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Permit 1677 N Linkside Ct (vault folder) r*40000' ---Junction Bax 46'BEEP POOL lex3zr 3V DEEP a 7 t 10 in. 5 DEEP Spa 3'Deep 0 3�i BEACH 7 c a EXISTING DECK � rn RESIDENCE Pool-DecK----� 30 I 6"Concrete Floor #3 Bars 12" o.c. Each Way Hydro-Static PooL Data MM 1-67 Release Valve v0 Tum Lon4itudinal Section ,pOver N.T.S. Pool-DecK 3.5"cont. deck(rea rock) i _ _ __-- with Kool-Deck Finish-` 2500psi #3 Bars @ 12" o.c. g" Each Way r/_� o 'er ;s€=,'�`°. f, 6 X 6 Ceramic Tile } =i111=.•:,_!_'#;' Hydro-Static #3 Steel =1ii i� •I•. `� Release Valve is j ;'_.` Ta Cross Section Pool Finished with aggregate. e� N.T.S, ed r ate. �•_�_�: 6.. Wall Sectil N.T.S. MAP SNOWING BOUNDARY SURVEY OF LOT BLOCK _�_ ....___. AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK PAGES O- OF THE CURRENT PUBLIC RECORDS OF DUVAL CO.. FIA. � FOR. 461VWx �OtilES CCJ�PA7RAr/ok - NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. 00YAnaMl Aft smdm0v rays:(1445- )-sAvo,._t4q ro MOrOeA0Z 6iaDfrre v6Rrdcsc A4 svN ur/!t! _.._ ,oARr or-SECT/oN /7. rowNsglo l You&./, RANGE 29EA57 h � .. yr .., N 49 U'96!Gb"E - 09.00 _ N 7 3 b'`DOLwr. Rr@ C qy�P h? > a Its �9 a oc ` a sww.o.at a Ma' � W 0 ISL Ju C 4Qv O i Cs ,• s.sra�r sruoco _ IV89"&:000 �� Aiv►swne�. a• ..rte.. 1� p b �: lu o It Itx � � Q IJ•�. b.l' ' Awl a 04� 6'�osv�itai c�ctn' ,.�• . �:, P � 0 a _ 6 5 kc ADDRESS BUILDING PERMIT NUMBER!2� INSPECTIONS: FOOTING UNDER SLAB PLUMBING !�-S SLAB -1 f FRAMING COVER-UP -5-- - _ny INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL y ----- MECHANICAL PERMIT # ti �A V csx" . s--- PLUMBING PERMIT # NOTES: 'F PSR-0844 , DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH 'PERM i T I NFOR,MATI ON - - - L,OCAT ION I NFORKAT ION, ermit Number. 1679E Aildress°: x.+677 , LI,INK$iDt COURT..NORM, peirmit T e:LLECTRICAL ATLANTIC BRACH : FL.ORzDA 32-233 1 ss of Work;POOL --�._ � LZ0AL DZ8CRIf2'1ON - I Constr .. Type.-WOOD FRAME R1 racer.. Lot: Twp: P dpa ed Use z 3INOL,E PAM,I LY Sect *h D : ."sub 8ubfsBLA�'Dwe111ngs. RSIDE Valu e:" 4 .D+ Imprctr. cost: toti 1 Fees c., 35.00 ."Amoun R a ` 5 00 1 " Dste 'a. 998 tick Desc RE D I C3 POOL I AO LrCA dam`^ .Y �+ '1' ,� f� t t✓` ' .'k,-0M. „ .� tl n 35 f3E lit ' woiT� `LO DA 32 _ " sa� tW � , ON TO qI RM TION ... : .LP �CTR ' .CSE ddr.a,_ ,O... Box , . At SONV �} FLORIDA 32241 . x f PT, 1 NOTICE--INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS,PRIOR TO-INSRECTIQN I MATERIAL,RUBBISH AIV© DEBRIS FROM THIS WORK MUST NOT BE PLACED 1N PUB4:1C SPACE,ANl3.Mt)ST BE LAR AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER v i CY WITH THS ItN Ia �IIV.CACI;# 51# ,'F" !V EFI PAYING "�"�Af�� � P �UIt�Q�NG Avy a il5'i AGCOEiQiNG T±p'A1 PR :; „"D PLANS'4A/H ICH /IRE PART OF j;kj ":F ERM# VIt - MON'Of A4>F'LIGAIst E PR� 1510 OF l AW. X48Owsn'I !=y :+ PCH SUILD x w _ CITY OF ATLANTIC EACH, FLORIDA - - !APln o—d by -_-- - _-__---_._- APPLICATION FOR ELECTRICAL. PERMIT TU 111E CIIIEF EI EC1111CAL INSPEC1011: DATE:_ ,. / IMP011 1 AN I NU 1 ICE: 1N CONSIDFRA I ION OF PERMIT GIVEN TOIT DOING 11IE WORK AS DESCRIBED IN 1 IIF TOLL OWING, WE HEREBY AGREE 10 {'FRTORM SAID WORK IN ACCORDANCE WIIII 111E AT TACITED PLANS AND SI'ECIF{0Ai{UtTS7 WIII(Al ARE A PART IIFREOF, AND IN ACCORDANCE WITH 111E FLECIRICAL REGULATIONS, CODES AND CITY OF ATLANTIC I3EACII ORDINANCES. c 0,30 z ELECTRICAL F1TTM: MASTER_LECIRICIAN SIGNATUIIE � 1s 'Der M - 7?N � l�"y`" f � �__ �—RFU BLDG. SIZE -- RES. ( 1 APT. ( I comm. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( 1 OLD ( ) IIEW. ( 1 AUDITION ( I I11AILER ( 1 TEMP. ( 1 SIGNS ( 1 ____.___._________ SO. FT. SEIIVICE: NEW 1 1 INCREASE 1 1 REPAlll ( 1 FEE CONDUCT-011SIZE--- - ------ - AMPS GOPI'E11 -- ALUM, SWITCII OIT BHEAKEIT_--- ----- __-- AMT'S -f'll _W -_ _ VOLj - _- - IIA1C[W/1Y EXIST.SERV,SIZE AMPS PIT W VOLT IIACEWAY FEEDEFIS NO. SIZE (NU. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN 1UTAl_ IIECEPTACLES CONCEALED OPEN TOTAL 0 90 AMPS 71 1U0.nld l`6: SW ICHE3 _ INCA14DESCENT FLUORESCENT & M. V. FIXE[ o too nHrs. ovin Aryl IAttCE9 - I BELL I IIANSF. - A111 ILC. TIMING H.P. 11AIING CONDITIONING COMP, MOOR OIIIEII MOTORS AMPS CEIL HEAT: KW IIFAI Q-1 OVER MO T011s N.P. VOLTAGE PIIS NO. 1 II•P. VOLTAGE PIIS MISCELLANEOUS __ _ FLA. 1967 LAWS hAMCO FORM 409 Fs 7 1 9.1 3 5 MW RETURN(o (. N xrttr�' )HONE aqV IPPEPAAE IN UUPLICNZ;o IK 8984 ^I9 210 t`Ilo fUllont i# mug toltcent: F The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. ( , t Description of property--... . ........' ". .....1.I....1..........`.......v.N .........................................................................................I....................... ... .....O A. I {//1�s� ........... ............................................................................ ................................. . ................................................................................................................................................................................................................................................ General description of Improvements•• •' ..OV/....................................................................... ...........................I............................................................. ................................................................................................................................... i � Dfftdc WIS Owner.....................*Mj......................................... ............................................ Address........................AP3.1.................. ..... �e....................................................................................................... ................ ` Owner's interest in site of the improvement......................................................................:.......................................................:.................... Fee Simple Title holder (if other than owner) Name................:...........................................�..............I.......... .............. ...................... . ........ ......I. .. ... ... Address.. ................................................................ ....................................................................... Z Contractor................. .. � ....... ..=1V........................................ Address................. .�. ......... ...... �U /C....&AW.f ..Ft- 3...12 ............................a................ Surety (if any)............................................................................................................................ ..............................................................I................. Address...................................................................................................................................................Amount of bond $.......................I.......... Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name............ ...........................................................................................................................................................: .................................................. Address....................................................................................................................................................... ..... ..:........................ ...... . .. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill In at Owner's option). Name........................................................................................... ................................................................................................................................... Address............. .....................................................I............ ......:,........................:...................::..................................................................... THIS SPACE FOR RECORDER'S USE ONLY 16710 5 DEPARTMENT OF SUILDINOI CITY OF ATLANTIC 61:AC,H j a T T I N.POPMAT I ON LOCATION I NFOMAiT ION, . � 'Nmber o .: 61 Address:. 167 LINKSIDB CODRfi.NCR 'N " ''� I-Mf Na POOL ATLA.NT IC BIP CH, FLORIDA 3 :*.:,WOOD FRAME ' Block* Lot: Twp� � a ? iaa L� BIi3LE PAMILY Section, t ub4: Rng# 0 R W10-1.1 i s; 0 ubdivi ions SET VA I+2NKSIDE, 1 ` t a .CD Ztna ? Cast 24 ,494`.00 Tota Pets;Amount 30,00 30-0�? } APPLICATION PEES, �x CIIOLS17• 30.00 , dd r M7 T � 0 CURTPOP + ,r # nx� LTX � tz ,. w ,f.,, " `sem z� h.. ,. S TM 1 -me: SURF. DI �I $ .. IIIc JACKSONVIUlu z it o NOTES: ;, i F T 7 Yy 3" gyp, . , •',. "'..Mrf '�i.. i l s, NOTICE--INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION a 6 7 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOTE PLACED IN PUBLIC SPACE,ANL?MdST BE CLEARED UPAND-HAULED AWAY BY EITHER CONTRACTOR OR OWNER FAILURE TO COMPLY W-ITH THE MECHANICS' L LEN L.A. -CANT RESULT IN " "HE PROPERTY OWNER PALING TWICE �Q!R 6 L LING 1£t�tPROVE fEIU�"S " 16WED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT'AND SU$JECT TO,.flEV. t 1�1 ?t AVON OF APPLICABLE PROVtS1ONS OF LAW. �1 , 14T"IBEACH B{1 DfN EPAR.TMENT 4 _ By: >. CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT Job Address__ 1C -77 L I,vk(Id P f // � Lot # / Block # '� Subdivision_se fvv b^ Owner Higefold t bl'o n e 1:F1.S Address Contractor T Address J�� 1FACO 'V vq R " L 2 o # License Number D ,q() valuation $ �-/ Gallons SITE PLAN front Fl- a �� 7�RG�1eU aRECEIVED, (D ,1i.1S 2 2 1998 City of Atlantic Beach Building and Zoning rear Signature Owner - Date Si ure Con actorc� f_a& Datey � I :.. ,,Via• • o f l //����//� �� ��,.__ /�CITY OF 4&aa C Beat l-1" Office of Building Official / REQUEST FOR INSPE 1 ( ` Date___.� o Permit No, , { 1 0 Time K% Received _�..___._ P.M. ,lob Address Locality Owner's 4_ Name __ .`!CA 'sContractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing - Footing Rough Wiring Rough Air Cond.& Re Roofing Slab Temp Pole = Top Out = Heating insulation {{� Lintel Final a Sewer =_ Fire Place u �VAY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday_—------_....... -7— A.M. Inspection Made .__ P.M. Inspector___... —.---- Final Inspection Certificate of Occupancy C Date CITY OF 4&4Adw' B" Office of Building Off' ial REQUEST FOR INSPE TI Permit No. Time A.M. Received Rmdl, AL A J.......... Job Addres Locality Owner's 2 Name -c� —Contract BUILDING CONCRETE CTRICA{I P BING MECHANICAL Framing Footing 71 Rough Wiring Rough Air Cond.& Cr Re Roofing Slab E Top Out Contract Heating Insulation Lintel C Final E Sewer Fire Place E Pre Fab READY FOR INSPECTION Man. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. inspector Final Inspection El Certificate of Occupancy 0 CJ Date —,- CITY OF r�dlaatl4; �'tae�(c — �Gnlda M SEMINOLE ROAD ATLANTIC BEACH,FLORMA 32233-5445 TELEPHONE(904)247-SM FAX(901)247.503 NOTICE TO: Nater Department FROM: Building Department DATE: 6, - j 3 - '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 1/y ILI Sincerelt, Building Department t Tatt-ficatt of Mrrupanq Mtv of AtIontic +u=4 — Floriba Department of Nuilbing Inopertion 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 S i i .i c F a i:a l ly kt,,side`t`=t, Bldg. Permit No. 9,13 9 1 Group WZa;lc✓1 Type Construction S tt l Fire District -A- Owner of Real Estate AddressFT A Ei,ri 1+ Beach, =cam L—, z. z F3 o-".# E K t� Y.?«.G7� rr it ant,:C Beach, F T 3.- 2 d.. BuildiBg Address ` ' Locality 1' B J 1Nx C FORS Building Official Date: i POST IN A CONSPICUOUS PLACE Ci T Y OF / x. Office of Building Official REQUEST FOR INSPECTION Date_ �'_�L—._ Permit No. Time ��� A.M. Received !_._ P.M. ocalit_ --- Owner's ( ?/L– Name _- _Contractor BUILDING CONCRETE ELECl'RiCAL PLUMSING tAECALHANlC ng Footing Rough Wiring Re Roofing Slab t Temp Pole Top Out Heating Insulation Lintel i Final Sewer Fire Place Pre Fab READY" FOR INSPECTION A.M. Mon. Tues ) Wed. Thurs. Friday Inspection Made ^tor Final Ins act -- Certi.icate of O cupanc Uate MAP SHOWING BOUNDARY SURVEY OF LO Ti BLOCK AS SHOWN ON MAP OF elAll r de AS CED N 'L,4 SO-QKPAGS OF THE CUPPENT PUBLIC RECORDS OF DUVAL Cts., FLA. FOR HiPPRON ARE BASED ON THE ASOVE MENTI NLD PLAT. _�"r/.I ;I�m Crr 192 0,4 .Mi L V A' Lu q lb/ Mot 0,4' tE.yA I IrO;VY-574,ICCV t-57' -177 0' till ul < lea Xc; \K 11 G i � A . , " °,i�, .- • 0#iicia6 O# #icy � of guirrir�9 9ec,1ON No r perm --�� �pM �a1e /� Loca �— �ecei,r_- h1�CH�'N1CA1- r(� _ Wl a -- Ad` Gcnirac pLUM�tNG _ Rir ; � �L�CT iiC'�1 Baugh Feetp ace - owner'= �T h vVirin9 Top out pre Fab ane - OONCR Re" rite _ SeWer iNr Temp P.M p Footing j 1wa, LnteV `g{FAQY FOR WSFtCN Thurs Friday J nsuVai'or Vvedj R,N�. Tues / +5 eclion �2 -_-�f Fina4 Vcat GcuPancY —� Cartiticate of C n N,�,E - -- �e InsPecio � D CITY OF Office of Building Official r REQUEST FOR INSPECTION Date / Permit No. �"` / Time l/ Received RM. 07'7 Job Address Localit Owner's �\4L� Name Contractor BUILDING CONCRETE ELECTRICAL PLUM MECHANICAL Framing ❑ Footing Rough Wiring Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole — Top Out ❑ Heating Insulation ❑ Lintel ❑ Final _ Sewer �-- Fire Place READY FOR INSPECTION , Pre Fab Mon. Tues. Wed. Thurs. Friday p Z F-7 — ` A.M. Ins ection Made O 7„t P.M. Inspector nal Inspection ❑ Certificate of Occupancy [_ Date CITY Or Office of Building Official REQUEST FOR INSPECTION Date ' Permit No. Time U Received ,.w PM Job Address locality Owner's Name r Contractor q m BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring g Air Cond.& E Re Roofing E Slab G Temp Pole = Top Out �l Heating Fire Place C Insulation lintel Final __ Sewer W R-fi"i•�2, Pre Fab READ R INSPECTION � "''•,. M A.M. Mon. Tues. Wed. yrs. I Friday P.M. Inspection Made Inspector -_ Final Inspection G Certificate of Occupancy Date _-_--- --_ _ NOTICE OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE C THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted .4 T -X $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, ilder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Mpnday through Friday. BLDG t 3`a ,alQ9tttF //' dnoo0 10 au! L'''' a „etns.t uot} Vy �3NN WwA t z�Q1��1�`iCl i�Pti� a od�,ya} a0100 �i� t`U nab , Yt %0 1- "Zo"�aC aos\d eaH '1c� gad til � anta. t, yo'F ,rye sr1alhM � e DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: 1 ------ ------------------------------------------------- ------ ' ---------_--------------------------------------- Enclosed _ -----------------------------------Enclosed are the blue copies of the permits. SINCERELY, J BUILDING INSPECTION DIVISION cc: FILE 1 1 i 1 aP�'�u°rtioadsui uot% _ o a��ot}i1aa� �cuedncc0�cadsut t�u13 --�''�� :,ari uot,t ;fid ;�'�i paha ,yop�lnsut oot3 ani 5u':4 ,40%iol SPii 2i ,�ti4iQ�t1l8 atoll�. s n0 aaumo P gLaa H s sPP �� *� Pao ,�H rjplt��in o�pea,'c� ;--�_ i r 1 r 0 CITY OF L( Office of Building Official ti, Gj6, .a REQUEST FOR [NsPc Ic c /4 0 3 g. " Date _.._._.. Permit No!O. _ Time A.M. Received t !. P.M. r 7- ! 7 L/414 Job Address Locality Owner's HamaantraetorC 8MECHANIC� II.DING CONCRETE EIECTIICA I Footing Rough Wiring Rough Air Cond.& oo in Slab ' Temp Pole Top Out Heating Insulation Lintel C� Final Sewer a Fire Place E Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. ! Friday A.M y� Inspection Made ` J { y Final Inspection Certificate of Occupancy I Date OF ADDITIONS or CORRECTIONS , D• • -REMOVE JOB ADDRESS DATE SiL Qt HIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted, $15.00 REINSPECT FEE r It is unlawful for any Carpenter, Coctor, Builder, or other persons, to cover or cause to becove " red, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. s fi if Ct all 044 Fptepab G �hUss. T G�tik�\N stab � ,. eettoa Spey a-e ,�ti°�' F'tiaat 1a P °t oc" T��eS - - Getti�ti°a�0 c� ;ril �\ n/CITY�� O//F Office of Building Official EQUEST FOR INSPECTION Date v-✓ Permit No. Time tM. Received `' f P.M. t Job Add re Locality Owner's Name Contractor BUILDING C NCRETE�} ELECTRICAL PLUMBING MECHANICAL Framing Footing El Rough Wiring C' Rough a 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. A.M. lnspectior, Made _ �.S —�-- na!Inspection C i nspector� --- certificate of Occupancy Date W, s OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted �✓ �� A4--_22 �OIiTir�S $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG CITY OF 11 elf C11- Office of Building Official REQUEST FOR INSPECT(ON /003g(: � Date _ Permit No. Time A.M. Received -77 - Job Address Locality Owner's Name �- YW _ Contractor esU{LDitdG CONCRETE � T ICA iBING tAEG`titlT ammg noting Rough Winrc oug _ nd.� Re Roofing Slab Temp Pole - Top Out c:-�ing Insulation Lintel Final Sewer _ Fire Piace Pre Fab READY FOR INSPECTION A.M. Mon. ues Wed. Thurs. Friday)— _HM — A.M. Inspection,Made _ P.M. :specter_ Final Inspection - Certificate of Occupancy L Date _ _^ TRANSMITTAL D0CM9NT FOR JEA DATE: S' 3- g The following permits have passed "rough" inspection: Permit No. Address 146 peGesxsoBcpw=W*s. Please update your records accordingly. Tha *y , } BUILDING CLERK ' CITY OF ATLANTIC BEACH /vcb i 4 ASR-3844 ! 