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Permit Vault 1653 Linkside Ct f ' ADDRESS 7) BUILDING PERMIT NUMBER INSPECTIONS: FOOTING n Gj UNDER SLAB PLUMBING �7�' �` / - SLAB k FRAMING '��_ /q- 9 )^ COVER-UP INSULATION_ ` 9s, FINAL BUILDING_ �7- /- CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL_ MECHANICAL PERMIT # C oQ PLUMBING PERMIT # / 061 NOTES : Ccs�S - � r 3 —S�, `ss� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031061 Date 8/24/05 Property Address . . . . . . 1653 N LINKSIDE CT Tenant nbr, name . . . . . . 1 HEAT PUMP & 1 A/H Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------- ----- VAN LIEROP, SUSAN DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . 0 Fee summary Charged Paid Credited Due ----------------- --- ------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUI G C9DES. BUILDING OFFICIAL ` A{ vd Tatiftratt of Mccupauru (situ of Atlantic Ncac4 — Nloribo :49partment of Nuilding 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. 10621. Group W•frame Type Construction S/f Fire DistlictAtlantic Beach Centex Homes b-acksenvilie, FL 322216 Owner of BuildingAddress T 13 ;d ing Address 1653 Linkside Ct. N ality Atlantic Beach, FL 32233 \ By. DON C. FORD Building Official I Date. i POST IN A CONSPICUOUS PLACE f j ' CITY OF 4&a& Be ,4-I"- Office of Building Official REQUEST FOR INSPECTION F Date Permit No. f Time �� r A.M. Received ///__ Y P.M. ! W✓-3 Job Address Locality Owner's ,�� e Contractor �L } BUIL9iN0 CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ ------ Pre Fab READY FOR INSPECTION ------- Mon. Tues. Wed. Thurs. riday 4—np- Inspection Ma �U` SZ PM Inspector --� nspec ��Cerificate _of Date - -- - --- 819 P03 MAY 03 '96 11.18 CLARSON MAP SHOWING BOUNDARY SURVEY OF LOT //J BLOCK - AS SHOWN ON MAP OF 461. I�Al AS RECORDED IN PLAT BOOK T PAGES94E B OF THE CURRENT PUBLIC RECORDS OF OUVAL CO.. FLA. FOR: 4"0Nr&x 6&,ffE5 t4?Rf RAr�p/V NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. jgt�Y,4r10AIS .fXdywv rNus: << o,� ���'$ ' ra rr�,rroN ��oa�nc ✓XrarrcAt ('i►/�,v) o,�rdcrt. o r-R rt F1 ED TO: ,541 SAA1 r1. WIV I.IC—A P C Q( MoXraAC C�� 711 n 4p . rEWAe7 nae aw 41l0Cfr5tPNWlt fi� AG', Pst�7 of S&e?'�GW I�, MWAISkiP ef SWYA', Aalv6W e9 IrAsr r yr..f�'...f■LLL.I� x_.. � i'S�"C4�L'F�NC�'i 04 3D•D4 � l� LbNtR�l"B V t2..5 77I5' ti • Y .G', ti � Q rdo ~1 '11700'O �. 0 Rr p, 14&.&7 40 A.l o N dµ!GANo. W02 W 4 INkslo 4c- ev419 r A110Rr1/ r�a'R�Nr 4� �� � 1996 CITY OF SM SEMINOLE ROAD ATLANTIC BEACH.FLOVXM 32233-9"5 TFLFAX("d(om)247--"W NOTICE TO: Water Department FROM: Building Department DATE: r_ - L% 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 s slncer�l, i" Building Department CITY OF Office of Building Official ld 96 _ _ REQUEST FOR INSPECTION T-9 Date ' Permit No. Time /z) "3v A.M. , Received -�--P.M. Job Address —T - Locality Owner's Name ' —" Contractor L BUILDING -� CONCRETE c` ELECIBL ( BMG MECHAA ICA) Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air .ten S ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ He! mg Insulation ❑ Lintel ❑ Final 0 Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Tues. Wed. Thurs. Friday P.M. A, A.M. Inspection Made ` P.M. Inspector _ �Finai trs°ect'° -- -Certificate of Occupanc Date \ q` nCITY OF J Office of Building Official REQUEST FOR INSPECTION Date f ` r � Permit No. Time A.M. Received "' P r Job Address lity Owner's Name Contractor __— BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing E, Rough Wiring Rough DI Air Cond.& u Re Roofing Slab E, Temp Pole Top Out D Heating insulation Lintel 0 Final Sewer C Fre Place El Pre Fab READY FOR INSPECTION tvtan. Tues. Wed. Thurs. Friday A.M. Inspection Made I `7/ ( P.M. te°� Af Final Inspection inspector____--,d' Certificate of Occupancy i;. Date CITY OF AW40Z c Ve4d - 9&uda 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 - -- - -- TELEPHONE(904)247-5800 L4u6 1996 FAX(904)247-5W5 Centex Homes 6620 Southpoint Drive South Jacksonville, FL 32216 Attention: Bob Porter Dear Bob: There have been no Final Building/Certificate of Occupancy inspections performed on the following properties: 1. Lot 132 - 1644 Linkside Court North 2. Lot 113 - 1653 Linkside Court North 3. Lot 96- 1587 Linkside Drive 4. Lot 117 - 1669 Linkside Court North Please arrange for a final inspections on the above properties as soon as possible in order that we may issue the Certificate of Occupancy. Please be advised that homes cannot be occupied prior to the issuance of the Certificate of Occupancy. We are still holding the Certificate of Occupancy on Lot 104 - 1617 Linkside Drive due to a problem with the drainage inspection by the Public Works Department. Please get this matter resolved as soon as possible so the Certificate of Occupancy may also be issued and the house available for occupancy. You are hereby notified that unless the conditions above described are remedied within fifteen (15) days from the date of your receipt of this letter it will be necessary to disconnect the water at all of the above locations. If you have any questions or comments please do not hesitate to contact me at (904)247-5826. Sincerely, Don C. Ford Building Official DCF/pah cc: City Manager \ \j5 4 g'A 1 < \ \ � IN o # . « , . k kƒ \ t \ a . . � $ \ r 2 . 2 � � � \ � \ %^ # «»\ . _ ® ' 0� C, . 90© ! % . 3 k \ � , \« k g . r k ~ % O � } \ � , #9 � CD \ k y o gCo \ \D 0 . f � o © � ^ DATE: PRE-SERVICE DIVISION JACKS0NVILV ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSQJECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ------------------------------------------------- ------ ------------------------------------------------- ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY BUILDING INSPECTION DIVISION cc%FILE e TRANSMITTAL DOCUMENT FOR JEA DATE: //-/1/' 9 f, The following permits have passed "rough" inspection: Permit No. Address zo 16S-3 E w&m=exxxxzx4Axkun xxaxW xcafxxkkex:pGzxd*w. Please update your records accordingly. Tha you BU DI G 'tZTy OF ATLANTIC BEACH /vcb L9 04 Or Uoq A 0 f 41� q C� ow r� NA a�ewep Go^eta °` He m9 ce lFite p� Jot's E�-F�p1�d' p Soi pte dab �t s CpNCaEt� � Set^P p°� n Fn�aY 8V1�.�1Nt' � C Y ppR 1N5� Tt•6�' m9 � ��nte1 PEpO PM• C PA tn9 G Wea VM. at t^speer°° cupe"Cl t^�y1au°^ Fe��Gcate°t� c \ Dae Made / r" � tns f� i 10960 { DEPARTMENT OF BUILDING CITY OF ATLANTIO BEACH �r t Nu"4 s 100,69 Address,, 1653, 11404'02 COUAT' N09TH t Tape; .M19CHAN CAL ATLA TSC BEACH. PL, ORLDA 321233- oMi C1 As$ of Work.: N ------ ---- LZOAL� ,I3ESC �P�"t+�l� _ .,- a t Ty:p 'WOOD 10RAO Lot: ; B10 k,". Section: 'Proposed: user SINOLA HIL Y ��a�ns��P,�� , � RNG: 0 Dwe , a � Cade; 0 ;Subd v ca al:Iu ` ',t�L1 R5II3E 1 21 Z mated Value : $€I,UC3 vtprov.. Cost: $0.00 'Total 547 .0 IJ Amount, Pa i4,: $47 .00 Dat Q/3Ci/96; f> N � ' �LT '$47 .,00 Adds . ; a CtfiRT OFWATER t AC $0.00 FLORIDA, 3221;3 _5tWZ"R L PACT ER ;.CIS P. 2r �d 6A TER;1� AP ?.09 vobo lit :.. ..._ L#*60aTIO ..�........ RAL3Ct CA, $t3.t3£I IAm�e, AIT' & fit CAPITAL: LMP OVI so .00 'Adda��es - '� Ems. RO f3R A <. 0.+ 4 CACI -3 Typo 0 SES* H TIRPACT FEE Stl .QED CONST.S'URCHARPE ,QHS �3 A tc ,lA 'la.OCA. 00 NOTICE ALL,CONCRIETR FORMS A140 FOOTINGS MUST BE INSRECIt"Efl BEI�tyRE ROURIiAI�i PERMIT VOIfJ SIX MONTHS AFTER BATE QF ISSN BUILDING MATERIAL;RUBBISH AND DEBRIS FROM THIS WORK MUST NOT 6t PLACED IN PUBLIC$PAC .,AN©ItAUS`t SE CLEARf�I UP AND HAULED AWAY6Y EIT�IEf�CONTRACTOR OR OWNS "f ,URE T M wr THE ME HANI 'S LI��1 I�/�W CAR' i�UE1 ACCORDING TO APPR�D'PIANS WHICH ARE BART OF THIS"PERMIT AN©SUBJECT TQ 3 WIE LATIQN QE`APF?LfCASLE Rt�OVISIQ ,S 4F LAW. ATLANTIO Bf%ACH BUfLDIN4 CSfPAITENTK 3 A BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC EJEACH ATLANTIC OLACH, FLORIDA 39233 APPLICATION FOR MECHANICAL. PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections 1. If,.Ill. and IV. 1' . L �:3 R c t LOCATION Sheet Address- 16_53IN � D 0 TRT NORTH OF Intersecting Streets: islwaes SEMINOLE ROAD 1 And ATLANTIC BLVD WILDING Sub•e(ivition SRT.�TA 7 t Z IL IDENTIFICATION -- To be completed by all applicants In consideration of permit given for doing the wort as described in the abcve slale/nant we hereby *9100 to re•Ic— ►aid .0•s •• ,rith the atWcijd plant end spocilket+ons which visa pert hereol end in accordeace witi% the Gty of Jechwo ;)'0 o/d;-e,ces a•a 1 e :e o► of good practice titled therein, Name of Mechanical Contractort Ca•kector (Friar) MANDARIN HEATING & AIR INC. Matter CACA12623 Nasse of heperty Owner CENTEX HOMES I.D.# 3 S.gealvre et Owaer signature of w AvAerised Agent / Architect or Eaginee► III. GiNLRAL INFORMATION A. Type of heating fuel: 6• {i OTHER CONSTRUCTION ICING DON[ON uric THIS [UILOING OR 31T[t YE2 ❑ Gas—❑ tl ❑ Nelvrei ❑ Central Utility Of r[s, GIP[NUtAeER Or CONSTRUCTION O Oi PvtmiT 10621 IV. WvCNMCAL FOUI►MiNT TO 15 INSTALLAO TR RE OF WORK 1no.id*comp6iss Ik10(cornponanh os back of this form) esildet►tlal or (I Commercial Haat ❑ space ❑ Recos w LY�•Centrel O Hoon aw 8u11dinp iAir CoRdrliowing► ❑ Room A-Control 0 Existing Building MehfietDUCTBOARD & Tbtcd....1t'&11" U Roptacemetlt of existing system MasimomFwpEa�7ty L2(�I:L s faL �(il4ew Installation(No system previously installed) ❑ 11,069 ratios (.1 Extension or sdd•on to existing system Q Coolieq ton w +: Capacity_` V P Q Other — specify ❑ Fm tpciRU*n: Numf ber oIt" ^_ Q 6vv**w Q Mesliff Q lsulator Irwmbor) THIS S/AC1 FOR OfFICS USS ONLY ❑ 6aw96e puntpE (nvrobar) IR-4-411) , ❑ T,,A- (,umber) Remarks 0 LPG cawsei (sumbor) D Uel pr.auh v+wi O bi.re Vomit Approved by Date O O W — SpotFy Vomit Fess LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQ01PUENT Number VAJU Deeariptltm Uodsl Number K"U,taetatrar tY Apnro�'bil HEATING t FURNACES, BOILERS, FIREPLACES G��'� tk � at oA G� pate- ) Go°d. T,me y/ G°ntcaot0� ?V\30BiNG ea�,n9 8 Fece��ed ,. �7l �. � � Address /' �a�GP1. J 'PoU pUt FP(e Fab - fob s SLE (oP h w'�tiri9 �:: SeWe, °U9 p°te et s GaE�E lemP F�idaY G"'oe GGN Einar C3koN Na �NgQ ZrU�s Ou��G�N� Sr n) y Foa bra Fa fin9 wed. AM,. , ins°iat`Q� � J �,-�` 1nsP'of GoGUpa;,CY Certificate r,AOR � irsi�ecU°r` MYer.er�% . � . : . \ \ k � . « V aofa « �k o CD U ggo « � k � k \tƒ / 0 %� 7 = (p � ® a e 7 o® s \ƒ . . 0,68 �a-ads DEPARTMENT OF BUILDING, � CITY"4F iATLANTIC BEACH' t—o- INFORMATION :� � .._., �¢.: »» _ LC�CA'I24N`" N1C9RM ► ON "-W.., _ � .t Rxai � ' '.cadres ',: 1653 �LIMXST� OOR NORTH Permit Type PLUMB��ICIE A��►AI�TIC BZACW, ,rLOR,lDA 32234' } I AtS of iF1or-kI�R>�GRYPTIOM- --------- Cci Is t r. Tyr a OOD,.FRS I►tat.. :<: .,section*, I ca r4s04 u e: BINt L F MILY Teat oship t Cry a: {} 5u0di:V 'S ox . S EL'VA LI1 NYS IISI ��rc v.; `Goat;" 0.'00 .00 al w-PLUM"B" 1 #.f 110 D - 2 ew i 57 00 PIRKI Add � OU ' aC �v00 ioo �+� � � s ' ry�IMP1�1 ,. ` + +., #r�"}.y� _ FLORIDA 322 -'1. r� .4/ R 00 o�t .p 40 I .p X"MT ON RADON Name, , LU I CAS'I Ttti�I 'PROV 4.00, Addie'ss: ` 4 NO .B"L i M1`�, MER TAP $4�t!By) yzacNi �� a ` xf.`� +Ao-➢h^= andR'A ew-3a 6 ti6aWtw.§v��My Ir ����"9zzaA0.ePnan+.»"e3&thY �c' 'b+�Wntryyw Li ehae< CFd 4 Type: 4 BSC H IMIs ,CT` FES $0 .0 ,0 C6N T. 0RC '.i N � ..0 0 SCHAROt/ATL,BCR. $6% tII " � �� ¢ itt7a3'h'�`x ,: `tiSS =,ca,v+a.k" M 'a'svuxa.eow a. . r.a,aareaswr.,vnz,r""i's. mawama +aae€= ilk.4 NOTES: r i WQ1'tC —ALL`C CRIT FE?RMS AND,FOOTING IIWST:BI tN; EG I BE1 C 1*PC►UA NC3 PERMIT UQID SIX MONTHS AFTER DATE QF ISSUE, BUILDING MATERIAL,'RUB9ISH AND.I_EBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE 4 ,CL ED UP AND HAULED AWAY BY EITHER C©NTRACTOR OR OWNER" T, ECHANIC, F41 V Rpt t Y, G milt 4 THE � 1 � �� t�1��Al1�NT�" PROPS , N 4 r ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART QF'THIS P'ERIvIIT AND SUBJECT TO REVOCATIONF60 '- V'0' ATION QP APPLICM' 0 ,1 ONS OF LAW. " . V W1 ., ,ATLANTIC BEACH"BUILD G DEPARTMENT By +'Y �f. 4 ;:F ` a CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT Ian, r� s lJOB LOCATION: n OWNER OF PROPERTY: --Le- f BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: LTDC� /',2) TELEPHONE NUMBER. q Li STATE LICENSE NO: CF C - 0-1 9 19 4 TYPE OF BUILDING: TYPE OF WORK: 77,77 HOW MANY O! THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS 'URINALS ,r_,�,.,_,_D I SPOSALS CLOSETS ,��, WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER \\ TOTAL MIXTURE COUNT: s $3.50 + $15.00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 � c� � v CITY OF ATLANTIC BEACH, FLORIDA a , Approwdby APPLICATION FOR ELECTRICAL *PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_.,,____ .�.,19z„- IMPORTANT NOTICE: . IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TC 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. 122 ecl /c ELECTRICAL FIRM: MASTEF I ELECTRIC16N SIONATUFlE llJOURNEYEdAU NAME .._1_L.� "r ADDRESS:!; LINf��' �x_� RFD BOX BLDG.SIZE BETWEEN: RES:W APT.( ) COMM.( ) PUBLIC,( ) INDUS.( ) NEW OLD ( I REW. ADDITION( ) TRAILER ( 1 TEMP.