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Permit 1547 Linkside Dr (vault) rJ ADDRESS ��'T � ✓ BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING M SLAB 1 - 17- G FRAMING COVER-UP INSULATION �— FINAL BUILDING S- 9-k-96 CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # f� g INSPECTIONS ROUGH '� !� FINAL MECHANICAL PERMIT # 1� yo PLUMBING PERMIT # cp NOTES : Tatifirate of Orrupanq City of Atlantic N=4 — +Bloriba Department of +Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 11221 Group w.frame Type Construction s-/f Fire District Atlantic Beach Centex Homes bG oa n ve Owner of Building Address .Iaoka=riV{1 1 Ls,_Fj, 32Z16 ding Address 1547 Linkside Dr. Locality Atlantic Beach, FL 32233 By. DON C. FORD Building Official Date: POST IN A CONSPICUOUS PLACE Y O� \ c a Ov�e AOR ! P roc 900�\aG �O �. Oak'e �l �\,�Gt' ��i�n9 e 601 `5 G9 C �pD�t�pP pM Fro�MGa�e°��coP e\ �► �ed � p GS��t� \��\N �n Oath 00, VVV fan 000n '1 ,nSPe t to Mss" �(C. t Hrt< Ll.� 70 1U:U.) LL� 7HI''WUN bob F W4 L o 'r 3 N /V MAP SHOWING BOUNDARY SURVEY OF OF . A?"•�' .4y &,0 20— AS SHOWN ON MAP T PUBLIC RECORDS OF DUVAL CO., FLA. AS RECORDED IN PLAT BOOK --Z— PAGES 9S•a�S OF THE ODRREN FOR: ,Waqef Cp4W1VA od rr4N NOTE: gEp,RIN4S SHOWN HD PLAT. EREON ARE BASED 0�. F RE j B�O NA dN/�[EG�OET/C i/�R7/P�'� NorE: �E� ATrAch/ a lE6�c p ��,Q/PTlQN / V p.l;gg:�9"i Re/i$AB•9G� A:50•/9' Aa2 St, _ frgBBM�`4�Gds•ilrV4 461 &1q tA in IS =001Iw I � y d.a' fiNisNlpaKlt:g w��. a kn y ye 30 /54 ' Sil 0 kk � o o¢. Q a w � v d i44, tzi4 to 44 Nr St APR 996 S 6 45:410'�F- .50 as• s G�4g�oo uo CITY OF � zt�c �eacl - ��Cyuda 800 SEMINOLE ROAD -- -- ------ ----- -- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 11111 FAX(904)247-5805 NOTICE ti TO: Water Department FROM: Buil/ding Department DATE: `�- 3 -q6 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 F Singe , /J C_ C G a Building Department ��' //CITY O//F II4&" 4c / `I4 - l � ��,,�i3Pit �Office of Bulding icial 7/" REQUEST FOR INSPECTION l% a Date_ —� 7 JP 6 Per ' No. ` / / Time A.M Received P.M. _ /S7:�/ -7 c. Job Addre Locality Owner's Name Contractor UILDING CONCRETE ELECTRICA P ANI g _ Footing =. Rough Wiring Rouah B C Re Roofing Slab - Temp Pole Top Out f Heating Insulation ❑ Lintel Final Sewer co--�� ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday ✓ A.M. Insr(,ctien Made - -- --- ---- - � -- ----- — PM. � Final In a Ce — e of Occupancy w o m wm Ito 0 Rs' Nto 13G S N� ca ., � o Two Z 'o + N o .1h a a �` o zs C) CA CD �Sl o -q y 2 5 G1 Lo r a 9 �`OF ADDITIONS or CORRECTIONS r D• NOT REMOVE CJOB ADDRESS d'", / ) DATE 71 ,._i THIS JOB HAS NOT $ N BEEN COMPLETED a I The following additions or corrections shall be made before the job will be accepted s 3 1 4 +! a i i t t, $15.00 REINSPECT FEE r I 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 s inspector has had ample time of approve the installation. j After additions or corrections have been _ PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC .. are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. IL DATE• PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 2:33 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: OY- ------------- ------------------------- ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE ��//__ CITY OF 9& Office of Building Official REQUEST FOR INSPECTION // 7 Date_� 2 'Z Permit No. Time A Job Addres r Locality/ Owner's G f l Name Contractor_ 6 BUILDING CONCRETE ELECTRICAL PLUMBI MECHANICAL. Framing Footing — Rough Wiring Rou h Air Cond.& Re Rooting Stab Temp Pole TOP Out Heating Insulation Lintel Final Sewer Fire Place re Fab 4 READY FOR INSPECTIONA.M. ;vtan. Tues. Wed. Thurs. A.M. Inspection Made PM. Final Inspection Certificate of Occupancy Date ��}}�// CITY OF fYL�C BeaaA- � Office of Building Official �'} REQUEST FOR INSPECTION 1 Date..___..—s�L /� Per a. Ti me ((} A.M. ^ ^— _P.M. ___. _ acality ContractorCONCRETE ELECTRICAL PLUMBING MECHANICAL Footing ❑ Rough Wiring ❑ Rough Air Cond.& ❑ Slab ❑ Temp Pole ❑ Top Out U Heating Insulation Lintel 1� Final 17 Sewer CJ Fire Place ❑ Pre Fab READY. INSPECTION Mon. Tues. Wed. Thurs. Friday _PM, A,M. Inspection MadeP.M. Final Inspection ❑ —wrrsr Certificate of Occupancy Date i+ cf"�'� pF /3 ,113q�c� .. n pffictia` Auild�n9 ptffce°f 8 �iNgpEC;Tx0 N ,,,.� — t p•M•. 1149 Data ! �" �yece\ve Ayr °n & C COntra�tOr �t1M8 C Heating b Address L Ftra Pta°e Jo E(;SR Poop put pre Fab DA. er's U r SSE Aou9hPo�en9 fl Steer P.M• pwn CpNCR fl -�emP Name G Footing C Fina\ `N5pR�JpN Friday C 6 slab VpR jhurs• Fra tiyr<to foot n9 C REPpY 'Ned. AM• 'le Sutation p.M• \nspecf+on fl ;. o\OCCO ncy fl � CeIvICate Mon• �� Date MsPeotwn Made tnspecxov i TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address �. I/ 393 /sus ..Lv 1� �i' S-41 7 gnE�ffimmaK,m,xxx=xgixl g*m=pixmxcafxxbtex xmxd*s. Please update your records accordingly. Thant/y , a Uj CITY OF ATLANTIC BEACH /vcb r CITY OF ATLANTIC BEACH, FLORIDA a , Appro"dby APPLICATION FOR ELECTRICAL Rg�tN41T TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-- .. ._ _19&-, 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. Pee J04 6, ELECT ICAL FIRM;,c� N14TE E CI N NAME., :;PA) � ADDRESS:• �� L/� SCI y 'erRFD BOX BLDG.SIZE BETWEEN: RES. APT.( ) COMM.( ) PUBLIC,( ) INDUS.( ) NEW�"�. OLD ( 1 REW. ( 1 ADDITION( ) TRAILER ( ► TEMP.( ) SIGNS ( ) SQ. FT. SERVICE: NEW INCREASE ( 1 / REPAIR ( 1 FEE _ CONDUCTOR SIZE AMPS /< COPPER f I ALUM WTCH OR BREAKER 15oAMPS PH W t)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 0.30 AMPS. 31.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AM PO. OV[R APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT O•E OVER , MOTORS H.P. VOLTAGE PHS NO. 1II.P. VOLTAGE PNS _MISCELLANEOUS 1.1407 " MPARTIIlAENT 0SUIT DIN CITY OF ATLANTIC ACH PIRM11 I FORMATION -- _ INrOmmC7N Permi t 11407 A�ddea: LI)tfallR DRIVL Permi HLCRASICAL, A'IL N'T'TC Z,CH FLORIDA 32233 , C off" 4, N� ..�... �_�_�� L O,AL �LSCRIPt1,bw --- Constr, "T` p c WOOD FRmZ1 Lot 93 Block asec tf an c►posed Township: " 'R140 � �wal 1 143' t I Ccxd tl Suhdivia ion,- LLVA T,x�t tS D ' t mated Valu-e» $0''.00 mprdv. Coitt .00 Total, Fee $4 1 00 Amo $47 ,00 Lek << $196 Work,,,' RAL HEAT A14L1 ATR IN, N " H{ ML. � I4R A�`PLICA'�3t�i >�LL PR> I'1a7 .t) A + �A '' �Pt'E�R $6 .00 A M ,PlaiOR P2 9,: ' A /�y R V0N GAS-HRR.S, a'� 4OV q ryry ""IAF.' (� ON I AACAPITAL , €�X�--qA�'R, 5%IMPROVE.M $0.00 } rii +s" LZ T Ik "4raG"3$,C4RL�X A4F! Y a W V f. JAC ILLL�' "P"t. 32257 CROSS CONNECTION $0,00 Lica C 3 Typ 0 SLC H' , t-14P ' PE}~ 0.00 C4RS�.SURCHAROE Oa NOTICE--ALL CORM MA S AND FOOTINGS Must BE INSPECT 3 BEFtaRE Pt9URING IRtT i#Qt[7 Suc MONTHS AFTER DATE OF ISSUE 77 Bf.liLDlt�g MATERIAL,FiUSBISH AND DEBRIS FROM THIS WORK MUST NOT I Pt� 0 IN:P'UBL IC SPACE,AMC}`MUST BE CLEARED UP AND HALfLEI�AWAY"BY' ITHER CONTRACTOR OR OWNER ilii �rif3 #IMr� .. �,' Li op- ISS ACCORDING TO A PPROVED PIIS WHICH ARE PALET OF THIS PERMIT,,ANP"SLIOJECM,RI V©CATION R VIC3 KEN OF APPLICABLE PRt31/t51tNS OF LAW: 111JIEi, 1 Iwo ATLANTIC BEACH I U#k.DING DEPART IIAENT, ., {14i4�pt1113c'�100i0 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATl16411C O[ACN.FLORIDA iaiii APPLICATION FOR MECHANICAL- PERMIT t Atc:IN N�MBt A IMPORTANT—Applicant to complete all items in sections I, II,,III, and IV. l' 1547 LINKSIDE DRIVE LOCATION 5bael Addlan: OF 14141164fing $1104163 a1...n ATLANTIC BLVD And SEMINOLE ROAD BUILDING SYb•d/v/lien F S LV A T.T N K S T T)E_ L Q T�L ••,Q3___ -- II. IDENTIFICATION—To be completed Lby all applicants ` In('ons;dalation of p0r.;1 9404 (or do;nq the work r1 described in the abcre state-#-#W0),vaby 49ra0 to p0'fc..,,te'd.0.1•• .:::•�.•:< .;th the ettochrd plant and Ipaeilicatlons which aro a peri hereof and ;n acewdance .;in the City of Jocison0'0 o d;.vices va of good practice tided ther0;n. Na.aefM«hen'eal N HEATING & AI Contractors CACA12623 tIe•k«ler I/riot Malta, Nana of Property O.•ar $igaatYle e1 Ownar Si9natwe of M AelhaAsad Agent Arehilaat or Enginaar 111. GTNEltAL INFORMATION A. Typo of boating fool. B. ,� If OTN[R CONSTRUCTION{[ING OAN,[-AX *Hactric THIS BUILDING OR fl T9 T..C,D O Gas.-O 1J Q Netun) O Central Utility 1/YLf, CiIV[NUIa{[R OF CONSTRUCTION O Oii r P[RMIT L�2 Z 1 O When -Spec:iy W, hatlCt"4AL EQUIPL404T TO R INSTALLED 'Al URE OF WORK camplefe IW d compowak e4 backf is ferml Residential or (� Commercial Hut O Spec O Recessed Cental O Moor New Building Air Conddio•in{r O Room x Central 1 It&1 ft a Existing Building 2 Replacement of existing system 'Ooct ftnle.et Il' rJ111TUcs4eaa at s f m New Installation(No system prsytowiy inataueo) maallosum Capacity I ?n n 0 0 Extension or add-on to existing system Refiigenfiw O C40li49 00— Capedy vpi& O other—specIly-- O Rag yrinWn: Number of 6" -- O Eiwelar O Mtolifi Q Esaletor 14umber) THIS SPACE POR OPFICf USA ONLY O Gasc&"pva%pa (numbor) , III I O TwAs— 1•uniber) Remarks O LPG cenMieerr� (4omber) O UO&W/rasion y...1 O Mees formif Approved by- 0 y O Q#Lw•—Spec* Permit Fee UST ALL EQUIPMENT AIA CONDMOMNG AND REFRIGERATION EQUIMENT Capac1 Nh>mbsrUutts Dascriptloa Yodel Number Yanufacbmir (Ibw)Y A 8110,1�t T W2t-, � �►i�7r UL HEATING t FURNACES,BOILERS,FIREPLACES Q= Number Units Deacrlptleo MO&INwnDer Ysaut"unr (D1V)r AL9SOVtiK T TANKS i now ht"y Nz�DRm rty T".= Naaae of ScrW Ap ,ovine _ Contained Yaaufactuter No. I;ncy i ,km � o : . ƒ a « / k ƒ s « t otr - CD U a � 9©© \ \ f =\\ a { y % ƒJ® I \ C s \ . \ w \ . .------------- ~ CITY OF } rQ CG is Bmc, . Office of Building Official REQUEST FOR INSPECTION Date ` Permit No. Time 1 A.M. Received = G P.M. Job Addres L caiity Owner's Name Contractor _ _ ��— BUILDING CONCRETE ELECTRICAL PWMBING MECHANICAL Framing : n Rough Wiring 0 Rough ❑ Air Cond.& J Re Roofing ❑ Slab Temp Pole ❑ Top Out C Heating Insulation `] Lintel a Final 0 Sewer ❑ Fire Place Ci Pre Fab READ R INSPECTION M. Mon, Wed. Thurs, Friday P. A.M. Inspection Made / P.M. inspector ( Final Inspection 0 Certificate of Occupancy Cr Date 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 lug)7— J t:�G'{—C- 1� e5 1 12�,$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 PLUMBINGmade, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 _ p.m. Monday through Friday. eL� TVI 7 CITY OF ATLANTtC BEACH INFORMAT- 1,00 ww s 4M Ilis M aY4 4R s: F+ rmt -Ty 7'LI3IEI2i " AT"I�. "�'IC $E ►"�, } iRL�A3223 ' of wo �' � .�.�,. �.�. � E F IO , tle CCD. 00 L Zliock as 'd ►: 'SIk CL I t'I ZLX . TawnBhip. F��14h ' 0 -V tiM*t6d Val- :. prov. Cost,*'-, $0.00 `t? t . t57 00 Y,. rut i 'IlI . <' DRIVE i ICAC .�E $0 00 7 0900 R . &P E AS H K .00 � . _ . RAO $0.00 � ' 'O '$0.,00 QAC �c .�0 ILLS, �tA. 32214 COT � �z�� a , 00 a CONST.Supt (m, `1+y ASL B _.. Ntri tCE=ALL;CONCAM POR AND FQC?F NQS MUST Be"FNSF SCTEQ BEFtflRE isQU1 NG P-AMIT Vola ,).(MONTHS AFTER DATk OF ISSIJ BUU.QING MATERIAL,,l 0601SH,AND PSIS FROM THtS WORK MUST NOT BE Pt;ACED tN PUBLIC SPACE,AND MUST BECLEA AIVI�HAULrzD'AWAY SY'EITHI*R CONTRACTOR UR C�+VI�ER C 1 THE WCl A� 0' LIe , ,W � I�L'T N L I I ACGQFi01NG TTWICE FOWMEOU" O APPPLAN WHICH ARS"PART OF TMI�a PERMIT AND SUB;IECT TO RE1fE A1"ION 1= OF APPI;CABLE:PI�tS�($OF77 000 y BEACH BUf ?INQ.pEPART1IBtdT L.`: @ CITY OF ATLANTIC BEACH APPLICATI0 FOR PLUMBING PERMIT -4 t-7 JOB LOCATION: I OWNER OF PROPERTY: BUILDING CONTRACTOR: /� PLUMBING CONTRACTOR OT AND ADDRESS: 40d�], TELEPHONE NUMBER: 20q STATE LICENSE NO: CFC -/Ti 9 r TYPE OF BUILDING: � 3-k" TYPE OF WORK: 1)� L/J22�h L)24 HOW MANY OF THE FOLLOWING FIX RES INSTALLED SINKS SHOWERS -LAVATORY WATER HEATERS BATH TUBS J DISHWASHERS URINALS DISPOSALS CLOSETS j WASHING MACHINE FLOOR DRAINS SHOWER PANS OTRaR TOTAL MIXTURE COUNT: Qx $3.50 + $15.00 = $ i ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MOST BE IN ACCORDANCE WITH THE MOST RECENT EDITIWOF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 ' DEPFff OF WILDING 4pL�y`�'�* llltt CITY OF aTLAHTIEH rtx tiw N�.+k O CA ON � : i I F � ��1 rx,wr4.r w.iM M rt XF ON- ��4 NPbRHA Yr Fee t► I �*r« fire s k lj,t4! LINKS1bZ DR � P+ mi BU L IStO e . Al'L iTIC SRACII . PLORI1 22 st IS of vork*- R ` � - ion : sett Posed Uset SINGLE , To shio+. RI�tI: 4, yty �1 w'e1 I s of st li e on,: e I vi�Likes R t� Ma to V X e: 0 .00 � s; 5 Improv. Cost': 90' h .X10 'hotel Fees $2 $2 ,0 - r 27 195 Ro ' family home hsf 1647 ION �� .,_`, Pl?LI CAT I CSN FRES ------ P -»--.. ��qqtt�y p�, +� +� $705. eq �y y.7 J. 4J P PIMtii T !0 5.00— ATE 0+ 17 es ; SIDE R R. ER IMPACT FRR $430.0,0 - C,`R d 1�LbR I Fid: P 2 43I' }OMI -fit R,s a $7 . 83;x. , ,... RF A ON _- RADON CAB � $0 . 41 tris �RR IIS' I"STAT h CAP I TAL ` IMP'Rs�VE» � SEPI k "TX JAC, ILLI 'L. 322 .+5 ;935.00 " t S10,A00 w 54 EEC H �JXPACT FE t�.13r3 CORSE:�RRa11Rt3 52 ,, �x § h F 3,�wy4 r NOTICE-ALL Cot+cRrm.FQAMS AND FC ariNGiS MUST RE IN00096 WORE F!Oi IIVNG 10 MATERIAL,RUBBISH ANC?DES 4S FROM THIS WORK MV$T NOT BE PLAC PUBLIC SPACE',.AND UP ANp:HAt1L1=# AWAY IIYCfHER COITRCTOR OR OWNER,, ' ' s ' ' T TIN �j �+�.-CHA�} �a��a -,S aUL LY WITH THE FO 7 -4 810111- ACCORQII tG tO APPRt7VE©PLANS WHICH ARE PART OF THIS PERMIT AND SUEi�IECT TO'R Vt�CATION FOR ` 8PRCSiENSAPI4,10A, PROVISIONS LAW. -*LAME AC:H$UIMNt v _ 12'2' CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET rr // Address Date / _ a 7 -57 Heated Square Footage @ $ _per sq ft = $ C Garage/Shed @ $ per sq f t = $____ � Carport/Porch 60 @ $ 7 �� per sq ft = $ l y Deck @ $ per sq ft = $ [� Patio o ( @ $ �l per sq ft = 5 . t TOTAL VALUATION : 8 92 6 Total Valuation 1st $ Sy0, 0C2O _ Rema ping Value $z ,Ob per thousand at portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $ o .on (1 ) Fireplaces @ $15 . 