100" DEPARTMENT OF BUILDING CIN OF ATLANTIC BEACH PERMIT INFOT TATIOft' --- �.__ ...,._ LOCATION INFORMATION - P liw number; It3O4I Addtsss: 1677 LINKSI 3E COURT NORTH___ Permit Type- MECHANICAL IIICAIS ATLANTIC BEACH, FLORIDA 3223 Class of Werk: NEW . .:,. LEGAL DESCRIPTION _ ,. ... *onstr . Type: WOOD FRAME Lot: Elcack a Section- Proposed Use* SINGLE FAMILY TQvns.hip': l@NGa � Dwellings: 1 Cad+ i 0 Subdivision5ETVA LINIKSIDIIi Estimated Value: $0 00 Improv. Costa` Taal. a s'a" "S47 t►0 Amts ,$47 00 a k wort, TEAL HEAT AND AIR 1� . -. APPLICATION FEES ��... ff .r PERMIT' $47 .00 Ad�rass ` SIDE COURT NORTH W� IMPACT FEESO .00r CH, FLORIDN" �5 ' `SAF RADON GAS-HR.S. Bir►.Bit OSA ON 'RADON CAA So'.00 Name:m. AN ISI, AT A * , A I AL It ROv $ ► 010 Addrlvl' a» „ .air` '„x JAC ILLE, ?L12257 _CAOSS CONNECTION $0 .00 Type*. O SEC R IMPACT PEE 00 CQ iST. T7IrtCHARr3L ISCI; '0 NOTES. NOTICE—,ALL CONCRETE FORMS AND FOOTINGS MUST BE INSREC -40 BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLA CICt IN PUBLIC SPACE,AND,MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER TO,'COMPLY I I TH THE MECHANIC'S L1 .. 1 'LA' +-*fit ' � LT` Vx r 3u. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC 8EACN ATLANTIC DrACH. FLORIDA 38333 APPLICATION FOR MECHANICAL- PERMIT CALL-IN NUMSER IMPORTANT — Applicant to complete all items in sections I, 11..III, and IV. I. LOCATIONSheol Address: 1 F 7 7 I T ILK C fl T F f11P T NnR T H OF IahsnecRng sheet„ felweon S E M I N O L E ROAD And ATLANTIC BLVD BUILDING sob division S E L V A L I N K S I D E , L O T# 119 11. IDENTIFICATION — To be completed by all applicants !n tonNderolion of porm;t g;ren (or doing the work as described in the abevt %talement we Mieby •gree to Q/•Ic••n to;d .•o I e::: :e•:e .;th the attac►yd plans end Ipecifc.l;on/ wh;ch aro a part hereof and in accordance with the C;Iy of Jecison-Wo wd;-orces a-j r'e-:s•:I of good practice listed thera;n. Nana of mochaaical Contractors Contractor (print) Mosler CACA 12.623 Hama of ' hoporty Owner CENTEX HOMES 3 sitte wrs of owner Signarwe of w Arthorisad Agent 0'•C Architect at Engineer 111. 4E>*fO AL INFORMATION A. Typo of boating fool: 8. Is OTHER CONSTRUCTION 111911,16 DONE ON A—Electric THIS BUILDING OR SITE T Y E S ❑ Ges—❑ V ❑ Natural ❑ Control Utility If YES. GIVE NUTAIIER OF CONSTRUCTION ❑ O° PERMIT _ 9899 O Othw — specify IV. MICKAN►CAL EpUIFA46NT TO Ss INSTALLED gATURE OF WORK (►a Ido complete M of componoah on bed of this forty) � Residential or I J Commercial ai-1,1481 ❑ Space 13 Raeaued Y�Conftal O Flea ki New Building Air Con 4vaingi O Room A�iCaatrsl ❑ Existing Building �/pMct Syet.ms Mtat.r;a B QA R D fid, 13Replacemeill of existing system 149num capacity- } 0 8 e,f,M, a"ow Installation(No system previously inslalleo) Q 11.669on604 ❑ Extension or add-on to existing system ❑ Other— Specify O C00369 +aer..: Capadry aV•�• _ Q Fre spe;i4lars: Number, of k" -- O Firwlo. Q MfaaRN ❑ E,ctetor_..�.--_,__(aumb.r) THIS $PACE POR OFFICE USE ONLY O G*wxiw pum; (number) r h +d) Q Taal, (number) Baronets ❑ LPG cantata (number) O Udired prMuro vessel O Sy"_N ?emit Appmvod by Dols - (3 CAW — Specify Permit Fee LIST ALL EQUIPMENT AM CONDMO14 NC AND REFRIGERATION F.QUWUENT rtaft-MWumaer Vans Descrlpttoa ]Wodel Number lti[anutaaturer ( jY w1�D _+ :09967 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH .._. .. PERMIT INFORMATION -__--_ . _-__ LOCATION INP't31INATIalp Permit Number$ 9 6 7 Address : 1677 LINKSIDE COURT NORTH Pormit Type: PLUMBING ATLANTIC BEACH, PL.ORIAA 32233 Class of Work: NEW ----- . LX€IAL DESCRIPTION _ - -- - Constr." Type: WOOD FRAMZ Lot * 119 Blook: . section: Procrsed Use: SINGLE FAMILY Towz�ship RAIGs ' 0 DwoI �,nc s 1 Cade: 0 Subdivision: SELVA LINKSIDE #2 $0.00 Improv. Coast : $0 .00 Total Pees : $64 .00 Amount i,d 64.00 v Work D * L[ MIN3 IN HOME Z ;. b(AT I ON, �- ..-w AP�PL I CAS'I aN FEE�a' -... _.. Name �a 64.00 Add COURT MATH '` WATZR IMPACTE $0 .00 {�y, ¢ ATSC , FLOR I DAe 3 2 3 SE. �. IMP'ACTO.FEE #$0100 �y . a k ,. � INFORMAT;ON - RADON CAB %. . $0 . 00 Nam N "E PLOMEI CAPITAL IMPROVE. Sf� .0t1 Addresz:`-402 ANNC BLUv TAP +.sry SzFAY a9 � 3uA � N�+h tan2taa." .n.. x uux W4rcwa"+t* am xYrow^um*.Yp!.. LA GI"t�}SS �I IiE TION �Q;t?tl License: .CFC 4 Type: 4 SEC H",IMPACT FEE $0.00 n � CON St.tURCI`Y�RGE � � .00 ¢ SCHAROE/ATL 'SCH' 0 ., i Jog NOTES: NOTICE--ALL CONCRETE FORMS'AND,FOOTINGS MUSTBE,INSPECTED,BEFORE POURING PERMIT"VOID SIX MONTHS AFTER GATE:OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED'IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ."FAILURE TC COMPLY WITH THE MEC HAE tC'S LIEN LAWN CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENT r ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJET TO REVOCATION FOR, VIOLATION OF,.APPLICABLE PAOVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT QOtO# 0 164.0014 Nte:; 4/%M 01 3 0043M By: r 21666 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMBING CO. AND ADDRESS: P. 0. BOX 14668 JACKSONVILLE. FL, 32210 TELEPHONE NUMBER: (904) 772- 0900 C � . ® 1 9 194 STATE LICENSE NO: �+ TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS 2 ---BATH TUBS /-DISHWASHERS URINALS DISPOSALS CLOSETS _WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: z $3.50 + $15.00 = $ IL _ _------------------------------------------------ NSTALLATION 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 CITY OF ATLANTIC BEACH, FLORIDA APProwdbV APPLICATION FOR ELECTRICAL -i ERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:..,, ✓__19 IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELtOTRICIAN NAME NI , .Mel _,.,.ADDRESS:/�7[ S-4F? C`/, ./YFRFD BOX BLDG.SIZE BETWEEN: RES.JW APT.( ) COMM.( ) PUBLIC,( ) INDUS.( ) NEW W OLD i ) REW. ( ) ADDITION( ) TRAILER ( ) TEMP.( ) SIGNS ( I SO.FT. SERVICE: NEWX INCREASE( { REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER I ALUM. WTCH OR BREAKER d AMPS P W O AY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMP8. 01.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT!11 M.V. FIXED 0.100 AMPS. OV[R APPLIANCES I I I BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0 3 OVER MOTORS H.P. VOLTAGE PHS NO. 1II.P. VOLTAGE PHS • - — - ... -- �R � f pr-+ -- ( CITY OF ?ROPERTY .QESCRIPTIOH U ` q 716 OCEAN BOULEVARD .otI------- Section I--2----- i , P.O.BOX 25 ATLANnCBEACH.FLORMA 32233 1 _- TELEPHONE(6011249-2J95 Subdivision: LQCl L�nk• 1�+�_ Street f?=7 / Li CCS_� DESCRIPTION OF WORK )r Addreaa s ( _n k�1 c1_e_ It in a FLOOD HAZARD food Zones--------------^eree complete Pape 3. Brief r Description= _ '�"c' J t C P. Clens of Works �( (New/Remodel/Addition)_! e w :OHIHG INFORMATION Type of • Constructions��=1.�e_I`=4_✓�'��,��___ zoning Proposed ►istricts� NUses--� Estimated Vilue a_14 � yc ______ :xceptions or Hateriales j ariences Uranteds��� Solid or ----- ------- Filled Grounds„ ------- OWNER ----_OWNER INFORHATION Hethod of Hastings Property Owner s_-(-L E -------- Phones Mulling ------ CONTRACTOR INFORHATION Contractors__ 1 PhonesY � --- "ailing /_ .... - Addrees s.L�eau �'Z. _5------------=----- (--------------- ------ Zips_ ,------ Expiration License Number s----�=-��-4�-3 3� ----------------------- Date: -- I ""coy C6RTItry THAT I DAVE *CAD AND CXAMINCO TNIsi APPLICATION AND RNOW TNC SAME TO BE TRUC +� {{ AND COR*tCT. ALL P*OVIAIo*s OF TMk LAMA AND ORDINANCES OOVC*NINO THIS TVPC OF WORK VILE •C 'IFS r COMPLICO WITH. MNCTNCR 2r=IFICD NCRCIN OR NOT. TUC GRANTING Or A PCRNIT DOCS NOT PRC�URC TO '�} LLiihh►►TT,,,���{{{{{{ OIVK AUTNORITV TO rIOLATt OR CANCEL THC PROVIAIONA Or ANY FCOCRAL. STATE OR LOCAL RULLS. ' . ..t. REGULATIONS. ONOINANCCS. ON LAMS Y MANNER. INCLUDING TNC GOVERNING OR CONSTRUCTION OR THC j •_ .. PEItFORNANCt OF CONSTRUCTION 0/ T PRO ECT -'UNOERATANO THAT TNC ISSUANCE Or THIS /[BRIT 25 • �� y:�.►:.,. COMTIMOCNT UPON TUC Aa01/s INFOR TION I UC AND CORRitCT AND THAT THC /LAMS AND SUPPORTIRG /,►Jv . •'� DATA NAVC BEEN OR SMALL- PC PRO OCO AN I O. ij J w �7 Owner Signature _-Date-3----F---- Contraotn r Sl.pnatur 6µ r FLOODPLAIN DEVELOPMENT INFORMATION Type of Devolopment:---'Pu ---------------------------------- Flood Required Lowest Floor Elevations Zf building is located within a flood hazard zone, a survey must be made AFTER THE BLAB HAS BEEN POURED, cartifying that the LOWEST FLOOR F-LEVATZOM is equal to or above the bast flood elevation establishad for that zone. No final inspection will be wades and no certificate of occupancy will be issued until tate survey is on file with the Building Department. COMMENTS: Applicant Acknowledgewentt Z understand that the issuance of thin permit to contirApent upon the - above information being correct and that the plaits seed supporting data have been or shall be provided as required. 1 agree to comply with all applicable provisions of Ordinence Ito. 23-7-11 and all other lave or ordinances affecting the proposed development. Date-____ _„_,__—Appllcant•s Signature__________________________ ---------------------------------------------.------- Department Use Required Lowest Floor Elevation .r........... Aqq Built Lowest Floor Elevation ...........__ __ Survey Filed with Building Department ____ _____ Building Department Representative page 3 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee . FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _BATHROOM GROUP CONSISTING OF —,ZSERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (b) WATER CLOSET _WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) �HOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) _COMBINATION SINK AND TRAY (3) _WASHING MACHINE ( ) L POT, SCULLERY SINK (4) 1 DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) _KITCHEN SINK (2) _DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE /'—DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) _ BIDET O ,-," URINAL STALL, WASHOUT (4) FLUSHING RIM SINK8 COMBINATION SINK AND TRAY WITH SINK (8) FOOD DISPOS. (4) _ZLURINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) iJACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS S� @ $20.00 EACH JOB INFORMATION ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 I ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 19.0 1 ---------X----------- I R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X) R-0 R-19 Floor R-Value. . . . . . . . . 0.0 iX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric HSPF. . . . . . . . . . . . 7 . 1 I -X------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- ) OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: �',v�� .� , Signature: 1-t� Date: City/ZiW��%�`rw Florida SUergy 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: 119 SL 2 BUILDER: CENTEX AND ADDRESS: 1677 LINKSIDE CT N PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1778.00 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 270.00sgft 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 , 162 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1821 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 221.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=19.00 , 1001.00sgft 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: 7 . 10 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. 99.71 a. Total As-Built points 19a. 31841.73 b. Total Base points 19b. 31934 .34 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 rl this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 3-3 y'�- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL:yL � ._.�.------� DATE: 3>--5 S" DATE: 1- f s Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 119 SL 2 BUILDER: CENTEX AND ADDRESS: 1677 LINKSIDE CT N PERMITTING 1CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1778.00 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 270.00sgft 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 , 162 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 1821.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 221.00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=19.00 , 1001.00sgft 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: 7. 10 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. 99.71 a. Total As-Built points 19a. 31841.73 b. Total Base points 19b. 31934. 34 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 3-3- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: _( fLLb� � .cJ BUILDING OFFICIAL_ DATE: -3 -9'S DATE: 1-..-7 7- %5 ******************************************************************************* SUMMER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------ -------------------------------------------------- N 58.00 65 .8 3816.4 DBL CLR N 14 .0 38.3 .94 504 .0 DBL CLR N 14 .0 38.3 .94 504 .0 DBL CLR N 17 .0 38.3 .94 612.0 DBL CLR N 13.0 38.3 .94 468.0 E 68.00 65.8 4474 .4 DBL CLR E 6.0 79.7 .95 454 .3 DBL CLR E 15.0 79.7 .95 1135.7 DBL CLR E 15.0 79.7 .95 1135.7 DBL CLR E 15.0 79.7 .95 1135.7 DBL CLR E 6.0 79.7 .95 454.3 DBL CLR E 11.0 79.7 .95 832.9 S 144 .00 65.8 9475.2 DBL CLR S 14 .0 66.2 .91 843.4 DBL CLR S 14 .0 66.2 .91 843.4 DBL CLR S 15.0 66.2 .91 903.6 DBL CLR S 15.0 66.2 .91 903.6 DBL CLR S 42.0 66.2 .91 2530.2 DBL CLR S 11.0 66.2 .91 662 .7 DBL CLR S 11.0 66.2 .91 662 .7 DBL CLR S 11.0 66.2 .91 662 .7 DBL CLR S 11.0 66.2 .91 662 .7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,778.00 270.00 .988 17,766.00 17,548.86 15,911.58 -------------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1821.0 .9 1638.9 Ext Wood Frame 11.0 1821.0 1.70 3095.7 Adj 221.0 . 7 154 .7 Adj Wood Frame 11.0 221.0 .70 154.7 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Wood 21 .0 6. 10 128. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1001.0 . 6 600.6 Under Attic 19.0 1001.0 1. 10 1101. 1 FLOORS--------------- Slb 162 .0 -37 . 0 -5994 .0 Slab-on-Grade .0 162 .0 -41.20 -6674 .4 INFILTRATION--------- 1778.0 8.0 14224.0 Practice #2 1778.0 8.00 14224 .0 TOTAL SUMMER SUMMER POINTS 28,346.28 27,985.90 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 28, 346.28 .37 10,488. 12 1 27,985.90 1.00 1. 100 .340 .860 9,001.39 WINTER CALCULATIONS BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------ -------------------------------------------------- N 58.00 -10.6 -614 .8 DBL CLR N 14 .0 7 .3 1.09 111.4 DBL CLR N 14 .0 7 .3 1.09 111.4 DBL CLR N 17 .0 7 .3 1.09 135.3 DBL CLR N 13.0 7 .3 1.09 103.4 E 68.00 -10.6 -720.8 DBL CLR E 6.0 -9.2 .85 -46.9 DBL CLR E 15.0 -9.2 .85 -117 .3 DBL CLR E 15.0 -9.2 .85 -117 .3 DBL CLR E 15.0 -9.2 .85 -117.3 DBL CLR E 6.0 -9.2 .85 -46.9 DBL CLR E 11 .0 -9.2 .85 -86.0 S 144 .00 -10 .6 -1526.4 DBL CLR S 14 .0 -28.4 .96 -381.7 DBL CLR S 14 .0 -28.4 .96 -381.7 DBL CLR S 15.0 -28.4 .96 -409.0 DBL CLR S 15.0 -28.4 .96 -409.0 DBL CLR S 42 .0 -28.4 .96 -1145. 1 DBL CLR S 11.0 -28.4 .96 -299.9 DBL CLR S 11.0 -28.4 .96 -299.9 DBL CLR S 11.0 -28.4 .96 -299.9 DBL CLR S 11.0 -28.4 .96 -299.9 ----------------------------- ------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,778.00 270.00 .988 -2,862 .00 -2,827 .02 1 -3,996.27 -------------- NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1821.0 2 .2 4006.2 Ext Wood Frame 11.0 1821.0 3.70 6737 .7 Adj 221.0 3 .6 795.6 Adj Wood Frame 11.0 221.0 3.60 795.6 DOORS---------------- Ext 21.0 12 . 3 258. 3 Ext Wood 21.0 12 .30 258.3 Adj 18.8 11 .5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1001.0 1 .2 1201.2 Under Attic 19.0 1001.0 2 .00 2002.0 FLOORS--------------- Slb 162 .0 8.9 1441.8 Slab-on-Grade .0 162.0 18.80 3045.6 INFILTRATION--------- 1778.0 7 .4 13157 .2 Practice #2 1778.0 7 .40 13157 .2 TOTAL WINTER POINTS 18,249.48 22,216.33 TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 18,249.48 .55 10,037 .21 1 22,216.33 1.00 1. 100 .478 1.000 11,681.35 ******************************************************************************* 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 50 .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 ------------------------------------------------------------------------------- 10488. 1 10037 .2 11409.0 31,934 . 34 9001.4 11681. 3 11159.0 31,841.73 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ***************** * EPI = 99.71 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 19.0 I ---------X----------- I R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIRCONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX------------------ I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 7 . 1 I -X------------------- 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 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: ( :#C�c.y Date: y,5� city/Zip� �ocQ,Q 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 : 119 SL 2 ADDRESS : 1677 LINKSIDE CT N CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1778 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 30001. 13 STRUCTURE SENSIBLE 16999.99 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 21179.99 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1500.06 DUCT GAIN 2418.00 TOTAL LOSS/BTUH 31501. 19 TOTAL SENSIBLE 26597 .99 TOTAL LATENT 13446. 