( ) SIGNS ( ) SO. FT. SERVICE: NEWXf INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER I I ALUM.lNe TCH ORBREAKER AMPS PW Yd VO AY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FFEDERS NO. SIZE INO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL AMPS. 3 1.100 AMPS, SWITCHES INCANDESCENT 0 - FLUORESCENT b M.V. FIXED0.100 AMPS, OVtp APPLIANCES 113ELLTRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT O.1 OVER MOTORS HY. VOLTAGE PHS NO. 111,P. VOLTAGE PHS uuercll er►Gn11e f CITY OF yq& Aea C14-0M Office of Building Official i REQUEST FOR INSPECTI Date__ T Permit No. Time " fl egeived `6S.3 Job Ad s ality Owner's Name �'�- SC Contractor BUILDING ONCRETE -�ELECTRICAL PLUMBING MECHANICAL Framing - Footing ~Rough Wiring C Rough ❑ Air Cond. & it Re Roofing _ Slab Temp Pole C' Top Out ❑ Heating Insulation _ Lintel Final Sewer ❑ Fire Place C Pre Fab READY FOR INSPEC;49tV"'^—�---, ti Mon. Tues. J Thu Friday P.M� � S A.M. Inspection. Made � ��T �� — P.M. I!r-pector—_— Final Inspection Certificate of Occupancy E Date _� _, , DEPARTMENT OF 8U1L G � t s . Ip rftlis MP CITY QF ATLAPITIC BE 1^ t0 I�ltzll . > is 8 F' RM ' IlllPbVXAT101V _ : __ - -- LOCAT I '` I X RXA "ION _ .. . �. Parma N1,1rnbet: iO,621 Address:' 1653" -LINC810F. C60AT N0 F rmi .T'1* Lt I I<II t Ns3 '� 0 I C, BRACK i PLOR;I DA -2233, Cla Mork: I ..,. .._. .,. �. 1I$ RIP' 11r1N Ca st r :i xyPe: WOOD FIRAmit, >uot 113 R o S*ct ars 2 I r c� d SINOLE,' L I "MII�Y ' xownshiP. Dwellings. l .. td 011 Rubdvisj n-.: 891' A LINKSI'D19 #2 49 Estimated VTuTP s.VW lmproV, Cost $0.00 "Tot 48 Ammo $27,60,. 49 ' sett stab 19 FOR pwa T, 1014 p to-TATE $639.60 , S A Q 'TV]$ NA IMPA P R ak * y� rr P 4 51 N ' It T 85.00 � lit -H"R S. $7 .83, - t ywa'a tit . 41 VZRvT4 CRC � CONNECTION'N � C1C�0% 32.21 3hyY�5YPOAly( �O Li ..0 5 4 SRC R >I .PA ' IN.1 'EYP" D t F ; TimUO t NOTICE ALL+CONCRETE F0AM$AND F0OTINQS MIDST BE. BEFOIr A"URING PERMIT VOID SIX MdNTHS AFTER I . ISLE x 41L' G MATERIAL,RUBBISH AN DEBRIS FROM THIS WC3RK MUST T LACED IN PUBLIC SPACE,AND M B 'j, D UP ANIS FIAUI, AWAY BY,EITHER CONTRACTOR OR QWN �+ IRE T IPLY ''IVITH THE MEHANC' II LAW ASI ,RES THS R P F TY OWNED PA I�iGTVI/ICE FQ►RTI� Bbl �©�N� IMPR�VEMEI�TS'� ISS ACCORDING TO R I?.RQUI DPLAN'S WHICH ARE PART OF THIS I'f SND SUBJECT TO REVOCATION FOR VI w, IQN(JF A ' 'LICABEE" ROVISIONS QF LAW. ` AI MM TLAN C BEAC 15PAR'MENT I . By, 7777 s d f CITY OF ATLANTIC BEACH PERMIT CALCULA ION SHEET Address Date S" S^ Heated Square Footage ALtZ @ $ `S S ,U aper sq ft = $ 90, Garage/Sheda/XIa-Ir@ $ 17c7y per sq ft = $ lir te, g Carport/Porch C Com' ,�� @ $ / �• �' `' per sq ft = $ _ Deck @ $ per sq ft = $ Patio (6 <90 per sq ft = $ /`- U TOTAL VALUATION: $ 7 c- L9 4/7 91, & YZ s aGo'o0 Total Valuation 1st $ .;=, oo- Remaining Value $f. per thousand or portion thereof TOTAL BUILDING FEE $ v� + 1/2 Filing Fee $ ;20 So v (/) Fireplaces @ $15 .00 $ Z .5- - ®p BUILDING PERMIT FEE $, K,39- 0 y WATER IMPACT FEE $_-030 C SEWER IMPACT FEE $ ( 050. to o WATER METER/TAP $ Y57' c I CAPITAL IMPROVEMENT S 3r, y 0 _ SEWER TAP $ (/641 ) RADON (HRS) .0050 $ - ,7, 93 . '! SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ (/6y7 ) SURCHARGE .0050 $ i 9-z OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: ?ROPERTYCITY OF .PESCRIPTION _ot ♦J1.3--_Sloek I_------Section I �^ ' � e 1GUCp O BOX 25 YARD ' 1995 ?MC BEACH.FLORIDA 32273 iubdiviaion:_.,�,� j�¢._�,i Q, __- TELEPHONE 6i0414491►93 179 and Zonis itreet Name ?? 'J OESCRIPTIOH OF WORK sr Addreses_� �_J_ 1!1 xy�.�s�e _ _ It in a FLOOD HAZARD 'food Zones....•_-_N,—_area complete page 3. Brief Description s :51=1`�G FG�-M_��- L°S------ Clans of Works (Now/Remodel/AddItion)_214C Ltd-_---- :ONING INFORMATION Type of �^ ConstructIons_aLn Le L421 :oning Proposed t , sistrlcts 2 �—Uses _ ^_ Estimated Vo*lue :xceptions or Materiaim s_ � td_CCQ ariances Granted* --'-' Solid or ------ - Filled Grounds_23V'�___�Root s OWNER INFORMATION n Method of Hootings, Property Ovn&r s_ - • E L S L� __..__..___...._ Phones Mailing ' ,,,ZOO Address,, A7[� ?——" -f -5,, ---- _ s� �4natL g �..:...._._.__ ___________ Zips 3 4�---------- CONTRACTOR INFORMATIOR Nailin -- ators � _LI.Ya. C� Phones_______ _ --1 -- =k ------------- a9�-v ai ing r c � A d d r a a a s�Y�Q:SA14 � ! `��ham=S_:._ - _ kson,v- l t e r EJ -------------------- - --- zip: 3s��jt---_--- License !lumber s_ Q�V o? expiration (� Date s $ 1 I NEREHY catTIPY THAT I NAVC READ AND EXANINED THIS APPLICATION AND KNOW THE SAME TO ME TMJE AND CORRtCT. ALL PROVISIONS OF TNk LAVH AND ORDINANCES OOVERNINO TNIS TYPC OP WORN WILL •E ' r CONPLIEO WITH, WNETNER SPECIFIED HEREIN GR NOT. THE GRANTING OF A PERMIT DOES NOT PRE:UME To �{ GIVS AUTHORITY TO VIOLATC OR CANCEL TUC PROVIHIONH OP ANY FEDERAL, STATIC OR LOCAL PULL„ r�- REOULATIONS. OROINANCES, OR LAWS IN ANY MANNER, INCLUOINO TNC OOV[RNINo OP CoNSTRUCT1oN OR TME .r• .. PICRFORNANCIC OF CONSTRUCTION OP THE PROJECT. I UNOICRHTAND THAT THC ISSUANCIC Of THIS PERMIT 21 CONTINGENT UPON THE A/IOVt INFORMATION 0,ICING TRUE AND CONIIICCT AND THAT TNIC PLANS AND SUPPORTING eP.f•!J� • '� DATA HAVE RCCN OR SHAZ.L• HE PROVIDED ZRCA. i� ff Owner Signwturei�� -- ------Dat•_----------- � a.t;•;- Contractnar Signature ---------Oatt•______--__-- MOMPLAIN DEVELOPMENT INFORMATION Type of Developments--- u b___----____....----------------------- Flood Zonas----LK Required Lowest Floor Elevation_ It building Is located within a flood hazard zone, a survey must be wade AFTER THE BLAB NAS SEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established tar that scone. No final inspection will be *ado and no certificate of occupancy will be issued until the survey is on Pile with the Building Department. COMMENTS: Applicant Acknovledgaimmts I understand that the issuance of this permit is coatin+pent upon the - above information being correct and that the planar and supporting data have been or shall be provided am required. Z agree to comply with all applicable proviaicas of Ordinance No. 23-7-11 and all other lave or ordinances affecting the proposed development. Date_- -__Applicant's Signature-------------------------- --------------------------------_---------- Department Use Rwquired Lovest Floor Elevation -_ ----------- Aeg Built Lowest Floor Elevation ----------------- Survey _ -----_Survey Filed with Building Department ----------- ~ Building Department Representative page 3 CITY OF ATLANTIC REACH Fixture Unit Workshest for Water Impact Fee . Finng 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 HERESY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _BATNSOOM GROUP CONSISTING OF SERVICE ,SINK TRAP STAND WATER CLOSET. LAVATORY i BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET �^ WATER CLOSET. TANK OPERATED (4) rVALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) 'FLOOR DRAIN (1) SHOWER STALL 6WESTIC (2) _LAUNDRY TRAY (2) _LAVATORY (1) _COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) _ /GFOT• SCULLERY SINK (4) ,,_,_DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) i _KITCHEN SIN& (2) ,,,,,:::�jDENTAL LAVATORY (1) _,&ITCtEN SINK WITH WASTE _DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) _BIDET (3) l URINAL STALL. WASHOUT (4) _,---'FLUSNIMG RIM SIN& (8) „ CONBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. MESTAL. SYPHON JET —.:Z�DRINKING FOUNTAIN (1/2) BLOWOUT (2) ,r:::-LLAVATORY. SARSER/BEAUTY . ICE MAKER (1/2) SHOP (2) _SURGEONS SIN& (3) -----LAVATORY. SURGEONS (2) G!JACUZZI (2) URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS,2Z l—_# $20.00 EACH $ JOB INFORMATION—/ RI NAN CIA%.PRINTING Cla~ H a96-yds/ N N 30tiee of Commencement H w (racrARE IN ouruCATc) '-i To whom it may concern: ri , .H > The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE W OF COMMENCEMENT. U hDescription of property -.��` 1�3____ e_1_v __L__rn_ t�_e___`�____________________• ----L=1 n -51 d e--- '` ---- •------------------------------------------------------ According to plat thereof recorded in plat book q7-- 7- pages �= �s— of the current -p-u- r blic ecords+of Duval Count - y, orida U) General description of improvements _________..____-- - F1__________________ P Construction of Single Family Residence with Garage on concrete slab a ----------------------------------------------------------------------------------------------------------- Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- a 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- 0 Fee Simple Owner's interest in site of the improvement ________________________________________________ A V Fee Simple Title holder (if other than owner) _____________________________________________________________. D aName ----------------------------------------------------...------------------------------------------------ Address ------------- ro Contractor ---same--------as-----owner-------------------------------.._---------------------------------------------_. Address ----------------------------------------------------------------------------------------•--------- aSurety (if any) ------------------------------------------------------------------------------------------- -i Address -----------------------------------------------------------------Amount of bond $ -------------- yName 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: Metropolitan Title & Guaranty Co. Name ----------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville , Florida 32216 Address ------------------------------------------------------------------------------------------------- in addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ------------------------------------------ -------------------------•--------------------------------- Address ------------------------------------------------------ - 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- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11. 0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17.0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX--------------------I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0. 00 I --------------------- I 0.40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: (,G1c� 5�,,.`t�.,00ti.�k S , Signature: 0 Date: �-�L-1'5" City/Zips ,o,," 3 z Z.1 Florida Effergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 113 SL 2 BUILDER: CENTEX AND ADDRESS: 1653 LINKSIDE CT N PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 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 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: Ca1ta compliance in accordance with Section DATE: a-9, 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: � 7 BUILDING OFFICIAL: DATE: �r-.;�-9 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: 113 SL 2 BUILDER: CENTEX AND ADDRESS: 1653 LINKSIDE CT N PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O .Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13 . Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric 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: ����� �c,,� compliance in accordance with Section DATE: 1i--;) .9g- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: y _ _ DATE: �r- a -4 a 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 COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,647 .00 170.00 1.453 11, 186.00 16,255.89 8,846.60 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 .9 895.5 Ext Wood Frame 11.0 995.0 1.70 1691.5 Adj 197 .0 . 7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137.9 DOORS---------------- Ext 21 .0 6 . 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1507 .0 .6 904 .2 Under Attic 30 .0 1493.0 .60 895.8 Under Attic 30.0 165.0 .60 99.0 FLOORS--------------- Slb 169.0 -37 .0 -6253 .0 Slab-on-Grade .0 169.0 -41.20 -6962.8 INFILTRATION--------- 1647 .0 8.0 13176.0 Practice #2 1647 .0 8.00 13176.0 TOTAL SUMMER POINTS 25,289.71 18,015.22 TOTAL x SYSTEM = COOLING 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 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 16,254 .27 .55 8,939.85 1 21,793 . 33 1 .00 1. 100 .500 1.000 11,986.33 ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ __= AS-BUILT NUM OF x MULT = TOTAL I 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 0 10 20 30 40 50 60 70 80 90 100 I --------------------------------------X-- I The maximum allowable EPI is 100. The lower the EPI the. more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zi �.Qcav� Florida E ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME : 113 SL 2 ADDRESS : 1653 LINKSIDE CT N CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 . 3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 23620.60 STRUCTURE SENSIBLE 11671.22 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15851.22 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1181.03 DUCT GAIN 1885. 12 TOTAL LOSS/BTUH 24801.63 TOTAL SENSIBLE 20736.34 TOTAL LATENT 12557 . 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4960.33 20% SENS.OVRSZE FTR: 4147 .27 ACTUAL + 20% OVERSIZE: 29761. 96 SENS. + 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: 39.80 1923.36 463.58 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940. 