1 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INE5PS, .�. ...,,.,F9" SPACING 24.0" TYPE spec ob: (4-3592) T T13 24'7"8 HIPS V T R 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): 530 420 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.38. 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 --------------------------------------------------------------- 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. M-Gravity (-)=Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. *** UPLIFT *x* I *** HANGER xx* MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) I HUS26 - + 27510 -1286#(iOd 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(fOd 2ply) MTT288 - -3786#(2 Each) (1001 HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -44550(2 Each) (16d)1 HGUS48 - + 66400 -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) i HGUS5.5- +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS m 4X6 1.5X3 (R) X2 (A) T fn 3X5 !° v 6 F'- to t m 3X6 (A1) 3X4 3 X4 X10 9 a 3.6 5X68 1-2' +-3'7"8 -+- 21 �• 24'7"8 R=1332# W=3"8 R=1136# W=3" TAG = T32 SEO: 79287 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *I MPO R T A N T XN SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN ��US f'' TC DL 7 .0 PSF DATE 12/02/94 A FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREIffNT9. UNLESS OTHERWISE INDICATED. TDP - _ BC DL 10 0 PSF DRWG A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY DRACEO WITH PROPER 5BOB TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM C101D N BC LL 47 . 10 •0 PSF L JS CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF = T O T.LO. 4 7 .0 PSF O A LEN. 2 4-7-8 CONFORM W/APPL ILABIE 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. FURNISH A COPY OF THIS �. �,,t,Q � IDUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � - - •.-"a�•� •.K**•„*� NRQ- 1RRI NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" T YPE spec lob: (4-3592) T T14 24*7"8 HIPS V T 12*SB 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 02 N UPLIFT (LB): 520 420 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.38 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 ------------------- --------------------------------------- N*x UPLIFT MNM I WWW HANGER NWM H5 - -455#(Jacks Only) I HUS26 - + 2751E -1286#(10d iply) MTS12 - -1000# 1 HUS26 - + 3315E -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) - ------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �• 12' 9'4" — 3'3"8 4 3X4 4X (R) 3X5 m 4X4 T 6p 0000 L m 9 3X6(A 1) 3X7 3X4X8 1.W3 d 3.6 5X7 �8 I _2' +-3'7"8 21 �24'7"8 R=1332# W=3"8 R=1135# W=3" PLa SED: 79290 TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF f� *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN ��'VS"e��.� TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS 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 10 .0 PSF DRWG A446 GR 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 W BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130, 150 C i60A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED R1GI0 CEILING -- SEE - STATE OF - T 0 T.L D. 47 .0 PSF D/A LEN. 2 4-7-B CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0 RID P P'� SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS % F Q " DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE„'��` "--TPI - TRUSS-PLATE INSTITUTE, NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '��/I 1. o” SPACING 24.0" TYPE spec )b' 4- T T15 24'7"8 HIPS V T 14' THIS DWG._ PREPARED FROM COMPUTER INPUT (LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. "OP CHORD 2x4 SP 02 N : T1 2x4 SP t1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 520 420 WEBS 2x4 SP #3 BRG.LOC. (FT): 0.00 24.38 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 --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. x1111 UPLIFT *xx I *K; HANGER *mx OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455/(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply) MTT288 - -3786/(2 Each) (1001 HHUS48 - + 5180E -20000(16d 2ply) MTT28B - -44550(2 Each) (1601 HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �• 14' 5'4" —,--5'3"8 --{ 4X6 4X (R) Ti 3X4 m 4X4 (A) T v 6 p ID Do r` Cn 9 3X6(A 1) 4 3X8 1 . 3 3X48' a 3.6 5X7 f 2 --—3'7"8 -+• 21 �• 24'7 8 -I R=1332# W=3"8 R=1135# W=3" TAG = T4 SEO: 79292 DLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF t XIMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1' �'�, TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , us �ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG AMB 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 L L 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.L O. 47 .0 PSF O/A LEN. 24-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER O RID P: 1 . 3 3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'; IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INEEarD , OUR.FAC. .. __. .,..