12 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 6300.24 20% SENS.OVRSZE FTR: 5319.60 ACTUAL + 20% OVERSIZE: 37801 .43 ISENS. + 20% OVERSIZE: 31917 .59 -------------------------------------------------------------------- * 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---------------------------------------------------------------------- East Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 East Double Clr Drapes/Blinds 1 15.00 435.00 690.00 East Double Clr Drapes/Blinds 1 15.00 435.00 690.00 East Double Clr Drapes/Blinds 1 15.00 435.00 690.00 East Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 East Double Clr Drapes/Blinds 1 11.00 319.00 506.00 North Double Clr Drapes/Blinds 1 14 .00 406.00 224.00 North Double Clr Drapes/Blinds 1 14 .00 406.00 224 .00 North Double Clr Drapes/Blinds 1 17.00 493.00 272.00 North Double Clr Drapes/Blinds 1 13.00 377. 00 208.00 South Double Clr Drapes/Blinds 1 14.00 406.00 350.00 South Double Clr Drapes/Blinds 1 14 .00 406.00 350.00 South Double Clr Drapes/Blinds 1 15.00 435.00 375.00 South Double Clr Drapes/Blinds 1 15.00 435 .00 375.00 South Double Clr Drapes/Blinds 1 42.00 1218.00 1050.00 South Double Clr Drapes/Blinds 1 11.00 319.00 275.00 South Double Clr Drapes/Blinds 1 11.00 319.00 275.00 South Double Clr Drapes/Blinds 1 11.00 319.00 275.00 South Double Clr Drapes/Blinds 1 11.00 319.00 275.00 Infiltration : Winter Htm ( 20.83 ) x 270.00 5624 . 10 Infiltration : Summer Htm ( 5.06 ) x 270.00 1366.20 --------- --------- --------- Window Frame : Metal SUBTOTALS: 270.00 13454 . 10 9022.20 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 1821 .00 6555.60 4552.50 Wood Stud - Adj . 11 221.00 795.60 375.70 --------- --------- --------- SUBTOTALS: 2042 .00 7351.20 4928.20 D0 0 R 5---------------------------------------------------------------------- Solid Core/Wood - Ext. 0 21.00 598.50 266.70 Solid Core/Wood - Adj . 0 18.80 417.36 78.96 Infiltration :Winter Htm( 20.83 ) x 39.80 829.03 Infiltration :Summer Htm( 5. 06 ) x 39.80 201.39 --------- --------- --------- SUBTOTALS: 39.80 1844 .89 547.05 CE I L I N G S---------------------------------------------------------------- Under Attic 19 1001.00 2102. 10 2502.50 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 162.00 Lin.Ft. 5248.80 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 30001. 13 24179.99 ------------------------------------------------------------------------------- -- 15 ' -- - 11 ' 11 , -g-� 4 eN 15 ' 7 E3 --s a e~ N I LL W CC m BEAM CO BB Y BLDR . Cu Q F9 00 O Cu BEAM-1 21 ' 4 " 10 , Scale: none 01-27-1995 TJBeam(TM) Page 1 cl 1 TJBEAMA v4.20 en:214010183 1111 HOLMES LUMBER COMPANY 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 Phone: 904-772-6100 904-772-1973 (fax) ------------------------------------------------------------------------------------------------------------------------ Name: DICK GOULD Project Name: Page Title: BEAM-1 Based on ALLOWABLE STRESS DESIGN ( ASD ) SBCC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria (MR) Member Use................. Beam Load Classification....... Floor LL Defi TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor Decking............... N/A Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A Partition Load(psf)....... 110.0 Reinforced Overhangs........ N/A Tributary Width('-").... 1- 0.00 LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Roof 1.33 01- 0.00" 101- 8.00" 165 94 Add 2 Conc(lb) Roof 1.33 101- 8.00" 640 360 Add 2 Pcs of 1 .75" x 16" MICRO=LAM(R) ES LVL 2 .0E - 211- 4.00" ------------------------------- S I Z E A N A L Y S I S - A S D ----------------------------------------- n4poRTANT I The analysis presented below is output from software developed by Trus Joist MacMillan(TJM)- TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum untraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 4497 3911 < 13889 355% LT. end Span 1 under Roof loading Moment(ft-lb) 23008 23008 < 46554 202% MID Span 1 under Roof loading Live Defl.(in) 0.355 < 0.711 L/722 MID Span 1 under Roof loading Total Defl.(in) 0.799 < 1.067 L/320 MID Span 1 under Roof loading Span 1 Max. Reaction Total(lb) 4497 3116 Live(lb) 2067(R1.33) 1187(R1.33) Crt. Reaction Total(lb) 4497 2356 Live(lb) 2067(R1.33) 427(F1.00) Required Brg. Length(in) 3.02(W) 2.09(W) Max. Unbraced Length(in) 32 Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. MICRO-LAM(R) is a registered trademark of Trus Joist MacMillan. TJHeam(TM) is a trademark of Trus Joist MacMillan, 01-27-1995 TJBeam(TM) Page 1 vt 1 TJBEAMA v4.20 sn:214010183 1111 HOLMES LUMBER COMPANY 6550 ROOSEVELT BLVD JACKSONVILLB, FL 32244 Phone: 904-772-6100 904-772-1973 (fax) ------------------------------------------------------------------------------------------------------------------------ Name: DICK GOULD Project Name: Page Title: BEAM-2 Based on ALLOWABLE STRESS DESIGN ( ASD ) SBCC building code for TJM products available through Distribution Application........ Floor - Res. Deflection Criteria (MR) Member Use................. Beam Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span i L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor Decking............... N/A Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A Partition Load(psf)....... 110.0 Reinforced Overhangs........ N/A Tributary Width('-").... 1- 0.00 LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Floor 1.00 01- 0.00" 91- 4.00" 318 112 Add 2 Unif(plf) Roof 1.33 01- 0.00" 91- 4.00" 752 423 Add 2 PCs of 1 .75" x 16" MICRO=LAM(R) ES LVL 2 . 0E 91- 4.00" - ------------------------------------------ S I Z E A N A L Y S I S - A S D IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Bearing length exceeds 3.5 inches at bearing 1, 2 Maximum Design Allowable Control Shear(lb) 8332 5952 < 13889 233% LT. end Span 1 under Roof loading Moment(ft-lb) 19442 19442 < 46554 239% MID Span 1 under Roof loading Live Defl.(in) 0.104 < 0.311 L/999+ MID Span 1 under Roof loading Total Defl. (in) 0.168 < 0.467 L/668 MID Span 1 under Roof loading Span 1 Max. Reaction Total(lb) 8332 8332 Live(lb) 5180(R1.33) 5180(R1.33) Required Brg. Length(in) 5.60(W) 5.60(W) Max. Unbraced Length(in) 32 Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. MICRO.LAM(R) is a registered trademark of Trus Joist MacMillan. TJBeam(TM) is a trademark of Trus Joist MacMillan. 01-27-1995 TJBeam(TM) Page 1 0, 2 TJBEAMA v4.20 sn:214010183 1110 HOLMES LUMBER COMPANY 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 Phone: 904-772-6100 904-772-1973 (fax) ------------------------------------------------------------------------------------------------------------------ Name: DICK GOULD Project Name: Page Title: GAR DR MDR Based on ALLOWABLE STRESS DESIGN ( ASD ) SBCC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria (MR) Member Use................. Beam Load Classification....... Floor LL Defi TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor Decking............... N/A Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A Partition Load(psf)....... 110.0 Reinforced Overhangs........ N/A Tributary Width('-■).... 1- 0.00 LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Conc(lb) Roof 1.33 51- 0.00" 2434 1369 Add T1 2 Conc(lb) Floor 1.00 61- 0.00" 1187 1929 Add BEAM-1 3 Unif(plf) Roof 1.33 01- 0.00" 51- 0.00" 150 85 Add 4 Unif(plf) Floor 1.00 51- 0.00" 151-12.00" 444 156 Add 5 Unif(plf) Roof 1.33 51- 0.00" 141- 0.00- 220 123 Add 6 Conc(lb) Roof 1.33 141- 0.00" 1277, 719 Add Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. MICRO-LAM(R) is a registered trademark of Trus Joist MacMillan. TJBeam(TM) is a trademark of Trus Joist MacMillan. 01-27-1995 TJBeam(TM) Page 2 6f 2 TJBSAMA v4.20 sn:214010183 1110 HOLMES LUMBER COMPANY 6550 ROOSBVBLT BLVD JACK.SONVILLB, PL 32244 Phone: 904-772-6100 904-772-1973 (fax) 3 Pcs of 1.75" x 16" MICRO=LAM(R) ES LVL 2 .OE 161- 0.00■ - ------------------------------------------ S 12 B A N A L Y S I S - A S D ----------------------------------------- iMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Bearing length exceeds 3.5 inches at bearing 1, 2 Maximum Design Allowable Control Shear(lb) 11957 10906 < 20834 1911 RT. end Span 1 under Roof loading Moment(ft-lb) 53409 53409 < 69832 131% MID Span 1 under Roof loading Live Defl.(in) 0.427 < 0.533 L/450 MID Span 1 under Roof loading Total Defl.(in) 0.743 < 0.800 L/258 MID Span 1 under Roof loading Span 1 Max. Reaction Total(lb) 10831 11957 Live(lb) 6011(81.33) 7141(R1.33) Required Brg. Length(in) 4.85(W) 5.36(W) Max. Unbraced Length(in) 32 Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. MICRO-LAM(R) is a registered trademark of Trus Joist MacMillan. TJBeam(TM) is a trademark of Trus Joist MacMillan. JOtr 4- F 21-3-12 Y4 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) MITTE BY TRUSS MFR. TOP CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4X2 SP •1 Dense :82 4x2 SP /2 N: WEBS 4x2 SP /3 RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 3/8' AT MIDSPAN. THIS TRUSS SPACEDQ 24.00' O.C. IS DESIGNED TO SUPPORT 2X6 /3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD TO EACH TRUSS WITH 3-106 NAILS. STRONGBACK MATERIAL TO WALL (13.73 PSF) SUPPORTING 21-04-00 SPAN ROOF TRUSSES BE SUPPLIED BY ERECTION CONTRACTOR. WITH 02-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND NOTE: THIS TRUSS MUST 8E INSTALLED AS SHOWN, IT CANNOT BE USED 17.00 PSF DEAD. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 14190 1 21 '3"12 �-- 1X4 (R) 4X10 X4 --��� 10' 1"12 �X8 4X X X4 3X.3X 4_X5 4X 1'4' + X X5 3X4X 3X4 4X 4Xe. X8 20' 11"12 W-HS2512 2X 21 '3"12 21 '3"12 -� R-25781 W=3"8 R=1186# W=3"8 PLT TA DESIGN CRIT-TPI QTY - 6 TOTAL - 6 REV 17.2m SCALE7-0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 0 1/2 7/9 5 TC LL 40 .0 PSF REF )(*IMPORTANT**SHALL NOT BE IIESPONSIBLE FOR ANY A RN I NG IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING, SEE HIO-01 6Y TPR, SEE THIS DESIGN "1 '11 f i TC OL 10 .0 PSF DATE 01/27/95 US FAILU E TO BUILD THE TRS IN CONFORMANCE WITH OSTOS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �us �% ALPINE CONNECIORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE tNOICATEO. TOP - - BC DL 5.0 PSF ORWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SMALL BE LATERALLY BRACED MIT"PROPER 5606US TRS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 907TOM OORO N BC LL 0.0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 G IGOA-F. DESIGN StANOAROS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF Tor.L o. 55.0 PSF ��A LEN. 21-3-12 CONFORM M/APPLICABLE PROVISIONS OF NOS O TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE II/1/911 FOR PROPER 0 R10 r: SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPIICATtON. FURNISH A COPY OF THIS _�{Q'�` DUR.FAC. 1 •00 IN ONLY. ANO SMALL NOT SE RELIED UPON IN ANY OTHER MAY. DESIGN TO 7ME TRUSS ERECTION CONTRACTOR. �� tNEt^*,-. SPACING 24.0- TYPE S 4 2 .__.". _.s..a... ..,M,.n•r MRN . 4004 MATTIMAI t1RM RPFCIFTCATIRN FM MWM CONSTNx:TION 1rH HH�1 K E I- 4- F2 17'8Y4 R R THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) M TTEO BY TRUSS MFR, TOP CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP 01 Dense WEBS 4x2 SP 13 THIS TRUSS SPACED Q 24.00' O.C. IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD AT LEFT ENO FROM 8.00' STUD WALL (13.75 PSF) SUPPORTING 21-04-00 SPAN ROOF TRUSSES * 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH WITH 02-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND TO EACH TRUSS WITH 3-104 NAILS. STRONGBACK MATERIAL TO 17.00 PSF DEAD. BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED CONTRACTORS WARNING: UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 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. 1419# �_2'6" --� �• 17'8" -� �• 9.6M - 1 '8" 1� 4.8" T4x 4 4X X X X 4 1X4 (R) 4X X _ Z! + 1 4 4 X X X X X X8 �� 17'4" 4 g 3X4 3X • 17'8" �• 17'8" R=2377# W=3"8 R=1864# W=3"8 PLT. TYP -ALPINE DESIGN CRIT=TPI QTY - 2 TOTAL - 2 REV. 7.2m SCALE7-0.3750 ALPINE EtOINEEEO PRODUCTS, INC. TRUSSES rEOUIRE RECTION CARE 01/27/95 TC LL 40.0 PSF REF t *IMPORTANT1E1E SHAHNOTsERESPONSt�E fWl AMY ARNING tN NANOLINO, EPECTIDN ANDDEVIATIONS fROM TNIS DESIGN OR r1ESE SPEC If iCA7fONS. OR ANr �IACING. SEE NIB-91 By TP], SEE THt9 OE$1CNTC OL 10.0 PSF DATE 01/27/95FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBe BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MAGE OF"CA GARY, STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 5.0 PSF DRWG A416 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY RRACEO WITH PROPER 5608 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF RAG COWJEC70RS PER DRAWINGS 130, 150 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - T O T.LO. 5 5•0 PSF[O/A LEN. 17-8-0 CONFORM M/APPLICABLE PROVISIONS OF NOS O 7P1. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPERSEAL ON iHIB ORAWINO APPLIES 10 TIE CNTNPONENI DEPICTED HERE pRYWALL APPLICATION. FURNtSH A COPY OF tHIS �, . O RTO'Q �' DUR.FAC. 0 0 IN ONLY. AM SMALL NOT SE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� INEE �.�• SPACING 24.0" YP S 4 2 0--1P " 1 SPECIFICATION T iN1j t1�1 JOb' (4-3609) F3 17'8 SY42 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) MITTE Y TRUSS MFR, TOP CHORD 4x2 SP /2 N REFER TO DRAWING A1SO FOR TYPICAL PLATE LOCATIONS. BOT CHORO 4x2 SP /1 Dense WEBS 02 SP I3 RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 1/4' AT MIDSPAN. THIS TRUSS SPACED Q 24.00' O.C. IS DESIGNED TO SUPPORT * 2X6 13 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ADDITIONAL CONCENTRATED LOAD AT LEFT ENO FROM 8.00' STUD TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO MALL 03.75 PSF) SUPPORTING 21-04-00 SPAN ROOF TRUSSES BE SUPPLIED BY ERECTION CONTRACTOR. WITH 02-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT 8E USED 17.00 PSF DEAD. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 1419# �--2'6 178" _1 �- 9'6" -+- 1 8 -� _6*6" 3X5 3X3 X X4 3X5 4X4 X + 4XV X Vt 3 X X X 4Xb 17'4" 144. 2X4 �- 17'8" �• 17'8" R-2377# W-3"8 R=986# W-3"8 TA - T4 EO: 74073 PL TYP.-ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL - 3 REV, 17.2m REO: -0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 01/27/95 TC LL 40.0 PSF REF (� *IMPORTANT *SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �11t111 1 'rrrr TC OL 10.0 PSF DATE 01/27/95 FAILURE TO BUILD THE ?AUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERNANENT BRACING RE ` v� f - ALP MM INE CONNECTORS ARE MADE OF 206A BALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 5.0 PSF DRWG GR B ExcEPi AS NOTED. APPLT CONNECTORS TO EACH FACE of CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 O O PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CMM M BC LL CONNECTORS PER oRAWINGb 130. 150 c 160A-f, DESIGN STANDARDS WITH PROPERLY ATTACHED Rlom cEnlNrc -- SEE = sutE OF c TO T.LD. 55.0 PSF 0/A LEN. 17-8-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/!11 FOR PROPER - lEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPT OF tN19 0 RHO'Q'' DUR.FAC. 1 .00 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRU!!ERECTION CONTRACTOR. � F INEE��.`' SPACING 24.0" ITYPE S 4 2 9--TPI -TRUSS PLATE INSTITUTE. 1O4�SS1 NATIONAL DElI6N SPECIFICATION FOR WOOD CONbtAUCT1 ''rr rr HrH� 4- T --/-F4- - - 4 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS M N NS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP /i Dense WEBS 4x2 SP t13 THIS TRUSS SPACED 0 24.00' O.C. IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD WALL )13.78 PSF) SUPPORTING 21-04-00 SPAN ROOF TRUSSES + 2X6 /3 HEM-FIR OR BETTER CONTINUOUS STRONGSACK. ATTACH WITH 02-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND TO EACH TRUSS WITH 3-10A NAILS. STRONGBACK MATERIAL TO 17.00 PSF DEAD. BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED CONTRACTORS WARNING: UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 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. 1419# �•--2'6" --1 �• 15'8"8 �• 9'6" 1 '7 1-4'7"8 -� X 4X 3X4 3X3 3X3X4 4X4 3X4 4X 1'4' + T 1 4X X X X X - 15'8"8 -� 4X8 4X4 2X4 - --_--- 15.8"8 _I R=22691 W=3"8 R=878# W=3" TAY. T11 SED: 74097 PL7. TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL i REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES NEGUIRE EXTREME CARE 01/27/95 TC LL 40.0 PSF REF (�2 X*IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n I\\\TjVn DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIS-91 BY TPI. SEE THIS DESIGN FAILURE TC DL 10.0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE ` �us �� O\\\\v\VAI ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIRE"ENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 5.0 PSF DRWG - A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER , 5506 0.0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWDDD SHEATHING. BOTTOM CHORD W 8C LL CONNECTORS PER DRAWINGS 130, 130 G 1BOA-r, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LD. 55.0 PSF 0/A LEN. 15-8-8 CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/l/9t1 FOR PROPER (0 qT0 t• ~: SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HEIS DRYWALL APPLICATION. fIxWNI9H A COPY OF THIS ?' OUR.FAC. 1 -00 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. oElIGN TO THE TRUSS ERECTION CON1RACtOR. ���,c INE,""'`�� SPACING 24.0" S 42 *--TOT T w r F r r PNN +++`` 7 YP 4- T LF5 21-0-8Y 4 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS M N NS SUBMITTED Y TRUSS MFR, TOP CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. SOT CHORD 4X2 SP 11 Dense :82 4x2 SP 02 N: WEBS 4x2 SP /3 RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 3/8' AT MIOSPAN. THIS TRUSS SPACED V 24.00' O.C. IS DESIGNED TO SUPPORT + 2X6 M/3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO WALL (13.78 PSF) SUPPORTING 21-04-00 SPAN ROOF TRUSSES BE SUPPLIED BY ERECTION CONTRACTOR. WITH 02-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT 8E USED 17.00 PSF DEAD. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. CONTRACTORS WARNING: 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. 1419 1 21 '0"8 9 xe 4X1` 1� 4x 9 w.iy " X4 '�-�- — ' 10"8 -------� 3X3 IX4 3X3 I X 3 1 X4 4X5 4xrl VNI + f 4' 3X5 3X373 194 3R 19 4X6 � s 21 '0"8 X8 3X3 W-HS2512 2X5 21 '0"8 I R=2563# W=3"8 R=11711 W=3" TA T6 SEO: 74086 PL TVP.-ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL - 3 REV, 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 01/27/95 TC LL 40 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN D1 THESE SPECIFICATIONS, DI AMY BRACING. SEE H19-9f BY TPI. SEE THIS DESIGN "001 , TC DL 10.0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 5.0 PSF DRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL K LATERALLY BRACED WITH PROPERO O PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 606� BC LL CONNECTORS PER DRAWINGS 130, 150 G 1GOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF Z T OT.LD. 55.0 PSF 0/A LEN. 21-0-8 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0RIS* e SEAL ON THIS DRAWING.APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'�� OUR.FAC, 1 -00 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ����F INEE '�``� SPACING 24.0" TYPE S 4 2 W--P . T i N F T F T NNH� �RN� 4- T F6 15*7 SY42 THIS OW2. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR. 70P CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP /1 Dense WEBS 4x2 SP #3 THIS TRUSS SPACED Q 24.00' O.C. IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD AT LEFT ENO FROM 8,00' STUD WALL (13.75 PSF( SUPPORTING 21-04-00 SPAN ROOF TRUSSES + 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH WITH 02-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND TO EACH TRUSS WITH 3.100 NAILS. STRONGBACK MATERIAL TO 17.00 PSF DEAD. BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED CONTRACTORS WARNING: UPSIDE DOWN, TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR, 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. 14 19# �2,6H t- 15'7" - -� N 9'6" 1 '6 4 '7" 4X X4 X 4 4 4 X4 X + T X X X 8, 15'3" �4 8 4X4 2X4 15'7" -} 15'7" J R=2263# W-3"8 R=871# W=3"8 TAG T7 SE O: 74082 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE -0.3750 *IMPORTANT�(11 SHkNEN ENGIINNEERED P ODExTS. INC TRUSSES REOUIPE EXTREME CARE 0 1/27/95 TC LL 40 .0 PSF REF WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-31 BY TPI. SEE THIS DESIGN �`4t'�' TC DL 10.0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ , v ALPINE CONEC70PS ARE MADE OF 200A QALY. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 5.0 PSF DRWG U MAB OR B EXCEPT AS NOTED. APPLY CONNECTORS 7G EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESISN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 N BC LL 0.0 PSF R A G CONMECTGRS PER ORAWINM 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ T 0 T.LD. 55.0 PSF O/A LEN, 15-7-0 CONFORM IP OF 9 TPI. AN SEAL ON THIS DRAWING PROVISIONS APPLIESTHECOOMPONENT DEPICCTT'ED HERE DRYWALLTAPPLICATION.A17/1/911 FOR RG FURNISH ACOPY OFTPER HIISO RIO' Q'� DUR.FAC. 1 .00 IN ONLY, NO SMALL NOT K RELIED LYON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��� 'NEED SPACING 24.0 J 4 2 _TP - T r N SPECIFICATION T ,H 0 4- T F 15-3- Y42 THIS DWG. PREPARED FROM COMPUTER INPUT tLOADS f. DIMENSIONS) MITT Y TRUSS MFR, TOP CHORD 4x2 SP 11 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 02 SP /1 Dense WEBS 4x2 SP 03 THIS TRUSS SPACED 6 24,00' O.C. IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD AT LEFT ENO FROM 8.00' STUD WALL ROF + 2X6 f3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH WITH 02300500 OPSFVERHANG. ROOFS-04-00 LOAD ISS30.00 PAN PSFTLIVEEAND TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO 17.00 PSF DEAD. BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED CONTRACTORS WARNING: UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 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, 1419# �--2'6" ----� �= 15'3"12 -� -t H 9.6" -T-1 8 -T- 4' 1"12 -- 4X 0 3X4 3X3 3X34 IX4 3X5 3X6 X 1'4' } 1.4' X X X X X5e, 15'3"12 08 2 4 15'3"12 J R=2248# W=3"8 R=8561 W=3" TA Tgg SED: 74100 PL TVP.-ALP NE DESIGN CRIT-TPI OTY • 4 TOTAL - 4 REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE E%THEME CARE 01/27/95 T C LL 40 .0 PSF REF (�2 **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 9Y TPI. SEE THIS DESIGN �t 'I��� TC DL 10 .0 PSF DATE 01/27/95 A FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` F •�% 0\\\\V_ ALPINE CONNECTORS ARE MAGE OF 20GA 6AlY, STEEL MEETING ASTM WIREIENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 5.0 PSF DRWG MA6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHgnD W BC LL 0.0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE - STATE OF _ TOT.LD. 55•0 PSF 0/A LEN. 15-3-12 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO T1E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O R10'Q OUR. . 1 .00 IN ONLY, AND SHALL NOi BE RELIED UPON IN AM OTHER MAY. DESIGN i0 THE TIMSS ERECTION CONTRACTOR, INEE�' �• OUR.ISPACINGC. 24.0" S 4 2 •--P . T T I T NAT A f AT F T •,/''THN HHH�� T YPE 0 4- T FQ_ t'8 SY42 THIS N . PREPARED FROM COMPUTER INPUT (LOADS M NS N SUBMITTED Y TRUSS MFR, TOP CHORD 1x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 1x2 SP 02 N WEBS 4x2 SP #3 THIS TRUSS SPACED 0 21.00' O.C. IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD WALL (13.75 PSF) SUPPORTING 02-00-00 SPAN ROOF TRUSSES NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED WITH 01-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 17.00 PSF DEAD. CONTRACTORS WARNING: 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. 432# -� ,1X4 (R v v ! 3X9 2X ( _1.8" --1 R=507# W=3"8 R=1080 W=3" PLT.=TYS 92 -ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL - 8 REV. 17.2m SCALE7-0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 01/27/95 TC LL 40 .0 PSF REF t X IMPORTANT**SMALL NOT 6E RESPONSIBLE FDA ANY ARNING tN HANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-61 6Y TPI. SEE THIS DESIGNTC DL lO.O PSF GATE 01/27/95 FAIIUNE TO&NICD THE TRUSS IN CONFORMANCE M11M 03166 6Y TPN. FOR AOOItIOMK 9PEC1Al PERMANENT BRACING RE v �� ALPINE CONNECTORS AfIE MAGE of 20GA GKV. STEEL REEt1Nli ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 5.0 PSF DRWG A446 04 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SRACEO WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OEStGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF R A G CONNECTORS PER DRAWING! 130. 150 0 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 55.O PSF Q/A LEN. 1—8—O CONFORM M/APPLICABLE PROVISIOS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/011 FOR PROPER 0 pIO�' ~- SEK ON TNI!DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � DUR.FAC. 1 .00 IN OM.Y, AND SHALL NOT 6E RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��� hvE"""% � SPACING 24.0" TYPE S 4 2 M-- •T T N f T F T �N/M b' 4- T F9 3-8-8 SY42R THIS M PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED Y TRUSS MFR, TOP CHORD 4x2 SPi2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP i2 N WEBS 4x2 SP 0 3 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. SPECIAL LOADS -------------------------------------------------- TC - From 440 PLF at 0.00 to 440 PLF at 3.71 SC - From 1t PLF at 0.00 to It PLF at 3.71 I 1 � _1 '7"8 --�I�i'-�-1 -7-13 -_-� T X4 T Q Q X X �3,8N8 X4 2X R=833# W=3" R=833# W=3" TAG T22 SED: 74102 PLT. Ty . -ALPINE DESIGN CRIT=TPI OTY - i TOTAL i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 01/27/95 TC LL 40 .0 PSF REF t *I MPORTANT�I 1E SHALL NOT BE RESPONSIBLE FDR ANY ARNING ]N NANOLTNG, ERECTION AND /DEVIATION fRON THIS(SIGN OR THESE SPECIf]CATIONS. OR ANTBRACING. SEE HIB-91 BY iP1. SEE THIS DESIGN0. TC DL 10•0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST00 SY TPU. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM OUIIEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 5.0 PSF ORWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - g(Aj6 �' - TOT.LD. 55•O PJTYPE A LEN. 3—8-8 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO Q•` OUR.FAC. 1 .00 IN ONLY, AND SHALL NOT SE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. EE90 �" .� 9--TPI "TRUSS PLATE INSTITUTE. .MOS •.1991 NATIONAL_DESIOILSPEC IF ICATION FOR MOOO_CONSTRUrT1 N ,'���PP P�P���` SPACING 24.0" S 42 suou :8193g ucl N O m J 1 ` \ bi W ' N � Lil V OD -------------------- elli i u6t i b 1 M 8 I• .13. 4- T T HIP 6-2-8 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 OIMENS ONS SUBMITTEO BY TRUSS MFH. TOP CHORD 2x4 SP 02 N BEARING BLOCKS: NAIL IYPE: 0.131x3.0.-.Q nails BOT CHORD 2x6 SP 12 N :82 2x6 SP 01 W BAG X-LOC (BLOCKS LENGTH/ALK #t3AILS/BLK WEBS 2x4 SP 03 1 20.708' 1 12' t0 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. SPECIAL LOADS BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. -------------------------------------------------- PROVIOE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TC - From 74 PLF at -2.13 to 74 PLF at 11.00 UPLIFT (1.01: 970 t430 TC - From 146 PLF at 11.00 to t46 PLF at 14.79 nnG.LOC Ft : 0.00 20.71 TC - From 74 PLF at 14,79 to 74 PLF at 23.13 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD, BC - From 20 PLF at 0.00 to 20 PLF at 11.00 MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. 8C - From 245 PLF at 11.00 t0 245 PLF at 21.00 ENCLOSED OR FULLY OPEN BUILDING (1 991 SBC) BC - 882 LS Concentrated Load at 1t.00 --------------------------------------------------------------- BC - 437 LB Concentrated Load at 14.79 TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (+1-Gravity I-)-Uplift --------------------------------------------------------------- NNN UPLIFT NNW NNN HANGER NNW H5 • -4551(Jacks Only) HUS26 - + 27511 -1286:(10d loly) MTS12 • -10001 I HUS26 • + 33151 -15501 16d 1p)y) MTS12 • -2000:12 Each) HMS48 " + 42991 -16601 'Do 21ly) MTT28B • -37860 2 EBCtI (IDd) H14US48 - + 51801 -2000: 16d 2ply) MTT28B - -4455: 2 Each) 116d) NGUS48 - + 66401 -21991 10d 2ply MST60 • -4688#(Per 2ply) 1 HGUS48 " + 80001 -26501 160 2p'Y1 CS150 - -1650#(Each) I HGUS5.5• +113350 -3945#06d 6d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. A RiGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. k21 �• .6'2"8 ��` 8;7,5X3 T' 6.2"8 5X10 05 5XIO r` 3X4 3X4 6 p fn 5X4 (A4) 5X4 (A4) 5X4(A4) 5x4 (A4) I= - 3X8 B2 1-2' - 1- 21 ' - - - 2' -� �• 11 ' 3'9"8 - 6'2"8 -� R=2306# W=3"8 881# 4361 R=3804th W=3"8 TAG = T3 SED: 74011 PLT, TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL = 1 REV, 17.2m SCALE =0.2500 ALPINE ENGINEERED PPOOUCIS. INC TRUSSES RFOUIRE EXIPEMf FAIN 01/27/95 Tc LL 30 .0 PSF REF X*IMP OR T ANT x*SHALL Not BE PES14M.t9LE Fon ANYWARNING IN HANDLING. EnFCTIRN AND n 1\ DEVIATION FROM THIS DESIGN OR HESE SPECIFICATIONS, On ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN "% 0S"e���� TC OL 7 .0 PSF DATE 01/27/95 (� \\�Vw`+1►�\1 FAILURE 10 BUILD THE TRUSS 1N CONFOPMANCF WITH OSIBB BY TPI. Fal AnOtTIONAL SPECIAL PERMANENT eruictfi RE ) F'• MNW ALPINE CONNECTORS APE MADE OF FOGA GALV SiFFI MEETING ASTM OUIREMENTS UNI ESS OtHFnMISF. INRICATFn, TOP - - 8C DL 10 .0 PSF DRWG AB Cn B EXCEPT AS NOTED. At .r CONNECTORS t0 F.ApI FACE O< C1010 SnAtL BE LATEnALIY nRACED WITH rO1T Pn - . 5606 - BC LL 0 0 PSF RAG TRUSS AND UNLESS DTHEPNISE I.00AIFO ON 1$115'WSIGN. POSITION LY AITACIrO Pt.YMOOn SIBAtHw,.tnnit0"CINYNR N CONNECTORS PER OnANINGS 130. 180 C 160A T, aSIr,N STANOAnOS NI IH I'Mom N.Y AttACHro nlGtn CFH 1w; SIf - $TATE OF TOT.LD. .47 .0 PS]TYPE OSA LEN. 21-0-0 CONFORM N/APPLICABLE PROVISIONS OF NOS C IPT. AN ENGINEER'S ALS INE 1EC1x:ICA1. 1IPnAIF 11/1/911 Tan PRO14"R ED RlO� -.-_-0 SEAL ON THIS OnAMING APPLIES 10 THE COMPONENT RFPICTEO HERE OnYNAIL AM ICATtON. FURNISH A COPY pf TILIIS �• DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED LOW IN ANY OTHER MAY. DESIGN IO 111E muss EIEcTIo"CONTRACIOR. INEER`' •--TPI • iR19S.9,AT 1 1 1 NATIONAL F CAI N f 1 / N HHOIIIIIHT'` SPACING 24.0" hips D (4-3610) T T "0 SCIS GABLE 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 2.4 SP 02 N UPLIFT (LB): 220 220 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 10.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ENCLOSED OR FULLY OPEN BUILDING (1997 SSCI --------____-----_----_--------_______---- _____________________ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -4550(Jacks Only) I HUS26 - + 2751# -1286#(fOd 1p 1Y) MTS12 - -1000/ I HUS26 - + 3315# -1550106d (ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660000d 2ply) MTT28B - -3786#(2 Each) (100 1 HHUS48 + 51801 -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 + 66401 -21994000 2pIy) MST60 - -4688 Per 2ply) I HGUS48 - + 80001 -2650#(f 6d 2ply) C5150 - -1650#(Each) I HGUS5.5- +11335/ -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5 6 "I� 5,6" '1 4X4 Q 6 C:7,- N 2X4 (01) X4 (D i) 113']0 --W4 2X7(D i) 2X7 (01) 4XI(R) 5.6" �r 5.6„ R=517# W=3118 R=517# W=3"8 SED: 73997 PLT. TYP. -ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. iRUSSEs REOUHTE FXIRLMC CAN; 01/27/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND ,DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 0Y TPI. SEE THIS DESIGN .1 USe � TC DL 7 .0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANE NI BPACING RFALPINE CONNECIDRS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, 70P - - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO f ACH FACE OF CHORD SHALL BE LATERALLY BIIACFO Will,PROPERTRUSS TRUSS AND UNLESS OTHERWISE LOCATED ON iHTS OFSIf N. POSITION IV AIIACNED PLYWOOD SHEATHING. 11'1110M CHO;l" 5606 BC LL 0 .0 PSF R A Gx • CONNECTORS PER DPAMINGS 130, 150 & 160A F, ly5;1;N:;IANUA-1115 H1 IN IP(.PEPLY ATTACNLD RIGIC,:..;;NI, STATE OFTOT LD. 47 .0 PSF DSA LEN, 11-0-0 CONFORM W/APPLICABLE PROVISIONS OF MTS& TPI. AN ENGINEER'S ALPINE IECHNICAL uPDA79 (7/1/911 FOR PNDPLIA SEAT ON THIS DRAWING APPLIES 10 TINE CGMPONFNT OFPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF iH15 %1 �ORTOP Q I, —_ F ouR.FAC. 1 .33 IN ONLY, AND SHALL N01 BE RELIED W10N 2N ANY D1111'.R NAY. DESIGN 70 THE TRIES ERECTION CONTRACIOR. INEEpS F--TP - T AT I F T T NO + 1 NAI NA O S' N SPEC FICATION FOR WO C NS1RU TION 1,1,1,1111` SPACING 24.0" TYPE spec i JO b: (4-3610) T T I S THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROvIOE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2z4 SP t2 N UPLIFT (LB): 380 210 WEBS 2x4 SP t3 BRG.LOC (FT): 0.00 10.71 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 W-Gravity (-)=Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -4550(Jacks Only) I HUS26 = + 27510 -12860(104 1ply) MTS12 - -10000 HUS26 - + 33150 -1550t(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660000d 2ply) MTT288 - -37860(2•Each) (100)] HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 + 66400 -21990(10(3 2p]y) MST60 - -46880 Per 2ply) I HGUS48 - + 8000# -2650#06d 2pIy) CS150 - -16500(Each) I HGUS5.5- +113350 -3945t(16tl 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5'6 _ �T 5I6" _I 4X4 m :-1 m 6 p 2X4 (A 1) 1'3"10 4 (A 1) T 4X5 (R) 2' 5'6 T5-6" —I R=689# W=3118 R=498# W=3"8 TAG = T35 SED: 74028 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED Pn000Ci5. INC. TRUSSES PEOUIHE ExlRl-.ME CAIIE 95 TC LL 30 0 PSF REF *IMP 0 R T A N T**SMALL NOT BE PESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND 01/27/95 11 IITIII1 OEVIA71ON FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI SEE THIS DESIGN1 F TC DL 7 .0 PSF DATE 01/27/95 \\U�wl\1'1•U\ FAILURE 10 BUILD Tlx: TRUSS IN CONFORMANCE x11H OSISS BY TPI. FOP ADDITIONAL SPECIAL PERMANENT BNACING TIE Y �US O� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEI. MFFIING ASTM GUIPEMENTS. UNLESS OTHERWISE INOICAIFO. IOP _ - 8 C DL 10 .0 PSF DRWG AAS GR B EXCEPT AS NOTED 0 A . APPLY CONNECTORS TO TACIT FACE OF CHORD SHALL BE LAIEPAtIY HnACFO MINI rRUPEII _ 5606 - ��•• LL O O PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY A11ACIffD PLYWOOD 51IFAIIIING, DOTIUM C110C110111)C110111) x BL. CONNECTORS PER DRAWINGS 130. 150 c t6OA f DESIGN STANDAR0% WITIT PROPERLY AITAC14D 0I611 CI 11 lar. SI1 - STATE of - TOT.LD. 47 • PSF ��A LEN. i i-O-O CONFORM W/APPLICABLE PROVISIONS OF NOS a 1P7. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 Fon PROPER -' —— SEAL ON THIS DRAWING APPLIES IU THE COMPONENT DEPICTED HFRE BPYWALI. APPLICATION. FURNISI: A COPY Of TTNB , �. t0RID P Q?; ouR.Fa(:. i . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY 011x'n WAY. DESIGN 10 THE TRUSS ERECTION CONIRACIOR. 'INE or, CF�• S ­TPI_ tRU55 PLAT NST T 1 ND NAI NAI DESIGN SPECIE [AVON Fon WOOD CONSIIIUT:710N NTLI IIT ' SPACING 24.0" T Y P E c�• `� Job: (4-3610) T T A 1'0 COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTE BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 380 210 WEBS 2x4 SP t3 BRG.LOC (FT): 0.00 10.71 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 PEOUIREMENTS (4)-Gravity (-)-Uplift WIN UPLIFT INN I INN HANGER NMN H5455rIJackS Only) I HUS26 - + 27511 -1286#(fOd 1ply) MTSf2 - -1000/ HUS26 - + 3315/ -1550/1160 1ply) MTSf2 - -20000(2 Each) I HHUS48 - + 42991 -16600(10d 2ply) MTT286 - -37860(2 Each) Mall HHUS48 - + 5180/ -2000r(16d 2ply) MTT288 -44550(2 Each) (160)1 HGUS48 + 66401 -2199 (10d 2ply) MS160 4688#(Per 2ply) I HGUS48 - + 80001 -26500(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945 (16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5'6" 5'6" —� 4X4 m m4*3 6 4* 2X4 (A i) X4 (A i) J2Er 1 . X �B �-— 2' - R=689# W=3"8 R=498# W=3"8 TAG = T23 SED: 74002 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 117.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REDUIRF EXTPFM( CARE 01/27/95 T C L L 30 . 0 PSF REF *I MPO R T A N T*)( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ETI[CII(IN ANn `111111I11j DEVIATION FROM THIS DESIGN OR MESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS !:FSIG.N e TC DL 7 .0 PSF DATE 01/27/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB V TPI. FOR ADDITIONAL SPECIAL PERMANCNI HIIAr TNG RF ` vuS ALPINE CONNECIOPS APE MADE OF 20GA GALY. SfEEI MEETING ASTM GUIPFMFNIS, UNLESS OTHERWIS( INOICA1111 TDP - BC DL 10 . 0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PIIDPFR 5606 - BC L L 0 0 PSF R A G TRUSS AND TINLE55 OTHERWISE LOCAIFD ON 1415 fY!:IGN, POF,IT1nN I.V ATTAFHFO PLYWOOD SIIFATH1Nf:, ROITRC - H71H N CONNECTORS PER DRAWINGS 130. 150 4 160A 1 01`,IGN STANOA11R`_' WITH PRDPERLY ATIACIILD RIGID CEll ING S!f SLATE I)FTOT.I_D. 47 . 0 PSF OSA TEN. 11-0-0 CONFORM M/APPLICTBLE PROVISIONS OF NDS 6 TPI. AN ENGINFER'S ALPINE TECHMICAL UPDATE 17/1)911 FOR PRO-FA _ —_ SEAL ON 11415 DRAWING APPLIES 10 THE COMPONENT OLP(CIED HERE DRYWALL APPLICATION. FURNISH A COPY 0; D115 CO RIO' Q`� DUR.FAC. 1 . 33 IN ONLY, AND SHALL NOT BE RELIED UPON 1N ANY 0111F.11 MAV. I DF51GN TO 111E TRUSS ERECTION CONTnAC1UR. �1 INEE�,.` •--TPI - TRUSS PLATE INSTITUTE, NDS • 1991_N�IIQNAL Ot SIGN SP1CI11CA1ION FOR WOOD CONSTRUCTION '��IIII1111`1 SPACING 2 4 0" TYPE c o m n 4- LOT T4 6-2-8 MONO I R O R THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) U M TTE Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP #1 N UPLIFT (LB): 310 420 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 5.96 TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD OF 5.00 PSFTHIS GIRDER DESIGNED TO CARRY 11-00-00 TRUSSES FRAMING TO ENCLOSED OROAD FULLLY OPEN BUILDING(TOP) AND .00 (BOTTOMI BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT --------------------------------------------------------------- FROM OTHER SIDE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS -----------(+)-Gravity (-)-Up1-ft A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------- --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RAN UPLIFT ANN 1 xxW HANGER AWN H5 - -455f(Jacks Only1 I MUS26 - + 275]# -]286#(fOtl 1ply) MTSt2 = -1000# 1 HUS26 + 3315/ -15509(164 III y) MTS12 - -2000#(2 Each) i HHUS48 + 4299# -16600110d 2ply) MTT288 - -3786#(2 Each) 10d) HHUS48 HHUS48 + 5180# -2000#(16d 2p N MTT288 - -44551(2 Each) 116d)I HGUS48 + 66400 -21990(100 2pIy1 MST60 - -4688#(Per 2ply) I HGUS48 + 80001 -2650#(160 2ply) CS150 - -1650 Each) 1 HGUS5.5- +]1335# -3945#(16d 3p1y) --------------------------------------------- ----------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS i 2X2 I i 6 C7 In 1'n 3X4 (Al) T 4'3 8' 6'2"8 1 .5 4 R=973# W=3"B R=881# W=3" I i TAG = T8 SED: 74006 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. rRUSSES REQUIRE FXIPUME CARL 01/27/95 TC LL 30 .0 PSF REF *I MPO R T A N T**SHALL NOT BE RESPONSIBLE FOP ANYWARNING IN HANDLING. EPFCrinN AND DEVIATION FROM THIS DESIGN OR THESE SPEC IF 1CAtiQNS. On ANY BRACING. SEE HIB-91 BY TPI. SEC THIS OLSIGN US t - TC DL 7 .0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05188 BY TPI. FDR ADDITIONAL SPECIAL PERMANENt BRACING RF -ALPINE CONNEL10R5 ARE MAGE OF 70GA GAILY. STEEL MEETING ASTM DUIRFMENIS. UNIF55 OIHERNISE INnICATFn. foil - BC oL 10 0 PSF DRWG A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 1D fACH FACE OF CHORD SHALL BE LATERALLY BRACED,LITH PPOPF.R 5606 BC LL 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHFATHING. '191 CV LHP.'7R W CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN SIAN�:AP^.S WITH PROPERLY ATTACHED RIGID(1 1'IN;; - !'.'.F - §TATE OF _ T 0 T.L O. 47 .0 PSF O/A LEN. 6-2-8 CONFUPM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911'FOR PROPER Q•�- ——•• SCIL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICArION. FURNISH A COPY OF 71115 ouR.Fac. i .33 IN ONLY. AND SHALL NOT BF. PELTED UPON IN ANY OCHER WAY I DESIGN TO T14E TRUSS ERECTION CONTRACIOP ........... N!RR rnr,R HH[TPi.TIPq SPACING SEE ABOVE TYPE SPEC 4- T5Q 11-0 GAOLE THISN PREPARE FROM COMPUTER INPUT (LOADS M N SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (L8): WEBS 2x4 SP /3 BRG.LOC (FTI: TRUSS DESIGNED FOR 100.00 MPH WIND, 19.05 FT ABOVE GROUND WITH DEAD OF 5.00 PSFALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ENCLOSED OROAD FIULLY OPEN BUILDING(TOP) (1991AND5S8C)PSF (BOTTOM) ---------------------------- ------ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+I-Gravity (-)-Uplift ------------------- ---------------------------------------- *** UPLIFT NNN *;N HANGER MMM H5 - -455/(Jacks Only) HU526 - * 2751/ -12861 10d 1ply MTS12 - -1000/ HUS26 - + 33151 -15501 16d iply MTS12 - -20001 2 Each HHUS48 - + 42991 -1660#110d 2ply MTT288 - -3786/ 2 Each t10d1 HHUS48 - + 5180/ -20001 16d 201 MTT288 - -44551(2 Each 116d) HGUS48 - + 6640/ -2199/ 10d 2ply MST60 - -46881 Per 2ply) HGUS48 - + 8000/ -26501 160 2ply CS150 - -16501 Each) HGUS5.5- +11335/ -3945/ 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5'6" 5'6" J 3X4 6v tV 2x4 (Di) X4 fD1) 10i n 11 ' R=94 Of W=11 ' TAG T111 SEO: 74104 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY i TOTAL - i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE 01/27/95 TC LL 30.0 PSF REF (�2 *I MPOR T AN T*x SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING, ERECTION AND - n ►\\\jVn DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1,'�' ���� TC OL 7.0 PSF DATE 01/27/95 FAILURE TO BUILD THE YAMS IN CONFORMANCE WITH 05188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENIS. 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 BRACEO WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 47.0 1 0.0 PSF R A G CONNECTORS PER DRAWIMGS 130. 150 S 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF C T OT.LD. 4 7•0 PSF 0/A LEN. 11-0-0 CONFORM W/APPLICASLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FOR PROPER O� IF z SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0qT 4/ DUR.FAC. 1 .33 IN ONLY, AND&HALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � `� SPACING 24.0" ITypEd ab 1 I N T SPECIFICATION F T NNNH N NHN� 4- T T Common THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS M N NS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 10.75 TRUSS DESIGNED FOR 100.00 MPH WIND. 19.22 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- MMM UPLIFT MWN I MWM HANGER NNN H5 - -455#(Jacks Only) HUS26 - + 2751# -1286#(fOd 1ply) MTS12 - -1000/ HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 EaCh) HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (1001 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990 10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650# 160 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -3945#116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —5'6" 5-61- 4X I '6"4XI m m 6P;- rn 33 2X6(82) X6(B2) 17'7" L--- 2' ( R=682# W=3"8 R=500# W=3" PLT. TYPE-ALPINE DESIGN CRIT=TPI OTY 3 TOTAL = 3 REV, 17.2m SCALER-0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CARE 01/27/95 TC LL 30.0 PSF REF t WIMPORTANT1E lE SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-B1 BY TPI. SEE THIS DESIGN - �1 � '� TC OL 7•0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CO FORMANCE WITH OSTBB 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 ORWG A445 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER , 5606 0 (] PSF R A G TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 47.0 CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF - TOT.LO. 4 7.0 PSF O/A LEN. 11-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE UH/911 FOR PROPER 0 RI� t SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS i� F Q `� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IM ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 24.0" c o m n A--TPI - TRUSS PLATE INSTITUTE, NOS" 1991 NATIONAL DESIGN SPECIFICATION FOR N000 DON9TAIIDTION �NNNHiR�H�� TYPE 4— MONO R R THIS DWG. PREPAREDFROM COMPUTER INPUT JUADS & DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP f1 Dense UPLIFT JLBJ: 200 240 400 530 WEBS 2x4 SP :3 BRG.LOC FT : 0.00 6.75 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.51 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS GIRDER DESIGNED TO CARRY 11-00-00 TRUSSES FRAMING TO ENCLOSED OR FULLY OPEN BUILDING (f99f SBC) BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/8C SPLIT FROM OTHER SIDE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ----- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WMM UPLIFT MWM MMB HANGER MMM H5 455:(Jacks Only) 1 HUS26 - + 2751: -12861 fOtl 1plY MTS12 -1000: 1 HUS26 + 3315f -1550: 16tl 1ply) MTS12 - -2000:(2 Each)) tOd1III HHUS48 - + 4299! -1660: 10tl 2ply) MTT289 -44551(2 Each) (16tl)I HGUS48 + 6640f -2199: fOtl 2ply MST60 -4688f(Per 200 HGUS48 + 80000 -26501 16tl 2ply CS150 -1650#(Each) HGUS5.5- +113350 -3945:I 16tl .ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2X2 6p m 0 v 3X4(A I _1_ 2 17 7" 7' - -� R=109111 W=3"8 R=1000# W=3" PLTAYi SED: 74108 T. TY -ALPINE DESIGN CRIT-TPI OTY 1 TOTAL - 1 REV. 17.2m SCALE 0.5000 ALPINE ENGINEEREO PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 01/27/95 TC LL 30.0 PSF REF t 1fIMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANr ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BT TPI. SEE THIS DESIGN ��1 ��iTC DL 7 •0 PSF DATE 01/27/95 FAILURE TO BUILD TINE TRUSS IN COWORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - -ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10•0 PSF DRWG ARAB 6R 0 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER : . 5606 - O .O PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 47 .0 CONNECTORS PER DRAWINGS 130. ISO B ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TDT,LD. 47 .O PSF 0/A LEN. 7-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 A-is '- SEAL ON TN1S DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .�� ,�,e,Q'� DUR.FAC. 1 .33 IN ONLY. A10 BNALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONiRACiOR. INEtY`- `� SPACING SEE ABOVE T Yp spec ■-- T AT A F AT 1 ,',�N11 1111``` 4- T T '4 Hip 7 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. 80T CHORD 2x6 SP /2 N UPLIFT (L8): 1070 970 WEBS 2x4 SP 03 BRG.LOC Fi : 0.00 21.04 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.59 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). 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 SPECIAL LOADS (+)-Gravity (-)-Uplift TC - From 74 PLF at -2.13 to 74 PLF at 7.00 NNN UPLIFT NNN NNN HANGER MMM TC - From 161 PLF at 7.00 to 161 PLF at 10.67 H5 - -455#(Jacks Only) HUS26 - + 2751# -12860110d 1ply) TC - From 74 PLF at 10.67 t0 74 PLF at 23.45 MTS12 - -10000 1 HUS25 - + 3315# -15500116d tolyl BC - From 20 PLF at 0.00 to 20 PLF at 7.00 MTS12 - -2000#(2 Each) HHUS48 + 42990 -16600(iOd 2ply) BC - From 45 PLF at 7.00 to 45 PLF at 10.67 MTT288 - -3786#(2 Each) (10d) HHUS48 - + 5180# -2000# 163 2ply) BC - From 20 PLF at 10.67 to 20 PLF at 21.33 MTT288 - -44550(2 Each) (16d) HGUS48 + 6640# -2199# 10d 2ply) BC - 577 LB Concentrated Load at 7.00 MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -26500 16d 2p1y) BC - 1001 LB Concentrated Load at 10.67 CS150 - -1650#(Each) HGUS5.5- +11335# -3945# 16d 3ply) ------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ,4" _I f7• `1 7,4" 1. 7 4X8 XB T m 1.5X3 1.5X3 0 6v 3X7(B i) X7 (B i) 6.317'7" X `- 2• 21 .4, 1- 2' -� 7 1018" R=2287# W=3"8 576# 10000 R=2011# W=3"8 PLGT11 SED: 74110 ?. TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV, 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 01/27/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NO? BE RESPDNSt6LE FDR ANY WARNING IN HANOLINNO. ERECTION AND 111 n \ DTHE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIO-91 6Y TPI. SEE THIS DESIGN - .%1_t�' - TC OL 7 .0 PSF DATE 01/27/95 FAILURE TO BUILD TTRUSS IN CONFORMANCE WITH OSTS6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V 1� ALPINE CONNECTORS ARE MADE OF MGA DALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .0 PSF DRWG UN (' 0 A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - O O PSF R A G TRUSS AND LESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N - BC LL CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE OF TO T.LD. 47.0 PSF D/A LEN. 21-4-0 OUR.FAC. 1 •33 COOW/APPLICABLE PROVISIONS OF MOS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER OFi SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. IN ONLY. AND SHALL NOT SE RELIED IRON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '� INEE �.`� W--P -T INSTITUTE- A NA F AT F T T N �./ 1�M� SPACING 24.0` TYP hips CONFORM 4 T *4 Hio 9 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2X4 SP 09 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT JLB): 650 640 WEBS 2x4 SP 03 BRG.LOC FT11: 0.00 21.04 TRUSS DESIGNED FOR 100.00 MPH WIND, 20.09 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). 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 EGUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)-Uplift WNW UPLIFT MMM MMM HANGER MMM H5 - -455#(JackB Only) HUS26 - + 27510 -12861 fOtl !ply MTS12 - -10001 HUS26 - + 3315 -15500 160 7ply MTS12 - -2000e(2 Each)) (( HHUS48 - + 4299• -1660 100 R ly MTT289 - -4455 2 Each) (i6tl) HG11548 - + 66 Ot -2!991 100 2ply MST60 - -4688• Per 2ply) HGUS48 - + 80000 -26500((16tl 2ply) CS150 - -16501 Each) HGUS5.5- +11335/ -3945-(160 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3-4" --�--- 9' 4X6 (R) T cY1 1.5X3 1.5X3 6 6 v 3X4 (B i) X4 (Bi) 6'3 fh17'7" 3W 3X7 3X4 �..-221 '4" R=11551E W=3"8 R=i155# W=3"8 TAY - T2 SEG: 74113 P T. TY P -ALPINE DESIGN CRIT-TPI OTY i TOTAL - i REV, 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 01/27/95 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION ANoDEVIATION FRMI THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �I�1 N E��� TC DL 7 .0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITN*$T88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 206A CALM. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. Tm - BC DL 10 •0 PSF ORWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 47.0 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 L IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 4 7•O PSF 0/A LEN. 21-4-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 0 RIOT P•- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �� OUR.FAC. i .33 IN ONLY, AND SHAH NOT BE RELIED UPON IM ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER`'��� SPACING 24.0" TYPE hips s--TPI -T AT T i T At F T T T NHH HHNH11 (4-3610)� T T '4 COMMON THIS-OWG.THIS-OWPREPARED FROM COMPUTER NPT (LOADS & DIMENSIONS1SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB)): 650 640 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 21.04 TRUSS DESIGNED FOR 100.00 MPH WIND, 20.51 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (199] SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-gravity (-)-Uplift --------------------------------------------------------------- WNW UPLIFT WNN NNN HANGER NMN H5 - -455,(,lacks Only) HUS26 - + 2751# -12860(10d 1ply) MTS12 - -1000, HUS26 - + 3315, -1550, 163 1p1y1) MTS12 - -2000,(2 Each) HHUS48 + 4299/ -1660, f0d 2p1y MT7288 - -3786#(2 Each) (10d) HHUS48 - + 5180, -20000116d 2ply MTT288 - -44550(2 Each) 06d)I HGUS48 - + 6640, -2199# fOtl 2p1 MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650# 16d 2ply CS150 - -]650#(Each) HGUS5.5- +113350 -3945# 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 10'8 10'8" 4X4 m = 1.5X3 1.5X3 0 6v ►r) 3X4 (B i) X4 (B 1) 6.3 177" 3X4 3X7 I 1--2' 21 '4" _I_ 2• R=i155# W=3"8 R=1155# W=3"B i PLg - 1 SEG: 74115 T. TYP9L —ALPINEDESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRo000T5. INC. TRUSSES REWIRE EXTREME CARE 01/27/95 TC LL 30 .0 PSF REF t *IMPORTANT**SMALLNOT BERESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - ��T� f'�. TC OL 7 .0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REOALPINE CONNECTORS ARE MADE OF TOGA GALV, STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10 •0 PSF ORWG 0A446 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ BC LL 0 .0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M CONNECTORS PER DRAWINGS 130, 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING --SEE STATE OF TOT.LO. 47 .0 PSF O/A LEN. 21-4-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 RIO' SEAL aN THIS=ING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � �. Q��� OUR.FAC. i •3 3 IM OILY, ANO SHALL NOT BE R0.1ED RIPON IN ANY DINER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' ���� IfYEEd°���• SPACING 24.0" TYPE Comn •-- • T T T T MAT A ...... T t N ��N RNIB T '4 COMMON THIS W PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (FB). 