00 Oa BUILDING PERMIT FEE S__. _ 0U WATER IMPACT FEE $. �.. 0,CC) SEWER IMPACT FEE $� -2. () . 00_� WATER METER/TAP $ ,-Y, 0 CAPITAL IMPROVEMENT .w_ � _V 0 SEWER TAP qp -1 RADON (HRS) 005092�• SECTION H PAVING HYDRAULIC SHARES S (7 CROSS CONNECTION OCHE SURCHARGE . 00 50 r S_:2- GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Elect.ri.c/Temp : Swimmingpool Septic Tank_ Well__,______; Sign____—_E'inish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ?ROPERTY OESCRIPTIOR 1Tl07 a a3 }' 716CEAN BOULEVARD -ot *__g�_Block I__-----Section 0 O U 1995 i1TLA?MC BEACf1.FLORIDA 32221 -- 'aubdivioions � _/ ---�--- TELEPHONE V OU 249-2.195 Llll6sJxL�1L�.',.2/S.,te_ j in street flame � // DESCRIPTION OF WORK ss sr Addre :_J ,, `/'7 ///1 Ii in a FLOOD HAZARD 'lood Zones --_area complete page 3. Brief S1 (�'Q ( Descriptions '1Qe 1 _rye;- S 5j---- y------- Class of Works (Hew/Remodel/Addition). A, f L-j :ONING INFORMATION Type of • Constructions l �FQM��IL e,Si��C� :oning Proposed J /� District s!_f✓uses__,,, __ Estimated Value 0_1;K:f SY-2 :xceptions or Materials_SCG 0 , 00 ariances Granteds�_,,,__�� _,_�_ Solid or -------------------- ------ Filled GroundsSLS.% �P.s OWNER INFORMATION Method of Meetingl, 1PC _ ------- Property Owners__ .`� � ! ya �{ "ailing --12S?�� AddressS �G SU _- r��/�l MM__H -------------- ItO 14( II � . �_ ax- CONTRACTOR INFORMATION Contreotors__L�f_ � / 6.n�-A Phones Mailing // �� • ��Sac So n u..t�.( e- /w- ------ Zi P s_1301 )4 ------ Q_ Expiration, License Numbers & !1�Q O Dates I NCR[SY CLRTIrY THAT 2 NAIL RCAO ANO EXAMINCO THIS APPLICATION AND XNCW TMC SAME TO DC TRUC 1 � AND CORSLCT. ALL PROVISIOMs Or TUk LANs AND OROINAMCCS OOVCRNIMO THIS TYPC Of WORK WILL RC COMI-LILO WITH. wNCTMCR SPactrzeD NIMCIN OR MOT. TMC ORANTINO OI A PCRNIT DOC! NOT PRCVURC TO Oivt AUTHORITY TO rIOLATC OR CANCCL TUC PROVISIONS OF ANY FCOCRAL. STAT[ OR LOCAL RULLS. r♦ ACouLATIows. oRDINAMCts. OR LAws IN ANY MANNCR. INCLUOIMO TMC OOVaRNIwa ar CONSTRUCTION OR TMC ~ r . fr.• PCRFORMAMCC OF CONSTRUCTION OF THC PROJCCT. I UNOCRSTANO THAT TUC ISSUANCC Or THIS ►COMET IS v yf•.��. CONTSMOCNT urON Tug ASOVS INFORMATION Daiwa TRUC AND COA@iCCT AND THAT TUC PLANS ANO Su►PORTIMG �•lrJ. . •• DATA NAVC DCCH OR SHALL" sa PROYIOCD As RCOUIRCD. 4 ii�f rh'l, Owner Signature ------Date_ 1112- l�_ 5 Is Gate_ Coatraot�x Signature _ F[.00DPLAZN DEVELOPMENT INFORMATION Type of Developments----paspah---------------------------------- Flood Zone3____4 Required Lowest Floor Elevations_ If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATXOU is equal to or above the base flood elevation established for that scone. No final 1nspectlon will be wade and no oertil-icate of occupancy vial be issued until the survey is on file vith the Building Department. COMMENTSs Applicant AcknovledgemGmts I understand that the issuance of this permit is oontin * nt upon the - above information being correct and that the plans and supporting data have been or shall be provided as required. Z agree to comply vith all applicable provIolons of Ordinance Ho. 23-7-11 and all other laws or ordinances affecting the proposed development. Date_-- - -__Applicant•s Signature-------------------------- ------------------------------------------- Department Use Required Lovest Floor Elevation ----------- As% Built Lowest Floor Elevation _ Survey Filed with Building Department ----------- - Building Department Reprasentative ' page CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 2 BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) Z-- WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 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 O _URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) r� URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) 5 SHOP (2) SURGEONS SINK (3) ,LAVATORY, SURGEONS (2) n� JACUZZI (2) V URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ '1,30 JOB INFORMATION / s-y f itl(,( f t (? 0/<: . R•1 NAN GIAlu PRINTING C>~ �+• ��- ,ass � notice of �l�mmencernent (PACPAR[ IN OUP LICAT[) To whore'it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property --,Lo--t_-� ------ ------ -------1 ---41 h ZvIm,sa_!df-, _.------------------------------------------------------ According to plat thereof recordedi nplat book t ,7 pages of thercurrent public records of � � � r `-"" General description of improvements _-Duval County Florida Construction of Single Family Residence with Garage on concrete slab - --------------------------------------------------- Centex Real Estate Corporation Owner --------------------------------------------------------------------------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ----------------------------------------------------------------------------------------------- Fee Simple Owner's interest in site of the improvement __________________________________________ Fee Simple Title holder (if other than owner) _____________________________________________________________ Name ---------------------------------------------------....------------------------------------------------ Address -------------------------------------------------------- --------------------------------------- Contractor sgme as owner Address ----------------------------------------------------------------------------- -------- ------- Surety (if any) --------------------------- ----------------------------------------------- -----------------. Address ---------------------------------- ----------------------------Amount of bond $---------- Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ----------------------------------------- ----------------------- ------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name _Metropolitan_Title -y_.QQ -------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------------------------------- Sn addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 C2] [b], Florida Statutes. (Fill in at Owner's option). Name ------------------------------------------•---------------------------------------------------------- Address -------------:ft----------------------------—---------;�------ --f�---------------------- 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: 93 SL 2 BUILDER: CENTEX AND ADDRESS: 1547 LINKSIDE DR. PERMITTING 1CLIMATE 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. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1658.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6. 00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF15.Hot water System: Electric 6.80 Y 15. Type. Electric EF: 0.90 16-Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97.42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706. 04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates dation 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: �/i 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: BUILDING OFFICIAL: DATE: /a-/V-21 i DATE: 10.0 SEER 17 .0 SEER* * . * . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0 .88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 ----X---------------- ) ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97.4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- j 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------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X) 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 HSPF12.0 Electric HSPF. . . . . . . . . . . . 6.8 IX----------- ------- WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I--------------------- � OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: lolo�p �u.� o i�tic &S Signature: eag J&" Date: /D--IV-9S 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: 93 SL 2 BUILDER: CENTEX AND ADDRESS: 1547 LINKSIDE DR. 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. 1647.00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0 .90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: �Q, Bct> 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: &I'&-( 'yot ) BUILDING OFFICIAL: DATE: /a,/r!-9 i 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: 93 SL 2 BUILDER: CENTEX AND ADDRESS: 1547 LINKSIDE DR. 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. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658 .00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14. Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: 62,1'a tau, compliance in accordance with Section DATE: /Z-/V, 9 r 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: &1'&, sow BUILDING OFFICIAL: DATE: / -AV-9 r DATE: SUMMER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------- -------------------------------------------------- N 92 .00 65.8 6053.6 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 20.0 38.3 .94 720.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 S 24.00 65.8 1579.2 DBL CLR S 24.0 66.2 .91 1445.8 W 54 .00 65.8 3553.2 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 12 .0 79.7 .95 908.6 DBL CLR W 12 .0 79.7 .95 908.6 ----------------------------- ------------------------------------------------- .15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,647 .00 170.00 1.453 11, 186.00 16,255.89 1 8,846.60 - ------------------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 .9 895.5 Ext Wood Frame 11.0 995.0 1.70 1691.5 Adj 197 .0 .7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137.9 DOORS---------------- _ Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45.1 CEILINGS------------- UA 1507 .0 .6 904.2 Under Attic 30.0 1493.0 .60 895.8 Under Attic 30.0 165.0 .60 99.0 FLOORS--------------- Slb 169.0 -37 .0 -6253.0 Slab-on-Grade .0 169.0 -41.20 -6962.8 INFILTRATION--------- 1647 .0 8.0 13176.0 Practice #2 1647 .0 8.00 13176.0 ---------------------------------------- TOTAL SUMMER POINTS 25,289.71 I 18,015.22 TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25,289.71 .37 9,357 . 19 1 18,015.22 1.00 1. 100 .340 .860 5,794 .42 ******************************************************************************* WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 92.00 -10.6 -975.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 20.0 7.3 1.09 159. 1 DBL CLR N 18.0 7.3 1.09 143.2 DBL CLR N 18.0 7.3 1.09 143.2 S 24 .00 -10.6 -254 .4 DBL CLR S 24.0 -28.4 .96 -654.3 W 54.00 -10. 6 -572 .4 DBL CLR W 15.0 -9.2 .85 -117.3 DBL CLR W 15.0 -9.2 .85 -117.3 DBL CLR W 12 .0 -9.2 .85 -93.8 DBL CLR W 12.0 -9.2 .85 -93.8 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- .15 1,647 .00 170. 00 1.453 -1,802 .00 -2,618.73 -344.57 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 2.2 2189.0 Ext Wood Frame 11.0 995.0 3.70 3681.5 Adj 197.0 3.6 709.2 Adj Wood Frame 11.0 197 .0 3.60 709.2 DOORS---------------- Ext . 21.0 12 . 3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1507.0 1.2 1808.4 Under Attic 30.0 1493 .0 1.20 1791.6 Under Attic 30.0 165.0 1.20 198.0 FLOORS--------------- Slb 169.0 8.9 1504 . 1 Slab-on-Grade .0 169 .0 18.80 3177.2 INFILTRATION--------- 1647 .0 7 .4 12187 .8 Practice #2 1647 .0 7 .40 12187.8 ------------------------------- TOTAL WINTER POINTS 16,254 .27 21,793.33 ------------------------------------ TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------ ----------------------------------------------- 16,254 .27 .55 8,939.85 21,793.33 1.00 1. 100 .500 1.000 11,986.33 ******************************************************************************* WATER HEATING BASE ___ __= AS-BUILT ------------------------------ NUM OF x MULT = TOTAL ( TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------ -------------------------------------------------- 3 3803 .0 11,409.00 40 .90 1.000 3719.7 1.00 11, 159.00 SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT --- COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------- ---------------------------------------- 9357 .2 8939.8 11409.0 29,706.04 5794 .4 11986.3 11159.0 28,939.75 * EPI = 97.42 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97.4 DCA Form 600A-93 or Form 600B-93 IO10--20--30--40--50 60 70 80 90 100 -- -X-- ) 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------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :93 SL 2 ADDRESS : 1547 LINKSIDE DR CITY :ATLANTIC BEACH OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 23620.60 STRUCTURE SENSIBLE 11671.22 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15851.22 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1181.03 DUCT GAIN 1885. 12 TOTAL LOSS/BTUH 24801.63 TOTAL SENSIBLE 20736.34 TOTAL LATENT 12557 . 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4960.33 20% SENS.OVRSZE FTR: 4147 .27 ACTUAL + 20% OVERSIZE: 29761.96 ISENS. + 20% OVERSIZE: 24883.61 ----------------------------- --- ----------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 15.00 435 .00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 12.00 348.00 552.00 West Double Clr Drapes/Blinds 1 12.00 348.00 552.00 North Double Clr Drapes/Blinds 1 18.00 522.00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522.00 288.00 South Double Clr Drapes/Blinds 1 24.00 696.00 600.00 Infiltration : Winter Htm ( 28.5 ) x 170.00 4845.00 Infiltration : Summer Htm ( 6.92 ) x 170.00 1176.4 .00 --------- --------- --------- Window Frame : Metal SUBTOTALS: 170.00 9775.00 5732.40 R-Value Area Loss/Btuh Gain/Btuh WA L L S------------------------------------------------------------- -- Wood Stud - Ext. 11 995.00 3582 .00 2487.50 Wood Stud - Adj . 