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Permit 1637 Linkside Dr N (vault folder) ADDRESS 16 On" BUILDING PERMIT NUMBER (7/ / INSPECTIONS: FOOTING UNDER SLAB PLUMBING_ SLABY�- FRAMING__ COVER-UP INSULATION '9S FINAL BUILDING_ - I CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH_3 " 9 9 S FINAL 3 " Jct_ 9S MECHANICAL PERMIT # l ©D PLUMBING PERMIT # -7 NOTES: ppm ♦ :' 10844 , :114-111 477 � 4 A r AITME W d', CITY OF ATLANTIC f IgACN Mt kM aW P+`EDW 70POPART 1 0Y+w Mi wYt+Mr 4w Y +Y MF LOCATION YW: /4 ORMAT '�^„1' M—ale------ �1. l+l r 10844 ddress» 163 LTffXSIT R �R V1 NORTH r t `L'Y100: B IL INO ATLANTIC, H AC A, FLORIDA 32233 6f woik""« ' AL'TzRAT1Obi UWAL ISN,E�CRt;�IQ�1 tonst'r . Type:, ,WOOD rpt: 00' Block: S*ctibn: rpop sed doe: SCREEN ENCLOSURE CLOSURE TC3W'nship t RNO 3 0 wrell:i ; Cade: 4 ubdiv;i*ion; SALVA LINKSIbi, -ti t44 Vilue: +2770,00 I ttlp.ir r C"aa t : $0.00 'Dotal Pees : $3so Amount` Date 26J�5 irk, I es c. 1,' PATIO ENCLOSURZ T21H ALUMI SIPM ROOF - ,at : . .... ..� TION -��- � APPI,IC ATION PVNS $37 .so, F7 OR , R NORTH RATS I14PAC1'1.1P` N . 3 Qt? C L#'R S i A 3 3 AL"'I' !" .00 � k 00 C 1" O RADON CAD, % ONORRS, NC. CAPITAL 1 1--Ove, $C)•:t tl- dd - QR 0 N p. . CROSS CONNECT 10-14 $01-:00 . OCfl r S Tyre. I SEC,- H IMPACT FII `. 0 OP CONST.Nt�NCNAROR 0,�, ,, NOTES} x, NOTICE--,ALI_.COJ RETfi Fl��AND,F00TINGS MUST 8E INSPECT,SEF0RF f4Ufl1NG .' PER# IT VOID SIX MONTHS AFTER PATE OF ISSUE SUIL1 l IG MArERtAL RUBBISH AID t��iS F# M THIS WORT{MUST NOT BE PLACED IN E;'UBLI10 SI'A+ F"ANO MUST 8E CL ©UP.ANID MAO AWAIf'EY-EITt=1E�i CONTRACTOR OR'��R IN ACCCtFEDIIdG TO.APPIC31tED PtAN51NHlCH ARI:PART 0E THIS 1ERM#T AN17 SUIIECT 1Vt3CAI # 11 ION C3F AI PLICABLE PR ISiON 43F LADY AE'AN 'ICi BE $U(i.DINC ElEIiRTMENT f1 # S E P 151995 Building and Zoning CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : I�"( tCl�/kE�- ���E�t►JS Address: Phone: 24 1-03 t I Lot # Block or Unit # Subdivision: Se-WA L ovstoe Ckwr 2- Contractor: Contractor: Ja[Y\E5 &20L',) }J 1 S00,IN R � �;C--4-03.Arei 3 �� L Address : UO Lo<< Arc- �)L DtNA Pk PAe« Phone No: 7"7(0- t24'- Describe work to be done: gh Present use of building: valuation of Proposed Construction: Z� Proposed use: — Is this an addition? , -- S If yes, what are the dimensions of the added space: 10 ft . X ft. Will the added area be heated and cooled? tJNew electrical (or increase)? rJ-'-� New plumbing fixtures? N 0 New fireplace? tAONew Heat/AC? tA Q) � SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR A FIDAVIT, IF OWN . IS ONTRAC i Si ature OWNER:J Date: Signature CONTRACTO ��`� "� Date: Q10 cE "A�pp�&PoN�N�p4F� SF- 7 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address– / 6o ,S 2rev S ! D r Date C)" " c1 S Heated Square Footage @ $_ per sq ft = $ Garage/Shed " $ per sq ft = $ Carport/PorchIt� r ._.@ $ per sq ft = $ Deck per sq ft = $ Cly -- J Patio �J �;� @ $ per sq ft = $ TOTAL VALUATION : $ f .f O'0c /j_© U $ Tot��;M luation 1st $� v l� $ lv Remaining Value $S: per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ /- fz) ( ) Fireplaces @ $15 . 00 $ o BUILDING PERMIT FEE $—. WATER IMPACT FEE $ _ SEWER IMPACT FEE $ y WATER METER/TAP $ CAPITAL IMPROVEMENT $ �� SEWER TAP ( ) RADON (HRS) . 0050 S SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ) SURCHARGE . 0050 $ �. OTHER $ GRAND TOTAL DUE $ 7 S� ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well �; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: Hook 8176 Pg 912 Bk: 8176 Doc# 95182314 Filed & Recorded .a 09/18/95 11a27#29 A.M. HENRY W. COOK CLERK CIRCUIT COURT DUVAL COUNTY, FL s REC. $ 6.00 Iwo•...: f Ttur Initrurnent Prepared by- SPACE MOVE UIS IIMf'd1111lCOIIDINO DATA Permit No. NOTICE OF COMMENCEMENT State of Florida County of The undersigned hereby gives notice that Improvements will be made to ovdaln real property,and In accordance with sectior 713.1*of the?Maida BtatWes,the following Information is provided In this,NOTICE OF COMMENCEMENT. Lagai description of property(include Street Address,If available) �-^ lo�l L�xCEPr qtr �AsT7 11 . oo � -r o� —[etc So"rN 42. .0o --V-tte Le o4: 5ewf\ l...a+cs4,RK- lata kT 2 aenerei description of Improvements pL�.os L �- Owner MSC 1 AEL C3 e S 1�, Address J(�3'7 I�..i a�S . ZEE t`1o&Z)ft 2 3 -1 Owner's Interest in site of the improvement Fee Simple Title holder(if other then owner) Name Address Contractor a Address �L tel` Surety Address Amount of bond$ Any person making a loan for the construction of the improvements: Name Address Person within the State of Florida designated by owner upon .:horn notices or other documents may be served as provided by Section 715.13(1)(&)7.,Florida Statutes. Name Address ' In addition to himself,owner designates Of •- -•1.ours rx coif vi:im Lienor-s,Notice els provided trt Section T15.13(l)b),Florida Statutes. �, .� Expiration dole of Notice"mmencement(the expiration date Is t year from the dale of recording unless a different P.4 R r Or- SEC TIOIV 8, 7-oX1N5A1/P.Z SIJUT/-/ RANGE e9 e,467 i� x0.00, COAICRErE --PATIO O.4' 37 2' 12.4 �I Cb O 0 Q V i 5TOR y sreleCo -i-\ 4) !� OWELt 1446 v O K 0 /437 /5eA I(A S 4 s` 0 p' /7wok"AM# An � � e.4•• j.G'� i2fr►t1l.�o1 10.5 w /100NNI M 5(99'060, "AV �p o s, •% (,off} N '���'� 141 D g° • I►v'p RLA1�t, $P&v, D 20.Z' b $I CC1Y p tlG OFFICE qL 4.2• :• lox/��JEA• TgANSft9RMER � ---� q� '�: '.� � ZS EAS 4f2 F,45 EMEAlf W1 TA4A/Sf — ON.�L'r47'CO/✓C SLAB,, ' ❑ RC. •32 ' RT. g9 yZ ser-gn;00W Qa` 851: Q,,�°° t3o• .P/bar or ic%oy1Q t F/NA[ .su,?YEY 0.3- 05 Nom lar Ilaw rAvwo)� tdamo Au arvER lmomo. 62uN40A7/ON 4LV!/EY -9 5 AoUrif: OavAvo O« /41PA15 ST4/fE0/17 0gl6 IoAS Z c r os A/O7E: D/1N0 All /,POA/s I HEREBY CERTIFY THAT THIS SURVEY,PERFORATED UNDER MY RESPONSIBLE DIRECTION,MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CWTER 91W74.FLA.ADMINISTRATIVE CODE (PURSUANT TO SECTION 472 027,FLORIDA STATUTES),AND FURTHER C07WY THAT THERE ARE NO VISIBLE ENCROACH. a coomys w>wimwT MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. • urpoisom"18.62/9 e I rr•9!r mm•La.net FLOOD CE(IIFICATE: THE LOT SHOWN HEARM Is IN FLOOD •.ex. .vK"m Movw wr uw ZONE ..-X. AS SHOWN ON THE FLOOD INSImANcx IUTe CLARSON "a ASSOCIATES, INC. ° cow"At#A"# MAP. COMMUNITY PANEL No 1200)'5 Ooo/ D DATm 4-17 S!f 1049 NALDO AIR.2ACKrOMW4lL NA 99!91 o MAP" 4 Am 09TA"m CN. BMOM owTomen JAAACIWRy 30 9 5 �. A •.e. row.of Atow SURVEYED 196� ►.T. Pow.a AMstl�le `0` 20 a Nowe No. 2341, •LFLA, PA.e. Pool or Atone.CUW48 SCALE: dome A• /&.4 G P.C.C. rowi or earoww CUM Run A CITY OF 4&4,edc Foto,! - 9414& 900 SEMINOLE ROAD ` ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5900 FAX(901)247-5805 NOTICE TO: Water Department FROM: Building Department 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 � . Sincerel Y)- Building Department 1 a (fti tfttat.e of Orrupanru MtV of Atlantic V=4 -- Nloribo 1Pportm ent of Nutlding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Bldg.Permit No. Group w_f rn mi, Type Construction r_,t Fire District Atl ant-I-c hcali OwnerotBuilding CentexReajl- EStaCeAddress t-)620 7 BuiJftgAddress1. 6 4 `J ` T` "4kocality t:�i31 4f c.C2, . -t �r -ide :,R, By: wGa'; i l:OR Building Offic,I Date: POST IN A CONSPICUOUS PLACE 1 - 1 -011 459 P02 5 5, 0 9 -L HF!D MAP TO SHOW nOUNDARY SURVEY Or LOT 709 , EXCEPT! TSF SIPAST I1 .00 FEET OF THE SOUTH 42 . 00 FEET THERPOP, AS -SHOWN ON THE PLAT OF SEL117A LINKSIDE, UNIT 2, AS RECORDED IN PLAT 47f , PACES -85, 815A Al"71-r! 85B, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: CENTEX HOMES CORP. NOTE, BEARIINIGS SHOWN HEREON REFER TO SAID PLAT OF SELVA LINKSIDE, UNIT 21 . To : Mlfi—HAC-l- 6, Fib dials ,C7*X Mi0Rr4;4rL- to. 57'C-,VVA,eT 7-IrLE ox dAeA'547MV14i-1-4 1,A/C. AXL-7,f0P041rA,V r17ZO 4 Cs4JsqeAAA r%r Co, ",kD jr Or- 5061,W f TWAACIZF Z?Y 4:F,16 7 A1499`. 26- 40- - fWC9 50.00 t d 4 F,o � � a I-SAOR Y SWco %ro DWe,441AA5 01637%3 15'eA V05 N 'A 4' 9.*2fo:490 ON .z to %JI P-r 3.5 40, soeq!e(o �v MAY 1 .5 1995 N(Ag and Zoning '11AIA15110L CITY OF Office of Building Official REQUEST FOR INSPECTION Date �~ 9 S,— Permit No. Time In I O Received ( o/�_ .—__ P.N. /+ _ ! f �J Job dress Locality Owner'sD Name (20�` Contractors _----- BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough Air Cord. & Re Roofing Sial' _ Temp Pole Top Out Heating Insulation E Linte' Final Sever Fire Place Pre Fab READY FOR INSPECTION nk EF, 1 bn.:) Tues. Wed. Thurs. Friday j� A.M. Inspection Mad _ _ t_ inspector _Ali Fina! Inspection j Certificate of Occupancy CU�9 &Ce Date - CITY OF � ' - In = = Office of Building Official t 0 04 V "In REQUEST FOR INSPECTION q -7-7f r _� / Date �` ___. Permit No. –771Time -{ � �� A.M. Received PM Job AddresG L y Owner's , Contractor BUIDING/ CONCRETE ELECTRICAL MECHANI L Framing C Fooling _ Rough Wiring Rough 3r on .& r Re Roofing En Stab _. Temp Pole Top Out r Heating Insulation Lintel E✓ Final Sewer Fire Place l_ Pre Fab READY FOR INSPECTION AM Mon, Tues. Wed. Thurs. Friday R P.M. ----, Inspection Made inspector— Date CITY OF 4&a4c A -99& Office of Building Official REQUEST FOR INSPECTION /�J Date z1-1-7-,F, Per No. " I Time A.M. I Received. / �J P.M. i Job Add re Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING-.- MECHANICAL Framing n Footing r Rough Wiring - Air Cond. & Fl Re Roofing ❑ Slab ❑ Temp Pole _ Top Out ❑ Heating Insulation ❑ Lintel G Final - Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday �? A.M. Inspection Made _ ' / 3 ---P Final Inspection i11 Certificate of Occupancy❑ Date _ P31? r . NT �r+'0 !M#,s,MN �� Xwusw'. 'Wi i wniM Y 1»Mtl wti AM M�--ASM N; L Oc 14, Add ii tcl Pit JP sh to . , .. `�► �zh t t# ubd3�z "" : r a k " z : w fl ' ANb A All 00"; `xe 31 x RIDAA 2, or Oil 00, 14 04. Q , 1i 1tf+L F ��00TINGS VU PERMkT; Qk©SIX MONTHS Ak=TR C?l� g s BUkE.G71NG +kATERkAk.,RIkBIkSfi A# t3kkkRkS PkQM TM15 WfJFtkL MUt kVC�T PE,► :�1 kk � 49�Atb Mt1,a'""E°; G i EJP Ak�II k tAlJ! V` `B *Pf "WiM, C # XTOR OR }l +kk✓A ' ME E A�G'Q6A + 'r} Pt:A1S VIdHkCM ARE PART,'(*THkS ' tkkT 1PPkAQ P � klFLAW. ,� 4� E1�' Y ATk � 8 +±�M Std � � N pp F T" .d. z v� a , Il CITY OF v 4& 4NL4Cl:C , �4C,�t-1 Office of Building Official REQUEST FOR INSPECTION / l Date �/ �y // Permit No.Time A.M. Received �y P.M. Job Address Locality Owner's Name Contractor i r � BUILDING CONCRETE 902TRICAL PLUMBING MECHANICAL Framing _ FootingRough Wiring D Rough ❑ Air Cond. & Re Roofing D Slab Temp Pole _ Top Out Heating Insulation E Lintel L' Final C Sewer E Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.h1. Inspection Made 11 !6. __ inspector _ Final Inspection C Certificate of Occupancy G Date BUILDING AND ZONING INSPECTION DIVISION CITY OF ATUNITIC MEMNl nT"I"Ic 10"C". FLMI 11 esus APPLICATION FOR MECHANICAL PERMIT CALWN NUMBER IMPORTANT -- Applicant to complete all items in sections 1, 11, 111, and IV. LOCATIONS1reN Add►oss: OF tatemetino Streets: Between Aad WILDING a S�►•diad• 11. IDENTIFICATION — To be completed by all applicants. In consideration of permit given for doing the work as described in the above 00oment whereby aq►aa to perforin said work in accordance with the attached plant and specifications which are a peo hereof and in accordance with the City of JocksonwiMo ordinances and standards of good practice sided th rein. Near of Msehanisei CeeNa•toe Caat►actar (f�►int) Medea Nave of omporty Owner Siowtti►e of Owaot sioaahre of er Aaahe►bad Age 4���� Architect er 1a*ine•r 111. 