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Permit 1275 Linkside Dr (vault folder) a ADDRESS 0 `7-S BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING - 9 SLAB !S FRAMING COVER-UP INSULATION FINAL BUILDING -�` C.:- CERTIFICATE OF OCCUPANCY -- - ELECTRICAL CCUPANCY - `ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # NOTES : , IQ� n a Jam.-�LS2,� R. x}9971 DEPARTMENT OF SUILOW0 CITY OF ATLANTIC BEACH ... VOMIT,IT XIII `43T10 .. _ . . ..-' - » LQOA t}N I 4U - 04, o ; 99' I 1�dd , .1 ? L NIi�ST. DRIVE Ptrm t; '' ►'pea: 67ELL. 1 ' ► R'" T s. FLORIDA 32233 Aft r Work #vW Cions tr, Typo: WOOD,;' '� Lo � "Block.- a + T I L� 11 NO: 03wY�1ra� ,. 1 Code: Sub4'1vi's6a S1LVA LINKS ITII' , Tot Arnot. '$10 AL, 161,11 I o UAI�'OR ,IRR�C3AT TON �RPO3 OW Int.4 IDA'CSIDE, DRIVE IMPACT so -.00 , FEE 'LCB.T �� ` P . .. AP DOW G S-R.,III . PDQ 00 it ,af � yyy �y ,p ��`. '� "� �a 4rx a� '�"' fi�.� �` �5 rm arlrvx.t�sruw¢�au ,w �+� �_L:�p*,��ea��.�.•4..,ae ��:vr:�z.,t i ON so.6a y��++�1 r� in �+} t��t�lyyl�.riff w � 10 I.1 ; . ' ' 'P+ S] C N 114PA-CT PEE }4o ._stj'i.�."n oS, Q , NO CES: NM CIE�-ALL CONCRI~TB i�i�ll$ANCA FoanNQS MUST BE INSPIaCTEI�'BEl`C1RE PQURINIG PERMIT VOIt?SIX MONTHS AFTER©ATE o JS' e BUILDING MATERIAL, RUBBISH AN6 DESAJS FROM THIS WORK MUST NOT I3E PLACE©IN PUKIC SPACE,AIV©MUST BE ,CLEt�RE©UP AND HAULE�?AWAY BY EITHER, ONTRAI TOR OR OWNt R WO "I" 3' 3 VIPI�Y �` T t THt ME M N + ' I I I I .I,�AVI/`G I' rLf LT IN T � R+ P! ' "Y t I INGiT1WI+�Iw` FC��i" A1�� ►M ISI f + '� �A �P, �" U -A, CC I~IC�1 #OTO,Af PE pV-f PIANS WHICH ARE PART OF THIS PERMITAND SUB ECTC TQ REi/IwtGA I£?N'10R . OFAPPLICABLE'PRE,�VIIONS.CSF LAW. t�itY.EII►:14 A�"LAt�tTIC BEACH BUILDING[CEPA MENT' �' ,r � � � FFE $10.n0 AE WCATIM FOR VEIL PERMIT CITY OF AZLQMC BF.ACEi PROPERTY OMER dame: �-• .� Day PhoneZ W' --,-�6'X Address c„1 _� �'�, �K" APPLICANT. IF OMER IM aMM // 0�.1� r P WM 2i �K Name: 6._!� � CC•'`��a��-cam'' Day JOB Address or Location:r, � Legal Description: Is well to be used for drirkipg purposes? .il�o Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report frau.the State of Florida Health Department furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department• Department Notes: I agree to canoly with regulations stated herein: f ture Date NOV�E -------------------- 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 LAt $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. BLS CITY OF, 4&4A& fidacA- t ` Office of Building Official REQUEST FOR INSPECTION Date y % ' Permit No. Time A.M Received �� P Job Address Locality � ,- Owner's1 4 Named Contractor SCTIL�ING�- — CONCRETE ELECTRICAL PLUMBING MECHANICAL min l . Footing 11 Rough Wiring ❑ Rough 11 Air Cond.& ❑ Re Roofing ; Slab f Temp Pole 11 Top Out 11 Heating Insulation Lintel I`. Final f i Sewer t; Fire Place Cl Pre Fab —� REeSPECTION Mon. ( ��) Thurs. ` AM Inspection Made FTJ "` � ( Final InspY3cUon Corhlicate of Occupancy 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 7— $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG t i i Ta.-Ifirtratt of Orrupancu (situ of .Atlantic Near l — ioriba Department of Nutlding Jnspation This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification ` "- ' -' � } 1 —' t E Cis V Bldg. Permit No. 3`' Group W {' -2111 t Type Construction 3/#. Fire District Owner of Building, en c 2eL` Estatc Address Building Address DR. Locality --lant.i c u_ si, F32233 By: DON CFORD Building Official Dater POST IN A CONSPICUOUS PLACE 254 P07, MAP SHOWING BOUNDARY SURVEY OF LOT 74 BLOCK AS SHOWN ON MAP OF �e-�VIR4�6 4 6 q A5 RECORDED IN PLAT BOOK PAGES 2-4 0'2,qlf OF THE CURRENT PUBLIC RECUKLI� 1--F "JI.-L LA FOR; NOTE -,if,03-S SHOWN HEREON ARE BASEDON TME ABOVE MENTIONED PLAT. 74;9 a4 7,44-f 'evmsh S ",rr Al. Asy 04fz go"e. l< U4 eo, ul 'zz uj oi 4v L� Q, ff_l.OeV vo fit X P4 k� "1 16 r4 \3 14 1. CIA, S z 0-I)e x �e 7eA? 04 lip. 199 4,3 N z A Ile.IF A p Afr- P&I V46 (00, 'ed'Acr-,0,04VArV-) Building and Zoning I HEREBY'CERTIFY THAT THIS SURVEY PERFORMED UNDER MY RESPONSIBLE -'!RECTION, MEETS THE MINIMUM LEGEND[� TECHNICAL$TAN DARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 F I•+-6,FL,4.AD Ml NILTRATIVE CODE a f,'QNCRETE MONUMENT 'R� -H- (pu�RISUANT 10$ECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE. RE NO visiBLE ENC )A�l • 112"FOLINDIRON TS UPC SURVEY. MENTS UPC THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS lb 1 j2-SET]RON-L.E.17DI I B.R.L. BUILDING AESTOPCTION LINE FLO RTIFIC L AT. g. THE OT "HOWN HEREON IS :N R-0, 00 ZONE I'S SHOVIN �.-% Tllf FLOOD INSi,PIANCE RALE CLARSON ANIS ASSOCIATES, INC. R RADIUS d'DD1843 NALDO AVE, JACKSONVILLE, FLA 42207 C.OMW,�pjj7Y PA14EL W' '<'0r'7.1- A ARC WEITANCE CK CHORD DISTANCE I.C. POINT OF CURVATUF& PT. POINT OF TANGENCY sURVEYFID, GISTrRrD SURVEYOR NO. ZIF41 i:Lk P.R.C. Pt-)WT OF PEtAF09 e0lIVIE SCALE: Z"' ace. PDINT nF r,0#p0vND CUM CITY OF r�G!aatic �'tac�(c - lrlertcdez M SOMME RO" -- --— - —— AnL.A MC dFMCH,FLORA=3-s"s TFLF.HONE(fM)wswo FAX(fM)2^SMd NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water ` is no longer needed: Permit Number Address _. �._ C A c B Y'�L , /L_�.. I ). . Si rely, Building Department 1 �'d:�?'�Cr i r .0 P.��.-0:5��— ��•��isFl..as �, Of.€c c� i�+F�idlna Official r Permit No. rece Jct ncL Y -- Ow,er s Contractor .;ulL0 '�� C: _:T e ELECTRiCA[ "� PLU"FE G Mt' iANIC,-, Foof,�nc Rough Wiring Re Roofir.g Temp Pole Too Out Heating nsulctloc Lirtei Final Sevier - Fire Place Pre Fab READY FOR INSPECTION' A.M, cn �T«ues�/ �i Wed. ?hurs. Friday_ P.M. spection Made F, Certificate f Deb cupancy � �/ Date 17121 po.2 _ - MAP SHOWING BOUNDARY SURVEY OF P OF AS SHOWN ON MA LOT _ T E31_OGK Al, /--�- f + F4 fZ f/W Z Aj � � 1C REC!7RQ5 �F �7UVAL C��., FLA, �✓ PAGES 23 '�OF THE CURRENT PURL AS FECC]R[)ED IN PLAT BOOK _�— � FOR: — NATE: BEAR Nt3S SHOWt1 HLRFON ARE BASED ON 'THE ABOVE MENTIONED PIAT,. 0 Yom. GN( �c1, " (7,.!2j 411,0 4' rd.Uf7!/ /AG .EC?D5l"C' Yf4°T,�7D.4?CIi4 r . 17 P . 0derAl, A*RAA6-'_ 2 EAsy V p Z_ 4 V Z Zy r 3 � c oa S. � e ►, a Qs tia � tzz 4 a � a.r ID R 14;> °L�,�' I %tI x `�i ,�,!' w 1.1.1 ' !�• si � , e,� 3. c a � ry ... . ! t �,.. V 4Crc l G� TBGq,3f At tri f,d J7D4 PAU t/e 201995 Mguildiog nd Zoning 114EREBY CERTIFY + A Hil' SURVEV. P%RF RMED LENDER Ia1Y RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: tChttil!':5L}TALI=`pRU F?� LA s s RVEF /�S IN ACCORDANCE W17W CHAPTER 21HH-6,FLA.ADMINISTRATIVE CODE ■ CONCAL E MONUMENT .PURSUANT TO SEC710 N 47 .f,,27,FLORID'°STATUTES I,AND FURTHER CERTIFYTHAT THERE ARE NO VISIBLE ENGR{?ACH- irr'FOUND IRON tv1E,yTS UPLiPi THE SUBJECT PF rtYf-RT` EfCEPT A$ SHOWN �1N 7HlS SURVEY. 0 1!2'SET IRON-L-8.1704 /TS B.R.L. OUILPING NESTRICTION LINO FLOG �y�+l'4TIFICATE _HE ,c��h�{7WN HERCC4 IS IN FLOOD /+ �y /� CENTRAL ANOIE ?�7NE `.,'--�--fes AS 5� 141 N .HE FL OD ,NSUR.At�,..^E PATE CLARSON AND ASSOCIATES, INC. R RADIUS MAP. 2 QMhdl�N1T'F PAtVEL N" 007 h 440t , DATEU 4-1744 1643 NAI-00 AVE, JACKSOHYILLF, FLA 32307 A ARC WSTANCP _ cN. CNORP DISTANCE p,G, •aINY Of,CgitVATURE t1Hv�Y�a s: zzrsr , ��/ P,T POINT W f#jj&t Z-f(, FLA. c P.R.C. POINT Op RevegsE cuRve p.4,C. POINT OF rna. ---- DtPARTAIIENT OF,BUIf. 11NG OV OF ATLANTIC BEACH �. .PSRN I TNF �`l 00 LOICAT i D `sroPW T I 'ON, NA it, ISi t, I «IIS ASIC' 3NLa ' G a o 0f N'� .,� . � __ P it r. Ty ` `A L c :, St`3 ► NCLM VJWI L ,` 'taurx '.s RNCt ; xuftpeovx c o's C f Amo S2 .00 off 0 Mit 5..60 he, leg . OLO WA� � g 5 , 64S ' I� 5 . IADCNC w 4 OWNER" CIT .90 CT ON 0 .00 T mettic T-11 C SiD ' , +'' C x IddTESa .. NOTICE--ALL CC PRET_ fPRAMS AND FOOTINGS MAST B IN >�+ T I B 4RI«;POt�I � I'ER1V1fT V010 SIXMONTHS AFTirR#A?# 1 f a SUiLf #PJC MATERIAL,RU tSW A i# I�jjRI5 FROM THIS WQRK,Mi�S"��tp� 'EMD: #C?lt�t153"�i~ GtEAiD UP HAtlLEC>AfA �'< ii�tER CONTRACTOR tJR7WIiFi s F EC � � Kim ICE F ISSUED'AGCORfl#NQ TQ AGi~tQVA PLANS Uu HIGH AAE PART O T##IS Ff=RM#T AND SUJEC7 T3 R �T#� r YICFLA'C#ON Oi'APPLIC;AI3LE PAtViSONS"' 7i*LAW. ATLANTIC i=Ac B�I�C3#NENT', ' om ' r CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCAT ION: 1 -7 �r Z-/�'�'S /7J �I, OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: TELEPHONE NUMBER: STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS -URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOVER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ------------------------- .w. ------------------------. ----------- INSTALLATION OF PLUMBING AND FIXTURES MUST Ba IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247-5834 CITY OF ,A OMCC� Of BUNding Official E REQUEST FOR INSP- CTION Date Permit Ho. Time A.M. Received PM-4 1�7j— re -'o 'I, ,"'e— Job Address Locality Owner's Name Contractor --,4- BUILMING CONCRETE fL-r---C Tr 1-5 CAL PLUMING MECHANICAL Framing Footing Ac"g Rough Air Cond. Re Rooling Slab T - —top Out Heating Insulation 'Unlet Final�al �,k�tc- Sevxr Fre Place Pre Fab READY FOP INSPECTION �M Tues Wed. )hulls. Friday *9 inspection Nladc --Gloi lnspcclion of Occupancy DATE: a PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: --- --- ------------ ys _ __^______________ __ �- - ---- -�__ e _ - ------------------ ------ ----____ ----_------------------------------- ------ ----------------- ------------------------------- Enclosed are the blue copies of the permits. SINCERELY, 2iINSDIVISION cc:FILE N A O V EAU ET _ �W ;994 FDR USSES.. a 0 0 0, N Y n C En O� r m x U 1 1 PLATE HEIGHT & ROOF PLAN o NOT TO SCALE SHEET _—. �of 2 C' 7 C � G A 24"O.C.IN f26 (�) I JA I O j W a NW a N I V I I � y - - - - I n m m w y ] I a J N rC^3 vl �� v 1 ll lfo r5 2411 O,C.fM:U 111 24"O.C.iM2U 119 45'- D)ESIGNFR KPC CHK 8Y H�TRUSS lJ�.7 S COBER p pIANROJECT:DATE X708VAtKJNC JOB ti-566'1 ION LJS ' _ �OO LOT 76 � JACXSO 6550 ONVILLEI FL 32244 PHONE 904 772-6100 FAX (904 772-W3 AAA { I' Big q 4�J l — z 999 -- ul � ' AGr - oo. ~ to _ •�.�. U, Ln L � it � � �• - ;zm Z7- ,04- 4 Ig 1 31 1Au '9 K it CES"" CHC.BY E, HOLMES LUMPIER JO&R --- _ WE ��, TRUSS CO. _rt -- -- - — -- .WtltSWAIE,FL.32244 RUE(9D4)772-6100 FAX(904)772-1073 ., A i Ian 111 I X111 NIFIC. u.•SFS AM RFPAIFIq / STANDA140 HIPJACK1F )wr. PITPARUD FROMCAMPOUR INPUI ILOADSS n Is SIMMITUrl BY IBIJSS TOP CHORD 2x4 SP R2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. DOT CHORD 2x4 SP 02 N UPLIFT (LB) : 310 220 200 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 ENCLOSED BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCAT NNRPARTICULAR CARE IS ADVISED DURING R=5671 W=1"8 INSTALLATION TO E' E THAT THIS TRUSS IS ERECTED PROPERLY. I#� 12'B" 12 1.5X4 1 .5X3 0 5.66 (7 M 477 2X5(A1) 2'9"159' 101113 a�s — —9' 10"13 —� R=588# W=3"8 R=i18# W=1'18 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = f TOTAL = f ..��:"US'1� 1 REV. 17. fe SCALE =0.3750 AI PI ISE ElAilariM-B IMp101A:rs. Irrc 11114SES%IIM EAtMMF CAVI t ••••.f .'1 TC LL 30.0 PSF REF *I MPGR T AN T x*511A11./Ai BE MSI 1NSIp E f dl ANT AfTN I NG 1N IIA NiM I/IG EMg Elp1 AErB s t 11EYmm"rrinN t111s 1fE516f1 dl 1MSE SPICIFICAIIdS. d1 Allf OnAr:11A;. SUL Ion-91 BY IN. Sit MIS OLSIGtf S6Q6 TC DL 7 .0 PSF DATE 10/14/93 1AIENr1Eru 00110 AHE IMSS III CrnOpMAF$:E Nlirl OS100 BY 1111 FIAT A101110NA1 SPCCIAI 1'EMAMr1I OIUCIIIG 1[ yAt.PIfIE L'OfIfIECTOnS AM MAIZE [IF 70GA GALV. StLEL M:El1A":ASIH 111110E"f.IN5 MISS OIIIIMISE itA1CAlE0. 1d1 •W f DC DL 10 O PSF ORWG A446 fin 0 E%Cf PI As IIOlrO APPLY CdplFClrfn5 r0 EACff FACE d C11O10 SNALL BE LAtEltALLY MACE()Will MIt"tn ? ! DC LL O.O PSF MSK O . `t (Hiss Aro urAEss PnfEmftsE Lor.A1rB ON rr+Is 11Es1d+. trosnldl LY AnAaNB PtYMOf1D s1lrAlnurr,. BOtItrM oApo ,�pID�'..Q - C.IpNEClfglq 11.11 Ip1AWRIGS IID. c10 G u�A I. dsual t:LAfl)AIVIS villi If"'uB.Y Ai1AOF.0 PIC-111 CiAl 11r, -- S1.1 % 1,1'FGlNEEQS = tOT.LD. 47 .O PSF 0/A LEN. 9-10-13 Unit Mw"1A111.ILAIn1 11nVISIlnr1 U MM3 C 11.1. AN UA.ItIfil'S AII'Iln It 119r1CA1 I111AIt 17/1/911 Ilp1 PINp1N •..• SI AI. dl 11115 VNA"tFtG A111.115 lu lit CUMPMENt MPIC/10 If 19. INIY"AII A111 ICAIION lOIA11511 A CUAIY is THIS OUR.FAC. 1 . 33 IN dM V. AND STOAT FAIT 111 11(1.1(.11 til"IN ANY 011Cn"AY. PLSIGN 10 IEE nA/ss ENLCIIdI Cdrin,AClnn. SPACING see above n• - lr"F:: A 1r:rim Ale- gn EA IpAu .1 r VAT nlnp JAM cMz r�": TYPE JACK ALPINE ENGINEERED _ TRuss:. "" PRODUCTS, INC. 1950 Marley Drive•Haines City,Florida 338"• (813)422-8685 December 8, 1992 Mr. Todd Berry Holmes Lumber Company P.O. Box 31301 Jacksonville, FL 32230 Dear Todd: Paslode 8d Power Nails (diameter = 0.131" - length 3") properly applied with a pneumatic nailer may be substituted for the 16d common wire nails specified on Alpine multi-ply girder designs in accordance with the substitution chart shown below. This chart may be used for the top and bottom chords. 16d Nail Spacing 2 or more plys as called out Paslode 8d Power Nails on Alpine design spaczna 2" o.c. . . . . . . . . . . 1-3/8" o.c. 3" o.c. . . . . . . . . . . . 2" o.c. 4" O.C. . . 2-3/4" O.C. S" O.c. . . . . . . . . . . . 3-1/2" o.c. 6" O.C. . . . . . . . . . . . 4" O.C. 7" O.C. . . . . . . . . . . . 4-3/4 O.C. 8" O-c. . . . . . . . . . . . S-S/8" O.C. 9" o.c. . . . . . . . . . . . 6-1/4" O.C. 10" o.c. . . . . . . . . . . . 7" o.c. 11" o.c. . . . . . . . . . . . 7-3/4" O.C. 12" c.c. . . . . . . . . . . . 8-3/8" o.c. 13" a.c. . . . . . . . . . . . 9" o.c. 14" o.c. . . . . . . . . . . . 9-3/4" O.C. 1S" O.C. . . . . . . . . . . .10-1/2" O.C. 16" o.c. . . . . . . . . . . .11-1/4" O.C. Paslode 8d Power Nails at 4" a.c. , as each layer is applied, can be used to fasten the webs together. I hope this helps. Please call me if you have any questions. Sincerely, Aritngton ENGINEERED PRODUCTS, INC. R B. Brown, P.E. Regional Manager RBB/law Job: 4-3667 LOT 76 T1 '0 HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS G 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): 950 940 WEBS 2x4 SP #3 .BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS, ENCLOSED BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)=Gravity (-)=Uplift ------------------- --------------------------------------- NKX UPLIFT *** I *** HANGER *** H5 -455#(Jacks Only) I HUS26 = + 2751# -1286#00d iply) MTS12 -1000# 1 HUS26 = + 3315# -1550#(16d 1ply) MTS12 -20000(2 Each) I HHUS48 = + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 -4455#(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 -39451106d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS (f` 21 ' J I�- — 7' 7' -�- 7' -I Y 4X8 1 .5X34X8 m 1.5X3 1.5X3 O 6 p `m 4X5 W) 4X5(A2) 3X4 3X5 3X7 3 X4 �• 21 21 ' 2 -� R=2105# W=3"8 578# 5780 R=2105# W=3"8 TAG = T65 SED: 68524 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INCTRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF *I MP ORT ANT*%SHALL NOT BE RESPONSIBLE FOR ANY' WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 2OGA 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 * - BC LL 00.0 PSF RAG \\ CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF : T OT.L O. 47.0 PSF O/A LEN. 21-0-0 VVV CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 1711191) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS LO RIO Q � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR ' G`TA)E EPGJ --- ----- SPACING SEE ABOVF rvo� h i 0S .lob: 4-3 6 6 7 L T 76 T2 21 -0 HIP 9 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP #2 N UPLIFT (LB): 570 570 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift ------------------- ------------------------------------ *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(Sod 1ply) MTS12 -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply) MST60 -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS15O - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3- 4X6 .4X6 4 C ' (R) T I/ m 0 1.5X3 1.5X3 .•� 6 rj' Q -4--3 3X4(A 1) 3X4 (Al) B 5X4 3X 1- 21 ' �_2' -+= 21 ' 1- 2- R=1140# 2'R=1140# W=3"8 R=1140# W=3"8 TAG = T66 SED: 68526 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, ITS. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ,�T ,Uc�""1,.� TC DL 7.0 PSF DATE 12/06/94 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 DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP — — BC DL 10.0 PSF DRWG (\�\ A446 GR 8 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 560E BC L L 0 0 PSF RAG �)\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - \\"U(�v\ CONNECTORS PER CNAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L D. 47 .0 PSF O/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. �O RIO Q'� DUR.FAC. 1 .33 IN ONLY. AND SRutL NOT BE RELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�`'•` �.,�o��,�,r„�nv rnn__rnuc,armrrnm SPACING 24.0" TYPF hips Job: 4-3667 LOT 76 T3 1'0 LITE ATTIC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP #2 N UPLIFT (LB): 570 560 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)=Gravity (-)=Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------------------------------------------------- *** UPLIFT *** I *** HANGER *** SPECIAL LOADS H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) -------------------------------------------------- MTS12 -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) TC - From 74 PLF at -2.13 to 74 PLF at 23.13 MTS12 -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTT268 -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT288 = -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) 8C - From 20 PLF at 15.33 to 20 PLF at 21.00 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 10'6" }- — — 10'6" _I 4X5(R) 1.5X3 1.5X3 u7 3X5 (A i) 3X5(A 1) 3X 4X7 3X6 }F 21 R=1526# W=3"8 R=1527# W=3"8 TAG = T67 SED: 79406 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 6 TOTAL - 6 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/06/94 Tc LL 30.0 PSF REF IE I MP OR T AN T**SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T1� 11' 11, TC DL 7 .0 PSF DATE 12/06/94 FAILURE 10 BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ _ BC DL 10 .0 PSF DRWG AAAB OR B EXCEPT AS NOTED, APPLY CONNECTORS TD EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 560Ei BC LL 0• PSF L JS TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 6 15DA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF z TOT.L D. 47 .0 PSF 0/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS d TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER G 0 R1O 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 STALL NOT BERELIEO UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. , F GIMEEP`' •--iii•. I:��,�.c Pi arc iu<T iTi�tr uI— - 01q1 NATIOe� f1f SIGN SIFCTFTC ATIDN f(1R WOOD f.ONSLNI.IC TT(1N '�� i . �a SPACING 24.0" ITYPECOmn Job: 4-3667 LOT 76 T4 21'0 LITE ATTIC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP #2 N UPLIFT (LB): 580 520 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ------------------------------------------------------ TYPICAL SIMPSON OR EQUAL UPLIFTMANGER 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 *** SPECIAL LOADS H5 -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1P y) -------------------------------------------------- MTS12 -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) TC - From 74 PLF at 2.13 to 74 PLF at 21.00 NTS12 -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTT288 = -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT288 = -4455#(2 Each) (1601 HGUS48 - + 6640# -21990(10d 2ply) BC - From 20 PLF at 15.33 to 20 PLF at 21.00 MST60 -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 -1650#(Each) i HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6" -}- 10'6" --� 4X5(R) m 1.5X3 1.5X3 6 LO 3X5 (Ai) 3X5(Ai) � e• 3X6 4X7 3X6 21 ' �_2' 21 ' R=1536# W=3"8 R=1364# W=31'8 TAG = T68 SED: 79410 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 3 TOTAL - 3 REV, 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF e I MPGRT ANT *SHALL NOT 8E RESPONSIBLE FOR ANY ARNING IN MANGLING, ERECTION ANO ,%I�I,,DEVIATION FgOM THIS OE51GN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE Hi0-91 BY TPI. SEE THIS DESIGN 11T�us �� TC DL 7 O PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE©\\\ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10•0 PSF ORWGcn (\�\ A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606BC LL 0 0 PSF LJS"J\ TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD\\"U�\UCONNECTORS PER GHAMINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 21-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0, Q� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINEER�', ,c.r.nnNFnnanon—IRUCTtON '�''',u�u�`� ' SPACING 24.0TYPF comn Job: 4-3667 LOT 76 T23 21 'HIPS 9'4"S8 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): 470 370 WEBS 2x4 SP #3 BRG.WC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -12860(iOd 1ply) MTS12 -1000# 1 HUS26 - + 3315# -1550#(16d 1piy) MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B = -3786#(2 Each) (10d)) HHUS48 - + 5180# -2000#(160 2ply) MTT28B = -4455#(2 Each) 06d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 = -4688#(Per 2ply) 1 HGUS48 = + 8000# -2650#(16d 2ply) CS15O -1650#(Each) I HGUS5.5= +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4X6 .5X3 5X5 3X3 T -- El m 1.5X3 O 6 v tD Ln 9 3X4 (A 1) 3 3 B. X4 X8 3X5 3X4 21 ' R=1150# W=3"8 R=977# W=3"8 TAG = T70 SEQ: 79556 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE )(*IMPORTANT)(*SHALL NOT BE WSPOI451EILE FOR ANY WARNING IN HANDLING. ERECTION AND 12/06/94 TC LL 30.0 PSF REF n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��Tc�F'�� TC DL 7.0 PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FE ALPINE 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 „J 1 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD B(, LL 0 PSF L JS- * _ CONNECTORS PER CRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE $TATE OF TOT.LD. 47 .0 PSF O/A LEN, 21-0-0 V CONFORM N/APPLICABLE PROVISIONS OF NOS 6 IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER p p'� SEAL ON TH15 DRAWING APPLIES TD 11rE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �DRIO Q DUR.FAC. 1 .33 i N GNr AN) �irr FO UPON IN ANY GIHER MAY, OF51GN TO THE THUSS FRF..-CTION CONIRACTOIt �� INE ERS"` SPACING 24.0" SDeC Ar 11 NOT BF HF.t.i... ..... ...... ..........� ,.«��.. 111,1_____1111: r�n,a�,uurci�,n.l ''r r.rrr�` TY(�f Job: 4-3667 LOT 76 T24 21' HIPS 1 '4 W SQ 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): 470 370 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ------------------------------------- -------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -12860(10d iply) MTS12 -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT28B = -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 -4688#(Per 2ply) 1 HGUS48 = + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 11 '4" {- 6'El" --L--3 4 5X5 3X3 m 1.5X3 m s io cD - m 3X4 (A 1) 9 X5 33X7 3 e' 3X4 �- 2' -1 21 R=i15O# W=3"8 R=977# W=3"8 TAG = T71 SEO: 79561 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 1 TOTAL - i REV. 17.2m SCALE -0.2500 �1 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 3� (� PSF REF t *IMPORT ANTHEMSHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANO �111/ttI 'DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �AS FT�� TC OL 7.O PSF DATE 12/06/94 FAILURE TO BUILO 111E TgU55 7N CONFORMANCE WITH 0$788 BY TPI. FOR AOOSTIONAL SPECIAL PERMANENT BRACING!ZE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10.0 PSF DRWG A446 GH D EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5Ei06 BC LL O O PSF L JS TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER OHAWINGS 130. 150 C 16OA-F. DESIGN STANGARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ STATE OF - TOT.L D. 47 .0 PSF O/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER e, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS E O RLO Q.`� DUR.Fac. 1 .33 IN ONIY AND SHAT I. NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � � INEEPC',� „._. ......., 1, _ 1� 1 NATIONAL n"GN BPECITICATION FOR WOOD CON9TUWCTTON SPACING 24.0 TYPE spec Job: 4-3667 LOT 76 T25 21 ' HIPS 13'4"SB SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 460 370 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A 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 = + 2751# -12860(10d iply) MTS12 -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(lOd 2ply) MTT288 -3786#(2 Each) (10d)I HHUS48 = + 5180# -2000#(16d 2ply) MTT28B -4455#(2 Each) (1601 HGUS48 = + 6640# -21990(10d 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 L 13'4" - + 2'8" •T• 5' - 5X6 4X5(R) 1 .5X3 3X4 m 0 6 (� r` 3X4 (Al) X4 3X4 3X 1.5X3 20' 11"8 — �� 2i R=1162# W=3"8 R=961# W=3"B TAG = T72 SEG: 26126 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.21 SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 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 DESIGNfI''111i1jT11 TC DL 7 PSF DATE 12/06/94 FAILURE TO BUILD IMF. TRUSS IN CONFORMANCE WITH 05788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE Y v� f � ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP _ _ BC DL 10 .0 PSF DRWG \\U\\ A445 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH.PROPER 5606TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 8C LL 00 PSF L JSx CONNECTORS PER D'AAMINGS 130, 150 6 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING SEE - STATE OF TOT.LD. 47 .0 PSF O/A LEN. 21-0-0 CONFORM W/APPLICAOLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SLA) ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF Tr11s �O RIP Q DUR.FAC. 1 .33 TN DNIY A".D :11 Att N07 OE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F GINE E-, (' I'� • 1 . a„ 1-r ��1. 1 � rexn nn 1` 1t 11111.1 SPC(11 CA„•,. . n1111(DNC 71111111(11 SPACING 24.0” TYPE spec JDO: (4-3667L-LOT 76 T26 21HIPM 14'8" Sf3 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 570 460 WEBS 2x4 SP #3 BRG,LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING OR FULLY OPEN ONLY. DO NOT USE WITH PLASTER CEILING. ------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH (+)-Gravity (-)-Uplift Bd NAILS O 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d iply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -3786#(2 Each) (1Od)1 HHUS48 - + 5180# -2000#06d 2ply) MTT28B = -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST6O - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 14'8" -}- 6-4" -----� 4X5 m 1.5X3 X2 CIO (A) N6 r,-,- 4n 74n X5 X4 3X3 20' 11"8 -J 21 ' =� R=1162# W=3"8 R=961# W=3"8 TAG = T73 SED: 26132 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL = 1 REV. 17.2i SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF (� *I MP OR T ANT SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND t1 \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HID-91 BY TPI. SEE THIS DESIGN 9� 'w ' 11TC 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 ALPINE CONNECIORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - _ BC DL 10.0 PSF DRWG 0 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER -TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYW000 SHEATHING, BOTTOM CHORD BC LL 0•0 PSF LJS CONNECTORS PEH GNAWINGS130, 150 L ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - _ TOT.LD, 47 .0 PSF O/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERSFAL ON 11115 O:IAWING APDL U-S TO THE COMPONENT DEPICTED 1/ERE ORYWALI. APPLICATION FURNISH A COPY OF TMSDUR.FAC. 1 .33 ) Un IIIIISi ITILI:IIIIN CIINIRACIUII `` IN II Ni v A'.1I •,��AI I NIH Ill NII ITU UPUN IN ANY UIIIIR MAY Hl:il(iN II ` �SPACING 24 0" spec rAtnr ,a:,wum rnNs nu:cl ronl '' 11 ,1 `' __ TYPE Job: (4-3667)- LOT 76 T8 37'0 TRAY HIP 12'8 THI OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 540 830 420 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 "I" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)=Gravity (-)=Uplift ---------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. *** UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACKED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 = -10000 1 HUS26 - + 3315# -1550#(16d 1ply) CONTRACTORS WARNING: MTS12 = -2000#(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199000d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 = -4688#(Per 2ply) I HGUS48 = + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14'8" •�� 9'8" !a —12'8N 5X61.5X3 5X6 m 3X4 1.5X3 Z! 00 6 P;- \(A) (A) 3X5(At) 9' 3X5(A i)-047 3 3X 1.5X X5 3X4XQ4 --20' 118 —`— 16'08 —� 37' R=1062# W=3"8 R=1884# W=3" R=838# W=3"8 TAG = T54 SEO: 68601 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND 1 \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ��1�US"£T,i� TC OL 7.0 PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH O5160 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10.0 PSF DRWG ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL O 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 RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DHAWINGS 130. 150 i 160A—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 07.LD. 47 .0 PSF O/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER 0 plop P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q JOUR.FAC, 1 .33 IN UNI Y. AND S11AI.L NOF BE REI IED UPON IN ANY O111ER WAY. OL SIGN TO THE IHl1S`.i EHECi1ON CONiHAC70R' INEERy SPACING 24.0" TYPE SDf'C • -tt! S.I.,., nArc .u..r..I arc ..cru. s 1OCA1 NIT-MAI rtF 1—CPFVTFTCATION F(1U W(In(l CONSJ"i'C i!UN II III Job: (4-3667L—LOT 76 T9 37'0 TRAY HIP 4'8 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 520 870 390 WEBS 2x4 SP #3 BRG.LOC (FTI: 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS W 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)=Uplift ---------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d iply) MTS12 - -1000# I HUS26 - + 3315# -1550#(16d 1ply) CONTRACTORS WARNING: MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2piy) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CSi50 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16'8" -�- -5'8'X6 14,8M 5X6 1.5X 3X4 1.5X3 m 3X5 (A CD co 1.5X3 (A) 6 p 3X5(A 1) 9' 3X5(A 1) 3X5 Vie. X4 X4 3X4 20X11"8 -}- 16'08 Sim R=1061# W=3"8 R=1887# W=3" R=836# W=3"8 TAG = T55 SED: 68603 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - i TOTAL = i REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF t IMPORTANT *SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION A7•X]DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 1�` '� TC DL 7.0 PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10.0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5505 - BC L L 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS t30, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.L.D. 47 .0 PSF rO/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0RIQ�SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DNYMALL APPLICATION. FURNISH A COPYOF THIS . Q DUR.FAC. 1 .33 IN ONLY ANO SHALL NOT 8E RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.[•ll,"".P(AfE [N`t{#LITENOS = 199t NATIDNA{ DESIGN Sf'FCSFICAiION FOR W(IOD CONSTRI(Ci ONSPACING 24.0" PE spec Job: 4-3667 LOT 76 710 37'0 TRAY HIP 16'8 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): 490 910 360 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)=Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. *MM UPLIFT *** 1 *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 = -10000 1 HUS26 - + 3315# -1550#0 6d iply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660000d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 = -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS - 18.811 I m-T• 16'8" ----� 5X5 5X5(R) 3X4 P3X4 3X5 3X5 co A 1.5X3 1.5X3 (A) 6 �J 3X5(A 1) T-9 3X5 lAl) X4 X4 X4 2X4 3X5 5X4 X7 20' 11"8 �- 16'O"8 m �►N-� 18'8" -�- m-�- — 16'0"8 Cu 37' R=1045# W=3"8 R=1941# W=3" R=798# W=3"8 TAG = T56 SEO: 68608 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. 1 115SE5 REWIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF )(*IMPO R T ANT**SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING, ERECTION AND L11I11, TC OL 7O PSF DATE 12j06/94 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIO-9t BY TPI. SEE THIS DESIGN .�� FT,�� nFAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BgACING RE O\\\\\t ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG 01446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PER ONAWINGS 130, 150 F. t6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TOT.L D. 47.0 PSF �/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER P Q'� !i1'Al. ON 11115 GNAWING APPI ItS 10 111E COMPONINI DEPICTED HEI4: DI,YWAII. ARI9(CATION, IURNISII A COPY OF TIIIS ' �0nto •` DeR.FAC. i ,33 IN ONLY, AND'.;HAIL NOT UL HLLILU UPON IN ANY OTHER WAY, DESIGN 10 THE 1RUSS ERECIlON CONTRACTOR. "--Tor . T;1.., �;AiF INSTITUTF, NDS = 1991 NATIONAI DESIGN SPFEJF1CATIDN FDR MOOD CONSTRIICTTON 111 SPACING 24.0" TYPE spec Job: 4-36 7 LOT 761 T11 37'0 TRAY COMMON THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 500 910 360 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 36.71 . UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING --------------------------------------------------------------- ONLY. DO NOT USE WITH PLASTER CEILING. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)Uplift (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY *** UPLIFT *** 1 *** HANGER *** ERECTION CONTRACTOR. H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#06d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTS12 - -20000(2 Each) 1 HHUS48 - + 42990 -1660#(10d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#00d 2ply) CONTRACTORS WARNING: MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING --------------------------------------------------------------- INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 19'6" -}- - - 17'6" _I 5X5 1.5X3 1.5X3 3X4 m 3X5 3X5 -' (A) 0 1.5X3 1.5X3 6 p 3X5(A 1) 3X5(A I) 3X4 -i--�9 �3 ?XS— X 3X3 �- 20' 118 16'08 ---i �N—�• - 37' N� R=1063# W=3"8 R=1881# W=3" R=840# W=3"8 TAG = T57 SED: 68610 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - i TOTAL = 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF (�2 x IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1c � TC OL 7.0 PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10.0 PSF DRWG B A446 GR EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LL 0.0 PSF R A G CONNECTORS PER 014AWINGS 130. 150 [ 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE OF _ T OT.L D, 47 .0 PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P Q'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS <0 RIO Q � OUR FAC. 1 .3 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. CINES c .. r... n..rc .uc......c unc 1 .nca. Nnii(IN Af [IFC I F.N SPFCIFTOATION 1"O MOOD CUNSSR11CT1'. '�'T/.1 . SPACING 24.0., TYPF Spec Job: 4-3667 LOT 76 TIP 13-378 TRAY HIPM 7 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): 590 610 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.04 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. ENCLOSED BUILDING (1991 SBC) JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----------------------------------------------- *** UPLIFT *** 1 *** HANGER *** H5 = -455#1Jacks Only) I HUS26 - + 2751# -1286#000 iply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d #ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(SOd 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (160)1 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13'3"8 -1 7' - .�� - 6'3W8 4X5 (R) 3X5 1.5l m 3X4 - m o O 6 N m 9 2X7 (A i) 3X 3 4"3 � B• 3 5X5 �2, 4 3"8 9' _1 13'38 7 -- 6'3"B --� R=1255# W=3"8 578# R=1422# W=3" TAG = T19 SEQ: 68553 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL i REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF t *IMPORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANODEVIATION FgOM THIS OEBIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE H[8-91 BY TPI. SEE THIS DESIGN ��US � TC DL 7 .0 PSF OATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS AqE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERMISE INDICATED, TOP - BC DL 1O O PSF DRWG A446 GR B EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 8E LATERALLY BRACED MITH PROPEq �j606 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 •O PSF RAG CONNECTORS PER DRAWINGS 130. 150 6 160A—F. DESIGN STANDARDS MIiH PROPERLY ATTACHED RIGID CEILING --SEE STATE DF TOT.LD. 47.0 PSF O/A LEN. 13-3-8 CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER P, P 4O RIS SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q DUR.FAC. 1 .33 IN ONI.Y. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CUNTRACTOR. GINEEPS �• /+ p^ �+ PI AfF 1N'iTITUIF. NOS = 1971 NATTONAI DFSTGN';Pf f.IF IfAIIUN FOU Wo l) FUNSIRIITTIDN rr��.t��•` SPACING SEE AROVE TYPE spec .lob: 4-3667 LOT 76 T13 37'0 TRAY HIP 7 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. : T3 2x4 SP 01 Dense: UPLIFT (LB): 430 910 860 BOT CHORD 2x4 SP 02 N BRG.LOC (FT): 0.00 13.04 36.71 WEBS 2x4 SP #3 :W6 2x4 SP 02 N: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED --------------------------------------------------------------- BEARING BLOCKS: NAIL TYPE: 0.13lx3.0-gflails TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK M-Gravity (-)-Uplift 1 13.042' 1 14' 11 --------------------------------------------------------------- NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. *** UPLIFT *** I *** HANGER *** BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(IOd 2ply) 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) ERECTION CONTRACTOR. MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(104 2ply) MST60 = -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(164 3ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- CONTRACTORS WARNING: REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 13.33 TC - From 161 PLF at 13.33 to 161 PLF at 30.00 TC - From 74 PLF at 30.00 to 74 PLF at 39.13 BC - From 20 PLF at 0.00 to 20 PLF at 13.33 BC - From 45 PLF at 13.33 to 45 PLF at 30.00 BC - From 20 PLF at 30.00 to 20 PLF at 37.00 BC - 579 LB Concentrated Load at 30.00 �• 37' 1 .5X3 21 ' T 5X6 4X T2 X 4X4 x7 1 6 p 3X4 W6 1>1.5X3 4'10"3 4X5{A2) 3X5(A A 1' 3X4 4 X12 4X X4 X4 �' ,8' a j5X5 —13'4" �- 23'8" -� NH 32'8"B ^� �- 30' 7 R=210# W=3"8 R=3938# W=3"8 R=2080# W=3"8 TAG = T20 SEG: 68555 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = i REV. 17,2m SCALE =0. 1018 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND I \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T C DL 7.0 PSF DATE 12/06/94 YS \\UV^`11Av\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM 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 - - )\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606- * _ BC LL 0.0 PSF RAG \\\V(U\^\v CONNECTORS PER DHAMINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 O PS]TYPE �/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/f/9f1 FOR PROPER P Q.'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RIO Q.`. A e�• .33 IN ON[Y. AND SNAIL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTDfl, GINEEP�' g p q C I NG UR FAC. 12'1 0" --StI iilt " ;'LATE INST I TUIE, NOS = 1991 NATTONAI. DESIGN SPFCIFICATION FOR HC00 CONSTRUCTION '''��TI,I,I,� S^El.. Job: 4- 667 LOT 76 T14 37'0 TRAY HIP 9 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 410 800 650 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00. 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ------------- -------------------------------- 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)=Gravity (-)=Uplift ------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 . -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) MTS12 = -1000# 1 HUS26 - + 33150 -1550#06d 1ply) CONTRACTORS WARNING: MTS12 - -2000#(2 Each) I HHUS48 = + 42990 -1660#(tOd 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 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 -+ 17' -i _ —9. -� 5X5 3X5 3X4 5X5 T cn 3X4 A) 1.5X3 O 6 p 3X5 (A i) T 9' _T3 X5(A 1) i 3X4 3 3X 3X6 3X . a 3 5X5 13'4" 23'8" �N 14'3"8 32'8"8 LN� 37' -� R=442# W=3"8 R=2245# W=3"8 R=1097# W=3"8 TAG = T21 SED: 68557 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF t *I MPO R T A N T**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND OEVIATiDN FROM THIS DESIGN OR THESE SPECIFICAiI0N5, DR ANY BRACING SEE HIB-91 BY TPI. SEE THIS DESIGN11S FT�.i TC DL 7 .0 PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF ROGA GALV. STEEL MEETING ASTM DUIREMENTS. 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 BC LL 0 -0 PSF RAG CONNECTORS PER OHAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.L D. 47.0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C 0 RIaP P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q DUR,FAC. 1 .33 IN ONiY, Ano SIAiI NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE1^'� •- 7I'I - 1 "1 ATE INSTITUTE. NOS = 1991 NATIONAL DESIGN Si>ECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" TYPE spec'��T i.l.�'i.T. Job: (4-3667)—LOT 76 T15 37'0 TRAY HIP 11 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 112 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 840 640 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS & 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)=Gravity (-)=Uplift ------------------- ------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. **x UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(100 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d #ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#000 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 51800 -2000#(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MT128B - -4455#(2 Each) (160)1 HGUS48 - + 6640# -2199#(SOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS in 13' _�= 13' 11 ' ---� T5X7 X X6 (A) m 3X4 (A) 1.5X3 C3 6p 3X5(A1) 3X5 (A 1) q)M 3X10 3X6 3X4 LAB a 3 5X5 13'4" - -}- 23'8" �N 4'3"8 32'8 '8 Cu 37' R=482# W=3"8 R=2165# W=3"8 R=1136# W=3"8 TAG = T22 SED: 68559 PLT. TYP.-ALPINE DESIGN CRIT=TPI GTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.1667 ALPINE ENGINEERED ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF ^{` *IMPORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING NG IN HANDLING, ERECTION AND DEVIATION FROM iH15 DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ,fT US TC DL 7.0 PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA DULY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - I BC DL 10 .0 PSF DRWG 0 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 x BC LL 0.0 PSF RAG CONNECTORS PER GRAMINGS 130. 150 C 16CA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ T OT.L D. 4 7 O P SF OIA L LEN. \\U V CONFORM M/APPLICABLE PROVISIONS OF NOS F. TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH ACOPY OF THIS 0 RIOp Q P� DUR.FAC IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GpNEEAS� - - - SPACTNr 74 n" T., cnar Job: 4-3667 LOT 76 T16 37'0 TRAY HIP 13 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 02 N UPLIFT (LB): 390 840 630 WEBS 2x4 SP 03 BRG.LO .71 UPLIFT CBASED ON 10800 PSF OTOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)=Gravity (-)=Uplift ------------------- ------------------------------------ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. *** UPLIFT xx* I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -455#(JackS Only) I HUS26 - + 27510 -1286#00d #ply) MTS12 -1000/ 1 HUS26 = + 33150 -1550#(16d 1ply) CONTRACTORS WARNING: MTS12 - -2000!(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B = -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B -4455#(2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 -1650#(Eachjply) I HGUS485- +18335 # -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 15' wim9' 13' ---I 5X5 3X4 X5 T 3X4 m A) 3X4 0 6F,- 1.5X3 71.5X3 3X5(A 1) T 9' =3X5(A1) 3 X6 3X7 1. X3 ,p3 5X12 13'4" 23'8" N 4'3"8N 32'8 8 —� 37' R=419# W=3"8 R=2281# W=3"8 R=1084# W=3"8 TAG = T23 SED: 68561 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.2m SCALE =0. 1667 �1ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF X I MPOR T ANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN "1'{'US I,F ,, T C DL O PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` v ' O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPI AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - (\�V(`}�`\\ TRUSS AND UNLESS OTt1ERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LL 0 .0 PSF RAG �\\ CONNECTORS PER CHAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T O T.LD. 4 7 .0 PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER p SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O p1� Q OUR,FAC. 1 .33 IN ONLY. ANO S11All NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINEEP`' tlAll INSfII 11., NI15 1091 NATIONAI DESIGNPLCIFICATION IUD WOOD CONSIDUCfION '�••ttrl •tt� 24.0TYPE spec' �, SPACING Job: 4-3667 LOT 76 T17 37'0 TRAY HIP 15 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): 390 830 530 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED All 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)=Gravity (-)=Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -455#(Jack5 Only) I HUS26 - + 27510 -1286#00a (ply) MTS12 -1000# 1 HUS26 + 3315# -1550#(16d (ply) CONTRACTORS WARNING: MTS12 = -2000#(2 Each) I HHUS48 = + 4299# -1660#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B = -3786#(2 Each) (10d)I HHUS48 = + 5180# -2000#06d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 -4688#(Per 2ply) 1 HGUS48 = + 8000# -2650#(16d 2ply) CS150 -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' �!_ 515' 5X6(R) 5X5 3X5 m 3X5 A) X4 � tA) CID 1.5X3 6 C--, 3X5(A 1) 9' 3X5 (A i) i q q 5X12 1. 3 . 43 5X12 13'4" -}- 23'8" 4'3"8 �N 32'8"8 N� 37' R=450# W=3"8 R=2232# W=3"8 R=1101# W=3"8 TAG = T24 SED: 68563 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1us,"f�� TC OL 7 .0 PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADOITIGNAL SPECIAL PERMANENT BRACING RE _ , v O\\\\\V� ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ _ BC DL 10 .0 PSF DRWG 0 A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * r BC LL 0.0 PSF RAG \/�\ CONNECTORS PER OPAWINGS 130. 150 G S60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T DT.L D. 4 7 O PSF D/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (0 plop P SEAL ON 11115 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWALL APPLICATION. FURNISH A COPY OF THIS F Q DUR.Fac. 1 .33 1N ONIY, AND 51.A11 NOT 8E RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ELECTION CONTRACTOR. INEE ��` • T:•i '.'.. 1.1 All INSTITUTE. NOS = 1991 NATIONAL OESjGN SPFCjFTCATTPN FOR NCNG CONSiR11CTjON 1/11.1..•` SPACING 24.0'1 TYPE Spec Job: 4-3667 LOT 76 T18 7'0 TRAY HIP 17 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N :B1 2x4 SP #1 N: UPLIFT (LB): 900 890 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EOUAL 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 *** H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 19' - -(^�- 17' — 5X5 X5 3X5 3X4 m 3X5 3X5 4X5 A) 1 .5X3 QT 1.5X3 6 p 3X6 (A 0 T 3X8 (A 1) i 3X4 3X4 3X6 3X4 i . 3X4 a 3 5X7 ._ 1 _ 4'3"8I - 32'8"8 CU r 37' R=1892# W=3"8 R=1892# W=3"8 TAG = T25 SEO: 26141 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.2j SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF *I MP 0 R T ANT X X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND I11I11 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN a TC DL 7 .0 PSF DATE 12/06/94 Yf� ,�� 1 FAILURE TO GUILD THE TRUSS IN CONFORMANCE WITH 05788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` v�ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ - BC OL 10 .0 PSF DRWG ' 5606 A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT.L D. 47.0 PSF U/A LEN. 3 7-O-0 �} /a CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER P Q'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT UEPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C 0 RIO Q OUR.FAC. 1 . 33 IN ONLY ANO SHAH NOT BE 1411.7EO UPON IN ANY OTHER WAY. DESIGN TO THE. THUSS ERECTION CONTRAC TOB. ' GINE E-6' NRs I'laf NATJONnI 0's[(;N s=: U7 n ai�n; r,,+ wnnn ronsn+ucGN SPACING 24.0TYPE SpeC Job: 4-3667 LOT 76 T19 37'0 TRAY COMMON 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 :B1 2x4 SP #1 N: UPLIFT (LB): 900 890 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED v 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 (-)=Uplift ------------------- ------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) 1 HUS26 = + 2751# -1286#(10d 1ply1 MTS12 = -1000# 1 HUS26 - + 3315# -15500(16d 1piy) MTS12 = -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT28B = -44550(2 Each) (1601 HGUS48 = + 66400 -21990(fOd 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 19'6" - �{= 17'6" 5X5 3X5 3X4 fn 3X5 X5 4X5 (A) AJ 1.5X3 0 1.5X3 6 p 3X6(A i) �3 XB (A 1) 1. 3X4 3X X6 3X4 T� d 3 6X6 � ry 4 3"81>,—� 32'8"8 37' R=1892# W=3"8 R=1892# W=3"8 TAG = T27 SED: 26146 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 3 TOTAL = 3 REV. 17.2' SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �V`S� f �., TC OL 7.0 PSF [)ATE 12/06/94 n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE VV ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ m:STATE DL 10 .0 PSF DRWG A4AS GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 0 .0 PSF RAG \/�\ CONNECTORS PER DRAWINGS 130. 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ $TATE OF _ TOT.LO. 47.0 pSF D/A LEN. 37-0-0 U v CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER p 4' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH.A COPY OF THIS F I D RIa Q ` DUR.FAC. 1 .3 3 IN O�.I.Y 0 514AIL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. __ a n Nns - 1941 NAT TONA ur ioN 1n IIrTcA '01 11.f]03 CON.TP,rT' N_ „ SPACING 24.0" ITYPF SPeC Job: 4-3667 LOT 76 T20 W3 HIPM 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 700 710 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 16.00 TRUSS DESIGNED FOR 100.00 MPH WINO. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. ENCLOSED BUILDING (1991 SBC) JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d (ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d (ply) MTS12 All -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3piy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16'3" 7' 9'3" wi 4X7X X u 4 1.5X3 m 0 0 ." 6 p ." m m 2X7 (A i) 4'3 9' X4 4X1 3X3 16'3" �+-2' 16'3" 7' 9'3" -� R=1575# W=3"8 578# R=1707# W=3" TAG = T58 SED: 68616 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND '1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �A�us F'�,i TC OL 7.0 PSF DATE 12/06/94 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ©\\\\\\/� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP I _ BC DL 10 .0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER SGOG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 0 •0 PSF RAG /LL CONNECTORS PER OaAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ T 0 T.L D. 47 .0 PSF 0/A LEN. 16-3-0 \U\ CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER G O RI�p P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS F p�j Q DUR.FAC. 1 .33 IN ONI Y ANO::II AI 1. NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 10 711E IRUSS ERECTION CONIRAC7UR_ E"E•' �`� �+ r T !� i r ('1 All IN'il i Ilii{, NO', - 11TH( NAI IIINAI RI;I(;N`.�'Ff it lfAll(�N 1110 x=011 CON',ONCIIIIN '''l1H III11 �� SPAC 1 NG SEF ABOVF 1 Y�I ��E''m Job: 4-3667 LOT 7 T21 16-3-8 HIPM 9 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 02 N UPLIFT ILB): 430 380 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)=Gravity (-)=Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *x* UPLIFT *** I *** HANGER *** H5 -4550(Jacks Only) 1 HUS26 - + 2751# -1286#(10d iply) MTS12 -10000 1 HUS26 = + 3315# -1550#(16d (ply) MTS12 = -2000#(2 Each) I HHUS48 = + 4299# -1660#(Iod 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#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -3945#06d 3ply) --------------------------------------------------------------- tt REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS r� 9 7 4 3X4 X3 J11 u m 1.5X3 C) m Q 6 o in 2X4 (A I) q•3 W 3X7 4 8' �---2' -+- 16'3"8 R=938# W=3"B R=732# W=3"8 TAG = T59 SEO: 68614 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = I REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF (� )(*IMPORTANT**SHALL N07 BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND (� (� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN YY ONR1U5"f'%, TC DL 7.0 PSF QA TE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG (\�\ A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 [\)\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - W _ BC LL 0.0 PSF R A G CONNECTORS PER DRAAINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE; OF TOT.LD. 47 .0 PSF ()/a LEN, 16-3-8 V CONFORM M/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPER p P'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS O p10 Q' 1 . 33 IN ONI Y. ANO S AI I. NOT BE RELIED UPON 1N ANY OTHER MAY. DESIGN TO TRIE TRUSS ERECTION CONTRACTOR, '�� EpS iii A(t. INStITUTE NDS 1991 NATIONAL DESIGN SPFC.1fICATIDN FOR NCUD CONSTRUCTION i�GIME `�. 4,0 TYPF F p m DUR.Fac. • I.( SPACING 2 T h 1 Job: 4-3667 LOT 76 T22 16-3-8 HIPM 11 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): 420 400 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)=Gravity (-)=Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -12860(10d iply) MTS12 -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 -2000#(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply) MTT28B -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#06d 2ply) MTT288 = -4455#(2 Each) (16d)1 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) --------------------r ---------------'--------------- - 11 ' ocrroeAlre unl are I ln+h n nerAnE� � aryl-o T A R DETAILS -------- 4X5 1 3X4 m 1.5X3 o m .-1 Ln 6 p o 2X4 (A I) V/1 4 17= 9. X 3 e. �--2' + 16'3"8 R=938# W=3"8 R=732# W=3"8 TAG = T60 SED: 68618 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = i REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 12/06/94 1\ [FAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �S!('US' ��i� TC DL 7.0 PSF DATE 12/06/94 TO BUILD THE TRUSS 1N CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `LPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ BC DL 10 .0 PSF DRWG 84A6 GR EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �j606 -RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - * _ BC LL 0 •0 PSF RAG CONNECTORS PER DRAAINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 16-3-8 V CONFORM W/APPLICA81LE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER * SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS a RIa Q \� IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '�� GI rpCj OUR,FAC 133 + T'OI t'iq!E INSl1't11F NOS - 1991 NATIONAL. DESIGN SPIC.IFICATION 1011 WOOD CONSTRUCTION TTI1�1.�+ SPACING 2 4.0' p h i p m -- -----— -- _ _ _ , _ - ----E -- - TYPE E Job: 4-3667 LOT 76 J 7'0 END JACK THIS DWG. PREPARED FROM COMPUTER INPUT fLOADS & 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): 300 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM -------------------------------------------------------------- REACTION OF 212.01. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** 1 *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d !ply) CONTRACTORS WARNING: MTS12 = -10000 1 HUS26 - + 3315# -1550#116d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786#(2 Each) (IOd)) HHUS48 - + 51800 -2000#116d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455#(2 Each) (1601 HGUS48 - + 6640# -2199#000 2ply) MST60 = -4688#(Per 2ply) 1 HGUS48 = + 8000# -265001164 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- RF6fFg�HOLMEFa6UMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS wl _412'6"4 m 0 6 p cn 2X4 (A I) 4'3 9' i 2• T R=526# W=3"8 R=73# W=1"8 TAG = T40 SED: 79568 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY 17 TOTAL = 17 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF t KIMPORTANT)t*SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANDDEVIATION FAUN THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 OY TPI. SEE THIS DESIGN ��lc11 �� TC OL 7.O PSF DATE 12/06/94 FAILURE TO BUILD TME TRUSS IN CONFORMANCE KITH OST88 6Y TPI. FOR AOOITIONAL SPECIAL PERMANENT BR4LING RE `ALPINE CONNECTORS ARE MADE OF 2GGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10•0 PSF DRWG A446 GH B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5,606 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•0 PSF LJS CONNECTORS PER O,,AMINGS 130, 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE $jATE DF TOT.LD. 47 0 PSF 0/A LEN. 7-0-0 CONFORM WIAPPLICABLE PROVISIONS OF NDS & TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 1711/911 FOR PROPER 4 SEAL ON 11115 DRAWING APPLIES TO HIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS E 0 RIO Q DUR.FAC. 1 .33 IN H1.:Y A-0'; 1. NOT BE HT1 IED UPON IN ANY 01FER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � �GINEEA`'" r�Al � N,,; ,Nl1, NA1TONA1 015111N .1 ('IfI(A •rVl 1111 N ) t.,N:1H,i r10N SPACING 24.0" TYPE jack Job: 4-3667 OT 76 J 7'0 END JACK SL 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): 200 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): . 0.00 5.63 5.63 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 190.70. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------(±)_Gravity (-)=Uplift - --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER *** H5 -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d (ply) CONTRACTORS WARNING: MTS12 -1000# 1 HUS26 - + 3315# -1550#06d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 8 -46B8#(Pry ) a2pl6d)I HGUS48 = + 8000# -2650#(16d 2ply ) MTT28e CS150 - -1650#(Each) I -HGUS5_- 5 +11335# _3945#(16d-3ply) ------------------------ --- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=191# W=1"8 5'4" 12'6"4 6 p fT') O s-+ m T � 9' 5'7"8 - -{ 1.5X3 R=264# W=3"8 R=74# W=1"8 TAG = T41 SEO: 68519 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND \ D EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY GRACING, SEE HID-9t BY IPI. SEE iH15 DESIGN � US tl��i� 7C DL 7.0 PSF DATE 12/06/94 10 BUILD THE TRUSS iN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` _LPINE CONNECIORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG 446 GR D EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER5606RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT. 47 .0 PSF D/A LEN. 5-7-8 CONFORM W/APPLECA4LE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER LD. SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HEflE DRYWALL APPLICATION. FURNISH A COPY OF THIS0 RIO P Q i F DUR.FAc. 174.33 IN ONLY, ANO SitAtL NOT DE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �. GrNEITYPF (( _.._. . li�i ",� 1'tAti' INSTIT',TTF NOS 1'1]1 NATIONAL OFSICN SIIFCIFICATION FOR WOO11 CONSTRt1CTION SPACING ^_ ''�lttlitttl 0 jack Job: 4-3667 LOT 76 J 5'0 CORNER JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFA. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ------------------------------------------------------- REACTION OF 133.72. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------(+)=Gravity (-)=Uplift --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1ply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 3315# -15500 16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 Each) (100)1 HHUS48 - + 5180# -2000#(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 = + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) - --------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 12'6"4 c*T CD 6 p ru —,— 2X4 (A1) 4"3 10' y_ 5' R=445# W=3"8 R=440 W=1"8 TAG = T50 SED: 68586 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY = 8 TOTAL = 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN LlSl� TC 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 ,ALPINE CONNECTORS ARE MADE OF 205A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, 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 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD _ BC LL O.O PSF RAG CONNECIGRS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF 70T.LD. 47.0 PSF O/A LEN. 5-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER P Q'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO Q DUR.FAC. 1 .33 IN ONLY, ANG SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEp`'T.TI . " "i.AIF I1S1!TIIIF. NNS 1!191 NATIONAL DESIGN SPEC7F ICA T!IlN FOR MOON CONSTRUCTION ��11 I1111" SPACING 24.0 TYPE T.aCk Job: 4-3667 LOT 76 J 3'3 END JACK 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): 230 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED = 100.00 MPH, MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. --------------------------------------------------------------- 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 - + 2751# -1286#(10d 1ply) MTS12 - -1000# I HUS26 = + 3315# -1550#06d Iply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -3786#(2 Each) (100)1 HHUS48 - + 5180# -2000#06d 2ply) MTT28B - -4455#(2 Each) (16d)1 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 2x2 � ti 6 C,;- 2X4 2X4 (Ai) 4'3 ul9 1.5X3 �---2 —3-3" ---1 R=389# W=3"8 R=69# W=3" TAG = T42 SEQ: 68522 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 1 /OC/9 A TC LL 30.0 PSF REF _ t *I MPO R T A N T**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND U 9�1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN �11(1Uc� TC DL 7.0 PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �/'ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10.O PSF DRWG AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERSfiOGTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE $TATE Of _ 47 0 PSF DSA LEN. 3-3-0CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PRI TOT.LD,LD. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF S RQ DUR.FAc. 1 .33 IN ONIY Aho SNAIL NOT 0E RELIED UPON IN pNY OTHER MAY. DESIGN i0 IME TRUSS ERECTION CONTRACTOHGINE �� An n�,nr�ttr Nfl< 1101 NATFONLt Rrvr,N':I"Cll ICArtUN tail WRnn r1N•LttRIr. 111 ��''��,t,,,t�` SPACING 24.D.. TYfOF jack Job: 4-3667 LOT 76 J 3'0 CORNER JACK 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): 220 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------- ------------------ REACTION OF 37.26. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------(±)=Gravity (-)-Uplift ----------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) CONTRACTORS WARNING: MTS12 -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -2000#(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B = -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B -4688#(Perach) (16d)1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 11'6'4 T+9 0 6 t+ -T 2X4 (Al) 4'3 10' R=384# W=3"8 R=14# W=1"8 TAG = T51 SED: 68588 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 8 TOTAL = 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE A'']/11C/(l A TC LL 30.0 PSF REF *IMPORTANT SHALL NOT BE RESPONSIBLE FOR ANY ARMING IN HANDLING, ERECTION AND 1G VCJ 7'i DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC DL 7.0 ASF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAGE OF 20GA GALY. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 (� '\ TRUSS AND UNLESS OTIkRWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - * - BC LL 0 .0 PSF RAG CONNECTORS PER ORAMINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 O PSF �/A LEN. 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE [7/1/91) FOR PROPER P P'� SEAL ON i11I5 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �DRSO Q`� OUR.FAC 1 .33 i IN UNtY, AND SIAIL NOT HE RFt.IED UPON IN ANY OTHER WAY. DESIGN TO TRE TNUSS ERECTION CONTRACTOR INEEA`' + -11'7 P-AIL INSTfllliF, NDS _ 7991 N4TIONAf RESIGN SPFCTFICATTON FOR WOOD CONSTRUCTION SPACING 2 4 0' TYPE j a C k Job: 4-3667 LOT 76 J 1 '3 COR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N **WARNING** AN UPLIFT REACTION OF -150# OCCURED ON A BOT CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N PROVIDE UPLIFT"CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 250 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.25 1.25 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS (+)_Gravity (-)-Uplift CONTRACTORS WARNING: ------------------- --------------------------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS *** UPLIFT **M I *** HANGER *** AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 -455#(Jack5 Only) I HUS26 = + 2751# -1286#(10d 1ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 = -1000# 1 HUS26 = + 33150 -1550#(16d 1ply) MTS12 -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B = -3786#(2 Each) (1001 HHUS48 - + 5180# -20000(16d 2ply) MTT28B = -4455#(2 Each) Md)I HGUS48 - + 6640# -2199#00d 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 6 r:-'- 9'7"12 2X4 (A1) 11`11 3 R=441# W=V 8 R=-15U-00# 0-1"8 TAG = T49 SED: 79566 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF t *IMPORT ANT�f*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 911E01S,' Y TC DL 7.O PSF DATE 12/O6/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONN[CION$ ARE MADE OF 2pGA GALY. STEEL MEETING ASTM OUIREMENT3, UNLESS OTMEHMISE 1NOICATEO, 70P BC DL 1O O PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ' TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - BC LL O .O PSF RAG CONNECTORS PER(,,HAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47 .O PSF 0/A LEN. 1-3-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEERS ALPINE TECHNICAL UPDATE (7/1/911 FORPROPERSEAL ON T IS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISIN ONLY AND S�•qi i NOT HE RFLIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR OUR.FAC. 1 .33 ,- - 1,q.,, "IT-NSPACING 24.0„ „- 1��1 �^'_1 .�,«, n�nnr��r�TPUCTTnv n�i„ ITYPF Jack Job: 4-3667 LOT 76 J 1'0 CORNER JACK —THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N **WARNING** 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 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift CONTRACTORSWARNING: --------------------------------------------------------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS *** UPLIFT *** I *** HANGER *** AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d iply) MTS12 = -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (1601 HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 10'6"4 T 2X4 (A0 10'3�K 4'3 10' 1 �2' 1 ' 11 R=5015# W=31"8 TAG = T52 SED: 68590 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 8 TOTAL = 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN g. 5606 ' , TC DL 7.0 PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC OL 10 •0 PSF DRWG 0.446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF CHORD SMALL BE LATERALLY BRACED NITH PROPER - TRUSS ANO UNLESS OTHLRWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDBC LL 0 •0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 6 1600.-F. DESIGN STANDARDS WITH PPOPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47.0 PSF O/A LEN. 1-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS `IN ONLY. A N3:MALL. NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 124. .33 TYPF '': ! [1911'II1I NI - V'igl NATIONAL DFS15N Sf r[FICATION F(`;l NNNN CDNiTPUCT TON '' �ILIIIII�`"� SPACING 24.U,. j ack Job: 4-3667 LOT 76 J 7*0 HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 510 210 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING 11991 SBC) REACTION OF 337.19. --------------------------------------------- ------------------ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 = -455#(JackS Only) I HUS26 = + 27510 -1286#(!Od 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -1550#(I6d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16500(10d 2ply) CONTRACTORS WARNING: MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) THIS TRUSS IS DESIGNE� BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B = -4455#(2 Each) (160)1 HGUS48 t, 6q # -2�9BA(!Od 2ply) AT SPECIFIC LOCATIOUNUN�ERR ICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HGUS48 =+d d�M1"(� 5000099 00d 2ply) INSTALLATION TO ENS A THIS TRUSS IS ERECTED PROPERLY. CS150 - -3650#(Each) I HGUS5,5- +11335# -3945#06d 3ply) ------------------------------------------------------------ - 12- 10"4 SHFFT Fn T/HANGER DETAILS 12'6"8 m 1.5X3 0 4.24 p m -r 2X4 (A1) 4'3 g 1 1. X4 �+-—2'9"15 9' 10"13 ----4'2"15 — --5'9"6 R=563# W=4"15 - 123# R=285# W=1"8 TAG.= T53 SED: 68592 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE d"]/OC/(1 A TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND 12U 9'iDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � us �� TC DL 7.O PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , /�ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 1O.0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER5606TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL O .O PSF RAG CONNECTORS PER DRAWING5 130. 150 & 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT LD. 47 .O PSF 0/A LEN. 9-10-13 CONFORM M/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISFAC. 1 .33 IN ONLY, ANO SPIA1 L NOT BE RELIED UPON IN ANY OTHER MAY DESIGN TO 1 E TRUSS ERECTION CONTRACTOR. ��F GINEER9 OUR. r�.. •: ,,,e!, iN;r;T 'I Nor - 1,991 NnnoNA� IA 9,1 gnicry rAr (IN Fon Mann roNsnlucTToN ��'�„� SPACING SEE ABOVE TYPE ]aCk Job: 4-3667 LOT 76 J 3-3 HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT ILOADS 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): 340 200 WEBS 2x4 SP #3 TRUSS DESIGN03M ED FOR100.00PH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 ENCLOSED BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. ---------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------- ------------ *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 = + 2751# -12860(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)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#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 137# 7,5„2 _I 2x2 T 4.24 C-,- 2X4 (Ai) 4"3 9' 1.5X3 �---- 2'9"15 - — 4.7"2 —4'7"2 —� R=453# W=4" 15 R=90# W=3" TAG = T48 SED: 68580 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 1j11j111j�' TC DL 7.0 PSF DATE 12/06/94 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN Y%�"( a �.�' ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` V _ O\\V� ALPINE 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 It BC LL 0.0 PSF RAG CONNECTORS PER DTAWINGS 130, 150 6 i60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47 O PSF DSA LEN. 4-7-2 \\\\UU V CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER Q'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS E D RIP Q'`` F OUR.FAC. 1 .33 IN C.NIv O 5erA1t NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE EV'. NOS = 19,31 NA-IONAt DFST9N 5F'FCIFtrAT!nN vea Wron cON>rRiicrroN '��''��` SPACING SEE ABOVE TYPE' jack Job: 4-3667 LOT 76 J 7'0 TRAY END JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY 7AUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP i2 N UPLIFT (LB): 310 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM -------------------------------------------------------------- REACTION OF 257.44. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------(±)=Gravity (-------Uplift ---------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER *** H5 -4550(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) CONTRACTORS WARNING: MTS12 -1000# 1 HUS26 - + 3315# -15500(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -20000(2 Each) I HHU548 = + 42990 -16600(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B = -37860(2 Each) H Od)I HHUS48 - + 51800 -20000116d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B -44550(2 Each) (16d)l HGUS48 = + 66400 -2199#(10d 2ply) MST60 = -46880(Per 2ply) 1 HGUS48 = + 80000 -26500(16d 2ply) CS150 -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply) --------------------------------------------------------------- REFEGENGE.HpLMEFa LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 11'6"4 m 1.5X3 0 (U 6 P;- 2X4 2X4 (Al) �3 a3 � 8 4X5 (R) IZFT ----2' -�- 4'3"8 2'88 --J-I I- - 7 �l R=526# W=3"8 R=27# W=1"8 TAG = T43 SED: 68570 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 Tc LL 30 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND [FAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE MIB-9f BY TPI. SEE THIS DESIGN '1us e1. TC OL 7.0 PSF DATE 12/06/94 \\^ UvAV)A\U TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ' 0.LPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10•0 PSF DRWG B446 GR EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER5606 RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD _ * _ BC LL 0 .0 PSF RAG CONNECTORS PER ORAMINGS 130, 150 C 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE �I= TOT,LD 47 O PSF D/A LEN. 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS lS0 RIS Q OUR.FAC. 1 .3 3 Y. AND"H IN ANY OTHER WAY OE$[GN TO THE TRUSS ERECTION CONTRACTOR. �� Gj1VEEA9 IN ONLY. .. AIL NOi BE RELIED UPON r.1 .AIF 1-"11 1F NGs = 19R1 NATI'GDAI ,TFs1cN ST'TCTFICATION FOR warm eotiSTRUCTION ''��,,...... SPACING 24.0" T Y P E Spec Job: 4-3667 LOT 76 J 5'0 TRAY COR JACK 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): 290 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ---------------------------------------------------------- REACTION OF 170.38. 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 *** H5 = -455#(JackS Only) I HUS26 = + 27510 -1286#00d iply) CONTRACTORS WARNING: MTS12 = -1000# 1 HUS26 = + 3315# -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -1660#(Sod 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16(l 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=17O# W=1"B 1.5X3 30'6"4 m 0 6 P 9. 2X4 (A1) 3 d 3 � f—rEB. _14._X5 (R) m 4'3"13 --� 5' R=445# W=3"B R=7# W=1"B TAG = T44 SED: 66572 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF t IMPORT ANTS*SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN Y1Uc� T� TC OL 7.0 PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPIFOR ADDITIONAL SPECIAL PERMANENT BRACING RE — , VAlP1NE CDNNECIOHS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIIiEMENiS. UPX.ESS OIHERMISE INDICATED, 70P _ BC DL 10 .0 PSF DRWG AI16 GH B E%LEPf AS NOtEO. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 _TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF RAG CONNECTORS PER OPAWINGS 130. 150 6 160A—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEESTATE OF TOT LD. 47 O PSF 0/A LEN. 5-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D RIp Q 1 .33 i Y. ANO ,aliAt 1 NDI BE HFI IFD UPON IN ANY OIHEfl NAY DESIGN TO IME TRUSS LRLCTION CONTRACTOR_ F GIN EP5 DUR.FAC. IN D,1O! ,. 1�1ai i-;iii � IDS 1991 NATIONAI DF,ICN ,I�tuFIFAnoN FOI1 Im CON,D10rT10N ��'l�li E l `�� SPACING 24.0" TYPE Spec Job: 4-3667 LOT 7 J 3'0 TRAY COR JACK 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): 270 200 200 WEBS 2x4 SP #2 N BRG.LOC UPLIFT BASED 0 . O SED ON 1000 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 37.23. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (—)-Uplift PROVIDE CONNECTION FOR 530# AT HIGH END OF BOTTOM CHORD TO ------------------------------------- PREVENT SLIDING. *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 = -1000# 1 HUS26 = + 3315# -1550#(16d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) CONTRACTORS WARNING: MTT28B - -4455#(2 Each) (16d)I HGUS48 - IF 6640# -2199#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MST60 = -4688#(Per 2ply) I HGUS48 = + 8000# -2650#(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CS150 - -1650#(Each) ----I -HGUS5_5 +11335#-_3945#(16d-3ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. ------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 9 6"4 1'2'1 pp 2X4 (A1) 4 3 B8 3 2. —3- R=384# R=384# W=3"8 R=14# W=1"8 TAG = T45 SED: 68574 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF t *IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND OEYlA1I0N FROM THIS UESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE M18-9f BY iPl. SEE THIS DESIGN US eATTC DL 7.0 PSF DATE 12/06/94 FAILURE TO BUILD ITIE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP _ BC OL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTEDUf . APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 8RACE13 WITH PROPER - 5606 _ TRUSS AND UNLESS ULRWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD -W BC LL 0 .0 PSF R A G CONNECTORS PER ORAAINGS 130, 150 6 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 3-0-0 CONFORM W/APPI ICAIl1L PROVISIONS OF NDS 6 TPI. AN ENGINIEO'S At PINE TECHNICAJ UPDATE 17/1/911 FOR PHUP(.R P SLA(. ON NIIS URAMING APPLILS 10 THE COMPONENT UEPICIED HERE DRYWA(( APPI ICATION. FURNISH A COPY OF MIS tDRIO Q•` OUR.FAC. 1 . 33 IN UNI.Y, A,,) S i NOT HE RFL IED UPON IN ANY OTHER MAY. RES11N 10 THE TRUSS ERECTION CONTRACTOR. INEEPS Nm; 1N=u NATI�;NA: nrsT.N _ "'I'111N 1 W.1 SPACING 24.0" ITYPF )aCK Job: 4-3667 LOT 76 J V0 TRAY COR JACK THIS WG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP A2 N **WARNING** AN UPLIFT REACTION OF —228x« OCCURED ON A BOT CHORD 2x4 SP /2 N NON—WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REOUIRED. WEBS 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 320 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC IFT): 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 PROVIDE CONNECTION FOR 530# AT HIGH END OF BOTTOM CHORD TO --------------------------------------------------------------- PREVENT SLIDING. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------(±)_Gravity-(_)_Uplift ---------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER *** H5 - -4551(Jacks Only) I HUS26 - + 27510 -1286/00d iply) CONTRACTORS WARNING: MTS12 - -10000 I HUS26 - + 33150 -15500(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000/(2 Each) I HHUS48 - + 42991 -1660/(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 Each) (100)1 HHUS48 - + 5180N -2000/06d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(100 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 = -i650#(Each) I HGUS5.5= +113351 -3945i06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p;-2X4 (AD f3.6"4 T B-2"2 4"3 —i a 3 R=505# W=3"8 R=-228#-8®(!"0=1"8 TAG = T46 SED: 68576 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANO 0 �IDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN Y`,SUS �,�� ' TC �L / PSF QATE 1C/�6/�4 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPIFOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 1O.O PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606iRU55 AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL O O PSF RAG CONNECTORS PER DRAWINGS 130. 150 6 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE — STATE OF _ TOT.LD. 47 •O PSF D/A LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P P'� SEAL ON THIS ORANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS O p10 Q'`� A DUR.FAC. 1 .33 ' ` HALL NOT 0E RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRAC70R. VIMEEP� IN ONLY AND s at1 11s1TUTE NDIasi NATIONAI OF ION SPFrIFICATJON FOR WOOD CONS/HUCTION SPACING 24.0" T Y PF Jack Job: 4-3667 LOT 76 J 7'0 TRAY HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 440 240 200 WEBS 2x4 SP 03 BRG.LOC UPLIFT BASED ON 10.00 PSF 9TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 374.56. 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 *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d iply) CONTRACTORS WARNING: MTS12 - -10000 1 HUS26 = + 3315# -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 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 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16(J 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL WEE 6Q.R UPLJgTVHANGER DETAILS 2X3 11'6'8 m 0 1.5X3 CU 4.24 p 9' 2X4 (A1) _ 4 3 �2.12 4X6 (R) �-----2'9" 15 —6'0"13 - -}- 3' 10" ----) 910"13 R=731# W=4" i5 R=38# W=1"8 TAG = T47 SEQ: 68578 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF (�(? *I MP O R T ANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN US ,, rc DL 7.O PSF DATE 12/06/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10 .0 PSF 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 * BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.L D. 47 .0 PSF D A LEN. 9-1 0-1 3 \\\U\ CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (�FORR 4.�SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNQ. .P DURFAC. 1 •33 IN ONLY, ANO SH At.tNOT BE RELIED UPON IN ANY OTHER MAY. DESIGN i0 TME TRUSS ERECT GIEaSAI, IN',1I'uOf, Nos 1101 NATTONAI or;InN 11"Cjn CAnUN 1014 WnOR SPACING 24.0 ITYPF Spec Job: 4-36 7 LOT 76 F1 16' 11"12 SY42 GARAGE DOOR HEADER THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 830 830 BRG.LOC (FT): 0.00 16.69 PROVIDE FOR ADEQUATE ROOF DRAINAGE. IF PARAPET WALLS OR UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE OR FULLY OPEN DRAINAGE AND PREVENT PONDING AT ALL TIMES. ------ ------------------------------------------------------ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED (+)=Gravity (-)-Uplift UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. --------------------------------------------------------------- *** UPLIFT *** ( *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) ------------------------------------------- MTS2 -2000#(2 Each) I HHUS48 = + 4299# -5660#(1d 2ply) SPECIAL LOADS MT72 -0B -3786#(2 Each) (10tl)1 HHUS48 + 5180# -2000#(166d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(i0d 2ply) TC - From 236 PLF at 0.00 to 236 PLF at 16.98 MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) BC - From 21 PLF at 0.00 to 21 PLF at 16.98 CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) ------- -------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I _2'6- 5X12 5X8 5X5 4X44 4X5 5X7 6X8 5X6 T , N=*�� .10" 5X10 5X6 44 4X4 5X5 5X9 16' 11"12 X6 R=2165# W=3"8 R=2165# W=3"8 6X10 TAG = T76SEO: 26159 ' PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = i REV. 17.2SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n '1TI1/1j` TC OL 7.0 PSF DATE 12/06/94 DEVIATION FROM iMtS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE N[8-9f BY 7P1. SEE THIS DESIGN �Y�tUs F`�� ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - V ALPINE UNL CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. ESS OTHERWISE INDICATED. TOP _ _ BC DL 10.0 PSF DR WG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER — 5606 _ p L�[] �T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0 .0 PSF T H B CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE — STATE Of _ TOT L.D. 47 O PSF O/A LEN. 16-11-12 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPEA P P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT OEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO Q'`: DUR.FAC. 1 .33 IN D". Y, ANO 5HAL.1 NOT BE REL IFO UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR. EAS cT. ..inti TYPF Sy 42 G SPACING 24.0" 4 § q` ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.0 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ( --------------------------------------X-- j The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0 .40 0 .80 Solar EF. . . . . . . . . . . . . . ( --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: 1,%4 Signature: Date:Date: (J-)L-9V City/Zic ,-�-Q� Florida Mergy 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: 76 SL BUILDER: CENTEX AND ADDRESS: 1275 LINKSIDE DR PERMITTING 1CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 3I_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1507 .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 132 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame ( Insulation R-value) 10a-2 R=11.00, 995 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11 . 00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30.00 , 1658.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95.96 a. Total As-Built points 19a. 27188.62 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 compliance in accordance with Section DATE: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: C Qhk BUILDING OFFICIAL: DATE:- I- I L -1914 DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 76 SL BUILDER: CENTEX AND ADDRESS: 1275 LINKSIDE DR PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: ll_) 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3 . 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1507 .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 132 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 169 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658 .00sgft 12 .Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13 . Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95.96 a. Total As-Built points 19a. 27188.62 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: (1-i(-G1-4 553. 908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: [,1��}Q BUILDING OFFICIAL: DATE: //-/{,-�j DATE: ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 72.00 65 . 8 4737 .6 DBL CLR N 42 .0 38.3 .94 1512 . 1 DBL CLR N 10.0 38.3 .94 360.0 DBL CLR N 20.0 38.3 .94 720.0 S 33 . 00 65 .8 2171.4 DBL CLR S 24 .0 66.2 .91 1445.8 DBL CLR S 5 .0 66.2 .91 301.2 DBL CLR S 4 .0 66.2 .91 241.0 W 27 .00 65 .8 1776.6 DBL CLR W 6.0 79. 7 . 95 454 .3 DBL CLR W 6.0 79.7 .95 454 .3 DBL CLR W 15.0 79.7 .95 1135.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,507 . 00 132 .00 1.713 8,685.60 14, 874 . 09 1 6,624 .44 -------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 .9 895 .5 Ext Wood Frame 11.0 995.0 1.70 1691.5 Adj 197 .0 .7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137 .9 DOORS---------------- Ext 21.0 6 . 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1507 .0 . 6 904 .2 Under Attic 30.0 1493.0 .60 895.8 Under Attic 30.0 165.0 .60 99.0 FLOORS--------------- Slb 169.0 -37 .0 -6253.0 Slab-on-Grade .0 169.0 -41.20 -6962 .8 INFILTRATION--------- 1507 .0 8.0 12056.0 Practice #2 1507 .0 8 .00 12056.0 TOTAL SUMMER POINTS 22,787 .91 14,673.05 TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,787 .91 . 37 8,431 .53 1 14 ,673.05 1.00 1 . 100 .340 .860 4,719.44 ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 72.00 -10 .6 -763 .2 DBL CLR N 42 .0 7 .3 1.09 334 .2 DBL CLR N 10.0 7 .3 1.09 79.6 DBL CLR N 20.0 7 .3 1.09 159. 1 S 33.00 -10 .6 -349.8 DBL CLR S 24 .0 -28.4 .96 -654 .3 DBL CLR S 5.0 -28.4 .96 -136.3 DBL CLR S 4 .0 -28 .4 .96 -109. 1 W 27 .00 -10 . 6 -286 .2 DBL CLR W 6.0 -9.2 .85 -46.9 DBL CLR W 6.0 -9.2 .85 -46.9 DBL CLR W 15.0 -9.2 .85 -117 .3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,507 .00 132 .00 1 .713 -1, 399.20 -2, 396. 13 -537.95 - NON GLASS GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 2 .2 2189.0 Ext Wood Frame 11.0 995.0 3.70 3681.5 Adj 197 .0 3.6 709.2 Adj Wood Frame 11.0 197 .0 3.60 709.2 DOORS---------------- Ext 21 .0 12 .3 258.3 Ext Insulated 21. 0 8.40 176.4 Adj 18 . 8 11 .5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1507 .0 1.2 1808.4 Under Attic 30.0 1493.0 1.20 1791.6 Under Attic 30.0 165.0 1 .20 198.0 FLOORS--------------- Slb 169.0 8 . 9 1504 . 1 Slab-on-Grade .0 169.0 18.80 3177.2 INFILTRATION--------- 1507 .0 7 .4 11151.8 Practice #2 1507 .0 7 .40 11151.8 ------------------------ TOTAL WINTER POINTS 15,440.87 201,563.95 -------------- ------------------------------ TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,440.87 .55 8,492 .48 1 20,563.95 1.00 1 . 100 .500 1.000 11,310. 17 ******************************************************************************* WATER HEATING BASE ___ __= AS-BUILT NUM OF x MULT = -TOTAL - TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS ( RATIO MOLT ------------------------------------------------------------------------------- 3 3803.0 11,409 . 00 40 .90 1 .000 3719.7 1.00 11, 159.00 ******************************************************************************* SUMMARY ******************************************************************************* _-= BASE _-_ __= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8431.5 8492 .5 11409.0 28, 333.01 4719.4 11310.2 11159.0 27, 188.62 ***************** * EPI = 95.96 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.0 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 I --------------------------------------X-- j The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX------------------- AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12. 0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0,88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0 .54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0. 80 Solar EF. . . . . . . . . . . . . . I --------------------- � OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder n Address:�D a /�� iTGt,(i&,,- c 0, S Signature: l L��4�� Date:_ /� b/ 5y W City/Z i C Q2/XTt -3 a'2.1 la Florida E ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :76 SL ADDRESS : 1275 LINKSIDE DR CITY :JACKSONVILLE, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1507 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff . 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22009.41 STRUCTURE SENSIBLE 10210.41 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 14390.41 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1100.47 DUCT GAIN 1739.04 TOTAL LOSS/BTUH 23109.88 TOTAL SENSIBLE 19129.45 TOTAL LATENT 11607 .03 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4621.98 20% SENS.OVRSZE FTR: 3825.89 ACTUAL + 20% OVERSIZE: 27731.86 ISENS. + 20% OVERSIZE: 22955 . 34 -------------------------------------------------------------------- * 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 6.00 174 .00 276.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 South Double Clr Drapes/Blinds 1 5.00 145.00 125.00 South Double Clr Drapes/Blinds 1 4 .00 116.00 100.00 North Double Clr Drapes/Blinds 1 42.00 1218.00 672.00 North Double Clr Drapes/Blinds 1 10.00 290.00 160.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 Infiltration : Winter Htm ( 31 .84 ) x 132 .00 4202 .88 Infiltration : Summer Htm ( 7 .73 ) x 132 .00 1020.36 --------- --------- --------- Window Frame : Metal SUBTOTALS: 132 .00 8030.88 4239.36 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582 . 00 2487 .50 Wood Stud - Adj . 11 197 .00 709.20 334 .90 --------- --------- --------- SUBTOTALS: 1192 .00 4291.20 2822.40 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 31.84 ) x 39.80 1267 .23 Infiltration :Summer Htm( 7 .73 ) x 39.80 307 .65 --------- --------- --------- SUBTOTALS: 39.80 2056.29 495.81 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493 .00 1940.90 2388.80 Under Attic 30 165.00 214 .50 264 .00 --------- ------ --------- SUBTOTALS: 1658.00 2155.40 2652 .80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 22009.41 17390.41 ------------------------------------------------------------------------------- N Q v — 1 6 — 9 4 W E D 1 5 .4 -C T R U E T R U S S P _ 0 2 ah_ W U) � LJ 'n� W VJ y 0 z ��// -10�/' x V) w `` www t tJ Cf) Z CD �. 181994 . . . . � MUM ` � LIV 3n -� OOW T r m ~ � r m cu TTIM •d b n R1 H a' N M H NnU 1F, '94 1.5=51 PAGE.02 y TRUSS SPECIFICATIONS a FOR 3708 C MASTER CX3708C - CENTEX HOMES TRUE TRUSS INC. The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only. DRAWING NUMBER DATE USR732 94 69532 09-26-1994 USR732 94 9533 09-26-1994 USR732 94269534 09-26-1994 USR732 94 69535 09.26-1994 USR732 94 69536 09-26- 994 USR732 94269537 09-27-1994 USR732 94 69538 09-26-1994 USR732 94 69539 09-26-1994 USR732 94269540 09-26-1994 USR732 94269 41 09-26-1994 USR732 94269542 09-26-1994 USR732 94269543 09-26-1994 USR732 94269544 09-26-1994 USR732 94269545 09-27-1994 1 USR732 94269546 09-26-1994 USR732 94269547 09-26-1994 ii�1l1 liffyf USR732 94269548 09-26-1994 p�`a�� • •• />l` ,,,f USR732 942 9549 09-26-1994 USR732 94269550 - 6- 994 USR732 94 9551 09-26-1994 -}".•• '= USR732 94269552 09-26-1994 _ 37_08 ft USR732 94 553 09-26-1994 ��'• S i A "U'lWinlliN i0*1 Job: (CX3708A--Centex HOmeS Inc 3708 A M) / TI 21' Hip Girder 7'SB 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 #2 N MWFRS UPLIFT (LB): 510 510 WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. !,1 SPECIAL CONNECTION REO'D FOR 455.05 LB. CONCENTRATED LOAD. ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS OIMENSIONEO. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. U3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. b, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ti In cO In Li ru C6X6 C3X4 C6x6 !n O 6f !T7 376 (A i) 3X6 (A 1) -- �e4 C3X6 C 5X6 21 ' 7-0-0 1 7-0-0 1 7-0-0 —4— 21-0-0 —4- 21 ' OVER 2 SUPPORTS R=1612;# W=3"8 R=1612# W=3"8 PLT. TYP.- CLARY-V2 TPI F - - R v 17. m SCA: 15545 0.25 0 **IMPORTANT** CLARY OIYISION OF ALPINE WARNING'"`SSES REQUIRE EXTREME CAPE TC LL 20 .0 PSF REF 8732--12709 SHALL NOT Bfl RESPONSIBLE FOR IN HANOI.ING, ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 09/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPI. FOR ADOITI04AL SPECIAL PERMANENT BRACING PE CLARY CONNECTORS ARE MADE OF 200A DALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94269532 CL CA 01—PP"Of Al"At A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LAIERALLY BRACED WITH PROPER BC LL 0 0 PSF BY. DL C Enpim 0 Pr�oa"e1A. 'm TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PPDPEPLY ATTACHED RIGID CEILING --SEE TOT.LD. 37 .0 PSF 1801 S. Great $OutnWe3t Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grana Prairie. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. fi ` W--TPI TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING SEE A 6 DVE 'U, J00: (CX370BA--Centex Homes Inc 3708 A M) / T2 21' Hip 9'SB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. - BOT CHORD 2x4 SP 02 N MWFRS UPLIFT (LB) : 280 280 c WEBS 2x4 SP #3 BEARING LOC. (FT) : 0.00 20,71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND D WITH DEAD LOAD OF 7.00 ASF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. tA1 N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. In A 1U Cl IO 0 W C5X5 C5x5 C2X4 C2X4 O 6 � .-t Q C3X4 (AS) C3X4 (A 1) C5Xb C3XB �- 21 9-0-0 3-0-0 9-0-0 —4— 21-0-0 —4— i- 21 ' OVER 2 SUPPORTS R-853# W-3M8 R=853# W-3"8 PLT TYP — CLARY—V2 P F — Rev 17.2m SCA 1554 = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGT`N,ss£5 REGu'RE EXTREME CARE TC LL 20 . 0 PSF REF 8732--12712 SMALL NOT BE RESPONSIBLE FOR IN NANOLI NO, ERECTION AND CLARY I AA v DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION& OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 09/26/94 1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSa BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 0 PSF DRW USA732 94269533 l CA 01—L Sn at Alotne A"$OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER / Enylnaaree Praautta, Int TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORO SC LL 0 0 PSF BY' QLD i- CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T 0 T.LD. 37 .0 PSF 1601 S. Gnat Southwest PXMy. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AM ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grana Prairie, TX 75051 SEAL ON THIS ORAWING APPLIES TO THE COMPONENT DEP ICT£0 HERE OIiY1(ALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 f� (214) 660-3940 IN OM.Y, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. tv a--TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0 11 Jon: (CX3708A--Centex Homes Inc 3708 A M) / T3 21' Common THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB) : 270 270 c WEBS 2x4 SP 03 BEARING LOC. (FT) : 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w IU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ID a IU Q) 1D 0 w d 04X4 m C2X4 C2X4 n 6 � U7 C3X4 (A1) C3X4 (A1) i—4—'� X X4 �- 21 ' I Ile 10-6-0 10-6-0 -4- LL 21-0-0 -4- 2(- OVER 2SUPPORTS R=853# W-3"8 R=853# W=3"8 PLT. TYP.- CLARY-V2T F Rev 17.2m SCA: 15549 0,2500 **IMPORTANT** CLARY OIYISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--12714 SHALL NOT BE RESPONSIBLE FOR IN MANOLING. ERECTION AND CLARY NATION FROM THIS DESIGN OR TIESE SPECIFICATIONS, OR ANY BRACING. SEE MI9-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 09/26/94 FAILURE t0 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRW USA732 94269534 A Otr 1llon aN AIPSne A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Ir91Mlr•D PrlOuCtf, IM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: DL CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 37.0 PSF 1801 s. Great SOULTSWest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grano Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 560-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. fv •--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPA I N 2 4.0" Joh: (CX3708A--Centex Homes Inc 3708 A M) / 9'10'13 Corner Jack Girder THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N **WARNING** AN UPLIFT REACTION OF -93# OCCUREO ON A BOT CHORD 2X4 SP #2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. C WEBS 2x4 SP #3 PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. D MWFRS UPLIFT (LB): 210 200 200 v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BEARING LOC. (FT) : 0.00 9.90 9.90 w TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND N WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . END-NAILED OR TOE-NAILED BEARING BY BUILDER. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. (a A CONTRACTORS WARNING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. Tu THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING to INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Ln Li R=435# W=1"8 ul C2X4 C2X4 N 0 4.24 Cp- (T) T C2X4 (AS) 4"3 4 f11-10-10 T� 9-10-13 9' 10"13 -) OVER 3 SUPPORTS R=496# W=4" 15 *rR=-93# W=1"8 PLT. TYP.- CLARY-V2P F - Rev 17. SCA: 15551 0 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--12716 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY NATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 09/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .q CLARY CONNECTORS ARE MADE OF 200A DALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 1 0 .0 PSF DRW USR732 94269535 A 01v Mon oe Alolne A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O+gfneMe4 Pr'N"" I" TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: O L O A 1; 1001 S. Great Southwest — CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T 0 T.LD. 37.0 PSF TX 75051 Y CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 2rJ �{ (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOP. 1 Y "--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Jab: (CX370BA--Centex Homes Inc 3708 A M) / 3' End Jack THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB) : 200 200 200 c WEBS 2x4 SP #2 N BEARING LOC. (FT) : 0.00 3.00 3.00 cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ti MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. END-NAILED OR TOE-NAILED BEARING BY BUILDER. Irl CONTRACTORS WARNING: N THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS rn AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING ID INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. w m R=48# W=1"8 T m 6 p o T C2X4 (A1) 4"3 1 l 3-0-0 OVER 3 SUPPORTS R=226# W=3"8 R=23# W=1"8 PLT. TYP - CLARY-V2T T F - Rev 17.2m SCA: 15678 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--12717 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CLARY NATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 09/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTa8 BY tPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY C"ECTORS ARE MADE OF 200A GALV. STEEL FETING ASTM DUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94269536 A a1"SIM Of A141A. A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC L L 0 .0 PSF B Y: OLD�P P Enp1Me.Aa oa"ct' Inc TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOPO CONNECTORS PER DRAWINGS 130. 150 6 160A—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L O. 37.0 PSF 1801 S. Gr Bat SOutTIWeSt PKMy. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE l7/i/Sil FOR SUGGESTED Grana Pralrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. _j I '.3 A ()" i r.", Job: True Truss (CX370BA--Centex Homes Inc 3708 A M) / I' End Jack THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N **WARNING** AN UPLIFT REACTION OF -76# OCCURED ON A BOT CHORD 2x4 SP #2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. c WEBS 2x4 SP #2 N ul PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. n MWFRS UPLIFT (LB): 200 200 200 .1 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BEARING LOC. (FT): 0.00 1.00 1.00 w TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND N WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . END-NAILED OR TOE-NAILEO BEARING BY BUILDER, 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. a CONTRACTORS WARNING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ru rn THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING 01 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Ln w V R-160# W-1"8 6 T T 02x4 (A i) 10'3 4'3 1-4-0 - 11-0-01R-33# W-1"8 � i ' OVER '3 SUPPORTS R-233# W-3W8 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/1/1/1/E/-/- Rev 17.2m SCALEi50.5000 **IMPORTANT** CLARY OIVISIDN OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--12718 SHALL NOT BE RESPONSIBLE FDR IN HANDLING, ERECTION AND 0.L...- ARY DEVIATION FROM THIS DESIGNORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 09/27/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE BC DL iO•O PSF ORW usR732 94269337 CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP of Alpine A446 OP B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL O O PSF Enpfnn�w Pro4uct•, Ine TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BY: OLD CONNECTORS PEP DRAWINGS 130, 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1801 s. OrBBt SOuth"Stt Pkwy- CONFORM N/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.LO. 37.0 PSF Grana�1 Prairl8, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. i •2rJ fD1 R/:A�ZPIA ...,...,. .,,..,.,,. ,... na nr •en,orw ♦y euv nTHFO WAv nESIGN VSS TO THE TPERECTTON CONTRACTOR. Jan: (CX370BA--Centex Hones Inc 3708 A M) / 7' End Jack 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 MWFRS UPLIFT (LB): 200 200 200 c WEBS 2x4 SP #2 N BEARING LOC. (FT): 0.00 7.00 7.00 UT TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w fU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6 END-NAILED OR TOE-NAILED BEARING BY BUILDER. 0 b. CONTRACTORS WARNING: N THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. to w M R=163# W=1"8 m 0 6 F,;- m T C2X4 (A 1) 4"3 1-4-0 7-0-0 �--- 7 --� OVER 3 SUPPORTS R=357# W=3"8 R=73# W=1"B PLT. T P.- CLARY-V2 T TPI /�T F Rev 17.2m SC :SCALE 15506 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INI7`uSSES REQUIRE EXTREME CARE TC. LL 2O .0 PSF REF 8732--12720 SMALL MOT Of RESPONSIBLE FOR IN HANDLING, ERECTION AND OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 09/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR 0,00I7IONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 PSF DPW USA732 94269538 A 0..1�1en of AtPinn A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED NITM PROPER w FnNi�A.10 P,•oau<tt. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTON CHORD BC LL O O PSF BY: DL D -P CONNECTORS PER DRAWINGS 130. 150 6 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACR£D RIGID CEILING -- SEE TOT.LD. 37 .0 PSF 1801 S. Great SOUtnWeSC PkWy. CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S TECHNICAL UPDATE P/1/91) FOR SUGGESTED ///�� Grana Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 �T (214) 660-3940 IN ONLY• ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, y rJ •--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTI-iV P A I NG G 4 0" Job: (CX370BA--Centex Homes Inc 3708 A M) / T9 37' Special Girder THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2x4 SP #2 N : T3 2x4 SP #2 Oense: PROVIDE CONNECTIONS AT BARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N MWFRS UPLIFT (LB): 24 469 200 C WEBS 2x4 SP #3 : W6 2x4 SP #2 N: BEARING LOC. (FT): 0.00 20.71 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND z WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. tAI SPECIAL CONNECTION REQ'O FOR 203.24 LB. CONCENTRATED LOAD. N TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)80 NAILS AND AT BOTH ENOS #1 HIP DESIGNED TO SUPPORT 05-00-00 JACKS AT RIGHT END. �+ TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE JACKS HAVE NO WEBS. N AND 80% LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS @ 4" O.C. rn BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. w MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: LO THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARETS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. C5X5 T C"B T3 4 4 X5 m C2X4 (A) _�Z�� T (A) U-) �,C3X4 (A1) 3'10'3 C3X4 (A 1) X4 4 T �3 5X1 X4 1 C3X8 �-- -- 21 ' 16' 10-6-0 3-6-0 C5�%-0-0 5-0-0 1 4- 37-0-0 1 4- r _ _ 37 OVER 3 SUPPORTS R-1311# W-3"8 R=2439# W=3"8 R=946# W-3"8 75 PLT. TYP.- CLARY-V2 Rev 17.2m SCA: 150.1 75 **IMPORTANT** CLAHY DIVISION OF ALPINE WARN I NGTRuSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--12721 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND �:7Z AR Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 09/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY IPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE CLARY CONNECTORS ARE MADE OF 209A DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 ,0 PSF ORW US9732 94269539 A division Pr AIPInt A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER "I.-a a`o0"ttA, Int TRUSS AM UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD CONNECTORS PER DRAWINGS 130, 150 6 SSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37.0 PSF 1901 S. Greet SDULTIWQlt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grand Pralrle. TX 7SOSt SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (214) 660-3940 IN ONLY. ND SMALL NOT 8E RELIED UPON IN ANY OTTER WAY, DESIGN TO THE ?PUSS ERECTSON CONTRACtOR. W--TPI A1RUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING SEE A B O VE Job: (CX370BA--Centex Hones Inc 3708 A M) / T10 37' Special 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 MWFRS UPLIFT (LB): 440 430 C WEBS 2x4 SP /3 BEARING LOC. (FT): 0.00 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w w NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. LO A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. t, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ti In LO Ln 0 C5X5 C6X6 T 4 4 X6 T m 6 p C2X4 m ►� o Lr) C3X5 1) (A -~ C3X5(A 1) 5 X ).11 v �-7v3 X1 X4 C6X12 37' 10-6-0 17-6 l 1.8-0-0 _ _L 7-0-0 1L4-t 37-0-0 IL 4- 37' OVER 2 SUPPORTS R-1444# W-V 8 R=1444# W=3"8 T TYP - QLARY-V2 DESIGN CRIT TPI FL/1/1/1/F/-/- Rev17. m SCALE 150.1 7 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRuSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--12723 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND O-L.Z A v DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 09/26/94 I FAILURE TO BUILD THE TPUSS IN CONFOPMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94269540 EXCEPT AS NOTED. TO EACH FACE Of Ne Non of ictc TTRRSSS46 C ANO UUNLESS 0 HERWISE LOCCATED ONTHIISS DESIGN. POSITION Ly AOTTAACCHED PLYALL 13E LATERALLY WOODSSHEATHING. BOTTOMACED WITH PROPER CHORD BC LL 0 .0 PSF BY, OL Q ree PN`f A101. Inc CDTNECTORS PER OPAWINGS 130. M6 SSOA-f. DESIGN STANDAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37.0 PSF .80I S. Great SGUtnW!!t Pkwy. CDNFp1M M/APPLICABLE PROVISIONS OF NOS i TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grand Prairie. TX 750Si SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DU R.FAC. 1 . 25 (214) 660-3940 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACT •--TPI TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONOP. SPACING 24.0" Job: (CX3708A--Centex Homes Inc 3708 A M) / Tii 37' Special THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T2 2x4 SP #2 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 440 430 c WEBS 2x4 SP #3 BEARING LOC. (FT) : 0.00 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w W NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. BE EQUALLY SPACED. ATTACH WITH (2)8d NAILS AND AT BOTH ENDS LO TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE 411 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. AND 80% LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS @ 4" O.C. ry MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR, rn In Ln T2 C5X C3X4 C2X4 C6X6 (R) 0 6 � C2X4 (A) C2X4 .-t �n C3X5(A 1) C3X5 (A1) X4 T i' —rr3 C X 4X1 X4 CGXB 37' 11-0-0 17-0-0 9-0-0 4- 37-0-0 1 4- 37' - -) OVER 2 SUPPORTS R=1445# W=3"8 R=1445# W=3"8 PLT. TYP.- CLARY-V2 P F - Rev 17. m SCA: 15778 0. 1 75 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--12724 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI9-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 09/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW LSA732 94269541 A Ot•uAan er Ala me AAA6 GR B EXCEPT AS NOTED. APPLY CONMECTDRB TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 0 PSF BY: DL D Eny ine"r"W Preeuct". Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SMEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130, ISO C ISOA—F. DESIGN STANDARDS WITH PROPERLY ATTACMEO RIGIO CEILING -- SEE Tar.LD. 37 .0 PSF 1801 S. Great. SOU LflMlSL PWMY• CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE T7/1/911 FOR SUGGESTED Grand Prairie. TX 75051 SEAL ON THIS DRAMING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (21A) 660-3940 IN OMLY, ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECLlGN CONTRACTOR. •--TPI - TRUSS PLATE INSTITUTE. NOS - t99t NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCT TON SPA I N G 24.0 " Jaw (CX3708A--Centex Homes Inc 3708 A M) / T12 37' Special 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 #2 N MWFRS UPLIFT (LB): 430 430 WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 uCi TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) , v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w TU NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. BE EQUALLY SPACED. ATTACH WITH (2)8d NAILS AND AT BOTH ENDS cn TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 4" O.C. ru MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. Lo 0 is. N C5X5 C6X8 4T T X6 m C3X4 C2X4 m m 6 � o i. (A) C3X5 (A1) cD C3X5 (Ai) X4 T =3M X 4X8 X C5X8 C2X4 37' 14-8-0 -8- 9-8-0 11-0-0 1 4- 37-0-0 1 4- 37' OVER 2 SUPPORTS A=1445# W=3"8 R=1445# W=3"8 PLT. TYP - CLARY-V2 N CRIT TRI F - - Rev 17.2m SCA:Ei5760 75 **IMPORTANT** CLARY DIYIs10N OF ALPINE WARNINGTRusSES REQUIRE EXTREME CAPE TC LL 20 .0 PSF REF R732--12726 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 09/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONM£CTORS ARE MADE OF 204A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 1 •0 PSF DRW USR732 942fi9542 A 01•ulon of A1o1ne A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER Ei+91-*.P,.t.. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: DL SGT CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.L D. 37.0 PSF 1801 S. Great SOU"WaSt PkWY• CONFORN M/APPLICAOLE PROVISIONS OF NDS C TPI. AN ENGINEER S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 1216) 850-3940 IN ONLY, AND SHALL MOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. /'� •--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONSPACING 24.0" Jot: (CX3708A--Centex Homes Inc 3708 A M) / T16 37' Special THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N MWFRS UPLIFT (LB): 430 430 c WEBS 2x4 SP $3 BEARING LOC. (FT) : 0.00 36.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w IU NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. BE EQUALLY SPACED. ATTACH WITH (2)Bd NAILS AND AT BOTH ENDS (a TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. AND 80% LENGTH OF WEB MEMBER. ATTACH WITH Ba NAILS @ 4" O.C. N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR, rn LO Ln Lv C5X C2X4 C5X5 m C3X4 (A) C3X4 � 6 J (A) 3X5 (Al) C3X5 (Ai) X4 4 Y i �3 C X C3XI2C6X8 C2X4 37' 15-0-0 9-0-0 13-0-0 1 4- 37-0-0 1 4- io 37' OVER 2 SUPPORTS R=1444# W=3"8 R=1444# W-3"8 PLT. TYP.- CLARY-V2 - - Re v7. m SCALE eAq: 15601 75 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGRuSBES PEGUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--12728 SHALL NOT Be RESPONSIBLE FOR IN HANDLING. ERECTION AND OAL.IVISIOR ARY NATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 09/26/94 AN FAILURE TO MLO THE TAUSS IN COWDRMCE NIT"OS199 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM GUIREMENTS. U1a.ESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF ORW USR732 94269543 Of AlOine A448 OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORO SHALL BE LATERALLY BRACED WITH PROPER {� {� A_r Op t� 46 PpOdUCtk IDC TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0 •0 BY: DLO PSF O A CONNECTORS PER DRAWINGS 130, ISO S SSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 81010 CEILING-- SEE E)U .LD. 37 .0 PSF 1801 S. Great SOUtNMBlt Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEEA•S TECHNICAL UPDATE (1/t/91) FOR SUGGESTED Grano Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEPE DRYWALL APPLICATION. FURNISH A COPY OF THIS R.FAC C. 1 .25 (214) 660-3940 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �/` P--TPI LRU59 PLATE INSTITUTE. NOS 1991 NAZIONAL OESSGN SPECIFICATION FOA W000 C1W15TRUCTION C I N 24.0" Job: (CX370BA--Centex Homes Inc 3708 A M) / T17 37' Special THIS OWG. 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 #2 N MWFRS UPLIFT (LB): 430 420 c WEBS 2x4 SP #3 BEARING LOC. (FT) : 0.00 36.71 In TRUSS DESIGNED FOR 100.00 MPH WIND; 15.00 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w IU NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. BE EQUALLY SPACED. ATTACH WITH (2)Bd NAILS AND AT BOTH ENDS LO TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 4" O.C. N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. Iv U1 A A C5X5 C5x C2X4 C5X5 m (A) C3X4 0 CO 6 p C2X4 (A) (A) C3X5 (A1) C3X5 (A1) C3X4 C2X4 Y =3 1 3 1 C5X8 37' 17-0-0 5-0-0 15-0-0 1 4- 37-0-0 1 4- �= 37 OVER 2 SUPPORTS R=1445# W=3"8 R=1445# W=3"8 PLT. TYP.- CLARY-V2FL/1/1/1/E/-/- Rev 17.2m SCA: 15601 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGT�SSES REGUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--12729 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CLARY NATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 09/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB SY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 209A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORW USR732 94269544 A 01v 1A Asn er A101,g AA45 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY SPACED WITH PROPER B Y: 0 L O EeglMer�a P,",.. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC .LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 130 S 1SOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED PIGIO CEILING -- SEE TOT.LD. 3 7.0 PSF SBOS S. Great SOUthWeSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grano Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 r/ (214) 660-3940 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. a--TPI - TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING -4-O�� Job: True Truss (CX3708A--Centex Homes Inc 3708 A M) / TIS 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 8Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N MWFRS UPLIFT (LB): 420 420 WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 N TRUSS DESIGNED FOR 100.00 MPH WINO. 15,00 FT ABOVE GROUND m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 11 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. Lo N SEE DRAWING A115/R ANO/OR 884, 080 FOR FILLER DETAIL. ALL PLATES ARE C2X4 EXCEPT AS NOTED. to NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO a AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. BE EQUALLY SPACED. ATTACH WITH (2)8d NAILS AND AT BOTH ENOS ^u TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE Q1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 80 NAILS # 4" O.C. to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. a Ln C5X5 C5X5 (R) C5X5 C5X5 m )(A) o (A) ) 6 � C3X4 C3X5 (A!) C3X5 (A1) =3 C3X4 C5X12 C5X8 37' 19-0-0 _ 1 _Q _ 17-0-0 1E4-0 12-11-15 T 6-0-1 18-0-0 `----- 12' 11"15 - '�- 7' i i"15 ---{--- 16'0"3 37' - - -� OVER 2 SUPPORTS R-1444th W-3"8 R-1444# W=3"8 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/i/i/i/E/-/- Rev 17.2m SCALE 14031875 **IMPORTANT** r-LARY OIVTSI"OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF 8732--12731 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND Q:;A A R Y DEVIATION FAOM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 09/27/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 0578B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MAOE OF 2044 GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORW USA732 99442669545 01,101-e1 Alpine A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 .0 PSF BY. OLD•rL.T Enp�merw Pm%uctP, 1M TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROP PLY ATTACHED RIGID CEILING --SEE TOT.LD. 37.0 PSF 1601 S. Great Southwest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grand Pralr le. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 1214) 660-3940 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. OES IGH i0 TME TRUSS ERECTION CONTRACTOR. W--TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" O JOb: (CX3708A--Centex Homes Inc 3708 A M) / T19 37' Special THIS OWG. 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 #2 N MWFRS UPLIFT (LB): 420 420 C WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 rn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . .� RECOMMENDED CAMBER 1/4" AT MIOSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w ro (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING ID MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING 1* SUITABLE SUPPORT BY ERECTION CONTRACTOR. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. w M A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. U:) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. L11 D Q7 C5X5 C5X5 C5X5 m (A) O (A) ) C2X4 ^ 6 p C3X4 (A) C3X5 (A1) C3XB (A1) C5X5 C3X4 C5x8 C X4 ro2 19-6-0 17-6-0 1 4- 6-3-8 30-8-8 1 4-10 37' OVER 2 SUPPORTS R=1444# W=3"8 R=1445# W=3"8 PLT. TYP.- CLARY-V2Rev 17.2m SCA: 15631 75 *)(IMPORTANT** CLARY DIVISION OF ALPINE WARNING-,"""REQUIRE EXTREME CAPE TC LL 20 .0 PSF REF R732--12733 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND CAL.11101&n ARY NATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE NIS-91 BY TPI. SEETHIS DESIGN TC OL 7.0 PSF DATE 09/26/94 USS FAILURE TO BUILD THE TRIN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USA732 94269546 Of A101ne A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER W01--a P OOwcta. I"e TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. DTOM CHORD BC LL 0 .0 PSF BY: OLD,4i- CONNECTORS PVORAWINGS 130. 150 S iSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37.0 PSF 1801 S. Great 90UL11Melt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 8 TPI. AN ENGINEER'S TECHNICAL UPDATE 17111911 FOR SUGGESTED Grand Prairie. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25 / (214) 660-3940 [101:Y. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. a--TPI " TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FDR MOOD CONSTRUCTION SPACING 24.0" Job: (CX370BA--Centex Homes Inc 3708 A M) / T21 37' Special Girder THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2x6 SP it Dense : T1 2x4 SP #2 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. : T4 2x4 SP #2 N: MWFRS UPLIFT (LB): 440 440 BOT CHORD 2x6 SP #i Dense : B2 2x6 SP SS: BEARING LOC. (FT): 0.00 36.71 (� WEBS 2x4 SP #3 : W4, W10 2x4 SP #2 N: TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. SPECIAL CONNECTION REQ'D FOR 455.05 LB. CONCENTRATED LOAD. RECOMMENDED CAMBER 3/4" AT MIOSPAN BETWEEN BEARINGS. LO In (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. h. BE EQUALLY SPACED. ATTACH WITH (2)Bd NAILS AND AT BOTH ENDS ry TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING 01 AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 4" O.C. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. In BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. .1� WARNING! LARGE VERTICAL DEFLECTIONS EXPECTED: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7/8" DUE TO LIVE LOAD AND 3/8" DUE TO DEAD LOAD. C12X12 f5o12 T4 Wq 6 p C 4 C5X6 (C9) 3'10'3 C4X6 (A3) C4X6 (C9) �HSS22 312 (A3) HS512 1;j u3X12 B2 H l C3X6 .0 2 7-0-0 25-0-0 5-0-0 1 4- 6-3-8 30-8-8 407# . 1 4- 37 - - OVER 2 SUPPORTS R=2897# W=3"8 R=3031# W=3"8 PLT. TYP.- CLARY-V2 TPI F Rev 17.2m SeAq: 15640 7 **IMPORTANT** CLARY OIYISION OF ALPINE WARNINGT"SES REGUIRE EXTREME CAPE TC LL 20 .0 PSF REF R732--12734 SMALL NOT BE RESPONSIBLE FDR IN HANDLING. ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 09/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTea BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USA732 9426xr9547 A OHV TAH°" Of A1PiM AAAA GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BY: DL D „r— TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL O O PSF CONNECTORS PER DRAWINGS 130. ISO G t60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37. 0 PSF 1801 S. Great SOutnwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 ,r (214) 660-3940 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. /y •--TPI - T'.3L`SS PLATE INSTITUTE. NDS- t991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING S E E ABOVE Job: (CX370BA--Centex Hones Inc 3708 A M) / T22 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONSI SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N : T3 2x4 SP #2 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 440 430 c ` WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. (.I !U (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS AND AT BOTH ENDS Lo TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING b. AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 4" O.C. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. Tv BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. M A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Un I, Co T C6X6 X C X4 T C7X8 (R) mT C3X4 (A) (A) (A) C3X5 (A1) C3XB(Ai) �3 C5X5 C3XB C2X4 C C2X4 �2 9-0-0 21-0-0 7-0-0 1 4- 6-3-8 30-8-6 1 4- (> - - - -- - 37' OVER 2 SUPPORTS R=1444# W=3"8 R=1445# W=3"8 T. TYP - CLARY-V2 T TPI �T FL/1/1/1/E/—/— Rev 17.gm Seq: 15641 7 **IMPORTANT** CLARY DIVISION OF ALPINE W ARN I N gRQSSES REQUIRE EXTREME CAPE T C LL 20 .0 PSF RE F R732--i2736 SHALL NOT BE RESPONSIBLE FOR N HANDLING. ERECTION AND T C DL 7 0 PSF DATE 09/26/94 CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HtB-91 BY TPt. SEE THIS DESIGN 4 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST89 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE t CLARY CONVECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 9,,4A,269548 `L A OS_ 1f l0A 0/Al01Pe A446 GA 9 TRUSS AND SUNLESS OTHERWISE LOCATED T AS NOTED. APPLY CONNECTORS THISDESIGN.DESIGN. POSS1-0 EACH ITION LOF CYATTACHED PLYWOOD SHEATLL BE LATERALLY HING. BOTTOM CHORD BC L L 0 .0 PSF BY: OLE) A-,5 f■j ACED WITH PROPER A Op _er"0 Of AIt". IK CONNECTORS PER DRAWINGS 130. 130 C I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LO. 37.0 PSF 801 S. Groat SOU MW!!t Pkwy. CONFORM VAPPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S TECHNICAL UPDATE Wi/9i) FOR SUGGESTED Grano Prairie. TX 75OSi SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25 1214) 6fi0-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE i{kT35 SPECT ION CONTRACTOR. 24.0" A--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING Job: (CX370BA--Centex Homes Inc 3708 A M) / T23 37' Special THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. b BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB) : 440 430 c WEBS 2x4 SP #3 BEARING LOC. (FT) : 0.00 36.71 In TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 3/8" AT MIOSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w (U NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. W A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ry m cn C6X6 C X4 C X4 X6 (R) T m CK >Z2X4 0 6v �'�< (n C3X5 (A1) CUB (A I) X C X X8 T _.0 IL2 11-0-0 17-0-0 9-0-0 1 4- 6-3-8 30-8-8 1 4- 37' OVER 2 SUPPORTS R=1444# W=3"8 R=1445# W=3"8 PLT. TYP - CLARY-V2P - Rev 17. seALE 15646 87 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--12737 SMALL NOT BE RESPONSIBLE FOR IN MANGLING. ERECTION AND OLC ARY NATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 09/26/94 FAILURE TOBUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .O PSF ORW USR732 94269549 A Oiviaon or Awine A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O .O PSF e Y 0 L D - Enyi-d Puct% Int TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130• 150 4 160A-F. DESIGN STANOAPOS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 37.0 PSF 1801 S. Great SOUtnWeSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Pralrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 660-3940 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE iRU55 ERECTION CONTRACTOR. �--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 2 4 D" Job: (CX370BA--Centex Hones Inc 3708 A M) / T24 37' Special THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N MWFRS UPLIFT (LB) : 430 430 C WEBS 2x4 SP #3BEARING LOC. (FT): 0.00 36.71 cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . .) RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w (A) 1X4 M3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. N BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS AND AT BOTH ENDS LO TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING A AND 80% LENGTH OF WES MEMBER. ATTACH WITH 8d NAILS @ 4" O.C. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW, nI BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. pi A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. LO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln cn 0 C5X6 C X4 C5x6 m (A) (A) >C2X4 0 6 pC3X4 ., (A) In C3X5 (A1) C3XB (A 1) C5X5 4 X T �3 y 2 13-0-0 13-0-0 11-0-0 1 4- 6-3-8 30-8-8 1 L-4- 37' 37' OVER 2 SUPPORTS R=1444# W=3"8 R=14451 W-3"8 15649 PLT, TYP.- CLARY-V2T F Rev 17.2m SCA'E = 0, I 75 )(*IMPORTANT** CLARY DIVISION OF ALPINEWARNING'RUSSES RERE EXTREME CARE TC LL 20 .0 PSF REF 8732--12739 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 09/26/94 FAILURE TO BUILD THE TPUSS IN CONFORMANCE WITH OST89 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94269550 A Oivlutn of Alolnt M48 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E"tlntarac PraoueTa, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL .0 .O PSF BY: OLD �- CONVECTORS PEP DRAWINGS 130. 150 9 IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L O. 3 7.0 PSF 1801 S. Great SDUtnMlSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED Grand Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI9 (214) 660-3940 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC. 1 .2 5 'Tv— ;I - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION S P A I NG 24.0" .1a0: (CX370BA--Centex Hones Inc 3708 A M) / T25 37' Special 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 MWFRS UPLIFT (LB) : 430 430 C WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 1/j TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND z WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/4" AT MIOSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w To (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS AND AT BOTH ENDS LD TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING n AND 80% LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS @ 4" O.C. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. ru BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. rn A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln In C5X6 C3X4 X5 (R) C3X6 En C2X4 A) (A) C3X4 6 p C3X5 (A 1) C3X8 (A1) C5X6 C3XB C5X8 C214 T =3 2 15-0-0 9-0-0 13-0-0 1 4- 6-3-8 30-8-8 -IE4- 37' OVER 2 SUPPORTS R=1444# W-3"8 R=1445# W=3"8 PLT. T P.- CLARY-V2T - Rev 17.2m SCAL 1565IB75 **IMPORTANT** CLAAY DIVISION OF ALPINE WARN INGTRUS9E5 PEOUIPE EXTREME CAPE TC LL 20 .0 PSF REF R732--12741 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND OLCA.I.IGA AAY DEVIATION FROM THIS DESIGNORTHESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 09/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHEPWISE INDICATED. TOP BC DL 10 •0 PSF DRW USA732 94269551 or A101ne A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BY: OLD �� Eno i-P_.ts. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37.0 PSF 1901 S. Great SOULnWeSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THj3 (214) 660-3940 jN DNLT, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 12 5 •--TPI - TRUSS PLATE INSTITUTE. PDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Jo D: (CX3708A--Centex HO1ReS Inc 3708 A M) / T26 37' SPeciai THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ar BOT CHORD 2x4 SP #2 N MWFRS UPLIFT (LB) : 430 420 C WEBS 2x4 SP #3 BEARING LOC. (FT) : 0.00 36.71 cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7,00 PSF (TOP) AND 10.00 PSF (BOTTOM) . .I RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w w (A) iX4 /3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED. ATTACH WITH (2)8d NAILS AND AT BOTH ENDS to TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING a AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 4" O.C. AND ERECTION OF TRUSSES. SEE "WARNING' NOTE BELOW, ry BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. Cn A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. Lo MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln u IU C5X5 (R C5X5 (R) CSX6 \(A) %C3X4 0 C2X4 C2X4 Co 6 (7 C3X5 (A1) C3X8 (A1) C5X6 X4 C5X8 T =3 � �2 17-0-0 5-0-0 15-0-0 1 4- 6-3-8 30-8-8 4- 37' OVER 2 SUPPORTS R=1444# W=3"8 R=14452 W=3"8 PLT. TYP - CLARY-V2T Fr�1 - Rev17.2m SCA: 15655 0. 1875 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINLO/F��TtRUSSES REGUTA£EXTREME CARE TC LL 20 .O PSF REF 8732--12742 SMALL MOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL CLARY 7 .0 PSF DATE 09/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF ORW USA732 94269552 A O1�n.on eN AID 1m A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED KITH PROPER r' Enp in••r•a Preauct•, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - BC LL 0 .0 PSF BY: CONNECTORS PER DRAWINGS 130. 160 C SSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. 37.0 PSF 3805 S. Greet SOuih•re3t PKWY. CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S TECHNICAL UPDATE b/1/911 FOR SUGGESTED Grana Prairie. TX 75053 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 -25 (214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. i--TPI —TRUSS PLATE INSTITUTE, NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONSPACING 24.0" Jon: (CX370BA--Centex Hones Inc 3708 A M) / T27 37' Special 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 : 82 2x4 SP #2 Dense: MWFRS UPLIFT (LB): 420 420 C WEBS 2x4 SP #3 BEARING LOC. (FT): 0.00 36.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND 9 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w IV (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS AND AT BOTH ENDS to TO A SUITABLE SUPPORT. ALTERNATE: 2X4 SCAB BRACE, SAME GRADE NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 4" O.C. AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. ry BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. QI A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln Ln w C5X5 X5 C6X6 C5X5 OA) o (A) C2X4 s p C3X4 C3X5 (A1) C3X8 (A 1) C5X5 X4 C3XS C3X4 -7T 93 C5X5 �2 19-0-0 t-"- 17-0-0 1 4- 6-3-8 30-8-8 1 4- 37' - - -- - - _J OVER 2 SUPPORTS R-1444# W=3"8 R=1445# W=3"8 PLT. TYP - CLARY-V2 - Rev 7 m SeA: 15746 074 75 **IMPORTANT** CLARY DIVISION OF ALPINE WARNIN(Y—ES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--12744 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND -7 C L ARY NATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL / .0 PSF DATE 09/26/94 FAILURE TO BU ILO THE TRUSS IN CONFORMANCE WITH 06788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A DALY. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP SC DL 10 .0 PSF DR W USR732 942669553 A 01YtAtAA of AIAUHI AMB CR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER 0 .0 PSF Y: DL /' wgx"#�AA P'A t% IM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD SC LL B CONNECTORS PER DRAWINGS 130. 130 C IBCA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 .0 PSF 1801 S. Great southwest PKWY. CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 25(214( 660-3940 IN ONLY. AND SHALL MDT BE RELIED UPON IN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. M--TPI TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCT ICN SPACING 24�0" FLOODPL.AXH DEVELOPMENT INFORMATION r Type of Davelopmantt___ Flood 2ones____� Required Lowest Floor Elevation:_ It building is located within a flood hazard zone, a survey must be wade AFTER THE SLAB NAS B&TR POURED, certifying that the LOWEST FLOOR ELEVATIOU is equal to or above the base flood elevation established for that scone. No final Inspection will be Made and no cert"-Icate of occupancy will be issued until the survey is on 'file with the Building Department. CONMENTS 2 Applicant Acknowledgements I understand that the issuance of thin permit IN contingent upon the . above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply vith all applicable provisions of Ordinance No. 23-7-11 and all other laws or ordinances affecting the proposed dovelopwent. DateApplicants Signature_......................... ------------------------------------------- -------- Department Uae Required Lowest Floor Elevation _ ___________ Aq Built Lowest Floor Elevation _________________ Survey Filed with Building Department ___________ Building�Department Representative page 3 CITY OF ATLANTIC BEACH, FLORIDA a APPLICATION , APProvW AP by PLICATION FOR ELECTRICAL -PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE IMPORTANT NOTICE: , IN CONtIDERATION 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. a . N1�aRc:4 tt��;�CR1G J�� ELECTRICAL FIRM: MASTER ELECTRICIAN NAME.. ADDRESS:_; RFD 80X BLDG.SIZE BETWEEN: RES.01 APT.( ) COMM.( ) PUBLIC,( ) INDUS.( ) NEW(k) OLD ( I REW,( ) ADDITION( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SO.FT. SERVICE: NEW INCREASE( ) REPAIR ( 1 FEE CONDUCTOR SIZE a/c) AMPS I30 CCOOjPPER ALUM. SWI C OR BREAKER '56 AMPS ' PH 3 w � 16V0 AY EXIST.SERV.SIZE AMPS PH - W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE . LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. swlrcHss INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS N0. i II,P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. A NO, KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MO OR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES 1 PSR-3844 9 5 T 1 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION - -------- LOCATION INFORMATION __ Permit umber:y Addi:ess: 1275 LINKSIIDE DRIVE Permit Types MECHANICAL ATLANTIC BEACH , FLORIDA 32233" Class of Warks NEW -_---___-- - LEGAL DESCRIPTION --- Constr. Types WOOD FRAME Lot , Black= Section. Pr posed Use: SINGLE FAMILY Township: RNO. 0 Dwelli.ngss I Codes 0 Subdivision:' SELVA LINKSID3E I Estimated ValuesSO .oo Improv. Cost $0 .00 Total Pees: $47.00 ArAount paid $47 00 Work ,D � EAT AND AIR d z _-w APPLICATION PES ---- Na Addy .��, ' w >I DRIVE `' ).r WATER . IMPACT FEE $0 .00 ACH. FLORIDA 3 2 2 3 SEWF IMPACT FEE �� $0 .00 ; Pho W T 41 TAP $0 4 yry any -- '° T INFORMATION RADON CAE 5%< S0 .00 Name .' I AT & AIR, CAPITAL IMPROVE. $0.00 Address :" 19 ,S EAM ROS SEWER TAP 0 .00 E e.FL°� ,. CROSS " ONN�TICN $0 .00 License CAC 3 Types 0 SEC H IMPACT FEE $0 .00 � C`�tONllS{;`.Cpp'�/..y SURCHARGE Sts#siAi\V + Al3.t i �wis -"y, a r '1.h is 12 A.`nloww ,�i'.. i� o.gka,,S%s ^r'k-µxa. ._, ""YSM1 s:� S"`" ,, .. 5 x✓r 3 .� n..wn: x,ma mru.a kw 9 ms rwn u. du rws '> Vn desk e F. F NOTES. l k _ NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DAVE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FA ,ILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." """' �Ocp"1T-ANID SUB,lECT T.O:REVOCATION FOR BUILDING AND ZONING INSPECTION DIV ISION S CITY OF ATLANTIC BEACH ATLANTIC OEACH.FLORIDA 32233 APPLICATION FOR MECHANICAL,- PERMIT CALL-IN NUMBEii• IMPORTANT -- Applicant to complete all items in sections 1, I1,,111, and IV. I' ' 275 LINKSDIE DRIVE LOCATION Street Addratt: , -- OF latertsefiag Streeltr /rowooeq MT OT,E RQAD Asd_,_A`L'L,ANTIC BLVD BUILDING Svb-46i4en RPT,VA T,,33:NKSTnP,., T.OT# 76 Il. IDENTIFICATION —To be completed by all applicants le conaderatiom of perm;t given for doing the work as (ascribed in the •bare statement we heirby agrsa to D -e•Ic, road .o•. .;rh the atlachpd plant and spac;Rcal;ons which as is port heads and ;a accordance w.6% tke C;ty of Jaciso.v;Pe wd;-e,ces 6-4 of good praclke $;tied there;n. Nacre eI hbclwaical Contractors coatroc►« (Prial) MANDARIN HEATING & AIR Mailer CACA 1 2633 Naar• of rapertT Owner CENTEX HOMES Syaalva of Owner Signature of w AisAwked Agent / /lrchilocf or Eagineor III. G StAL INFORMATION A. Typo of bating fuel. EI. IS OTHER CONS"Af-ICTION BEING DONE ON fbctric THIS BUILDING OR 417E T_ YES ❑ Ges--❑ IP, ❑ Natural ❑ Control Utility IF YES. GIVE NUMBER 0/ CONSTRUCTION O Oi PERMIT 9384 r ❑ Othw — Specify ...� IV. UN NANIQU WIN MINT TO tE INSTALLSO NAY(1RE OF WORK (FoeI We complete lint d cormpomamh on back of this form) ,d Residential or (7 Commercial - Nast ❑ Spare 0 Recessed �afnel O PAW ;;",Nva,Building , Air Coadd;oeinyr Q Room V'Caafne) ❑ Exising Building -D,,q System; us - IDUCT BQ P.DTWc r ❑ neplacernb�lr 1 or existing system & FLEX Now INatultalion(N,)system previously instaiieu)Masimunaactty 0 Q CAW. O Refrigorstion ❑ Exlenslo.AW add-on to existing system ❑ Other— sptC; y ❑ Coolie www: Capacity -- ❑ fine sprinklen: Number of bad -- ❑ Eiowlw ❑ Maahft ❑ Escalator (rmwmbw) (3 GONA"pu+ml" THIS Ser l;N FOR OFFICE USE ONLY (mvatberl r (boeiroel) ❑ TSA, (muabw) Remarks O tK Ceuta (member) O UaCwd posture testa O 116x«. hemit Approved by___ Do►. ❑ CAW •— Specify Permit Feh��._„� LI8T ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION EQUIPMENT Number Volt+ DeBerlDt Yodel Number f; �Y Alrprovfai fEanutaCturer Arm, COND TW R T' r � HEATING t FURNACES. &OILERS, FIREPLACES Number Vatte 13"Csipuce No”Number Maautactnrer (BTU)idly App Agawt (1_dura rrr TANKS Boer Haar � t�, TY" Liquid Flame Ct Ssrw APpprovog o Contained uAnufact uor No. Agcacy __. ^. _—_.._. 6•_666. E 9514 DEPARTMENT OF BUILDINQ CITY OF ATLANTIC REACH'` ' PERMIT I*FORMAT I ON -------- LC)CATIONINFORMATION --------- ".'Permit Number. 9514, Address . I» 5,.-LIS SIDE DRIVE ; P rrci t ''Type, PLUMBING ATLANTIC BEACH, FLORIDA 322 3 Clats of Werk HErt -_ _-_; LZOAL OESCRIPTION - �- ---- Ctsnstr. TyPet WOOD FRAME , Lot : '� Block> Section. � ' 'Proposed Use- SINGLE FAMILY Township: ' RNC3 0 N41-1 i nos I Fade. 0 Subdivision'., L<INKODE j st mated Value; o oo Tota o t ON p E " ...~ AP$L I CAT I t3A1 FRCS � g v _..;. .. PERMIT' $57 .00 Add s , ILR DRIV$ IXPACj FEE 01? . $0.IJU k T CSI. )'LORIAll �¢M1 NA TAP RADON GIA -H«R. . so .o0 � I . .. T C? NFCRMATi-ION RADON CAS : -$0 .00 NaMve„x ` t N RIS PLUM] I� �� AI'L"�A,� 1�� 0��'. , _,$0400 �I�aLV BER "SAP $0.00 x ILLE 2�1 �JAC CRASS CONNECTION $0.06 Li Type t 4 SEC H IMPACT FSB ,.0 r > 4€ C6NSTW SURCHARGE �'� o 9 j PAI P 1994 NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE PQURING PERMIT NO10 SIX MONTHS'AFTER;DATE OF ISSUE BUIL6tNG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOTBE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UPAND HAULED AWAYBY EITHER CONTRACTOR OR OWNER "0 I,LURE TO COMPLY WITH `rHE MECHANICS' LIEN LAW CAN RESULT IRI TI'I I Rt PERTY E" WRIER PAYING TWIG 1_ R igUILDI i ai IMPROVEMENTS. ENTS4" I t$ Ue0.ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR1/ ILATION OF APPLICABLE PROVIS►ON S C?f LAW. ATLANTIC: BEACH,BUILDING,DEPARTMENT' #1 .401 14= >Ia81e"8194 OltCH f#cptt1 i i LS CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION. r Si��e OWNER OF PROPERTY: BUILDING CONTRACTOR: zol/ow�/J) PLUMBING CONTRACTOR DON HARRIS PLUMBING CO. AND ADDRESS: P JACKSONVILLE. FL, 3 210 TELEPHONE NUMBER: (904) 772-0900 9 4 STATE LICENSE NO: '� TYPE OF BUILDING: 409 TYPE OF WORK: HOW MANY OF THE FOLLOWING F TURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER- TOTAL FIXTURE COUNT: f s $3.50 + $15.00 ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE tNSPECTIONS - (904) 247-5826 asa4aa4 4 30 14RTMONT OF BU11 0 �X.04)ftlk A., , t CITY OF ATLANTIC BEA ` „_ �...'_.. LOCATION I i Ft1 tAT ION --------- ION :PERMIT INFORMATION ~ �� F ant Neer' 9384 Mre€ss: 1275 LINKSiDZ DRIVE Perri t Typed BUILDING ATLANTIC BEACH , FLORIDA 233 las o Work: NEW " - Cojastr . Type: WOOD FI RANI est : `� Block*, Sectic�nY raPas�ed Use: SINGLE FAMILY Township: RNO: � Drelll k' 1 Cade: Q subdivisiow SZLVA LINKSIDEJig tiinat#d Value: X993°55 .I t Im�al v> cost : 90.00 Tail 82849 . 48 f ti A oun ` 82849. 48 NAM11 - 'assiumoic 1141A P; A19 A ur T10N ..� , .. �APPL;ICAT ION FEES i ATE PERMIT 708 .00 � EWAT 11PACT EE �, 0 .00 NT" 'DRIVE SOUS T mp RADON GAS-°H.RL,.S.. a7 ;S3 ,..._ C OR24A' I O � -- - 'RADON CAB 5� $0 .41 Name� NTE �, AL, ESTATE �� . �. ' CAPITAL ..II�PR�vE. . _,43,2 .D4 .. I w'I DRIVE SEWER TAP � �� 0.,4CRY 18 .��e�*, CRS E, `L• X2215 CROSS Ct �'_I_k� Yt 15 Lj . " 5 4 S, N IMPACT 'T`EL ' CONST s C Aa r a a r e Cm ana rug 1""aw.a. �d p PA1fi4 = NOV 29 1"4 =t NOTICE--ALL Ct)f+tt3FiETE FQfiMS AND FOOTINGS MUST BE IN$PEC�'ED BEFORE POURING PERMIT YOID SIX MONTHS AFTER{SATE OF ISSUE <�x tINC MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED,IN PUBLIC SPACE,AND MUST D UP AND HAULED AWAY BY EITHER CONTRACTOR,OR6W ALURE,TO COI0PL.Y WITH THE MECHANICSLIEN LAW CAN RESULT IN PROPERTY OWNER PAVING TWICE 00,R BUI DING IMPROV'EMEN'T" ." 'i -l, ,4. @4 ISSUED ACC QRDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR {1TIQN OfAPPLICABLE PROVISIONS'OF LAW, vW aG4 S4 KY5�fi k.�'p,Y,x .t4 FwC x ATE A �A L446 I 37C) CITY OF ATLANTIC RXAQH PERMIT CALCULATION SHEET Address 12 Date Heated Square Footage $ P e r sq ft = $ Garage/Shed 45 @ s per sq ft = $ Carport/Porch @ $. 1/2 per sq ft = $_ 2 -7 Ll -Peck @ $_per sq ft = $ Pa $. q tio @ per sq ft = $ TOTAL VALUATION: $ 3 $ Z� Total Valuation 13t $ Remaining Value $zl. per thousand or portion thereof TOTAL BUILDING FEE $ Z7 + 1/2 Filing Fee $ C' ( / ) Fireplaces @ $15 .00 $ C, BUILDING PERMIT FEE $ -7 0,`.0 0 WATER IMPACT FEE $ q 3 6 o 0 SEWER IMPACT FEE $ C, WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ RADON (HRS) .0050 $ 7 �f SECTION H PAVING $ HYDRAULIC SHARES $ CROSS CONNECTION .45 SURCHARGE .0050 $ -OTHER $ GRAND TOTAL DUE $ -2 A ADDITIONAL PERMITS OR FEES: Mecha!�icai ✓ Plumbing Electric/New Electric/Temp --' ;SwimmingPool Septic Tank Well-; Sign Finish Floor Elevation Survey_ �, other CALCULATIONS and/or NOTES: book 7961 Mg 1079 Rt NAN CIAO ifliMyfVG O>K>VYy' r+ ti cv Rotice of Commencement �+ crasraas�M ourt�eaTcy J -' To whom it may concein: a ' 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. :J 'j Description of property ---------------------------------. v According to plat thereof recorded in plat book y L{ pages ........................................ of the current public records of Duval County Florida. nGeneral description of improvements ..............................................•-_..__----_-_-_-_----_• Construction of Single Family Residence with Garage on concrete slab -------------------••--------------------------•--•---•---•----------------------------------------------- Centex Real Estate Corporation Attn: Arthur Day Owner ---------•-----•--------•----•-------•------------------------•---•-••----------------------------- 1 6620 Southpoint Dr.S. Suite 400 Jacksonville Florida 32216 Address ------ ---------------------------- Owner's Interest In site of the improvement _--Fee--Simple------------- a Fee Simple Title holder (if other than owner). ..............................."..--_--_._-__-__- .---_---. Name -----------------------•----------------•---.._..._....----------------•----Rit: - 7961 r- --1�'T9•'-'-10' 9 oc# 94168SS9 Address -_-----Filed d corded------------ --------•-------•---------------------------•--...____._-_.---- zaAIM SMContractor __- m@• 8S- owner :00 A.M. •-----••--•-------------------------------- Y:4� CLERK CIRC_ CST ___---•- Address ---------•----------------...................................--•__._-REVAL COUNTY, FL •---------- Surety (if any) —--------------------------------------- --------------------------------------------- Addiess ----------------•-••--------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvemegts, Name -------------------------------------------------------------------------------------------•••------ Address -------•-------------------------------- -----------------------------------------------------• Name of person within the"State of Florida, other than himself, designated by owner upon whom notices or ocher 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 ��pro....vided in Section 713.00 (2) Eb], rlorida Statutes. (Fill in at owner's option). •fie ------------•--• ................. ..._..-------------------•----•_.-.. Address --------------•-------------•--------------------- ----- TH(e #PACS FOR RRCOADCA'a U!i ONLY • - - - ARTHUA'DAY - OWNER Sworn to and subscribed before ms this j, 7 d of 1991 by Arthur Day who �is, personally known to ma. Notary Public state of Florida ' CAROL HART FLAN .: W COMMMS M/CC403M DORM August 25,i= '�p., eo►aeu tsa�u ryror cans uysssysysca,enc. ?ROPERTY .QESCRIPTIOH CITY OF .ot r__( (.p---Block •__Y,....Section I 71GOCEAN BOULEVARD ---- - 1994 P.o.BOX ss ` ATLANTIC BEACI(.FLORIDA 32273 iubdivioion:_�J� .�� -��p --�_-- + uilding and Zoning TELEPHONE 0041Zt9-2J% 'treet flame 1 DESCRIPTION OF WORK sr Address_ 1 ZI S If in a FLOOD HAZARD *food Zones_____,,•_"—_area complete page 3. Brief Descriptionsj Class of Works (New/Rw*odel/Addition)_ACv_�___--- TONING INFORMATZON Type of , • Constructions :oning Proposed listriats Use=—_,,_ Estimated Value a_ :xceptions or Materials: ariances Granteds�_,_, Solid or -------- Filled r OWNER I)tFORMATZON Grounds o'f ._--_—Roof s d �^ Method of Heating Property Ovner s Q4`G _?-t---_---__�- Phones . Mailing 3a �,ts��------- CONTRACTOR INFORMATION Contractors---_ _f1P„ti _ Phone:-------------- Mailing Address s--------- -- -_---- ---------------------- Zips ---------- Expiration License Numbers Dates I MCRCSY CCRTIrY THAT I MAR *CAO AND EXANINCD TMIS APPLICATION ANO KNOW TUC ?AMC TO •E TAUt { AND CORRCCT. ALL PROVISIONS Or TNk LAMS AND ORDINANCES OOVCRNINo TNIS TTPt OF PORK WILL •C �A 'IF.� �^ COMPL:CD VITN, VNtTNCN frCCIrICD MCR6240 OR NOT. INC ORANTIUO Or A PERMIT DOCS NOT PNCSUMC TO OIVt AUTHORITY TO V20LATt OR CANCEL TUC PSOVISIONR Or ANY i£DERAL. STATE OR LOCAL RULES, REGULATIONS. ORDSMANCCS, ON LAMS 20 ANY MANNER, 204CLUDINO TUC OOVCRNINo Or CONSTRUCTION OR TMC � .� • PCRFORNAMCE OF CONSTRUCTION 5�TH ICT. f UNOs:R8TAN0 TNAT THE ISSUAMC[ OP TNiS /CRnIT 15 NCOT2NOCNT UPON THE ANOVC IM ION EI TRUE AND CORRCCT ANO TNAT INC PLANS AND SUPPONTIMG DATA HAVC DCCN OR SHALL• at ' CP AO RE 2 t F �� ';► , �( Ovner Signwture _ -__ __ --- --- -----Oats Contraatnr Signature ___ ___Oates 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 & 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 HEAD (3) .FLOOR DRAIN (1) /-SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) --"_____LAVATORY (1) / COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) SPOT, SCULLERY SINK (4) ______DISHWASHER (2) _---'WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) .,.DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) _FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) ,URINAL, PEDESTAL, SYPHON JET / DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY _ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS �,- @ $20.00 EACH $ JOB INFORMATION Z. /�� -'%�"`�'"CSS� �_ { CITY OF �1 iia c A -4V*" Office of Buiiciing official � REQUEST FOR INSPECTION Date ! r f Permit No. �� I Time Received ' A, pMLa Z 15 ` f Job Add" Owner's Name Contractor itliNG� CONCRETE (::CTRiCA M81 CHANM,�4i. Framing Fooling �`'`Raogh r Cand.8 Re Rooting /[:' Stab Temp Pole i' ° Top Out ,yrs He Insulation 17 Lintel U Final Sewer Fire Place C 1 ' Pre Fab READY FOR INSPECTION t M Mon. Tues. Wod. Thurs. Friday AM j Inspection Made 1,/ S� P M Final Inspection ("iitdreate (it Occupmlcy ' CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit Nn Rimef/�} A- . Received z G{„� Job Addres ,_._-- Loc" Owner's Name Contractor BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL. Framing -- Doting Sough Wiring C- Rough C Air Cond.& r, Re Rooting Slab Temp Pole r Top Out 12 Heating Insulation _ Lintel Final G Sewer t Fire Place 11 Pre Fab READY FOR INSPECTION A, ,, Mon. Wed. Thurs. Friday Inspection Made P tnspeCtor� ''� c 4, final inspection 7 Certificate of Occupancy C Date CITY OF hl -'444 d4 Office of Building Official REQUEST FOR INSPECTION j Date Permit No, Time Received Job Addrs r Locality Owner's Name Contracto BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring o Air Cond. 8 Re Roofing Slab Temp Foie E Top Out Heating Insulation r Lintel _ Final Sewer _ Fire Place READY FOR INSPECTION Fre Fab��t` Mon. Tues. Thurs, Friday A. Inspection Made rspector __:r �r Final tnspection ..- Certificate of Occupancy Date _ ��/J__ CITY OF t-, 4& ' m, c B -TW Gs Office of Building Official REQUEST FOR INSPECTION Date—_ � Permit No. Time 1 A.M. Received PM. Job Address Locality Owner's t Name _ �-�r.�?�lG� Contractor BUILDING CONCRETE ELECTRICALLUMBING MECHANICAL Framing L Footing F Rough Wiring C� ougfi ❑ Air Cond. & Fl Re Roofing Fi Slab ❑ Temp Pole G' Top Out Q Heating Insulation F Lintel Cl Final F wer Fire Place D Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made 3 PM. nsp ector �. - �.�,, Final Inspection C Certificate of Occupancy F Date MY OF 0'if TRANSMITTAL DOCUMM FM MM DATE: The following permits have passed "rough" inspection: Permit No. Address XL 9uobaa nc3a:socx)uzxgtxkua*xmpd:3uxa&xkk=Vwxmt*u. Please update your records accordingly. T ank u , BUILDI &W CITY OF ATLANTIC BEACH /vcb OF ADDITIONS or • " • D• NOT REMOVE JOB ADDRESS DATE ,� ✓amu �,o��/ _ 3 %J`"' THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted j0Z t) //)co 13 $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. B`DG p OF ADDITIONS or • " • D• NOT REMOVE JOB ADDRESS DATE / THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contr orBuilder, 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 BLDG p.m. Monday through Friday. a (_ Q �0ngaoDv DD-IG�;i�p C11S�1N1 m z.. C:y ill dIOINnv4 3A1843 LOw CD �rn� ® NlIM 3`9VfN 214 A3183A a'vu .aa V� ISL 11 m8wz . N w .S6'=„Z/t-tt W 14 Z r.L t?_ 00,r Q .t8'=..4/£-6 a r .6L•=«Z/t-6 OL*=.Z1I (h G7 r CY)Mm -D ' S`” , t— � .99'=«8 S Z D z O> p A -t „ \ " �l .09 f/l-L F ? tJ m N XXX d -+ w rn oo c ='/ 313 < 3 z D -0 0 -0 s N oZoo 1 n A9-=«9 LU O (A� o rn m W� `L ` .6Z'_«Z/t-£ < <0 .09 uN �(JY O N