11 197 .00 709.20 334 .90 SUBTOTALS: 1192 .00 4291.20 2822.40 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( 28.5 ) x 39.80 1134.3 Infiltration :Summer Htm( 6.92 ) x 39.80 275.42 SUBTOTALS: - - --------- 39.801923.36 463.58 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940 .90 2388.80 Under Attic 30 165.00 214 .50 264.00 SUBTOTALS: 1658.00 2155.40 2652.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------- - 23620.60 18851.22 ------------------------------------------------------------------------------- A&$777,_� S7 0 r• . +._. ..fi mil---.. .q!Q._--- -•----_.----- ...._. _._:.:--- ._:.__._.. .. ... _ __.. ._.. .__ ._ . ntf..:N1fC BEACH . . DEC, ...... _ w .He:S�S�� - - :co / P4,6.ILS7 IAJ rLT/ O 7 — cl N.[ G --bio_._ ..�- -Irk - fl • •.:. to r� i r r ' w ma• To LAT" stKMssn.11 TO i.¢or G1 mrR. w c �•wiu � 113,,go 23',8.. to . 2• OF too MJLS O T . T, c,.. a•roma coven M1 j 7 Til F4 ru �Z I T �S T16 / T7 TIA n T19 m N ^1 n Tq jV Qna c -Al T W `0 8 _1 T 1 T W��ry�yys X04 ^ b M1 O O� T4 tgo Y IL T3TP Tj v O N t� I � --21' 6' aJ ROOF FRAMING PLAN o NOT TO SCALE SHEET 2 2 F t m n n O� I 1 �O ff N� Cry 8 W� 80N N o � o N Do o"MM KZK J PLATE HEIGHT & ROOF PLAN NOT TO SCALE SHEET F 2 4- T T HIP 7 THIS ONG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBM TTEO BY TP 1USSMFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 950 940 WEBS 2x4 SP 03 ORO LOC FT): 0.00 20.71 , TRUSAS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . T #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) - --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------- ----------------------------------- xxx UPLIFT NNN ( xxx HANGER MMM H5 455#(Jacks Only) I HUS26 - * 2751/ -12860110d 1ply) MTS12 - -10000 I HUS26 + 3315# -15500 16d iply MTS12 - -2000/(2 Each) I HHUS48 + 4299/ -I660#(lod 2ply) MTT28B - -3786#(2 Each (10d)� HHUS48 - + 5180/ -20000(16d 2ply) MTT288 - -44551(2 Each11116d) HGUS48 + 6640# -2199#(10d 2ply) MST60 " -46880(Per 2ply) HGUS48 + 8000# -2650/( 6d 2plyj CS150 - -1650#(Each) HGUS5.5: +113350 -39450 16d 3ply ------------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' _I 7, 7, 7' T 4X8 4X8 I m = 1.5X3 1 .5X3 6 pp- m m 4X5(A2) 4X5 (A2) 8 4 X 3 X 7Z3 X4 i 21 ' _1 1-2. 21 ' i_ 2 �7' 7' 7 R=2105# W-3"8 578# 578# R=2105# W=3"8 PLTAY T1 SEO: 68524 T. TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17^^.2m SCALE 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 3b ..O PSF REF (�2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � I 111 i�'�� TC OL /�7 .O PSF DATE 12/01/94 \\Uvwvl►v\ FAILURE TO BUILD THE YAMS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` O� ALPINE CONNECTORS ARE MADE OF 200A QALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 1 0 .0 PSF ORWGA4460 AB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - R A G TL RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Y ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - N BC LL 0 0 PSF CONNECTORS PER DRAWINGS 150. ISO G 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.L D. 47 .0 PSF O/A LEN. 21-0-0 L CONFORM W/APPLICABLE PROVISIONS OF NOS O IPAN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER P SEAL ON THIS GRAVING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RTO�' Q ` F DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANT OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEt^ � W--TP . AT INSTITUTE. AT A F AT F T T „ SPACING SEE ABOVE TYPE hips Jot): 4- T T HIP THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MpA. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 570 570 WEBS 2x4 SP 03 BAG LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' Q.C. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------- ---------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS t+1-Gravity (-1=Uplift --------------------------------------------------------------- KKK UPLIFT KKKKKK HANGER KKK H5 - -4550(Jacks Only) 1 HUS26 + 2751: -1286:t10d 1ply) MTS12 -10000 1 HUS21 + 33151 -1550/((16d Iply) MTS12 - -2000:(2 Each) I HHUS48 = + 4299: -1660:110d 2ply)) MTT288 3786#(2 Each) "Od ff HHUS48 - + 5180: -2000#(16d 2ply) MTT28B = -4455#(2 Eat ) (16d�� HGUS48 + 66400 -21990(10d 2ply1 MST60 - -4688#(Per 2ply) HGUS48 + 8000# -2650#(i6d 2ply)) CS150 -1650#(Each► HGUS5.5= +113350 -39450(16d 3ply) --------------------------------------------------------------` REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS i II I 91 ! 3 9 4X6 4X5 (R) T m = 2P- 3X4 3 1 .5X3 0 (A1) 3X4 (At) X 21 21 , 2' R=11404 W=3"8 R=1140# W=3"8 TAY T� SED: 68526 PLT. . TY -ALPINE DESIGN CRIT-TPI QTY 1 TOTAL - i REV. 17.2m SCALE 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF f1� *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIO-9t BY TPI. SEE THIS DESIGN T C OL 7 .0 PSF DATE 12/01/94 (� \1Uvw�1►\y FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST98 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF MUNLESS GALY. STEEL MEETING ASTN OUIREMENTS. ESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG UO A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD K BC LL 0 0• PSF CON ECTORS PER DRAWINGS 130. 150 8 16OA-F. DESIGN STANDARDS WITH PROPERLY ATtACHEO RIGID CEILING -- SEE STATE of _ T 0 T.L O. 47 .0 PSF O/A LEN. 21-0-0 CONFORM K/APPLICABLE PROVISION$OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ORIO� 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 1ELIEO UPON IN ANY OTHER KAY. DESIGN TO THE TRUSS ERECTION cONrRAcraR. INEEa`' 0--TP T T NATIONALNSPECIFICATION FCONSTRUCTION SPACING 24.0" TYPE h ipS (4-361 D LOT I TLITEATTIC THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBM TTED Y T SS MFR. TOP CHORD 2x4 SP 42 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP #2 N UPLIFT (LB): 670 670 WEBS 2x4 SP 03 BRG,LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. y WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIOSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SOC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift SPECIAL LOADS NNN UPLIFT NNN NNM HANGER NNN ""---------------------------------------------- H5 - -4554(JaCkS Only) I HUS26 - + 27514 -12864(10d 1ply) TC - From 74 PLF at -2.13 to 74 PLF at 23.13 MTS12 - -10004 1 HUS26 - + 33154 -15500116d 1ply) BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -20004(2 Each) 1 HHUS48 - + 42994 -16600 10d 2ply) 8C - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT288 - -37864(2 Each) 110011 HHUS48 - + 51804 -2000. 16d 2ply BC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT288 - -4455#(2 Each) 1601 HGUS48 - + 66404 -21994 10d 2ply) MST60 - -4688# Per 2ply) 1 HGUS48 - + 80000 -2650# 16d 2ply) CS150-- - ------- - -16504 Each) 1 US5.5- +113354 -39454 16d 3ply) ----- - ------------ ---HG-------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 106" 10'6" 4X5(R) M 1.5X3 1.5X3 6 (v L 3X5(At) 3X5 (A i) 33X6 4x _7prB 21 A-15261 W-3"8 R=1527# W=3"8 PLT.aTYP.-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL - 4 REV. 17.2m SCALE6-0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF *I MPO RT AN T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH MISS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10 .0 PSF DRWG O A4411 OR B EXCEPT AS NOTED. APPLY CONNECTORS NNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY OUCEO KITH PROPER - 5606 - TAAND UNLESS OTHERWISE LOCATED ON THIS OESICK POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD -K BC LL 0 .0 PS F RAG CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF = TOT.LD. 47 .0 PSF OSA LEN. 21—O—O CONFORM"/APPLICABLE PROVISIONS OF S C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C SEAL ON THIS DRAWING APPLIES TO THE CONPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIOP F Q @� JOUR.FAC. 1 .33 IN ONLY. ATA ON"NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEV"' ""` N--TPI - T NAT A N SPECIFICATION FCONSTRUCTION ''' 1,N.NHH., SPAC I NG 24.0" TYPE Com n Job: 4- T T4LITEATTIC 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 2x6 SP 02 N UPLIFT (LB): 680 520 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- SPECIAL LOADS NxN UPLIFT NNN I NNN HANGER NNN -------------------------------------------------- H5 -455f(Jacks Only) HUS26 - + 2751# -1286# 10d 1ply) TC - From 74 PLF at -2.13 to 74 PLF at 21.00 MTS12 - -1000# ( HUS26 - + 3315# -1550f116d iply) BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -2000#(2 Each) ( HHUS48 - + 4299# -1660#OOtl 2ply) SC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT288 - -3786#(2 Each) (10d)I HMUS48 - + 5180f -2000#06d 2ply) SC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT288 -4455#(2 Each) (16d)( HGUS48 - + 66400 -2199#(10d 2pIy MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#116d 2oly CS150 -1650#(Each) ( HGUS5.5- +11335# -3945#06d 3ply --------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6" 10'6" 4X5 (R) m 1.5X3 1.5X3 6 lt') 3X5(A 0 3X5(A 1) Al X X8 21 ' -� 21 ' R=15360 W=3"8 R=1364# W=3"8 TAGT33 SED: 68530 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL - 4 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *I MPOR T A N T X X SMALL NOT RE 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 �� S �.,� TC DL /�f .0 PSF DATE 12/01/94 ^ \\U�`1V1►V\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG �U\\ A/Aa OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0 •0 PSF COCONNECTORS PER DRAWINGS M. 100 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT.LD. 47 .0 PSF OSA LEN. 21—0— 0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL DATE U/1/91) FOR PROPER O RIO' P'' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �� OUR,FAC. 1 .33 IN ONLY. ANG SHALL NOT Be RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 24.0" c o mn *—TPI - T T NAT A N F t N T RUCTION ��PH 1NPPP�` TYPE i J (4-3612) T TLITEATTIC SR THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. _ BOT CHORD 2x6 SP 02 N UPLIFT (LB): 670 510 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIOSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (i991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift -----------`--------------------------------------------------- j SPECIAL LOADS Mxx UPLIFT MMM I MMM HANGER NNN -------------------------------------------------- H5 - -455#(Jacks Only) HUS26 - + 27510 -12860(fOd 1ply i TC - From 74 PLF at -2.13 to 74 PLF at 20.71 MTS12 - -1000* HUS26 - + 3315# -1550#(160 (ply BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -2000#(2 Each3 MTT288 - -3786012 ))) I HHUS48 - + 4299# -16601 10d 2ply))) BC - From 1O PLF 20 PLF at 15.33 to.67 to 120 E at 21.00 14ST60B - -46880 Pera2ply)6d)I HGUS48 - + 8000# -2650# 16d 2ply) CS15O - -1650#(Each) I HGUS5.5- +113350 -3945# 16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 106 -�- - - 10'2"8 4X5 (R) M 1.5X3 1.5X3 sp LO 3XS(A1) 3X5 (A1) 3X6 4X7 3X6 1--2' 2088 - -1 R=1520# W=3"8 R=1353# W=3" TAY - T35 SED: 68624 P TY .-ALPINE DESIGN CRIT-TPI OTY i TOTAL - 1 REV. 17.2m SCALE -0.2500 ALPINE€NGINEEREO PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12101194 T C LL 30 .0 PSF REF I MPORTANT**SHALL NOT BE RESPONSIBLE FDR ANr ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HtB-91 BT TPI. SEE THIS DESIGN - `SPRURRP'�iiTC DL 7 .O PSF DATE 12/01/94 FAILUE TO BUILD THE TRUSS IN CONFORMANCE NITN OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -tl,� ' us ��ot ALPINE CONNECTORS ARE MADE OF MA GALY. STEEL MEETING AST" GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 •0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRIIM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDM BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 0 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - ATE OF TOT.L D. 47 .0 PSF OSA LEN. 20-B-8 CONFORM*/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERO RIDP P- SEK ON THIS=ING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNIS Q �� DUR.FAC. 1 .33IN ONLY, AID SHALL NOT BE RELIED U ON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER`' ■-- T T t t NATIONAL N F AT FOR WCONSTRUCTION 011,11P P "", SPACING 24.0" TYPE com n 4— i T T6 37*0TRAY HIP THIS DWG. PREPARED FROM C MPUTER INPUT LOADS & DIMENSIONS SUBMITTED 13Y TRUSS 01FR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 600 770 480 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. NIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. v A RIGID CEILINGOR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 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 ANO/OR SUPPORT ADDITIONAL LOADS --------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING www UPLIFT www I www HANGER www INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 455#(Jacks Only) I HUS26 + 27510 -1286#00d )ply) MTS12 -1000# I HUS26 + 3315# -1550#(16d )ply) MTS12 -2000#(2 Each) I HHUS4B + 4299# :1660000d 2ply) MTT28B " -3786#(2 Each) (10d) HHUS48 + 5180# 20000 16d 2ply1) MTT28B - -4455#(2 Each) (16d)l HGUS48 " + 6540# _2199#110d 2ply) MST60 " -4688#(Per 2ply) HGUS48 - + 8000# -2650#(16d 2ply� CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(160 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I I 10'8" 17'8" 5X5 X4 1.5X3X X5 m 1 .5X3 2 6 �1.5X3 Co to 3X5(A1) 9, 3X5(A 1) X=Ir X 4 3X7 5X4 �--- —20'8" 16'4" 37' R=1'132# W=3"8 R=1709# W=3"8 R=942# W=3"8 PLTAY T1 SED: 68620 T. TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCALE -0, 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 *I MPORT A N T x*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIOS. OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN e,.r ' TC OL 7 .0 PSF DATE 12/01/94 FAIUME TO BUILD TIE TRUSS 1N CONFORMANCE NITM OSTS8 BV TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -ALPINE CON ECTORS ARE MADE OF 200A QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 •O PSF ORWG —A446 OR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERT101SS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - BC LL O •O PSF RAG CONECTORS PER CRAVINGS 130, 100 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47 •0 PS]TYPE 0/A LEN. 37 0 0 CONFORM!w/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO TILE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � � DUR.FAC. 1 .33 IN ONLY. ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR.F--P -T T NAT NA N F AT ON F T T N I. .��I` ` SPACING 24.0" spec Jobe (A-3612) T T7 TRAY HIP THIS_DWG._PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS ITFR, I TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 560 800 440 WEBS 2x4 SP 03 BRG.LOC IFT1: 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED DR FULLY OPEN BUILDING (1991 SBC) i 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 ------------- --------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNW UPLIFT rNx I NNW HANGER ■xx INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MTS12 - --4551(Jacks Only) i HU00 S26 - + 3315# -1550# d iply� MTS12 - -20009(2 Each) I HHUS48 - + 4299# -1660#(fOd 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) ((16d))I HGUS48 - + 66400 -21990 10d 2ply) MST60 - -4688#(P 2ply) I HGUS48 - + 8000# -26501 16d 201y) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3plyl --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS k- 12'8" 13'8" 10'8" 5X5 3X4 1.5X3X6 In 3X4 1.5X3 ;D 6v c0 X5 (A 1) 9. 3X5(A!) 3X4 m �8. X X4 �► -- 20' 11"8 16'0"8 -( 37' R=!'080# W=3"8 R=1843# W=3" R=861# W=3"8 TAG T22 SED: 68622 PLT TY ._ALPINE DESIGN CRIT-TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF X IMPORTANT**SHALL NON BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN �` S - TC DL w 7 •0 PSF DATE 12101194 ^ \\UwV1IU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE NITN OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , vis ' - O\\\\\V�_ ALPINE CONECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 CR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS ANO UNLESS OTHERWISE LOCATED ON TNt3 DESIGN, POSITION LY ATTACHED PI.YW000 SHEATHING, BOTTOM CHORD x BC L L 0 O PSF RAG CONNECTORS PER CRAVINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.LD. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 RIO N, - SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'� OUR.FAC. 1 .33 IN ONLY. AM SHALL MT BE RELIED IRON IN AM OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. WEEP`'•�` •--TP . T INSTITUTE. NATIONAL F A f t T oN �''�� ,,,��`� SPACING 24.0" TYPE spec. 1Ob' (4-3611) T T8 37'0TRAY HIP THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S 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 (jLB): 540 830 420 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 8d NAILS O 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. -------------------J+)-Gravity .C. -------------------(+)-Gravity-(-)-Uplift ---------------------- ------I- ---------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WWx UPLIFT WWW WNW HANGER WWW H5 - -455#(Jacks Only) 1 HUS26 - + 27510 -12860(fOd 1ply) CONTRACTORS WARNING: MTS12 - -10000 I HUS26 - + 33150 -155000 6d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) ) HHUS48 - + 4299# -1660#1 lod 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786#(2 Each) (10d)� HHUS48 - + 51801 -20001t5d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44550(2 Each) (15d) HGUS48 - + 66400 -21990(100 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -16500(Each) ( HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14'8 9'8" 12'8" ---� 5X6 I.SX3 5X6 1 m 3X4 (A) 1 .5X3 ;D 6 CT (A) X5 (A 1) 3X5(A1) 3X5 —i�9• =3 itU X y�B' )4 20118 .�. 16'0.,8 J 37' ru R=1062# W-3"8 R=1884# W=3" R=838# W=3"8 TA? a T54 SEO: 68601 PLT. TYP.-ALP NE DESIGN CRIT-TPI GTY - 1 TOTAL 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CAPE 12/01/94 T C LL 30 .0 PSF REF *I MPGR T AN TSE*SHALL NOT BE RESPONSIBLE FOA ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN "US' F' - TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST89 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING At , ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG O ARAB CA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SHALL 0E LATERALLY BRACED WITH PROPER - 5606 UN - TAUSS AND LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 L )BOA-F• DESIGN STANDARDS WITH PROPERLY ATTACHED ANGIO CEILING -- SEE - STATE OF _ T 0 T.L D. 4 7 .0 PSF 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOA PROPER C 0 R10 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 SWILL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE EVFJ,` SPACING 24.0" TYPE spec W--TP -T At T NATIONAL SPECIFICATION F T i N •�N'�1NN�N'`' 4- T T9 37'0TRAY HIP 14'8 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (LB): 520 870 390 WEBS 2x4 SP /3 BRG.LOC FT : 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) Bd NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS -------------------(±)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING-AT 24' O.C. --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xNx UPLIFT NNNNNN HANGER NNN H5 - -455/(Jacks Only) I HUS26 + 2751/ -12861(10d 1ply) CONTRACTORS WARNING: MTS12 - -10001 1 HUS25 + 33151 -1550/(166 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -20001(2 Each) I HHUS48 = + 42991 -1660100d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786112 Each (10011I HHUS48 + 51801 MTT28B - -44551(2 Each) (166)1 HGUS48 -2000#116d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. - + 66401 -21991 10d 2ply) MST60 - -46881(Per 2ply) HGUS48 - + 80001 -26501 160 2ply) CS150 - -1650/(Each) HGUS5.5= +11335/ -3945/ 166 3ply ------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS i i �— 16'8" —5'8X6 148" 5X61.5X3 3X4 m 3X5 1.5X3 � (A a) 1.5X3 (A� 6t7 X5 (A 1) 3X5(A I) X -T--�9 —Tar3 3X5 3X4 L20' 118 16'0"8 �N 37' R-1061# W=3"8 R=1887#1 W=3" R=836# W=3"8 PLG T555 SEG: 68603 T. TY .-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-21 BY TPI. SEE THIS DESIGN d1E � TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD TIE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF DRW6 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •0 PSF RAG CONECTORS PER DRAWINGS 130. 150 L ISOA-F. DEBTOR STANDARDS WITH PROPERLY AtTACMEO RIGID CEILING -- SEE TOT.LD. 47 •0 PSF O/A LEN. 37-0-0 CONFORM N/APPLICABLE PROVISIONS OF NDS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERPSEAL ON THIS DRAWING APPLIES TO 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 NAY. DESIGN TO TINE TRUSS ERECTION CONTRACTOR.W-- AT T TT MAi A N F AT F R T T N . `` SPACING 24.0.. TYPE spec Job.--(4-3611) LOT T10 37*0TRAY HIP THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SU MITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 490 910 360 WEBS 2x4 SP #3 8RG.LOC (FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD' WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1%4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 80 NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- i MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N:N UPLIFT Nxx I xxx HANGER xxx HS -455#(Jacks Only) I HUS26 - + 2751/ -1286#1104 1ply) CONTRACTORS WARNING: MTS12 - -1000/ 1 HUS26 - + 33151 -1550# 16d (ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000e(2 Each) ( HHUS48 - + 4299# -16600(fOtl 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786/(2 Each) (10d)I HHUS48 - + 51800 -2000/1164 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455/((2 Each (160) HGUS48 - + 66400 -2199# 10d 201y) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#116d 2p1y) CS150 - -1650#(Each) i HGUS5.5- +113351 -3945# 16d 3ply) ---------------------------------------------- --- '- ------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 18'8" -�-m 16'8" -� 5X5 5X5 (R) 3X4 3X4 m 3X5 3X5 m A �A) 1 .5X3 1.5X3 (A) 6 p 3X5 (A i) 9' —Tr3X5(A i) Pq X4 T1 . 4 3x 2X4 3X5 5X4 X7 �-- —20' 11"8 -�• 16'0"8 --)x m �N i8•8- — _(_ �• 16'0"8 I_N� f N 37' R=1045# W=3"8 R=1941# W=3" R=798# W=3"8 TAY T5g6 SED: 68608 PL7. TY .-ALPINE DESIGN CRIT=TPI OTY = i TOTAL - 1 REV. 17.2m SCALE =0.1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT)()(SMALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING., ERECTION AND -7 •� n i\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN o s TC TC DL / .0 PSF DATE 12/01/94 FAILURE TO BUILD TIE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -ALPINE CONECTORS ARE MADE OF 20GA 6ALY. STEEL MEETING ASTM GUIRE"ENTS. UNLESS OTHERWISE INDICATED, TOP OC DL 10 •0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHNORD SMALL BE LATERALLY BRACEO WITH PROPER - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD8C LL 0 0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 t 1SOA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ TOT.LD. 47 •0 PSF 0/A LEN. 37-0-0 COFORM W/APPLICABLE PROVISIONS OF NDS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPOATE p/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. " '' SPACING 2 4.D" "--P - INSTITUTENATIONAL N SPECIFICATION F WCONSTRUCTION �H HNw, TYPE spec 10 (4-3611) T T TRAY COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRU MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 500 910 360 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ONLY. DO NOT USE WITH PLASTER CEILING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (A) 1X4 'T' BRACE. SAME GRADE AS NEB MEMBER. ATTACH WITH (+)-Gravity (-)-Uplift ------------------- 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------- ERECTION CONTRACTOR. x*x UPLIFT *** 1 xxx HANGER *** H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860110d .ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -1000• I HUS26 - + 33151 -1550006d Sply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -20000(2 Each) (( I HHUS40 - + 42990 -1660000d 2ply MTTCONTRACTORS WARNING: MTT28B = -44550(((2 Each) (16d)1 HGUS48 + 66401 -2/990( Od 2ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MST60 - -46880(Per 2ply) ) HGUS48 - + 80000 -26500)16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CS150 - -16500(Each) I HGUS5.5- +11335/ -39450(16d 3ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. --------------------------------------------- ------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- — 19,6„ 17'6" _I 5X5 1.5X3 1.5X3 3X4 m .� 3X5 (A) X5 0 1.5X3 1.5X3 6 � 3X5 (A1) g, 3X5(A I) X4 I =3 X X _._J_ 3X3 20' 10"4 •+- - - 16' 1"12 I �N 37' R=1063# W=3"8 R=1881# W=3"8 R=839# W=3"8 ' TO T18 SEG: 68547 " IP T TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - 1 REV, 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, TRUSSES REGUIPE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR INC'ANY WARNING IN HANDLING. ERECTION AND 7 — t DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI9-9t BY TPI. SEE THIS DESIGN �1't'111"e�� TC DL ! .0 PSF DATE 12101194 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSS BY TPI. FOP ADDITIONAL SPECIAL PERMANENT BRACING RE - ` s /�ALPINE CONNECTORS ARE MADE OF 266A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 •0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0 pSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL CONNECTORS PER DRAWINGS 130. 150 9 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT.L D. 47 .0 PSF D A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL On THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS L O RIO P Q°;: DUR.FAC. 1 .33 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ,' INE EP�',�` "--TPR .iR1155 Pl►TE INSTITUTE. 1105- 1991 NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION "_,�,H„H1__ SPACING 24.0" TYPE spec t 4- T T - RAY H PM 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS S WITTED Y T U MiFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LBI: 590 610 WEBS 2x4 SP 03 BRG.LOC (FTI: 0.00 13.04 ' 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) . 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) JACKS HAVE NO WEBS. ------------------------------------ --------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (0-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NMN UPLIFT NMN I MNN HANGER KNIT H5 455#(Jacks Only) I HUS26 - + 2751/ -12860(10d 1ply) MTS12 -1000# 1 HUS26 - + 33151 -15500(t6d 1ply) MTS12 2000#(2 Each) I HHUS48 - + 4299: -1660#(100 2ply1) MTT288 - -3786#(2 Each) (i0d)! HHUS48 - + 5180: -2000#(16d 2ply) MTT288 -44550(2 EaChI (160)II! HGUS48 " + 6640: -21990(10d 2ply) MST60 4688#(Per 2ply) HGUS48 - + 8000/ -2650#(16d 2ply) CS150 -1650#(E ch) HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1338 -� 7' 6'3"8 4X5(R) 3X5 1.5X3 LAI E=3 ml 3X4 m cn 0 r, 6 r,- `� 2X7 (Al) X 1' 1' .