� _ Leo. nFRrnH eocrmrrArraN F.R Wr"f0 r.Nc.. ..RM �r11.11,``` SPACING 24.B" TYPE spec 0b: (4-3592) LOT T 16 21' HIPS 16-SE3 SR SL THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N : T3 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 350 WEBS 2x4 SP #3 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) 1X4 -T- BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH --------------------------------------------------------------- Bd NAILS 0 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. Iota♦ UPLIFT xxx ( xxx HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) 1 HUS26 - + 2751# -1286#00d 1piy) MTS12 - -1000# I HUS26 - + 331501 -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 429901 -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +1133501 -3945#(16d 3ply) --------- ---------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 12'4"S -�- -}.. 7 3--8 ---� 4X5 (R) 4 X (R) p m 6 3X4 X4 v r` (A) n 3X5 T3 CD T � 1'1'15 X 32XF4 3X4 9 21 ' 1. X3 R=987# W=3" R=987# W=3"8 1 .5X3 TAG = T3 SED: 79181 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - 1 REV, 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF XXIMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING, EPECTION AND (�),\ US TC DL 7 .0 PSF DATE 12/02/94 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �`' �� 1 FAILURE TO WILD THE TRUSS 1N CONFORMANCE Mt1H OSTBB BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE - ` ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM WIPEMENTS. UNLESS OTHERWISE INDICATED. TOP0 - - BC DL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHDRO 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 P SF L.JS CONNECTORS PER DRAWINGS 130, 150 C )SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -• SEE - STATE of T 0 T.L D. 47 .0 PSF 0/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS O TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER T 0 RIO P P; 1 .33 SEAL ON tH13 DRAWING APPLIES i0 THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F 9- DUR.FAC. IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, rNEE„', SPACING 24.D" spec — - 1— ..._ .-,.....� — - .001 NATTMAN AFRTGN SPFCIFICATTON FDR WOOD CONSTRUCTION ''+rN ,"" TYPE DO: (A-35921-- T T17 '4" HIPS DROP GABLE 4*SB SR 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): WEBS 2x4 SP #3 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. --------------------------------------------------------------- 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 *N* i *** HANGER *** H5 - -455/(Jacks Only) I HUS26 - + 2751/ -1286#00d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT280 - -3786#(2 Each Od11 HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 C;;- m —4' + 254" -1- �--� 4X5 (R) X4 4X (R) N 2'0'4 3X4 (Di) 3X4 (B2) ---V 4 1= 6'8 8 �- 2X3 3 "8 R=94 Of W=32'3"8 SED: 79198 PLT. TYP,-ALPINE DESIGN CRIT=TPI OTY i TOTAL = 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF (� *IMP 0 R T A N T m*SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING, ERECTION AND (� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS OESIGN us"e'�� TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE VV ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10 .0 PSF D RWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z . 5606 0 .0 PSF L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SIMATHING, BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OFT O T.L D. 4 7 •0 PSF O A L E N. 3 2—3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER C IO P P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 R Q ouR FAC. 1 .33 [N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ..� ...� ..K.,.,..� �� . . 4 MATT Af TW'Cir,N QPFrTFTr.ATTON FM MnOn CnNRTRIrT-RN T [n SPACING 24,0" ITYPE gab 1 Job: 4- 5 T T '4" HIPS 6'SB SR THIS OWG. 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): 660 530 WEBS 2x4 SP 03 BRG.LOC (FT): . 0.00 32.00 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 MIOSPAN BETWEEN BEARINGS. --------------------------------------------------------------- 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. ------------- ---------------------- ■x* UPLIFT 111tH #MN HANGER NWx H5 - -455#(Jacks Only) HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#12 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 1650# Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I--6' 21X4" 4 ' 11"B --� 5X43X4 3X5 3X4 5X4 3'4'3 6 (� ")4X5 3X5(A i) fo 7 =3 X X 4X X X �- B 3X �--^' 32'3"8 R=1691# W=3"8 R=1498# W=3"B TAG = T9 SED: 79209 PLT. TYP,-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC, TRUSSES REOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F *IMPORTANT)(K SMALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �1''uc,' �rrrr TC DL 7 .0 PSF DATE 12/02/94 n \\U��1viAV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE NN _ ` ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10 .0 PSF DRWG O 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 LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 pgF L J S CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AlGIO CEILING -- SEE STATE OF _ T O T.L O. 47 .0 PSF O/A LEN. 32-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FDR PROPER O RIa SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q � DUR.FAC. 1 •33 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .__."r . r-..a•rc r"eTtl�rrc N R - 1491 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '�rrrr�lrlrr SPACING 2 4.0 T YP E h i p s 0 b' 4- T T '4" HIPS SR THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 01 Dense : T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 660 530 WEBS 2x4 SP #3 BRG.LOC (FT). 