0600 21404 WEBS 2x4 SP #3 TRUSS DESIGNED FOR 100.00 MPH WINO, 20.51 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 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 --------------------------------------------------------------- NNN UPLIFTNNN NNN HANGER NNW H5 455/(Jacks Only) HUS26 + 2751/ -12860(10d 1ply MTS12 -1000/ 1 HUS26 + 3315/ -15501 16d 1ply MTS12 -2000/(2 Each) (( ))I HHUS48 " + 4299/ -1660/ 10d 2ply MTTMTT288 -4455/((2 Each) (16a) HGUS48 + 6640/ -Of 2199/ !0 2ply MST60 - -4688/(Per 2ply) HGUS48 + 8000/ -2650/(16d 2ply) CS150 1650# Eech) HGUS5.5- ►71335# -3945# 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- 1018" 10'8" — J 4X4 = 1.5X3 1.5X3 6v 3X4 (B0 X4 (B1) 6"3 17'7" X A R7 �2' _}= 21 '4" _I R=1165# W=3"8 R=994# W=3"8 TAG T12 SED: 74136 PLT. TYP.-ALP NE DESIGN CRIT=TPI OTY 7 TOTAL = 7 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXIFIEME CARE 0 1/2 7/9 5 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FGR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM TNIS DESIGN OR TNESE EPECIFICAiI0N5. OR ANY BRACIND. SEE HI8-9/ BY TPI. SEE iMIS OES/GN `IH ���� TC DL 7.0 PSF DATE 01/27/95 FAILURE TO BUILD THE TO SS IN CONFORMANCE WITH OST88 aY TPT. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` �ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIRE"ENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF DRWG A445 6R 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WIT"PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T.LD. 47.0 PSF OSA LEN. 21-4-0 CONFORM W/APPLICASLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER IOT SEAL ON THIS DRAWING APPLIES TO TIE COMPONENT DEPICTED M0 RERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .33 IN ONLY. AND SMALL NOT BE RELIED UPON IM ANY DINER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F /NEE '�.`' SPACING 24.D" ITYPE c o mn At T Ai A F T FCONSTRUCTION ,�H0 1IHIT 4— T T '4 TRAY TH w PREPAR FROM-COMPUTER INPUT (LOADSDIMENSIONS) U MITT Y TRUSS MFR, TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (L81: 650 480 WEBS 2x4 SP 03 BRG.LOC (FTI:: 0.00 21.04 :Lt Wedge 2x4 SP 03: TRUSS DESIGNED FOR 100.00 MPH WINO, 20.47 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. M-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MNN UPLIFT NMNNNN HANGER 0*9 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -4551(Jacks Only) HUS26 + 27511 -12860ii0d tolyl MTS12 -10001 1 HUS26 " * 3315/ -1550#(16d 1ply MTS12 -20000(2 Each) HHUS48 " + 42990 -16601 10d 2ply MTT288 -37860(2 Each) 110d HHUS48 HHUS48 " + 51800 -20001 16tl 2ply MTT288 -445511((2 Each) (1601) HGUS48 " + 66400 -21990 fOtl 2ply MST60 -46881 Per 2ply) HGUS48 " + 80001 -26501 16d 2plyl CS150 - -16501 Each) HGUS5.5" +113350 -39451 116d 3p REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 108" 108" J 5X9 m 1.5X3 0 p 3X6 6 (A) 3X4 to 4X6(F3) X4 X4 (8 1) 6'3L17'7" a 4 5X6 1 . X3 2 3Xb �_2' --{--4'3"8 17'0"8 _I 21 '4" -� R=1160th W=3"8 R=999th W=3"8 TAG T113 SEO: 74120 PLT. TYP.-ALP NE DESIGN CRIT=TPI OTY i TOTAL - i REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CANE 01/27/95 TC LL 30.0 PSF REF *IMPORTANTI(1(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANG ING. ERECTION ANo ^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE M10-91 BY TPI. SEE THIS DESIGN err� T C OL 7 .0 PSF DATE 01/27/95 FAILURE TO BUILD TIE TRUSS IN CO FORMANCE MIT"GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TDP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERBC LL O .O PSF RAG RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDCONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - TOT.LD. 47 •0 PSF 0/A LEN. 21-4-0 CONFORM M/APPLICASLE PROVISIONS OF MOS L 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 � DUR.FAC. 1 •33 IN ONLY• ANO SMALL NDT Rffi RN[LIE01Pd1 IM AMI OTIRER MAY: DESIGN TO TIE Taus ERECTION CONTRACTOR. � SPACING 24.0TYPE spec " TP -T T T i NAT A N F AT F T T N ��INN NR RN11 4- T T13_2_1_'4 TRAY THIS N PREPARED FROM COMPUTER INPU LOADS & DIMENSIONS) MITT Y TRUSS MFR. TOP CHORD 2x4 SP !2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP !2 N UPLIFT (LB): 480 840 WEBS 2x4 SP !3 :N5 2x4 SP 01 W. BRG.LOC FT : 0.00 15.33 TRUSS DESIGNED FOR 100.00 MPH WINO. 20.47 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED DR FULLY OPEN BUILDING (1991 SBC) BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REGUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MMW UPLIFT MMM MMM HANGER NM I M MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 4550(J6cks Only) HUS26 - + 2751! -12860(fOd !ply MTS12 -1000! 1 HUS26 - + 33150 -15500(160 1ply CONTRACTORS WARNING: MTS12 -20000(2 Each) 1 HHUS48 + 42990 -16600(10d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 -3786!(2 Each)) 00 HHUS48 + 5180! -20000(16d 2Ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT280 -44550(2 Each) (16d HGUS48 + 66400 -2199!(10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 -4680!`(Per 2ply) HGUS48 + 80000 -2650#116d 201y CS150 -1650f Each) HGUS5.5" +1!335! -39450i6d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 108" 10'8" 6X6 m 1.5X3 0 6 p 3X4 5 3X4 (F3) i•4• X X4 (B 1) 6'3 17'7' ©4 4X5(R) 4X4 15'7"8 X 5'8"8 ----, 17'0"8 J 21 '4" - R=796(1 W=3"8 R-13620 W=3"8 TA� T14 SEO: 74123 PL TYP -ALP NE DESIGN CRIT-TPI OTY - 5 TOTAL - 5 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 01/27/95 T C LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING. ERECTION AND ^,\ DEVIATION FROM THIS DESIGN on THESE SPECIFICATIONS. OR ANY SPACING. SEE MIG-91 BY TPI. SEE THIS DESIGN ``1T'1III �� TC OL 7.0 PSF DATE 01/27/95 FAILURE TO BUILD THE TAM IN CONFORMANCE WITH OST66 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - v F ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 OR 6 EXCEPT AS MOTEO, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 Q Q PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL CONNECTORS PER DRAWINGS 130, 150 L 1SOA-F. DESIGN STANOAPOS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - T O T.LD. 7 •0 PSF 0/A LEN. 21-4-0 CONFORM M/APPLICABLE PROVISIONS OF NDS B TPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE (7/1/91) FDR PROPER (0 RIO' r SEAL ON THIS DRAWING APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS .� �. Q � OUR.FAC, 1 .33 IN ONLY. AND SHALL NOT 6E RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. , � INEt^ •��` SPACING 24-0" Tspec •--TP • INSTITUTE. NAT A F 7 T NNr IIS (4-36101, T T14 Mono VAULT GABLETHIS DWG PREPARED FROM COMPUTER INPUT (LOADS M N NS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N xxWARNINGxx AN UPLIFT REACTION OF -2220 OCCURED ON A BOT CHORD 2x4 SP #f N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #3 xNWARNING! 1 UNPLATED JOINT(S)xx PROVIDE CONNECTION FOR 530/ AT HIGH ENO OF BOTTOM CHORD TO PROVIDE U(PLIFT CONNECTIONS AT BEARINGS AS INDICATED. PREVENT SLIDING. UPLFT 240 230 BRGILOC (FTT): 0.00 4.00 6.LB): 200 200 67 9.33 15.71 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) --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS W-Gravity H-Uplift --------------------------------------------------------------- xxx UPLIFT NMx ( MMx HANGER *Mx H5 - -455►(Jacks Only) I HUS26 - + 2751/ -1286/ fOd 1ply) MTS12 - -10000 HUS26 - + 3315/ -15501 16d 1ply MTS12 - -2000//2 Each)) I HHUS48 - + 4299# -1660# fOd 2ply MTT288 - -3786# 2 Eachl (10d)� HHUS48 - + 51800 -2000# 16d 2pIy MTT288 - -4455# 2 Each)1) (16d HGUS48 - + 6640# -2199# 10d 2ply MST60 - -4688# Per 2ply) 1 HGUS48 - + 8000# -2650# 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945# 16d 3ply REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 2X2 T 2'2"14 15'6'6 3X4 3 6(7 1.5X3 to Ch 13111 12'1"11 d 4.5 jr) 11'1"11 —`V4 9.9. �---4 —+ 2-13- +2'8- �---6'4 '8 ---� 16' R=20011 W=3"8 R=-223# W=3"8 R=2331 W=3"8 R=4681 W=3"8 R=8251 W=3"8 TAG T37 SEG: 74125 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - I TOTAL = i REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 01/27/95 TC LL 30 .0 PSF REF *IMPORTANT*�(SMALL NOT BE RESPONSIBLE FDR ANT ARNING IN HANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BT TPI. SEE THIS DESIGN �T���1 �•"Z" TC OL 7 .0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITM OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,ot ALPINE CONNECTORS ARE MADE OF 206A DALY. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF ORWG A44a OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 0.0 PSF RAG 'MUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL CONNECTORS PER DRAWINGS 130, ISO C ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE _ STATE OF - TOT.LD. 47 .0 PSF OSA LEN. 16-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 0 R10It z SEAL ON THIS CRAVING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF UMTS �, F � OUR.FAC. 1 33 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANT DIMER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' INEE�'�.`• SPACING 2 4.B" mon O M-- T T T NAi A F AT F T T '� NII /III TYPE Job: (4-3610) T T14 16'0 Mono VAULT THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (LB)' 560 490 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. PROVIDE CONNECTION FOR 530# AT HIGH END OF BOTTOM CHORD TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) PREVENT SLIDING. TYPICAL SIMPSON OR 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. --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -4551(JackS Only) I HUS26 - + 2751# -12861(1011 In Y) MTS12 - -10000 1 HUS26 - + 3315# -15501(160 1ply) MTS12 -20001(2 EaCh) I HHUSAB - + 42990 -16600(iOd 2ply) MTT28B - -37861(2 Each) (10d)I HHUS48 - + 51800 -20000(164 2ply) MTT28B -44551(2 Each) (I6d11 HGUS48 - + 66401 -2199#(100 201y) MST60 -4688#(Per 2oly) 1 HGUS48 - + 8000# -2650#(160 2ply) CS150 16501(Each) I HGUS5.5- +113351 -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3X3 -T- 7'15 17.7• 3X4 .5X3 3X4 3X4 - 0 1 .5X4 3X4 6 C7 d 4.5 2X7 (A 1) 9 9" 12' 16'3"8 —� R=931# W=3"8 R=753# W=3"8 TAG = T27 SED: 74042 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 8 TOTAL = 8 REV, 17.2m SCALE =0.2500 ALPINE ENGINFrPEO PITODUCIS. INC. TnUSSE6 wo.mnF ExIDEME CAnE 01/27/95 TC LL 30 . 0 PSF REF *IMPORTANT**SHALI. NOT BE RFSPONSInLF FOR ANY WARNING IN 14ANDI INC. EnFCnoN AND 1,1111,, DEVIATION FROM THIS DESIGN OR THESE SPFCITICAIIONS. On ANY SPACING. SEE 1110-91 By IPI SEL THIS DESIGN ` ``�uc� F�� TC OL 7 . 0 PSF DATE 01/27/95 M FAILURE TO MLO THE TRUSS IN CONFORMANCF Willi OS198 BY TPI, FOR AUnlllO\AL SPECTAI PfnMANENT MOCING nE W` '1 I 0� ALPINE CONNECTORS ARE mADF OF ?GCA CAI V. STEEL MFF.IING ASIM OUIREMFNIS. UNIFSS OI1xnWISE IMIMAIFn. TOP _ BC DL 10 •O PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNfCrOnS 10 1 ACH FACE OF CHORD SHAT T Of 1_ATLRAI I• 11.IACE0 01111 PRUPFII - 5605 - 0 0 RAG MISS AND MESS OTHERWISE LOCATID ON 11lIS OT SI^N, POSITION LY ATIA('1PD PI• 0011:'I1A'1�IYr.. 1101 TOM Cllnnn W BC LL PSF CONNECIORS PER DRAWINGS 130, 150 c 1GOA I DESIGN SIANUAnOS WI711 PIIOPInIY AFTAr:14.D A::;!0 Cl 11 ING 6L I. "TATE Or TOT .LU. 47 PSF OSA LEN. 16-3—B CONFORM W/APPLICABLE PnOVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNIF,AI. UPOAIE (1/1/911 FOn PROPEn S R SEAL ON THIS DRAWING APPLIES TO 119 COMHTINENT OFPTCIEU HERE DRYWALL APPLICAITON. 111nNISH A GO— OT IHIS EORIO Q � DUR.FAC. 1 .33 IN ONLY• AND SHALL NOT SE RELIED UPON IN ANr ohEa WAG, DESIGN 10 WE 1n; T C11ON CnNTRAc10n. GINE Ea`' ` ^--IPI • TRUSS PLATE INSTITUTE. NOS 1991 NATION%,y ON SPlCIT"ICA11ON IOn WC:I'1 f.ONST1=L1CIICN 11111I1�' SPACING _ 24.B••—=— TYPE mono 4-a T T 21-8-8 TRAY H PM 14-11-10 THIS DWG. PREPARED FROM CIMPUTgA NPUT (LOADS 6 DIMENSIONS) SUBMITTEDY TRUSS MFR, TOP CHORD 2x4 SP t1 N :T2 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #1 N :82 2x4 SP 62 N: UPLIFT L8j: 490 540 WEBS 2x4 SP #3 :W5 2x4 SP 02 N: BRG.LOC FT : 0.00 21.42 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT, ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING (+)-Gravity (-)-Uplift MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ------ .-+-""---"_'----"-----""-- SUITABLE SUPPORT BY ERECTION CONTRACTOR. RWW UPLIFT xNx I WRW HANGER WWW H5 455#(Jacke Only) I HUS26 2751# 12860 0 0d (ply RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. MIN) PRESSURE. MTS12 - -1000# 1 MUS26 " + 33151 :1286000d 1550#(S6tl 1ply MTS12 - -2000#1 2 EaclT ( )) HHUS48 + 4299# -1660#lfOd 2ply MUSTGBE PROPERLY ATTACHED TO THHETBOTTOMRCHORD,AT 24' O.C. MTT28B - -4455!(2 Each (16C) HGUS48 - + 6640# -2199#(10d 201y)) MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(164 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14'8"6 -} 7'0"2 8X8 X4 T 2X3 1.5X3 v 3X4 v v 6 V (A) (A)� Q1 1.5X3 12 rn v 3X7(A 1) d 4.5 m 1'7'14 8'1'2 1.5X3 X B2 '--2' 11 '0"8 •T- 1018" 3X 21 '8"8 R=11961 W=3"8 R=997#( W=3"8 PLGG 33 SED: 74128 T.- TYPE-ALP NE DESIGN CRIT-TPI OTY - 5 TOTAL - 5 REV. 17,2m SCALE 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CAPE 01/27/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI6-91 BY TPI. SEE THIS DESIGN ��`% ' �����' TC OL 7 .0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PE 1 11 ALPINE CONNECTORS ARE NAGE OF FOGA SALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 1 0 0 PSF DRWG O A446 6R 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 N C04WCTORS PER DRAWINGS 130, 150 0 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 21-8-8 CONFORM M/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 0 RIOT ~:- 9EAL ON THIS DRAWING APPLIES IO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS •' �. Q'� OUR.FAC. 1 •33 IN X. ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE IAMB ERECTION CONTRACTOR. •� INEEa`'�`� SPACING 2 4.0" ITYPE spec ■-- i T t A T F t t ��1�N M11`, 4- 5 T / T15G 21-8-8 TRAYH PM 14-11-10 THIS N PREPARED FROM COMPUTER INPUT AO NS) SU13MITTED BY TRUSS MFR. TOP CHORD 2x4 SP 01 N :T2 2x4 SP 02 N: **WARNING** AN UPLIFT REACTION OF -2590 OCCURED ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 03 **WARNING! 1 UNPLATEO JOINTS)** ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 200 200 200 200 270 360 j (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH BRG.LOC (FT): 0.00 2.67 5.33 8.00 11.04 21.46 8d NAILS Q 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) ERECTION CONTRACTOR. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED --------------------------------------------------------------- RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORI2. WIND PRESSURE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------(+)_Gravity-(-)-Up l i f t-------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. **x UPLIFT *** I *Wo HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860((fOd 1ply) CONTRACTORS WARNING: MTS12 - -10000 I HUS26 - + 33150 -1550#(16d iply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 Each) (10d) HHUS48 - + 5180# -2000#060 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MT 28B - -44550(2 Each) (16d)l HGUS48 - + 6640# -2199#(IOd 2ply) t- 15'4"4 M0 -4HGUS48 - + 80000 -2650#116d 2p i ylUi6060## R2�h HGUS5.5- +11335 -3945016d 3ply ---------------- ------------------------------------------ 4XAFNrF-HOLM L ET FOR UPLIFT/HANGER DETAILS 3X4 6 p Q ;Q (A) (A)c�l2'7"11 • 3 O'1 iI P11 v d4•5 CO 10'7"11 -r4 9.9" 1• ice•, _"1L•4 �2'8" +2'8' +2'8' +3'0'8 10'8 2X ((-- 11 '0"8 10'8" r 21 '8"8 - -I R--259# W=3"8 R=142# W=3"8 R=924# W=3"8 R=445# W=3" R=750# W=3"8 R=39# W-3"8 TAG T220 SED: 82313 PLT. TY -ALP PINE DESIGN CRIT-TPI OTY = i TOTAL = i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 01/27/95 TC LL 30.0 PSF REF t IMPGRTANT**SHALL NOT 9E RESPONst9LE FOR ANY ARNING IN HANDLING, ERECtION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-91 SY TPI. SEE THIS DESIGN e", TC OL 7 .0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH MISS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A SAM STEEL MEETING ASTM OUIREMENIS. UNLESS,OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0•0 PSFCONNECTORS PER DRAWINGS 130. 