90 2388.80 Under Attic 30 165.00 214 .50 264.00 --------- --------- --------- SUBTOTALS: 1658.00 2155.40 2652.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 23620.60 18851.22 ------------------------------------------------------------------------------- d r ..... v-. ?' 4. �" /per✓ N � E #t-r/ O '7ILI ill fill/ S/lC'' N�YC�Jt�i�/��� AE- a-Pell-c7- - r'2-0 „��.;: : III Q_ Ti. 1 1 ..rte.......••......_._.. .r ` � ._... ..�..__._._._____..•_... .. ....... ..... ._. .. ._ _. _. a . a o a � � G W-41' u i I O I J! 10 I H 1 ti H •i -1 ru O V a a h � b a C? A m �s cry cr> E9TIM EIIAIE _ - CHKBY , n HOLM LUMBER PVD,,; 57WMO a A C '°e 4"iE TR USS CO. PROJECTO 6550 ROOSEVELT BLVD. JACKSONVILLE, FL 32244 PHONE 904 772-6100 FAX 904 772-1973 i h n ry w r n �a 118 0 o - &-a'PLAIMCNf - 9'-O"PLKt Wla f 1 . `N J O PLATE HEIGHT & ROOF PLAN gig NOT TO SCALE SHEET OF 2 job: 4-3611 LOT Ti HIP 7 THIS DWG. PREPARED FROM OMPUT R INPUT (LOADS 6 DIMENSIONS) M TT D BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 62 N UPLIFT ((LB) 950 940 WEBS 2x4 SP 63 BAG LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 61 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 SI14PSON OR EGUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- MMN UPLIFT MMM MNM HANGER WWW H5 - -4556(Jacks Only) 1 HU526 - + 27516 -12861 10d 1ply MTS12 - -10001 I HUS25 - + 33156 -15500 15d 1ply MTS12 - -20000(((((2 Each))) I HHUS48 - + 42996 -16600 10d 2ply 16d 2ply MST608 - -4688i(Pera2ply)�I� NGUSS48 - + 80000 -2650/(�16d 2ply CS150 - -16506(Each) HGUS5.5- +113356 -3945/(160 3ply ------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' I------7 �T' 7 7 T 4X81 ,5X3 4 m 1 .5X3 1.5X3 6 m 4X5 (A2) 4X5(02) X Xe 21 2 '+ 21 -1- 2- 7' 2- —� L' 7, 7' 7' R=2105# W=3"8 57+8/ 578/ R=2105# W=3"8 PLT. TTAYP. -ALPINE DESIGN CRIT=TPI OTY = i TOTAL - 1 REV. 17.2m SCALE6-0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF • XXIMPORTANT XX )E SHALL HOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR TSE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 12/0194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF ORWG A445 OR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL A 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 0 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF - TOT.LO. 47.0 PSF 0/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER - SEAL ON THIS DRAWING AP IES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS , Nr 0 RIOT Q T� DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa`'����--TP PLATE T TUT NATIONAL SPECIFICATION FOR WOOD SPACING SEE ABOVE T Yp h l p S ��NNN NNNN H� Job: (4-3611) LOT T HIP 9 THIS DWG. PREPARED FROM COMP TER INPUT--(LOADS_& 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 (LB1: 570 570 WEBS 2x4 SP 03 BRG.LOC UFT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - (5.00 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 SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift rrw UPLIFT rwr www HANGER www H5 - -455/(Jacks Only) HUS26 - + 275!0 -!2860 fOd 1PIY MTS12 -10000 1 HUS25 - + 3315• -15500 16d (ply MTS12 - -20001(2 Each) I HHUS48 - + 42990 -1660#(10d 20YMTT288 - -37860(2 Each (100 1 HHUS48 + 51800 -20000 16d 2plY MTT28B -44550(2 Each (16d)I HGUS48 + 66400 -2!990 !Od 2ply MST60 - -46880(Per 2ply) HGUS48 - + 80000 -2650/ 16d 2plY CS150 - -16500(Each) I HGUS5.5= +f 13350 -39450 16d 3PIy REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3' 9' 4X6 4X; (R) to = 1.5X3 1.5X3 � 6 p Q 3X4 (A 1) 3X4 (A 1) X4 3X --IV 81 21 ' _I f 2. + 21 � L 2' R=114O# W=3"8 R=1140# W=3"8 TA? T22 REO: 68526 PL7. Ty -ALPINE DESIGN CRIT=TPI OTY i TOTAL 1 REV. 17,2m SCALE -0.2500 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 111 1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN d.r� TC DL 7.0 PSF DATE 12101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST08 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GAGALV. STEEL MEETING ASTM WIRE"ENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 O PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BUCEO WITH PROPER - - TRUSS ANI UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING• BOTTOM CHORD BC LL 0•O PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIDCEILING --SEE TOT,LD. 4 7•O PSF[/Ap LEN. 21-O-O CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERP•�SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS '� 1 •33 IN ONLY• AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. T �` OUR. . ­TPI . TRUSS AT INSTITUTE. 99 NATIONAL SPECIFICATION F T T 'N N, Two, SPACING 24.0" Yh1QS Job' (4-3611) L 0 T T3 21 '0 �WITE ATTIC THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 12 N UPLIFT (LBI: 670 670 WEBS 2x4 SP #3 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 MIOSPAN BETWEEN BEARINGS. 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 SPECIAL LOADS MMM UPLIFT MMM MMM HANGER MMM -------------------------------------------------- H5 455f(Jacke Only) HUS26 + 275lf -1286#(fOd Spiv TC - From 74 PLF at -2.13 to 74 PLF at 23.13 MTS12 1000f I HUS26 + 3315/ -15500 16d Wy BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MT512 -2000#12 Each) I HHUS48 + 42990 -1660f SOd 201Y BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT28B -37861 2 Each (100) HHUS48 - + 51800 -20000 16d 2ply BC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT288 -44550 2 Each) 160HGUS48 + 6640f -21990 fOd 2ply MST60 -4688/ Per 2ply) 1 HGUS48 + 80001 -26500 16d 2p)y CS150 -16501 Each) I HGUS5.5- +113350 -39450 16d 3piy ------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 10 6 to 6 - - —•� 4x5 (R) m 1,5X3 1.5X3 r� 6 1n 3X5(A 1) X5(A 1) X X h 21 ' {-2• 21 ' 1�2' (R`=1526# W=3N8 R=1527# W=3"8 i PL TYP9-ALPINE DESIGN CRIT=TPI OTY = 4 T TAL - 4 REV. 17.2m SCA�E6852Q�500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF X*IMP 0 R T A N T X X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND It 1111.. ITC DL 7.0 PSF DATE 12101194 \\3�"N DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE N[8-91 BY TPI. SEE THIS DESIGN ��1��$ E,�� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �� ALPINE CONNECTORS ARE MADE OF 2DGA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL W-0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 Q Q PSF RAG TRUSS AND NA.ESS O7HERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL CONNECTORS PER OOAWING5 030, 150 L 160A-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE STATE OF _ TOT.LO. 47.0 PSF 0/A LEN. 21-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER Q RjO�' V* SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 9-'- DUR.FAC. 1 .33 IN OHi.Y, AND SHALL NDT 8E RELIED UPON IN ANY OTHER WAY. DESIGN TO SHE TRUSS ERECTION rANifMCTpR. !NE %kS Y SPACING 24.0 TYP CQII�R --TP . T AT T T 7. NATSPECIFICATIONF T T I',11111 1111'1`` Job: (4-2611) LOT T4LITEATTIg THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x6 SP #2 N UPLIFT ILBI: 660 520 WEBS 2x4 SP :3 SRG.LOC (FTI: 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 MIOSPAN BETWEEN BEARINGS. 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 l-)-Uplift ----------------'----------- --------------------'------------- SPECIAL LOADS www UPLIFT Www --M HANGER NNW -------------------------------------------------- H5 -455#(Jacks Only) I HUS26 - + 27511 -12861 SOd !D]Y TC - From 74 PLF at -2.13 to 74 PLF at 21.00 MTS12 " -1000/ I HUS26 + 3315: -1550/ 163 iply BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -20000(2 Each) I HMS48 - + 4299# -16601(10d 211 1y BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT288 - -37861(2 Each) 00d)I HHUS48 - + 5180# -2000# 16d 2plY SC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT238 " -4455#(2 Each) (16d) NGUS48 + 6640: -2199: fOd 2,Jy MST60 " -4688/(Per 2ply) HGUS485� +11335: -39451 16d 3plY 05150 - -1650: Each) ---------------------------------------------------------^---'- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6" �- - - 10'6" -� 4X5 (R) M 1.5X3 1.5X3 ~ 6P;- In 3X5 (At) X5 (A i) 4X r - - 21 ' 2 yi' 21' R=1536# W=3"8 R=1364# W=3"8 s TA PLT. TYP .-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL - 4 REV, 17.2m SCALE6-032500 ALPINE ENGINEERED ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF `r XIMPORTANTNX SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AHO , F� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-21 BY TPI. SEE THIS DESIGN aaTP f��, TC OL 7.0 PSF DATE 12/01/.74 `T p\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS APE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ - BC OL 10 •0 PSF ORWG \\\\ A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606- - U TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD w BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - TOT.LD. 47.0 PSF o/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C 1PI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIOT Q•` OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '� INEE0 x--TP T .T NST T T . HAT NA F T F t T SPACING 24.0' TYP comn Job:' 4-361 LOT T5LITEATTIC SR THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. _ BOT CHORD 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. WIND SPEED - 100.00 MPH. MEAN HEIGHT 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIOSPAN BETWEEN BEARINGS. 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. (0-Gravity (-)Uplift ------------------- ---------------------------------------- SPECIAL LOADS mmm UPLIFT mum 1 NMM HANGER mom -------------------------------------------------- H5 4550(Jacks Only) I HUS25 + 27510 -12860(10d 1ply) TC —From 74 PLF at -2.13 to 74 PLF at 20.71 MTS12 1000/ I HUS26 + 33150 -15500115d 1Dly BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -2000/(2 Each) I HMS48 - + 42990 -16600(fOd 2ply BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT288 - -37861(2 Each) (10d)I HHUS48 + 5180/ -2000i(16d 2plyl BC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT288 44550(2 Each) (160) HGUS48 + 66401 -21990 fOd 2ply MST60 :46880 Per 2ply) 1 HGUS48 - + 80000 -26500 16d 2DlY CS150 - -16500 Each) i HGUS5.5- +113350 -39450(16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 106" 1028 4X5 (R) � 1.5X3 1.5X3 n 6 tt7 3X5 (A 1) X5 (A 1) 4=3 F'15 8 X 4X 2 N►}� - 20 8 8 -� R=1520# W=3"8 R=1353# W=3" TAT = T35 REG: 68 00622 PLT.TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL = 1 REV, 17.2m ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAM 12/01/94 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AHD 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 9Y TPI. SEE THIS DESIGN TYT-jtjj/11 /1j���' TC DL 7.0 PSF DATE 12/01/94 IE FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPN. FOR ADDITIONAL SPECIAL PERMANENT BRACING - v f ALPINE CONNECTORS ARE "ADE OF 20GA MY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF ORWG O 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 W BC LL NN COECTORS PER DRAWINGS 130, 150 i 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT.LD. 47.0 PSF 0/A LEN. 20-8-8 CONFORM M/APPLICABLE PROVISIONS OF NOS C 7PI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWAAPPLICATION. FURNISH A COPY OF THIS :� �. Q RZ�'Q'� UR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGNLL TO THE TRUSS ERECTION CONTRACTOR. VEE!F15' 1 N--TP . T S AT I I T NAT SPECIFICATION c T T ,,''NN, „NTN`'` SPACING 24.0 TYPE c o mn Job: 14-m3612) LOT T5 37'0 TRAY HIP THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. - SOT CHORD 2x4 SP 02 N UPLIFT (LB): 600 770 480 WEBS 2x4 SP 03 SRG.LOC [FT1I: 0.00 20.67 36.71 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 ANO/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNM UPLIFT MMM ) MMM HANGER MMM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455f(Jack9 Only) i HUS26 - + 2751# -12860(10d 10Y) MTS12 - -10000 I HUS26 - + 3315f -15500(16d 1ply MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600110d 2plY) MTT288 - -3786#(2 Each) (I NO HHUS48 - + 5180# -2000f116d 2p'y MTT288 - -4455#(2 Each (16d) HGUS48 - + 6640# -21990 0d 2plY MST60 - -46880(Per 20Y) HGUS48 - + BOOOf -2650# 16d 2ply CS150 - -1650f(Each) HGUS5.5- +113350 -3945( 16d 3plY 5:_+113350 9 HOLMES LUMBER DETAIL_SHEET FOR UPLIFT/HANGER OE TAILS �IO'B" 17'8" T 5X51 X4 X4 TX5 6 1.5X3 1.5X3 CO �n X5 (A 1) 1 9 3X5 (A i) 3X7 =W3 X 4 3X7 5X4 20'8" 16'4" -� _37' R=1132# W=3"8 R=1709# W=3"8 R=942# W=3"8 { TA = TSSED: 68620 PL TYP,-ALPINE DESIGN CRIT=TPI OTY - 1 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**SHALL NOT BE AESPOMS113LE FOR ANY WARNING IN HANDLING. ERECTION AND ' ' t1 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �-I11�C 'r, ,� TC DL 7.0 PSF DATE 12/01/94 ^ \\U�wJ`+�►�\) FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - - BC OL 10.0 PSF ORWG A446A6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 9E LATERALLY GRACED 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 230, 150 C I50A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF TOT.LD. 47.0 PI 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0 X07, T` 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 MOT BE RELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �` .-_TP - T AT T T T NATIONAL N AT F T �� �.H ,,,+` SPACING 24.0" TYPE SPeC Job' 4— 1 OT T7 7' TRAY HIP THIS DWG. PREPARED FROM OMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP /2 N UPLIFT 1L81: 560 800 440 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 - MOO 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. --------------------------------- ------- I TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+1-Gravity 1-1-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------- ---------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNN UPLIFT MMM NNN HANGER NMM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -4551IJack5 Only) HUS26 - + 27511 -1286a 11Od SpIy MTS12 - -10000 ( HUS26 - + 3315/ -15501 16d 1PIy MTSS2 - -20001(2 Each) I HHUS48 - + 42991 -1660#(10d 201y MTT288 - -3786412 Each) (10d)� HHUS48 - + 51801 -2000#(16d 2p1Y MTT288 - -4455012 Each (16d) HGUS48 - + 66401 -2199 104 2p 1Y MST60 - -468BO(Per 2ply) I HGUS48 - + 80000 -26501(164 2Ply CS150 - -l6500(Each) ( HGUS5,5- +113350 -394501160 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �•--- 12'B" ---�_ 13'8" ►}- -- 10'8" ----� T 5X5 3X4 1.5X36 m3X4 >1.5X3 OD 6 p- to X5(A 1) 3X5(A 1) 3X4 - - 9' 3 X4 �N 37' R=1080# W=3"8 R=1843# W=3" R=861# W=3"8 PLT.=TVP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL 1 REV, 17.2m SC0 LE68 .1667 ALPINE ENGINEERED PRODUCTS, INC, TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTIDN AND n !\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN 6N..'E�056 " TC OL 7.0 PSF DATE 12/01/94 \\UvAV�AU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTDS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE/� ALPINE COHNECIORS ARE MADE OF 206A GALY. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10•0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNEC70PS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER -TRUSS ANO IrilESS OTHERWISE LOCATED ON THI$DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTON CHORD BC LL 0 0 PSF RA6 CONNECTORS PEP DRAWINGS 130, 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L0. 47•0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI, AN EWGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERt`� •]SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS • OUR.FAC. 1 •3 3IN ONLY, AND SHALL NOT BE RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. spec •--TP - 7 AT T i T NA1 NA F T f i T ,�H/H i�H�,, SPACING 24.0" TY J P e C Job: (4-3611) LOT T8 37'0 TRAY HIP 12'8 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB1: 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. WINO 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) SCI NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR, TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REGUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. www UPLIFT www I www HANGER www H5 455#(JackS Only) I HUS26 - + 2751# -12860 10d !ply CONTRACTORS WARNING: MTS12 10000 Each) I HUS26 - + 33150 -1550# 160 !ply ATIS TRUSS SPECIFICIL CATIONS PARTTICULARTO BEAR DCARESISPORT ADVISEDITIONAL DURING LOADS MTT288 3786/12 Each) (fOd)j HHUS48 + 51800 -20001(160 201Y INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -44550(2 Each) 11601 HGUS48 + 66400 -2199# fOd 2ply MST60 - -4688#IPer 2ply) I HGUS48 + 8000# -2650#(16d 2p1y) CS150 1650ilEach) i HGUS5.5- +113350 -3945#(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS �— -- 14'8" 9'8" 12'8" — --� 5X61.5X3 %6 3X4 1.5X3 co 6 p (A) Z! (A) X5(A i) - 3X5 (A S) X T X X4 20118 1608 — -� �N'T' ----- - - 37 R=1062# W=3"8 R=1884# W=3" R=838# W=3"8 TAG = T54 S Q' 68601 PLT. TYP.—ALPINE DESIGN CRIT=TPI QTY i TOTAL = 1 REV. 17.2m S �LE -0.1667 tALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF X IMP 0 R T A N T*X SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FRO1/ THIS DESIGN OR THESE SPECIFICATIONS. 0R ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��T'' F'��iTC DL 7•O PSF DATE 12I01/94 FAILURE 70 BUILD THE TRUSS 1N CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 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 w BC LL COwIELTORS PER DRAWINGS 130. 150 19 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.LO. 47.0 PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPJ. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON 7MIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY of THIS 0 RI�,.'GQ~� 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '��� INEEA`'�1`, SPACING 24.O' TYp spec -•TP . T A7 INSTITUTE. NATDESIGN-SPECIFICATIONF i T N ,TIHH HNT, Ob: (4-361 1LOT T9 37'0TRAY HIP 14'8 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 (LBI: 520 870 390 WEBS 2x4 SP 13 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 NEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 80 NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR, TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (+)-Gravity (-)-Uplift ------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNN UPLIFT NNN *W* HANGER NNN H5 - -455/(Jacks Only) I HUS26 - + 2751/ -1286/ 1Od 1ply CONTRACTORS WARNING: MTS12 - -1000/ 1 HUS26 - + 3315! -15501 16d Sply ATISPECIFICTRUSS ILOCATIONS. PARTTICULAR CARES DESIGNED TO BEAR AND/OR S SPADVISEDIDURING LOADS MTT288 - {37861(2 Each ((10d TIONAL 2 Each) 1 HHUS48 - + 5180/ -2000/ 16d 2pl+ 4299f -1660f 10d y INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44551(2 Each) (16dil HGUS48 - + 6640/ -21991 10d 2ply MST60 - -4688/(Per 2ply) 1 HGUS48 - + 80001 -26501 16d 2ply CS150 - -1650/ EaCh) I HGUS5.5- +113351 -3945/ 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS �—--- 16'8" 5'8' 14'8" ---1 5X6 1.5X3 3X4 m 3X5 (A 1.5X3 Co Do 1 .5X3 (A) 6p X5 W) 3X5(A1) 3X5 -�9 �3 X 3X5 3X4 �— 20' 11"8 16'0"8 --� R=1061# W=3"8 R=1887# W=3" R=836# W-3"8 TAY.- T55 SEG: 68603 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL = 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 *IMPORTANT*)(SHALL NOT BE nESPONSIKE FOR ANY WARNING IN HANDLING, ERECTION ANO ` , f�G n \\1% ` `V DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIG-91 BY TPI. SEE THIS DESIGN 1TT,� ������ TC OL 7.0 PSF DATE 12/01/94 n \\\V\vAv\V FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FDR ADDITIONAL SPECIAL PEGMANENT SPACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATE0. TOP - - 8C DL 10.0 PSF ORWG A4;6 GP S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD If BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 c ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--GEE - STATE OF - TOT.LO. 47.0 PSF[O/A LEN. 37-0-0 CABLE INEER'S ALPINE 1 FOR R s SEAL ON THIS DRIAWING APPLIES TO IREOF NCSOMPORENT DEPICTED HERE DRYWALLTECHNICAL APPLICATION UPDATE FIXIIHSH/A(COPY OFTHIS0R10*Q'� OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRl19S ERECTION CONTRACTOR. ��� INEER6'�.` t--TP - T. ;T NST T T NDS NATIONAL N F AT F W 1 T �R NR R.R.T SPACING 2 4.0" YP s p e c Job: (4-3611) L0 T T10 37*0 TRAY HIP 1 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSION SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT ((LBI: 490 910 360 WEBS 2x4 SP 93 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) 80 NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SI14PSON 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. VVV UPLIFT MMM MMW HANGER *Mr H5 4550(Jacks Only) HUS26 - + 27510 -1286• fOd 1ply CONTRACTORS WARNING: MTS12 - -10000 HUS26 - + 33150 -1550/ 16d 1ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -20001((2 Each ( HHUS48 - + 42991 -16600(10d 2ply AT INSTALLATIONLTTOAENSURE THATITHISRTRUSS IARE S ERECTED ED PROPERLY. MTTRING 288 - -4455012 Each (I6d), HGUS48 - + 66 00 -2199/ 1Od 2ply MST60 - -46880 Per 2ply) NGUS48 - + 80000 -26500 16d 2ply CS150 - -16500 Each) I HGUS5.5- +113350 -394511116d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 1618° -� 5X5 X (R) 3X4 3X4 m 3X5 X5 ao A (A) 1 .5X3 m 1 .5X3 (A) 6 p X5(A 1) 3X5 (A 1) 3X4 --TV3 �8. X4 JX4 3X5 5X4 2X4 X7 �- 20' 11' 8 - 16'0"8 ---� �,-"' 16'0"8 N N 37' R=10451 W=3"8 R=1941# W=3" R=7981 W=3"8 TAG T56 gE�: 68606 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - 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 XIMPORTANT-XX SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. EREC7ION AND ' ' n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB- BY TPI. SEE THIS DESIGN �1.'t 91 ���� TC DL 7.0 PSF DATE 12/01/94 O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY 7PI. FOR ADDITIONAL SPECIAL PERMANENT BRACING UNLESS 1W ALPINE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUTAEMENTS. ESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF ORWG - A446 GP B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0-0 .PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED 91610 CEILING--SEE - STATE OF - TOT.LD. 47.0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER W., r'� SEAL ON THIS GRAVING APPLIES TO TIIE COMPONENT DEPICTED HERE DRYWALL APPLICATtON. FURNISH A COPY OF THIS �, O RI�Oq Q'�� DUR.FAC.. 1 .33 IN ONLY, AND SHALL NOT BE RELIED IKON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��6, INEt^' �• .--TP . T AT T T T T N SPECIFICATION F T T SPACING 24.0" ITYPF spec Job: 4-3611 L T T11 37-0TRAY COMMON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 MENSIONS SUBMITTED Y TRUSS MFR, TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (LB 500 910 360 REBS 2x4 SP 13 BRG.LOC (FTI: 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. THIS pESIGN TO BE USED KITH DRYWALL OR OTHER FLEXIBLE CEILING WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ONLY. DO NOT USE WITH PLASTER CEILING. _______________________________________________________________ (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS Bd, NAILS a 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY -------------------(---Gravity (-)------t ERECTION CONTRACTOR, www UPLIFT MMM I NNN HANGER MMM H5 - -455/(Jacks Only) I HUS26 - + 3315 -12661 fOd 1ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MT512 - -1000# I HUS26 - + 3315/ -15501 16d 1ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16601(10d 2ply MTT288 - -37861(2 Each) (7001 HHUS48 - + 51800 -20001 16d 2ply CONTRACTORS WARNING: MTT268 = -44551(2 Each) (f6d) HGUS48 + 6640# -21991 10d 2p]y THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MST50 - -4688#(Per 2ply) HGUS48 - + 80001 -26500116d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CS150 - -16501(Each)_ _ ---- HGUS5.5__+113351 -39451 16d 3ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. _____________________ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 19'6" -�- 17'6" 5X5 1.5X3 1.5X3 X4 m 3X5 (A) 3X5 0 1 .5X3 1.5X3 6 p X5(A S) 3X5 (A 1) -�--�9 3 X75 3X9 m 3X3 �• 20' 10"4 16' 1" 12 �N�T• 37' tV y.1 R=1063# W=3"8 R=1881# W=3"8 R=839# W=3"8 PLT. TTAYPB-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL - i REV, 17.2m SCALE68041667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANOLING, ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H1 8-91 BY TP]. SEE THIS DESIGNUS' ������ TC OL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF ORWG `U\\ A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 BC LL 0•0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 L 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TO T,LD. 4 7•0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF MOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER oF40 p: 1 .33 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q�� OUR.FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEt�^{� •--TP . TRUSS PLATE INSTITUTE. NATIONAL DESIGNSPECIFICATION FOR WOOD COM51FRXTION 1HISPACING 24.0" ITYPE spec Job: 14-3611)611 LOT T12 13-3-8 TRAY HIPM 7 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB1: 590 610 WEBS 2x4 SP #3 BRG.LOC FT : 0.00 13.04 ' TRUSS DESIGNED FOR !00.00 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 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. (0-Gravity (-)Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NNN UPLIFT 11** 1 OWN HANGER NNN H5 455#(Jacks Only) I HUS26 + 2751# -1286#(10d Ipl MTS12 -10000 I HUS26 + 33151 -15500(16d !plyy MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600 00d 2ply MTT288 - -3786#(2 Each)) (!Od))II HHUS48 - + 5180# -2000#((16d 2ply, MTTZBB -4455#(2 Each) (16d)) HGUS4B " + 6640# -2199# 10d 2ply MST60 -4688#((Per 2ply) I NGUS48 + 8000# -2650# 16d 2ply CS150 -1650# Each) I HGUS5,5- +113350 -39450116d 3ply -------------- ---------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1338 -� 7' 6'3"8 ---� 4X5 3X5 1.5X3 T T3X4 m rn o 0 •� 6 F'- 2X7 2X7 (A I) X 1' 1' 4'3B' �j 3 5X5 �---2 ---}- 4'3"8 9' �- 13'38 -� �- 7 6'3 8 R=1255# W=3"8 578# R=1422# W=3" PLT.=TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL = i REV. 17.2m SCALE68053750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF )f I MP O R T A N T N*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND ^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN T'`'�r' 4C., 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 - v 0\\\\\VVJ ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF ORWG O A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N 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. 4 7•0 PSF 0/A LEN. 1 3-3-8 CONFORM W/APPLICABLE PROVISIONS OF NDS 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 �0 R-10*Q'� OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE REliEO UPON IH ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION COMTAACipI. �� jMEE�� ` SPACING SEE ABOVE .TVP spec X--TP . T AT T t i NATIONAL S f AT F CONSTRUCTION 't R! R1�R�,` Job: 4- 11 LOT T13 7' TRAY HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT JLOADS 6 DIM NS NS SBM TT V TRUSS MFR TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 'T3 2x4 SP #1 Dense: UPLIFT SLB): 430 910 860 BOT CHORD 2x4 SP 02 N BRG.LOC (FT)*. 0.00 13.04 36.71 WEBS 2x4 SP #3 :W6 2x4 SP '62 N: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BEARING BLOCKS: NAIL TYPE: 0.13Ix3.0_g_nail5 --------------------------------------------------------------- BAG X-LOC #BLOCKS LENGTH/BLK #NAZI.S/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 6 GRADE AS CHORD. RWW UPLIFT NNW I MNM HANGER NMM H5 455#(Jacks Only) 1 HUS26 - + 2751# -128601iod fply (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH MTS12 - -1000# 1 HUS26 - + 3315/ -15500 16d 1ply Bd NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 - -20004(2 Each) 1 HHUS48 - + 4299# -1660#(((f0d 201y ERECTION CONTRACTOR. MTT28B -3786/(2 Each) (1Otl) HHUS48 - + 5180# -2000#(i6d 2ply MTT28B - -4455#(`(2 Each) 16d HN - + 66400 -21990110d 2ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. MST50 - -4688/ Per 2ply) HGUS48 - + 6000# -2650# 16d 201Y MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CS150 -1650/ Each) I HGUS5.5- +11335# -3945# 16d 301y 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 BC - 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 BC - From 20 PLF at 30.00 to 20 PLF at 37.00 SC - 579 LB Concentrated Load at 30.00 37' -� 21 X3 !-7, 5X6 4XidT2 3X6 4X4T3 5X7 6 p. 9X4 W6 Z2M1.5X3 4Nj�T 3 4X5(A2) 3X5 (A 1) ; �3 i' X1 4X �---- 13'4" .�. - 23'6" 37' -1 30' -�'_7` G R=210# W=3"8 R=3938# W=3"8 R=2080# W-3"8 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY i TOTAL = i REV. 17.2m SCALE68�5101a ALPINE ENGINEERED PRODUCTS, INC. TRUSSES AEOUTAE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF *IMPORTANT)! SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND I \ DEVIATION FROM THIS DESIGN OR THESE SPEC IFICAT[pN$, pl ANY OWING. SEE NI5-91 BY TPI. SEE THIS DESIGN -`12UCJ' �•��� TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v �•1 ALPINE CONNECTORS ARE NAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - BC DL 10.0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER -- 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THI5 DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--GEE STATE OF TOT.LO. 47.0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINIEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE I GRYNALL ARIL ICAt10N. FURNISH A COPY OF THIS O RLQ'Q P: IDUR.FAC. 1 33IN WAY, AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. OESTOM TO THETRUSS ERECTION CONTRACTOR. 01JJ "--TP . T A7INSTITUTE. NATIONAL v AT F T T ••,•'•P.N. SPACING 24.0" TXP Spec Job: (4-36111 LOT T14 37*0 TRAY HIP 9 THIS DWO. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) U M TT Y TRUSS MFR TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 SP f2 N UPLIFT (L8): 410 800 650 WEBS 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 IA) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH --------------------------------------------------------------- 8d NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACTOR, (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MMR UPLIFT NNR I MIIM HANGER RRR MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, H5 - -455f(Jacks Only) i HUS26 - + 27511 -1286f(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315f -15500(16d 1ply CONTRACTORS WARNING: MTS12 - -2000#(2 Each)) I HHUS48 - + 4299f -16601 lOd 2ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -37860(2 Each) (10d)I HHUS48 - + 5180f :200001160 2ply AT SPECIFIC LOCATIONS. PARTHAT CARE IS ADVISED DURING MST508 - -4650#(Each)h) (16d) HGUS485- +180000335# -3945f 16d 3ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 4688f(Per 2ply) HGUS48 - + 80001 -26501 i6d 2ply ----------------E------3333-------------1133 -3945# REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' 9. 3333-� T 5X5 3X5 3X4 5X5 m 3X4 A) 1.5X3 O 6 (7 .-1 � X5 (A i) l 3X5 (A i) X X X '1_*9• ]. 3 e 3 5X5 13-4- 1. 23'8" 1 N 4,3"0 32*8"8 N� R=442* W=3"8 R=2245# W=3"8 R=1097# W=3"8 PLG T22l 5E0: 68557 T.TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL - 1 REV, 17,2m SCALE -0. 1667 ARE *IMPORTANT* ALPINE ENGINEERED aEsPONs von INC WARNING INNANDLINGTRUSSES ' ERECT ION RE EXTREME CARO 12t?9194 TC LL 30.0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN ��-1 Tt1WC ENN� TC OL 7.0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC OL 10.0 PSF DRWG ►p8 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL aE LATERALLY BRACED WITH PROPER - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHO D N 606 BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 G 180A-F• DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF _ TOT.LD. 4 7•0 PSF OjA LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENG[NEER•8 ALPINE TECHNICAL UPDATE (7/1/811 FOR PROPER TA E r: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A COPY OF IRIS Q'� OUR.FAC. 1 .33 IN ONLY,AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��N' rnE ,,"� a tPT - TRUSS PLATE INSTITUTE. MOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONNSTRUCt[ON NNINNNNN,� SPACING 24.0" TYPE SPEC Job: 4-3 ] T T]5 37*0 TRAY HIP It THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBM TT Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 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) !X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS @ 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. 11WK UPLIFT MNW I MMM HANGER I1MN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply MTS12 - -10000 1 HUS26 - + 3315# -1550# 16d 1ply CONTRACTORS WARNING: MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660# 10d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTTa88 - -37860(2 Each) (1001 HHUS48 - + 5180# -2000# 16d 2oly) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) 1HGUS48 - + 8000# -2650#(16d 2ply CS150 - -1650#(Each) i HGUS5.5- +11335# -3945#(16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 13' 13 ---- 11 ' — -� T 5X7 1.5X316 1 (A) m 3X4 (A) 1.5X3 6 Lo X5(A 1) 1 3X5 y 3X6 3X4y fie. -� a 3 5X5 �-- 13-4" -T- 23'8" --I � 4 '3"8 32'8 8 �- 37' R=482# W=3"8 R=2165# W=3"8 R=1136# W=3"8 PLT.-TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL 1 REV. 17.2m OLE6-051667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 121 9/94 TC LL 30.0 PSF REF *I MP O R T A N T N X SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL. 7.0 PSF DATE 12/29/94 ^ \\Uiv`"►\V FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST98 BY 7P1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF ?OGA GALV. STEEL MEETING ASTM 9UIREMENTS. UNLESS OTHERWISE INDICATED. TOPO - _ BC DL 10.0 PSF DRWG A4N8 GR B EXCEPT AS NOTED. APPLY CONNECTORS 7O EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER UL - - TRUSS AND ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M 606 BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 111610 CEILING --BEE STATE OF TOT.LD. 47.0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF HOS f TPI. AM ENGINEER*$ ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 p10� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D(.)R,FAC. 1 .33 IN ONLY. AND SMALL NOT BE RELICO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. EE���` --7PI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '''�NNNN,�N`` SPACING 24.0" ITYPE SPEC JDO: (4-3611) T T16 37'0TRAY HIP 13 THIS DWG. PREPARED FROM COMPUTER_INPUT (LOADS 6 DIMENSIONS1 SUBMITTEDY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED• BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 840 630 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 --------------------------------------------------------------- Bd NAILS & 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. 11XW UPLIFT WWW { WRr HANGER mm* MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#116d #ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each I HHUS48 - + 4299# -16600(10d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT289 - -3786#12 Each) (10d)I HHUS48 - + 5180: -20000 16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -44550(2 Each 1) (16d) HGUS48 - + 6640! -21991 10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MST50 4688#(Per 2131y) I HGUS48 - + 80000 -2650# 16d 2ply CS150 - -1650#(Each) I HGUS5.5- +113350 -3945! 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X5 X4 5X5 T m 3X4 X4 0 6 p 1.5X3 X5(A i) 3X5 (Ai) —*--�9� 3 --.L- 3 X p3 5X12 } -13'4" 23'8" --=1 f`N 4�3"8 32'8..8 37' ) R=419# W.=3"8 R=228i# W=3"8 R=1084# W=3"8 TAG T?�3 SCALE68 .1667 PL TY .-ALPINE DESIGN CRIT=TPI DTY i TOTAL i REV, 17.2m • ALPINE ENGINEEiEO PRODUCTS. tNc. TRUSSES REQUIRE EXTREME CARE 1229/94 TC LL 30 .0 PSF REF n� *IMPORTANT**SHALL NDT DE RESPONSIDLE FDR ANY ARNING IN HANDLING. ERECTION AMC d"". ^ ' \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-OS BY TPI. SEE THIS DESIGN TC OL 7 .O PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINECONNECTORSARE MADE OF 200A GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOPBC OL 1O•O P.SF DRWG ARAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHMBC LL O •O PSF RAG CONNECTORS PER DRAWINGS 130, 150 0 150A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LO. 47•O PSF 0/A LEN. 37-0-� CONFORM W/APPLICASLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1/011 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THISY. 1 .33IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHERWAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� SPACING 24.0"iNtTTtuff. NOS• !991 NATIONAL DESIGN SPEC7FjCAYlOM fd1 W000 CONSTRUCTION /'rHr1.i��i,, TYPE Job: 4-3611 LOT T17 37*0 TRAY HIP 15 THIS DWG. PREPARED FROM COMPUTER INPUT ADS 6 IMENSIONS) SUBMITTED BY_TRUSS MFR TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 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 WEB MEMBER, ATTACH WITH --------------------------------------------------------------- 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(JBck5 Only) I HUS26 - + 27510 -12860(10d 1ply MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 - + 4299# -15600(10d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44550(2 Each) (16d)1 HGUS48 - + 66400 -21990(10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 -46880(Per 2ply) ( HGUS48 - + 80000 -26500(16d 2ply CS150 - 16500(Each) I HGUS5.5- +113350 -3945! 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' -+- 5' — 15' -� 5X6 (R) 5 X5 3X5 m 3X5 A) X4 (A) Do 1.5X3 ' 6 � X5(A 1) �3 X5 (A i) i Xi 03 5X12 13.4" 238" _I I-N 4'3"8 32'8 8 37' R=450# W-3"8 R=2232# W=3"8 R=1101# W=3X8 PLT. TTAYPO-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE6-0,1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 121?9194 TC LL 30 .O PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANNLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ��TC' f'�. TC OL 7.0 PSF DATE 12/29/94 ^ \\Uv^v�►�\ FAILURE TO NNBUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE COECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP 8C DL 10.0 PSF DRWG O A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER - 5606 S TED TRUSS AND UNLESS OTHERWISE LOCAON THIS DESIGN, POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD _ * - BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF T OT.LD. 47.0 PSF 0/A LEN. 37-0-D CONFORM W/APPLICASLE 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 O�O'Q'� M.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. IW:S I6M TO TFE TRUSS ERECTION CONTRACTdi, INE 06� 24.OM SPEC .--TPI - TRussPLATEINSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR NOW CONSTRUCTION �+Rill.%``' TYPE Job: (4-36111 LOT TIS 7' TRAY HIP 17 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N UPLIFT ILBl: 390 830 620 WEBS 2x4 SP 03 BRG.LOC (Fi : 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. ' WIND 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 0 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REGUIREMENTS (+)-Grav 1 t y (-)-Uplift ------------------- (A) 2X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------- 16d NAILS P 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY MMM UPLIFT NMM I MMM HANGER MMM ERECTION CONTRACTOR. H5 - -4551(Jacks Only) I HUS26 - + 27510 -12861(fOd 1ply MTS12 - -10000 I HUS25 - + 33151 -15501116d 1ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16601(10d 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -3786f(2 Each) (10d)l HHUS48 - + 51BOf -2000f(16d 2ply MTT28B -44550(2 Each) (16d) HGUS48 + 66400 -2199f(IOd 2ply CONTRACTORS WARNING: MST60 4688f(Per 2ply) HGUS48 - + 80001 -2650f(16d 2ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS CS150 1650f(Each) I HGUS5.5- +113351 -3945f(16d 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 17' -) 5X6 rX5 1.5X3 3X4 m 3X5 (B)(B) 3X5 (B) 3X4 1.5X3 M 6 � s X5(Ai) � X5 (A 1) y X X X y�g• 0 3 5X5 13'4" 23'8 .u_ 1 _ 4'3"8 32 -- -�-N•1 37' -� R=523# W=3"8 R=2120# W=3"8 R=1141# W=3"8 TAG = T25REGALE 68565 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - i TOTAL i REV, 17.2m -0.15567 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES IEGUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF 2 X I M P OR T A N T N*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN On THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �f'1 ' ���� TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , - ALPINE CONNECTORS ARE MAGE OF 206A GALV. STEEL MEETING ASTN OUIIEMENI3. UNLESS OTHERWISE INDICATED. TDP - - 8C DL 1 O.0 PSF ORWG O A4/6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0•0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 & 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF _ TOT.LO. 47.O PSFITYPE 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NAS & TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RIS►Q'� DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT 8E RELIED UPON IN ANY OTHER MAY. DESIGN TO 711E TRUSS ELECTION CONTRACTOR, SPACING 24,0" spec INEEP`'�. ­TPI . i AiINSTITUTE. 1 NATIONAL N SPECIFICATION F W T T "1N1 N ��o Job: (4-361 flLOT T19 37'0 TRAY COMMON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT. CHORD 2x4 SP 02 N UPLIFT ILBJ: 390 630 620 WEBS 2x4 SP :3 BRG.LOC FT : 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)"Gravity (-)"Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MMM UPLIFT MMM II www HANGER SMM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -455#(Jacks Only) i HUS26 * 2751: -1286# fOd 1ply MTS12 - -1000: I HUS26 + 33151 -1550: !6d 1ply CONTRACTORS WARNING: MTS12 - -20001(2 Each HHUS48 " + 42990 -1660:(10d 2ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -378612 Each (lOdl HHUS48 - + 51800 -2000: 16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455# 2 Each 116d HGUS48 - + 6640: -2199# 10d 2ply, INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -46880 Per 2ply) HGUS48 - + 80000 -2650# 16d 2p)y CS150 -165001E ach) I HGUS5.5- +113350 -3945# 16d 3ply --------------- ------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �• 19'6" 17'6" — 5X5 4X6 3X4 to 3X2X5 (A) X5 o (A) ) 1.5X3 1.5X3 6 � 3X5(A i) 3X5 (AS) 1, X X 4 T�9. 1.-rlr3 —3 5X12 13'4" 23'8" -� f- n, 4,3"8 32'8"8 r- 37' -� R=456# W=3"8 R=2223# W=3"8 R=1105# W=3"8 TAG T27 SEQ: 68568 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 3 TOTAL - 3 REV. 17.2m SCALE -0.1667 ALP[NE ND ENGINEERED PROWCT.. INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF 2 *IMPORTANT**SHALL NGT BE RESPONSIBLE FOR ANY ARNING IN HALING, ERECTION AND \\(, DEVIATION FROM THIS DESIGN OR THESE SPEC[FICATIONS. OR ANY BRACING. SEE H18-9t BY TPI. SEE THIS DESIGN �1.1tj1"' 'iT�i TC OL 7.0 PSF DATE 12/01/94 ^ \\UYvv�►U\V FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE UN - , ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. LESS OTHERWISE INDICATED, TOP - BC DL 10.0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORDSHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 3606 -M BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 S 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT.LD. 47.0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS GRAVING APPLIES TO THE COMPONENT DEPICTED HERE ORYMALL APPLICATION. FURNISH A COPY OF THIS Q R10 Q., 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY DINNER MAY, OESIGN TO THE TRUSS ERECTION CONTRACTOR. �• E�`�� DUR.FAC. W--TP T ATINSTITUTE. T SPECIFICATION F CONSTRUCT NHl NHcH•H•H, SPACING 24.0" TYP spec Job: (4-3611) LOT T20 i HIPM 7 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP i2 N UPLIFT (LB): 700 710 WEBS 2x4 SP 13 BRG.LOC FT): 0.00 16.00 TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , 11 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. --------------------------------------------------------------- MMM UPLIFT NNN i NNW HANGER NON H5 4551(JackB Only) 1 HUS26 + 27510 -12861(10d 1ply MTS12 -1000/ i HUS26 + 33150 -15501(16d Iply MTS12 -20001(2 Each) I HHUS48 - + 42990 -16600(10d 2ply MTT288 -37B61(2 Each) (10d)� HHUS48 • + 51801 -20001(16d 2ply MTT28B - -44551(2 EeCh) (16tl) HGUS48 + 66401 -21991(100 2ply MST60 - -4688i(Per 2ply) HGUS48 + 80000 -26501 16d 2ply CS150 -1650#(Each) I HGUS5.5- +11335/ -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 163" -� (� 7' 9.3- J 4 X 7 i.5X3 T u m 1 .5X3 m 0 0 6 p m m 2X7 (A I) 4.3 9' •—` 3X4 4XIO 19 3X3 163^ ---� �--2' 16'3" J r• 7' 9'3" J R=15715-# W=3"8 578# R=1707# W=3W TAG = T58 SEGO: 68616 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - i TOTAL 1 REV. 17.2m S AL -0. 750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF t *IMP0RTANTR*SHALL HOT BE RESPONSIBLE FOR ANY ARNING IN HANOLIND, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��T � '� TC OL 7.0 PSF DATE 12/01/94 FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10-0 PSF ORWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WIT"PROPER 5606 BC LL 0.0 pSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W r CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TOT.LO. 47•0 PSFITYPE 0/A LEN. 16-3-0 CONFORM M/APPLICABLE PROVISIONS OF NOS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER O q10 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � OUR.FAC. 1 .33 IN ONLY, AND SMALL NOT BE RELIED UPON.IN ANY OTHER MAY, DESIGN i0 THE TRUSS ERECTION CONTRACTOR. INEE�'•� SPACING SEE ABOVE h1 p m --TP - TRUSSAtINSTITUTE. NATIONAL f / T. ''�NHH HHHTT�, Job: (4-3612) LOT T21 7'4 GABLE 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 ILB): 200 200 WEBS 2x4 SP t3 BRG.LOC FT11: 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 (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 MMM UPLIFT NNW I MMM HANGER NMN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 -4550(JackB Only) 1 HUS26 - + 2751# -12860((10d (ply MTS12 -2000#(((2 Each))) (( I1I HHU548 + 4299# -1150 660#(IOd 2ply MTT288 " -4455#(2 Each1 (16tl)1 HG 548 " + 6640# -2199#(100 2ply MST60 -460B#(Per 2Dly) 1 HGUS48 - + 80000 -2650#(16d 2ply CS150 " 1650i(Each) I HGUS5.5" +113350 -3--------------------------------------- 945#l76tl 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS L 3,8„ }� 3 8" T 4X4 T Q 5 F,- 0 2X4 (Di) X4 (D1) --914 10 1.5X3 14, 6�7 �8 LTJ r' 7-4" R=376# W=3"8 R=313# W=3"B s PLT. TYP6—ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - i REV. 17.2m JE 68626 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF X I MPO R T A N T 1(1(SHALL NOT Be RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ``1MMU5"F�PPi TC DL 7.O PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FN: v ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL W-0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED W17H PROPER5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TOT.LO. 47.0 PSF 0/A LEN. 7-4-0 CONFORM W/APPLICABLE PROVISIONS OF NDS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' IO 'c,Q P: OUR.FAC. 1 .33 ONLY.LY, ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �P I(tl RNE011501� ISPACING 24.0" Typ c o mn --TP • T A7INSTITUTE, NATIONAL GN SPECIFICATION F T i 'P•P,l II,PH` Job: (4-3612)-- LOT T22 7'4 COMMON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) U M TT Y TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP #2 N UPLIFT LB): 280 410 WEBS 2x4 SP 03 BRG.LOC �FT): 0.71 5.33 :Lt Wedge 2x4 SP 03: 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 1 xxx HANGER MMM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 4551(Jack6 Only) 1 HUS26 + 2751# -12860fOd Ugly MTS12 - -10000 Each) 1 HUS26 - + 3315# -15501 16d 1ply MTT2MTTplyl 8B 4455#(88 ((2 Each) 0 6dil HGUS48 " + 66Api -2000#(16d 2ply CS15O - :46880 Per I HGUS5 5- +18335: -945:I16d 000 2650#06d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 3'8" -�-- 3'8 4X4 m = 1.5X3 111 CU 6 p3X7 2X4 (A 1) ri X4 (A S) 4'3 u10' 1• 1.5X3 Im -m 411 18"8 --{ �--2 7 4" 2- R=390# R=390# W=3"8 R=605# W=3"8 TAG = T37 SCALE68630 PLT, TYP.—ALPINE DESIGN CRIT=TPI OTY i TOTAL = i REV. 17.2m .5000 ALPIM:ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF X I MP O R T A N T X lE SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 12/01/94 n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��1 ' �aaiTC DL 7.0 PSF DATE ^ \\U*VVILU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE ALPINE CONNECTORS ARE MADE OF 2DGA GALV. STEEL MEE7ING ASTM WIRENENTS. UNLESS OTHERWISE INDICATED. TOP — BC DL 10•0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL DE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W -- BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF - TOT.LD. 47.0 PSF 0/A LEN. 7-4-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C 111. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER IO' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RQ �� OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. "--TPI - TRUSS PLATEINSTITUTE. 991 NATIONAL gUIGMSPECIFICATION FOR WOOD CONSTRUCTIONaaaaaUaU �N.NU�' SPACING 24.0" ITYPE c o mn Job: (A-361 i LOT J 7'0—END JACK THIS W PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) MITT Y TRU MF TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 300 200 200 WEBS 2x4 SP 02 N BRG.LOC FT : 0.00 7,00 7.00 , UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED DR FULLY OPEN BUILDING (1991 SBC) REACTION OF 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. ------------------------------------------------""--"""--- WWW UPLIFT WWW WWW HANGER MMM CONTRACTORS WARNING: H5 -455/(Jerk. Only) I HUS26 - + 27510 -12860(10d !ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 I HUS26 33150 15501 16d iply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600 1Od 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -3786012 Each (10d) HHUS48 + 51801 -2000# 162p1y MTT288 -44550(2 Each) 116d)l HGUS48 + 6640f -21990 10d 2plY MST60 4688#(Per 2ply) I HGUS48 + 80000 -26500 16d 2p1Y CS150 1650i(Each) ( HGUS5.5- +113351 -39450 16d 3p1Y) ---------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=212#1 W=1"B 12'6"4 m 0 6 p to 2X4 (At) 4"3 9' �2 7� —� R=526# W=3"B R=73#( W=1"8 TAT = T40 EQ: 685!7 PL . TYP.-ALPINE DESIGN CRIT=TPI QTY 17 TOTAL - 17 REV. 17.2m CALE 0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *I MP O R T AN T X*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND (� `�NTIRRNN TC DL 7.0 PSF DATE 12/01/94 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THII '1% �T��� A FAILURE 70 BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRALPINE CONNECTORS ARE MADE OF 2OGA MY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INOICA - - BC OL 1G ,G PSF ORWG AAA6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITR 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BO77D W BC LL 0•0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 i ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILINE STATE OF - TOT.LD. 4 7,0 PSF 0/A LEN. 7-0"0 CONFORM M/APDL[CABLE PRW)VISIONS OF Nps C TPI. AN ENGI/4:ER'9 ALP;NE TEC1NlCAI UPDATE ;7II/911 Ft)fR 0* YSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A Cc" . O RI Q'� DUR,Fpr, 1 ,33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO TIE TRUSS ERECTION CONTRA ��+�� j ..�" SPACING 24,0* Typ 8 CRC "--tPT • TMAR 01ATF TNSTITUTF. NDS " 1991 NATI9WA F CAT f T �R NI NSR�` Job: (4-3611) LOT J 7'0 END JACK SL THIS DWG_. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS) SUBM TTE Y TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CWEBS RD 2x4 SP f3 N UPLFT BRGILOC (FTT): 200 200 200 : 0.00 5.53 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 EOUAL 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 Nrr ( MNN HANGER N.N CONTRACTORS WARNING: H5 - -4551(Jack$ Only) I HUS26 + 27510 -1286I(fOd 1ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 33150 -1550# 16d 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS,ADVISED DURING MT512 - -2000#(2 Each) I HHUS48 - + 42990 -1660# 10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37861(2 Each) IlOdll HHUS48 - + 51800 -2000f 16d 2ply MTT29B - -4455#(2 Each) (160) HGUS48 - + 6640f -2199f 100 2ply MST60 - -4688f(Per 2ply) I HGUS48 + 8000# -2650f 160 2ply CS150 - -1650f(Each) I HGUS5.5- +11335f -3945f 160 3p Y1 ----------------------------------------------------- -- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=191# W=1"B �• 5 4 -� 12'6"4 6 p m 0 m T 1.0.7 ri 9 5'7"B 1 .5X3 R=264# W=3"8 R=74# W=1"8 PLT. TYP1-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL - 2 REV. 17.2m SCALE6-015000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF *IMPORTANT#1E SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 By TPJ, SEE THIS DESIGN dE TC OL 7•0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH BSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - -ALPINE CONNECTWi$ ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10•O PSF DRWG ARAB GRB EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND LA&ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL0 0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 i IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - TOT.L0. 