0.00 32.00 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 M-Gravity (-)=Uplift +1** UPLIFT IIr1I I WIIM HANGER MNM H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#((fOd 1ply) MTS12 - -100011 1 HUS26 - + 33150 -1550#(16d iply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (16d) HGUS48 - + 66400 -2199#00d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS f-- 8' 17'4" -� 6' 118 —� T 5X4 3X4 T X4 0 X4 m Q 6 p 4X5 3X5 (A 1) X4 5 X 3X4 3X3 �-N -}� 32'3"8 R=1691# W=3"8 R=1498# W=3"8 TA = T31 SED: 79215 PL . TYP.-ALPINE DESIGN CRIT=TPI QTY - 1 TOTAL = 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF _ *IMP 0 R T AN T** SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND A t\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1.,('Vcj TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10 .0 PSF D R WG 0 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ BC LL 0 .0 PSF L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W - CONNECTORS PER DRAWINGS 130. 130 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.L D. 47 .0 PSF 0/A LEN. 32-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FOR PROPER C 0 Rl�p P'- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE ` .--TPI •TRUSS RATE INSTITUTE. NOS• 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION SPACING 24.0" TYPE h i p s Ib 4- T T '4" HIPS 1 R THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. SOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP f2 N UPLIFT (LB): 660 .530 WEBS 2x4 SP f3 BRG.LOC (FT): 0.00 32.00 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 @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift ------------------- --------------------------------------- k RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. xxx UPLIFT xxx I xxx HANGER xxx +UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 455#(Jacks Only) I HUS26 - + 27510 -1286#(10d Iply) MTS12 - -1000# 1 HUS26 - + 3315# -1550f(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT28B - -37860(2 Each) (100)1 HHUS48 - + 5180# -2000f06d 2ply) MTT288 - -44550(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- +113350 -39451(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- — 10' 13-4" T5X6 I 5X3X6 m 1.5X3 4X4 v 6p X2 �a X5(A i) 10 B, X 3 X4 4 3X7 X5 �--^� 32'3"8 J R=1691# W=3"8 R=1498# W=3"8 TAY = T30 SEO: 79220 PLT. TYP,-ALPINE DESIGN CRIT=TPI OTY - i TOTAL = 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOVIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF (�2 X IMPORTANT*�f SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9f BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNEC70PS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATEO. TOP - - BC DL 10 .0 PSF DRWG O A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER - 5606 BC LL 0 .0 PSF L J S - TRUSS AUNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W AND CONNECTORS PER DRAWINGS 130. 150 9 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ L L.D. 47 .0 PSF D/Q LEN. 32-3-8 CONFORN W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/7/911 FOR PROPER D qI�P Q., SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' F Q � AC. 1 . 3 3IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE_V6•--TPI " TRUSS PLATE INSTITUTE, NOS " 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRICTION H/lIIHHH� NG 24.0" T YP E h i p S Job: (4-3592) T I T21 '4" HIPS ' SB SR 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): 650 520 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 32.00 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 @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. M-Gravity (-)-Uplift ------------------- ----------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I NNII HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) I HUS26 - + 2751# -1286#00d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (16d)1 HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12' 9'4" �-- 10' 11"8 -{ 5X4 3X4 5X4 T m 1.5X3 4 X 4 Q 6 p t0 X2 3x5 (A i) io =3 X X X 8. 4X5 J 323"8 -� R=1691# W=3"8 R=1498# W=3"8 TAG = T29 SED: 79224 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - i REV, 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *I MPO R T AN T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND -e1E I1 H1H DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE M1B-91 BY TPI. SEE THIS DESIGN � TC DL 7 .0 PSF DATE 12/02/94 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - - O\\\\V_ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIN OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ - BC DL 10 .0 PSF DRW G A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - _ BC LL 0 0 PSF LJS TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING, 90TIOM CHORDCONNECTORS PER DRAWINGS 130, 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47 •0 PSF 0/A LEN. 32-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS O TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPERSEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 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. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1HH.H.H.H� ` SPACING 24.0" T hips Job' (4-3592) T T '4" HIPS 4' SR THIS DWG. PREPARED FROM COMPUTER INPUT tLOADS 6-DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 01 N :B2 2x4 SP 01 Dense: UPLIFT (LB): 650 520 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING --------------------------------------------------------------- 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 -------------------------------- Bd NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY mx* UPLIFT xWM I xxN HANGER WWW ERECTION CONTRACTOR. H5 - -4550(Jacks Only) 1 HUS26 - + 2751# -1286#(10d iply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(164 2ply) MTT288 - -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# -39450(16d 3ply) - --------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 14' 5'4" --}-- 12' 11"8 5X6 X4 1.5X3 (A) 4X4 v 6p i• (A) ) x2 3X5(A!) �3 4 X X Sy�0*7 B 4X5 �--"' -�-• 32'3"B R=1691# W=3"8 R=1498# W=3"B TAG T228 SED: 79228 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL = 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS. INC. 1PUSSES REOUIRE EXTREME CARE 12/02/94 F 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 HIB-91 BY TPI. SEE THIS DESIGN �` Vr� �� 7 .0 PSF DATE 12/02/74 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05TSa BY TPI. FOR ADDITIONAL SPECIAL PEIMANENI BRACING RE _ , ALPINE CONNECTORS ARE WADE OF 20GA 6ALV. STEEL MEETING ASTM OUIREMENT9. UNLESS OTHERWISE INDICATED, TOP _ - 10 .0 PSF ORWG O A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 0 PSF L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W CONNECTORS PER DRAWINGS 130. 190 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED PIGIO CEILING -- SEE STATE OF _ 47 .0 PSF Q/Q LEN. 32-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS t OR 0 Q'`� 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F "":"',�`� • TPT - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ��'.,,,N,N�` SPACING G 4.0" TYPE h i p S l0 b' (4-3592) T T23 24*7"8HIPS V T 16'SB SR THIS OWG. PREPAREO FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N : T4 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 520 420 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.33 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 --------------------------------------------------------------- 8d NAILS 0 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. M-Gravity (-)-Uplift ------------------- ------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. *** UPLIFT xxx I *** HANGER xx* MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455*(Jacks Only) I HUS26 - + 2751# -1286#00d 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(1Od 2ply) MTT288 - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)) HGUS48 - + 66400 -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLI_FTMANGER DETAILS �- 16' -I- 'T. 7.3„8 �1 4X5(R 4 X (R) T4 f,l 3X4 3X4 :T 3X4 m (A) r, 4X4 6 p m 9 3X6 (Al) 45X 3X4 3X43 a 3.6 5X66 �_2' --f--3'7"8 21 ' - —I r- 24 '7"8 _I R=1332# W=3"8 R=1136# W=3"8 TAG T27 SED: 79243 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL 1 REV. 17,2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNI, us F''i TC DL 7 .0 PSF DATE 12/02/94 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAGE Of 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ - BC DL 10 .0 PSF DRWG O A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0 PSF L JS TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130. 150 C ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.L O. 47 .0 PSF O/A LEN. 24-7-8 CONFORM W/APDL ICABIE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE (7/1/91) FOR PROPER CO glop P ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � DUR.FAC. 1 .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN t0 THE TRUSS ERECTION CONTRACTOR. INEEA`'. . . _ ..." ...� ,,"...,.." .� MAT1-1 —rIFTCATI-FOR WRRR.r VAIWVtRW SPACING 24.0" TYPE spec lob: (4-3592) T /_T24 24'7"8 COMN V T SR THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED DY TRUSS MFR. TOP CHORD 2x4 SP #1 N : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. : T3 2x4 SP 01 Dense: UPLIFT (LB): 520 420 BOT CHORD 2x4 SP 02 N BRG,LOC (FT): 0.00 24.33 WEBS 2x4 SP 03 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. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)=Uplift --------------------------------------------------------------- *** UPLIFT *** 1 *** HANGER mm* H5 . -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 = -1000# 1 HUS26 = + 3315# -15500(164 1ply) MTS12 - -2000#(2 EaCh) I HHUS48 = + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)1 HHUS48 = + 5180# -2000#(16d 2ply) MTT28B - -44550(2 Each) (16d)1 HGUS48 = + 66400 -2199#(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 = + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4X4 3X4 T3 m 3X4 3X4 T co 4X4 ^I t0 6 C;-,- m 9 3X6(A 1) 3X4X 8 0—_v a 3.6 5X7 ' _2' —[-3'7"8 21 ' _) 24'7"B J R=1332# W=3"B R=1135# W=3"B TAG T34 SED: 79347 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 5 TOTAL - 5 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMP 0 R T A N T M*SHALL NOT BE RESPONSIBLE FOR ANY A R N I NG IN HANDLING, ERECTION AND RR" DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1, "e�•��' TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , �US t ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF D RWG - - AAA6 GR B EXCEPT A9 NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 O .0 PSF L JS TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CH0RO W BC LL CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.L D. 47 .0 PSF 0/A LEN. 2 4-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P p'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. 