•3 8. a 3 5X55 (_2 -- }-----4'3"8 9 13'3"8 -� �----- —7' — 6'3"8 R=1255# W=3"8 578# R=1422# W=3" PLTA? T19 SED: 68553 T, TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF Cr *IMPORTANT(*SHALL NOT BE RESPONSIBLE Fal ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNus" TC C DL 7 .0 PSF DATE 12101194 \\Uv�vILV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 0 ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREME"TS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL CONNECTORS PER DRAWINGS 130, 140 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.L O. 47 .0 PSF 0/A LEN. 13-3-8 CaFORM M/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER Q'- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEIS DRYWALL APPLICATION. FURNISH A COPY OF THIS t 0 RIO Y' Q',� ouR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ;c INEE ,.� SPACING SEE ABOVE TYPE spec a--TPI-T ATINSTITUTE- NATIONAL DESIGN SPECIFICATION N S1 T N ''`��1�1�" 4- T13 37*0TRAY HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 D MENSIONS SU MITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N :T2 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. •T3 2x4 SP Of Dense: UPLIFT LB): 430 910 660 BOT CHORD 2x4 SP 02 N BRG.LOC FT): 0.00 13.04 36.71 WEBS 2x4 SP 03 :WB 2x4 SP'!2 R. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BEARING BLOCKS: NAIL TYPE: 0.131x3.0 1Hai1s --------------------------------------------------------------- BRG X-LOC !BLOCKS LENGTH/BLK NAILS/BLK TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 1 13.042' 1 14' It (+)-Gravity (-)-Uplift NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE 0 GRADE AS CHORD. WWW UPLIFT WWW i WWW HANGER *x* H5 - -455!(Jacks Only) i HUS26 - + 2751! -f2861(!Od 1ply) (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH MTS12 - -1000! I HUS26 - + 3315! -1550#(16d !ply) 8d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 - -2000!(2 Each) I HHUS48 - + 42990 -16600(10d 2ply ERECTION CONTRACTOR. MTT288 - -3786!((2 Each) (10d)) HHUS48 - + 5180! -2000006d 2oly) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MST608 - -4688!(Pera2ply,6dll HGUS48 - + 8000! -26500(160 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CS150 1650#(Each) HGUS5.5- +113350 -39450(16d 3plyl ------------------------------------------------------------ CONTRACTORS WARNING: REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 13.33 TC - From 161 PLF at 13.33 to 161 PLF at 30.00 TC - From 74 PLF at 30.00 to 74 PLF at 39.13 SC - From 20 PLF at 0.00 to 20 PLF at 13.33 BC - From 45 PLF at 13.33 to 45 PLF at 30.00 SC - From 20 PLF at 30.00 to 20 PLF at 37.00 BC - 579 LB Concentrated Load at 30.00 37' -� (�9 21X3 7, 5X6 4X T2 X X 44 X7 T 6 1_71 3X4 W6 1.5X3 4'10'3 4X5 (A2) 3 (A i1 1' X4 X1 4X X X4 ?' 48' a p5 �---- 13'4" 23'8" ---� �N-�-�-da 32'8 8 - -37• _I -- 30' 7 sw. R=210# W-3"8 R=3938# W=3"8 R=2080# W=3"8 PATAY T220 SEO: 68555 T. TYi�•-A PINE DESIGN CRIT-TPI OTY i TOTAL - i REV. 17.2m SCALE -0. 1018 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND I\ DEVIATION rAOM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN � "j1"f��i� TC DL 7 •0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` vvs lo I ALPINE CONNECTORS ARE MADE OF POGA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP . BC DL 10 •0 PSF DRWG O A446 GR:EXCEPT AS NOTED. APPLY CONNECTORS To EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER - 5606 _ RAG USS TRAND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 •0 PSF CONNECTORS PER DRAWINGS 130. 150 a 18DA-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING -- SEE STATE OF _ TOT.L D. 47.0 PSF 0/A LEN. 37-0-0 CONFORM x/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER L O ql�+ SEAL ON TNI:DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q'�� DUR.FAC. 1 .33 IN ONLY. AHO SWILL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. /INEE�',.` *--TPI AINSTITUTE- N GN SPECIFICATION FOR NST T P SPACING 24.0" jypE spec Job' 14-36111 T14 37'0 TRAY HIP 9 THIS OWG. PR PARED FROM MPUTER INP 7 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): 410 800 650 WEBS 2x4 SP 03 BRG•LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+l-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. xxx UPLIFT MNN I MN1E HANGER NWN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS25 - + 27510 -12860(10d 1ply) MTS12 - -10000 1 HUS25 - + 33150 -1550#(16d 1ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -37660(2 Eachl (10d)1 HHUS46 - + 51800 -20000(16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455#(2 Each) (16(1)1 HGUS48 - + 66400 -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) CS150 -1650#(E ch) I HGUS5.5- +113350 -3945#(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS ------1! -} 17' ��- 9 -----� I 5X5 3X5 3X4 X5 m 3X4 A) 1.5X3 6 � �X5 ) 9' 33X5(A i) ._i_ X X X X . a 3 5X5 13'4" 23'8" _I �.N 4'3"8 32'8"8 f 37' �I A-4420 W-3"8 R-2245# W-3"8 R=1097* W-3"8 PLt. TYP.-ALPIN DESIGN CRIT-TPI OTY - i TOTAL i REV, 17.2m SEG .-ALPINE ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTPEME CARE 1 2/2 9/9 4 TC LL 30 .0 PSF REF n� *IMPORT ANT**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND (1 ^ )\ DEVIATIOM FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 8Y TPR. SEE THIS DESIGN RRM MIJS' f��i TC DL 7•. FAMM TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOE BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O PSF DATE 1 027�94 ^ \\U�wl`A1►U\ ` v ALPINE CONNECTORS ARE NAGE OF 209A GALY. STEEL MEETING ASTN DUIREIENTS. UNLESS OTHERWISE INDICATED. TOP _ _ EIC OL 10• D PSF ORWG \\�\\\VV\\\) AAM ON B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 I=AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATTACHED PLYWOOD SHEAt"ING, BOTTOM CHORD W BC LL O•0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - TOT.L D. 47 •O PSF O/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER (0 RIO S£NL ON TNTS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 1HIS �. Q•�� DUR.FAC. 1 33 IN OKY Ab SMALL NOT BE RELIED IIPONN IN ANY OTTER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� I INEE�, SPACING 24,0" O" SPEC ■-TPI -TRUSS PLATE INSTITUTE. WDS - 1991 NATIONAL DESIGN SPECIFICATION FOR M000 CONSTRUCTION M11,10 `, TYPE 4- T 7' TRAY HIP I THIS WG. PREPARED FROM COMPUTER INP T L ADS s MENSIONS) SUBMITTEO BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 390 840 640 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift ------------------- ------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. WW* UPLIFT mom ) WWR HANGER WWW MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) 1 HUS26 - + 2751# -128611(10d iply) MTS12 - -100011 1 HUS26 - + 3315# -1550#(16d 1ply) CONTRACTORS WARNING: MT512 - -2000#(2 Each) I HHUS48 - + 4299# -16600(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT289 - -37860(2 Each) WWI HHUS48 - + 5180# -2000#1160 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(SOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(160 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 13' -----�- 13' - ��• - 11 T 5X7 X6 m 3X4 (A) (A) 1,5X3 O 6 (7 to X5 (Ai) —rz*3 X5(Ail 3X6 3X4 a 3 5X5 13'4" �� - -- -- -23'8" J �N 4'3"8 1 32,8"8 37' _I A-4820 W=3"8 R=21651 W=3"6 R=1136# W=3"8 T222 SEG: 68559 PL PL Ty DESIGN CRIT-TPI GTY - i TOTAL i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED vRoolJCTs. INC. TRUSSES REOUIRE EXTREME CARE 1 2/?9/9 4 TC LL 30 .0 PSF REF N IMPORTANT**%HALL NDT BE RESPONSIBLE FDR ANTWARNING IN HANDLING. ERECTION AND I\ DEVIATION FRp1 THIS DESIGN OR THESE SPECIFICATION', OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN e,.. ' 'rTC DL 7 .0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN COWOR14ANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - \\\\\V�_\V�i ALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM OUIREMENTS. IRIESS OTHERWISE IMOICATEO, TOP _ - BC DL 10 .0 PSF DRWG A4.OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LL0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 L I%OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE _ TOT.LO. 47 •0 PSF 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROYISIONS OF NDS i TPI. AN ENGINEER'% ALPINE 1ECHNICAI LIPOATE 17/1/911 FOR PROPERSEAL ON TNIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS •� DUR.FAC. 1 3TN ONLY, ANO%MALL MOT BE RELIED IRON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, ,` W--TPI - TRUSS PLATE INSTITUTE, NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRICTION ��I1��It SPACING 24.0" TYPE SPEC )0 (4-3611] T T16 37'0TRAY HIP 13 THIS OWG. PREPARED FROM OMPUTER INPUT LOADS 6 IMENSIONS SUBMITTE Y TRUS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 840 630 NESS 2x4 SP f3 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Sd NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity H-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455*(Jacks Only)) HUS26 - + 27510 -128601fOd 1ply) MTS12 - -10000 I HUS26 - + 33150 -15501(16d 1ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B - -37860(2 Each) (100)1 HHUS48 - + 51800 -20000(i6d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455# 2 Each) (16(j)1 HGUS48 - + 6640# -21990(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -46880IPer 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -16500 Eech) I HGUS5.5- +113350 -39450(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1 15 9 13 5X5 X4 55 m 3X4 X4 ) 6 G;r 1.5X3 X5(A i) 9, 3X5(A 1) I` X X T 8. .a3 5X12 !3'4" �� - 23'8" --� (_-iv 4H3"8 32'8"8 f 37' R=419# W=3"8 R=2281# W=3"8 R=1084# W=3"8 TAg T 3 SED: 68561 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY - i TOTAL. - i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAPE 1 2 2 ,,/94 9 T C LL J O .O PSF REF )(*IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T C OL 7 .0 PSF DATE 12/29/94 \UVwvI►V\ FAILURE 10 BUILD THE TRUSS IN CONFORMANCE NITM OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING AWEVUS _ O ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10.0 PSF ORWG O A446 QR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL B-LATERALLY BRACED WITH PROPER - 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATTACHED PLYN000 SHEATHING, BOTTOM CHORD M BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 S 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIG10 CEILING --SEE STATE OF T O T.L D. 47.0 PSF O/A LEN. 37-0-0 CONFORM*/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER l 0 R10 Y' P ` SEAL ON THD!OIAMINO APPLIES TO THE COMPONENT DEPICTED"ERE DRYWALL APPLICATION. FURNISH A COPY TM1S �. Q � DUR.FAC. 1 .33 IN ONLY ANA SMALL NOT B:RELIED UPON IN ANY OTHER MAV. DESIGN TO THE TRUSS ERECTION CONTRACTOR. `-,� SPACING 24.0" SPEC W-TPI -TRUSS PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �'H• E.•' �� TYPE J Job; 4— T T17 37-0 TRAY HIP 15 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): 390 830 630 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS MES MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 1 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. NNN UPLIFT NNW I NNN HANGER NWW MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455/(Jack5 Only) I HUS26 - + 27510 -12860(10d ipiy) MTS12 - -1000! 1 HUS26 - + 33150 -15500(i6d 1ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 - + 4299f -1660#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -37861(2 Each) (10d)I HHUS48 - + 51BOf -2000#(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640f -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688] Per 2ply) I HGUS48 - + 80000 -2650]((16d 2ply) CS150 - -1650#(Each ) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS --- 17' --�---5' 15' - 5X6 (R) 515 3X5 P 3X5 A) 3X4 (A) CD 1.5X3 6 3X5 (Ai) =3 X5(A 1) 4jh 53Xi X T �8' -� -a3 5X12 13'4" 23'8" -) 4'3"8 32'8H8 37, J R=450# W-3"8 R=2232# W=3"8 R=1101# W=3"8 PLT =TYPO-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - 1 REV. 17.2m SCALE680.1667 ALPINE ENGI/EEREO PROOUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/29/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT RESPONSIBLE FOR AN. ARMING IN HANDL INc, ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HtB-91 BY TPI. SEE THIS DESIGN �N "f�� TC OL 7.0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` �vS ALPINE CONNECTORS ARE MADE OF 20SA QALY. STEEL MEETING ASTM WIREMENTS, UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •O PSF ORWG A446 OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 S 180A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 47 .0 PSF D/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS O TPI. AN ENGtNEER'S ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPER t 0 RIOT SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q•�� DUR.FAC. 1 .33 SPEC IN ONLY, AND SMALL MOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEV9,01, SPACING 24.0" JPEI. W--TPI -TRUSS PLATE INSTITUTE NOS - 2991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '�N�.... TYPE Job: (4-3611) T Ti8 37'0 TRAY HIP 17 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 (L8 620 WEBS 2x4 SP #3 BRG.LOC (FT�: 390 830: 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (B) 1X4 "T' BRACE, SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) Bd NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (A) 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH -------------------(+)_Gravity (-)-Uplift --- - -- --- 160 NAILS 0 1' O.C. GRACING MATERIAL TO BE SUPPIIEO BY xxx UPLIFT xxx I -----------xxx HANGER--- -xxx--------- ERECTION CONTRACTOR. H5 - -455#(Jacks Only) I HUS26 - + 2751/ -1286#(10d 1ply MTS12 - -10000 1 HUS26 - + 3315/ -15500((16d 1ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MTSf22000!(2 Each) I HHUS48 - + 42990 -1660E(fOd 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -3786R(2 Each) (10d11 HHUS48 - + 51800 -2000# 16d 2ply MTT288 - -4455=(2 Each) (16d1)I HGUS48 - + 66400 -2199/ fOtl 2p1y CONTRACTORS WARNING: MST60 4688#(Per 2ply) I HGUS48 - + 8000! -26501``f6tl 2ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS CS150 - -16500(Each) I HGUS5.5_-+!!3350_3945II16d 3ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING --------------------- - ------ INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 19' 17' _I 5X6 X5 1.5X3 3X4 m 3X5 A) (B) 3X5 (e) .~ 3X4 1.5X3 Cn 6 � { X5(A 1) 9' =3X5 (Al) 1. 3 3 3X x4 T a 3 5X5 13'4" 23'8" _I 32'8"8 f� 37' R=5230 W=3"8 R=2120# W=3"B R=1141# W=3"8 PL?. TY S-ALPINE DESIGN CRIT-TPI OTY - i TOTAL 1 REV. 17.2m SCALE6-0.1667 ALPINE ENGINEERED PRODUCTS" INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NDT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN Uri TC DL 7 .0 PSF OA T E 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , - 0 ALPINE CONVECTORS ARE MAGE 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 GRACED WITH PROPER 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 .0 p SF RAG CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF _ T O T.LD. 47 .0 PSF O/A LEN. 37-0-0 CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER (0 RIS P p ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � OUR.FAC. 1 .33 IN ONLY. AMC SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ■-- - t.PLATE INSTITUTENATIONAL N SPECIFICATION FOR WOOD CONSTRUCTION '��„ ,,,,�� SP A C I NG 24.0" TYPE spec (4-3611) T T19 37*0TRAY COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP t2 N UPLIFT (LB): 390 830 620 WEBS 2x4 SP 03 BRG.LOC NFT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. p WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 :3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING --------------------+------------------------------------------ MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. ( )-Gravity (-1-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. WWW UPLIFT WWW I WWW HANGER WW11 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27571 -12860!100 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500116d !ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each)) I HHUS48 - + 42991 -1660#(100 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -37860(2 Each 1 Each) _ HHUS48 - + 5180: -2000t(f6d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455#(2 EaCh 0 60HGUS48 - + 6640# -21997 Sod 2oly INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650# 160 2ply CS150 - -1650:(Each) HGUS5.5- +113357 -3945: I6d 3ply) I --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 19'6" }- 17'6" _1 5X5 4X6 3X4 -y 30-- (A) 3X5 o (A) ) 1.5X3 1.5X3 6 p X5(A 1) 3X5(Ai) -�9 �3 1 X X X4 _1.g --l- 3 3 5X12 �--- 13'4" 23'8" -� �N 413"8 32 8 8 37' J R=456# W=3"8 R=2223# W=3"B R=1105# W=3"B PLY - 2 SED: 68568 T TYP7-ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL - 3 REV. 17,2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPGRTANT-X*SHALLNOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN dtN " TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE $ot ALPINE CONNECTORS ARE "ADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF ORWG A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER - _ BC LL 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. ISO 6 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE _ T 0 T.LD. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL ADPLICAtIOM. FURNISH A COPY OF THIS Fac. 1 .33 IN OLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �`` spec T T T T NAT A F AT F T T '1 ,. SPACING 24.0" TYPE l Job' 4- T T H PM 7 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. GOT CHORD 2x4 SP :2 N UPLIFT (L81: 700 710 WEBS 2x4 SP #3 BRG.LOC FT : 0.00 16.00 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT ENO. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- WWW UPLIFT WWWWWW HANGER MMN H5 - -4550(Jack5 Only) HUS26 - + 27510 -12860(10d 1ply) MTS12 - -10000 I HUS26 - + 33150 -15500(16d 1ply MTS12 - -2000#(2 Each) I HHUS48 + 42991 -1660#00d 2ply) MTT288 - -37860(2 Each) (10d) HHUS48 - + 5180: -2000f116d 2ply) MTT28B - -44551(2 Each) (f 6d) HGUS48 + 6640# -21991 10a 2plyj MST60 - -4688f(Per 2ply) HGUS48 + 80000 -26501 16a 2ply CS150 - -16500(Each) I HGUS5.5- +113350 -39450116(1 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 163" -� 79.3H _I 4X7 1 .5X3 _3X8 T T m 1.5X3 0 0 6 p `" m m 2X7(A1) 4'3 9 —` 3X4 4XIO 3X3 16'3 -� �-2' 16'3" -� 7' g,3H _I R=1575# W=3"B 578# R=1707# W=3" PL7.aTYPB-ALPINE DESIGN CRIT=TPI DTY i TOTAL i REV. 17.2m SCALE6=013750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�� *I MPORT AN T 9X SHALL NOT DE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR MESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-21 BY TPI. SEE THIS DESIGN X11 •�� TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST09 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - �US ALPINE CONNECTORS ARE MADE OF POCA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF ORWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND IRILE39 OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 t ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RtG10 CEILING -- SEE STATE OF _ T 0 T.L O. 47 .0 PSF O/A LEN. 16-3-0 CONFORM M/APPLICABLE PPOYtSiONS OF NOS t MI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER L O R10 P ? ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .• �. 9 DUR.FAC. 1 . 33 IN ONLY, AND SHALL NOT BE RELIEO UPON IM ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�'��` .--TP -T AT t i NAT A c F At ON F WCONSTRUCTION •' �.,I,,,. SPACING SEE ABOVE TYPE h ipm 4— T T21 7'4 GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC FT): 0.71 7.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1997 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-1-Uplift THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING WWW UPLIFT WWW I xxx HANGER WWW INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455/(Jacks Only) I HUS26 - + 27510 -1286#(fOtl 1ply MTSf2 - -1000! 1 HUS26 - + 3315/ -15500 161, fply MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(fOtl 2ply MTT288 - -37861(2 Each) (10d)I HHUS48 - + 57800 -20000(16d 2ply) MTT28B - -44550(2 Each) (1601 HGUS48 - + 66400 -21990(10d 2DIy) MST60 - -4688:1Per 2ply) 1 HGUS48 - + 80000 -2650/ 16d 2ply) CS150 - -16500(Each) 1 HGUS5.5- +113350 -39450116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �----3'8" 3'8 T 4X4 6 p 0 2X4 (01) X4 (DS) Li 10' �r4 1.5X3 �--m 6'7"8 7'4" -� R=376#•W=3"8 R=313# W=3"8 TAY Tgg6 SEO: 68626 PLT. TYP.-A PIN DESIGN CRIT-TPI OTY - i TOTAL = 1 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9I BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE U17H OSTa9 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE KPINE CONNECTORS ARE"ADE OF 206A GALY. STEEL MEETING ASTM OUIREMEHTS. UNLESS OTHERWISE INDICATED. TOP -- - 8C 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 - 0 .0 PSF RAG TAU"AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W B C LL CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.L D. 47 .0 PSF O/A LEN. 7-4-0 CONFORM N/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TEC1NtCAL UPDATE (7/1/911 FOR PROPER - L 0 RIOp It SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F e DUR.F AC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS EMICTION CONTRACT OR. INEE�'��` c o m n W--P AT INSTITUTE. NATIONAL N SPECIFICATION F MO CONSTRUCTION ''� ��tRi�� SPACING 2 4.0" TYPE (4-3612) T T22 7.4 COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 'y DIMENSIONS SUBMITTE BY TRUSS MFR. TOP.CHORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 280 410 WEBS 2x4 SP 03 BRG,LOC (FT): 0.71 5.33 :Lt Wedge 2x4 SP #3: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 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 --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING xxx UPLIFT xxx i WNW HANGER xxw INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(100 1ply) MTS12 - -10000 I HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HFIUS48 - + 42990 -16600(104 2ply) MTT28B - -37860(2 Each) (fOd)I HHUS48 - + 5180# -200001160 2ply) MTT28B - -44550(2 Each) (16tl)1 HGUS48 - + 6640# -21990 SOd 201y) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS ----3'8" 3'8" ---i T m1 N 1.5X3 cv s (-3X7 2X4 (A 0 n X4 (A i) 4 310' i. 1.5X3 t- 4' 11" 1�2' f 7-4" `T= 2 �l R=390# W=3"8 R=605# W=3"8 PLgg T37 SED: 68630 T. TYP.—ALPINE DESIGN CRIT-TPI OTY - i TOTAL = i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12101194 TC LL 30 .0 PSF REF X I MPOR T AN T N*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICAiI0N5, W1 ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - 'N1�tVS"er�� TC DL 7 . 0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOP ADDITIONAL SPECIAL PERMANENT BRACING RE - v ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 :O PSF DRWG O A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER - 5606 - 0 .0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED CN THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL CONNECTORS PEP DRAWINGS 130, 150 L 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT.L D. 4 7 •0 PSF O/A LEN. 7—4-0 CONFORM M/APPLICABLE PROVISIONS O: NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ' SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS L 0 RLO�'Q R IN ONLY. AND SHALL NOT Be RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. -�� F OUR.FAC. 1 33 •--P - At T i T At A N F AT F T T ON jNE " SPACING 24.0svr " TYPE comn ��N rr rrHH�� 4— T J 7*0 ENOJACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 300 200 200 WEBS 2x4 SP 02 N SRG.LOC FT : 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 212.01. --------------------------------------------------------------- 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. --------------------------------------------------------------- NNN UPLIFT xNN l T HANGER NNN CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 2751# 12860110d 1plyl THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315/ -15500 16d (ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 42991 -166000 0d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each (10d11 HHUS48 - + 51801 -2000 16d 2ply MTT28B - -4455#((2 Eachl (16d)I HGUS48 - + 6640# -21990110d 2ply MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650006d 2ply CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=2121 W=1"8 _,412'6"4 m 0 6 p m j T 2X4 (Al) 4'3 9' (- 2, 7' I� R=5261 W=3"8 R=73# W=1"8 PL = SED: 68517 TYPO—ALP N DESIGN CRIT=TPI OTY 17 TOTAL = 17 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF t X IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION ANDOEYIATI�FROM TNIS DESIGN OR TIES# SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 8Y iPl. SEE THIS DESIGN e��13, T�' DL 7 0 PSF DATE 12/01/94 FAILURE t0 BUILD TIE TRUSS IN CONFORMANCE WITH OSTBB 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 _ A448 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 •0 PSF RAG TtN/S4 ANA ULESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LLCONNECTORS PER DRAWINGS 130. 130 S ISOA-F. DESIGN STANDARDS NITN PROPERLY ATTACHED RIGID CEILING -- SEE _ TOT.LD. 47 •0 PSF (]/A LEN. 7—O 0 CONFORM N/APPLICABLE PROVISfONS OF NAS t TPI. AN ENGINEER'S ALPINE tECHNICAL UPDATE (7/1/911 FOR PROPERP`SEAL ON THIS GNAWING APPLIES 10 THE COMPONENT DEPICTEDHERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .33 IN OILY. ANA SHALL NOT BE RELIED UPON IN ANY OtNER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �•--P • T i t NA NA N f At f N 1 t N N�N`NNNN"` SPACING 24.0" TYPE eCk o 4- T J 7'0 ENDA THS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED Y TRUSS MFR. BTOP CHORD OT CHORD 2x4 SP 02 N UPLIFT fLB): CONNECTIONS 000o0AT BEARINGS AS INDICATED. WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 5.63 5.63 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.' WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 190.70. -------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- WNW UPLIFT NWW IWWW HANGER WMM CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#00d !ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d !ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#000 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each) 00d)I HHUS48 - + 5180# -20000(160 2ply MTT288 - -4455#(2 Each) OE HGUS48 - + 6640# -2199#(((100 2ply MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80001 -2650# 15d 2ply CS150 - -1650#(Each) I HGUS5.5- +113351 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=191# W=1"8 5,4 __*,. _I 12'6'4 6P- T m 0 m T 9 5.7"8 _I 1.5X3 R=264# W=3"8 R=74# W=1"8 G SEG: 68519 PLT. TYP.-ALP NE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PAODUCT9. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 NIMPORTANT)E�E SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION ANo DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-9t BY TPI. SEE THIS DESIGN - .��Uc� �� TC DL 7 .0 PSF DATE 12/01/94 fA1Lix t0 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR AOO/ilONAI SPECIAL PERMANENT GRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GARY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTtrtRNiSE INDICATE O, TOP - - BC DL 10 .0 PSF DRWG 0 A116 611 B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE of CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF T 0 T.L D. 47 .0 PSF D/A LEN. 5-7-B CONFORM N/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER D R1Q' P� SEAL ON TNI1 ORAMING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �.. Q � DUR,FAC. 1 .33 tN Y. ANO SHALL NOT [#RELIED UPON IN ANY OTHER WAY. DESIGN TO THE I..ERECTION CONTRACTOR, INE, SPACING 24.0•� TYPE a C k ■--P -t A 7 1 NAi NA N F At F T T N '��R R�� `,` 4— T J 3-3 END JACKTHIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS UBM TTEO Y TRUSS MFR. TOP.CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHDRO 2x4 SP 02 N UPLIFT LLB): 230 200 WEBS 2x4 SP #3 BRG.LOC 1FT): 0.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -----------------------------------------------------------"'- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift -------------------------------------------------------------- MxM UPLIFT MMM I MMM HANGER MMM H5 - -455#(Jacks Only) I HUS26 - + 2751= -12860(10d Sply) MTS12 - -10000 1 HUS26 - + 33150 -155000 6d 1piyl MTS12 - -20001(2 Each) I HHUS48 - + 42990 -1660#(i0a 2ply) MTT288 - -3786#(2 Each) ((10d))1 HHUS48 - + 5180/ -20000(16d 2ply)) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#(fOd 2pIy) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2x2 T 6 T 2X4(Al) 4"39' 1.5X3 �--2' —3'3" -{ R=389# W=3"B R=69# W=3" TAG T42 SEG: 68522 PLT. TYP.-ALPINE DESIGN CRIT-TPI GTY - 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 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 �tltlus 11 E'�,, - TC DL 17 PSF DATE 12/Q 1/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` v ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10 .0 PSF DRWG O A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MITH PROPER - 5606 - BC L L 0 O PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M CONNECTORS PER DRAWINGS 130. 130 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ ToT.Lo. 47 .0 PSF D/A LEN. 3-3-0 CONFORM M/APPLICABLE PROVISIONS OF NDS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/9t) FOA PROPER [0 ql�� P SEAL ON THIS ORAMIMG APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �. Q' DUR.FAC. 1 .33 IM ONLY. AND SHALL NOT SE RELIED UPON IM ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE E�'.``` w—TPI A T NATIONAL N SPECIFICATION FOR MCONSTRUCTION ''H�1HH1111R' SPACING 24 �" TYPE eCk Job: (4-3611) T RN R JACK THIS DWG. PREPARED FROM COMPUTER INPUT L AOS S DIMENSIONS SUBMITTED BY TRUSS MFA TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N UPLIFT SLB): 230 200 200 REBS 2x4 SP #2 N BRG.LOC 1FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH, MEAN HEIGHT - 15,00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR-FULLY-OPEN-SUILOING (1991 SBC) REACTION 0 133.72. ----------- ----- ---- ---------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. (+1-Gravity (-)-Uplift ------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----------------------------------------- NNN UPLIFT NNN ( WNW HANGER NNN CONTRACTORS WARNING. H5 - -4550(Jacks Only) 1 HUS26 - + 2751# -12B60(10d 1ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) 1 HHUS48 - + 42990 -166001104 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each) (10d11 MHUS48 - + 51800 -20000S16d 2ply MTT288 - -4455012 Each) (16dHGUS48 + 6640# -2199#(1100 2ply MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650# 16d 2ply CS150 - -1650#(Each) HGUS5.5- +11335# -3945# 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 12'6"4 m z O 6 CU T 2X4 (AI) 4'3 ]0' �---2 ---� 5' --� R=445# W=3"8 R=44# W-1"8 PLG T50 SED: 68586 T. TYP.—ALPINE DESIGN CRIT-TPI OTY . 8 TOTAL - 8 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT*X SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR AMI BRACING. SEE HI0-9t BY TPI. SEE THIS DESIGN �f�1s �� TC DL 7 •0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSt68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF MA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF ORWG Aua OR a 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 N 8C LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 00. ISO 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ STATE OF T 0 T.LD. 47 .0 PSF 0/A LEN. 5-0-0 CONFORM M/APPL(CABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE f7/1/911 FOR PROPER to I210 W P'` SAL ON THIS ORAM3NO APPLIES 10 THE COMPONENT DEPICTED HERE: DRYWALL APPLICATION. FURNISH A COPY OF THIS 9 DUR.FAC. 1 .33 INWONLTM ANO SHALL MOT RELIED UPON IN ANY OTHER DESIGN L DESIGN F CANE TRUSS ERECTION TION Fort WOOD TONTRACNOR, ;c INEEA`',.�' TYPE SPACING 24.0" jack i 4- T CORNER JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP 02 N BRG.LOC (FTI: 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1997 SBC) REACTION OF 37.26. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. 1+)-Gravity (-)•Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- WWW UPLIFT WWW I WWW HANGER xxx CONTRACTORS WARNING: H5 4551(Jacks Only) I HUS26 - + 27511 -12860(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10001 1 HUS26 - + 3315/ -155001164 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20001(2 Each) I HHUS48 - + 42991 -16GOV110d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT280 - -37861(2 Each) (fOtl}i HHUS48 - + 51801 -2000/(164 2plyl) MTT28B - -44551(2 Each) (160)1 HGUS48 - + 66400 -21991(10(3 201y) MST6046880(Per 2ply) 1 HGUS48 - + 80000 -26500(160 2pIy) CS150 16500(Each) i HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37;1 W=1"8 11'6"4 m -1470 6 2X4 (A 1) 4.13 to* R=384# W=3"8 R=141 W=1"8 TAYT5gf SEO: 68588 PL T.-TY P.-ALPINE DESIGN CRIT=TPI OTY - 8 TOTAL - B REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF f�2 X IMPORT ANT**SHALL NOT 9E RESPONSIBLE FN ANY WARNING IN HANDLING. ERECTION AND i, 1\\17VN DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE H19-91 6Y TPI. SEE THIS DESIGN ��I�us ' TC DL 7 .0 PSF DATE 12/01/94 ^ \\U�w1v1A\U FAILURE TO B/1LD THE TRUSS IN CONFORMANCE WITH OST99 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF FOGA DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - - BC DL 10 .0 PSF ORWG O A446 CR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL CONNECTORS PER DRAWINGS 130. 150 6 160A-F, DESIGN STANOARDS WITH PROPERLY ATIACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 3-0-0 CONFORM ECHNICAL UPDATE PROPER SEAL N THIS DRIAWINNG APPLIESLE afO THE COMPONENT DEPIOF NOS 9 TPI. AN CTED HERE DRYWALLTAPPLICATION. FURNISH,AI COPY ROF THIS F L O RIOT QPM` ��, DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPN IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GZNEEa`'�.` SPACING 24.0" TYPE eGk •-- .T AtINSTITUTE- 9 NATIONAL DESIGN F AT F t T �HHH �HH0 4— T JACK THIS DWG. PREPARED-FROM COMPUTER INPUT LOADS 6 DIMENSION SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N xNWARNINGNN AN UPLIFT REACTION OF -150# OCCURED ON A BOT CHORD 2x4 SP #2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N ' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED: UPLIFT (LB): 290 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.25 1.25 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. MEAN HEIGHT " 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)=Gravity (-)=Up11ft THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------'"'-"---'='"-"'------'-- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNN UPLIFT xxx ) xMx HANGER NNW INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(JackS Only) HUS26 - + 2751# -1286#00d 1ply) MT512 -1000# HUS26 + 3315# 1550#06d 1plyj MTS12 -2000# 2 Each) I HHUS48 + 4299# -1660#(fOtl 201y MTT288 -3786# 2 Each) (10a)I HHUS48 = + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (160H HGUS48 - + 6640# -2199000d 2ply1) MST60 - -4688#(Per 2ply) I HGUS48 + 8000# -265O#(16d 2ply) CS150 -1650# Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p9 7•i2 4* 2X4 (AU 11'11 4.3 9' 1 R=441# W=3"B R=-15R91�-8®�"8=i"8 TAG T49 SED: 68582 PL?. TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL a i REV, 17.2m SCALE 0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NDT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGNuS TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , � 0� ALPINE CONNECTOR$ARE MADE OF 200A GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC L L 0 0 PSF R A G - BC DL 10 .0 PSF ORWG O AAAA GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER tm UN - 5606 - TRUSS AND OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x CONNECTORS PER DRAWINGS 130. 150 0 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 1-3-0 CONFORM GINEEP'S ALPINE TECHNICAL UPDATE ER SEAL ON THISSDDRAWINGG APPLIESICABLE aTOO THES OF N COMPONENT DEPI9 TPI. AN CTED HERE DRYWALL APPLICATION. FUMISH/A ICOPYFOR OFRTHIS �0 RLO T'Q p -,, F DUR.FAc. 1 .33 NO IN ONLY. ASMALL NOT BE WLIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINE t^�,.� a c k ■--TP . AT TT T NAT A GN F AT F NST T N • �,,,,, SPACING 24.0" TYPE (4-3611) CORNER JACK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS SUBMITTED Y TRUS MFR, TOP CHORD 2x4 SP #2 NNNWARNINGWN AN UPLIFT REACTION OF -228# OCCURED ON A BUT CHORD 2x4 SP 02 N NON-WINO 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. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --- ----------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+l-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNN UPLIFT NNx I NNN HANGER OWN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 -455#(Jacks Only) HUS26 - + 27510 -12860!10(1 !ply) MTS12 -10000 HUS26 33150 155001160 1ply) MTS12 -2000!(2 Each) I HHUS48 - + 42990 -16600(10(1 2ply) MTT280 - -3786!(2 Each) (f0(1)I HHUS48 = + 5180! -20000(16(1 2ply) MTT288 - -4455#(2 Each) (16011 HGUS48 = + 6640# -209#00d 2ply) MST60 - -4688!(Per 2ply) 1 HGUS48 + 8000# -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945# 16(1 3p1Y REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 20 6.4 -T-, 2X4 (A i) 10 4'3 10' i �--- 2' R=5050 W=3"8 R=-2287 -8®I�"B=i"8 PLg = Tgg2 SED: 68590 T. TYP.-ALPIN DESIGN CRIT=TPI OTY = 8 TOTAL 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF )E I MPOR T AN T*X SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND An �� TC DL 7 .0 PSF DATE 12/01/94 \vA"� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T.,(VS �.� ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` v ALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM GUIREMENTS. UM.ESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG 1U\\ A446 OR I 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 N 8C LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING --SEE - STATE OF _ TOT.LD. 47 .0 PSF OSA LEN. 1-0-0 CONFORM*/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/l/911 FOR PROPER L RIO t' P•` SEAL O1 THIS CREWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS :' �. 0 Q'� DUR.FAC. 1 .33 IN ONLY. AND SHALL MDT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR. INEEAS,�` N--TP . T TE INSTITUTE. 1991 NATIONAL cM SPECIFICATION FOR WOOD CONSTRUCTION " TYPE aCk (4-3611) T HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS UBMITTED BY TRUSS MFR, TOP.CHORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT ( ILB : 340 200 WEBS 2x4 SP 03 BRG.LOC (FT : 0.00 4.35 TRUSS DESIGNED FOR 700.00 MPH WIND, 15.00 FT ABOVE GROUND A WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 ENCLOSED-OR-FULLY-OPEN-BUILDING-(1997-SBC) SETBACK. CORNER JACKS HAVE NO NESS. -------- -- ----- ---- -------- ----- ------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-I-Uplift MUST 8E PROPERLY ATTACHED TO THE BOTTOM CHORD. -----------------------------------------------------------"'- NNN UPLIFT NNN I NNN HANGER NMN H5 - -455/(Jacks Only) I HUS26 - + 2751/ -1286#00d /ply) MTS12 - -10001 1 MUS26 - + 33150 -1550006d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660/000 2ply MTT28B - -3786#(2 Each) DWI HHUS48 - + 51800 -2000#06d 2ply MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 66400 -2199#00d 2ply) MST60 - -4688# Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2p)y) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -39450(160 30 y------------------------------------------------------ ) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 137# fT� 7'5 '2 J 2X2 T 4.24 p T 2X4 (AU i �9 1.5X3 2'9"15 4'7 2 �- --4 7 '2 --� R=453# W=4"15 R=90# W=3" PLGG a T48 SED: 68580 7. TYP.-ALPINE DESIGN CRIT-TPI OTY 1 TOTAL - 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF XIMPORTANTW*SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND TC OL 7 .0 PSF DATE 12/01/94 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRAtiNG. SEE MIB-9f 9Y TPI. SEE THIS DESIGN � �T�.� Yf FAILURE TO BUILD THE TOSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` �us - O\\\\\V�_ ALPINE CONNECTORS ARE MADE OF 200A MY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 •O PSF DRWG O A446 GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SACEO WITH PROPER - 5606 BC LL O .O PSF RAG TRI1g4 AND UNLESS OTHERWISE LOCATED ON THIS OESSGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x CONNECTORS PER DRAWINGS 130, ISO C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LO. 4 7.O PSF O/A LEN. 4-7-2 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER I O R1�* P'- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURMISH A COPY OF THIS �. Q �� OUR.FAC. 1 .33 IN ONLY. AND SWILL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE0%S l` SPACING SEE ABOVE ITYPE j a C k N--TPIT INSTITUTE. 