47•0 PSF 0/A LEN. 5J-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS • OUR,FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIED UPON IM ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 24.0" TYP 8Ck --TP TRU$ AT MST i i $ NAT A S S F ATI N F T T �+�/ 11'o, SPACING Job 4-3611 LOT J END JACK THIS DWG PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) UBMITTE Y TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (LB): 230 200 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 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 (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxW UPLIFT xxx I xxW HANGER Nxx H5 455f(Jacks Only) HUS26 - + 2751/ -12861(10d 1ply) MTS12 - -10001 1 HUS26 - + 33151 -15501(16d 1ply MTS12 - -20001(2 Each) I HFP1S48 - + 42991 -16601 10d 2ply MTT288 - -3786#(2 Each) I10d HHUS48 - + 5180f -20001 16d 2ply) MTT288 - -44551(2 Each) (16d�� HGUS48 - + 6640f -21991 10d 2ply MST60 - -4688f(Per 2ply) II HGUS48 - + 80001 -2650f(16d 2ply) CS150 - -1650f(Each) I HGUS5.5- +113357 -3945#116d 3ply ------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2X2 -�- 6 p -� T 2X4 (A 1) r' 4"3 u9 1.5X3 �--- 2' 3 3 -1 R=389# W=3"8 R=69# W=3" PLT.=TYP?-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL 2 REV. 30.0 17.2m SCALE6-0?5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIPE EXTREME CARE 12/01/94 T C LL 3 0.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION ANO n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI SEE THIS DESIGN TC OL 7.0 PSF DATE 12101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER -- - 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.LD. 47.0 .PSF 0/A LEN. 3-3-0 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 0 RID Q.`� 1 .33 IN ONLY, AND SHALL NOT Of RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ',�� INEE'A`'�•�, OUR.FAC. 0--TPI - T ATINSTITUTE. NAT A iF AT f T T �HN/HHHt�T SPACING 24.0" ITYPE jaCk Job: 4- 11 LOT J 5'0 CORNER JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LBI: 230 200 200 WEBS 2x4 SP #2 N BRG.LOC FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 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) REACTION OF 133.72. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)"Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -----------------""------------------------------------------ MMM UPLIFT MWMI MMiI HANGER MMM CONTRACTORS WARNING: H5 -455#(Jacks Only) I HUS26 + 2751/ -1286#00d 1ply THIS TRUSS I5 DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -1000# 1 HUS25 + 3315# -15500 16d 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 -20000(2 Each) I HHUS48 + 4299# -1660# 10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MT7288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000 16d 2ply1 MTT288 44550(2 Each) (16d) HGUS48 + 66400 -21990 10d 2ply) MST60 -4688#(Per 2ply) 1 HGUS48 + 80000 -26500 16d 2ply) CS150 -1650#(Each) I HGUS5.5" +113350 -39450116d 3ply) -------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 12'6"4 m 0 6 (V -,- 2X4 (A1) 4"3 10' i 2, _�� 5• J R=445# W=3"B R=44# W=1"8 PLTAY SEO: 68586 T. TYP.-ALPINE DESIGN CRIT=TPI QTY = 8 TOTAL = 8 REV, 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOIIIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING, ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN -dhK.. TC. BL / .0 PSF OATE 12/01/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10.0 PSF ORWG ARAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - BC LL 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS�SI6N, POSITION LY ATTACREO PLYWOOD SHEATHING, BOTTOM CHARDCONNECTORS PER pRAWJNGS 130, 150 C i60A-F. DESIGN STANDAap$ WITH PRDPQl.Y ATTACHED 81610 CEILIN6 --SEE TOT.LD. 47•0 PSF 0/A LEN. 5-0-'0 CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER '- SEAL ON THIS DRAWING APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNJSN 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. NIT ;��• SPACING 24.0" T YP 8 C k ■--TP . T AT INSTITUTE. NAT SPECIFICATION F T Job: 4-3611 LOT CORNER JACK THIS OWG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP #2 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 (Fill: 0.00 3.00 3.00 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) REACTION OF 37.26. --------------------------------------------------------------- TYPICAL SIMPSON OR EGUAL 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 NNN I NNW HANGER NNW CONTRACTORS WARNING: H5 - -455#tJacks Only) 1 HUS26 + 2751# -1286#(10d 1plY THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -1000# I HUNG + 33150 -1550#06d 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 -2000#(2 Each) I HHUS48 " + 42990 -1660#(10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 201Y MTT288 -4455#(2 Each) (16d)1 HGUS48 " + 66401 -2199#110d 2ply MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80001 -2650#(16d 2ply CS150 -1650#(Each) I HGUS5.5" +113351 -39450(16d 3plY --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 11'6"4 m 0 6 P;- 2X4 2X4 (A S) 4 3 10, R=384# W=3"8 R=14# W=1"8 PLT. TYP1-ALPINE DESIGN CRIT=TPI OTY 8 TOTAL - 8 REV. 17.2m SCALE688000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CAPE 12/01/94 TC LL 30.0 PSF REF (�2 X I MP O R T A N T j()('SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND 1\\\lVn DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN �T�t'T1I' �� TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` v� F •� O\\\\\Vw ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENT$. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10 .0 PSF DRWG O Au6 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 N BC LL CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LD. 47.0 PSF 0/A LEN. 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER LO RTO' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEC^- SPACING 24.0" TYPJack --TP . TRUSS ATINSTITUTE. 99 NA SPECIFICATION FORCONSTRUCT T TI NN�TTT`` Job: (4-3611) LOT J V3 CDR JACK THIS DWG. PREPARED FROM COMPUTER INPUT ILOAQS 6 DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP /2 N MWWARNINGMM AN UPLIFT REACTION OF -150/ OCCURED ON A BOT CHORD 2x4 SP /2 N NON-MIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REOUIREO. WEBS 2x4 SP 02 N ' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED: UPLIFT ILBJJ: 290 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.25 1.25 REACTION OF 0.00. i 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 EOUAL 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 WWM UPLIFT MMM I MMM HANGER MMM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455/(Jacks Only) I HUS26 2751/ -1286000d )ply MTS12 - -1000/ I HUS26 - + 33150 -15501(16d (ply MTS12 - -20001(2 Each) I HHUS48 - + 42991 -16601 10d 2ply MTT28B - -3786112 Each) (10d)1 HHUS48 - + 51801 -20001 16d 2ply MTT288 - -44551(2 Each) (16d)l HGUS48 - + 66401 -21991 10d 2ply MST60 - -4688/(Per 2ply) I HGUS48 - + 80001 -2650/ 16d 2ply CS150 - -16500(Each) I HGUS5.5- +113350 -3----116d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 � 19'7"12 T 2X4 (A1) 11'11 4'3 9' �--2 1 ,3,. R=441# W=3"8 PL7. TTAYP. -ALPINE DESIGN CRIT-TPI QTY i TOTAL 1 REV. 17.2m SCALE6-085000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF I MPORT ANT x*SHALL NO' BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN -CME � f, TC OL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -ALPINE CONNECTORS ARE MADE OF 200A DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10.0 PSF ORWG AAAS GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - BC LL 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM C40ROCONNECTORS PER DRAWINGS 130. ISO i 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - TOT,LD. 47•0 PSF 0/A LEN. 1-3-'0 CONFORM M/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER :SEAL ON THIS DRAWING APPLIES Tp THE COMPONENT DEPICTED HERE ORYWKL APPLlCATigI. FUIWjSN A COPY OF THIS � 1 .33 [N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. `, SPACING 24.0" ack Y--TP • T S AT I TI1 TE NOS • 991 NATIONAL S GN C FICATION F M NSi T N ''������.�T`` TYPE Job: 4-3611 OT J CORNER JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS)_SUBMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP 02 N NMWARNINGMM AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP 12 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REOUIREO. WEBS 2x4 SP #2 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. 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 MMN UPLIFT NNM I MMM HANGER MMN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 455#(Jack5 Only) I HUS26 + 2751# -12860(10d 1ply MTS12 -10000 I!! HUS26 + 3315# -1550# 16d 1ply MTS12 - -2000#12 Each HHUS48 + 42990 -166001100 2ply MTT28B - -37660 2 Each (SOd) HHUS48 - + 51800 -20000(16d 2ply, MTT288 - -44551(2 Each) (164)1 HGUS48 - + 6640# -21990(104 2ply MST60 - -46881(Per 2ply) I HGUS48 - + 80000 -26500 16d 2ply CS150 1650#(Each) I HGUS5.5- +113350 -39450116d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 10*6'4 T 2X4 (A 0 10 3 4.3 10' y �-—2 ----� 1 -� R=505# W=3"8 R=-228#-80#"8=1"8 TAG = T52 SFO: 68g90 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 8 TOTAL 8 REV. 17.2m S ALE =0 5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF *I M PO R T A N T H N SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN '1% 10 ' TC OL 7.0 PSF DATE 12101194 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 OL 1 0•0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF RAG M CONNECTORS PER DRAWINGS 130. 150 c 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF - TOT.LD. 47.0 P$F 0/A LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91! FOR PROPER 0 RSDS p'1 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS .G?'�� OUR,FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, ,•�� jA(EEn'T��� SPACING 24.0• a c k •--TP . TRUSSAl INSTITUTE. NOS . 99 NATIONAL DESIGN SPECIFICATION F CONSTRUCTION '11111110, TYPE J o b: 4- 6 11 LOT J HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT JLOADS 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 (LB1: 340 200 WEBS 2x4 SP 03 BRG.LOC FT • 0.00 4.35 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) SETBACK, CORNER JACKS HAVE NO WEBS. TYPICAL SIMPSON OR EOUAL 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 MMM I www HANGER www H5 455#(Jacks Only) I HUS26 - + 27510 -12B6#(lOd 1ply) MTS12 - -1000# I HUS26 - + 33150 -1550#06d 1ply MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(10d 2ply MTT288 - -3786#(2 Each (10d)I HHUS48 - + 51801 -2000#(16d 2ply MTT289 - -4455#(2 Each) (16d)I HGUS48 - + 66401 -21991(10d 20 y) MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -2650#(160 2Ply) I CS150 - -1650#(Each) HGUS5,5- +113350 -3945#(160 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 137# - 7,5"2 2x2 T 4.24 C7.,- 2X4 2X4 (A I) n -1 4"3 u 9' 1.5X3 --2'9" 15 •�-� 4 '7"2 4 '7"2 R=453# W=4" 15 R=90# W=3" PLT. TYPB-ALPINE DESIGN CRIT=TPI QTY = i TOTAL - 1 REV. 17.2m SCKE6-085000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT*(SHALL NOT BE RESPONSIOLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN ��T% U e .�' TC DL 7 .0 PSF DATE 12/01/94 ^ \\U�wIvIIU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG RAG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 0 w BC LL •0 PSF CONNECTORS PER DRAWINGS 130. ISO c 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - TOT.LO. 47•O PSF 0/A LEN. 4-7-2 U CONFORM M/APPLICASLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (0 RUQ► r 1 .33 SEAL ON TH15 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F• Q �� DUR.FAC. IN OILY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. '��� I►+/Et^' ISPACING SEE ABOVE TYP Jack ­TPI " T ATINSTITUTE, 9 NATIONAL N SPECIFICATION F CONSTRUCTION ISI II 1 �1IA`,` Job: 4-3611 LOT J 7'0 HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP 02 N UPLIFT (LB1: 510 210 200 WEBS 2x4 SP #3 BAG.