0 R1� Q DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEPS�� SPACING 2 4.0" ITYPE S p e C •--TPI • TRUSS PLATE INSTITUTE. NOS" 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ��•11�i�TT Job: (4-3592) T T MN V T SR -THIS OWG. PREPARED FROM COMPUTER INPUT ADS 6 DIMENSION SUBMITTED Y TRUS MFR. TOP CHORD 2x4 SP #1 N : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. : T3 2x4 SP 01 Dense: UPLIFT (LB): 610 480 BOT CHORD 2x4 SP 02 N :81 2x4 SP 01 N: BRG.LOC (FT): 0.00 29.42 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 --------------------------------------------------------------- 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 (-1-Uplift *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS — 16'8" -T- 13'0"8 --� 4X4 3X4 X4 m 3X4 T3 00 4X4 m 4X4 6 p 19. 3X8 (A 1) 1, 3X4 3X4 4X 1 3X7 y�B. a 3.6X6 f N _3'7"B 26' 1" J r 29'8"8 _I R=1570# W=3"8 R=1376# W=3"8 TAGT22 SED: 79337 PLT. TY -ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL - i REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *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 DESIGNU�TIt"s' TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH QST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENiS. UNLESS OTHERWISE INDICATED. TOP - - 13C DL 10 .0 PSF DRWG O ARAB 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 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ T 0 T.LD. 47 .0 PSF D/A LEN. 2 9-B-B CONFORM M/APPLICABLE PROVISIONS Of NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWALL APPLICATION. FURNISH A COPY OF THIS .' �. Q JOUR.FAC. i .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY 07HER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER`', • TPI . TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ��IN�1�� SPACING 24.0" T Y PE spec Ib: 4- 9 T J 7' HIP JACKS THIS QWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. IOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP #2 N UPLIFT (LB): 340 880 810 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 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 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC) REACTION OF 323.69. --------------------------------------------------------------- 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. --------------------------------------------------------------- *xx UPLIFT Xxx I **x HANGER *** a RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 = -455#(Jacks Only) HUS26 + 27510 -12860(10d 1ply) OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 + 3315# -1550#(16d 1ply) MTS12 = -20000(2 Each) I HHUS48 + 4299# -1660#(10d 2ply) CONTRACTORS WARNING: MTT288 = -37860(2 Each) ((IOd)1 HHUS48 - + 5180# -2000#06d 2ply) THIS TRUSS IS DESIGN g1p¢EAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -4455#(2 Each) 116d)1 HGUS%j#+ G64p#&2199#(10d 2ply) kT SPECIFIC INSTALLATIONLTTOATIO ENSUR IdTITHISRTRUSS IS EARE IS RECTED PED ROPERLY. CS150 = -1650#(Each)ply) I HGG61UU155S5.5= +1133335# -3945#06d 3ply) --------------------------------------------------------------- 12'8"12 AFFFAFNrF Hnl MFS I IIMRFR nFTATI SHEET FOR 11211TFT/HANGER DETAILS —411'6"8 1.5X3 f'1 0 4.24 p m 2X4 (A 1) 4 3 B' --2'9" 15 910"13 -1 --- 4'2"15 5'7"14 R=559# W=3"8 — 123# R=324# W=3"B SAG = T13 SED: 79296 'LT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CAPE 12/02/94 TC LL 30 .0 PSF REF _ t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND �7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �� us �� TC OL / .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` US11ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ - BC DL 10 .0 PSF O RWG AU6 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 _ O O PSF L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE STATE OF _ TOT.L D. 47 .0 PSF 0/A LEN. 9-10-13 CONFORM N/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'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 0 RIO Q DUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa� ` SPACINGSE E A 80 V E T y pE )a C k .._Ter rrW my p arc INCTTTUTF NRS . 