150 O iSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - TOT.LD. 47 •0 PSF O/A LEN. 21-8-8 OF 9 TPI. AN TE SEAL ON TN2S diCONFORM ICABLE AM2N6 APPLIE9wT�D THENCSOMPOtENT DEPICTED HERE DRYMALL IMEER'S ALPINE TECHNICAL APPLICATIDN.AFURNISH/A ILOPYROFROtH13 !rER DUR.FAC. 1 •33 IMONLY• AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��` "--TPI - TRUSS PLATE INSTITUTE• NDS" 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION HHHRRH�R� SPACING 24.0" TYPE gab 1 J b: (4-3610) T T 'p GABLE THIS DWG. PREPARED FROM COMPUTER -INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02-W PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 SP 02 N UPLIFT (LB): WEBS 2x4 SP 03 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIPEMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (fl-Gravity (-)-Uplift --------------------------------------------------------------- XxX UPLIFT WNW I NNW HANGER NXN H5 - -4550(Jack$ Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(fOd 2ply l MTT288 - -37860(2 Each) (10d)I HHLIS48 - + 51800 -20000(164 2p1y) MTT28B - -44550(2 Each) (16(j)l HGUS48 - + 66400 -21990000 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 80000 -26500(16tl 2p Y) CSS5O - -16500(Each) I HGUS5.5- +113350 -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 56 -+ 56 3X4 v 6F,;- CI1 N 2X4 (D 0 X4 (D I) �e. —8 4 11 ' R=94 plf W=11 ' TAG = T22 SED: 73995 PLT, TYP.-ALPINE DESIGN CRIT=TPI QTY I TOTAL = 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINFInFU PRooucts. INC. tPUSSLS REOUTRF LAIREMF CANE 01/27/95 TC LL 30 .0 PSF REF XIMPORTANTXX SHAL L Not BE RESPONSIBLE FOR ANY WARNING IN HANDLING, fm CT10N AND NF ```,III IIIITIi 7 0 PSF DATE 01/27/95 1 \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, On ANY BRACING. SEE 1118-91 BY RPI. SEE THIS DESIGN t us f i7 - T C DL FAILURE TO BUILD THE TRUSS IN COW WITH OSTB8 BY TPIPI . FOR ADDITIONAL SPCCIAI RMAt$NI BIIACING RF V ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIRt.MENIS, UNLESS OTIEPWISF INnICATEO. TOP - - - BC DL 10 .0 PSF DRWG - U A4A6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED Wit"PROPER 5606 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON 1641S nt StGN, POSITION LY ATIACIIFO Pt Y'WOOO SMFARIIN((_ OD1 QOM T:IItNWT BC LL _ N CONNECIOP$PER DRAWINGS 130. 150 C IbOA-1. D(FIGN SIANOAPOS WITH t'11UPERLY A11ACH10 RIL'!U CI It ING - St! STATE of _ TOT.LD. 47 .0 PSF O/A LEN 117 0 0 CONFORM W/APPOICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPEn ?` SEAL ON THIS ORAMTNG APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPt.ILATjON �0Al. . FURNISH A COPY OF THIS Q ` ouR,FAC 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR 'F GINEE1'` W 9--TP1 • TRUSS Pt AtF INSTTTUtF. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION _111„111��` SPACING 24.0•1 TYPE d B b 1 Job: (4— 1 T T 1' Common 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 (L81: 370 360 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 10.71 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 (+)=Gravity (-)-Uplift --------------------------------------------------------------- MMM UPLIFT NMN I MMM HANGER MMM H5 - -455/(Jacks Only) I HUS26 = + 27511 -1286#(100 1ply) MTS12 = -10000 1 HUS26 = + 33150 -15506(160 1ply) MTS12 20000(2 Each) 1 HHUS48 = + 429,90 -16600(100 201y) MTT28B 37861(2 Each) (10a)1 HHUS48 + 51800 -20000(16A 2plyI MTT288 -4455#(2 Each) (16d)I HGUS48 + 66400 -2199#(1011 2ply) MST60 - -4688#(Per 2ply) I HGUS48 = + 8000# -2650#(1611 2ply) CS150 -MO (Each) HGUS5.5= +11335# -3945#(16O 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- .5*6" 5'6" ----� 4X4 m 6 F,77- m 2X4 (A 1) 2X4 (A 1) 1 .4"3 X8 �—2 11 s+� 2 R=670# W=3"8 R=670# W=3"8 2 SED: 74004 PLT. TYPE -ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE 0.3750 ALPINE ENGINEERED PROOUC/S. INC. TRUSSES nEOUiRE EXTREME CANE 01/27/95 TC LL 30 .0 PSF REF (�2 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ETIECTION AND ``1111111 ' n l\ (\ , DEVIATION FROM THIS DESIGN OR TI4ESE SPF CTFICAIIONS. OR ANY BRACING, SEE 1410-91 BY IPI. SFE. IVIS DESIGN _ `US E T - TC DL 7 .0 PSF DATE 01/27/95 (� \\U`V`11AU\V FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPI, FOR ADDITIONAL SPECIAL PEAMANEN1 BNACING RE - v - O\\\\\\/� ALPINE CONNECTORS ARE MADE OF ?OGA GALV SIEFI. ML111NG ASTM DUIREMENTS UNLESS O111FNM1SF IMIICATt D, TOP - - BC DL 10 .0 PSF DRWG 0 A4A6 GH B EXCEPT AS NOTED. APPLY CONNFCIOAS 1D FACH FACE 01 CHORD SHALL [if LAKIIAIIY 1111AC11)WI111 P:101'Ell 5606 RAG [PUSS AND IMLESS OtHEAW19F I OCAK0 ON 11115 Ol:ICR )'OSI ZION 1Y AtIAC11EO IV YWOURI Sln ATf11N0, I10110v I:HI111') M BC LL 0 •0 PSF CCNNECIORS PER DRAWINGS 130. 150 6 160A F. 01.51CN SIANDANOS WITH 1111OPLRLY ATIAL010 I11GID Ci:ll ING `::L STATE OF _ �DU T T.LD. 47 .0 PSF O/A LEN. 11-0-0 COMORM M/APPLICAOLE PPOVISIDNS OF NDS t TPI, AN ENGINFER'S ALP)NF lFCHNlt4L UPDATE 1.'11191) F0N PNOPER ' p'� ---------- SEAL ON THIS DRAWING APPLIES TO TIM: COMPONF.hl OTPICIFD HERE DRYWALL •J'PLIC.ATION. TURNISH A CUPY 01 TMS 1•F,1�CQR10 Q•� R.FAC. 1 .33 IN ONLY• AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN 10 TIIF TRUSS ENELEfON CONIHAC10�t. ,"I:``INE1�•__tol IM ICC MAIC IwcTlHltF Nn, . 1091 NA, PNA1 TIF,,,N SPFftF1f.A1inN FnR MTTnO P.ONC1MIftillN 1111111111 ACING 24.0" TYPE COfT111 4— 12-11-8 AT GIRDER THIS OWG. PREPARED FROM COMPUTER INPUT 160ADS & DIMENSIQNS) U M TT Y TRUSS MFR. TOP CHORD 2z6 SP fi N BOT CHORD 2 4 SP If 2 Complete Trusses Required Dense WEBS 2xz4 SP #3 :W2 2z4 SP 01 N: THIS GIRDER DESIGNED TO CARRY 21-04-00 TRUSSES FRAMING TO NAILING SCHEDULE: (0.1310.0,g_nails) TOP CHORD FROM ONE SIDE AND 16-00-00 TRUSSES FRAMING TO TOP CHORD: 1 ROW E 7' .C. TOP CHORD FROM OTHER SIDE. BOT CHORD: 1 ROW Q 16' DD.C. MESS i ROW Q 4' D.C. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED USE EQUAL SPACING BETWEEN TONS AND STAGGER NAILS UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. IN EACH ROW TO AVOID SPLITTING. (!) 1/2'.p01ts MAY BE USED FOR 2 O.13fx3.0_g flails ON A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. THE TOP CHORD ONLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (1.81: 280 280 2130 2130 SRG.LOC (FTI: 0.00 12.67 TRUSS DESIGNED FOR 100.00 MPH WIND, 16.75 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)'Uplift MMM UPLIFT MMM **" HANGER MMM H5 455#(Jacks Only) HUS26 " + 2751# -12861(lod 1plY) MTS12 -10001 f HUS26 - + 3315# -15501(16d IPIY) MTS12 - -20001(2 Each) 1 HHUS48 - + 42991 -1660/ 10d 2ply MTT268 - -3786/{2 Each) (10d)I HHUS48 - + 51800 -2000/(16d 2ply) MTT288 -44550 2 Each) (16d)1 HGUS48 - + 66400 -2199#((100 21)1Y) MST60 -46881 Per 2ply) 1 HGUS48 " + 8000# -26500(16d 2ply) CS150 -1650#(Each) I HGUS5.5" +113350 -3945# 16d 3ply ----------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —�- 43X7 4 1T8, r10V3XZ 4XIO 3X9 4X 12' 11"8 _1 3 R=5596# W=3"8 R=5596# W=3"8 3X4 TAGT17 SEO: 74134 PLT. TYP.-A PINE DESIGN CRIT=TPI QTY= i PLIES- 2 TOTAL- 2 REV, 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 01/27/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY FPI. SEE THIS DESIGN - �T�t1"11 ����� TC DL 7 .0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05TOD BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v� O� ALPINE CONNECTORS ARE MADE OF 20GA SAM STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG O AAAA GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL O O PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M CONNECTORS PER DRAWINGS 130. 150 C IEOA-F, DESIGN STANDARDS WIFH PROPERLY ATTACHED RIGID CEILING --SEE STATE Of TQT,LD, 47.0 PSF 0 A LEN. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FDR PROPER 0 R10 T, P SEAL ON THIS pRAWINIi APPLIES iD tHE COMPONENT DEPICTED/ERE pRYWAII APPI.ICAFtON. FURNt911 A COPY OF iH19 Q OUR.FAC. 1 .33 IN ONLY, ANO s/NAII NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN t0 THE TRUSS ERECTION CONTRACTOR. '•���U INEE�'�.`"� SPACING SEE ABOVE TYPE flat W--TPI T t F i NAF A N F ! T F UDR R�RR LOT 4—d N A ---THIS M . PREPARED FROM COMPUTER INPUTJLOADS & DIMENSIONS) M TT O BY TR SS MFR. TOP CHORD 2x1 w#2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x1 SP 02 N UPLIFT (LBI: 330 220 200 WEBS 2x4 SP 02 N BRG.LOC (FT : 0.00 7.00 7.00 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.51 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 216.72. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NNN UPLIFT OOO OON HANGER MON CONTRACTORS WARNING: H5 - -4550(JackB Only) HUS26 - + 27510 -12861 NO WYTHIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 • -10000 HUS26 - + 3315• -15500 16d 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each)) HHUS48 - + 42990 -16600 fOd 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860(2 Each) (fOd) HHUS48 - + 51801 -2000/ 16d 2ply MTT288 - -44550(2 Each) 116tl HGUS48 - + 66400 -21990 103 2ply MST60 - -4688/ Per 2ply) NGUS48 - + 80000 -26500 16d 2ply CS150 - -16500 Each) HGUS5.5- +113350 -39450 1d 301y REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=217# W=1"8 21'3"4 m 0 6v T3 2X6(82) 17'7• �2- 7' R=520# W=3"8 R=751 W=1"8 TAG Tpp4 SED: 74138 PLT. TY P -ALPINE DESIGN CRIT=TPI OTY 2 TOTAL = 2 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 01/27/95 TC LL 30.0 PSF REF N IMPORTANT**SHALL NOT SE RESPONSIBLE FOR ANY A RN I NG IN MANGLING. ERECTION ANo 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �% x111 T�� TC DL 7 .0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8a BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` �us '��� µPINE CONNECTORS ARE MAGE OF 206A BALM. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. 10P - - eC. DL 10 0 PSF DRWG A44a 9R 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED NtTH PROPER , 5606 BC LL 0.0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD V CONNECTORS PER DRAWINGS 130, 150 9 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE of TOT.L D. 47 .0 PSF 0/A LEN. 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 0 RIO Y' P'- SEAL ON THIS GRAVING APPLIES TO THE CONPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �• �. Q � 0 R.FAC. 1 •33 IN ONLY, AND SHALL NOT BE RELIED UPON 1N ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��• INEE�x�x� SPACING 24.0" ITYPEa a c k -TPI • T T NAT A F AT F i �N HN Ixlxx { , (4-3610)--1T / J 5-0 CORNER JACKTHIS W . PREPARED FROM COMPUTER INPUT (LOADS IM NS NS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (LB): 290 200 200 WEBS 2x4 SP /2 N BRG.LOC (FT): 0.00 5.00 5.00 TRUSS DESIGNED FOR 100.00 MPH NINO. 19.09 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 11991 SBC) REACTION OF 139.59. --------------------------------------------------------------- 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. ---------------------------"--""'-: ---------------------- NNS UPLIFT NNM NNN HANGER NNW CONTRACTORS WARNING: H5 - -455#(Jacks Only) HUS26 - * 27511 -12860(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MT512 -1000e HUS26 3315a 15500(16d 1131y) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) HHUS48 - + 4299 -1660 SOd 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860(2 EaCh) (10d1� HHUS48 - + 5180/ -2000f 16d 2ply MTT288 -4455/(2 Each (16011 HGUS48 - + 6640! -2199/ 10d 2ply MST60 -4688/((Per 201y) HGUS48 + 80000 -26501 96d 2ply CS15O 16500(Each) HGUS5.5- +113350__3....- 945/ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=1401 W=1"8 20.3"4 m 0 6 3 2x6(B2) 2. J- 5. I R=4371 W=3"8 R=46# W=1"8 PLTs 33 SEG: 74142 . TYPB- ALPINE DESIGN CRIT=TPI GTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 01/27/95 TC LL 30.0 PSF REF t I MPGR T AN T�(*SMALLNoi9EPESPa+S i OLE FOR ANY ARNING IN HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 9Y TPI. SEE THIS DESIGN _ .�Ts�c' ��� TC DL 7•0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS iN CONFORMANCE NIiH OSTBB aY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE COM4CTORS ARE MACE OF 206A GKY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 •0 PSF DRWG M46 OR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ BC LL 0 O PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N COHlECi0R5 PER DRAWINGS 130, 150 C 180A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT.LO. 47 .0 PSF 0/A LEN. 5-0-0 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER (0 RIO SEAL O1 THIS GRAVING 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 LVON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '�iZNEVPra c k N-_ INSTITUTE- NATIONAL F AT T T SPACING 24.0" TYP k Job: 4- T CORNER JACK THIS owG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED Y TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 SP #2 N UPLIFT (LBI: 260 200 200 WEBS 2x4 SP 02 N SRG.LOC (FT : 0.00 3.00 3.00 TRUSS DESIGNED FOR 100.00 MPH WINO, 18.59 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) REACTIONOF 46.68. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ------------------4(+)_Gravity-(-)-Uplift MUST E PROPERLY ATTACHED TO THE BOTTOM CHORD. -------------------------------- NNN UPLIFT NNW NNN HANGER NNN CONTRACTORS WARNING: H5 - -455#(Jack. Only) HUS26 + 275It -1286#00d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 MUS26 - + 3315# -1550# 16d 1Ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 -2000/(2 Each HHUS4B - + 4299# -1660# lod 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37861(2 Each) (10d HHUS48 - + 5180# -2000#1160 2ply) MTT288 - -4455#(2 Each)) 1I16d1) HGUS48 - + 66401 -2199# 10d 2ply MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -2650# 160 2ply CS150 - -1650#(Each) NGUS5.5- +113350 -39451 16tl 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=47# W=1"8 19'3"4 n7 , 6� 3-:3 2x6(et) ru R=372# W=3"8 R=32# W=1"8 48 PLT. TTAYP.-ALP NE DESIGN CRIT=TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE7-0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEGUIRE EXTREME CARE 01/27/95 TC LL 30 .0 PSF REF (�2 �F I MPORT AN T)E�E SHALL Not BE RESPONSIBLE FOP ANY A RN I NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIf1CAtI0N5, OR ANY BRACING. SEE NIB-Of BY TPI. SEE 'NIS DESIGN TC OL 7.0 PSF DATE 01/27/95 FAILURE t0 BUILD THE TRUSS IN CONFORMANCE WITH OSTBE BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF POBA MY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF [)PWG AA40 GR O EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER . 5606 'PUSS AND U LESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 90770M CHORD N BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 B 15OA-F. DESIGN STANDAPOS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - T O T.L O. 47 .0 PSF O/A LEN, 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF WDS 0 IPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (0 RIOY' ': SEAL ON TNN!oRAMINC APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q � OUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE PELTED UPON IN ANY O'1ER MAY, DESIGN To THE TRUSS ERECTION CONTRACTOR. � NNINEE�'.`� SPACING 24.0" TYPEjack k Y--IPI - T AT T N T NA F CONSTRUCTION 4- j / J 1*0 CORNER JACKTHIS M . PR PAR FR M COMPUTER INPUT LUADS & DIMENSIONS) U M TTE Y TRUSS MFR. TOP CHORD 2x4 SP 12 N WWWARNINGxx AN UPLIFT REACTION OF -1791 OCCUREO ON A BOT CHORD 2x4 SP 02 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REOUIREO. WEBS 2x4 SP 12 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 327.36. TRUSS DESIGNED FOR 100.00 MPH WIND, 18.09 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 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 Nxx UPLIFT NNN xNx HANGER Nxx INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 -45511Jacks Only) HUS26 + 2751/ -f2B6/ 10tl 1ply) MTS12 • -10001 HUS26 - + 33151 -15501 16tl 10ly NTS12 -20001(2 Each) HHUS48 + 42991 -16601 10tl 2ply MTT288 -3786112 Eacn) (foal HHUS48 + 5180/ -20001 f6tl 2ply� MTT288 - -4455112 Each 116tl HGUS48 + 66401 -219901100 2ply MST60 -46881(Per 2ply) HGUS48 + 80001 -26501 160 2ply CS150 -1650/(Each) I HGUS5.5- +113351 "39451 16tl 3ply ----------------------'--------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 18'3.4 T3 2X6(82) 1'0.3 Jo17'7" I--2 - R=4491 W=3"8 R-32'ff=6t=A'Y8=1"8 TAG T40 SED: 74152 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 01/27/95 TC LL 30 .0 PSF REF *IMPORTANT*M SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HTB-91 By TPI. SEE THIS DESIGN ,%% "' TC DL 7 .0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 9St88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE " ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIRE"ENTS. UNLESS OTHERWISE INDICATED, TDP - - BC DL 10 •0 PSF DRWG A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 .0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLrM000 SHEATHING, BOTTOM CHORD ' BC BC LL CONNECTORS PER DRAWINGS 130. 