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. --------------------------------------------------------------- NNM UPLIFT Nxx I MNN HANGER NMN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12B5#(iOd )ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# i HUS26 - + 33150 -1550#116d 1ply MTS12 - -20000(2 Each) 1 HHUS48 - + 42990 -16600(10d 2ply CONTRACTORS WARNING: MTT28B - -3786112 Each (SOO)I HHUS48 - + 51800 -20000((16d 2ply)) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B 4455/(2 Each (16d)I HGUS48 - + 66400 -21991(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HGUS48 - + 80000#3-26500(16d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 1650 REFERENCE HOLMESEch)LUMBER DETAIILHSHEETSFORIUPLI IHAFJG- D450 ETAILS 127# m �- 12' 10"4 -� 12'6`8 m 1 .5X3 0 4.24 p m T 2X4 (A1) 4"3 9' �---2'9" 15 - •�- 9 10"13 - ---4'2" 15 -- 5'9 6 R=563# W=4" 15 - 123# R=285# W=i"8 PLT. TYP3-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL 4 REV. 17.2m SCA�E68095000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 T C LL 30.0 PSF REF *IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN MANGLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN X1''11%JS'1 ����i TC DL 7.0 PSF DATE 12/01/94 �1 \\UvwIL\v FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` XX ALPINE CONNECTORS ARE MADE OF 2pGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10.0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N 5606 BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47.0 PSF 0/A LEN. 9-10-13 1 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' p`� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RIO Q'` OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��� DVEE�'1�1' N--TP . T SPACING SEE ABOVE T YP 8 C K PLAT INSTITUTE. 1 NATIONAL GN SPECIFICATION FOR TT HI/ If IHS Job: 4-3611 LOT J 7'0 TRAY HIP 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 CHORO 2x4 SP 02 N UPLIFT ((LB): 440 240 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED " 100.00 NPH. MEAN HEIGHT " 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 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. --------------------------------------------------------------- MMM UPLIFT WWW I WWW HANGER WWW CONTRACTORS WARNING: H5 -455#(Jacks Only) I HUS26 + 2751# -12860(SOd 1ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -10000 1 HUS26 + 33150 -15500(16d 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS•ADVISEO DURING MTS12 -20000(2 Each) I HHUS48 + 42991 -166OO(IOd 2ply1 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -37860(2 Each) (10411 HHUS48 - + 51800 -20000116d 2ply) MTT28B -44550(2 Each) (16d) HGUS48 + 66400 -21991(10d 2ply MST60 -46880(Per 2ply) 1 HGUS48 - + 800011335# -2650#116d 2ply CS150 -1650#(Each) HGUS5.5" + 0 -39450(16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=375# W=i"8 2X3 11'6"8 m 1.5X3 (L 4.24 C;;,- 2X4 2X4 (A1) r, 4"3 2.12 4X6(R) ---2'9" 15 6'0" 13 3' 10" -� 9' 10" 13 R=731# W=4"15 R=38# W=1"8 TAG = T47 SEO: 6887 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL i REV. 17.2m SCALE •0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE €XTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANTNN SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n 1 \ DEVIATION FROM THIS DESIGN OR THESE SPECIFjLATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN `11'1""�"I TC DL 7.0 PSF DATE 12101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , �US 'ice ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIPEMENT$. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10.0 PSF ORWG O AAAS GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY ORACEO WITH PROPER 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTAC14ED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE TOT.LD. 47 .0 PSF 0/A LEN. 9-10-13 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER L 0 RIO PLT' SEAL ON THIS DRAWING APIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'�� DUR.FAC. 1 .33 ON IN ONLY, AND SHALL NOT BE RELIED UPIN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' INEE'a`' "--TPI • TRUSS PLATE 1 TITUT NOS - 1991 NATIONAL SIGN C F AT ON F T T ��N.N .I.N.\� SPACING 2 4.0" T YP spec Job: 4-3611 LOT J 1 '0 TRAY CDR JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENS ONS SUBM TT D Y TRUSS MFR. TOP CHORD 2x4 SP 12 N MMWARNINGMM AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP f2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N ' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 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 5301 AT HIGH END OF BOTTOM CHORD TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) PREVENT SLIDING. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL 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 MMM 1 MMM HANGER MMM CONTRACTORS WARNING: H5 4550(Jacks Only) HUS26 27510 12860(10d 1ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 I HUS26 - + 33151 -15500(160 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786012 Each) (fOd)I HHUS48 - + 51800 -2000/(16d 2ply MTT28B 445501`2 Each) 16d)I HGUS48 - + 66400 -21991((10d 2ply I MST60 46880IPBr 2ply) HGUS48 - + 80000 -26501116d 2ply CS150 - -1650/ Each) HGUS5,5- +113350 -3945. 16d 3plY --- - ------------------------------------ - -----^---------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p2X4 (AS) T 8'6'4 T 8 :2-2 4'3 .i a 3 R=505# W=3"8 R=-228#-80#"6=1"8 PLGG EEO: 68576 7. TYP6- ALPINE DESIGN CRIT=TPI OTY 2 TOTAL 2 REV. 17.2m SCALE 0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOU.AE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN C.' n NN - TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST99 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASIM OUIREMEN7S. UNLESS OTHERWISE INDICATED, TOP - - BC OL 1 0•0 PSF DRWG AAA6 GR 8 EXCEPT Ag NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 8AACEO WITH PROPER - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL O•0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L0. 4 7.0 PSF 0/A LEN• 1'0—0 ' CONFORM M/APPL[CABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERV Z, SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNIS � OUR.FAC, 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE THUS!ERECTION CONTRACTOR.011. �� SPACING 24.0- TYPE a c k --TP • T AT NST i T . i NATI A SPECIFICATION F I T ,''fl Ni�f N�7 Job: 4-3611 LOT J TRAY CDR JACK THIS DW . 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 ILB): 270 200 200 WEBS 2x4 SP 02 N BRG.LOC FT : 0.00 3.00 3.00 UPLIFT BASED ON 10.00'PSF TOTAL DEAD LOAD. 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 37.23. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS PROVIDE CONNECTION FOR 5300 AT HIGH ENO OF BOTTOM CHORD TO (+)-Gravity (-)-Uplift PREVENT SLIDING. --------------------------------------------------------------- WWW UPLIFT 111111 I WMW HANGER WMW A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -4550(Jacks Only) 1 HUS26 - + 27510 -128fi0(fOd !ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 -1000/ I HUS26 + 3315 -15500015d !ply MTS12 -2000012 Each)) I HHUS48 + 4299/ -16600110d 2pIy CONTRACTORS WARNING: MTT288 - -37860(2 Each) (10d) HHUS48 + 51801 -20000(16d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each) (16d)� HGUS48 + 66400 -2199=110d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -46880(Per 2ply) i HGUS48 + 80000 -26500 16tl 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650/(Each) i HGUS5.5= +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 6"4 p 2X4(A 1) 4 3 8 2 �- 8' a 3 f 2 —� —3 R=384# W=3"8 R=14# W=1"8 TAG = T45 SED: 68574 PLT, TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIIE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF 1(I M P O R T A N T''()(SHALL NOT BE RESPONSIBLE FOR ANYARN I NG IN HANDLING, ERECTION AND t DEVIATION OF /N SPECIFICATIONS. BRACING. HID-91 BY TPI. SEE THIS DESIGN `V TC DL O PSF DATE 12101194 ILURETOBUILD THE TRUSS COFORMANCEWITH Se BY TPI. FORADDITONALSPECIAL PERMANENTBRACNGG RE Uv ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF ORWG O� A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH TACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 s — TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 G ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47 .O PSF 0/A LEN. 3-O O 4 CONFORM M/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER �O R10� P: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY GF THIS / �. Q'� DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. OESIGM TO THE TRUSS ERECTION CONTRACTOR. ��� INEEA`'�.� "--TP " TRUSs ATE NST TUT NDS . 1 NATIONA F AT F T T ,,,11� SPACING 24.0" TV9) a c k Job: 4-3 11 LOT J 5'0 TRAY COR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 290 200 200 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 5.00 5.00 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 170.38. ------ TYPICAL-SIMPSON-OR-EQUAL-UPLIFT/HANGER REOUIREMENTS------ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+).Gravity (-)'Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NWW UPLIFT WWW i WMW HANGER NMM CONTRACTORS WARNING: HS 4550(JaCks Only) I HUS26 + 27511 -I 561((10d 1p1y) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 -10001 I HUS26 " + 3315/ -15501(160 1ply AT SPECIFIC LOCATIONS, PARTICULAR CARE IS ADVISED DURING MTS12 -20000(2 Each) I HHUS48 + 42991 -1660#(10d 2p1Y INSTALLATION TO ENSURE THAT THIS TRUSS IS'ERECTED PROPERLY. MTT288 - -3786#12 Each) (10d)l HHUS48 + 51801 -20001(16d 2ply MTT288 -44550(2 Each (16d) HGUS48 + 66400 -2199i1110d 2ply MST60 - -4688tiPer 2ply) 1 HGUS48 - + 80001 -2650#116d 20ly CS150 -16506 Each) I HGUS5.5" +113351 -3945#[110d 3ply ---------------------------------------- ------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=170# W=1"8 1.5X3 10'6"4 m 0 r-I 6 C;;- 2X4 (Al) ;;-2X4 (Ai) 4 3 a 3 � 8 4X5 (R) 1 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 REGUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF t )(IMP0RTANT�(*SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI6-91 BY TPI. SEE THIS DESIGN ��t% ' T� TC DL 7 •0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTa9 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - - ALPINE CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG F� A446 GR 6 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 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, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47.0 PSF 0/A LEN. 5-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS i TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR" G 0 RIOT P SEAL ON THIS DRAWING APPLIES TD THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q �� OUR.FAC. 1 .33 IN ONLY, ARID SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO TNF TRUSS ERECTION CONTRACTOR. iV 1111EE� spec •--TP AT NST / T 1 NATIONAL N SPECIFICATION f T T SPACING 24.0" T YP Job: 4- 11 LOT J 7*0 TRAY END JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) _SUBMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 310 200 200 WEBS 2x4 SP 03 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 257.46. --------------------------------------------------- ------------ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)"Gravity H-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- WWW UPLIFT WWW I MMM HANGER WWW CONTRACTORS WARNING: H5 - -455#(Jack5 Only) I HUS26 + 2751f -1286#(30d1PIy THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 + 3315/ -1550f(16d !ply AT SPECIFIC LOCATIONS, PARTICULAR CARE IS,AOVISEO DURING MTS12 - -20000(2 Each) I HHUS48 + 42990 -16601(10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 " -3786f`2 Each (fOd)J HHUS48 + 51800 -20000(16d 2ply MTT2288 " -44550(2 Each) (16d)l HGUS48 - + 66400 -21990006 20y) MST60 " -4688f(Per 2ply) I HGUS48 + 80001 -2650f(16d 2ply? CS150 - -1650f(Each) I HGUS5.5" +11335/ -3945f 16d 3ply11) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=257# W=1"8 11'6"4 th 1 .5X3 0 N 6 p;- 2X4 (Al)2X4 (A1) + L d 3 4X5 (R) �---2 -T- 43°8 --�-—2'8 8 --� �-- 7. R=526# W=3"8 R=27# W=1"8 TAG = T43 0: 68570 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - 4 TOTAL 4 REV. 17.2m ALE 0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN .Y1 �� T C DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY 7PI. FOR AW17IONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ BC DL 10.0 PSF ORWG A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF RAG _y CONNECTORS PER DRAWINGS 130. 150 C IBCA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF z TOT.L D. 47.0 PSF 0/A LEN. 7-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER (0 D Y' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT OEPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS RIQ �� OUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' 11'TE *�` "--TPI " TRUS PLAT T T T NDS " NAT A S F C i0R C i T /,•N.1 ...I,,, SPACING 24 0" ITYPE spec 50.00' s89'26'00"w t N . N N A i L PATI❑ 23`8'X12' 12.50 0.50 a a� 37.00 o ? ' x F- 0 O LL \. p LL 4C � A W w 3708C7 2 CAR GAR. ~ FF.F.EEEV,=tn a 14.4 W w V) 11.00' 11.00' �- n89.26'00"e n89'26'00"e v 11.50 Z 3 Q O 4 w aLL o o c 17.00 co o tO N 1.50 w _ 00 J.E. - JMAC. E w �. 10'x 10' 50.00' o QR�VD Y s89'26'722, (12.t)Cl"OF N' pQ IN oEACE Q pLANj4ING AUG 151995 s ® LAIR U z LINKSIDE COURT N .