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ,'�====IIII� Job: (4-3592) LOT CORNER 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): 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 (+)-Gravity (-)=Up 1 i f t A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 27518 1286#(100 1ply) 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 - + 4299# -16600(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 Each) (100)1 HHUS48 - + 5180# -2000#(160 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# -26500(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 10'6"4 m 0 6 CV T 2X4 (A1) 4"3 8' 2 � 5 I R=445# W=3"8 R=44# W=1"8 TAG = T38 SED: 79301 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL - 4 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF (�2 )(*IMPORTANT)()(SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND j1111 � DEVIATION FROM THIS DESIGN On THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN CIS TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST89 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIMMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10 0 PSF DRWG ARAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - BC LL 0 0 PSF �-L)S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDCONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 47 •0 PSF O/A LEN. 5-0-0 CONFECHNICAL TE FOP SEALORM ON THISS DRIAWIINNG AAPPLLIESO 0 THEICOMPONENT DEPICTED HERE DRYWALL1APPLICATIIONN..AFURNISH/A ICOPYY OFFTTHIS PDUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. `` SPACING 24.0" TYPE e j a C k TPI " TRUSS PLATE INSTITUTE. NOS " 1991 NATIONAL DESIGN SPECIFICATION FOR M000 CONSTRUCtION �'�NtIiII��` JO 4- T CORNER JACKS THIS DWG PREPARED FROM COMPUTER INPUT LOADS r, DIMENSIONS SUBMITTED OY 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 37.25. 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. *xx UPLIFT WMk I WMW HANGER WWW 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 MTS12 - -2000#(2 Each) HHUS48 - + 4299# -16600(SOd 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 Each) (10A HHUS48 - + 51800 -2000#(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 9 6"4 O --F— 2X4 (Al) 4'3 R=384# W=3"8 R=14# W=1"8 TAG = T12 SED: 79304 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - 6 TOTAL 6 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMP 0 R T A N T 9(*SMALL NOT BE RESPONSIBLE FOR ANY A RN I N G IN HANDLING. ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �11t1us r ,�� - TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , v - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .0 PSF DRWG O ARAB 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 W BC LL 0 .0 P SF L S CONNECTORS PER DRAWINGS 130. 150 L ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE DP _ T D T.L D. 47 .0 PSFITYPE 0/A LEN. 3-0-0 CONFORM*/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'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 O R10�Q 7` IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��F DUR.FAC. 1 .33 INE ,.' SPACING 24.0" e jack w--tPI - TRUSS PLATE IMSt1TUtE. MDS" 1921 NATIONAL DESIGN SPECIFICATION FOR M000 CONSTRUCTION ��i�1�1��,1 JO b: (4-3592) T CORNER JACKS THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N **WARNING** AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP i2 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 CONTRACTORS WARNING: -(+)_Gravity (-)-Uplift ------------------ --------------------------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS *** UPLIFT *** I *** HANGER *** AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(SOd 1ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -1000! 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000!(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT28B - -37860(2 Each) (10d)1 HHUS48 - + 51800 -20000(16d 2ply) MTT268 - -44550(2 Each) (16d)l HGUS48 - + 66400 -21990(10d 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -16500(Each) 1 HGUS5.5- +113350 -39450(16d 3ply) ------------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 8'6"4 T 2X4 (A 1) 10 3 4'3 B' R=505# W=3"B R=-228#-00f"0=1"8 TAY = T41 SEO: 79308 PL7. TYP.-ALPINE DESIGN CRIT=TPI OTY 6 TOTAL 6 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *1E I MPO R T AN T*X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM tH15 DESIGN OR THESE SPECIFICAitONS, OR ANY BRACING. SEE HIB-91 BY iP]. SEE THIS OESiGNVc�"e . TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MAIZE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ B C DL 10 .0 PSF DR WG - MU6 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 J S CONNECTORS PER DRAWINGS 130. 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ T 0 T.L D. 47 .0 PSF /A LEN. 1-O 0 CONFORM W/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER (0 RTS ? SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY DF THIS DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRALIOR. INEE�' � • TP1 • TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WORD CONStRUCTtON '�N'NHNHNTT`HSPACING 24.0" T Y PE e j a c k Job: 4- 9 T 7' End Jack THIS DWG. 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 02 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP #2 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 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------M-Gravity-(-)-Uplift-------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNW UPLIFT NNN ( NNW HANGER NNW H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(IOd )ply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1piy) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -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# -21990(fOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#!(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFEFYV E$HOLMEra LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 411'6"4 m 0 6v m T 2X4 (A 1) 4'3 8' 7 R=526# W=3"8 R=73# W=1"8 TAG T40 SED: 79299 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 5 TOTAL 5 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF (� *IMP 0 R T A N T X N SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. EPECTION AND n i_\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN11'1US TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH MISS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BPACING RE _ ` - \\\\v" ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ _ BC DL 10 .0 PSF DRWG MAB 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 �1 0 •0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 B IBOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STA OF _ T O T.L D. 4 7 •0 PSF O A LEN. 7-0-0 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT pEPIC7E0 RETE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO P Q P� 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �' F INEE�',�`� DUR.FAC. W--TPI - TRUSS PLATE INSTITUTE. NDS• 1991 NATIONAL DESIGN SPECIFICATION FOR WM CONSTRUCTION '��„1�„1,� SPACING 24.0" T Y P E e j a c k JO b' 4- 5 T 4'8" HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITT 0 BY TRUSS MFR. TOP CHORD 2x4 SP 12 N **WARNING** AN UPLIFT REACTION OF -2941 OCCURED ON A BOT CHORD 2x4 SP #2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 13 , PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THERE HERE 2 NAIL BEARINGS WITH A MAXIMUM UPLIFT (LB): 300 200BRG.LOC (FT): 0.00 6.60 6.60 REACTION OF 602.18. 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 04-08-00 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. M-Gravity (-)-Uplift ------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- *** UPLIFT *** I *** HANGER *** CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 27511 -1286000d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10001 I HUS26 - + 33151 -1550#((16d 1piy) AT SPECIFIC LOCATIO1N� 1�g ICULAR CARE IS ADVISED DURING MTS1qq=—280#1{Q [�t8) I HHUS48 - + 4299# -1660#Md 2ply) INSTALLATION TO ENS UI4E mFHdf THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 €a ch) (10d)I HHUS48 - + 5180# -20000(16d 2ply) 11 MTT28B -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) 9'5"2 MST60 - -4688#(P r 2ply) I HGUS48 - + 80001 -26501(16d 2ply) Ch) I HGUS5.5- +113351 -3945#(16d 3piy) -------------------------------------------------------------- REFERENCE HOLMES UMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS r " � 673 — m0 � m 1.5X3 12.4"B m s m 4.24 v (V T 2 X 4" (A 1) 4'3 u 10' 1.5X3 �-— 2'9"15 -6'7"3� ----� 3'9"4 - 2N9NN15 R=449# W=4" i5 - 128# R=602# W=3"B PLG. TY .-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - 1 REV. 117.2m SCAALE79015000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF (�2 )(*IMPORTANT)()(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND7 .0 7 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN e11N'EC9 � TC OL / .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING t� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG \U\\ A/48 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY 8RACE0 WITH PiW1PER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 0 100A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIG IO CEILING --SEE = TOT.LO. 47.0 PSF O/A LEN. G-7-3 CONFORM W/APPLICABLE PROVISIONS OF NIS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERP�SEAL ON THIS DRAWING APPLIES TO THE COMPONENTDEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � DUH.FAC. 1 .33 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRU59 ERECTION CONTRACTOR, �■--TPI - TRUSS PLATE INSTITUTE, NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ��N' iNN+NN�, SP ACING SEE ABOVE TYPE jack JD (4-3592) T J 4'8" End Jack THIS OWG. 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): 310 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 4.67 4.67 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 119.56. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Nrr UPLIFT *x11 I WWW HANGER MWW H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) 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) 1 HHUS48 = + 4299# -1660#00d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B = -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 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# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=120# W=i"8 12'4"4 m m B fL T 2X4 (AS) 4'3 10' �--2' 4'8" R=433# W=3"8 R=39# W=1"8 TAY. T225 SED: 79314 PLT. TY .—ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL 1 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 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-91 BY TPI. SEE THIS DESIGN ��1�VS �� TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - - BC DL 10 .0 PSF DRWG O A446 GR B EXCEPT A9 NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ O O PSF L J S TRUSS AND LP&ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE STATE of _ T O T.L D. 47 .0 PSF D/A LEN. 4-8-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER S E D RIO P P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED/ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �. 9 �� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INFE95 W--TPI - TRUSS PLATE INSTITUTE, NOS • 1991 NATIONAL DESIGN SPECIFICATION fan Now CONSTRUCTION '� �r1��T SPACING 24.0" TYPE e j a C k