6WOL . IN1FOfW'1F10N A- Type of hosting W. 9. Is OTION CONST1111CTIOtt atlas 001 tleett4e THIS sUM04104 OR WC Q Go—O V Q Nctoral 0 Gated UMV OF Va. elvON Chi t N1NAljll,¢��,'jMl C�/// o Other -- specify IV. hIBCMAN" 1QU^AW TO N ININALLN MAIM O/MlOillt (PmvWe aswph Ic ret of a ape•esh M bed of Arch fowl 1�1 Rrsk%ntW of O Cotentorclsl 1; tteet O spew O Reamed -11(Gt►ttd O Rm Now twlMtp Q Air Codslieeloot Oft O o -! L�lr IlipfssotrM o1 /«yd..IMB.y.lstll ,. capacity, r rf//�� .I 4JA 0 Now (W �"yw~ 4— O too ioe obe 13 adotook"W Olt t0 fel Wme"own D cute—Bpowb► O GeRq Awr. Capacity sdLOIL Q f±w eptinhle►c: Nwaa►er of 1W� ... ........._ o sb.•t•r p kurAft p b"I I THIS!►At0 MR Off=10 ONLY Q 6"01•e Imallowl 11M.rw.rll Q T--,- IttttsA rl Reaosle O LPG o eoei•aa.r.._r�...�1t�e►1 O Uo&W roftwe aewt O Odw— Spaffy frntttl:.- urr ALL sQUIPURNT AR OONfDIT10NWG AND lREFRiG MATIGIf tQ WWfl' x+■sB..Ttalb n..�lM. >1B.Mt>r K tl4trillrsllrre :)ATE: FRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MAGE AND ARE SATISFACTORY: - -------- --- t =- ------------- - -- — ------ ----- — ------ — ----------------- /�L�� � - _C 'YrGQ�t�c__ ------------------------- i ------ ------------------------------------------------- ------------------------------------------------i Enclosed are the blue copies of the permits. SI ELY BUILDING INSPECTION DIVISION cc:FILE i i - \F ..,Z CT1` OF Office of B:{i;dEe7g Official REO< _T FOR INSPECTION Date _ � Permit No. ! _ Time A. i Received/ Job Address ` Yocaity Name Contractor BUILDING CONCRETEr ELECTRICAL. . ._..._ PLIWBING ECHANtCAL Framing Footing Pough Wiring -- Bough - Air Cond. & Re Roofing _ Slab t mt5 0 CC/ Top Out Heating Insulation Lintel 7 Final - Sewer Fire Place � ' 5 Pre Fab `REA6 iNSPECTION A.M. . Mon. Tues. Wed Thurs. Friday r �p A.M. Inspection Made _ ___PM AV ir:spector_ �,/ al Inspection Certificate of Occupancy Date _ _ NOTICE OF ADDITIONS or CORRECTIONS ' D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted / .vZIA A �v $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 - " Office of Building Official REQUEST FOR INSPECTION Date 4 Permit No. Time Received Y Pik �r lily Owrier�s tr ,. Name —7t! k" t K�. Contractor BUILDING CONCH ETE .- ELEMICAL PLUMBING MECHANICAL Framing Q Rough Wiring 0 Rough 0 Air Gond.& C7 Re Roofing = Slab Temp Poli 0 Top Out 0 Heating Insulation Untal Q Final Q Sewer 0 Fire Place Pro Fab READY FOR INSPECTION ---.' A AM Mon. Tues. Woad i, Thur. Friday i ,. A.M. Inspection Made _ �P.M. � Inspector ...ti - � Final Inspection 0 Certificate of Occupancy 0 Date DATE; 3 9._.J PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: 9--- ------------ ----- _-------- -------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERE , LDIN INSPEC ON DIVISION cc:FILE of r,4" c q-7�11 PmjCPL calitY�f Go c+or Ca Air Gond.& _ �yeatin9 CA`- _ Rou9n t Pare Place awn Pr s JGPt� Pou9"�y',ring [op�Gu - Pre Pab clam C0' _ TPmr,Pota � GgrPM�1t.41P1 _ PoptlnQ = P1nal Slag rP5C`T10 4 PridaY Prom oo;l09 M. C --_F- Inspec n 1ue'' Q Pinal icat,of pccupancy •,cn- . f._ Gortlf tnsn CiTY OF O €iCC Of I LINdi ng Official ial Date _ 49 Permit No. _-_�7 7� f� _ Time A;L A.N Received ,t ' L Jot: dtess catty Owner's '� � f Name .-_ - _-_ Contractor -- _ - - P U1`DIP�=� CONCRETE �iLECr r^rlt p.i �kL1P�Bi�i_ EGi-ii-NICr L Footing Rout+rr'-; Rough Re Roofing - Slab = Temp Pole Top Out ''< Heatine Insulation Lintel Fina; Sewer Fre PIECE) Pre Fab READY FOB NSPECTION Mon. Tues. �i Wed- Thurs. Friday A.M. 1^.spE;F de - - ----- --RM. .,spa - - -- Fina! Inspection Certificate of Occupancy �-"� � Date TRANSMITTAL DOCUMENT FOR JEA DATE: �;5 The following permits have passed "rough" inspection: Permit No. Address SasidasedcxmsKxxax#ixkun* mpdxmxa&xbkoxV=zd*=. Please update your records accordingly. jk ou,ING C ER • � CITY.OF ATLANTIC BEACH /vcb 1 • ` r CITY OF ATLANTIC BEACH, FLORIDA App►owdby APPLICATION FOR ELECTRICAL. RERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DAT E: �� 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. 3 47zl �~G �, Ai e ELECTRICAL FIRM: MASTED ELtgjflICIAN SIGNAlynURNEXMAN NAMEr A—C /r►7*,5,_,_ADDRESS:10Y/�l�/1J P,r 11 y/ibtr� BOX BLDG.SIZE BETWEEN: RES.AW, APT.( ) COMM.'( I PUBLIC,( ) INDUS.( 1 NEW OLD ( ) REW.( 1 ADDITION( ) TRAILER( I TEAV.1 1 SIGNS I I SO.FT. SERVICE: NEW INCREASE( 1 REPAIR ( I FEE CONDUCTOR SIZE AMPS COPPER I I ALUM k SWITCH OR BREAKER AMPS PH W O 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 AMPa. ]1.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT 6 M.V. FIXED 0.100 AMPS.I OV[R APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1OVER MOTORS H.P. VOLTAGE PHS I NO. 1ILP• VOLTAGE PNS CITY-OF Office of Building Official REQUEST FOR INSPECTION Date �Q`' Permit No. Fsme lm s Lol Y Owner Name Contr BUILDING CONCRETE ELECTRICAL PWMBI MECHANICAL Framing Footing 0 Rough Wiring 0 Ao Air Gond,3 C Re Rodhng — Slab :, Tamp Polo 0 Top Out Heating Insuiatfon ": Lintel 0 Final 0 Sewer 11 Fire Place � Pre Fab READY FOR INSPECTION _ A.M. Mon, Tues. Wad. Thurs. A.M. Inspeciton Made inspec,':r Final inspection 0 Certificate of Occupancy C] Date asp z. '0977,9 tPARTMNt OF BUI1r . CITY OFATL,4NT1C 8Twi4f7 -1 IT 'I'm ` S ION :�+ . �'..,. :�.;�.k. L �'�41y; 'ION _.._ . #.�Y.. ' 4"� 1;�1 Nks i D `1_R T�t� No, rrt 'Typ -,e: ARCECMp ` ORBA 31233 C7r , : .. .�.. . � . � IL. '1?T; __. � Co' ' t y. ` ' WOOD fL*114 C' B 1,a k 5 t orx F ' 'c� c►;�cd''€�: e R INOLZ f" ITeiw�sl�ip RNQ. {? Subd 10411" Sri;u . A 1; m t;4 v a►1 u 4 t1 »/{rye 0 V 21 .' U!lI$INO,, IN I EW ROMES �Oltidx�iow pets d O .d7Ft1r WAT'1:R IRA T. V0, $0.00 " «O>l I la 3 l :L .. t tat } �„ gym ! T, ►f1�e" � �� C1 I TA1a IM$ROV Ln �+ -3Of "' , ;: 54 SEC HK-11,110 ACT FRE fit? Y } ". 064$T�.01UACHAROZ .'00 d P J� 1 jay so f� Y✓4t i 0 NOTE$. 77 NOTICE-�-ALL CONCRETE FORMS AND FOOTINGS MUST''Ef II�iSP1�C�Iw�. 1�1��R�.POURING. REP It VOIf�SIX MONTHS AFTER GATE DE tS3�JE . BUILDIN MATERIAL,RUBBI 'ANC?{ BAI a FROM THIS WORK MUST NOT BEPLACt-D 1N I�t�13LIC, 1'AGI�',AND MUST BE RED UP ANb.HAULEC�AWAY BY EITHER' CONTRACTOR OR OWNER ° F 1 URt* Y '� TI . SHE RAECH�RN] Lt L. U H RESU LT N Tt � RCPI :: ►YttG'C'VVtCE FCR' 'HE;t1t�ttt 'I# YMNT " AC T INC TO APPR6,/Et PLANS WHICH ARE PART OF THfS pERM1"�. N1 =BL$JEO I T+q A ? AT 1/IO1, tON(51*AP1?.ICAILE PR4IIS1 OF LAW. 3 ATLANTIC BEACH BUILDING-RI*PAITMI=NTS i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT t f. JOB LOCATION: U� OWNER OF PROPERTY: V ? n , BUILDING CONTRACTOR: PLUMBING CONTRACTOR DAN HARRIS PI IIMR NC-1. IC()- AND _nAND ADDRESS: P. 0. BOX 14668 TELEPHONE NUMBER: (904) 772-0900 9 194 STATE LICENSE NO: r TYPE OF BUILDING: Azt�j TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS 'URINALS DISPOSALS 2,_CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL F I XTU / �:.� RE COUNT. s $3.50 + $15.00 = $ A D INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION"OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE YNSPECTIONS - (904) 247-5826 T 77 . � 1# "'" 14E14 I1 � 0(113 }4s3 IMPARTMENT OF 6UILDING i � tlC11l .t f CITY OF ATLANTIC'BEACH NII TION, �;. .�� .. _ »,. �.�..� '��� N�'�?I���`�C}N ------ LOCA �- Permit, Number. 971 Address,* , ,l "� �►v srbg � ;VE N �P"�, A Permit, TT e r Su"I LD T NG � ` A�' kANTI �.C CN koit lOA , 213, glass o Work: _�.�....:�.�. �. SNE IP' ION. Cc t r Type: I t } N Lot : . 1Q Sect i on. � Ly R iYr f«n e �rtgis C6do ? Slib fi t t�Y .B ►VA L:t11"CS I L •,, 00 2 ""�vt� al `.UtiwAted va U6 1109-00 ` E 6 427,3 .3 6 M94, ROM gZE LAMA w liar T4 arra VW ION . .. � m� .� w AN ....�..... � . ,� PR I it 07 .0 Impale r € TD;>�aN � � � ► 4 1-:, yy� jg� ' U'.35' ' yy�OAS.rlll Y.i', S k 'I�l'8 3 5 . ...., ON N CAS . � t y� 216 tit } syr I�I�C*bi�r �ryr'�AI? �1 py y py tg.{�y{ ,4 see see �?1 C, 60 r CiN '.SURNO11 � 1 E `,z• x ✓ � 4 :to ` V, N ICE--ALL po"CRETi-FORMS AND FOOTINGS MUST E3E l 4 15C— 'Ev,J99PORE P'OURINO FLEA'IT VOID SIX MONTHS AFTER jDAT F 1S U"E h NG MAMMAL,,RUBBISH AND DEBRIS FROM THIS WORK M ' �„ 85 PIACED INOU131.10 SPACE,,AND MUS -43 ` << RED UP;AND HAULEb_A1hlAY; 3Y EIT ER CtQNTF1ACTOR'OR M OMpty 'WLJT d ICE N, �FMO JE, r■ +! PR 3 I ACCORC3iNG TGA APPROVED PLANS YWHJCH ARE PART OF PERMIT¢I'0 SUBJECT TO REUdidAl ION,0000 A TIC SEA t7.X4.14 , CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Z 3 7 Z�Z2,e- ene!�?— (/, Date Heated Square Footage 1335' @ $ S-5-00 per sq ft = $ Garage/Shed = ' —@ $ C?-00 v per sq ft = $ Z, Carport/Porch @ $ ( `+- o o per sq ft = $ Deck @ $ per sq ft = $ Patio cam® @ $ 14 - "` per sq ft = $ TOTAL VALUATION: $ "qf, /0 2606 (-) $ Total Valuation 1st $-50 Remaining Value $`f per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 94 00 (r ) Fireplaces @ $15 . 00 $ /��. 4U BUILDING PERMIT FEE $ 1% ,/ WATER IMPACT FEE $ X30 ' SEWER IMPACT FEE WATER METER/TAP $ ' : CAPITAL IMPROVEMENT $ � ' SEWER TAP $ (/�; RADON (HRS) .0050 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ - ,off' (/33 ) SURCHARGE . 0050 $ ;� OTHL�R $� 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: CITY 4F --- -- ?ROPERTY .DESCRIPTION av ! l�st�c �eac! - �(ozcda i r 7160CEAN BOULEVARD ���J .ot a~_1 u9__Block ♦ Section I P.O.BOX 25 ATLAN 1C BEACH,FLORIDA 32233 Subdivisions---- L���j�1_�*_gLc--_____ _Building and Zoning TELEPHONE(S;041249-1.195 Street NameDESCRIPTION OF WORK sr Address s �_ /�x�,L t _ It in a FLOOD HAZARD 'food Zones____/,,,___area complete pegs 3. Brief Class of Works J tNsw/Remodel/Addition)_�l�______ :ONING INFORMATION Typo of • Conatruction:.Si n`R-�P�2r►'S �LI_ �,5_ :oning Proposed J T tintricts Estimated Vilue 0_�1��_ :xceptions or Matsrialas_ _ ct=Csj______ ariances Orantsdl�__� Solid or ---------------------r--------------------- Filled Ground s_��� Roof s y� 'j t OWNER ZNFORMATZON / Method of Heating I-01t 17-I!__ QQ -_ Property Ovner s [�,n _ E?Q L � tiPhone "ailing Address_�f ! ,,.� C • V �- I CONTRACTOR INFORMATION Contractors__ ----------- Phone:�g��Ss Mailing Address s�Q,�-�•�0' �t ►���: I------------- ------ Zips / ------- Expiration License Numbera ���_� �7�! __--- ------ Dates 51r.5h � I HEREBY CERTIFY TWAT I RATS READ AND EXAMINED TMIQ APPLICATION AND KNOW TNC SAMt TO &C TRUt AUG CORRECT. ALL PROVISIONS OF TUSI LAWN AND ORDINANCES GOVERNING THIS TYPE Of WORK WILL •C CONPLIEO WITH, WNCTNCR BPECIFICO HEREIN OR NOT. TUC GRANTING OF A PERMIT DOES NOT POC:uME TO OIVC AUTHORITY TO VIOLATE OR CANCEL THE ►REVISIONS OF ANY FEDERAL. STATE OR LOCAL avci:, �, ..♦. REGULATIONS. OROINANCCN. OR LAWS IN A MANNER, INCLUDING TUC OOVEONIMG OT CONSTRUCTION OR THE rj...i .• PERFORMANCC OF CONSTRUCTION Or THE T. I UNDCOSTAHO THAT THE ISSUANCE O! THIS ♦[OMIT 15 CONTINGENT UPON THE ABOVC INFORMAT ON • IN UE AND COMRCCT AND THAT TUC PLANS AND SUPPORTIOO S'. DATA NAVE SEEM OR BNALI.• Bt PROVIO AS E Ovne•r Signature Date E j Contractor Si nature _-__D�t� ------------ Ft.00DPLAZN DEVELOPMENT INFORMATION Type of Development a Flood Zone: Required Lowest Floor Elevation* If building Is located within a flood hazard zone, a survey must be wade AFTER TH8 BLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATZON is equal to or above the base flood elevations establiuhed ifor that scone. No final Inspection will be made and no oertiticate of ocawponcy will be issued until the survey is on Pile with the Building Department. COMMENTS: Applicant Acknowledgewents Z understand that the issuance of this permit is contln+gent upon the . above information being correct and that the plans and supporting data have been or shall be provided as required. Y agree to comply with all applicable provisions of Ordinance No. 23-7-11 and all other laws or ordinances affecting the proposed development. Date_____..__ Appllcant•s Signature_......................... ------------------------------------------- =.------- Department Usa Required Lowest Floor Elevation ___________ Asq 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 SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET. TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER READ (3) FLOOR DRAIN (1) _.SHOWER STALL DOMESTIC (2) _,/ LAUNDRY TRAY (2) _LAVATORY (1) COMBINATION SINK AND TRAY (3) __WASHING MACHINE (3) _,,---POT, SCULLERY SINK (4) _DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) f KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE � - DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) _BIDET O ,7�URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _GURINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY / ICE MAKER (1/2) SH'0P (2) SURGEONS SINK (3) ._./LAVATORY, SURGEONS (2) =ACUZZI (2) _x::�URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS_,V, @ $20.00 EACH $ 57 , /7 JOB INFORMATION__ zL 7 ✓�/iv. ' �"/I�t= 7>i�7r Al� at NAN ung PR:NW4 v7~ 0 Book. 8032 Rg 1907 V 5 MIN.. RETURN � �flfice of commencement PHONE # ~ (PALPAAC IN our6ieATI) u i To whom it may concern; i i The undersigned hereby informs you that improvements will be made to certain real property, and In accordance with section 713,13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT, � CC�� l Description of property L� .�u_l._Se li� r.�-� .,�-l�4-- -- ---- ---------------, r ------------------------------------------------------------ v According to plat thereof recorded in plat book !_Jl-7 pages i of -the current public records of-Duval- Count........................... Florida. - - - - 1 o General description of improvements a Construction of Single Family Residence with Garage on concrete slab --------------------------------•-------------•----------------------------------------------------------- Centex Real Estate Corporation Attn: Arthur Day Owner ---------------------------------------------------------------------------------------------------- 4 6620 Southpoint Dr. S . Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- Fee Simple Owner's interest in site of the improvement ..................._________________________ Fee Simple Title holder (it other than owner)• ____________________________________________________ Name ----------------------------------------------------,..---------------------------- Address -------------------------------------------- .................................................... Contractor __ same- as- owner.....................................................-----_--------------- Address ------------------------------------------------------------------------------------- Surety (if any) ------------------------------------------------------------------------------------------ Address -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements, Name ----------------------------------------------------------------------------------------------------- Address -----------------------------------------7-----------------------------ft------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Metropolitan Title & Guaranty Co Name -------------------- ----------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address -----------------•__----------------------------------------------------------------------------- In addition to himself, ,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) [b], Florida Statutes. (Fill in at Owner's option), Name ----------------------------------------- ------------------ -- -------- -------------------------------- Address ----------------------------------------------------1_�-_-_L-----^ 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: 109 SL 2 BUILDER: CENTEX AND ADDRESS: 1637 LINKSIDE DR N PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: JACKSONVILLE ZONE: 11_1 21_1 3I_1 OWNER: CENTEX PERMIT N0. JURISDICTION NO.261300 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. 1335.00 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 142.00sgft 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 , 152.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 1085.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 141.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1316.00sgft 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 .00 15-Hot water system: 15. Type: Electric EF: 0.88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .66 a. Total As-Built points 19a. 26016.67 b. Total Base points 19b. 26640.67 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: �1�@5� _ compliance in accordance with Section DATE: 07-I-s-qlt;- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT:..,-� 0)' �Q BUILDING OFFICIAL: � DATE:- a_13.9S DATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97.7 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11 .0 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 .0 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0. 96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:�,(�( , a�,..n t Signature: Date: City/zip QaA4G>,Uj-U 3D- 21 �- Florida Erf6rgy 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: 109 SL 2 BUILDER: CENTEX AND ADDRESS: 1637 LINKSIDE DR N PERMITTING ICLIMATE JACKSONVILLE, FL 322 OFFICE: JACKSONVILLE ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT N0. JURISDICTION NO.261300 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. 1335 .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. 0 Osgft 142.00sgft 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 , 152 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1085.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 141.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1316.00sgft 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 .00 15.Hot water system: 15. Type: Electric EF: 0.88 16.Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .66 a. Total As-Built points 19a. 26016.67 b. Total Base points 19b. 26640.67 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 g ti 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE:- a- A- DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 109 SL 2 BUILDER: CENTEX AND ADDRESS: 1637 LINKSIDE DR N PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: JACKSONVILLE ZONE: 11_1 21_1 3I_I OWNER: CENTEX PERMIT N0. JURISDICTION NO.261300 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. 1335.00 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 142 .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 , 152.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 1085.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 141.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1316.00sgft 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 .00 15.Hot water system: 15. Type: Electric EF: 0.88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .66 a. Total As-Built points 19a. 26016.67 b. Total Base points 19b. 26640.67 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: (Qcompliance in accordance with Section DATE: oZ- 3. 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE:- J - 3. DATE: SUMMER CALCULATIONS ******************************************************************************* BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 68 .00 65 .8 4474 .4 DBL CLR N 42 .0 38.3 .94 1512. 1 DBL CLR N 13.0 38.3 .94 468.0 DBL CLR N 13 .0 38.3 .94 468.0 SE 18.00 65.8 1184 .4 DBL CLR SE 18.0 79. 1 .93 1324. 1 S 23.00 65.8 1513.4 DBL CLR S 20.0 66.2 .91 1204.8 DBL CLR S 3.0 66.2 .91 180.7 W 33.00 65.8 2171.4 DBL CLR W 6.0 79.7 .95 454.3 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 12 .0 79.7 .95 908.6 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,335.00 142 .00 1.410 9, 343.60 13, 176.45 ( 7,656.43 --------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1085 .0 .9 976.5 Ext Wood Frame 11.0 990.0 1.70 1683.0 Ext Frame-FaceBric 11.0 95.0 .40 38.0 Adj 141. 0 .7 98.7 Adj Wood Frame 11.0 141.0 .70 98.7 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4. 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1316.0 .6 789.6 Under Attic 30.0 1316.0 .60 789.6 FLOORS--------------- Slb 152 .0 -37 .0 -5624 .0 Slab-on-Grade .0 152 .0 -41.20 -6262 .4 INFILTRATION--------- 1335.0 8.0 10680.0 Practice #2 1335.0 8.00 10680.0 TOTAL SUMMER POINTS 20,270.47 14,814 .55 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 20,270.47 .37 7,500.07 1 14,814 .55 1.00 1. 100 .340 .860 4,764 .95 WINTER CALCULATIONS ******************************************************************************* BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 68.00 -10 .6 -720 .8 DBL CLR N 42 .0 7 .3 1.09 334 .2 DBL CLR N 13.0 7 .3 1.09 103.4 DBL CLR N 13.0 7 .3 1.09 103.4 SE 18.00 -10.6 -190.8 DBL CLR SE 18.0 -22 .7 .93 -380.0 S 23.00 -10.6 -243.8 DBL CLR S 20.0 -28.4 .96 -545.3 DBL CLR S 3.0 -28.4 .96 -81.8 W 33.00 -10.6 -349.8 DBL CLR W 6.0 -9.2 .85 -46.9 DBL CLR W 15.0 -9.2 .85 -117 .3 DBL CLR W 12 .0 -9.2 .85 -93.8 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,335.00 142 .00 1.410 -1,505.20 -2, 122 .65 -724 .05 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1085.0 2 .2 2387 .0 Ext Wood Frame 11.0 990.0 3.70 3663.0 Ext Frame-FaceBric 11.0 95.0 3.50 332.5 Adj 141.0 3.6 507 .6 Adj Wood Frame 11.0 141.0 3.60 507.6 DOORS---------------- Ext 21.0 12 .3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18 . 8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1316.0 1.2 1579.2 Under Attic 30.0 1316.0 1.20 1579.2 FLOORS--------------- Slb 152 .0 8.9 1352 .8 Slab-on-Grade .0 152 .0 18.80 2857 .6 INFILTRATION--------- 1335.0 7 .4 9879.0 Practice #2 1335.0 7 .40 9879.0 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL WINTER POINTS 14,057 .45 18,487.45 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 14,057 .45 .55 7 ,731.60 1 18,487.45 1.00 1. 100 .484 1.000 9,842.72 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ __= AS-BUILT ------------------------ - NUM OF x MULT = TOTAL ( TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 ( 40 .88 1.000 3803.0 1.00 11,409.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ ( __= AS-BUILT COOLING HEATING HOT WATER TOTAL ( COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 7500. 1 7731.6 11409.0 26,640.67 4765.0 9842 .7 11409.0 26,016.67 ***************** * EPI = 97 .66 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .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 -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------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 .0 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- 1 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:L(,a�Sp,,�y-I�p�,h�k .S, Signature '(( t� Date: 3 City/Zip '( ,cJp Sall �o Florida Egergy 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 : 109 SL 2 ADDRESS : 1637 LINKSIDE DR N CITY :JACKSONVILLE, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1335 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida ( Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 21175.78 STRUCTURE SENSIBLE 10537 .59 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 14717 .59 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1058.79 DUCT GAIN 1771.76 TOTAL LOSS/BTUH 22234.57 TOTAL SENSIBLE 19489.35 TOTAL LATENT 11949.74 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4446.91 20% SENS.OVRSZE FTR: 3897 .87 ACTUAL + 20% OVERSIZE: 26681 .49 ISENS. + 20% OVERSIZE: 23387 .22 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 6.00 174 .00 276. 00 West Double Clr Drapes/Blinds 1 15. 00 435.00 690.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552.00 South Double Clr Drapes/Blinds 1 20.00 580.00 500.00 Southeast Double Clr Drapes/Blinds 1 18.00 522.00 738.00 North Double Clr Drapes/Blinds 1 42 .00 1218.00 672.00 North Double Clr Drapes/Blinds 1 13.00 377.00 208.00 North Double Clr Drapes/Blinds 1 13.00 377.00 208.00 South Double Clr Drapes/Blinds 1 3.00 87.00 75.00 Infiltration : Winter Htm ( 28.71 j x 142.00 4076.82 Infiltration : Summer Htm ( 7.55 ) x 142. 00 1072 . 1 --------- --------- --------- Window Frame : Metal SUBTOTALS: 142 .00 8194 .82 4991. 10 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 990.00 3564 .00 2475.00 Wood Stud - Adj . 11 141. 00 507. 60 239.70 Wood Frame w/Brick - Ext. 11 95.00 342.00 237.50 --------- --------- --------- SUBTOTALS: 1226.00 4413.60 2952.20 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417.36 78.96 Infiltration :Winter Htm( 28.71 j x 39.80 1142.66 Infiltration :Summer Htm( 7.55 ) x 39.80 300.49 SUBTOTALS: 39.80 1931.72 488.65 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1316.00 1710.80 2105.60 FL O O R S-------------------------------------------------------------------- Slab on Grade 0 152.00 Lin-Ft. 4924 .80 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 21175.78 17717 .59 ------------------------------------------------------------------------------- 31 r Y O t.. r r � Y Y Z� t N �, OtiNt�X 702 A�0 P�aN 3 t t20 '1Q' A" Ob: (4-3587) LOT TIG 10'A" GABLE THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N **WARNING** AN UPLIFT REACTION OF -650 OCCURED ON A BOT CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #3 **WARNING! 2 UNPLATED JOINT(S)MV A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UPLIFT (LB): 250 200 200 200 200 200 200 200 BRG.LOC (FT): 0.00 1.33 2.67 4.00 6.04 7.38 8.71 10.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** 1 *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1ply) MTS12 - -1000# I HUS26 - + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 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. 5'2" 5'2" 4X4 6 p Q 9'2"13 CO cV 8'9"8 t` �., 8'4"3 —9j'4 1 �E` 4X5(R) — 1 '4" + 1 '4" + 1 '4" -�- —2-4" --+ 1 -4" + 1 '4" + 1 '4" f- 5.2" 5.2N —� f- 10.4" R=1515# W=3"8 R=84# W=3"8 R=229# W=3"8 R=315# W=3"8 R=38# W=3"8 R=16B# W=3"8 R=-66# W=3"B R=22# W=3"B TAG = Ti9 SED: 59284 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, 1NC. TRUSSES REQUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF (�2 *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 11III„ '7 -- DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �1'US f��i� TC DL / .0 PSF DATE 12102194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSi88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` - \\\\\\/� ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ _ BC OL 10 •0 PSF DRWG A.416 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5605 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHARD - W - BC LL 0 O PSF NPW CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 10-4-0 CONFORM W/APPLICABLE PROVISIONS OF IAS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER p'� --.. _.. _...___....._ ".,."... ....... .tS _ .. �O RIO E'O nllo C'Ar 'I job: (4-3587) LOT T ' S T RU A L E THIS DWG. PREPARE FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR_ TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): WEBS 2x4 SP 03 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ORNFFULLYEOPEN100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------- ----------------------------------------- *** UPLIFT *** I *** HANGER *** H5 -455#(Jacks Only) I HUS26 - + 27510 -1286#(iOd 1ply) MTS12 - -100011 I HUS26 - + 33150 -15500(16d (ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (1601 HGUS48 - + 66400 -2199 (10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(i6d 2ply) CS150 - -1650#(Each) i HGUS5.5- +11335# -3945e 160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- 9'8"1 -T- 10'3"15 4X4 m N 6 � U') 3X4 (Ai) 1 7•e X4 (D i) 4 a —j— 4X5 (R) 4X5 (R) �- 20' _I ---5'2" 4- 10"8 --� 9, 11"a �- 20' R=460# W=3"8 R=158 Of W=9' 11"8 PL = SED: 59391 T. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL a i REV. 17.2m SCALE =0,2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF (� *IMPORTANT)E x SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS SIGN OR THESE SPECIFI[AilON3. OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN �T ���i� TC DL 7.0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 2OGA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ _ BC OL 10 -0 PSF DRWG AM6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF N PW CONNECTORS PER DRAWINGS 130. I50 C ISOA-F. DESIGN STANDARDS WITH PRDPEPLY ATTACHED PIGID CEILING -- SEE STATE of TOT LD 47.O PSF 0/A LEN. 20-0-0 CONFORM M/APDL tCABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE b/1/91) FOR PnOPER P'� .- -- _._ .__.___ __ _.._ __...._.-... .............�.... ........... ...«.......... ......,..,, ...,,.,..,. .-,.e LO Job: (4-3587) LOT TLITES T R THIS DWG. PREPARE FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFA- TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 02 N UPLIFT (LB): 450 440 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 19.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xx* I 1t II 1I HANGER x1011 H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500 06d 1ply) MTS12 - -2000#(2 Each) i HHUS48 - + 42990 -1660000d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X4 m c 6 1.5X3 1.5X3 Ln 3X5 (A i) 3X5 (A i) X X8' + 20' - + 2' -� R=1693# W=3"8 R=1693# W=3"8 TAG.= T32 SED: 60234 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 9 TOTAL = 9 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF _ *I MP O R T A N T X X SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND „1,.,, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �%�Uri �.��.� T C DL 7.0 PSF DATE 12/06/94 n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` O\\\\\V�_ ALPINE CONNECTORS ARE MADE OF 20W GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - 8C DL 10 .0 PSF DFWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 30 .0 PSF NP W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL (/�� CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE ` ` - -...._...................�.,.,n...w....w...� .,nc •u e.rP„uFFO•¢ 1F.•uu„•., i....G.. Fn.PPr o STATE OF p.= TOT.LO. 77.0 PSF 0/A LEN. 20-0-0 • - Job' (4-3587) LOT T '4" GABLE THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): WEBS 2x4 SP #3 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------- ---------------------------------------- m:* UPLIFT *** I *** HANGER *** H5 -455#(JackS Only) I HUS26 - + 2751/ -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315/ -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(IOd 2ply) MTT28B - -3786#(2 Each) (1001 HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5,2„ ��� 5.2" 3X4 Q 6 p z n (V 2X4 (D i) X4 (D i) rni 01 --9 49 10' " R=94 plf W=10'4" TAT T3 SED: 58955 PL7. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 12/02/94 ^ \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 8Y TPI. SEE THIS DESIGN ��1�US"fT�iTC DL 7 .0 PSF DATE FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL 0 SPECIAL PERMANENT BRACING RE\\\ ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. tMLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG _ A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 BC L L 0.0 PSF NP W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ STATE OF - LT.LD. 47.0 PSF DSA LEN. JO-4-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 RID P ? SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' �. Q � R.FAC. 1 •33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEr.1- W--TPT - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGNSPECIFICATIONFOA W000CONSTRUCT ON ' TTI 11111 ACING 24.0" TYPE d g a b 1 J O 4- 7 T T '4" COMN GIRDER THIS DWG. PREPARED FROM COMPUTER NP T L ADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TOP CHORD 2x4 SP #2 N : T2 2x4 SP #1 N: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BOT CHORD 2x8 SP #1 Dense WEBS 2x4 SP #3 :W2 2x4 SP #2 N: SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 10.33 BEARING BLOCKS: NAIL TYPE: 0.131x3.0,9 nails BC - From 20 PLF at 0.00 to 20 PLF at 10.33 BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK BC - 3405 LB Concentrated Load at 7.00 1 10.042' 1 12" 5 BC - 1470 LB Concentrated Load at 9.00 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 830 1620 BRG.LOC (FT): 0.00 10.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Upl if t ------------------- ---------------------------------------- xx* UPLIFT *** I *** HANGER *x* H5 -455#(Jacks Only) I HUS26 - + 2751E -12860(lod 1ply) MTS12 -10000 1 HUS26 - + 3315/ -1550#(16d 1ply) MTS12 -2000#(2 Each) 1 HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT28B -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10# 2ply) MST60 4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �,-_— 10'4' ( ( _5'2' -----� 5-2- T2"T 6XB rn W2 T2 3X6(Ci) X6(A3)A3 ) 3x6(Ci) T 9, JX16 I-V �"--2 10'4" - -I L7' 2' --+1'4" R=1879# W=3"8 3404# 12rdW W=3"8 TAY T4 SED: 59280 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �]`1VS .,, - TC OL 7 .0 PSF GATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OStB8 BY tPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ,ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDtCATEO. TOP r _ BC DL 10 .0 PSF DRWG AA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 0.0 PSF NP W TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEAiHjNG, BO1fON L,/0R0 * BC LL CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED R1GIO CEILING -- SEE STATE OF TOT.L D. 47.0 PSF O/A LEN. 10-4-0 CONFORM N/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER O R1�p P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, I DESIGN 70 THE TRUSS ERECTION CONTRACTOR. INEEa`' 0--7P "TRUSS MAUi i l NA710HAL DESIGN F AT N F T T ON ,'' NN, ,,,• ` � SPACING 24-0" TYPE c o mn Job' (4-3587) T T '4" COMN GIROR THIS DWG. PREPARED FROM-COMPUTER INPUT-(LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD 2x4 SP #2 N : T2 2x4 SP 01 N: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BOT CHORD 2x8 SP 01 Dense WEBS 2x4 SP #3 :W2 2x4 SP #2 N: SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 10.33 BEARING BLOCKS: NAIL TYPE: 0.131x3.0y Sails BC - From 20 PLF at 0.00 to 20 PLF at 10.33 BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK BC - 3405 LB Concentrated Load at 7.00 1 10.042' 1 12" 5 BC - 1470 LB Concentrated Load at 9.00 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 830 1620 BRG.LOC (FT): 0.00 10.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED OR FULLY OPEN --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift ------------------- ----------------------------------------- *** UPLIFT *** I *** HANGER x** H5 -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d iply) MTS12 -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B = -4455#(2 Each) (16d)l HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3piy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'4" _1 �-----5 2" 5-2- ----� T 6X8 m W2 T2 N 6v 3X6(Ci) X6 X6 tA3) 3X6(C1) T9, (---2' 10'4" 7' _'_ 2 p+1,4" R-18790 W=3"8 3404# f2rd W-3"8 TAY = T4 SED: 59280 PL7. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL - i REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOU(PE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �� us .� TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST9B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. 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 PPOPER - 5606 - O O PSF NP W TRUSS AND lMlE55 OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BO11OM CHORD N BC LL CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE _ T 0 T.L D. 47.0 PSF 0/A LEN. 10-4-0 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 RID* Q SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �� DUR.FAC 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, ,���� INEER`0"t ■--TPt - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FDR*000 CONSTRUCTION NNNiNN•NN SPACING 24.0" T YpE c o mn J b: f4-3587) LOT T ' H PM 7'S ---THIS DWG. PREPARED FROM COMPUTER INP T OADS 6 DIMENSIONS) SUOMITTED By TRUSS MFR.- TOP CHORD 2x4 SP 01 N : T2 2x6 SP 01 N: : T3 2x6 SP 02 N: BEARING BLOCKS: NAIL TYPE: 0.13lx3.0-9-pails BOT CHORD 2x6 SP 01 Dense BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WEBS 2x4 SP #3 :W3 2x4 SP 02 N: 0 0.000' 1 12" 2 : Wil 2x4 SP 01 N: 1 35.708' 1 12' 2 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. BEARING BLOCK TO BE SAME SPECIES, SIZE S GRADE AS CHORD. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 1360 1320 BRG.LOC (FT): 0.00 35.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- W1�11 UPLIFT 11x11 I NXII HANGER W11x H5 - -4550(Jacks Only) I HUS26 - + 27510 -1286#00d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) 0001 HHUS48 - + 5180# -2000#06d 2ply) MTT288 - -4455#(2 Each) (i6d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �- 36' _I 7, 29 f 8X12 3X5 Ta,5X34X53 5 4X X 0 T1 .5X3 T 3'10'3 6 W 3 LZn3'10"3 3X3(C 1) 4X7 (C 1) —rr 3 �8. 4X8 3X9 H541 e 4X8 5XIO 4X4 r= 36 I �--N 36' _f 7' 29' J R=3637# W�3"8 5780 R=3687# W=3"8 TAG = T6 SED: 59055 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - i TOTAL - i REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANT ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN CA THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T� TC DL. 7.0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` uSALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUTREMENTS. UNLESS OTHERWISE INDICATED, TOP _ _ HC DL 10 •0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5006 - BC L L 0 0 PSF NPW IPUS S AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M CONNECTORS PER DRAWINGS 130. 150 C ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE Of T 0 T.L D. 47.0 PSF O/A LEN. 36-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FOR PROPER On 10 Y` SEAL Di THIS DUMING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q �� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT 6E RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, �,� I. NEE���� SpA f:T N(i SEE ABOVE 7 YPF S Q E!C _--- -- ----- ------------ --- --- - -------- 1 X10b: (4-3587) LOT T7 ' H PM 9'SQ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR.. TOP CHORD 2x4 SP 02 N :T2 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 710 600 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 35.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. OR FULLY OPEN --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- MWW UPLIFT NMk I MMW HANGER MMW H5 - -455/(Jacks Only) I HUS26 - + 2751/ -1286#(10d (ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#0 6d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT28B -4455#(2 Each) (16d)I HGUS48 - + 6640# -219901 Od 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#116d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- —9 27' I 5X7 1.5X3 T2 3X43X5 3 X-5 3X9 m rF1 0 6 1 .5X3 0 v v jj 3X6 (Al �L �3 X4 X8 4X'5 3X5X 2X4 -- -- — R=1864# W=3"8 R=1672# W=3"8 TAG = T7 SEO: 59063 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - i TOTAL = i REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATjCN fROM THIS OESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TP}. SEE THIS DES]GN ��t SVS i� TC DL 7 0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE VALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE STATE OF _ TOT.LO. 47 •0 PSF 0/A LEN. 36-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER CO RI�p V, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �� �. Q �� DUR.FAC. 1 .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER`' ISPACING 24.0" T spec____ _%--TPI -- TRUSS AiINSTITUTE, NA7 NA NSPECIFICATIONF WOOD N TRUCT N ��H H/1111H��,,` Job: (4-3587) LOT T ' HIP WSQ SR R.B.C. THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 01 Dense : T3 2x4 SP 12 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #1 N : B1 2x4 SP #1 Dense: UPLIFT (LB): 720 590 :B4 2x4 SP #2 N: BRG.LOC (FT): 0.00 35.71 WEBS 2x4 SP #3 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) :At Slider 2x4 SP 03: BLOCK LENGTH = 1,427' WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS Bd NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY -------------------(+)_Gravity-(_)=Uplift ERECTION CONTRACTOR. ---------------------- *w* UPLIFT *W* I **w HANGER wW* A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 -455#(Jacks Only) I HUS26 = + 27510 -12860(fOd Sply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 = -1000# 1 HUS26 - + 33150 -1550#(16d )ply) MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -1660#(100 2ply) MTT28B - -37860(2 Each) (10d)) HHUS48 - + 5180# -2000#(16d 2ply) MTT28B = -44550(2 Each) ((16d)I HGUS48 = + 6640# -2199#00d 2ply) MST60 = -4688#(Per 2ply) i HGUS48 - + 8000# -26500(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14'8" 10'4" 5X5 3X7 X5 (A) (A) 3X4 s F,- 34X (A) T3 g � 3X4(E 1) 3X8 (A 1) X 4X 1. X -T 3 _i 8.3_8' .a 3 5X7 X 12 SX10 1.5X3 B4 �- 36' 4'3"8 �+� 31 'B"8 36' —i R=1864# W=3"8 R=1673# W=3"8 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCAALE600.1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF * IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND [..46 EY IAT/ON FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ``�,t,Us"�',;��i TC DL 7.0 PSF DATE 12/06/94 ILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTEO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` VPINE CONNECTORS ARE MADE OF 20GA QALY. 57EEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL10 .0 pgF ORWG GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC LL 0 .0 PSF NPW Job' (4-3587)- LOT T9 ' HIP 13'S8 R.B.C. THIS DWO. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N :B1 2x4 SP 11 N: UPLIFT (LB): 720 600 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 35.71 :At Slider 2x4 SP 12 N: BLOCK LENGTH - 2.256' UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT *** 1 *** HANGER *** CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 27511 -12861(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -10001 1 HUS26 - + 33151 -15501(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20001(2 Each) I HHUS48 - + 42991 -16601(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MTT28B - -37861(2 Each) (1001 HHUS48 - + 51801 -20001(16d 2ply) MTT288 - -44551(2 Each) (16d)I HGUS48 - + 66401 -21991(10d 2ply) MST60 - -46881(Per 2ply) f HGUS48 - + 8000/ -26501(16d 2ply) CS150 - -16501(Each) 1 HGUS5.5- +113351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 13' -}- 10'8" -� 12'4" 5X5 X X5 43X8 3X5 m � e 1.5X3 1.5X3 2X7 (E3 1D 3X5 3X8 (A i) 4X5 (E3) �3 i X X 5X12 e•3�8. a3 5X14 1 �— "'--+-- 4'3"8 27'5" l_ 4'3"8 --1 36' `( R=1864# W=3"8 R=1673# W=3"8 TAG = T9 SED: 60316 PLT. TYP.–ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17,2m SCALE =0. 1875 ALPINE ENGINEERED'PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF *IMPORTANT* SHALL NOT BE RESPDNSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � isTC DL 7 .0 PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` VUSf '�11oo,:�Is ALPINE CONNECIDRS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OIIN.BWISE INDICATED, TOP BC DL 10 .0 PSF DRWG A446 OR B EXCEPT AS MUTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0 PSF NPW TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W - BC L L CONNECTORS PER DRAWINGS 130. 190 6 160A-F. DESIGN STANOAR05 WITH PROPERLY AITACIIEO RIG10 CEILING -- SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 36-0-0 CONFORM N/APPLICABLE PROVISIONS OF NOS L TP1. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER P !,: -- --. ...- ----- -- .... ......�.,, �..".,. . , . .� _ t O Rig O ro n 17 Ar 1 R Job: (4-35871--LOT Ti ' HIP 15'SE3 R. . THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N : T2 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N :81 2x4 SP 01 N: UPLIFT (LB): 710 600 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00. 35.71 : Rt Slider 2x4 SP #2 N: BLOCK LENGTH - 2.256' UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED OR FULLY OPEN PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)=Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT *x* x** HANGER xxx CONTRACTORS WARNING: H5 -455#(Jacks Only) I HUS26 - + 2751# -12860 10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10001111 I HUS26 - + 3315# -1550#(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660000d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -4455#(2 Each) D W I HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450060 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6-8" -+ 14 -4" 5X5 T2 5X7 Tm 3X9 3X5 O 6 P;- t` 1 .5X3 1.5X3 2X7 (E3) X5 3X8 (Al) 4X5 (E3) =3 i X X X4 5X12 8.38' —:=33 5X14 �- "'--{--4 -T-8 -_�-• 27'5" -)- 4'3118 --� �- 36' R=1864# W=3"8 R=1673# W=3"8 TAG SEQ: 60334 PLT, TYP.-ALPINEDESIGN CRIT=TPI QTY = 1 TOTAL - 1 REV, 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE E1(IREME CARE 12/06/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE YOR ANr ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN ?Sit i� TC DL 7 .0 PSF DATE 12/06/94 UfFAILURETO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUITIEMENTS. UNLESS OTHERWISE INDICATED. TOP - 8C DL 10 •0 PSF DRWG MA6 GR O EXCEPT AS NOtED. APPLY CONNECTORS TO EACH FACE OF CIW1no SMALL BE LATERALLY nnACED WITH PROPER06 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0 •0 PSF NPW CONNECTOnS PER,DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - OF = T O T.L O. 47 .0 PSF D/A LEN. 3 6-0-0 \) ..v •.m •n.e nnn�ternua nr Nn6 C TPI AN FNf INFF R'S Ai PINF TFCIINICAL UPDATE 17/1/91) FOR PROPER . P'� JDO: (4-3587) OT Ti ' HIP 7-SB R.B.0 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N : T3 2x6 SP 12 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 01 N :81 2x4 SP #1 Dense: UPLIFT (LB): 710 590 :83 2x4 SP #2 N: BRG.LOC (FT): 0.00 35.71 WEBS 2x4 SP #3 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) :At Slider 2x4 SP #2 N: BLOCK LENGTH - 2.256' WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO -------------------t+1'Gravity (-)-Uplift --------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING IIx IT UPLIFT VIII! I xx* HANGER *N* MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#00d )ply) SUITABLE SUPPORT BY ERECTION CONTRACTOR. MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660000d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51800 -2000#06d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(15d 2ply) CONTRACTORS WARNING: CS150 - -i650#(Each)-------I -HGUS5_5- +113350 -3945#(16d 3ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------- -------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 17' -• -N ��• 16.4.1 4X6 (5 3X4 3X4 m 03X5 .� (A) (A) CD 3X6 (A) 3X5 6 p X5 33X8 (A i) i X X7 3�Xb 3X4 56 X7 (E 3) a 3 5X7 83 3X6 (E3) e 38 I -^------4 '3"8 T- 27'5" 4'3"8 --{ �• 36' R=1864# W=3"8 R=1673# W=3"B PLTTil Q: . TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCAALE612038875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES 11IPE EXTREME CARE 12/08/94 TC LL 30 .0 PSF REF X*IMPORTANT**SHALL NOT OE RESPONSIBLE Fon ANY ARNING INIIANOLING, ERECTION AND %II1.ITDEVIATION FROM THIS DESIGN On THESE SPECIFICATIONS, On ANY BRACING. SEE 1410-91 Br TPI, SEE THIS DESIGN � 'VS +,i� TC DL 7 .0 PSF DATE 12/08/94 FAILURE 10 BUILD TILE TRUSS IN CONFORMANCE WITH OSIBO BY IPIFOR ADDITIONAL SPECIAL PERMANENT DnACING nE `fflf� ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM OUIPEMENIS. UNLESS OHrtnMISE INUICA1ED, TOP BC DL 10 .0 PSF DRWG A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PI YW000 SHEATHING. BOTTOM CHORD 8C LL 0 •0 PSF NPW CONNECTORS PEP DRAWINGS 130. 150 6 160A-F, DESIGN SIANOAnnS WITH PRUINTnl Y AITAC140 RIGID CF IL ING -- ATF. STATE. OF TOT.LD. 7 .0 PSF 0/A LEN. 36-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE tECHNICAL UPOAIE 17/1/911 FOR PROPER _ T - P P'` , ^ Job: (4-3587) LOT T MN R.B.C. THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N : T1 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 01 N :81 2x4 SP 01 Dense: UPLIFT (LB): 710 570 : B3 2x4 SP #2 N. BRG.LOC (FT): 0.00 35.71 WEBS 2x4 SP 03 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) :At Slider 2x4 SP 02 N: BLOCK LENGTH = 2.256' WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING *x* UPLIFT x*x I *** HANGER x** MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286000d 1ply) SUITABLE SUPPORT BY ERECTION CONTRACTOR. MTS12 - -10000 1 HUS26 - + 3315# -15500(16d Sply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#000 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -44550(2 Each) (160)1 HGUS48 - + 66400 -2199#0 0d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -39450(16d 3piy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- — 18'4" 17'8" 5X5 3X4 3X4 fn 3X5 to (A) (A) � 6 p 3X6 (A) (A) 3X5 3X8 (A l) 3X5 X7 (E3) i X X X X4 C3 5X6 e'3 a3 5X7 83 3X6 (E3) -fie `--i--]-4 '3"S 27'5" _L 413"8 --� 36' ------ -J R=1864# W=3"8 R=1673# W=3"8 TAG = T5 SEO: 61242 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES nEOUIPE EXTREME CARE 12/08/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ILj 111j r'• n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN AT, r'� Tl. OL 7 .0 PSF DATE 12/08/94 0 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WI1H OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE us F Cr. O� ALPINE CONNECTORS APE MADE OF FOGA GAILY. STEEL MEETING ASTM DUIDEMENTS UNIFSS OTIPRMISF 1NIl wro, TOP _ _ BL. OL 10 . 0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SIIALL HE LAIERAILY UIIAC1U Nihl "ROPER _ 5606 _ TRUSS AND UNLESS OIIIEnWISE lOCA1FD ON 11115 DESIGN, POSITION LY AT IACIIEO PI vw00n SHFATIIIN(:, n011GM CHORD W BC LL 0 .0 PSF NPW CONNECTORS PER-DOWNES 130. I50 6f150A I ITT SIGN WITH rnwPun• AIIACIOD ninTn cn^IING .;II STATE of TOT.LD. 47 •0 PSF O/A LEN. 36-0-0 CONFORM N/APPLICAOLE PnOVIS10N5 OF NUS 6 IPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPER P� - •• •• �• - •, ....,....,�. ..e n IAII APD.TrATrnN rumor co A r. no h.TS ORI 01, O', n110 CAF` 1 . 'I.3 Job: (4-3587) LOT T1 A 4' OMN R.B.C. THIS OW2. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR.- TOP FR:TOP CHORD 2x4 SP 02 N : T1 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 01 N :B3 2x4 SP 02 N: UPLIFT (LB): 690 550 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 34.37 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO OR FULLY OPEN BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)-Gravity H-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. Ilx UPLIFT *Itx I *X; HANGER NWM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -455#(Jacks Only) I HUS26 - + 27511 -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 33151 -15500(16d 1ply) MT512 - -2000#(2 Each) I HHUS48 - + 4299# -16601(1Od 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51801 -20001(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80001 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 18'4" - --�- 16-4" 5X5 3X4 3X4 m 3X5 to (A) (A) 1.5X3 C1 s C7-- 3X6 (A) 4X4 (A2) 3X8 (A 1) 49 X X X 4 t_ B' 0 3 _51X 7 - N -{--4'3"8 �� 304"8 'I 34'8 'I R=1788# W=3"B R=1624# W=3"8 TAG = T41 SED: 61244 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV, 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/08/94 T C LL 30 .0 PSF REF t *IMP0RTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-St BY TPI. SEE THIS DESIGN 1`�' ' 11TC QL 7 0 PSF OATE 12/08/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,\\\ ALPINE CONNECTORS ARE MAGE OF 2OGA GALY. STEEL MEETING AStM QUIREMENTS. UNLESSOTMERNISE INOICAtED, TOP BC DL 10 •0 PSF QRWG OA446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 - 8C LL 0.0 PSF NPW TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATIACHEO PLYWOOD SHEATHING. BOTTOM CHORD W CONNEC IONS PE IT DRAWINGS 130. 150 6 160A-F, DESIGN $TANDARU$ NItH p"DpERLY At tA[11E0 HIGID CE It TNG -- SEE STATE OF TOT LQ. 47 .0 PSF 0/A LEN. 34-8-0 CONFORM NlAPPL(LADLE PROVISIONS OF NDS 6 TPI. AN(NGINEER'S ALPINE TECHNICAL UPOA TE I7/1/91) FOR PPOPER P Q'` SEAL ON IRIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 11,15 LU RIO Q `: OUR.FAC. 1 . 33 IN GMT, AND SHMl. NOT BE PFLIEO UPON IN ANY RIMER NAY DESIGN T THE MUSS ETT LION CONTPACIOH. IA(EER`'•` O CC __ _..._._._..._...__.._.._ __._._._.._.. SPACING 24.0" TYPF Spec j J o b: (A-3587) LOT T " HIP 9*SB R .0 THIS DWG. PREPARED FROM COMPUTER-INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N : T2 2x4 SP 01 Dense: 2 Complete Trusses Required BOT CHORD 2x4 SP f! N :82 2x6 SP #2 N: WEBS 2x4 SP 03 NAILING SCHEDULE: (0.131x3.0 y flails) THIS GIRDER DESIGNED TO CARRY 07-00-00 FRAMING TC/BC SPLIT TOP CHORD: 1 ROW @ 16' o.c. FROM ONE SIDE AND 02-00-00 FRAMING TC/8C SPLIT FROM OTHER BOT CHORD: f ROW @ 16' o.c. SIDE. WEBS : i ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. IN EACH ROW TO AVOID SPLITTING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 1310 1180 BRG.LOC (FT): 0.00 31.42 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) . ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REQUIREMENTS (+).Gravity (-)Uplift --------------------------------------------------------------- **x UPLIFT W** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d fply! MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each)Each) ( III HHUS48 - + 42990 -1660#(10d 2ply) MTTMTT288 - -4455#(2 Each) (i6d)I HGUS48 - + 6640# -2199#(f0d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(f6d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3piy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 0.00 TC - From 75 PLF at 0.00 to 75 PLF at 9.00 31 8 TC - From 167 PLF at 9.00 to 167 PLF at 31.67 BC - From 21 PLF at 0.00 to 21 PLF at 9.00 BC - From 46 PLF at 9.00 to 46 PLF at 31.67 �-- 9' 18,8" •��4-�� BC - 844 LB Concentrated Load at 9.00 T 5X8 X4 S)( X8 1 6 3X6 4X5 4'10'3 '10 3 9'0"14 3X8 (A 1) 1• X 4 4X6 49 X4' a 37X8 3X12 27'4"8 31 '8" �-—9 22'8 -- —� R=3233# W=3"8 � R=3403# W=3" TAG = T14 SED: 60489 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY= 1 PLIES= 2 TOTAL= 2 REV. 17.2m SCALE =0. 1036 ALPINE ENGINEERED PRODUCtS, INC. TRUSSES REOUIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY A R N ING NHANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-9f BYIP1. SEE THIS DESIGN e�IAIE TC DL 7.O PSF DATE 12/06/94 UfFAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTDB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �ALPINECONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENtS. WAESS OTHERWISE INDICATEDTOP _ _ BC DLA4461O O PSF DRWG TRUS GR BEXCEPT OT NOTES. APPLY COONECtIS TO DESIGN. POSITION CIIORD5'U'L PLYWO DDRSHEA MING.BOTTO^ROPER BC LL8 8 PSF (`)PW TRUSS AND 1H0.E5S OTI TERMISE LOCATED ON IHIS DESIGN. POS1110N Lr ATTACTIEO tM.YM000 STIEAHHNG. BOTTOM CHaTOCONNECTORS PER DRAWINGS 130, 190 t IGOA-F. DESIGN STANDARDS WITH PROPERLY AtfACHED 111010 CEILING -- SEE_ " �, TOT.LD. 47 .0 PSF 0/A LEN. 31-8-0 JO (4-3587) T T14 ' HIP 1 R RJ3.C. THIS OWG. PREPARED FROM COMPUTER INPUT ADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR.- TOP CHORD 2x4 SP #1 Dense : T2 2x4 SP 01 N: : T3 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 01 N :B1 2x4 SP 01 Dense: UPLIFT (LB): 650 590 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 31.40 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 0991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH OR FULLY OPEN 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ----------(+)-Gravity-(_)-Up1ift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------- ----------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NWM UPLIFT WWW I MWW HANGER xm* H5 - -4550(Jacks Only) i HUS26 - + 2751# -1286#00d iplyl MTS12 - -1000# 1 HUS26 - + 3315# -1550#06d iply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14'EV -}- 6- 5X4 5X4 X7 T2 X4 m (A) (A) 3 0 6 r,-3X6 (A) 4X4 ., --4-- 1'10"3 3X7 (A i) J,---sq 1 X X X X1 1. X4 1 8 3 a 3 5X6 �—N-_04.3,.8 .jam 27`4^8 - -f 31 8 -� R=1661# W=3"8 R=1468# W=3" TA? = T34 SED: 60402 PL7, TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL - 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIPE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF \2 *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY A R N I NG IN HANDLING, ERECTJTHIS AND atl.„ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIN `1.t US �� TC DL 7 .0 PSF DATE 12/06/94 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OStB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRE - ` V ALPINE CONNEC 1085 ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUtREMENTS. UNLESS OTHERWISE INDICATOP BC DL 10 .0 PSF DRWG A446 Gn 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORO SHALL BE LATERALLY DRACED WITER - 5606 - 0.0 PSF NPW TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY AtTACHEO PLYWOOD SHEATHING, OOITW BC LL CONNECTORS PER DRAWINGS 130. 150 C 160A-F, DESIGN STANDARDS MILAN ptWx'ERLY ATTACHED RIGID CEILINGEE STATE of _ TOT.LD. 47.0 PSF 0/A LEN, 31-8-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE (7/1/91) FOR SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPYIS L(. 0 R1� Q � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY DINER MAY. DESIGN TO THE rtWlss ERECTION coNrRAINEE�' ` SPACING 24.0" - TYPE Spec J o b: (4-35871--LOT T15 34*8" HIP 13'SB 13'SR.B.C. THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP 02 N :81 2x4 SP 01 N: UPLIFT (LB): 650 840 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 31.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 "T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH OR FULLY OPEN Bd NAILS 0 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT Itxx 1 IEIEx HANGER wx* H5 -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1piy) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d iply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(JOd 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990JJOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650# 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-= 13' _ 10,8"� -i- 11 5x 3X4 5X5 T4X4 3X6 m O 6 1.5X3 ILCI 3X4 (Al) 3X7 (A 1) T 3X6 3X71• 8' C13 5X14 �-- 31 '8" -win 3 4 3 N 8 ..T� - 30'4"B �• 34 '8" _I R=1614# W=3"8 R=1992# W=3"8 TAG = T35 SED: 61247 PLT . TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/08/94 T C LL 30 . 0 PSF IREF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIB-91 BY tPt. SEE THIS DESIGN 111 'IST TC DL 7 .0 PSF DATE 12/08/94 FAILURE TO BUILD EHE TRUSS IN CONFORMANCE WITH OS788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE US F '•�, ALPINE CONNECTORS ARE MAOF. OF 20GA GALV. STEEL MEETING ASTM QUIPEMENTS. UNI.FSS OtHERWISE INOTCAIFO, TOP _ _ BC OL 10 .0 PSF DRWG /� \U\\ A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATFRALLY BRACED WITH PROPER 5606 0 0 PSF Nt-W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL / CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATIACIITD AMID CETI ING -- SEF. _ STATE OF _ TOT LD. 47 .0 PSF Q/A LEN. 34-8-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS CD RLD Q�� OUR FAC. 1 .33 IN ONLY, AND SHALL. NOV BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE MUSS ERECTION CONTRACTOR. F GINEEVr'��`` ^1 A--TPI • TRUSS PLATE INSIIIUIE 9 NAilONA 51 N PCC F Al N F T M NS 11 1 ON ,�II1111•T•I` SPACING 2 4.0" T YPE spec Job: 14-3587) OT T16 4'8" HIP 15'SB R.B.C. THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR,. TOP CHORD 2x4 SP #2 N : T2 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N :81 2x4 SP #1 N: UPLIFT (LB): 640 830 WEBS 2x4 SP. #3 BRG.LOC (FT): 0.00 31.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN 8d NAILS 0 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER 99% H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 20y) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786#(2 Each) (1001 HHUS48 - + 5180# -20000(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 15' 6'8" T- - 13' 5X5 T2 "X6 4X5 4X5 m � sp 1 .5X3 X4 (A 1) 3X7(A 1) � i X X X4 3)54 �8' 3 a 3 5X 14 - -- 31 '8" - -L_3' --{ �--N--�►-4'3"8 - �� - - 30'4 8 I_ N •-I 34'811 J R=1614# W=3"8 R=1992# W=3"8 TAG.= 736 SED: 61249 PLT . TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17 .2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/08/94 TC LL 30 .0 PSF REF (1� *IMPORTANT*N SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n i\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN 9A-. 11111,1 T C OL 7 .0 PSF DATE 12/08/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENISUNLESS OTHERWISE INDICATED, IOP _ 8C DL 10 •0 PSF DRWG A445 Gn B FXCFPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF CHORD SHALL OF LATERALLY BRACED WITH PROPER - _ O 0 PSF NPW TIIUSS AND UNLESS 0111ERWISE LOCATED ON THIS DESIGN, POSITION LY AIIACHCO PLYWOOD SHEATHING. OOITOM CHORDBC LL CONNECTORS PF11 INIAWINGS 130, 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY AITACIWn IIIGID CITITNG SL1 TOT LD. 47 •0 PSF D/A LEN. 34CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERSFAI nN THIS TMAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � rnia.FAC. 1 . 33 f'. THIS DWG. PREPARED FROM COMPUTER INPUT OAOS 6 DIMENSIONS SUBMITTED BY TRUSS MFR Job: 4-3587 T T17 34-8T3 2x4 SP #1 Dense:" H P 1758 R.8 . TOP CHORD 2x4 SP T N : PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N :B1 2x4 SP 01 N: UPLIFT (L8): 660 780 WEBS 2x4 SP #3 UPLIFT (FT): 0.00 32.26 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (f 991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO OR FULLY OPEN ------ BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A (+)-Gravity (-) -Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. --------------------------------------------------------------- *xx UPLIFT **x I *xx HANGER xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 -455#(Jacks Only) I HUS26 = + 27510 -1286#00d 1ply) MUST BE PROPERLY ATTACHED 70 THE BOTTOM CHORD. MTS12 - -1000# I HUS26 - + 3315# -1550#(16d iply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(loci 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786#(2 Each) (10d)) HHUS48 - + 5680# -21990(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 i -4455#(2 Each) (16d)I HGUS48 + 6640# -21990(loci 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(i6d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) ------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17 _I�N 15. ,4 �^ 3X6 X 6 3X4 X14 -mo 3X5 �. (A) (A) DD 3X6 6 p (A) 3X4 (Al) 3X7 (A1) 1, X5 3X7 3XbyB' �3 ^--L— �3 5X6 32-8" N30.4„8 -i--N� �- 4 ,31.8 I 34'8" I R=1934# W=4"15 PLT. TYP?-ALPINE DESIGN-CRIT-TPI QTY = 1 TOTAL 1 __i REV, 17,2m SEQ: 6125! ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE SCA L E =0. 1 8 7 5 ^ n *IMPORTANTlEjE SHALL NOT BE RESPONSIBLE FOR ANY 12/08/94 TC LL 37—. 0 �UV1'n1 .� DEVIATION FROM THIS RA N I NG IN HANDLING, ERECTION D ANO t� IS OESICN OR THESE SPEC IF ICAIIONS, DR ANY BRACING. SEE HIB-91 BY iP7. SEE 11475 DESIGN ♦Tj 111II'� O" ALPINE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BpAC[NG RE ' �T F •�� AL PTNE CONNECIORS ARE MADE OF POGA GALV, STEEL MEETING ASTM OUIREMENTS. UNLESS OTIIEPERMA"WISE INDICATED, 101+ U$ t' TC DL 12/08794 AAA6 GR 0 EXCEPT AS NOTED. APPLY COENF11,t% TO EACH FACE OF CHOIR)SHALT IN IATERALI.V 01UCED MINI PRIX'f.R BC OL 1 TOUSS ANO BNL"SS OI"FDRAWINGS SE LOCAfFO ON I14IS RESICN, POSIIIDN LY AITACHFR PL YM000 SHEATHING, n0110M CHOnD 5606 CONNF CI BITS PF,I7 DOAWINGS 130, 150 6 IGOA F OFSIGN%tANOAROS WTIH PHUPE"LY AifACHED nlf iD CF AI-[NG -- SFE W = BC LL NPW LONE ONM W/ADPL 1CABLE PROVISIONS OF NOS 6 HIT AN ENGINEER'S ALPINE TFCINICAI- UnOA if. 17/1/971 FOR PRIX'ER STATE OF SEAL ON IIHS UnAWING APPLIES TO tHE COMPONENT OFPICIEO HERE DRYWALL APPLICAtION. FUIm11SH A COPY a v T07 LD. 4LEN. 34-8-0 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OWER WAY, OF 1141% O FIO Q ` nl.r. — A - DESIGN ID THF TRUSS F.nECfInN r IPI tHU55 VIAIF INS 711411E u.. - Job: (4-3587) LOT T18 7' MONO GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 02 N UPLIFT (LB): 420 360 WEBS 2x4 SP 03 BRG,LOC (FT): 0.00 6.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS GIRDER DESIGNED TO CARRY 09-00-00 TRUSSES FRAMING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT --------------------------------------------------------------- FROM OTHER SIDE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS --------(+)-Gravity A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ----------- ----(-)-Uplift-------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T UPLIFT NTE* I MR% HANGER MRM H5 -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2X2 3X4 m 0 6p m 3X4 (A I) T 4`3 Li g X 3X3 �`--2' + 7 R=1102# W=3"8 R=812# W=3"8 TAG = T25 SED: 61253 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. IRU SSES REOUIRE EXTREME CARE 12/08/94 T C LL 30 .0 PSF REF *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN On THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9i BY TPI. SEE THIS DESIGN V$ E'lfr TC DL 7 0 PSF DATE 12/08/94 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNEC iOnS ARE NAGE OF :Of,A CAL V. STF.FL MEETING ASTM OUI RE ME NTS. UNI.F 55 Ot11F RwI5E INnICA1F0, lOP _ - eC DL 10 .0 PSF DRWG AA46 Gn D EXCEPT AS NOTLO A141 Y CONNECTORS 10 EACH FACE OF CHORD SHALL DI L.AILHALI.Y OHACFO wITH PHIX'Ln 5606 O P TRUSS AND UNLESS OTHERWISE LOCAIF.D ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD S1IFAIHING, IIOrTUM CHORD - * BC LL 0 SF / NPW CONNECTORS PER DRAWINGS 130, 150 6 i60A f, IXSIGN STANDARDS WITH PnOPEnI.Y AlIAC.HIn RIGIn Cl 11 ING -- SEF STATE (]F TOT.LD. 47 .0 PSF 0/A LEN. 7-0-0 /] I:UNr OI1M w/ADPL ICARLF HDOVIS IONS OF NDS 6 IPI. AN F.NGINF.E n'S ALPINE fEC11N ICAI UI'DA II I//1/911 TOR rn0r>(n t• Q� f�1 •. •• •,. ..,, .,•....,•, ,.. ..i. nn..nn.v., nc n,f rfn,.0 n[ h11vw11 •Pn,Ifl l(1N f1,1]N IC11 A r'RPY!lf IVIS w CO RI� o nT In F-Ar �� J ob: (4-3587)--LOT T19 0'4" COMN SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 6.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -10000 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each) HHUS48 - + 42990 -16600(IOd 2ply) MTT2BB - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5'2" 4X4 m 6 p .-L N o X4 A T:4 '3( 9 7' 3X3 R=343# W=3"8 R=315# W=3"8 TAG = T40 SEQ: 61255 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/08/94 TC LL 30 .0 PSF REF )(*IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNis X11' ' TC C DL 7 .0 PSF DATE 12/08/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v 11 0� ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMENIS. UNLFSS O111ERWISE INOICAIED, TOP - - BC DL 10 .0 PSF DRWG O A446 OR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL OE LATERALLY BRACED W11H PnOPEP - 5606 - TRUSS ANO UNLESS 01TWPHTSE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOO SHEATHING. BOTTOM CHORD IT BC LL 0 .0 PSF N P W CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS MINI PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF CONFORM LD47 0 PSF D/A LEN7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECINICAL UPDATE (7/1/911 FOR PROPER p . . . -- -- -- __ ,,......,, ......11..,1 . 11— — I— .S. �ORIOP O , I-II In C A r 1 �� J O b' 4- 5 7 T T20 9' HIPM 8*SQ R C THIS DWG. PREPARED FROM COMPUTER INPUT LOADS S DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N :B2 2x4 SP 01 N: UPLIFT (LB): 280 210 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 8.75 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xx* UPLIFT xx* I x** HANGER *xx H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d )ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#06d )ply) MTS12 - -2000#(2 Each I HHUS48 - + 4299# -16600(10d 2ply) MTT28B - -3786#(2 Each) (SOd)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2pty) I GUS48 - + 8000# -2650#(16d 2ply) 8' £S'r50 - --- - 1 ' I GUS5.5- +11335# -39450(16d 3ply) ------- - ------ -------------------------------- REFERENCE HOLMES LLp"gR DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3 m v m m v 6 p 9' 82 3X3 2X4 (A 1) 4"3 d 3e, 4X5 (R) �---2' - -+- 4'3"8 4'8"8 9' R=613# W=3118 R=386# W=31' TAG = T24 SED: 61257 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PnODUCTS. INC. TRUSSES nEOUfnE EXTREME CARE 12/08/94 TC LL 30 .0 PSF REF 2 **IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND TC DL 7 .0 PSF DATE 12/08/94 ``,111 1 DEVIATION FROM 11115 DESIGN OR THESE SPECIFICATIONS.1CA 710N5, OR ANY BRACING. SEE 1118-91 BY lPl. SEE THIS DESIGN �Uc� F :� n FAILURE TO BUILD THE TRUSS IN CONFOPMANCF WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PF.nMANFNT ORACING RE ALPINE CONNECIOnS AHE MADE OF FOGA GALV SIFEL MEETING ASTM OUIRFMENIS. UNt FSS On1TRWISL INDICAIID, IOP - - 8C OL 10 .0 PSF DRWG O A446 OR B EXCEPT AS NOTED APPLY CONNECrms 10 EACH FACE OF CHORD SHALL OE LATERALLY Will'WI 'PROPER 5606 TRUSS AND LINIESS OTIIFn11iSF I.00ATFD ON TIIIS rKS1GN, POSITION LY ATTACIIFD r,FYWDOn 50TA111ING, nOTIOM CIA71rn W BC LL 00 PSF Np y,) CONNECTORS PEn OIIAWINGS 130. 1b0 F ifiOA I. (It!;IGN SfANOAHOS WI 111 11110111111 AIIAfi4IT 1111:10 1A 11 INF, !if 1. STATE OF - TOT.LD. 47 .0 PSF O/A LEN. 9-0-0 CONFORM W/APPLICABLE PROVISIONS OF NUS 6 IP1. AN ENGINEER'S ALPINE tEC11NICAL UPOAIf 1//1/911 ran PROPER C D P P� SEAL ON THIS DRAWING. APPI.IES 10 THF COMPONFNI OFP[CIED HERE DRYWALL A11111.ICATION FIIRH M NISA COPY OF IS ': RtO Q': ouR.FAC. 1 .33 IN ONI V. ANO SI UII NO HF 1111 IfU UPON IN ANY 011411 WAY I n(SIGN 10 1,N IH., 1111 CIION f.ON 111 A(:I OII '. G)NFF" ,•• ,PncTNG 24.0" 1YPF spec l J b: 4- 5 7 T T22 9' H IP M 4'SB RBC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 290 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 8.75 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -4550(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -3786#(2 Each (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each (16d)I HGUS48 - + 6640# -21990(SOd 2ply) MST60 - -4688# Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650/ Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' 5' T 4X5 (R) 3X3. T1 m .`T 39' N 6 2X4 (A 1) T a-1 r1 .i a 3 � 8 4X5 (R) ITT (� 2' J - 4.3118 — 4'8118 9' – R=613# W=3118 R=386# W=311 TA = T39 SED: 61264 PL TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/08/94 TC LL 30 .0 PSF REF *IMPORTANT-x*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND „1111,, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIB-91 BY IPI. SEE THIS DESIGNAAI V$ �'�� T C DL 7 • PSF DATE 12/08/94 n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 20GA GAL v. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER -N 5606 _ 0 .0 PSF NPW \(„v\ TRUSS AND U .ESS OTHERWISE I OCAI(U ON THIS DESIGN, POSITION LY ATTACHED PI YWOOR SHB FA111ING. BUT IOM CIIDRO 8C LL CONN(CTORS PERTWW I➢1AWINGS 1.10. 1!)0 6 Ifi0A F. IASIGN STANDARDS WW1111PRDIIERLY ATIAa1FD HIG10 LI It ING SEE -- r—nnM MYAIrAnIF PnnYiSInNS OF NITS 6 TPstA1F OF TOT.L0. 47 • PSF U/A LEN, 9-0-0 1. AN ENGINEER'S ALPINE TECIINICAL UI'DATF 17/1/911 FOR PROPER T ^^ Job: (4-3587) LOT J7' EJ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ORNFULLYEOPEN100.00 MPH. MEAN HEIGHT 15.00 FT. ENCLOSED REACTIONOF 212.01. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *MM UPLIFT *M* I MIF* HANGER **M CONTRACTORS WARNING: H5 = -455#(Jacks Only) I HUS26 - + 2751# -1206#(10d 1piy) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660000d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) (10d)) HHUS48 - + 5180# -2000#(16d 2ply) MTT28B = -44550(2 Each) 16d)I HGUS48 to + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16a 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) ---------------------------------------------------------TAIL-- R�E�2�HbL�1��B.UMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 11'6"4 m 0 .-I 6p m -r- 2X4 (A 0 4"3 8' R=526# W=3"8 R=73# W=1118 PL7. TYP.-ALPINE DESIGN CRIT=TPI QTY = 26 TOTAL 26 REV. 17.2m 11 SCALE590 5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T ��� TC OL 7.O PSF DATE 12/02/94 UfFAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OST80 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE [W)ICATFO• TOP - - BC DL 10.0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER 5606 0.0 PSF N P W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC L L CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.L D. 47.0 PSF 0/A LEN. 7-0-0 �� ���••••••••••••�•••.� •.•.•............. n� .".a. a Tn♦ au FA�Tuece•e Al PTNo r-TI•AI -ATV I7141011 Fnn PRnPFR i w. . O� Job: 4- 5 7 T J THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP 12 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTIONOF 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. --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 2751# -12861(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS25 - + 33151 -15501(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -37861(2 Each) (10d)I HHUS48 - + 51800 -20001(16d 2ply) MTT28B - -44551(2 Each) (164)1 HGUS48 - + 6640# -21990(104 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +1133501 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 10.6.4 m 0 6 fV T 2X4 (A i) 4'3 B' f R=445# W=3"8 R=44# W=1"8 TAG = T21 SED: 59300 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEGUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND i\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN ��1�"US�11� �� TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ' O V ALPINE CONNECTORS ARE MADE OF 20GA GAILY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10 .0 PSF ORWG (� A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 .0 PSF N P W `` \\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - M BC L L CONNECTORS PER DRAWINGS 130. 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.L D. 4 7 .0 PSF O/A LEN. 5-0-0 \N\ /::k CONFORM W/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER Job' (4-3587) LOT J3 QJ THIS DWG. PR5PAREQ FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP #2 N UPLIFT (LB): 220 200 200 WEBS 2x4.SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 37.25. ----------------- ---------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- WNW UPLIFT *** I *** HANGER *** CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT289 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 9 6"4 0 6 (7 2X4 (A D �3 �8 �---2' --�- 3 --� R=384# W=3"8 R=14# W-1"8 TAY = T22 SED: 59302 PL7. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL 2 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF (�� *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T���g� f'�., TC DL 7 •0 PSF DATE 12/02/94 ^ \\UVV�L�\ FAILIRiE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PE O\\\\\\/� ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ BC OL 10 •0 PSF ORWG — A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC LL 0•0 PSF NP W (/\�\\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W /�\ CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING__ SEE - STATE OF TOT.LD. 47.-0 PSF OSA LEN. 3-0-0 J O 4- 7 T J7' HJ THI ON . PREPARED FROM_COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 340 880 Bio WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 318.75. --------------------------------------------------------------- --------------------------------------------------------------- -----TYPICAL SIMPSON-OR-EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. - - --------------------------------- MWW UPLIFT WWW I *MN HANGER WWW A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600110d 2ply) CONTRACTORS WARNING: MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) THIS TRUSS IS DESIGN PpEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each) (16d)I HGUSAB, + 064DA 2199#(10d 2ply) AT SPECIFIC LOCATIO '�fgICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I H #+ M4#x 2650#(16d 2ply) INSTALLATION TO ENS UUUUUURRRRRR dddddd777ttt THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) ---------------------------------------- 12-8"12 ---------------------------------------12'8"12 PFFFAFNrF HQ1 MFR I I1MRFR nFTAT1 qHFFT F nFL.11RL11 FT/HANGER DETAILS 11'6"8 1.5X3 m 0 4.24 v . m T 2X4 (Al) 4"3 8' �----2'9"15 -+- .9' 10" 13 �-- 4'2"15 5'7" 14 R=559# W=4" 15 123# R=319# W=1"B TAG = T20 SEG: 59306 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - .i TOTAL 1 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF (�2 )()(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN 9'.': TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFOMUNCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTN GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC OL 10•0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL A0 •0 PSF NPW CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 47•0 PSF O/A LEN. 9-10-13 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � OUR.FAC. 1 •33 [N ONLY, AND SHALL NOT BE RELIED IWON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SpACING sEE AeovE ack 1SR1 NATIONAL DESIGN SPECIFICATION FOR 11000 CONSTRUCTION ��rrrlrl.�trt' TYPE Job: 4-3587 LOT / T21 9HIPM 6'SB R THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR.' TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 290 200 WEBS 2x4 SP 03 UPLIFT (FT): 0.00 8.75 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN -------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift ---------------------------------------------------- ---------- xxx UPLIFT x*x I *** HANGER **x H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d !ply) MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d !ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 200 MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(160 3ply) ----------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6' "�' 3 5X5 3 u T m m 6 � 9' X 2X4 (A 1) 4-3 4- e 1 ti �- e 3 4X5 (R) 2 '�- 4 3 8 •-( 4 '8"8 -1 R=613# W=3"8 R=386# W=3" TAG = T38 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL 1 SED: 61259 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CAPE 12/08/94 TC LL 30.0 PSF REF WIMP0RTANTlE*SHALL NOT BE RESPONSIBLEFOR ANY ARNI NG 1N HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 111VS iTTC OL 7.O PSF DATE 12/08/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSISS BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , fi '��ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED, FOP _ BC DL 10•0 PSF DRWG ��%fea� A446 GR R EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPFFn 5606TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYW000 SHEATHING. DOT10M C11pR0 - W _ BC LL O O PSF NPWCONNECTORS PER DRAWINGS R 1IS 150 6 160A-F. DESIGN STANDARDS W1T11 PROPERLY ATTACHED RIGID Cf.il TNG SEE STATE OF TOT.LO. 47 ,0 PSF Q/A LEN. 9-0-Q CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL LIPOATE (7/1/911 FOP PROPFR . .� Job: (4-3587) LOT THIS DWG. PREPARED FROM COMPUTER INPUT ADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR.. TOP CHORD 2x4 SP #2 N *NWARNING*x AN UPLIFT REACTION OF -228# 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 (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS CONTRACTORS WARNING: (+)=Gravity (-)=Up l i f t THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING xxx UPLIFT x*x I *x* HANGER x*x INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 -455#(Jacks Only) I HUS26 - + 27510 -1286#(tOd 1ply) MTS12 = -10000 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(IOd 2ply) MTT28B -3786#(2 Each) (104)1 HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 68'6"4 T 2X4 (A 1) 10 3 4'3 B' 1 �2 � 1 R=505# W=3"8 R 228#-W0#"0=1"8 TAY T223 SED: 59304 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEGUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF n� *IMPORTANT M SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ^ \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIg DESIGN �1NIUS 11�NN�� TC DL 7.0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTe6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMENtg, UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG O A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 _ B(". L L 0 0 PSF NP W TRUSS AND DRESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W CONNECTORS PER DRAWINGS 130. 150 L 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ STATE OF - TOT.LD. 47 .0 PSF O/A LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER O Rte' R SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS i' Q � OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IINEE1'�`'T•� SPACING 2 4.O" a C k W--TP T TINSTITUTE. NATIONAL NSPECIFICATIONF TR41Ci ON '' NIN NIIINT TYPE e h�Jy��nO 0 85'ZZ 00'Sl 00'9 00'9£ 00•1Z in0 �./ M.1001n.0Ou 100100 I� o` ss•c£ o0 Mr,.00 F9 OFIREWALL .. C ONiO -TI o 1 1 NW P W� J V 00CD 0a W M O D N NC'1 O� / 'q 09's w OD r- > m M 00'L5 Z ® r M..00.t£.0ou00 \, .00'lit U1 Nr .� tNll O 4m $ O 8 M..00.9£AOu •Q J O o N 00•ZZ 00.0Z 00'L£ 00'1Z .7z ® BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) 26" , nnDccc. 1 C2'7 1 IAIVCInr r1DIVr di^riTl l I nn a nr T\/rnr_