9 NATIONAL S SPECIFICATION F NCONSTRUCTION 1H1111 HH MM` 4- J 7-0 HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS &, DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 62 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N UPLIFT ILS): 510 210 200 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND ` WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 337.19. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)Uplift SETBACK. CORNER JACKS HAVE NO WEBS. NNN UPLIFT NNxNMN HANGER NNN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 I 455#(Jacks Only) HUS26 - + 27510 -1286f(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 + 42990 -1660#(10d 2ply) CONTRACTORS WARNING: MTT288 " -37861(2 Each) (10d) HHUS48 + 51800 -20000((16d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990110d 201y) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HGUS48 - + 800000 a-2650f(16d 2ply) INSTALLATION TO ENSURE THAT THIS ?RUBS IS ERECTED PROPERLY. REFERENCE HOLMES- ----R ----------------- PLI 7HANGEIIp D % 127#mDETAIL SHEET FOR �- 1210"4 —1 12'6"B m 1 .5X3 0 4.24 p 3 m 2X4 (A D 9' 4" 1 15X4 2'9"15 9' 10"13 —� ----4'2"15 5 9"6 —� R=563# W=4"15 — 123# R=285# W=1"8 92 PLT.aTYP.-ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL 4 REV. 17.2m SCAALE6-0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING tN HANDLING. ERECTION AND 0..,, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. BEE HIB-91 By TPI. SEE THIS DESIGN e' N ' TC DL 7 .0 PSF DATE 12/01/94 \\\vv\BVI►\V FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR A001TIONAL SPECIAL PERMANENT BRACING RE - O ALPINE CONNECTORS APE MADE OF 200A GALT. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG O A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ TOT.L O. 47 .0 PSF O/A LEN. 9-10-13 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERSEAL ON THIS ONIAMING APPLIES i0 THE COMPONENT OEPICtEO HERE ORYMALL APPLICATION. FURNISH A COPY OF THIS � DUR.FAC. 1 33 INONLYATASNMLLNOT BE IELIEO(FON IN ANT OTHER WAY. DESIGN TO 1HE TRUSS ERECTION CONTRACTOR. `W--TP - Ar T 1 T NAT A IG F ATI F NST T N '' �� ,,,� ` SPACING SEE ABOVE TYPE j aCk 0 4— 7-0 TRAY HIP JACK THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP #2 N UPLIFT (LB): 440 240 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (199( SBC) REACTION OF 374.56. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)=Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- xxx UPLIFT NNW I WNW HANGER NNN CONTRACTORS WARNING: H5 -4550(Jacks Only) I HUS26 2751/ -12860(10(1 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -10000 1 HUS26 - + 33151 -15500(160 iply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 -2000:12 Each) i HHUS48 - + 42991 -16601(fOtl 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786 (2 Each) (10d HHUS48 HHUS48 - + 51800 -2000/1160 2p 1y) MTT288 = -4455012 Each II16tl1) HGUS48 + 66401 -2199#(10(1 2ply) MST60 46881(Per 2ply) 1 HGUS48 = + 8000# -26504(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +1(3351 -3945#'(16(1 3ply) ------------------------------------------ ----- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=375# W=1"8 2X3 11'6"8 m 0 1.5X3 N 4.24 E:::-- 2X4 (Al)2X4 (A1) "3 �2.12 � 13 4X6(R) �__2'9"15 ---�-- 6'0"13 �-- 3' 10" —--� 9' 10"13 -� R=731# W=4"15 R=38# W=i"8 TAY T47 SED: 68578 PLR. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ,, ,1 t,,, 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN " se ��..� TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSteB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING f# ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED, too BC DL 10 ( PSF RAG 0PSF DRWG 0 ARAB CA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CH0110 SHALL BE LATERALLY BnACEO WITH PROPER U - 5606 - TRUSS AND LESS OTHERWISE LOCATED ON DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - N - BC LL 0 .0 CONNECTORS PER DRAWINGS 130, 150 C teOA-F. DESIGN STANDARDS WITH PROPERLY AttACNEO RIGIO CEILING -- SEE - STATE OF TOT.LD. 47 .0 PSF O/A LEN. 9-10-13 CONFORM N/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER PLFURNISHC 0 Al P Y SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, A COPY OF THIS .� �. Q DUR.FAC. i •33 IN ONLY.-AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEAS W--TP ATINSTITUTE. NATIONAL N F AT F T T N ��N+N �tttT�` SPACING 24.o.O" TYPE spec (4-3611) T J V0 TRAY CDR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS1 SUBMITTEO-BY TRUSS MFR. TOP CHORD 2x4 SP 02 N NMWARNINGNM AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP f2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 320 200 200 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. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. PROVIDE CONNECTION FOR 530! AT HIGH END OF BOTTOM CHORD TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) PREVENT SLIDING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ---------^----(+)_Gravity (-1-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----- --------------------------------- MMM UPLIFT NNN ( MMN HANGER NMM CONTRACTORS WARNING: H54551(Jacks Only) HUS26 - + 27510 -12B6f(IOd 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 -10000 I HUS26 - + 33150 -15500(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 -20000(2 Each) ( HHUS48 - + 42990 -166001104 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MTT288 37860(2 Each) (10d)I HHUS48 - + 5180f -20000116d 2ply) MTT288 - -44551(2 Each) (16d)1 HGUS48 - + 6640/ -21991(10d 2ply MST60 46881(Per 201y) I HGUS48 - + 80000 -265Of(16d 2plyj CS150 - -16500(Each) I HGUS5.5- +113350 -3945t(16d 30ly REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p2X4 (A 1) _F 8'6.4 T— 6.2-2 4'3 a 3 f 2� 1 R=5051 W=3"B R--22811—W0f"8=1"B TA T46 SEO: 68576 PL TYP,-ALPIN DESIGN CRIT=TPI OTY 2 TOTAL 2 REV. 17,2m SCALE 0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES IEOUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF t *IMPORTANT**SMALL NGT aE RESPONSIBLE FGR ANY ARNING IN HANDLING. ERECTION AND �7 ,1DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIG-91 BY TPI. SEE THIS DESIGN �1E'�� TC DL / ,0 PSF DATE 12/01/94FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �u5 �'ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG I446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL K LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHDTIO M BC LL 47 .0 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 0 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF T O T,LO. `�7 •O PSF OSA LEN. 1—O—O CONFORM•/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (O q10' p SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .� �. Q � OUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT 8E RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 1NE EF6 •^-TP - i ATINSTITUTE. NAT A N SPECIFICATION FORCONSTRUCTION ''N'H NN NrH�H`` SPACING 24.0- TYPE a C k JO b' 4— T TRAY CDR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS YR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 270 200 200 e WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00•PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 37.23. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS PROVIDE CONNECTION FOR 5300 AT HIGH END OF BOTTOM CHORD TOW-Gravity (-)-Uplift PREVENT SLIDING. --------------------------------------------------------------- NNN UPLIFT Nat* I NN* HANGER NNN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -4550(Jacks Only) I HUS26 - + 2751/ -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) CONTRACTORS WARNING: MTT288 - -37B6#12 Each) ((fOd) HHUS48 - + 51800 -20000(16d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each) (16d)� HGUS48 - + 66400 -21990(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688# Per 2ply) i HGUS48 - + 80000 -2650#116d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) 1 HGUS5.5- +113350 -39450(16d 3p1y) ------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37;1 W=1"8 /}19'6"4 (� � 2X4 (A 1) 6 2 ye .d 3 R=384# W=3"8 R=14# W=1"8 TAG T45 SEG: 68574 PLT TYP.-ALPINE DESIGN CRIT=TPI GTY - 2 TOTAL - 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CAPE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AND �n aaaa TC DL 7 .0 PSF DATE 12/01/94 \v�_N DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` aUS O� ALPINE CONNECTORS ARE NAM OF MA GALV. STEEL MEETING ASTM WIRENENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG O A446 OR 9 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRAC€O WITH PROPER - 5606 - R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 170 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 3-0-0 CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER CO R10' P� SEAL OM iN11 DRAWING APPLIES TO THIS COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OK THiS �. Q•� DUA.FAC. 1 3 3 IN ONLY. AND SHALL NOT K RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INF E�'�� S PACING 2 4.O" jack W--TP -t AT T T t NATIONAL F NCONSTRUCTION iN,HI$HHHH�� TYPE 0 4— T TRAY R JACK THI W PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MER. TOP.CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 290 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 5.00 5.00 a UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 170.38. --------------------------------------------------------------- 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. --------------------------------- WWW UPLIFT ■xM I WWW HANGER 11x1! CONTRACTORS WARNING: H5 - -455/(Jacks Only) I HUS26 + 2751/ -128611100 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10001 1 HUS26 - + 33151 -1550/(160 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20001(2 Each) I HHUS48 = + 42991 -16601(fOd 2pIy) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786/(2 Each) (IOd)I HHUS48 - + 51801 -2000I(16d 2pIy MTT288 -44550(2 Each) (160)I HGUS48 - + 66401 -2199/(10d 2ply) MST60 = -4688/(Per 2ply) I HGUS48 - + 80001 -2650/(16d 2pIY CS150 - -1650/(Each) I HGUS5.5- +113350 -3945/(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=170# W=1"8 1.5X3 �10 e•4 o ' r, 6 v 9. 2X4 (AS) i a 3 4X5 (R) m 5' --� R=445# W=3"8 R=7# W=1"8 TAG T44 SEO: 68572 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT K RESPONSIBLE FOR ANY ARNING IN HANDLING, EREC710M AND — n 1\ DEVIATION FROM iNI3( SIGN OR THESE SPECIFiCATItIN3, OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN �T1t1VS'I�T�i�' TC DL 7 .0 PSF DATE 12101194 n \\U�wl"IAV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , v ALPINE CONNECTORS ARE MADE OF 2004 MV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 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 A1�UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PER ORAWINGS 130. 150 G 160A-F, DESIGN STANDARDS W17H PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ T 0 T.LD. 47 .0 PSF 0/A LEN. 5-0-0 CONFORM M/MRL ICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C 0 q10�' ?` 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 WAY. DESIGN TO THE TRUSS ERECTION caNiRAc10R. INEER`',.` SPACING 24.D" TYPE spec A-•TP AT T 7 i NA7 NA S N F AT FCONSTRUCTION ��,0i ,t,��` i b' 4- T 7*0 TRAY END JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS R. 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 #3 BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 257.44. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ------(+)_Grav 1 ty (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------- _-------__-_---------_-_-____-_-- *:x UPLIFT MWM I WWW HANGER MxM CONTRACTORS WARNING: H5 -455/(Jacks Only) I HUS26 + 2751/ -12860(10a (ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 + 33150 -1550#(1601ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 + 42990 -1660#(IOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786112 Each) (10tl)j HHUS48 + 51800 -2000#(160 2ply) MTT28B - -4455#(2 Each) t160) HGUS48 • + 6640# -2199#(IOC 2ply1) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#1160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16D 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=257# W=1"8 11'6"4 m 1 .5X3 0 tV 6 P7- 9' 2X4 (A O T � � i a3 4X5 (R) '--2' 4 38 — J - -2'8"13 —'-� R=526# W=3"8 R=27# W=1"8 TAG T43 SED: 68570 PLT TYP,-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PROOUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (� *I MPO R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND o0I,I n )\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN US e, �� TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIPEMENTS. UNLESS OTHERWISE INDICATED, TOP - - B C DL 10 .0 PSF DRWG A440 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 UN TRUSS AND LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LD. 47 .0 PSF 0/A LEN. 7-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/I/91I FOR PROPER P 9 ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RID ' ` F ouR.FAc. 1 .33 IN ONLY, AIA SHALL NOT BE RELIED tlPdr IN ANY OTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. � EP' �N� NESPACING 24.0' specW--TP • T AtINSTITUTE- NATIONAL N SPECIFICATION F MCONSTRUCTION