150 G 180A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.LO. 47 .0 PSF 0/A LEN. 1-0-0 CONFORM N/APPLICABLE PROVISIONS OF WDS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C 0 R10Y' P- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FiXN115M A COPY OF THIS �. Q �� DUR.FAC. 1 .33 IN ONLY ANO=LNG BE RELIED URN IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 24.0" j YP a C k x-- INSTITUTE. NAT NA P F A T MNNM MMMT 0 4— P JACK THIS N PREPARED FROM COMPUTER INPUT (LOADS r DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 11 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP :1 N UPLIFT ILB): 200 200 200 WEBS 2x4 SP :3 BRG.LOC FT11: 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WINO, 19.59 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ONLY. DO NOT USE WITH PLASTER CEILING, TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REOUIREMENTS THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM (*)"Gravity (-)-Uplift REACTION OF 330.92. ------ NMN UPLIFT xNx I NNN HANGER NNN THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 H5 -455/(Jacks Only) 1 HU326 + 2751: -1286f 10d IVY) SETBACK. CORNER JACKS HAVE NO WEBS. MTS12 -1000: 1 HUS26 - + 3315: -1550: 16d Iply) MTS12 " -2000:(2 Each) HHUS48 - + 4299: -16600(fOd 2Ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MTT288 -3786:42 Each) (fOdl� HHUS48 + 5SB0: -2000/ 16d 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 " -4455: 2 Each) (16d)I HGUS48 + 6640: -2199: 100 2ply CONTRACTOR WARNING: CS150 -1650#(Each) ( HGUSS + 80301{-394gf 16d 160 3ply ATISPEC fICILOCATIONS� F&L R CARESIS ADVISEDUPPORT IT DURING LOA03 REFERENCE HOLMES LUMBER DETAIL SHEE FO AFTINA� DETAILS INSTALLATION TO ENSURE THAM THIS TRUSS IS ERECTED PROPERLY, 12'8"12 21'3"8 2X4 17) 0 4.24 p Q 2X5(B i) '3 DQ Z±�_17*7" �--2.9"15 9. 10"13 J �---- 4'2"15 -- ►— —5'7"14 _I R=560# W=4"15 ,,1 R=295# W=1 '8 PLTAY A, SEG: 74154 T. TYDESIGN CRIT-TPI GTY - i TOTAL = i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 01/27/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - .�tt1� �T��• TC DL 7 .0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - •• - 1 Q Q PSF DRWG ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 14148 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 Q Q pgF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL CONNECTORS PER DRAWINGS 130. 130 G ISOA-F. DESIGN STANDAPOS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 47.0 PSF 0/A LEN. 9-10-13 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/9tl FOR PROPER 0 R10 SEAL ON TX74 DRAWING APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THJS ,• �. Q�� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' •,,• 1NEEF',,0 SPACING SEE ABOVE TYPEjack W--P "T T T t i NAT A F AT f T T N ••N H.�� J 4- T J §-2-8A THIS M PREPARED FROM COMPUTER INPUT (LOADS G OIMENSIONSISUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP /2 N THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BOT CHORD 2x4 SP 12 N REACTION OF 182.00. WEBS 2x4 SP #2 N CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, R=182# W=1"8 11'1'8 Zn 6 p m 2x4 (Ai) 6'2"8 --� R=493# W=3"8 R=61# W=1"8 TA TSED: 74140 PL TYP.229-A PINE DESIGN CRIT-TPI OTY = 2 TOTAL 2 REV 17.2m SCALE -0.5000 ALPINE ENGINEERED PROOUCTS, INC. TRUSSES REQUIRE EXTREME CARE 01/27/95 T C LL 3 0.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, EPECTIO14 AND n 1_\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIS-91 BY TPJ. SEE THIS DESIGN �Tt"`111 ��i TC OL 7 •0 PSF DATE 01/27/95 V�AY\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , v f % ©� ALPINE CONNECTORS ARE MADE OF&"A GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED, TOP - BC OL 10.0 PSF ORWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606RA G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M 8C LL 0•0 PSF CONNECTORS PER DRAWINGS 130, ISO G 180A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.L D. 47 0 PSF 0/A L E N. 6-2-8 CONFORM M/APPLICABLE PROVISIONS OF NDS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' SEAL(x(THIS DRAWIN9 APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICAtION. FURNISH A COPY OF THIS °qt0�Q'� . OUR.FAC. 1 •33 I. D►r.r, AND 6MALL MOT BE RELIED RIPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR, '���H INEEao,-- ` SPACING 24.0" ITYPEeCk A-- AT T i A F t t T HHIR 11111 4.36JO) LOL_Z_J_�-0 CORNERTHIS OWG, PREPARED FROM COMPUTER INPUT LQAM_g DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x1 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x1 SP :2 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP f2 N 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 133.72. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)"Gravity (-)"Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNN UPLIFT WNW NNN HANGER www CONTRACTORS WARNING: H5 -4550(Uacks Only) HUS26 + 27511 -!2861 10d !ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -1000/ 1 HUS26 " + 3315/ -!550/ !6d !ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 -20000(2 Each) I HHUS48 - + 4299: -1660#110d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -37860(2 Each) (f0d1� HHUS48 + 5180: -2000/ 16d 2ply MTT288 -4455#(2 Eachl) (16d1) HGUS48 + 66400 -21990 ISO 2ply MST60 -46880 Per 2ply) HGUS48 + 8000: -2650: 16d 2ply CS150 - -16500 Each) HGUS5.5" +1-------------------------- 1335) -3945: 160 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 10'6'4 m 0 6 p Cu 2X4 (A i) 43 6 �2' 5' J R=4451 W=3"8 R=441 W=1"8 TAGG T30 SED: 74144 PL7. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 01/27/95 TC LL 30.0 PSF REF 2 *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR AN" WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN _ .1T�US' �� TC OL 7•O PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 09T88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE KU ALPINE CONNECTORS ARE MADE OF 200A BV. STEEL MEETING ASTM OUIREMENTS. LESS 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 - 5606 -- 0 .0 PSF R A G UN TAM AND LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL CONNECTORS PER DRAWINGS 130. ISO C ISOA-F. DESIGN SIANOARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE: OF TOT.LO. 47 .5 PSF O/A LEN. 5—0-0 CONFORM M/APPLICABLE PROVISIONS OF HOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPER RTO' Y 0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 9- OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE6,0" SPACING 24.0" TYPE a C k W-- T NAT 7 ' NIH HNH� a 1. b. J 4— T /--,J 3*0 CORNER JACKTHIS OM _PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) M TTEO BY TRUSS MFR. TOP CHORO 2k4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2W4 SP /2 N UPLIFT (LB): 250 200 200 WEBS 2x4 SP /2 N BRG.LOC FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 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 37.26, 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. --------------------------------------------------------------- KKK UPLIFT MNK NMN HANGER NNN CONTRACTORS WARNING: HS - -455/(Jacks Only) HUS26 2751/ -1286/ i0d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -1000/ HUS26 - + 3315/ -15500116d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 -2000/`(2 Each (( )� HHUS48 + 4299/ -1660/ fOd 16d 2ply INStALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -44950(2 Each 116d HGUS48 • + 6640/ -2199/ iod 2ply MST60 -46880(Per 2ply) HGUS48 + 80000 -26500 16d 2ply CS150 - -1650/(Each) HGUS5.5• +113350 -3945/11111116d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 9 6"4 0 6 2X4 (A 1) 3 + �8' R-384# W=3"8 R=147 W-1"8 PLT = 33 SED: 74146 . TY .—ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 01/27/95 TC LL 30.0 PSF REF ((��2 X*IMPORTANT*jE SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND ,,,,, , 1\\\jVVf DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIR-91 BY TPI. SEE THIS DESIGN �1, eN�N, TC OL 7.0 PSF DATE 01/27/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - - O ALPINE CONNECTORS ARE MADE OF FOGA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF ORWG A448 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER , 5606 0 .0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 47.0 CONNECTORS PER DRAWINGS 130, 150 G )SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - TOT.L D. 4 7.0 PSF 0/A LEN. 3-0-0 CONFORM N/APPLICABLE PROVISIONS OF IAS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER OR I0 R SEAL ON THIS DRAWING APPLIES 70 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 07HER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �N, INEE�`',.`• SPACING 24.0" T YPjack --T T T A F AT F T i ��NM MMR��� e 4— CORNER JACK THIS N PREPARED FROM COMPUTER INPUT LgADSI NSUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP :2 N NNWARNINGNW AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP :2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (L8): 310 200 200 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 PSP 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: 1+1-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------- ----------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNN UPLIFT NNW I OWN HANGER NOR INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455:(Jacks Only) HUS26 + 2751f -1286fliOd !ply) MTS12 - -10000 HUS26 - + 33150 -155001160 IPIYI M7S12 - -20001 t2 Eeth) HHUS48 - + 4299! -16601 100 201y MTT288 - -3786!(2 Each) (10d)l HHUS48 - + 5180! -2000: 160 21)1Y MTT288 - -4455: 2 EaChl 1116011 HGUS48 - + 66400 -2199: 100 207Y MST60 - -4688! Per 20y) HGUS48 - + 80000 -2650!(16d 2ply CS150 - -16500-Each) HGUS5I5- +1!3350 739450(16d 301Y -------'7394----^^------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 8'6"4 2X4 (A i) io 4.3 8' -i R=505# W=3"8 R--228#-8®!"8-V 8 G 33 SED: 74150 PLT. PL TY DESIGN CRIT-TPI OTY - 2 TOTAL 2 REV, 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 01/27/95 TC LL 30 .0 PSF REF _ *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN II IIHus, �� ��� TC DL 7.0 PSF DATE 01/27/95 V�\ FAILURE TO BUILD THE TRUES IN CONFORMANCE WITH GSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O�\V�IV ALPINE CONNEC70PS ARE WAGE OF 200A 9ALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG �+ 0 A446 SR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHARD SHALL BE LATERALLY BRACED WITH PROPER - 5BO6 R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHW1R0 N BC LL 0 O PSF / CONNECTORS PER DRAWINGS 130, 150 C ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 1-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS i TPI. AN ENGINEER'S ALPINE 7ECHNICAL UPDATE 17/1/911 FOR PROPER 0 RSO P` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 1H19 F Q'� DUR.FAC. 1 .33 IN ONLY, AND SNUN.L NOT RELIED UPON IM ANY O1HER WAY. OESTGM TO 71E TRUSS ERECTION CONTRACTOR. INEEa`'�I SPACING 24.0" jack W--P -T AT T AT F AT F T T N ''��IHH IIII, TYPE b' 4- 1 T J 6-2-8 H I P JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 460 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 8.78 8.78 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 (1997 SBC) REACTION OF 283.93. -------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 06-02-08 (+1-Gravity (-1-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. -------------------------------------------------------------- Mxx UPLIFT xxx I xxx HANGER xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 -455#(Jacks Only) I HUS26 = + 27510 -12860(100 iply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 = -10000 1 HUS26 • + 3315# -1550#060 1ply) MTS12 - -20000(2 Each) I HHUS48 + 42990 -1660#(10d 2ply) CONTRACTORS WARNING: MTT288 -3786#(2 Each) (10d)1 HHUS48 = + 51800 -2000#06d 2pIy1 THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT2BB -4455#112 Each) 015d)1 HGUS48 + 66400 -2199#(100 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) 1 HGUS48 + BOOO# -2650#06a 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5= +113350 -3945#(160 3p1y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9E3# R=284# W=1"8 rn �• 11 '8"13 11'1"12 1.5X3 In 4.24 C,;-- 2X4 (Al)2X4 (AI) 4"3 9, 1 . X4 �__2'9" 15 8'9"6 J �•--3' 1"B --- . 5'9"6 -� R=470# W=4" 15 — 137# R=264# W=1"8 TAG = T34 SEO: 73989 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL = 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REDIIIIIE EX111ENE CARE 01/27/95 TC LL 30 .0 PSF REF 2 *I MPO R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN "ANOLING. EPEC110N AND s TC OL 7 .0 PSF DATE 01/27/95 \vA"NV DEVIATION ION FROM THIS DESIGN OR THESE SPECIFICATIONS.ICAlI0N5, OR ANY BRACING. SEE Hi8-9f BY IPI. SEE tH15 DESIGN ��f`t[� ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSt88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - v E � - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHFPWISF INDICAII'0. TOP - - BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOtEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERAIIY BRACED WITH PROPER - 5606 q R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS GF.SIGN. POSITION LY ATTACHED PLYWOOD SHFAI"INC, 00110"C1-OPn W E C LL _— 00 PSF CONNFCTORS PER DRAWINGS 130. 150 6 16OA-F. nESTGN STANDARDS WITH PROPERLY ATIAC111j 01610 CF It INC � !:L I. STATE OF TOT.LD. 47 .0.PSF DSA LEN. 8-9-6 CONFORM M/APPLICABLE PROVISIONS OF NOS 6 IPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C 0 qLO P P SEAL ON 11115 DRAWING APPLIES TO THE COMPONENI DEPICTED t1EPE DRYWALL APPLICATION. FURNISH A COPY OT T"15 F Q DUR.FAC. 1 .33 CU IN ONLY. ASHALL NOT BE RELIED WON IN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONtRACI_OR. IN''tY` � --IP - TRUSS At INSTITUTE. NOS • t9jL NATIONAL DESIGN SPECIE CAi py FOR 0000 CONSTRUCT N �'t 1T11t SPACING SEE ABOVE TYPE j a C k 1/4!'=.02' 21.50 26.00 111.50 1/2"=.04' (14.4) 59.00' 3/4!'=.06' 389.26'00"w I"=.08' 1-1/4"=.10' 1 -1/2"=.12' 1-3/4!'=.14' N o w „_ ' 4 3 ch 2-1/4"=.18' w A v 2-11/2' =.20' o 0 2-3/4"=.22' 3"=.25' PATIO 4 3-1/4"=.27' 21.84 1 0'x8' 0.50 3-1/2"=.29' 3-3/4!'=.31' ❑ 37. 0 4$=.33' A/C PAD 4-1/4"=.35' 3'x3' 3 N 4-1/2"=.37' W 4-3/4"=.39' °1 5"=.41' o W.- o 5-1/2"=.45' N o 0 o W c/E 0.50 5-3/4"=.47'M 3 6"=.50 4 6-1/4"= 52' w nNi " . v,15.92 �, 6-1/2 =.54' O o 0 6-3/4"=.56' 7"=.58' O1 7-1/4:'=.60' 22.31 7-1/2"=-62' 7-3/4"=.64' 8"=.66' 8-1/4"=.68' \ 8-1/2"=.70' 8-3/4 =.72' o0 9„=.75' �o 9-1/4:'=.77' 9-1/2"=.79' 9-25/4"=.81' 10"=.83' 43.50' 10-1/4"=.85' (13.8) n89'59'00"e 10-1/2"=.87' 10-3/4"=.89' \ 11-1/4"=.93' mss s•'s?.e 11-1/2 =.95' 11-3/4"=.97' �K Fv* �w wo ^ F r, p p R�,-N1c,6 F¢Cc N PSP h FAIR � Mt^R t� n � 0 �Y 1;0 Ln Z rr, �. 0 GH POINT USED TO RETE RMtNE A.B.M.} 26" A•B.M. � BENCHMARK CHI TYPE: A LINKSIDE COURT NORTH GRADE 696O Sq•Ft. r,677 ��� 1-1 off) ADDRESS: L1 N K S i D E s �!'1 COMMUNITY: S E LV A 1 6 PALLETS ✓J DIVIBI OSS LOT: 119 UNIT 2 G FENCE: 1483 DWG.: 1 1 9 S L2 • Dw FLATWK: DATE: 2/28/95 FNDTN. TYPE: MONO DRAWN BY: R.A.M. SCALE: 1" = 20.00' I� . ERARTMEAIT OF BUILDING CITY OF ATLANTIC BEACR, SA PERMIT NFOi�ATLON ------ �___-�_- _ � LDC���� � �FD�A"��C��f I rmi I�tuamla : 9599 Ad r as; 16'x' LINKSIDE COURT NORTH P rrn t< 'yp+e. EOILtVINO ATL,I9 TIC BZ ICHi FL.ORIL A233 �a I�fia k: NEW "_ ".. LZGAL, DESCR1PTI4N - - �.CaDzt r Type: WOOD FRAME Lot ': Ii "I� , ck� ��� an: 1pPio ped use. BI F"A ILS Tcsw��h1P R" ' 4 g CcstDtE.: Suacn: B�UA DLFIE ~ I sIa iat d Value: $106826 0 Improv Cost ` SCI .DD Tq $2940a98 AmtQ q „rw 1.447. " dv% N 'IC B �- - APPLICATION FEES' ' a ' L ESTATE .PT $741.50 � r DE CT a, o T WI4TEE iIETERf TAP $86.0 -RA,000 .GAS-R.R.S. ,» N'F 4 INP0 N - RADON CAB .662 THPC1N'L" DRIVE SEWER TAF' .LL ,: P CROSS" CO�NEC' ION � tl . 4 T�yP 54 SEC H, IMPACT FSI?' d�0D 'r n� ku° 't' k CA NOTIER: QOi'ICB4DI I1 10 S'Ft1£ .tam V,1a, 00000 000 00004 NO'T'ICE-ALL CONCRETE FORMS AND FOOTINGS MUS' Be INSf�EC7'E�BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ING MATERIAL,RUBBISH AND DEBRIS FROM Ti4IS WORK 'v E PLACED 1IN PUBLIC SPACE,AND MUST 8" RED UP AND HAULED AWAY BY EITHER CONTRACTOR DR ERS r. .0 C 3 P' VVl `H 4 EN " . NTAN ESUL PROPERTY RTY WNERPAYINGTWICEFO INGIMPROVEMENTS" t, ` ED AC QRDING TO APPROVED PLANS WHICH ARE PART OF TH PERM.IT AND SUBJECT TO REVOCATION FDR r Y TION,QF APPLICABLE PROVISION&OF LAW. A" TIC BEA, I RTMEIdT ;Ti 0�� 000000000 . $741.5f► I4 E �'` t i 0 V301%:01 Rte: 0042319 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ', --, Date :3—.,;?7- E-5-1 Heated Square Footage 2'�-@ $55 ,01 per sq ft = $ Garage/Shed _ @ $ 17 . 11 per sq ft = $ 9 La Carport/Porch _@ $ fel per sq ft = $ Deck @ $ per sq ft = $ Patio @ S ° per sq ft = $ GC TOTAL VALUATION: $ Total Valuation 1st $ �l v $ O Remaining Value $3. per thousand or portion thereof TOTAL BUILDING FEE $ ® `� + 1/2 Filing Fee $ 2�IG 5 ( Fireplaces @ $15 .00 $_ydiOG BUILDING PERMIT FEE $ 71-11Sd WATER IMPACT FEE $ SEWER IMPACT FEE $ I .2,5J " WATER METER/TAP $ "?5 CAPITAL IMPROVEMENT $ _? _5 SEWER TAP $ ' ( IgV7) RADON (HRS) .0050 $ 6 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ SURCHARGE .0050 $ G 5 . 72 OTHER S 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: