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Permit 84 Nicole Lane (vault) ADDRESS � BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB 7-1`1FRAMING -/- -7 COVER-UP 7 3~" 9 7 INSULATION - 14- Z 7 FINAL BUILDING - ` CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # //� -) 3 0 INSPECTIONS ROUGH , % FINAL MECHANICAL PERMIT # 14 D 7f7 PLUMBING PLUMBING PERMIT NOTES : 77 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00000508 Date 4/13/09 Property Address . . . . . . 84 NICOLE LN Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ahu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OCCUPANT DONOVAN HEATING & AIR 84 NICOLE LANE 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/10/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MY of AnlHiWBEAM OT- N S3ffAOMIMMlVO:XnMWWWXFL2 N3 ��� .CHAi�4A1_PERT APPLEAT" DWAL COUNTY is JDB q . >.. .,.,. =. __>.; _-, •, .-:_-:= - .� �`"-x--'��--.:�: �-?73►�E': - - `t Il/COIe CG.2G oves FEF"r# .--._,. .J•. � '--s �.� _:res. �'��`.-•r.> �_�'.,�.3-'aa srr:'�==..::.. '..''".+c :.:z•z'':..'r:,��' :r�.�"�`�.. .. - -z-,mss••. ASM` 4.11111P F /IOGNE'9SFOEiBNRFNIN.b1 - 7,rw�FOFCoe S- cowww I. Q a 1A L81KNEOF ucomeft CBI./!aG raw. OFfM:EFIM� 3-?�r AppWelan is�m�d!>b�a ppb dD fie NaMc sRe MaRNMross as bdCeMid. i as�thet�aodcwS 6e peibMoad b nNet the stondNds d ar MNs aprei�aoeM�an is ili prtedcdoe. This t>�bamNes rWl and roil it wont is blot oaanaiab rdHn sDt QB) mnn�ar�=w&dciwar=*ft 1penftdwNam -fwmpsftdQ1vkWMWdW tWYVMCOW- a�er�NdcisaoeNwros� �'.�N.VfawwwF'} I_ :: __.-..�....,. .. :. .a..:..'s.:•^.. -...5'-':... .: 13 NW NO ATM �»u�rofEwnw= d a AL3B1M 1PAtM'm Ems SVSM p i 1 *� C1EiiiRAia t] ,ILS 0"M � MtNIR . 7713 El Rt n>F� o- • ML f'O Uni GF AIL tmO — luxe 27.FWAMAMi1A8i0Nl1f: 2L� tONp awel DwP+nG m ea pwtst INWIME+Nmwea nam _ OItODLNN�MC'. _ _2- - - - APPROAM ��mBascom �.S TOM Ago= 1" P K1�73b R S zv AFFHXNM QF tlNt S lIIIOt LS NUMBER MV =70 HUMIER COATI FORM KD=REVMM&P13rA 07 it erfifirat e of Mccupancu (situ of Atlantic lhac4 — Nloriba 43cpartmrnt of +Nuilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Single Family Residence Bldg. Permit No. 13784 Group w.frame Type Construction SLS_ Fire District Atlantic Beach Owner of Building Sam Jacobson Address 84 Nicole Lane Buil ' Address 84 Nicole Lane Locality Atlantic Beach, FL 32233 By: DON Q. FORD Building O icial I Date: I l ` 4 y -7- POST IN A CONSPICUOUS PLACE F u � t� M-f rata of 'rruvaucu Tito a Atlantic N ear# — Flnriba Bepartment of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code�certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Siri le FBIA�ly Residence Bldg.Permit No. 13784 Group W.Zfame Type Construction Sof_ Fire District Atlantic Beach Owner of Building Sam Jacobson Address 84 Nicole Lane Bull Address 84 Nicole Lane Locality Atlantic Beach, FL 32233 By: DON C. FORD �} Building icial Date: POST IN A CONSPICUOUS PLACE //CITY O//F Office of Building Official REQUEST FOR INSPECTION DateF__7_ __ _ _ __7� Permit No. Time A.M, Received _ P.M. a Job--Ild ress Locality Owner's tractor Con y yC? { CONCRETE ELECTRICAL PLUMBING MECHANICAL Framin Footing ❑ Rough Wiring G Rough -.' Air Cond. & Re Roofing - Slab F] Temp Pole C i Top Out Heating Insulation Lintel F, Final C, Sewer ❑ Fire Place D Pre Fab READY FOR INSPECTION A.M. Mon. Tues. /� Wed. �Thu�rs. Friday P.M. Inspection Made Ci J ' ("'P1Vr Inspector yn Final won�� < Certificate of OccalSan .} --7 �✓_�� �i�«!^.e'' sJ' Date CITY OF J /. 4&aa is Bei- �r ' Office of Buildi Official REQUEST F INSPECTION- `� Date Permit No. Time A.M. Received PM. Job dres8' cahty Owner's Name (DING CONCRETE ELECTRIPLUMBING ----MECHANICAL ra C7 Footing Rough Wiring E Rough ❑ Air Cond'. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION _ Mon. Tues. Wed. Thurs. Inspection Made A.M.— A Inspector, Final Inspection er i icate of Occupancy Date BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 10/17/97 Building Contractor: PBD, Inc. Building Permit Number: 13784 Address : 84 Nicole Lane Legal Description: Lot 3, Tiffany by the Sea Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Single Family Residence Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire n/a Public Works 10/17/97 .�+►(� 7r O Planning 10/17/97 Building 10/17/97 CITY OF l aic Vead - 56v-da 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department t DATE: fiU If&M �&-2 ±;-, /9 9- 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 13-7 8 Sincerely, Building Department DATE : /(- S- 7 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY si WEST DUVAL STREET JACKSONVILLE, FLORIDA THE FOLLOWING FINAL INSPECTION ( S) HAVc 3E—EN MALL Aiili E SATISFACTORY : -/—a 3 C_ 9-Y �y -------------------- ------------------- -------- ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ---------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION = FILE Mar-12-97 09: 35P Safa Mansouri 642-2631 P .05 GL. 14U .r 41 -JQJ I"Id ANO .UVJ h .V4 FLOODPLAIN DEVEIr{)EMENT INFORMATION IACation;: Type of Development: + ►'��t� ` � v�, Flood Zone: - r Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED,certifying that the LOWEST FLOOR ELEVATION is equal to of above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on& with the Building Department. GOMMEN'i's: Applicant Acknowledgment: I understand that the issuance of this pernut is contingent upon the above motion being correct and that the plans"supporting dam have been or shall be provided as required. I agree to comply with all applicable or a rdiamee No. 25.7.11 and all other laws or ordinances aftcting the proposed Date 3 Z Applicant's Signature Depladment Use: e� Required Lowest Floor Elevation . As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative b PS4844 Ito 84, r � G DEPARTMENT OF BUILDING i CITY OF ATLANTIC BEACH f PERMIT INFORMATION : - . LOCATION INpORMATION Permit Number: 15384 Address: 8 °NICCJLE LANE Permit Tppe:EI, CTRTCAL ATLAf4Tze BEACH FLORIDA 32233 `l ass of Work:ALTERATION ` - LEt iL> DESCRI TION i onstr. Type:WOOD FRAME Block: Lot: -Twp: _�.0 ` E ,Proposed Use:SINGLE FAMILY4 Subd: �a r Section: I?�+rellit : Budivtiori:TIFFAIT BY THE ;39A a Est . Value: 0 .00 ;Improv. Cost : 0.00 j Total F e 35.00 j Amount35.00 t Date : O97 filOf POOL T1ON -.. APPLICATION FEES Name:;£ yCK SLAUaWfik' P +1IT _.. Aodr ,.DRIVE UNIT' 804, 35. 00 0 ORI�DA 322 � e i Pr i F A ' �� �' Cl � R ,I°`{3RMAT ON Name: �H«�i� .1 �iT CTnJ �CALCO �CTt?BS A ri:..16 ... 3fi � I CLEC- T"' JACKSONtt FL 32225 c. R � 66 k Exp: xq p r NOTES; i fi NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION ff 1 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORD MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 'FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY TY 4Wt`NER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSIJ4ED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANDSUBJECT TO REVOCATION FOR VI ATION OF APPLICABLE PROVISIONS OF LAW. > .M 14, ATLANTIC BEACH BUILD INGr DEPARTMENT � 3ic�iiB9 4185 BY ' � ' ucY-- 13-97 08:28A Safa Mansouri 642-2631 P.02 1401 OnoOctober 13, 1997 Pat City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach,Florida 32233 RE: 84 Nicok Lunt Dear Pat: This is to request early power turn on at 84 Nicole Lane,Atlantic Beach. As the builder I acknowledge and take full responsibility for the early turn on. Since Sa a .Mansouri S pette"Bay Development • 11000 Beach Blvd. •Jacksonville,FL 32246• (904)642-2603 CR C0577019 CITY OF 4&421of&r1 - Office of Building Official REQUEST FOR INSPECTION A.M. Jived ,Jgtf.ddress iociiAv NG'' CONCRETE ELECi"RICALJ ~' PLUMBING MECHANICAL In ' Footing Ro ,—mg Rough Air Cond. 8 ioofing i Slab Temp Pole �, lop Out Heating anon Lintel !Final ,. Sewer Pira Placa - It "`���`1 3f'<'•,l ? Pre Fab _ .. AD'Y OR INS PEC"PION --- — Iv; Tues. Wed. Timrs. Friday �+ A.M- )ction Made � -- —_ ——.--_P,m. Final inspection Q Certificate of Occupancy � V V � Dale ------- — J f 7 t,� ----—� J0_`_ —�_ Permit No. - - ---- f ss --- !ob Addf._ss ocalit el F% �" Contractor I.DING CONCRETE ELEU RICAL PLUMBING PAECHANICAL !"Ig Footing Rough Wirinr Rough Air Cond. & ao Ming Slab Temp Pole Top Out Heating r, Lintel Final Sewer Fire Place 're Fab R_E ry SPECTION f� Tues Wed. rhurs- _PIM )ction Mar ---- _----__-- _ __. ".M. Fir it In peer on ti,e� u.' �f C rrtip[?ne�Y IN CITY OF Office of Building Official REQUEST FOR INSPECTIO ]ate_ _ - ______ Permit No. Fire A.V., 3oceived _ PM. Job Address �Locagty Dwner's ameContractor BUILDIN CONCRETE ELECTRICAL PL MBING MECHANICAL =raring F Footing Rough Wiring C; Rough 1 Air Cond. & ' �e Roofing O Slab ❑ Temp Pole Top Out i Heating 'nsulation ❑ Lintel F' Final Sewer ❑ Fire Place C7 Pre Fab READY FOR INSPECTION 'A. A.M. vlon. Tues. Wed. Thurs. Friday A.N:. nspection Made _-- F -__--_ P.M. Final rspector__ Certif cn tection1 Occupancy Date __ _----- „ Ci1 OF � 12 Office Of BUilding Official REQUEST FOR INSPECTIO Date Permit Na. Time -- A.M. __ --------- Received - -------- ---`P.M. jo Locality Owner's NameCo r1ractor _ BUILDING / 1 CONCRETE ELECTRICAL PLUMBING � :'-MECHANICAL. Framing 6; Footing Rough W;rina Rough Re Roofing Slag Tamp Pole Top Out Heating nsulation Lintel Finai Sewer Fire Place Pre Fab READY FOR !NSPECTION ---- Uon Tues Wed- Thurs. - -- /V 3 0 Fara) Inspection ��,.5-/ fr-�Mow C;I,tikcatc of Ctecupancy - 7 3 CI T Y 0 F t"a Offic,,-t of Building Officicj) R e c e i d Jo cl I r,,,ss L"Cality N,, EC SUILICI:Nq"' CONCRETE ELFCfHICAL P LIJ M 2 1 N G MECHANICAL Frame Footing ,.jh Winng R o i )II I r-and. Slab —,�—p Pole, Top Out Heating I -,;on Lintel Final Sewer Fire Place READY FOR INSPECTI� /—�re Fab ed.Mon. -`3 C) T-,,, Inspection ma(lp f=ind Inspection of Occupancy P1L.ANTic o�c � Ilk �4 ORIOP NOTICE 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 -44 $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. B` �� t N rV. / l eA �...v u,.c� Jwr 3..1n sT✓ � .. 2v. Date _- _(J �V --__ _ ___ Perrnit No. IIne A,M, 'Ieceivec+ - _y t j, f i l / Joon as .esu-,,� t-ycahy - - - Owner's / ✓ Name CrnL,acicr UILDING CONCPP—ETL ELECTRICAL i`!_jIMBtMG tf'ECHANICAL r rg FootingRou.,h Wring Rough Air Cond. & Re Roofing Slab Temp Pols lop Out heating Insulation Lintel Fina! Sewer Fire Place r' Pru Fab READY FOR INSPEC"HON! Mon. Tues \nled - Thugs Friday-- F'. Inspectionmad< in nrnciion Of Of p.:ncj r i,n�ty 7 7,9 I Iv ( t, Eractrl S11lLD°1NG CUrs,CP,vT �I iCI ?3C iL pojivi-,iNG MECHANICAL 7,'2s- tn- .�.h utinw tl,,; ql 6'Iinnc F'.�gh i Air^nnd. R _ !rl Slut ,m Pnle to Gnat Heating Insutatior= Lint<af ring! Sewer Piro Place , Pre Fab READY I-or, !mspECrtotu Ate, Mon. Ttie Veu 1`tjl� FridayP.M in peel c, +acie n I o;tion TRANSMITTAL DOCUMENT FOR JEA DATE: 7- 3- ,5 7 The following permits have passed "rough" inspection: Permit No. Address sex o=x*bk e* gixmxo2 ad3Jasx3peu naafi. Please update your records accordingly. nk y�/ � BUILDING CLERK CITY OF ATLANTIC BEACH /vcb kir r PSA 38#4 -DEPARTMENT OF"SUiLOING CITY OF ATLANTIC BEACH I t "RXI 314PORMATION .�� _., �_ _..-w-..- LOCATION INFO104ATION . __---- 1e' t 14079 Address: 4 PiICOLE LANE - ermit MECHANICAL ATL4tT1C L BEACHr P'L4JRIA 3223 Cl"k off' Word :NZW L QA _'L DESCRIPTION IPTION -. Cbnttr TYpe'*-WOOD FRAME H1 ock: Lot :3 Twp: 0 Pt~oFca d UEe.SINGLZ FAMILY Secti +n 4 subd Rng 0 Hwel l ingii t 1 Subdi.vi.si6n TIFFANY By THE S$A JEst . Value: ? ,00 I prov. Cap t: 0.,00 Total F 69.00oun � j, Y *� fid;Y R qy I 9 g' r. . IOI - t- - ApPLICAT2Ol 'P'ERS NES CP< ,SLAUGIiTER PERMIT 6900 gV 80 . OR'ICA 3221 , oo w� IMP .e *_ A ORNATION, i 14aiite 4 ic rR �Y . r: A' , �. �.. .. .... . _. � ` `.. a .... 4A wKS0fi r T ! ! F ~ + ' NOto: z, NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE I.NSPECTSp BEFORE P�OURimp PERMIT VOID SIX MONTHS AFTER©ATE 4"F#SSUE, 8U LDkNG MATERIAL,RUBE#SH ANEW DEBRIS FROM THIS WORK MUST NOT'SE, 'LACED IN PU6LIC SPACE,AND MUST BE CL ARED UP AND"HAULED AWAY,SY EItk CONTRACTOR OR OWNER OILURE Tit COMPLY WITH THE MECHANIC' LIEP� U4W CAS `�E ULT IN � TIE PAOPPITY OWNS PAYING TWICE mA 13UtLE�� 1 �NtPi� tV' NTS." !S t} ACCORDING TO,APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUSJEGT TO REVQCATION FOR TION OF'APPI I�CASLE PA, 001t)NS OF LAW. TL T1 BEACH t3l#ILpttV L?EARTMENTI � i?t O r w. i' BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: < \_ OF Intersecting Streets: Between And BUILDING / Sub-division '� (I. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attachLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of MechanicalContractors Contractor (Print) lC �l �L/y Master Name of Property Owner /9c 4/ �— '0 J Signature of Owner Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A, Type of heating fuel: B, —// IS OTHER CONSTRUCTION BEING DONE ON {�' Electric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NVMBER OFOJISTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of ttontrel rm) 17 Residential or ❑ Commercial ❑- Heat [:I Space [I Recess ed O Floor YYY—!l1111/New Building ❑ Air Conditioning: ❑ Room ❑ Centre) J _ ❑ Existing Building ❑ Duct System: Material r<<'� Thicine / 7 ❑ Replacement of existing system Maximum capacity t ��w c.f.m, ❑ New installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower: Capacity g,p,m, El Other — Specify ❑ Fire sprinklers: Number of heeds ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Received) ❑ Tank. (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel ❑ toilers Permit Approved by Dam ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer (TonsC&PadtY Apprrvy ) cY �5 HEATING • FURNACES, BOILERS, FIREPLACES Number Unita Description Yodel Number ManufacturerCap(BTU)Jy AA� TANKS How Many NombW Capacity Type Liquid Name of Serial Approving and Contained Manufacturer No. Agency 'Ibis Instrument Prepared By: For Clerk's Use Only Name Address Rr..lok 861.3 P" 1.783 Permit No. Tax Folio No. NOTICE OF COMMENCEMENT STATE OF COUNTY OF DtIlla- THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Recommencement. 1. Description of property:`(al description of property, and street address if available) �LeD G7 jr p 2. General description of improvement: law 3. Owner information a. Name and address: 9--�/ 1Ke le— f � S2-7-0 b. Interest in property: a c. Name and address of fee simple titleholder (if other than owner): m J- 4. Contractor: (name and address) 7 t k.: 9613 17 3 Doc## 97098737 Filed & Recorded m 5. Surety 05/08/97 'n 08:30:23 A•M•�`�- a. Name and address: J HENRY W. COOK CLERK CIRCUIT COURT b. Amount of bond $ DUVAL COUNTY, F'L REC. $ 6.00 6. Lender: (name and address) 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address) 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Sworn to and subscribed before me this day of ry) f}, , 19 91. (Signature of Ehoar) c t ti, Cy c--! Owner's Name c.f;�r - j674-6" (Signature of Notary Public) Owner's Address ,;V ;I/, 1-� k 6J Notary's Name r-\D(o., ♦�j"'' �S• Linda L Skeeles Notary's Commission Expires: * My CommissionCC636134 , s Apel 07,2001 ?s s1W ALL INf:ORMATION MUST BE TIfI�ED OR PRINTED LEGIBLY TO COMPLY Will I RECORDING REQUIREMENTS. ,t 142 15 r. DEPARTMENT Of BUMMUS CITY OF ATLANTIC SEACH i ;x Al is 1 iA 'IOI�I ..-- ,�_ LOCATION INFORMATION: . � .,--- ! �. . _ rll apt.: Number 14265 Address: . "NICOLZ LANE ermi t 'Type:MZr., 'ATLANTIC, 233 z + �i e I : i� . ---��--� - LEGAL"-DUCRI�"TIt3N ;QIlt3 +ed Use.S1N�3L8 F�I.LY S�set ion� I?. �u�d: 8n4: 0 , w l li Subdivisibn." IFFANY BY THE SEA est . Value: 0.00 �. pr ov, CoA t ; llot diXXnt 2 5, APPLICATION 'FEESON �.. �ew O) SLAV{ I TER` PbWI 25.00 4 V UNIT, Sod Myk (11 ,w 'e`^%, t C O�T1O r A r ...,.,� 2 ,C> £ t BBAOf, #L"',3' 2250 NQEE& .t Ap NOTICE'S,.ALL C0k6I 9TE'F0ftMS AND FOOTI"S MUST 8E IWSPECyEQ BLfOR1�110 U�tt�i, j P RMIT V06-SIX MONTHS AFTERDATF-O ISSUE WILDII G,MATERIAL,RUDS.SH ANl3 00RIS FROM THIS WORK MUST NOT BE PLACED IN PUSLIC SPAOE,AND'MUSt BE ;tlREt3UP ANI3,-,HAULE0, AWAYBY,EIT. ER CONTRACTOR OR OWNER ' irL Y' 1 'IL.U�t� ` ' Cr IMPLY- WITH THE MECHANICS" LIEN !A >�al� Re-SUL,T Ilxt „ j � RR P�1YIfi�IC TWICE Fag O 3�I TI t ` J, I�tJE© ACCO II {i Tp.API,A'OVE© Pty NS.of,1 1 H ARE PART OF TEAS.PERMIT ANI? StJBJECt TQ GA'TO I.A tON CP At 1;1CABi.E .ROtJISf©tJI t I`l blWl. f Y ATS ' TiIENT "ION 3 1 _ _w BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: �ry OF Intersecting Streets: Between ��/�l�NU/� e And 06 1 A) V BUILDING Sub-division 11. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in Ike abcve statement we hereby agree to perform said work in accordance ", with the attacfLed plans and specifications which are a part hereof and in accordance w:ih the Gty of Jacksonville ordinances end standards of good practice listed therein. Name of Mechanical Contractors Contractor IPrint) �� /�Ey��' , Master Name of Property Owner Signature of Owner Signature of or Aufhorixed Agent 1} u Architect or Engineer III. 6ENSLA.. I RMATION A. Type of heating fuel: IS OTHER CONSTRUCTION BEING DONE ON ❑ Electric THIS BUILDING OR SITE ❑ Gas.—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) L//Residential or ❑ Commercial ❑ Heat ❑ Space ❑ Recessed O Central O Roo► CK"New Building ❑ Air Conditioning: ❑ Room ❑ Central ❑ Existing Building ❑ Duct System: Material Thickness ❑ Replacement of existing system Maximum capacity c{m tiG New installation(No system previously installed) ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity g•p•m• ❑ Fire sprinklers: Number of heads- [3 Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (R.eelved) Tank: "-W" (number) Remarks ( LPG confainers_4 (number) ❑ Unfired pressure vessel Permit Approved by Dote ❑ Boilers , e'Otfser -- Specify '/Vk< Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity A roving Number Units Description Model Number manufacturer (Tont) cy BEATING • FURNACES, BOILERS, FIREPLACES Capacity Approvhis Number Unita Description Model Number Manufacturer (HTU) As"Icy low TANKS How Many Norcinal Capacity Type IAquid Name of Seriad Aproving and Dtme>nsions Contained Manufacturer No. ncy CITY OF ATLANTIC BEACH, FLORIDA vr\i � Approwd by APPLICATION FOR iLECTRICAL PERMIT , �..�.� TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_.... IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVENFO DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE i HEREBY AGREE TO PERFORM SAID WORK INA RDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCOR A WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. I UCTRICAL FIRk MAST A/ E NAME 2n�.Snn/ -5� ,1 ADDlIE88t 8____�_... .4- Q le-- RFO BOX.,, ..,,.. BLDG.SIZE 00TWl6N: RES. (✓1' APT. ( I COMM, ( ? PUBLIC l 1 INDUS. ( 1 NEW Ivy - OLO( ) REW. ! ? ADDITION ( 1 TRAILER ( 1 TEMP.! t SIGNS ( ! $0. FT. SERVICE; NEW( 4' INCREASE ( I REPAIR ( t FEE 29NDUCTOR SIZE Lj O AMPS COEM I ALUM 1 WITCH OR dQ ,,,,,�,,, ,BR16XEFI � P � W � LTOJOIRI&CAWAY EXIST.SERV,SIZE AMPS PH W VOLT RACEWAY- _ FEEDERS NO. SIZE NO. SIZE NO. SItE LIGHTING OUTLETS CONCEALED OPEN _ate. TOTAL RECEPTACLES CONCEALED. I OPEN _ ITOTAL -„ *40 AMPS 41.100 AMPS.- SWITCHES INCANDESCENT ____...- _. ..........___. ...._ FLUORESCENT a M. V. rlxto 0,100 AMPS. I ov"-N—1 APPLIANCES ^�__'• BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING cAMP.MOTOR_ OTHER MOTORS AMPS CEIL HEAT. KW-NEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO, 1II,P. VOLTAGEPHS MISCELLA TRANSFORMERS: UNDER 600 V. OVER 000 V. NO- KVA 111NO. # lKVA NO.NEON TRANSF. N0. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN " FORWARDED TOTAL FEES �,,,� DEPARTMENT OF BU 11LDING i CITY OF ATLANTIC BEACH .. 'I,OCATIf)Z� 2NP`O�T �JN .._� PRRNT" � O�iATCN ,- �� -_ --- i k ern rm i r s } `� �y y7 S4 � A+��lr ��s:.'�{ #��41.�y�CC���"�1UN �y�{ ,7.,0. ,. „'i BVltaitA � A. L � i!#:'7J "r p Wor Typ�a.WOOD, MAKE xc aq e.d s ..SINC3G I TL 5e t�jpn; Subd: Irl I ei`] xa �l�s. Subdivi.�i n IF' A Y U3'1 0 00 a a 452 .-00 'c► 1r .'82 1065+4.82 i TON � APL CATION FE � .. ., . e � X, .$LAUGHTER PZRXIT .WATE 114-JP Et OR RAD OAS�14, RADON CAV. Cal t El x, > ` LDx « N 'CO SEWER "AP00" °< AfiLAI! T d=z 00 CN° PLORA ,3223 " CROSSCONN CTION 35. l SSC PACT -P�' 4 44 x ; F ' { ik N 1t (' NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST 8 lNSpECTEd,6EFORE POURING 'PERMIT VOID SIX MONTHS AFTER DATE OF"ISSUE I IILE?IhIC,MATE IAL,RkjBSISH�Af{C1 DEBRIS,FROM THIS WORK�MUST NOT BE 'LACED IN PUBLIC SPACE.AND MUST BE . " riARED'UP#�-HAULED A 'Y'BY E�ITHEF{CONTRACTOR OR OWNER xr I I �AII�UI�I�=.TC?.CC��P�.Y 1NITH THE MECHANICS' LIEN LAW CAN I�VSULT IIS HE, PROPER " ' + PAYING TWICE FOR SUIL.�IiM�t ` , Stl1=© ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT RNID WBJEC r TCS REVS A'1I, F� taUa � F ATFwt C?F IPPLIC, L `PRCfYISIZ?NS OF AW. Viol 1y c ` LA[dTIC$EACI-�"BU!t, 1,4�.-L)" -1#RTMENT Y. �- DEPARTMENT PF$UtM C4TY OF ATLANTIC BEACH LOCATION IAtFPERWT '�R�lATT�►I� AdT N sreA lco 1 r INQ !7 ' � ' ` x _.voll ito ss of Work NEW s t r> Typtab ` a � ` 1IL sectior0 Iw��I ncuk?cti�ri n � ZY THE, SQA rdv, Co Total, IF cun t wo LIN jj APPLICATION E`ER Ir ON JAC 'SLAUORTER PERMIT 3C� . "A i R'IVEUNIT SQ4 ORT DA ' 3 22,1 c e r C- vi w A � r S y 1 ' 2J ? x Al N Eft k NOTICE--ALL COMCPIETE Fq"M$AND FOOTINGS MUST 8E 1NSPECTttp 81F0RE POU#tI, 3 PERMIT VOID SIX MONTHS AFTER OATS OF'Sr 'UE, f . Utt.[31NG MATERIAL,RU88tS,1 AI`I dF-BRIS FROM THIS WORK MUSTNOT BE PLACED IN PUBLIC SPACE,AND MUST BE $Lt~ARE0 UP AFVD'HAULED'AWAY.SY EITHER CONTRACTOR OR OWNER I' ►ILI,lA TQ 00 4K, WITH. THE MECHA(�IICS' L i LAV�I 4 RESULT IN C � F. P €3P1 ' � IV� PAYING TWICE 1=GR BUIa.. �ltPRc � lyTs. ,ACCQf $)I�I+1Ci� 7O;APf�iQ f'tA#VS WHICH ARE PART OF THIS-PERMI ' iNC3 » �II#fCT Tt fF '�I �AT't�N OF APPLICA 3LE P dIVIStONS OF LAW. LAfUTIC BEAC4IUlt �t+t DEi "IM4EN7 8 • CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT Job Address JylCOl zaC,, Lot # Block # Subdivision' Owner lig? Address �� Gv �Q,�� Q X - Zz3� Contractor �!� ( �,�L 3 — '-V Address 3-7e) dJ iv- �� I I Z�ZI License Number l',t/G :15,4q/7 Valuation $!���.�� Gallons 4DzrZ-) SITE PLAN front v E°cN � �• p'�PPR pc�N 8�P1GE (D ay. rear %r Signature Owne Dates Signature Contr ctor Date -<--!r- 77 RECEIVE® ,n,y 5 1997 City of Atlantic Beach Building and Zoning . �n,a AIS �E L/r ivooIr iij, '� e0'YI• — �} �^ I .I $hollow Elly '1• 1 NTS I 3ie"Rods ' 12 o.c. EA. WAY Morita ' Lining POOL WALLS HAVE BEEN DESIGNED BY A REGISTERED ARCHITECT AN010R MAIN DRAIN ENGINEER HYDROSTATIC VAIN[ , JIN Deep End N TS• • •• TN 3/8"Rode .MAIN DRAIN In the event it is necessary to drain POOL ' owner will provide tloxibb hose to poorest I POsltiro out•lall. I r-,v Swimming Pool .. ... ... r.LT e4 - - .. Built Sof _. 'Building ana LUt „5 .O� S+ p/s4,40 A 6' �,F� MAP 5HOWIN6 BOUNDARY 5UR\/EY OF j LEGAL DE50RIPTION (A5 FURN15HED): i LOT 3, TIFFANY BY THE 5EA L5"56 L6 A5 PER PLAT RECORDED IN PLAT BOOK 46, PAGE5 94 AND, •AIL CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. N I COLE LANA _ - 55,1 SURVEYORS NOTES: N 69'4670'E �P.T. 1)THE DESCRIPTION AS 5HOMN HEREON HAS 5UPPLIED BY CLIENT. 126x,• Pc. c i° 2)UNDER6ROUND PORTION OF FOUNDATION/FOOTER NOT LOCATED. (40'mew OF HAY.'PPoVATS STRWT') PARC$•s•-UnLIrr EA--&'ENT I&•oe'wT5' _ 3)ALL BUILDIN6 TIES ARE PERPENDICULAR TO THE PROPERTY LINES,UNLESS INDICATED OTHERWISE. R:2ao.00• 4)THE DIMEN510NS OF THE BUILDING 5HOM HEREON DO NOT REFLECT EAVE OVERHANG,IF ANY. T•1435' �� 5)THE FIELD HORK OF THIS SURVEY WAS COMPLETED ON 02-26-Igg7. L•2gD2 6)UNLESS OTHERHI5E NOTED,RECORD AND MEASURED DIMENSIONS A6REE. Po.V2'IP. G s pO2' LB•3646 N 9 eq*4612ON E `Foo 21 I . ca.N 65'96'43'E 1)THE UNTO OR W SURVEYOR HAS NOT BEEN PROVIDED A CPO55IET TITLE OPINION OF MATTERS FFREC RD THE PL. r TITLE TO OR BOUNDARY OF 7N'E SUBJECT PROPERTY. IT IS PO�hIBLE THAT THERE ARE DEEDS OF RECORD, 50.00, CABL N LASER aox UNRECORDED DEEDS,EASEMENTS OR OTHER IN5TRUFIENTS MNICH COULD AFFECT THE SOVNDARIES. j 8)OWNERSHIP OF FENCES,IF ANY,UNDETERMINED,FENCE TIES ARE TO THE FACE OF THE FENCING. q)THIS15 A SURFACE LOCATION SURVEY ONLY;IR3�6ROUID UTILITIES,IF ANY,NOT DETERMINED. '* 10)TH15 IS A COPYRIGHTED DOGUNENT;NO PORTION OF IT MAY BE REPRODUCED,WHUfOLLY OR IN PART,HITHO _r �\ THE EXPRESSED WRITTEN PERMISSION OF HOLLAND 4 BASSETT SURVEYORS,INC. _ �yy II)THE STREET ADDRESS,IF SHOMf,15 AS FIELD P05TED ON DATE OF SURVEY. L -1 ErE.E 1 1► (2)THIS SURVEY MAP DOES NOT REFLECT OR DETERMINE 044ERSHIP. q.a 50 13)THE SUBJECT PROPERTY 15 LOCATED IN FLOOD ZONE 'X' COMMUNITY RA-8ER 120075 , PANEL NO. 00010 DATED 04-f7-lWq BY GRAPHIC SCALE 14)THIS SURVEY 15 NOT VALID HITHOUT THE 516NATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LOT 3 15)BEARING STRLGTURE NOTED HEREON 15 REFERENCED TO 11$PLAT BOOK 46,PAGE5 44 4 q4A Z 16)THE RELATIVE LINEAR DISTANCE ACCURACY FOR THIS SURVEY EXCEEDS 1:10.000. 17)ALL MEASUREMENTS ARE IN U5.STANDARD FEET AMID HERE MADE WITH A TFEODOL.ITE AND ELEGTRONiG PROPOSEDDISTANCE HEASURING DEVICE AND/0R STEEL TAPE. 0 g BUILDING O LOT 4 LOT 2 O ENVELOPE O LEGEND: IR.-DENOTES IRON ROD I.P.-DENOTES IRON PIPE - DENOTES CONCRETE M P6.-DENOTES PA&E(5) —DENOTES CHAIN LINK OR H06-KRE FENCIN6 RM-DENOTES R16HT-OF-WAY ——DENOTES HOOD PRIVACY FENCING o RIR-DENOTES RAILROAD ®DENOTES ROOF OV-RKANN5 N G/L-DENOTES CENTERLINE Q\ DENOTES VERTICAL ELEVATION NATIONAL 6EODETIC RECEIVED P.C.-DENOTES POINT-0E-CAWATURE `VERTICAL DATUM UNLESS OTHERWt5E NOTED) P.T. -DENOTES POINT-OF-TANGENCY (T -DENOTES RADIAL LINE qa Sn• =+ PRL.-DENOTES POINT OF REVERSE CURVE P.OB.-DENOTES POINT OF BEGINNING 'j,Zj PLC'-DENOTES POINT OF COMPO)IND CURVE PAL.-DENOTES POINT OF COMMENCEMENT Z e 1997 L.H (P)-DENOTES PLAT ANGI.E/BEARRNS AND DISTANCE ¢ O/E- DENOTES OVERHEAD ELECTRIC LINE(5) (D)-DENOTES DEED AN&LE/BEARINIS AND DISTANCE uOIT-DENOTES OVERHEAD TELEPHONELIWS) (MJ-DENOTES HE SURE)AN6L.E/3EARIN6 AND DI5TANGE City of Atlantic Beach y B.R.L.-DENOTES BUILDING RESTRICTION LINE PJ.-DENOTES POINT OF INTERSECTION afld Zonlns PF-M.-DENOTES PERMANENT REFERENCE MO UMENT RP.-DENOTES RADIUS POINT S B-1°46'20" Wy Building P.G.P.-DENOTES PERMANENT CONTROL POINT .EAE.-DENOTES JACKSONVII LS ELECTRIC AUTHORITY EASEMENT O.RV.-DENOTES OFFICIAL RECORDS VOLUME .EAEE.-DENOTES JACKSONVILLE ELECTRIC AUTHORITY EQUIPMENT rv.1!3.1➢. 50.00' p. e'3612' DB.-DEMOTES DEED BOOK EASEMENT LS•9612 2-26-Igg7 REVISE TO ADD BUILDING ENVELOPE I I o.RZV.3459,PAGE 1066 - PREPARED FOR: HOLLAND BASSETT ANSgACIER 11 SCHPEIDER PA FILE 17-0250 OLD REPUBLIC NATIONAL TITLE INSURANCE CO. G R A P H I C S C A L E H$O FIRST FEDERAL SAVINGS iir—om S U R V E Y D R S, INC. 5AKEL JAGOBSON 0 5 10 20 40 60 80 JACK WORK ORDER No.: 142.97 ROBERT E.HOLLAND PROJECT NUMBER: 12797 7601 ALTON AVENUE TEL(404)605-9696 FL RE615TRATION NO.4242 ©COPYRI6HT 1997: HOLLAND AND BASSETT SURVEYORS,INC. ,yrKsoNVll I F,FLowDA 52211 FAx(g04)&05-9697 CHARLES R.BASSETT, A SHEET I OF I SHEET FLORIDA CERTIFICATE OF A I-IORIZATION NO.L15 6-155 FL REC715TRATION N0,4591 DRAWING NO.I2797.DW6 PARTY CHIEF: TJO COMPUTED BY: ORB GADD TECH:FT DG FILE NO: 1279'10 F.B.: N/A P.6.: NIA ` // // CITY OF &;&U..AA__ Office of Building Official REQUEST FOR INSPECTION hJ Date-----5.—— Permit No. r Time s! �/� A.M. Received 7 T f Job Address Locality Owner's / � / Name . �^ �`~'a"'"^" Contractor —�.'�—c� _ � BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL Framing -, Footing Rough Wiring Rough C Air Cond. & ❑ Re Roofing ❑ Slab j&2f' Temp Pole [1 Top Out I] Heating Insulation C� Lintel Final F, Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION Mon, Tues. Wed. Thurs. ( Frida�_ P.M. � .� A.M. Inspection Made _ __— P.M. Final Inspection Certificate of Occupancy Date --- -_�_ CITY OF l &4A4& J3 c e=A-lk Office of Building Official REQUEST FOR INSPECTION r /J Date /,23 —97 Permit No. Time A.M. Received P.M. Job Address y� Locality Owner's -�����/ Contractor Name BUILDING 6-1�RETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ #; Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION ^ Mon. Tu Wed. Thurs. Friday 7 A.M. Inspection Made —RM. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date_.`_� �__ —__-� — Permit No, Time A.M. Received _ P.M. qo Address Locality Owner's rGF .. Name — Contractor' -- BUILDINAy CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing V Footing Rough Wiring RoughAir Cond. E Re Roofing Slab Temp Pole Top Out >�-Ie Heating Insulation E- Lintel Final Sewer C Fire Place r � Pre Fab RE SPECTION �\ A.M, Mon. Tues ��o Friday�Ly, //rA.M. insreciior. Made L�- _-- P-hf. Final Inspection Certificate of Occupancy L�, �t LANljC' F�OR1aQ' OF ADDITIONS or CORRECTIONS ,, DO NOT REMOVE JOB ADDRESS DATE lj-b THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been If made, call 247-5826, Building Depart- PLUJ 8i a /J L� ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG w ` LAN F�ORIOP OF ADDITIONS or • - - • D• NOT REMOVE JOB ADDRESS DATE 64 &t"- �L' i��,/q7 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMB VG made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEG are in the office from 8:00 a.m. to 5:00 BLDGp.m. Monday through Friday. � OEpARTM9NT OF CITY OF ATLANTIC$EACH jt ' qgmN _ Z i£ Y's PERMITON TI 1 N ' 8t 09 � LOCATION ': T lip ON rm + tt+ Tyve LCL � � ' � BIoc' ,-- Lc. t. TyVe09, Se , dr ra 1 W-01 a . m rr« crt.Est .D0 k k gat All 50. 3 160.5, . Ap VL� TION FEES . : 60. 50 � C SLA ' EF pERMIT ' slips . v`i.a°�',�"�'� `".hurt 4 v 4r L V �� ��. z , r �E. BOULEVARD ITN PL X2216 4 .L 1 NOTES: to k PQ 4 tY t� SF ! C` RS NOTICE ALL Ct�►NCFIETE FORMS AND FOOTINGS BE#1�tIP131I 81EQURINCs � PERMIT VOID SIX MONTHS AFTER DATE OF,IS$UE "fSl?kLDI MATERIAL.RUBBISH AND O£BRIS FROM THIS WORK MUST 01'BE F1A0�1�IN PUBLIC SPACE,AND MUST BE z`CLEiRRED iUP ANLJ HAULED AWAY`BY',�ITHER CONTRACTOR OR pWNER- ? � # fAlLl� f�'TC epIIP .Y WITH THE (MECHANICS' Li�N L,AW 1 R #�t��' w ' 'FI .PR EfkT +t WNE;R PAYING TNVICE FSR SUhL� 1 'i MP1 1�lEIVIENI`S. ii I', U ;a lrt piNG T4 APRRdVEb.PIANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO3 REVOCATld £ � TI N ? ,AI?P,LICABLE F�RC3 II 'IONS OF LAW. Ziff now- CHECKS ATLANTIC BE �SUII D NG DEPARTMENT t CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:_--- OWNER OF. PROPERTY BUILDING CONTRACTOR:______________________________ -------------- LARRY TEAGUE & SONS _ PLUMBING CONTRACTOR __-_____.._____________ ____ AND ADDRESS: ,���-t� ----------- TELEPHONE ---- -___TELEPHONE NUMBER: E STATE LICENSE NO: CFC05 -__ 6 ---------- ^_^__- TYPE OF BUILDING: ---�-Ly V4- - - / SINKS --------/ SHOWERS LAVA'T'ORY � WATER HEATERS __BATH TUBS DISHWASHERS " URINALS DISPOSALS 2--CLOSETS ___WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE FIXTURE ` ")UNT:__________ x 93. 50 + $15. 00 = 9____-_ ----------------------------------------- ----------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 ELEVATION CERTIFICATE O.M.B. No. 3067-0077 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement.This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances,to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR).You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOFf INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER �4/!51_ 11AGt�B50r�1 �i �1i4G✓� S�.cF4Gi/fT.�i� STREET ADDRESS(including Apt.,Unit,Suite and/or Bldg.Number)OR P.O.ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION(Lot and Block Numbers,etc.) CITY STATE ZIP CODE . :i�_ 2zgz&o SECTION B FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Provide the following from the proper FIRM (See Instructions): 1.COMMUNITY NUMBER 2.PANEL NUMBER 3.SUFFIX 4.DATE OF FIRM INDEX 5.FIRM ZONE 6.BASE FLOOD ELEVATION IfC.:20 (in AO Zones,use depth) 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations(BFE):XNGVD'29 ❑Other(describe on back) 8. For Zones A or V,where no BFE is provided on the FIRM,and the community has established a BFE for this building site,indicate the community's BFE: ❑.❑feet NGVD (or other FIRM datum-see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level_._L_ . 2(a). FIRM Zones Al-A30,AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of❑ -❑❑L❑feet NGVD (or other FIRM datum-see Section B, Item 7). (b). FIRM Zones V1-V30,VE, and V(with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I I I I I I.❑feet NGVD (or other FIRM datum-see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is ❑❑.❑feet above❑ or below❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is ❑❑.❑feet above❑ or below❑ (check one)the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor(reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations:X NGVD'29 ❑ Other(describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes %No (See Instructions on Page 4) 5.The reference level elevation is based on: Y<actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post-construction Elevation Certificate will be required once construction is complete.) 6.The elevation of the lowest grade immediately adjacent to the building is: feet NGVD (or other FIRM datum-see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the"lowest floor"as defined in the community's floodplain management ordinance,the elevation of the building's"lowest floor"as defined by the ordinance is: I❑—�.❑ feet NGVD (or other FIRM datum-see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31,MAR 97 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE,AH, A(with BFE),V1—V30,VE, and V(with BFE)is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A(without a FEMA or community issued BFE), a building official, a property owner,or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use,wall openings, or unfinished area Feature(s),then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. 1 certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER(or Affix Seal) TITLE COMPANY NAME 2�2df G S�/ ivE�O X12JGL,.4N) 5A✓S�7 ADDRESS CITY STATE ZIP SIGNATURE Oaf DATE D PHONE 5'Q� Copies should be made of this Certificate for: 1)community official,2) insurance agent/company, and 3) building owner. COMMENTS: CYiSI/SL/ �L-��'' EGELI¢7/D.�/ /s75��� OCT 2 3 1997 CitY of Aflantee Beach Building and Zoning _ ON WITH ON PILES, SLAB BASEMENT PIERS,OR COLUMNS A V A A v ZONES ZONES ZONES ZONES ZONES REFERENCE LEVEL REFERENCE REFERENCE BASE LEVEL LEVEL FLOOD ELEVATION i BASE BASEADJACENT REFERENCE FLOOD FLOOD ELEVATION GRADE LEVEL ELEVATION REFERENCE ADJACENT LEVEL GRADE '.5 ADJACENT::. :."'�•. :..:.:::::;';::.'.'.:::;:::.r,,�I:.... GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 CITY OF ATLANTIC BEACH N2 21512 FLORIDA NAME ADDRESS— © CITY 13 o Datc,. 5I0'l,`97 of k4C ipt When Signed, Dated and Numbered, This Becomes an �� pt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 1/ N tco Date Heated Square Footage 2- FIV @ $ per sq ft = $ G Garage/Shed q 3z @ $ / 00 per sq it Carport orch'' Q_@ $ 0 per sq ft = $ 2, Za Deck @ $ Lf 00 per sq ft = $ 9 Patio @ $ 0 per sq ft = S 0 TOTAL VALUATION : $ O qS-2 - O r/l0 0 00 0.b o Total Valuation 1st $ /0 () 00 a Remaining Value per thousand o'� portion thereof TOTAL BUILDING FEE S 0 0 + 1/2 Filing Fee $ 3 q Z ,J-0 (1 ) Fireplaces @ $15 . 00 BUILDING PERMIT FEES- 3. U WATER IMPACT FEE $ SEWER IMPACT FEE WATER METER/TAP Q p CAPITAL IMPROVEMENT $ 2x- 00 SEWER TAP $ -- r- Vq3LL RADON (HRS ) . 0050 S- SECTION H PAVING ( O HYDRAULIC SHARES `- CROSS CONNECTION $ SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : 642-2631 P.04 Mar-12-97 09: 35P 5a-Fa Ma nsOu i Jo�� 1,iat- J 1 1�r i LJ NO .UU5 V .U- t.♦ 1 1 .1IIILL-IIU RECEIVED . CITY OF MAR 2 8 1997 A1,a4ft Ve4d - 74wzW4 City of Atlantic Beach **S0 4OLtWAD Building and Zoning ,cn,,"Cszmx,nomm=L.pa PROPERTY DESCRIPTION TFIJYN EoftWAN , FAX Lot #..L' Al ock Section Subdivision: T �u �7 , k �;,� Street Name DISCRIPT Ipx OF WORK or Address : If in a FLOOD HAZARD Flood Zon+e:1.,,,area complete page 3. Brief Dessr ptit�n_ Class of Work: (Nest/ �� Remodel/Additions ZON*G INFORMATION Type of Construction:�� Zoning Proposed sp District :T� Use: J � �j,( y Lstimated Value $ Z2(::)4.Q00 . I Exceptions or Variances Materials- Qbj Granted:_ __. solid or Filled ' Ground:� „_,1tooE: V i Method of Heating: OWNER INFORMATION Property owrsrtr:, tN1AU; SC1� jA SLG,qT_ phone: �.. . Mailing A4L)i L, Kt5I / Address Zip: CONTRACTOR INFORMATION Contractor: ��/ �, r/uC Phone:gD �0 2 - 2690 ...i.N �i�i��111AA�i .IV�YY��• Moi I ina Address. �v � L t_.tm:- —Zip:- License xip:-License Number. VVS-701 Expiration ration xti -- 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNr-W THE SAME TO BE TRUE AND CORRECT. XLL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PEP34IT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FLDERAL, STATE OR LOCAL RULES . REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING Cr CONSTRUCTION OR THE PERFOXHANCE OF CONSTRUCTION OF THE PROPERTY, I UNDERSTAND THXT Tffj 1119ANG1 IIF-_TNiIJUNIT A QUIL11W AUS-PUL 3XV40 HAVE BEEN OR SHALL SE PROVIDED AS REQUIRED. Owner signature Dates Contractor Signatute Date-�� — CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 2 BATHROOM GROUP CONSISTING OF SERVICE ,SINK TRAP STAND RATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (b) J 2 WATER CLOSET WATER CLOSET, TANK OPERATED (4)L/ 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) Z-- -3 —LAVATORY (1) 3 _COMBINATION SINK AND TRAY (3) _S' __WASHING MACHINE (3) .3 POT, SCULLERY SINK (4) DISHWASHER (2) Z WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) ^j_KITC= SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) _ _„BIDET (�) URINAL STALL, WASHOUT (4) FLLISHINC RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET A FOUNTAIN (1/2) rV BLOWOUT (2) LAVATORY, BARBER/BEAUTY 1 ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) --L—JACUZZI (2) URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS 3 @ $20.00 EACH G Q Q D JOB INFORMATION D Lt__ /� 03/28/97 12:16 0296 2842 ANS & SCH X1002 til,n�wct�wn,�vrr�v�t�aruio�ugNto: TM x Swan.AVOWerATLAW IM x 1, Avma gk: 9563 Pima.AWW mrr Doc0 97048664 Filed It Recorded 03/07/97 NENRY. _ O tUCOK 11 . NORICE OF COMMEND CLERK CIRCUIT COURT DUVAL COUNTY, FL STATE OF FLORIDA REC. S 6.00 r COUNTY OF CAVAL m 0. TM USD hereby gives notice that tmprovement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following informstlon Is provided in this Notice of M Commencement 1. Description of property(legal description of the property,and street address It available): TAX FOLIO NUMBER 169519-0725 Lot 3,TIFFANY BY THE SEA.according to plat thereof recorded In Plat Book 45,Pages 94 and 94A,of the current public records of Duval County.Florida. 2. General description of Improvement SINGLE FAMILY RESIDENCE 3. Owner Information a. Name and address: SAMUEL 1.JACOBSON and JACK C.SLAUGHTER,4401 LAKESIDE DRIVE, 0804,JACKSONVILLE,FLORIDA,32.210. b. Interest In property. FEE SIMPLE c. Name and address of fee simple titleholder(if other than Owner): N/A A. Contractor(name and address): P.B.D.,INC.,11ol)OZACH BLVD.,JACKSONVILLE,FI-32246. b. Surety s. None and address: N/A b. Amount of bond:S N/A R Lender(name and address):. FIRST FEDERAL SAVINGS AND LOAN ASSOCIATION OF PUTNAA COUNTY.511 St.Johns Avenue,Palatka,Florida 32177. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be tared as provided by Seetloh 713.13(i)(a)7.,Florida Statutes: NONE 5. In addition to himself.Owner designates JOHN L.MIXELL c/o the Mortgage Servicing Department of FIRST FEDERAL SAVINGS AND LOAN ASSOCIATION OF PUTNAM COUNTY,511 St.Johns Avenue,Palatka, s FL 32177.Facsimile(804) 326-5936,to receive a copy of the Lionves Notice as provided In Section 713.13(1)(b),Florida Statutes. it . 9. Expiration data of nodes of commencement(the expl is 1 year from the date of recording unless a different date Is specified): I.JACOBSON �„�j3,CKrC.SLAtJGMTEiI _.a. STATE OF FLORIDA.COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 4th day of March,1997,by SAMUEL I.JACOBSON and JACK C.SLAUGHTER,both single man, / who hda►e personally known to me or who has/hove produced AnYlAA-_.b)-it/ea t as IdentiftWon and who did take an oath. s, ^Notary Public,Commission No. uLt fi (Signature) waotttalantrair�+t .Y1:4.'.pan:11 .. •. .. .. •x:i _.iMlctlu•... n37t1i�ar11rr1/17 sur :..: .,.•::, ..,: .: ..1> .: srwaraamnMruiserw (Name of Notary typed,prlMed or stamped) ''1l)�;.• .phi' ....:;i CITY OF ATLANTIC BEACH N2 21523 FLORIDA S— 19 /r% NAME__c CID, ADDRESS CITY S— civ When Signed, Dated and Numbered, This Becomes an O A eceip Received Peyn (@003251 t?0 G, MAKE CHECKS PAYABLE TO CITY OF ATLANTIC BEACH, FLORIDA TREASURER CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: cqq Alla- 16- LAAI&- OWNER OF PROPERTY: PLUMBING CONTRACTOR: eC-7=A Zvvi C®,n �zcZ� CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: �L-/�'' /Zf'� l TELEPHONE: 7V3-2-6 1;?- HOW zHOW MAVY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS / SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. a P.5R'3 ' DgPARTMEWT 4F®t i1.0tIN0 CITY OF ATLANTIC SM14 PERMIT I NFORMAT T OST -------`-LOCATION I NFORMAT I OIC I' rm t Number: T.�368 Address: � NICOLE LANA xP rmit Typ ;UTILITIES ATLANTIC BEACH, FLORIDA 32,233 �." of WoI:k:AT.t ERATiON - LEGAL DESCRIPTION .'�.�,�.�..---- ?on-*tr Type:WOOj) FRAME Block*- toot 'T'vp: xopcsed ..Use:SIVOLE FANIG' Section,: - 0 ubd: Rng. 0 � p: I�w 2 l inns : I Subdjv s o '.TIP ANY BY THE SEA Est . va 1!ue: 0 00 nprov. Cost: 0 .00 'I'ots1 P 25 .00 Amount P < y'9 r ° H < r. spy An 0 R ------ TIaN -. ;� ,; � � � �_ �„ APPLICATION FEES N;m � CKI IBI,AUGH 'ER PERMIT 25.00 A dr -DRIVE UNIT 804 OR I DA 3' � r }!y y+` f Y .f � �yT f 1 X. �1a d'&�+ f" ibn ATI N fie: T+'E IOATI ,r Ar ...< ` A'I1C..vittU . BRAI}EN'T` '" `L 34205 ' Q131 s ♦ b f � `'K #m 'rw b f rvsRM n t { Alf- ILA* NO S: } jf { I NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECT1OI4 Sit �LDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED'IN PUBLIC'SPACE,AND MUST BE CI'EARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER k ` ALLURE TCS COMPLY WITH THE MECHANICS' LIEN LAUV \,rA111 RESUL.T,IN "SIE PREP RTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." I LIED ACCORDING TO APPROVED, PLANS WHICH ARE PART OF THIS PERMIT ANp SUB,m cl TO.REI�,}CA. LATION OF APOLICABLE PROVISIONS OF-LAW. AL 9T 1 . gib AT' NTIC BEACH BUILDING DEPARTMENT Mt I q CITY OF ATLANTIC BEACH FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:.�� " �� 19 7 ,( IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. CT►���� �l�P�.l C.� � 1'W� CtN14 �l� ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME J70 cL5 6�ava. ADDRESS:_,; y Nico . 6lq-* RFD BOX BLDG.SIZE BETWEEN:_ mte�e�lo d' UG'E�G-y RES.(x) APT. ( ) COMM.i 1 PUBLIC( 1 INDUS.( ) NEW( 2 OLD ( 1 REW. ( ) ADDITION ( 1 TRAILER ( ) TEMP. ( I SIGNS ( 1 SQ. FT. SERVICE: NEW( 1 INCREASE ( i REPAIR ( ? FEE CONDUCTOR SIZE AMPS COPPER I ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE I NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 1 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCes BELL TRANSF. AIR H.P. RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS vv TRANSFORMERS: UNDER Goo V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ .ov TOTAL FEES 3� SHEET NO.: S - 1 C OF ALAN VTIC 9rd m HEADER APR 16 1997 SCHEDULE -; r� � JOB NO.: T H 0 313 9 7 OUPLIFT CONNECTION SCHEDULE BUILDER: Atlantic tHEADERS SEMCO QTY-SIZE CONNECTION LOCATION IAT NO.: 3 HARDWARE FASTENERS SPACING ALL HOPT H 1 or 1 8d LL 8-8d+2-10d TO 24 TRUSS TO TOP PLATE TPP4 6 8 8 - Sd 3 MIN TOP PLATE TO HEADER Tiffany B y TPP4 6 8 - RY FU L STUD FULL STUD TO TOP AND BOT PLATS SUBDIVISION: 12 - 8d 1 EA. TRUSS TRUSS TO TOP PLATEThe Sea TPP4 36 TOP PLATE TO HEADER DOOR TPP6 10 - 8d Y ULL UI FULL STUD TO TOP AND BOT PLATES HEADER PUP825 14 - 10d 2 EA SIDE OF OPNG BOTTOM PLATE TO SLAB L TRUSSTHOS26 (or) 22-10d IN GIRDER 1 EA TRUSS TRUSS TO GIRDER FLOOR PLAN: 2814 TO TRUSS THDS260 14-10d IN TRUSS MULTI-PLY RTPGA824T 24 - 10d 2 EA GIRDER IGIRDER TO TOP PLATE IROER TO P TE TPP4/6/8 10 - 8d EVERY GIRDER STUD IGIRDER STUD TO TOP AND BOT PLATE DESIGNED: WVC 1. CONNECT TOP PLATE TO JACKS 7' LONG OR SHORTER WITH 3-10d TOE NAILS. 2. CONNECT GABLE TRUSSES TO TOP PLATE WITH RTPCA824 W/12-10d COMMONS O 48" OC. 3. THE FOLLOWING SUBSTITUTIONS ARE PERMITTED IN THE ABOVE SCHEDULE: 11 V FA3 O 32" = 1/2"x8" AS W/2%2%1/8" WASHER O 48" REVIEWED: C 5/8" SS TRUBOLT (5-1/8" EMBED) W/2'x2"x1/B" WASHER O 48" SPS4 O 16" a TPP4 O 32" (GIVEN SAME FASTENER SCHEDULE) 4. PROVIDE MULTIPLE STUDS UNDER MULTI-PLY GIRDERS EQUAL IN NUMBER TO NUMBER OF TRUSS REVISIONS DATE PLIES COMPRISING GIRDER. CONNECT AS INDICATED IN TABLE ABOVE. BEAM AND HEADER SCHEDULE BEAM LENGTH DEPTH 19IDTH HEADER FULL NOTES DESIGNED FOR 110 MPH HIND NUMBER (FT) (IN) (IN) STUDS STUDS 1 16 - - 3.5 2 3 SYSTEM 42 OPEN WEB TRUSS HEADER 2-PLY 2x6 WITH 2 2 1 5.50 3.5 1 1 2 1/2" PLYWO SPACER ❑3 3 5.50 3.5 1 2 2-PLY 2x6 WITH 1/2" PLYWD SPACER ❑4 4 5.50 3.5 1 2 2-PLY 2x6 WITH 1/2" PLYWD SPACER a 5 5.50 3.5 1 2 2-PLY 2x6 WITH 1/2" PLYWD SPACER a 6 7.25 3.5 1 2 2-PLY 2x8 WITH 1/2" PLYWD SPACER M7 2.5 5.50 3.5 1 2 2-PLY 2x6 WITH 1/2' PLYWO SPACER AL 88 2.67 5.50 3.5 1 2 2-PLY 2x6 WITH 1 1/2" PLYWD SPACER 9 12 9.25 7.0 2 3 4-PLY 2xIO WITH 904 696-9000 2 - 1/2 PLYWO SPACERS 1. LENGTH REPRESENTS THE NOMINAL WIDTH OF THE WALL OPENING. CONTRACTOR ACCEPTS RESPONSIBILITY FOR DETERMINING THE ACTUAL LENGTH OF BEAM OR HEADER REQUIRED. 2. INTERIOR BEARING WALL OPENINGS REQUIRE ONLY ONE FULL LENGTH STUD AND ONE JACK STUD ON EACH /A SIDE OF THE OPENING. 3. EXTERIOR NON-BEARING OPENINGS MAY BE FRAMED ENTIRELY WITH 2x4s. NUMBER OF REQUIRED FULL G LENGTH STUDS SHALL SUBSCRIBE TO SCHEDULE ABOVE. USE 2-PLY 2x4 WITH 1/2" SPACER FOR HEADER. O. O l D TRUSS SPECIFICATIONS FOR JACOBSEN 961619- -PELICAN BAY DEVELOPMENT 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 DRAWING NUMBER DATE DRAWING NUMBER DATE TXUSR732 97099001 04-09-97 TXUSR732 97099026 04-09-97 TXUSR732 97099052 04-09-97 TXUSR732 97099002 04-09-97 TXUSR732 97099027 04-09-97 TXUSR732 97099053 04-09-97 TXUSR732 97099003 04-09-97 TXUSR732 97099028 04-09-97 Tw'SR7"32 97099054 04-09-97 TXUSR732 97099004 04-09-97 TXUSR732 97099029 04-09-97 TXUSR732 97099055 04-09-97 TXUSR732 97099005 04-09-97 TXUSR732 97099030 04-09-97 TXUSR732 97099056 04-09-97 TXUSR732 97099006 04-09-97 TXUSR732 97099031 04-09-97 TXUSR732 97099057 04-09-97 TXUSR732 97099007 04-09-97 TXUSR732 97099032 04-09-97 TXUSR732 97099058 04-09-97 TXUSR732 97099008 04-09-97 TXUSR732 97099033 04-09-97 TXUSR732 97099059 04-09-97 TXUSR732 97099009 04-09-97 TXUSR732 97099034 04-09-97 TXUSR732 97099060 04-09-97 TXUSR732 97099010 04-09-97 TXUSR732 97099035 04-09-97 TXUSR732 97099061 04-09-97 TXUSR732 97099011 04-09-97 TXUSR732 97099036 04-09-97 TXUSR732 97099012 04-09-97 TXUSR732 97099037 04-09-97 TXUSR732 97099013 04-09-97 TXUSR732 97099038 04-09-97 TXUSR732 97099014 04-09-97 TXUSR732 97099039 04-09-97 TXUSR732 97099015 04-09-97 TXUSR732 97099040 04-09-97 TXUSR732 97099016 04-09-97 TXUSR732 97099041 04-09-97 00 w TXUSR732 97099017 04-09-97 TXUSR732 97099042 04-09-97 - •,A( \ F/ 'y� TXUSR732 97099018 04-09-97 TXUSR732 97099043 04-09-97 0 TXUSR732 97099019 04-09-97 TXUSR732 97099044 04-09-97 APR 0 9 19 = TXUSR732 97099020 04-09-97 TXUSR732-97099045 04-09-97 - • SBTATE OF TXUSR732 97099021 04-09-97 TXUSR732 97099062 04-09-97SEN TXUSR732 09-97TXUSR732 97099022 04-09-97 OR ' TXUSR732 97099023 04-09-97 TXUSR732 97099049 04-09-97 �'�,,ss�0 •���,.��� TXUSR732 97099024 04-09-97 TXUSR732 97099050 04-09-97 TXUSR732 97099025 04-09-97 TXUSR732 97099051 04-09-97 .,,E,R=tj D BY TRUE TRUSS, INC. ACCEPTED BY, DATE 20 . 16 -- -20 ' �— 16 ' ---a-I -- - -- - - -- - -�- T24 T F- 4 4 Z Q O J r-r LA —T21 11 As— ' Q Z T23 T22 0 w FT10 Tlim o T1 , DROPPED HDR. T i BY OTHERS T ' T - ------ -------- T FLUSH BEAM FTR Y OTHERS --� FT16 T7 Lo FT15 FT cD Z � Q� c L a o o¢ m CL w rn o •� r---------� m ID T-qi , O0 Lo FT11 T P ' FTI ' , m TIS M 113 iT14 z 2'6" tD U) w 19' S 12 m o 36 ' L19 � 5 ' 12 ' JOB NO: 36 ' 961619 PAGE NO: 1 OF 1 151TIERiOR BEARING REQUIRED BY TRUE TRUSS, INC. ACCEPTED BY; DATE 20 . 16 - 20 - 16 ' -- - -- - - - ' � - - T24 T i T LD Z a - O J fr N T23 T22 o N FT10 ' J m T m u T1 DROPPED HDR. T BY OTHERS TB ' T - ---------------- FTQ T6 FLUSH BEAM Y OTHERS —� FT16 �� _ T7 z -- - FT 15 FT cn o Ln �P� u' v L FT 14 M Q Q m u a FTIP FT2 T6 En --------------� w rn r -----i LD O LD FT11 ' FTI TiR ' cvT17 m u� E- O AM 113 ;T 14 z p'6- c5 lcl inn -� � � Q o � 19 ' •+-5 12 ' T19 m —36 ' 19 . S —�-- 12 ' JOB NO: 36 ' 961619 FA NO: 1 961619-PELICAN BAY DEVELOPMENT JACOBSEN - FT1 17' Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS X DIMENSIONS) SUBMITTED BY TRUSS MF TOP CHORD 4x2 SP #2 Dense 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BOT CHORD 4x2 SP #2 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP 13 BE SUPPLIED BY ERECTION CONTRACTOR. CLEAR PANEL LENGTH - 02-06-00, TYP. ( o - ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. 7-10-8 -115.03"1------ 7-10-8 l C2X4(R) W-UX4= C2X4(R) _ M4= C3X5= CU4� C3X4= C3X4= C3X4- C3X4- C4X4= T AA T 1-4-0 1-4-0 C4X5= C3X4= CU4= C2X4111 C2X4 UI C3X4= C3X4= C4X5= C2X41 W—CMC2X4 M 17-0-0 Over 2 Supports R-949 W-6" R-921 W-6" PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL - 1 - E - - Scale —.375"/Ft. O O O O WARNING": ARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLATION AND TC LL 40.0 P S F R E F R732--50078 RACING. REFER TO NIB-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IOR TO PERFORMING THESE•FUNCTIONS. UNLESS OTHERWISESINDICATED. TOP SCHORD RSHALL THAVE PROPERLY ACTICES RATTACKED TC OL 10.0 P S F DATE 04/09/97 O O STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 5.O PSF DRW TXUSR732 97099001 • IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO o A": I- o BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLATION OR BC LL 0.0 PSF TX-ENG A F/C W C BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AMC PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 55.0 P S F S E ON - 24836 TCONNECTORS ARf MADE OF 20GA ASTM A653 CR31 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TNUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, §¢POSITION CONNECTORS PER D U R.FAC. 1.00 FROM M E J 4Q OFATHEGTRUSS DEPICTED HEREAAND SHALLNOTBE ENGINEER'S RELIED UPONW1, ANYWOTIttt AT Es OILY TO THE Df SI GN S P A C I N G 2 .0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN F T2 18'2"7 Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS ✓4 DIMENSIONS) SUBMITTED BY TRUSS MFF TOP CHORD 4x2 SP #2 Dense 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BOT CHORD 4x2 SP #2 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP #3 BE SUPPLIED BY ERECTION CONTRACTOR. CLEAR PANEL LENGTH — 02-06-00, TYP. ( o — ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. —7-10-8 44.468— 9-1-8 15L " Type. C2X4(R) - W—CN4- C2X4(R) C4X5!m CU6- C3X4= C3X4= C2X4 III CN4isi C3X4= C3X5= C4X5- T T 1-4-0 1-4-0 PC4X6- C3X5= ��CU4= C2X41B CN4- QX4- C3X4- M64- C2X4 N W—HS2512- C2X4 N 18-2-8 Over 2 Supports —1 R=1015 W=6" R=987 W=8.485" PLT TYP. Hiah Stren th Clar V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale —.375"/Ft. 0 IBRACINGG•REFERTRUSSES HIB 91REQUIRE (NAMDLING INSTALLATION FABRICATION. BRACING). PUBLISHED SHIPPING. BY TPIINSTALLATION PLATE TC LL 40.0 PSF REF R732--50079 O INSTITUTE, 583 0.04OF 10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C CIL 1 0.0 P S F DATE 04/09/97 OSTRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. p "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DC DL 5.0 PSF DRW TXUSR732 97099002 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC o ALp o BUILD THE TRUSSES IN CONFORMANCE WITH T OR FABRICATING. HANDLING, SHIPPING, INSTALLATION OR C L L 0.0 P S F TX-ENG AF/C W C BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT.LD55.0 P S F S E O N - 24838 SPECIFICATION ►UBLI SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE r T T ry CO ECT ARE MADE OF 2OGA ASTM A653 GA37 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 1 I�V J EAC:NNFACE OF TRU55, ANO UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION CONNECTORS PER D U R.FAC. 1.0 0 FROM M E J O O CRAVINGS AMENWNEAAPPLIES ONLY TO THE DESIGN OFTHETRUSS DEPICTED WEREAND SMALLNOTBE RELIED UPONIN ANYOTWAYSPACING 2 •0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - FT3 11'2"8 Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MF TOP CHORD 4x2 SP #2 Dense 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BOT CHORD 4x2 SP #2 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP #3 BE SUPPLIED BY ERECTION CONTRACTOR. SPECIAL CONNECTION/HANGER FOR 946.46# REACTION AT RIGHT END. CLEAR PANEL LENGTH — 02-06-00, TYP. ( o - ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. 7-10-8 -1-17.5 7-10-8 15" Typ{. � W—C3X4= CM(R) _ C2X4(R) M4= C3X5- C3X4= C3X4= C3X4= C3X4= C3X4s-= C4X4= T T 1-4-0 1-4-0 C4X5- C3X4= CU4= UM C2X4 N C3X4= C3X4= C4X5= C2X4 M C2X4 M W—CU5 m 17-2-8 Over 2 Supports - —� R-946 W=6' R=946 W=4.95' PLT TYP. Clary--V2 Design Criteria: TPI 17.3u6 FL/-/I/-/E/-/- Scale -.375"/Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLATION AND ED BRACING. REFER TO RIB•N1 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 P S F R E F R732--50080 PESTITUTE. 563 D'OKOFIO DR.. SUITE 200. IOR TO RFORMING THESE FUNCTIONS. UNLESS OTHERWISE SINDICATED. ON, VI sTOP BCHORD RSHALL THAVE APR CTICES PERLYRATTACHED TC DL 10.0 PSF DATE 04/09/97 QSTRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. ••IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED pBC DL 5.0 PSF DRW TXUSR732 97099003 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO B C L L O.0 P S F T X-ENG A F/C W C UT LME By BUILD THE TRUSSES 19 CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLATION OR 11 Jv SPEC{FICAACING PYIONUIURIISNEOTBYSTXESIGN AMERICANOFORESTMS TANOAPPLICABLE ASSOC/ATIONJSOF NOS AMO TPI. ALPINE DESIGN T 0 T. L D. 5 5.0 P S F S E A N - 24840 ZTCONNECTORS ARE MADE OF 206A AST" A6S3 GR37 QALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1 .0 0 FROM M E J EACH FACE OF TRU55. AN UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER LJ O lJ O OFATMEGTRUSS DE/IC TED XEREAAND SHALLNNOTEBE•RELIEO UPONNIN ANYWOTV WAYES ONLY TO THE DESIGN SPACING N1.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - FT4 15'2'8 Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MF TOP CHORD 4x2 SP #2 Dense 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BOT CHORD 4x2 SP #2 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP #3 BE SUPPLIED BY ERECTION CONTRACTOR. SPECIAL CONNECTION/HANGER FOR 836.46# REACTION AT RIGHT END. CLEAR PANEL LENGTH — 02-06-00, TYP. ( o — ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN'. �-- 6-7-8 23.5'---�-- 6-7-8 15�" Typ�. C2X4(R) - C2X4(R) = C4X4= C3X4- C3X4- C2X4 W C2X4 M C3X4= C3X4- C4X4= T T 1-4-0 1-4-0 C4X5m C3X4m C3X4= C3X4- C3X4= C4X5- C2X4 N C2X4 N 15-2-8 Over 2 Supports R-836 W=6' R=836 W=4.95' PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-11/-/E/-/- Scale —.375"/Ft. O Q --WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLATION AND BRACING. REFER TO VIO-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 P S F R E F R732--50081 Q Q INSTITUTE, 593 O'ONOF10 DR.. SUITE 200. MADISON, WI 53)19), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 04/09/97 QSTRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CIELING. BC DL 5.O PSF DRW TXUSR732 97099004 '•IMPORTANT' FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7� PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO �A�'R-1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLATION OR BC LL 0.0 PSF TX -ENG A F C W C 1 11,J./ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC iF Ir ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEcan TOT.L D. 55.0 P S F S E q N - 24842 TRUSS EACNEFACCEESOFRY USS, AAND D2UNLESSTOTNERWI"A663 SE3lO-&TEO ONETHIS EDESIGN. POSITION CONNECTORSXCEPT AS NOTED, APPLY EPERRS TO D U R.FAC. .1-0 0 FROM M E J OF ATHEGTRUSS DEPICTED HEREAAND SMALLNROTEBE RELIED UPONINANYDRAWING NPVAY. ONLY TO THE DESIGN S PACING L''T.0„ 961619-PELICAN BAY DEVELOPMENT JACOBSEN - FT5 13'2"8 Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MF TOP CHORD 4x2 SP #2 Dense 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BOT CHORD 4x2 SP 12 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP #3 BE SUPPLIED BY ERECTION CONTRACTOR. SPECIAL CONNECTION/HANGER FOR 726.46# REACTION AT RIGHT END. CLEAR PANEL LENGTH - 02-06-00, TYP. ( o - ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN•. �---5-4-8 ---1.14.5-1- 6-7-8 15L Typl. C2X4(R) - I C2X4(R) C3X4= C3X4= C3X4= C2X41a C3X4= C3X4= C3X4= T T 1-4-0 1-4-0 CN5= C3X4= C2X4111 C3X4= C3X4=— C3X5= C2X4111 C2X4 11 Lf 13-2-8 Over 2 Supports R-726 Wa6" R-726 W=4.95" PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale -.375"/Ft. *YARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLATION AND O D O O BRACING. REFER$83 DTO HIO-210 DR.(NANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 PSF REF R732- -50082 O O PTO ERFORMING THESE'FUNCTIONS. UNLESS OTHERWISESINDICATED,N. WISTOP9CHORDRSHALLTHAVEACTICES PROPERLYRIOR ATTACHED TC DL 10.0 PSF DATE 04/09/97 QSTRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CIELING. •*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW TXUSR732 97099005 ATT PRODUCTS. IMC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO �1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLATION OR BC LL 0.0 PSF TX -ENG A F C W C 1 SPECEFICBRACING ATIONUPUBLISNEDTBYSTNESAMER[CAMIGN OFORESTRMS TANDPPAPERBASSOCIATIOM)LE SAND TPI.OF NOS ALPINE DESIGN TO T.L D. 55.0 PSF S E 0 N - 24844 TRUS S CONNECTORS ARE MADE OF 20GA ASTM ANS3 CR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.0 0 FROM M E J EAC: FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 O O OFAE INGI USS DEPICTED HEREAAND SHALLNOTBE ENGINEER'S RELIED UPON THIS IN ANYWOTGERPWAY, ONLY TO THE DESIGN SPACING Z%i.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - FT6 11'2"8 Floor Truss THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MF TOP CHORD 4x2 SP #2 Dense SPECIAL CONNECTION/HANGER FOR 616.46# REACTION AT RIGHT END. BOT CHORD 4x2 SP #2 Dense WEBS 4x2 SP #3 CLEAR PANEL LENGTH — 02-06-00, TYP. ( o — ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. �--- .5-4-8 J-20.5" 4-1-8 1Ty p,. - C2X4(R) C2X4(R) - C3X4= C3X4- C3X4- C2X4 M C3X4= C3X4- T T 1-4-0 1-4-0 C3X4m C3X4= C2X4 UI C3X4= C3X4= C2X4 III C2X4 2 �-- 11-2-8 Over 2 Supports -� R-616 W-6" Ra616 W-4.95" PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-I- Scale -.375"/Ft. O O c= +BRACING WARNING­REFERUTOERID-9IIRE EXTREME CARE IN(HANDLING INSTALLATIONIANDIBRACING)11PUBLISHEDIBY TPI (TRUSS INSTALLATION PLATE TC LL 40.0 P S F REF R732- -50083 TO PERFRMINC TN ESESTITITIl ,FUNCTIONS. UNLESS OTHERWISE5INDICATED.STOP9C40RDRSMALLTNAVEACTICES PROPERLYRIOR ATTACKED TC DL 10.0 PSF DATE 04/09/97 U O "!TAUCTURAL PANELS.IMPORTANT FURNISH OA COPY M CHORDOFHTHIS DESIGN TO THE INSTALALL HAVE A PROPERLY CLATION CONTRACTOR.HED RIGID CIELING.ALPINE ENGINEERED BC DL 5.0 PSF DRW TXUSR732 97099096 J + BUILDCTHE TRUSSESALL NOT BE IN CONFORMANCE NITHL7PIORORANY DEVIATION FRO"FABRICATING, HANDLING. DESIGN: ANY FAILURE TO SHIPPING. INSTALLATION OR BC ILL 0.0 PSF TX-ENG AF/CWC Z�TLR-TuTiSZ-SQ,� SPECIFICIONACING OF T U►UBLiSHE078YSTXESAMEg1CANIGN OfOAESTRMS TANDPPA►ERBASSOCIATION)LE SAMD TP[.OF NOS (NAIPINEL DESIGN TOT.LD. 55.0 PSF S E 0 N - 24846 EACH FACES AREMADE Of 20GA ASTM AGSM GR37 GALE. STEEL. EXCEPTIDESIG AS NOTED. APPLY CONNECTORS 70DUR.FAC. 1.0 0 F R0M MEJ EACH FACE OF TRUSS1 10 . AND UNLESS OTNERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE0. l._J 0 OFA THEGTRUSS DEPICTED HEREAAND SHALLNNOTEBE RELIED UPONH16 ANYWOY%xR►WAY. ONLY TO THE DESIGN SPACING 961619-PELICAN BAY DEVELOPMENT JACOBSEN FT7 11'1' Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MF TOP CHORD 4x2 SP 12 Dense SPECIAL CONNECTION/HANGER FOR 609.72# REACTION AT RIGHT END. BOT CHORD 4x2 SP #2 Dense WEBS 4x2 SP #3 CLEAR PANEL LENGTH - 02-06-00, TYP. ( o - ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. -5-4-8 19.0 3"- 4-1-8 -� 15" Type. I' C2X4(R) C2X4(R) C3X4- C3X4- C3X4= C2X4111 C3X4= C3X4= T 1-4-0 1-4-0 C3X4= C3X4= C2X411 C3X4= C3X4= C2X41u C2X41II 11-1-0 Over 2 Supports 301 R-610 W-6' R-610 W=3" PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale —.375" Ft. O •B0.ACIN6N6•0.EFER TRUSSES N IB E911R(HAMDLIN6 INSTALLATION FABRICATION. BRACIM6)LIP PUBLISHED SHIPPING. BY TPI INSTALLATION PLATE TC LL 40.0 PSF REF R732--50084 ST TV T S83 0 OFIO DR.. SUITE 200. TO PERFORMING THESE,FUNCTIONS. UNLESS OTHERWISESINDICATED, TOP9CHORDRSMALLTHAVEACTICES PROPERLYRIOR ATTACHED TC DL 10.0 PSF DATE 04/09/97 O O STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. *•IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF D R W T XUSR 73 2 9 709 900 7 T�-N-� IR0 UCTS. IRC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 0 ��c'l O BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLATION OR BC LL 0.0 PSF TX -ENG A F/C W C BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINECON TOT.L D. 55.0 PSF S E 0 N - 24848 TEACNEFACE SDFRTRUSSE MOOF ZUNLESS'OTHERWISE H A663 'LOCATED ON7 GALT. ETHIS EDESI6NXCEPT ASP051T/ON CONNECTORS. APPLY EPERRS TO D U R.FAC. 1.00 FROM M E J O O A.O OF ATNEGTRUSS DEPICTED HEREAAND SMALLNNOTEBE'RELIED UPONNIN ANY O*ERPWAY. ONLY TO THE DESIGN SPACING 2-4.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - FT8 13'1*1 Floor Truss THIS OWG PREPAREO FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFF TOP CHORD 4x2 SP 12 Dense 2X6 13 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BOT CHORD 4x2 SP 12 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP #3 BE SUPPLIED BY ERECTION CONTRACTOR. SPECIAL CONNECTION/HANGER FOR 719.81# REACTION AT RIGHT END. CLEAR PANEL LENGTH - 02-06-00, TYP. ( o - ODD PANEL } NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN: �--5-4-8 -13.05'- 6-7-8 _1 15L" Typl. C2X4(R) m C2X4(R) s CU4= C3X4= C3X4= C2X4111 CH4= C3X4= C3X4m T T 1-4-0 1-4-0 C3X5= C3X4m C2X4111 C3X4= C3X4m C3X5= C2X411 C2X4III 13-1-1 Over 2 Supports R=720 W=6" R=720 W=4.95' PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale -.375"/Ft. O O O Q -WARNING•* TRUSSES REQUINE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLATION AND BRACING. REFER TO NIB•91 (HANDLING INSTALlAT1ON AND BRACING), PUBLISHED BY TP[ (TRUSS PLATF TC LL 40.0 PSF REF R732--50085 TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISESINDICATED,ST T 3 D'ONOFIO DR.. SUITE 200. N. VISTOP9CHORDRSMALLTHAVEACTICES PROPERLYRIOR ATTACHED TC DL 10.0 PSF DATE 04/09/97.. Q STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. p ••IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED D C DL 5.0 PSF D R W T XUSR 732 97099008 Q PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO p BUILD THE TRUSSES IN CONFORMANCE WITH TPI: N FABRICATING. HANDLING. SHIPPING, INSTALLATION OR D C LL 0.0 P S F TX -ENG AF/CWC BRACING OFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►I. ALPINE TOT.L D. 55.0 PSF S E O N - 24850 CONTRUSS EACNEFACESARE MADE OFOF TRUSISO% ND2U1) 160NLESSTOTHERWISE 3LOCATED ONETHISEXCEPT DESIGN.SPOSITION CONNECTORS. APPLY CONNECTORSPER i0 D U R.FAC. 11.0 0 FROM M E J O OFATHEGTRUSS DEPICTED HEREAAND SMALLNNOTEBE RELIED UPONHIN ANYWOTG RPWAY. ONLY TO THE DESIGN SPACING 2A .0 N a 961619-PELICAN BAY DEVELOPMENT JACOBSEN - FT9 151'1 Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFF TOP CHORD 4x2 SP #2 Dense 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BOT CHORD 4x2 SP #2 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP #3 BE SUPPLIED BY ERECTION CONTRACTOR. SPECIAL CONNECTION/HANGER FOR 829.81# REACTION AT RIGHT END. CLEAR PANEL LENGTH - 02-06-00, TYP. ( o - ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN: 6-7-8- -'I 22.05"--i- 6-7-8 J p. i - C2X4(R) - I C2X4(R) $ C3X5- C3X4= C3X4= C2X4111 C2X4 III C3X4s-= C3X4= C3X5m T I T 1-4-0 1-4-0 C3X8$ C3X4m CN4� C3X4- C3X4= C3X8s C2X4I UX4 tll 1.6 15-1-1 Over 2 Supports R-830 W-6" R-830 W-4.95" PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale -.375"/Ft. O O Q Q -*WARNING*- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLATION AND BRACING. REFER TO HIO-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 PSF REF R732--50086 Q O INSTITUTE. 563 O'ONOFIO W. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC OL 10.0 PSF DATE 04/09/97 Q O STRVCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. p AT ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED pD C DL 5.0 PSF D R W T X USR 7 3 2 97099009 OZ!�TR ��SS O FROM THIS DESIGN: ANY FAILURE TO BUIRLDCTNE TpUSC.SESTS AIN CONF RMANCELL NOT BE OWITHLTPI: 00 FABRICATING E FOR ANY NHANDLING. SHIPPING. INSTALLATION OR B C L L 0.0 PSF TX -ENG AF/CWC GRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN _ SPEC IFICAT IOM P UBU SHED BY THE AMEp ICAM FOREST 7 GAL,AND ►A►ER ASSCIATION) AND TPI. AVINE TOT.L D. 55.0 P S F S E 0 N 24852 EACHCON EFACESOFR130.TRUSSE ANDOF tUNLESSOGA TOTHERWISE3IN'SL LOCATED' ONETHISEDESIGNASNOTE -POSITION CO.NECTORSC. EPENCT.N TO D U R.FAC. 1.T 0 0 FROM M E J -J O OFATNEGTRUSS DEP.CTED HEREAAND All ENGINE NOTEBE RELIED UPONNIN ANYWOT1#1NPWAy. ONLY TO THE DESIGN SPACING Y.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN FT10 16' Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MF TOP CHORD 02 SP #2 Dense 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BOT CHORD 4x2 SP #2 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP #3 BE SUPPLIED BY ERECTION CONTRACTOR. CLEAR PANEL LENGTH — 02-06-00, TYP. ( o — ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. 1 7-10-8 '118.03" -- 6-7-8 —� 151 w Typ�. C2X4(R) - C2X4(R) C4X4- C3X4= C3X4= C3X4= C2X4111 C3X4= 0X4= C4X4- T T 1-4-0 1-4-0 C4X51a C3X4- M4= C2X4111 C3X4= C3X4= C4X5- C2X41 C2X4 M 16-0-0 Over 2 Supports R-880 W-6' R-880 W=3.5' PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-11/-/E/-/- Scale —.375"/Ft. Q ••WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLATION AND T C L L 40.0 P S F REF R732--50087 R BACING.ST"UTE.REFER TO RIB I (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ! O TO PERFORMING THESE' MADISON. UNLESS OTHERWISE SO INDICATED. TOPBCH RDRSHALLTHAVEACTICES P0.PERLYRIOR ATTACHED TC DL 10.0 P S F DATE 04/09/97 Q Q STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELIN6. DC DL 5.0 PSF DRW TXUSR732 97094010 •'IMPORTANT•• FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . T T PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO B C L L 0.O P S F TX-ENG A F CWC L] , Y BU ILO THE TRUSSES IN CRFRMANCE N1TY iPl; OR FABRICAT IN6, NANDl1M6, SHI►PING, INSTALLATION OR L 11.J BRACING OF TRUSSES. THIS Of516M CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 5 5.0 P S F SEAN - 24856 SPEC iF1CA710N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TRUSS CONNECTORS ARE MADE OF 20GA ASTM A653 GRN GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1 .0 O FROM M E J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O O CRAVINGS 130, 150 AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN SPACING 24.0" OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY DIVER WAY. �� 961619-PELICAN BAY DEVELOPMENT JACOBSEN FT11 19'6' Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFI TOP CHORD 4x2 SP #2 Dense 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BOT CHORD 4x2 SP #2 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP #3 BE SUPPLIED BY ERECTION CONTRACTOR. CLEAR PANEL LENGTH - 02-06-00, TYP. ( o — ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. i-- 9-1-8 J 15- —— -- 9-1-8 --1 15L " Type. � C2X4(R) W—CU4m C2X4(R) = C4X5= C4X5= C3X4= C3X4= C2X4111 C2X41U C3X4= CH4= C3X6= C4X5- 1-4-0 1-4-0 C4X6m C3X5- C3X4= C3X4= C3X4-- C3X4- C3X5- C4X6= C2X481 W—HS2512- C2X4ul 19-6-0 Over 2 Supports �I R-1072 W=6' R-1073 W-6' PLT TYP. Hi h Stren th Clar V2 Design Criteria: TPI 17.3u6 FL/-/I/-/E/-/- Scale =.375" Ft. O Q O **WARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLATION AND T C L L 40.0 P S F R E F R 7 3 2- -5 0 0 8 8 BRACING. REFER TO HIB-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUT, , 583 D'ONOFIO DR.. SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 04/09/97 Q O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 5.0 PSF DRW TXUSR732 97099011 IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � T T�7-�-� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO p ly1�P B(�(f{ O BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLATION OR D C LL 0.0 P S F TX-ENG A F/C W C iJ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 5 5.0 P S F S E Q N - 24858 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TRUSS CONNECTORS ARE MADE OF 20GA ASTN A6S3 GR37 QALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R .FAC. 1.0 O FROM M E J EACH FACE. OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O O OFATNEGTRUSS DEPICTED HEREAAND SHALLNNOTEBE RELIED UPON-IN ANYWOTGERPWAYES ONLY TO THE DESIGN SPACING �4.0" ., 961619-PELICAN BAY DEVELOPMENT JACOBSEN FT12 18 10"4 Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFi TOP CHORD 4x2 SP #2 Dense 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH j BOT CHORD 4x2 SP #2 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP #3 BE SUPPLIED BY ERECTION CONTRACTOR. CLEAR PANEL LENGTH - 02-06-00, TYP. ( o — ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. 9-1-8 22.25" + - -- — 7-10-8 15p. - - C2X4(R) - W-C3X4=Y C2X4(R) C4X5m C3X6= C3X4= C3X4=- C2X4111 C3X4= C3X4= C3X5= C4X5- T 1-4-0 1-4-0 C2X4 11 C4X6= C3X5= C3X4= C3X4=- C2X4111 CH4¢ C3X5= C4X6- C2X49 W-HS2512- IdE 18-10-4 Over 2 Supports R-1037 W=6' R-1037 W=8.485' PLT TYP. Hi h Stren th Clar V2 Design Criteria: TPI 17.3u6 /FL/-/l/-/E/-/- Scale -.375"/Ft. 'BN AND RAG G C.REFER OTOENIBEBIIR(HANDLEING INSTAE EXTREME CARE L IAT ONFABR IANDIB ACING)' PUBLISHEOIBY TPI ST(TRUSS OPLATE TC LL 40.0 P S F R E F R732- -50089 O Q INSTITUTE. 663 D'0 OF I0 OR., SUITE 200. MADISON, WI $3719), FOR SAFETY PRACTICES PRIOR TO TC DL 10.0 P S F DATE 04/09/97. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED p Q O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEELING. C DL 5.0 PSF DRW TXUSR732 97099012 *"IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B P���(m�1 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S C L L 0.0 P S F T X-ENG AF/CWC NO ILD O �r � "�-� BRACIR6NOF TRUSSES TRUSSES`N CONFORMANCE MDESIGN WITH CONFORMSOWITHFABRICATING, APPLICABLE HANDLING. PROVISIONSSHIPPING. NOS (NATIONAL INSTALLATION DESIGN $PEC IF,CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 55.0 P S F S E Q N - 24860 TRUSS CONNECTORS ARE MADE OF 2OG4 ASTM A663 G437 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO D U R,FAC• 1.0 0 FROM M E J EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OF ATHEGTRUSS OEP ICTEO HEREA AAND SHALL NNOTEBE RELIED UPONHIN ANYWOTJKRPWAYES ONLY TO THE OE 516N SPACING 9 4•0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN FT13 16'10'4 Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MF TOP CHORD 4x2 SP J2 Dense 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BOT CHORD 4x2 SP #2 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP 13 BE SUPPLIED BY ERECTION CONTRACTOR. CLEAR PANEL LENGTH - 02-06-00, TYP. ( o - ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. 7-10-8 -13.25 7-10-8 -� 15�' Typ{. C2X4(R) = W-C3X4= C2X4(R) _ C4X4m C3X5= CN4= C3X4= C3X4= C3X4= C3X4= C4X4= T T 1-4-0 1-``4-0 �L C4X5= C3X4= C3X4- C2X419 C2X4111 C3X4= C3X4= C4X5- rml C2X4I W-CM= C2X4 01 16-10-4 Over 2 Supports R-927 W-6' R-927 W-8.485' PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/11-/E/-/- Scale -.375"/Ft. O Q -,-WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLATION AND TC LL 40.0 P S F REF R 732- -50090 BRACING. REFER TO HIS-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE O INSTITUTE. 693 D'ONOF10 DR., SUITE 100, MADISON, BI 63719). FOR SAFETY PRACTICES PRIOR TO TC DL 10.0 P S F DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED p O O STRUCTURAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 5.0 PSF DRW TXUSR732 91099013 T '•IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p/� A T P,'�1 H BUILpCINE TRUSSESAIN CONFORMANCERESPONSIBLE TPIORORANY FABRICATING DEVIATION HANDLING. SHIPPING. INSTALLATION OR BC L L 0.0 P S F T X-ENG AF/CWC 0!�T�l 11,L ON ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT.L D. 5 5.0 P S F S E 0 N - 24862 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE SS CONNECTORS ARE MADE OF 10GA ASTM ASS3 GR31 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �DUR.FAC. 1 .00 FR0M MEJ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER , DRAWINGS 130, 160 AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN PACING 4.0" ' 6 OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OIHER WAY. 961619-PELICAN BAY DEVELOPMENT JACOBSEN - FT14 14'10"4 Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 4x2 SP #2 Dense 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BOT CHORD 4x2 SP #2 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP J3 BE SUPPLIED BY ERECTION CONTRACTOR. CLEAR PANEL LENGTH - 02-06-00, TYP. ( o - ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. 6-7-8 J 19.25" 6-7-8 15Ty- 1 C2X4(_R) - C2X4(R) C3X5- C3X4= C3X4= C2X4 M C2X4111 CH4= C3X4= C3X5m T I 1-4-0 1-4-0 C3X6= C3X4= C3X4= C3X4= C3X4= CU6= C2X4 M C2X4 III 14-10-4 Over 2 Supports R=817 W-6" R-817 W=8.485' PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL - 1 - E - - Scale -.375" Ft. Q **WARNING*• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLATION AND T C L L 4 0.0 P S F R E F R732--50091 BRACING. REFER 70 HIB-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO T C D L 10.O P S F DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED O STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 5.0 PSF DRW rzusR732 97099014 � T T7�7''� ••IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Z�T�t7s H BUI/DC IN TRUSSESALt IN CONFORNOT MANCEOYITXLTPI�ORAFABRICATING. HANDLING. SHIPPING. INSTALLATION OR B C L L 0.0 PSF TX Y DEVIATION FROM THIS DESIGN: ANY FAILURE TO E N G AF/CWC L SPECIFBRACINICATIONOF UPUBLISHED THIS THE DESIGN AMERICANCONFORMS FOREST WITH AND APPLICABLE ASSOCIATION)PROVISIONS AND TPI.(NATIONAL DESIGN TOT.L D. 55.0 PSF S E O N - 24864 S CONNECTORS ARE MADE OF 20GA ASTM A653 GA31 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1 .00 FROM M E J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O L7 O C� OFATHEGTRUSS DEPICTED HEREAAND SMALLNNOTEBE RELIED UPONHIN ANYWOMERPWAYES ONLY TO THE DESIGN SPACING 24.0" 961619—PELICAN BAY DEVELOPMENT JACOBSEN FT15 14' Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS ✓r DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 4x2 SP #2 Dense 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BOT CHORD 4x2 SP #2 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP #3 BE SUPPLIED BY ERECTION CONTRACTOR. CLEAR PANEL LENGTH — 02-06-00, TYP. ( o — ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. L--- 6-7-8 —� —24- 5-4-8 15" Type. C2X4('R_) = I C2X4(R) C3X4- C3X4m UX4= C2X4III C3X4= C3X4= C3X4= —7— I T 1-4-0 1-4-0 C3X5= C3X4= C3X4= C2X4111 CH4= C3X5= C2X4III C2X4III 14-0-0 Over 2 Supports ---- 1 R-770 W=6' R=770 W-6' PLT TYP. Clar V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale —.375"/Ft. O O O ""WARNING•• TRUSSES REQUIRE EXTREME CARE IR FABRICATION, HANDLING, SNIPPING. INSTALLATION AND T C L L 40.0 P S F R E F R732— -50092 BRACING. REFER TO N18-91 (HANDLI......STALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE O O INSTITUTE, 683 O'ONOF10 OR., SUITE 2 . MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHER TC DL 10.0 P S F DATE 04/09/97 OSTRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF D R W T X USR 7 3 2 97099015 Q - _ PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO Z�T�t�s /� I ,i�t j[ij BU ILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING, INSTALLATION OR BC LL 0.0 PSF T X'E N G A F/C W C BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 55.0 P SF S E A N — 24866 S CONNECTORS ARE MADE OF 20GA ASTM A653 GR31 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO OUR.FAC. 1.0 0 FROM M E J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OM THIS DESIGN, POSITION CONNECTORS PER O O O O OFATHEGTRUSS DEPICTED HEREA AAND SMALLNNOTEBE RELIED UPONTHIS IN ANYDRAWING OVERPWAY�S ONLY TO THE DESIGN SPACING 24.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN FT16 12'10'4 Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MF' TOP CHORD 4x2 SP 12 Dense 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BOT CHORD 4x2 SP #2 Dense TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO WEBS 4x2 SP J3 BE SUPPLIED BY ERECTION CONTRACTOR. CLEAR PANEL LENGTH - 02-06-00, TYP. ( o - ODD PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. 1 }- --5-4-8-1 O.2 51" ----- 6-7-8 --- 1 1Ty - - C2X4(R) $ C2X4(R) C3X4$ CU4� C3X4= UX4 pi UX4= C3X4-- C3X4= T T 1-4-0 1-4-0 UMw CU4a; C2X4III C3X4- C3X4= C3X4- C2X4 l C2X4III 12-10-4 Over 2 Supports R-707 W=6" R=707 W=8.485' PLT TYP. Clar V2 Design Criteria: TPI 17.3u6 FL/-/11-/E/-/- Scale -.375"/Ft. O Q ••WARRING•" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLATION AND T C L L 4 0.0 P S F R E F R 7 3 2- -50093 BRACING. REFER TO NIB-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBI O'ONOFIO DR.. SUITE 200, MADISON, WI 63119), FOR SAFETY PRACTICES PRIOR TO O TC OL 10.0 P S F DATE 04/09/97 O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED Q O STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CIELING. BC DL 5.0 PSF DRW TXUSR732 97099016 •"IMPORTANT-• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. lRC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C7 ALPINE C] BC LL 0.0 PSF TX-ENG AF/CWC BUILD THE TRUSSES IN CONFORMANCE NI TN TPR: OR FABRICATING. HANDLING. SN F NOS. NATIONAL IOM OR BRACING OF TRUSSES,PUBLI THIS DESIGN CONFORMS ST A APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN TOT.L D. 55.0 PSF S E 0 N - 24867 EACHSPEC IFACE TOF NTRUSS. AND UNLESS OTHERWISE SHED BY THE AMERICAN F LOCATED NONP THIS DESIGN, POSITION CONNECTORS APER ASSOCIATION) AND TPI. NPER TRUSS CONNECTORS ARE HAVE OF 20GA ASTM A663 GR37 DALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.0 0 FROM M E J ''� OFATHEG7RUSS•DEPICTED WEREA AAND SMALLRRDTEBE RELIED UPONNIII ANYW0*f%ERPWAYES ONLY TO THE DESIGN SPACING -2,d.O~' 961619-PELICAN BAY DEVELOPMENT JACOBSEN - FT17 11'6" Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFF TOP CHORD 4x2 SP #2 Dense CLEAR PANEL LENGTH — 02-06-00, TYP. ( o — ODD PANEL ) BOT CHORD 4x2 SP #2 Dense WEBS 02 SP #3 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. i �•------5-4-8 d-24*"- -——4-1-8 . 15I Typl. C2X4(R) C2X4(R) - C3X4- C3X4w C3X4- C2X4111 C3X4- C3X4= T I 1 1-4-0 1-4-0 C3X4- C3X4=- C2X41 C3X4m C3X4- C2X41 C2X4 M 11-6-0 Over 2 Supports _I R-632 W=6' R=632 W=6" PLT TYP. Clar V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale -.375'/Ft. EXTREME CARE 11AND ED O O "BRACING G"REFER TOEMIB 911R(HANDLING INSTALLATION IANDlBRACING)L1NGPUBLISHEDHAND . IBY TPIST(TRUSSOPLATE TC LL 40.0 P S F REF R732- -50094 INSTITUTE, 593 D'ONOF10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNAIL HAVE PROPERLY ATTACHED TC DL 10.0 P S F DATE 04/09/97 Q Q STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 5.0 PSF DRW TxusR7s2 97099017 •"IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED AL 7�-. PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO O L] 1 P,'v H �� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLATION OR BC LL 0.0 PSF TX-ENG AF/CWC LL lillll i�-,It BRAC IMG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT.L D. 55.0 P S F S E 0 N - 24869 S/ECIF ICATI0: PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE7 TRUSS CONNECTORS ARE MADE OF 2OGA ASTM A663 GR37 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.0 0 FROM ME L1 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Yy OFATHEGTRUSS DEPICTED HEREAAND SMALL NOTEER'S SEAL ON BE RELIED UPON IS ORIN P IN ANYWOTHERWAYES ONLY TO THE DESIGN SPACING L 4.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T1 36' Ste down Hip Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MF1 TOP CHORD 2x4 SP #2 Dense 2 Complete Trusses Required BOT CHORD 2x4 SP #2 Dense :83 2x6 SP SS: WEBS 2x4 SP #3 :W9, W19 2x4 SP #2 Dense: NAILING SCHEDULE: (8d—box—nails) TOP CHORD: 1 ROW @ 7' o.c. BOT CHORD: 1 ROW @ 9' o.c. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS SPECIAL LOADS IN EACH ROW TO AVOID SPLITTING. - --(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC From 70 PLF at -2.00 to 70 PLF at 7.00 SBCCI CRITERIA. 110 MPH WIND, 21.96 FT MEAN HGT, TC From 143 PLF at 7.00 to 143 PLF at 19.00 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, TC From 70 PLF at 19.00 to 70 PLF at 38.00 WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 19.00 RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. BC From 20 PLF at 19.00 to 20 PLF at 36.00 BC - 529 LB Conc. Load at 7.00 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BC 1473 LB Conc. Load at 19.00 SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD(S) . C5X12-_ C2X4III C3X8= C5X5!m C3X5= C5X84s �CU4# C5X12♦6 6 C3X8�4 C2X4 N T Z \\R3 C6X6� 1-3-2 1-3-2 C5X12- C3X4 7____,,/ J 4 4 `- C2X4 M 9- STEP C2X4III CU12= C3X8-= C6X12as C4X8f i C4X6� 29 C5X12- 473 1-10-7 1-10-7 2-3.12 4-8-4 3-8-4 4-1-0 4-2-12 5-7-4 4-4-1 3-6-0-1- 3-6-0 3111 2-5-8 1 4-4-12 3-8-4 4-2-12 4-2-12 5-5-8 5-6-8 6-0-0 ( 7-0-0 _1_ W7 22-0-0 _1_s t 7-0-0 _f f 2-5-8 f 8-1- 0 T 13-11-0 T 5-6-8 T 6-0-0 36-0-0 Over 2 Supports R-3619 Ws5.5" U-1080 R-3055 W-5.5' U-930 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale -.1875"/Ft. O O O O MBRACIN6.G"REFERTRUSSES HIBEQUINE (NANOLIN6 [NSTALIAT ONFABRICATION. B0.ACINGDLIPUBLISHEDSHIPPING. BY TPIINSTALLATION PLATE TC LL 20.0 PSF REF R732- -50095 O Q INSTITUTE, 583 D'0NOF10 OR.. SUITE 200, MADISON, N1 S3719), FOR SAFETY PRACTICES PRIOR TO TC D L 15.0 PSF DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED O Q STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97099018 ••IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � T 7-�7-�� IRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO B C L L 0.0 P S F T X-E N G A F/CWC .("f OZ�T �t7ss'� O BUILD THE TRUSSES (N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLATION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS SWITHTA D PAPER AS OCIATION) OF NOS (NATIONAL DESIGN TOT.L D. 45.0 PSF S E Q N - 24970 SP ECIF ICA[[ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF POGA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1• 2 5 FROM M E J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Q Q Q T-7 DRAWINGS 130, ISO AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN SPACING 24.0to L.� OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY ODER WAY. 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T2 36' Ste down Hi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFF TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 22.46 FT MEAN HGT, BOT CHORD 20 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 20 SP #3 :W9 2x4 SP #2 Dense: WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE TO WEB WITH 8d NAILS @ 4" 0/C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. C5X8vo C2X4III C5X5= C3X4= C5X6(R) I C4X8* 6r -� 6 C3X40 C3X8s C2X4III 13-2 C5X12m C6 (A) 1-3-2 C3X8-C2X4IIf UX4= C2X4III C3X12= C5X5= C3X4= C3X8- 1-10-7 9" STEP 1 l0 7 2.3-12 1-8 0 8 [_ 1 6-8-4 I 5-4-1 SIE 5-9-14 SIE 5-1-12 4-2-8 l 4-6-0 �1 2-5-BT?` 4-0-8 �4- 5-5-13 T 5-9-14 T 5-3-8 8-10-4 1 I CC 9-0-0 __I_ 18-0-0 _I_ 9-0-0 2-5-8-1 - -5-a 8-1-0 T 25-5-8 -01 36-0-0 Over 2 Supports - _ l R-1755 W=5.5" U-550 R-1755 14=5.5" U-550 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/I/-/El-/- Scale -.1875"/Ft. O O O ,DRAG NG G'REFER UTOEHID 91IR(HANDLING INSTALLATION E EXTREME CARE IN )AND IBRACING). PUBLISHED ON, HANDLING. IBY TPI INSTALLATION PLATE TC LL 20.0 PSF R E F R732- -50096 O Q INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 15.O P S F DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED QSTRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97099019 "IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO B C L L O.0 PSF TX-ENG AF/CWC Z�T�RS �A BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLATION ORDRACIMG OF TRUSSES. THIS DESIGN CONFORMS YITN A►PLICABLE PROVISIONS OF NDS (NATIONAL DESIGNTOT.LD. 45,0 PSF SE0N - 24979 SPEC IFICAT IDR PUBLISHED BYTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINES CONNECTORS ARE MADE OF 2OGA ASTH AG 53 GR37 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.2 5 FROM M E J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 24.0 O O OFA THE TRUSS DEPICTED HEREA AAND SHALLNNOTEBE'RELIED UPONHIN ANYWOTAIER APPLIESONLY TO THE DESIGN S P A C I NG " 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T3 36' Ste down H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFI TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 22.96 FT MEAN HGT, BOT CHORD 20 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 :W9 2x4 SP #2 Dense: WIND TC OL — 15.0 PSF, WIND BC OL — 10.0 PSF. (A) 1X4 'T' BRACE, #3 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE TO WEB WITH 8d NAILS @ 4' 0/C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. i C5X6o C3X4- C5X6mw C3X4 C4X8-* 6 r (A) -1 6 C2X4M C3X80 C2X4 N T (A) T 1-3-2 C5X12s C5X8= 1-3-2 C3X8- C2X4111 C2X4III C3X12= C5X5= C3X8- 9" STEP C2X4III 1 O-1 C2X411 1 l0 7 2.3-12 _ 2-5-8 8-B-4 0 g 7-3-12 8-6-8 9-5-8 -0-0 14-0-0 11-0-0 2-5.8 33-6-8 36-0-0 Over 2 Supports R-1755 W=5.5' U-550 R-1755 Ws5.5' U-550 PLT TYP. Clar V2 Design Criteria: TPI 17.3u6 FL/-111-/E/-/- Scale —. 1875"/Ft. Q Q f-� Q --WARNING"' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLATION AND T C L L 20.0 P S F REF R732- -50097 �l BRACING. REFER TO HIB•91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 D.ONOFIO DR., SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 15.0 PSF DATE 04/09/97 O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED p O STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL Z0.0 PSF DRW TXUSR732 97099020 ••IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPIlVE P0.0DUCTS. IRC. $MALI NOT BE RESPONSIBLE F00. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD IN IT IN CONFORMANCE WITH TP 1: OR FABRICATING, HANDLING. SHIPPING, INSTALLATION OR BC LL 0.0 PSF T X-ENG AF/CWC 7 DALY. Z-TRUSS B0.ACIMG OF TRUSSES. THIS DESIGN CONFORMS Y[TN APPLICABLE PROVISIONS OF NDS (NATIONAL OESI GN TOT.LD. 45.0 PSF SEQN - 24989 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EACCONNEFAC0EESOF TRUSS• AND2UMLESSTOTHERWISE3LOCATED 01 THIS EDESIGN.. POSITION CONNECTORSXCEPT AS NOTED. APPLY EPEORS TO D U R. FAC 1. 25 �. 2 5 FROM M E I O + OF THEBTRUSS DEPICTED NIKEAAND SHALLNNOTEBE RELIED UPON IN ANYWOTNERPWAYEL'S ONLY TO THE DESIGN SPACING 24.0" ` 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T4 36' Ste down Hi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFF TOP CHORD 2x4 SP 12 Dense SBCCI CRITERIA. 110 MPH WIND, 23.46 FT MEAN HGT, BOT CHORD 20 SP 12 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 20 SP 13 WIND TC DL - 15.0 PSF, WIND BC DL - 10.0 PSF. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. C5X8-- C2X4III C5X5ft C2X4III C5X50 C5X54 6r- � 6 C2X41u C3X8e C3X8t 1-3-2 C5X12= C7C2X41H 1 3-2 C2X4M C3X6m C3X8m C5X5=— C4X5- y C3X8= C2X69 9" STEP 1 10-7 1 10-1 2-3-12 -12 4-2-4 _1_ 4-2-4 2 3 — 5-0-0 t1j. 5-0-0 - 6-6-0 6-6-0 sl 2-5-81 8-1-0 —1-2-7-4- 1— 4-10-4 -1- 5-1-12 -1- 6-4-4 - 1 6-6-0 1_ 13-0-0 i_ 10-0-0 _i_ 13-0-0 ,I 8-1-0 T 25-5-8 36-0-0 Over 2 Supports _ J R-1755 W-5.5" U-560 R@1755 W-5.5' U-560 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/11-/E/-/- Scale —. 1875 Ft. O O •BRACING. RACING G•REFER TO EHIB 911RE EXTREME CARE IN(HANDLING INSTALLATION LAND CATIBRACING)`IP BRACING). (TRUSS IBY TPI INSTALLATION TOPLATE TC LL 20.0 P S F R E F R732- -50098 INSTITUTE. '.3 PERFORMING TNESE,FUNCTIONS. UNLESS OTHER WISESINDEN. CATED.5TOP9C)HORDRSMALLTHAVEAPR PERLYRATTACHED TC DL 15.0 P S F DATE 04/09/97 Q O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0- PSF DRW TXUSR732 97099021 ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 0 BUIIDCTHE TRUSSESALL NOT BE IN CONFORMANCEOWITHLTPIORORANY FABRICATING."HANDLING, SHIPPING. INSTALLATION OR BC LL O.0 P S F TX-ENG AF/CWC Z�T LPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT. L D. 4 5.O P S F S E O N - 24994 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE RUSS CONNECTORS ARE MADE OF 20GA ASTM A653 GR31 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1 .25 F R 0 M M E J EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OM THIS DESIGN, POSITION CONNECTORS PER O O Q DRAWINGS 130, 150 AND 160 A-F. AM ENG]NEER'5 SEAL ON THIS GRAYING APPLIES ONLY TO TXf DESIGN SPACING ;4.out P THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T5 36' Ste down Hi THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFI TOP CHORD 20 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 23.96 FT MEAN HGT, BOT CHORD 20 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 20 SP #3 WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. (A) 1X4 'T' BRACE, #3 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE TO WEB WITH 8d NAILS @ 4" 0/C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. C5X5vm C5X5ft C5X50 C5X54b, 6 r- 6 C4XS O C4X8+► C2X4 IY C2X4 M 1-3-2 (A) (A) 1-3-2 C3X8= C3X4= C5X8= C5X5= C3X4= UN- 1-10-7 1-10-7 - - -0- - 6-0-0 5-0-0 -O- 5-0-0 7-6-0 7-6-0 6-0-0 7-6-0 7-6-0 I 15-0-0 I 6-0-0 I 15-0-0 ,I 36-0-0 Over 2 Supports 0-1 R-1755 W-5.5" U=560 R-1755 W=5.5' U-560 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/11-IE/-/- Scale —. 1875"/Ft. O * BRA IMG ALLATION AND TO WARNING*REFER TRUSSES RIB I. (HANDLING INSTALLATIONIANDIBRACING)`IPUBLISHEDIBY TPIST(TRUSS PLATE TC LL 20.0 PSF REF R 7 3 2- -5 0 0 9 9 O INSTITUTE. 663 D'ONOFIO DR.. SUITE 200, MADISON. WI 63719), FOR SAFETY PRACTICES PRIOR TO T C D L 1 5.0 P S F DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED p O STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CIELING. C DL 10.0 PSF DRW TXUSR732 97099022 ••IMPORTANT'• FURNISH A COPY OF 7141SB 1S DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p AT PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO B C LL 0.0 PSF TX-ENG AF/CWC G ��SS BUILD THE TRUSSES IN CONFORMANCE PITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 45.0 P S F SEAN - 24996 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1.25 CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO DUR.FAC. FROM MEJ CE OF OFCTNEATR 130USS DEPICTED 160EAND LESS ANO SAN ENISE GIN NOT BECATED ON THIS RELEAL ON OIRIS DRAW. POSITIONIANY NG APPLIES CONNECTORS PER • DN AYINGS 130, 1 SO ANO 160 A N AN ENGINEER'S SEAL ON THIS GRAYING APPLIES ONEY TO THE DESIGN SPACING 74.011 ' 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T6 36' Ste down H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 24.46 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL — 15.0 PSF, WIND BC OL — 10.0 PSE. (A) IX4 'T' BRACE, #3 HEM-FIR OR BETTER. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ATTACH BRACE TO WEB WITH 8d NAILS @ 4' 0/C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. C5X5 v- C5X5ft C5X5,0 C5X5+ C081 6 r— 6 C4X8+ (A) (A) C2X4 NI C2X4 UI 1-3-2 (A) (A)1/ 1-3-2 FT1 .L C3X8- C5X5= C3X8=C5X5m C5X5- C3X8- 1.10-i 2-0-0 8-6-0 8-6-02.0-p B-6-0 8-6-0 L 17-0-0 _I I 17-0-0 I 36-0-0 Over 2 Supports— R-1755 W=5.5' U-570 R-1755 14=5.5' U-570 PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL - 1 - E - - Scale =.1875" Ft. O O Q O * * W A R NI N G •• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLATION AND BRACING. REFER TO HIO-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC ILL 2 0.0 P S F R E F R 7 32- -5 0 10 0 O IKSTXTUTE, 583 O'OKOFIO OR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUKCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 15.0 P S F DATE 04109/97 O O STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97094023 IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED T 7-�-� PRODUCTS. INC. SMALL NOT 8E RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN: ANY FAILURE TO p ALP P K Iv fy 8UILD THE TRUSSES IN CONFORMANCE YITN TP 1: OR FABRICATING. HANDLING. SNIPPING, INSTALLATION OR D C L L 0.0 P S F TX -ENG AF/CWC !!��JL J .a+ L BRACING OF TRUSSES. TNES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 45.0 PSF S E 0 N - 24998 T��� COKKECTOKS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO v EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R.FAC. 1.25 FROM M E J O '0 AE OFINGTRUSS DEPICTED HEREAAND SHALL ENGINEER'S RELIED UPON IN ANY THERPWAYES ONLY TO THE DESIGN SPACING 24.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T7 36' Common THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 24.71 FT MEAN HGT, BOT CHORD 2x4 SP 12 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. (B) 1X4 'T' BRACE, #3 HEM-FIR OR BETTER. (A) 2X4 'T' BRACE, #3 HEM-FIR OR BETTER. ATTACH BRACE TO WEB WITH 8d NAILS @ 4' 0/C. ATTACH BRACE TO WEB WITH 16d NAILS @ 4' O/C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. C5X5@ C3X4# C3X4** CH80 6 6 M8+ (B) (B) C2X410 C2X4 M r (A) (A) r 1-3-2 1-3-2 JL 1 C3X8- C5X5= C3X8= C5X5= C3X8w L10_1 1 10-7 10-0-0 8-0-0 8-0-0 10-0-0 I_ 18-0-0 _1_ 18-0-0 _t 36-0-0 Over 2 Supports R=1755 W=5.5' U-570 R-1755 W-5.5' U-570 PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL - 1 - E - - Scale —.1875"/Ft. O O +BRACING*WARNING• 11 IN TOEHIS-911R(HANDLING INSTALLATIONE EXTREME CARE IN I&NOIBRACING)`IP BLISHEDBY TPISHIPPING. INSTALLATION (TRUSS PLATE TC LL 20.0 PSF REF R732- -50101 INSTITUTE, SB3 0.OMOF10 DR., SUITE 200, MADISON, MI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 15.0 P S F DATE 04/09/97 OSTRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. 'IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW TXUSR732 97099024 ALPINE PRODUCTS. INC. SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION THIS DESIGN; ANY FAILURE TO BC LL 0.0 P S F TX-ENG AF/CWC O O BUILD THE TRUSSES IN CONFORMANCE WITH TP i; OR FABRICATING. HANDLING. ING. SNl41 lKG. INSTALLATION 00. BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN rl��{ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE TOT.L D. 45.0 PSF S E O N - 25000 TRUSS S CONNECTORS ARE MADE OF 20GA ASTM A663 GR37 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRO SS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R.FAC. 1.25 FR0M M E J O O Q DRAWINGS 130. 160 AND 160 A-F. AN ENGINEER'S SEAL ON THIS GRAYING APPLIES ONLY TO THE DESIGN SPACING 2fl 0" Of THE TRUSS DEPICTED HERE AND SMALL NOT BE RELIED UPON IN ANY OTMLR WAY. 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T8 36' Ste down Hip)__ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 23.46 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 :W9 2x4 SP #2 Dense: WIND TC DL - 15.0 PSF, WIND BC DL - 10.0 PSF. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. (A) 1X4 "T" BRACE, #3 HEM-FIR OR BETTER. ATTACH BRACE TO WEB WITH 8d NAILS @ 4" 0/C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. C5X5!o C3X4;-- C7X8ft C5X5e C5X5,o 6 (A) (A)(A) W -( 6 C5X12e C3X8,0 C2X41I T C6X8- ,- 1-3-2 4 4 1-3-2 JL ;;:: I - fl. -A- C2X6 M C4X5- C5X8= C5X51m C4X8+ L-12011 1-10-7 1 6-6-0 6-6-0 1� 5-0 0 I ` 0 0 0� 4 4-6-12 �j 4-0-0 _I 4-0-0 �I 6-6-0 -1 6-4-4 -1 7-7-4 � 7-6-8 -1 8-0-0 1 t 13-0-0 _I_ 10-0-0 _i_ 13-0-0 _ _1 fE 20-5-8 'T` 7-6-8 'T 8-0-0 i 36-0-0 Over 2 Supports R-1756 W-5.5" U-560 R-1755 W-5.5* U-560 PLT TYP. Clar V2 Design Criteria: TPI 17.3u6 FL/-/l/-IE/-/- Scale -. 1875"/Ft. *•WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLATION AND O $RACING. REFER TO 018.91 (NANOLING INSTALLATION AND $RACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R732- -50102 INSTITUTE. 683 O'ONOFIO OR., SUITE 200, MADISON, WI 63719). FOR SAFETY PRACTICES PRIOR TO T C D L 1 5.0 P S F DATE 04/09/97 . PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED p S" "TRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. C DL 10.0 PSF DRW TXUSR732 97099025 IMPORTANTFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B BUILD THE TRUSSES IN CONFORMANCE WITH TPIORORAFABRICATING DEVIATION FROM SHIPPING. INSTALLATION OR C� PINE C� BC LL 0.0 PSF TX-ENG AF CWC BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 4 5,0 P S F S E O N - 25004 d SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ;TRUSS CONNECTORS ARE MADE OF LOGA ASTM A663 GR37 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO , . 1.25 FR0M MEJ FACN FACE OF TRUSS. AND UNLESS OT HERYESE LOCATED ON THIS DESIGN, POSITION CONNECTORS ►ER © O O DRAWINGS 130. 160 AND 160 A-F. AN ENGINEER'S SEAL ON THIS ORAYING AP►LIES ONLY TO THF DESIGN SPACING 4.0" �J OF THE TRUSS DE, ICT EO XENF AND SMALL NOT BE RE IIEO UPON IN ANY OiNER YAY. 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T9 36' Ste down Hi THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 22.96 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. (A) IX4 'T' BRACE, #3 HEM-FIR OR BETTER. ATTACH BRACE TO WEB WITH 8d NAILS @ 4' 0/C. (B) 2X6 'T" BRACE, #3 HEM-FIR OR BETTER. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ATTACH BRACE TO WEB WITH 16d NAILS @ 4" 0/C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. C5X5ra C3X4= C2X401 C6X8iw CU40 HS4124* 6 r (A) (A) --T 6 C3X8,0 (B) C2X4 M T 07X8= T 1-3-2 4 4 1-3 C2X601 C4X5- C5X8m C5X121m C6X12s 1 10 7 1 10-7 �E 5-6-0 SIE 5-6-0 � , 4-8-12 __1_ 4-10-8 + 4-4-12 _1_ 5-§-0 __- 5-6-0_ ,J 5-6-0 1 5-4-4 I 9-7-4 7-6-8 8-0-0 TE 11-0-0 _1_ 14-0-0 _1_ 11-0-0 �J 20-5-8 T 7-6-8 T 8-0-0 1 36-0-0 Over 2 Supports R-1756 W-5.5' U-550 R-1755 W=5.5' U-550 PLT TYP. High Stren th Clar V2 . Design Criteria: TPI 17.3u6 FL/-/I/-/E/-/- Scale -.1875" Ft. -I O O O WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLATION AND TC LL 20.0 P S F REF R732--50103 BRACING. REFER TO RIB-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'OMOFIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO T C D L 15.0 PSF DATE 04109197 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED O O STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CIELING. p ••IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW TXUSR732 97099026 T ^ ►ROOUCTS, IMC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIATION F0.ON THIS DESIGN: ANY FAILURE TO V C L L 0.0 P S F T X-ENG AF C W C O e J A `—� NUIIO INE TRUSSES IN CONFORMANCE YITN TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR L L BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 45.0 P S F S E QN - 25006 S►ECIFICATION PUBLISNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TRUSS ['t CONNECTORS ARE MADE OF 20GA ASTM A653 6R37 GALV. STEEI. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R,FAC. 1.25 FR0M M E J u J EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q Q aO © DRAWINGS 130, 160 AND 160 A-F. AN ENGINEER'S SEAL OM THIS DRAWING APPLIES ONLY TO THE DESIGN SPACING 24.0" OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. ' 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T10 36' Ste down Hi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 20 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 22.46 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. (A) 1X4 -T" BRACE, #3 HEM-FIR OR BETTER. ATTACH BRACE TO WEB WITH 8d NAILS @ 4' 0/C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. C5X6(R) I C3X4= C5X5= C6X8mw C4X8t C5X12* 6 r (A) _ 6 C2X4III C2X41p r C7X8- -r 1-3-2 (A) q 4 1-3-2 C3X8;FiI C5X5= C3X4= C5X12s C5X84w 1 10 7 1-10.7 I 4-6-0 _I 4-6-0 ,1� 5-8-12 .1, 5-10-8 .1, 6-4-12 _1- �5-0-0 —1- 4-0-0 f 8-10-4 1` 5-10-8 i 5-8-12 7-6-8 T 8-0-0 I 9-0-0 1_ 18-0-090-0 1 20-5-8 -1 - 7-6-8 'f-- 8-0-0 36-0-0 Over 2 Supports --� R-1756 W-5.5' U-550 R-1755 W-5.5" U-550 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/I/-/E/-/- Scale -.1875"/Ft. O O O *•YARNING,•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLATION AND TC LL 20.0 P S F REF R 7 3 2- -5 0 1 0 4 BRACING. REFER TO HIO-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O PTO ERFORMING THESE'FUNCTIONS. UNLESS OTHERWISEOKOFIO DR.. SUITE 10, SONINDICATED.. 111STOP9CHORDRSHALLTHAVEACTICES PROPERLYRIOR ATTACHED TC CIL 15.0 PSF DATE 04/09/97 OSTRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10,0 PSF ORW TXUSR732 91099027 ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p PROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO B C L L 0.0 PSF TX-ENG A F/C W C ALPINEBUILD THE TRUSSES IN CONFORMANCE WITH T►1: OR FABRICATING. HANDLING, SHIPPING, INSTALLATION O0. BRACING OF TNUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESJ6M TOT.L D. 4 5.0 PSF S E Q N - 25008 SPECIFICATION PUBLISHED BY THE AMENICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TRUSS CONNECTORS ARE MAGE OF 206A ASTM A653 GR 3T 6ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.25 FROM M E J �1 EAC: FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COMHECTONS PEA DRWIS 130. 160 APO 160u O 0 Q OFAINE TR US$0EPI CT ED HEREAAND S:ALLNAOTE8EI RE LIED UPONNIN ANYWOTHERPWAYES ONLY TO THE DESIGN S P ACING 2 .00 ' 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T11 36' Ste down Hip Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense 2 Complete Trusses Required BOT CHORD 2x6 SP SS :83, 84 2x4 SP #2 Dense: WEBS 2x4 SP #3 :W13 2x4 SP 12 Dense: NAILING SCHEDULE: (fid-box-nails) TOP CHORD: 1 ROW @ 7" o.c. BOT CHORD: 1 ROW @ 10" o.c. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** WEBS : I ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS SPECIAL LOADS IN EACH ROW TO AVOID SPLITTING. " ---(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 70 PLF at -2.00 to 70 PLF at 7.00 SBCCI CRITERIA. 110 MPH WIND, 21.96 FT MEAN HGT, TC - From 143 PLF at 7.00 to 143 PLF at 20.00 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, TC - From 70 PLF at 20.00 to 70 PLF at 38.00 WIND TC DL - 15.0 PSF, WIND BC DL - 10.0 PSF. BC - From 20 PLF at 0.00 to 20 PLF at 7.00 BC - From 44 PLF at 7.00 to 44 PLF at 20.00 RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. BC - From 20 PLF at 20.00 to 20 PLF at 36.00 BC - 529 LB Conc. Load at 7.00 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BC - 1395 LB Conc. Load at 20.00 SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD(S). C5X6s% C3X5- C5X5- C2X411 C3X4- HS412jw C5X124OV 6 r- -1 6 C3X8♦ B3 4 �UX41u T HS512- x- 1-3-24 4 L- 1-3-2 i C2X6 N C8X12= C3X4m C9X12= C4X8f 29 395 1.10-7 ( 1 10-7 - -5- 4-4- W - 4 - 6-10-4 6-10-8 6-8-12 7-6-8 8-0-0 I_ 7-0-0 _i. 22-0-0L_ 7-0-0 „I 20-5-8 '1� 7-6-8 �T� 8-0-0 1 36-0-0 Over 2 Supports R-3588 W-5.5" U-1070 R-3105 W-5.5" U-940 PLT TYP. High Stren th C1ar V2 Design Criteria: TPI 17.3u6 FL/-/I/-IE/-/- Scale -.1875" Ft. O Q •'WARNING'* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLATION AND TC LL 20.0 PSF REF R732--50105 BRACING. REFER TO 010.91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ST T OT 663 DOOFIO DR., SUITE 200.O O TO PERFORMING THE SE' FUNCTIONS. UNLESS THERWISESINDICATED.STOP9CHORDRSMALLTHAVEACTICES PROPERLYRIOR ATTACHED TC DL 15.0 PSF DATE 04/09/97 O Q STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 1O.0 PSF DRW TXUSR732 9709902E •*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED o t�P�E o ►ROOUCiS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO p 8UIL0 THE TRUSSES IN CONFORMANCE YITH T►1: OR FABRICATING, HANDLING. SHIPPING. INSTALLATION OR B C LL C0.0 PSF TX/-ENG �E N G A F C W C BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 4:7.0 PSF S E Q N - 24967 SPECIFICATION PUBLISHED BY TOE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE r��T T�[1 CONNECTORS ARE MADE OF 20GA ASTM A663 6837 6ALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO V J EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OM THIS DESIGN. POSITION CONNECTORS PERDRWINOUR.FAC. 1.25 FROM M E J O �� O OFATHE6TRUSS DEPICTED HEREAAND SHALL NNOTEBE•RELIED UPONNIN ANYWOTYER APPLIESONLY TO THE DESIGN SPACING 2.4.I]" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T12 7' Mono Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SPECIAL CONNECTION/HANGER FOR 1473.28# REACTION AT RIGHT END. BOT CHORD 2x6 SP SS WEBS 2x4 SP #3 SBCCI CRITERIA. 110 MPH WIND, 21.96 FT MEAN HGT, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL — 15.0 PSF, WIND BC DL — 10.0 PSF. THIS GIRDER DESIGNED TO CARRY 17-00-00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. FROM OTHER SIDE. C2X4III C3X5,0 6 � 4-9-2 C3X5*s T 6� 1-3-2 ri C5X6m C3X5= C2X4Ia Dtl12_3-4-4 -4-4 0 -12 0 3-4-4 3-6-0 7-0-0 Over 2 Supports�� R-1473 W=5.5' U-270 R-1473 W=3' U=470 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/I/-/E/-/- Scale -.375"/Ft. Q Q Q O ..WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLATION AND TC ILL 2 0.0 P S F REF R732- -50106 BRACING. REFER TO HIB-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE O Q INSTITUTE, $83 D'ONOFIO DR.. SUITE IOO. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 1 5.0 P S F DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED q Q STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 47099029 ••IMPORTANT-• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7-�77--. PRODUCTS, INC. SNALL 107 BE RESPONSIBLE FOR ANY DEVIATION FROM TM1S DESIGN: ANY FAILURE TO BC ILL 0•0 P S F TX-ENG A F C W C 00 OrT eJ A,"'Ny O BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLATION OR L 11,i-./ BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF KOS (NATIONAL DESIGN ,1 all IFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE T OT.L D• '+5.0 P S F S E Q N - 24928 RUS S CONNECTORS ARE MADE OF 2OSA ASTM AGS] GR31 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.2 5 FROM M E J fACN FACE OF TRUSS, AND UNLESS OTNERY ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OFATHEGT.01 DEPICTED HEREAAND SMALLNNOTEBE'RELIED UPONHIN ANYWOTHERPWAYES ONLY_TO THE DESIGN S PACING 2 4 O'l 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T13 3' Mono Girder THIS DWG PREPARED-FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SPECIAL CONNECTION/HANGER FOR 466.84# REACTION AT RIGHT END. BOT CHORD 2x6 SP SS WEBS 2x4 SP #3 SBCCI CRITERIA. 110 MPH WIND, 20.96 FT MEAN NGT, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD(S). THIS GIRDER DESIGNED TO SUPPORT 12-00-00 SPAN HIPSET TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. WITH 03-00-00 SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE. OPPOSITE SIDE SUPPORTS 00-00-00 JACKS. JACKS HAVE 2 PANEL TOP CHORD AND NO END VERTICAL. C2X4 ui 6 C3X4� T 2-9-2 1-13-2 K C3X4- C2X4 M 417 T 0- - - -12 2 8 8 O12 0.111-2 2-10-4 3-0-0 Over 2 Supports R-59 W$5.5' U-200 R-467 W=3' U-410 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-I- Scale -.5"/Ft. Q Q O O '•YARNING•* TRUSSES REQUIRE EXTREME CARE 10 FABRICATION. HANDLING. SHIPPING, INSTALLATION AND TC LL 20.0 P S F REF R732- -50107 BRACING. REFER TO RIO-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 683 D'OROFIO DR.. SUITE 100, MADISON. NI 63719), FOR SAFETY PRACTICES PRIOR TO O O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 15.0 P S F DATE 04/09/9 O O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC OL 10.0 PSF DRW TXUSR732 91099030 ••IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � T T�7-� PRODUCTS, INC. SHALL 101 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO Z�T�; S*' LP �{ O BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLATION OR BC LL 0.0 P S F TX-ENG AF/C W C 11 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.LD. 45.0 P S F S E A N 24;15 S CONNECTORS ARE MADE OF 206h ASTM OTHERWISE GR 3i GALE. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.2 5 FROM MEL] EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER O O O 0DRAWI*GS 130, 160 AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING AP PLIES ONLY TO THE DESIGN SPACING 2 4 0 OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON 10 ANY OTHERWAY. 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T14 12' Ste down Hip Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SPECIAL CONNECTION/HANGER FOR 601.69# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 SBCCI CRITERIA. 110 MPH WIND, 20.96 FT MEAN NGT, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL – 15.0 PSF, WIND BC DL – 10.0 PSF. SPECIAL CONNECTION REQ'D FOR 30.80 LB. CONCENTRATED LOAD. #1 HIP DESIGNED TO SUPPORT 03-00-00 JACKS WITH NO WEBS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. C4X8- C4X5(R) 6F— —16 C3X4♦ C3X44* T T 1 33--2 C4X5(R) % C5X12m 1-3-2 _14 41 C2X41Y L-c-1-10-71J C2X4III IE 0 3-1-8 T` 5-9-0 '�� 0 3-1-8 ,� 3-0-0 6-0-0_ I 3-0-0 _ 3-1-8 5-9-0 3-1-8 12-0-0 Over 2 Supports R-765 W-5.5' U=300 R-608 Wa3' U-200 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-11/-/E/-/- Scale —.375"/Ft. Q O O Q *•YARM ING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLATION AND TC LL 20.0 P S F R E F 8 7 3 2- -5 0 1 0 8 BRACING. REFER TO NIB-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O O INSTITUTE. 583 D'ONOFIO DR., SUITE 200. MADISON, WI $3719). FOR SAFETY PRACTICES PRIOR TO {C 0 L 1 5.0 P S F DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED { O Q STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97099031 •• ••IMPORTANTFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p T P��TE PRODUCTS. INC. SNALL NOT BE RESPONSIBLE F00. ANY DEVIATION fRON THIS DESIGN; ANY FAILURE i0 p C L L 0.0 P S F T X-E N G AF/CWC O ALPINE 1 O BUILD THE TRUSSES IN CONFORMANCE YITN TP 1: OR FABRICATING, HANDLING, SNIPPING, INSTALLATION OR BRACIRa OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.LD. 45.0 P S F S E O N 24917 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPC. ALPINE TRUSS CONNECTORS ARE MADE OF 20GA ASTM A663 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.2 5 FROM M E J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O DRAWINGS 130. IS AND 160 A4, AN ENGINEER'S SEAL ON THIS paAWIN6 APPLIES ONLY TO THE DESIGN SPACING 24.0" OF iNE TRUSS DEPICTED HERE AND SMALL NOT Of RELIED UPON 10 ANY 07Hn WAY. 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T15 17' Ste down Hip Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP I12 Dense SPECIAL LOADS BOT CHORD 2x4 SP X12 Dense :64 2x6 SP SS: ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) WEBS 2x4 SP #3 TC - From 70 PLF at -2.00 to 70 PLF at 0.00 TC - From 82 PLF at 0.00 to 82 PLF at 14.00 TC - From 70 PLF at 14.00 to 70 PLF at 18.87 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BC - From 44 PLF at 0.00 to 20 PLF at 0.00 BC - From 44 PLF at 0.00 to 24 PLF at 14.00 SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD(S). BC - From 20 PLF at 14.00 to ED PLF at 17.00 BC - 467 LB Conc. Load at 12.00 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BC - 31 LB Conc. Load at 14.00 SBCCI CRITERIA. 110 MPH WIND, 20.96 FT MEAN NGT, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 15.0 PSF, WIND BC DL - 10.0 PSF. CMo C3X5=- C3X6= C5X5ft C2X4 UI C3X6C 1-3-2 C6X6s HS412xx 1-3-2 t CMmm C3Xg 4- C3X80 C2X411 X1-10-7� 41-10-71-j 3-0-0 J- 5-0-4 3-4-8 -142-7-4 E 4-1-8 'T` 3-9-0 '� 3-8-0 - 2-7-4 �` 2-10-4 EE 3-0-0 J- s c a 11-0-0 _I, 3-0-0 .� r 4-1-8 T 3-9-0 1 3-8-0 r 5-5-8 17-0-0 Over 2 Supports R-1175 Ws5.5' U=410 R=1342 W-5.5' U-460 PLT TYP. High Stren th Clar V2 Design Criteria: TPI 17.3u6 FL/-/I/-/E/-/- Scale -.375"/Ft. O O O ••WARNING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLATION AND T C L L 20.0 PSF R E F R732--50109 BRACING. REFER TO NIB•91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IRSTIT,TE, 583 O'ONOFIO DR., SUITE 200, MADISON. Y1 53119), FOR SAFETY PRACTICES PRIOR TO T C DL 15.0 PSF DATE 04/09/97 O O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED O O STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97099032 *•IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED INE ^ PRODUCTS. INC. SHALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p LJ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLATION OR B C LL 0.0 P S F TX -ENG A F C W C BRACING OF TRUSSES. TRIS OESl6N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT.L O. 45.0 PS F S E 0 N - 24919 S►EC IFICAT ION PUBLISHED BY TME AMER ICAR FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Z�T�; � CONNECTORS ARE MADE OF 20GA ASTM A6S3 GR31 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OUR.FAC. 1.25 FROM MEJ /.� EACH FACE OF TRUSS, AND UNLESS OTNERY ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER q OF THEGTRUSS•DEPICTED HEREAAPO SHALLNNOTEBE,RELIED UPONTHIS 11 ANYDRAWING OTRERRWAYES ONLY TO THE DESIGN SPACING N.0 N 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T16 17' Ste down Hi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SPECIAL CONNECTION/HANGER FOR 757.30# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 SBCCI CRITERIA. 110 MPH WIND, 21.46 FT MEAN HGT, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL - 15.0 PSF, WIND BC DL - 10.0 PSF. (A) 1X4 'T' BRACE, #3 HEM-FIR OR BETTER. ATTACH BRACE TO WEB WITH 8d NAILS 0 4" 0/C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ` C6X6*s C4XB=- 6F— —16 C2X4 M C3X4♦ T C4X5(R) u1 T 1-3-2 14 4 1-tt3-2 � C4X8- CH4111 C3X6.o 41-10-7wJ L 5-0-0 _I_ 7-0-0 _I_ 5-0-0 J NE 6-0-0 'T 5-6-8 'i 5-5-8 _1 I_ 5-0-0 _1_ 7-0-0 21_ 5-0-0 6-0-0 5-6-8 5-5-8 17-0-0 Over 2 Supports R-908 W-5.5' U=340 R-757 W=3' U=200 PLT TYP. Clar V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale -.375"/Ft. WARNING.0 O O :ACING. .1tFERUTOEOIB-9ILR(HANDLING INSTALLATIONIANDIBRACIMG). P BLISHEDI11 TPI (TRUSS E EXTREME CAME 11 ON. HANDLING. INSTALLATION PLATE TC LL 20.0 PSF REF 8732--50110 O INSTITUTE. 583"ONOF10 OR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 15.0 PSF DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 90770H CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. O O •"IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P S F D R W T XUSR732 9 70 99033 TN.�T�7-� PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO O �1 ,"I N-� O BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR BC LL 0./0� PSF TX-ENG AF/CWC ., TRUSS K1 it\iJ S►EC[F ICATIOACING OF NB►UBLISXED THIS TNF DESIGN AMFR AMERICAN OFOREST MS WITH ANG APPLICABLE A550C/AT ASSOCOf NO$IATION) D TPI.(NATIONAL DESIGN TOT.L D. 4 5.0 P S F S EON - 24921 1 t�US S CONNECTORS ARE MADE OF 20SA ASTM A6S3 GR37 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO R E-� EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p U R.FAC 12 5 F OM M E J O -� u OFAI, TRUSS DEPICTED HEREAAMD SHALLNNOTEBE RELIED UPORHIN ANYW THERPWAVES ONLY TO THE DESIGN S P A C I N G 24.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T17 17' Ste down H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFI TOP CHORD 2x4 SP #2 Dense SPECIAL CONNECTION/HANGER FOR 757.29# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 SBCCI CRITERIA. 110 MPH WIND, 21.96 FT MEAN NGT, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 15.0 PSF, WIND BC DL - 10.0 PSF. TRUSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. C5X5io C5X5ft 6 r '16 C3X5,0 UX44# T C5X6a T 1-3-2 1-3-2 �L J 4 4 �-- C4X5(R) N C2X4 11 41-10-7-j C2X411 1 7-0-0 _1_ 3-0-0 _L_ _ IQ-0 J 6-0-0 'T` 5-6-8 'T` 5-5-8 I I 7-0-0 _i 3-0-0 _1_ 7-0-0_ 6-0-0 '� 5-6-8 'f` 5-5-8 17-0-0 Over 2 Supports i R-908 W=5.5` U-330 R-757 W=3' U-200 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/11-/E/-/- Scale -.375"/Ft. **WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLATION AND O O O BRACING. REFER TO H18-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R732-50111 O O PESTITUTE. 693 DONOFJO DR.. SUITE 200.RR TO FORMING THESE'FUNCTIONS. UNLESS OTHERWISESINDICATED. TOP9CHORDRSHALLTNAVEAPR CTICES PERLYRATTACKED TC OL 15.0 PSF DATE 04/09/97 STRUCTURAL PANELS, 00170M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97099034 l-J *•IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED TTZZT14Z T m PRODUCTS, C. SHALL 107 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1� ",H BUILD TXE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLATION OR B C L L 0.0 PSF T X-ENG AF CWC (, t,.0 SPall EC IFICACING A�ION PUBLISHEDTBYSTNE SANERitANIGN OFORESTRMS TANOPPAPE0.8ASSOCUTIOMI LE SANG TPi.OF NUS (NALPIN£L DESIGN TOT.LO. 45.0 PSF SE0N 24923 1 S CONNECTORS ARE MAGE OF TOGA ASiM A653 G1t7i 6ALY. StEEI, EXCEPT AS NOTED. APPLY CONNECTORS TO OUR.FAC. 1.25 FROM M E J EACH FACE OF TRUSS, AND UNLESS OTNERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iS SEAL ON CD O O OF-REGTRUSS DEPICTED WERE RAND SHALLN001EBE•RELIED UPONNIN ANYWOTHERPMAYES ONLY TO THE DESIGN SPACING Z4.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T18 17' Common THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 12 Dense SPECIAL CONNECTION/HANGER FOR 757.30# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 SBCCI CRITERIA. 110 MPH WIND, 22.34 FT MEAN HGT, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL – 15.0 PSF, WIND BC DL – 10.0 PSF. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. C4X4(R) M C2X4 UI C2X4 III 6 (— ^16 CU50 C3X4A* T C6X6= T 113--2 � 4 4 � l 3-2 C5X12m C2X4 UI 41-10-71J C2X401 - 2-6-0 5 6-0-0 -6-82-10-12 �,�`� 5-5-8 I l 8-6-0 _I, 8-6-0 J 6-0-0 5-6-8 T 5-5-8 17-0-0 Over 2 Supports J R-908 W=5.5' U-330 R-757 Wa3' U-200 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale -.375"/Ft. Q O O --WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLATION AND TC LL 20.0 PSF REF R732- -50112 BRACING. REFER TO RIO-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOF10 ON.. SUITE 200, MADISON. WI 63719), FOR SAFETY PRACTICES PRIOR TO T C D L 1 5.0 P S F DATE 04/09/97 O PERF ORNIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Q O STRUCTURAL PANELS. BOTTOM CHORD SHALL #AYE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR132 97099035 "•IMPORTANT"• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p Z�T LPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C L L 0.0 P S F T X-ENG A F/C W fes/' O BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 4.5.0 PSF S E 0 N - 24925 S►ECIFICAT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE RUSS CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 D U R.FAC. 1.25 FROM M E J EAC: FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A O Q © OFATNEGTR USS•DEPICTED HEREAND $HALLNNOTEBE RELIED UPONNIN ANYWOTHM WAVES ONLY 70 THE DESIGN SPACING 2 M.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T19 19' Mono Hip Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SPECIAL CONNECTION/HANGER FOR 849.45# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 SBCCI CRITERIA. 110 MPH WIND, 15.00 FT MEAN HGT, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. SPECIAL CONNECTION REO'D FOR 12.81 LB. CONCENTRATED LOAD. (A) 1X4 'T' BRACE, #3 HEM-FIR OR BETTER. #1 HIP DESIGNED TO SUPPORT 02-00-00 JACKS AT LEFT END. ATTACH BRACE TO WEB WITH 8d NAP-LS 0 4' O/C. JACKS HAVE NO WEBS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. C5X5Ta C3X5= C5X6= C2X4 RI C3X5$ 2-3-2 1-3-2 C2X4 MC3 8= C5X5- C3X6= 1-10.7 9-0 —1— 5�Q �— 5-8-0 _ _I t`z o 8-0-0 '1 9-0-0 '1 1_2- 17-0-0 _! i19-0-0 Over 2 Supports ---� R-1009 W=3.5' U=280 R-849 Wa3' U-200 PLT TYP. Clary—N2 Design Criteria: TPI 17.3u6 FL - 1 - E - - Scale —.25" Ft. •*YARNING"• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLATION AND O O BRACING. REFER TO HIB-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F REF R732- -50113 INSTITUTE. 683 D'ONOF10 DR.. SUITE 200. MADISON. V! 63119), FOR SAFETY PRACTICES PRIOR TO O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 15.0 P S F DATE 04/09/9_ O Q STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL LO.O PSF DRW TXUSR732 97099036 .IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALP INEPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO p QLJ BUILD THE TRUSSES IN CONFORMANCE OLSIWITH TPIN5 WITH APPLICABLE HANDLING. SHIPPING OF NOS (INSTALLATION OR NATIONAL B C LL 0.0 PSF TX-ENG A F/C W C�' SP EC IFICAT TON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7►1. ALPINE TOT.L D. 45. P S F S E 0 N - 24942 TCONNECTORS AREMADE OF 206A ASTM A663 60.31 GAIY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO DUR.FAC. 1.25 FR0M ME0 EACH FACE OF TRUSS, AND UNLESS OTNERVISE LOCATfD ON THIS DESIGN, POSITION CONNECTORS PER OF 15 ATHEGTRUSS DEPICTED HERE160 ARC L60 AANO SHALLNNOTEBE'RELIED 5 SEA UPONBIN ANYVOTHfit Ay. ONLY TO THE DESIGN SPACING 211.0" R 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T20 16' Scissor) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP X12 Dense SBCCI CRITERIA. 110 MPH WIND, 22.05 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. PROVIDE CONNECTIONS CONTINUOUS TO FOUNDATION FOR 120 PLF AT LONG GABLE STUDS MAY REQUIRE ADDITIONAL BRACING AND STRUCTURAL SUPPORT. CONNECTIONS FOR LATERAL FORCES TO BUILDING DIAPHRAMS ELEMENTS TO TRANSFER WIND LOADS TO THE CEILING AND ROOF DESIGNED BY THE BUILDING DESIGNER AND SUPPLIED BY CONTRACTOR. DIAPHRAMS. SEE DETAIL DRAWINGS 19216(lofl) AND 9087(1-10of1O) . ` TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR VERTICAL LOADS ON TRUSS CHORDS ONLY. FOR WIND LOAD ON THE FACE OF THE TRUSS, STRUCTURAL WEBS (*) REQUIRE ADDITIONAL LATERAL BRACING AT A MAXIMUM SPACING OF 24' O/C TO TRANSFER WIND LOADS TO THE ROOF AND CEILING DIAPHRAMS. BRACING TO BE DESIGNED BY THE BUILDING DESIGNER. C4X4= C2X411 C2X4III C4X6 f` C4X6-'* C2X4M C2X4M C5X6= 0-11-3 C2X4M C2X4111 0-11-3 4 4 C5X5* C5X5ft 1, 4-0-0 _1_ 4-0-0 31 4-0-0 _1_ 4-0-0 �{ 8-0-0 8-0-0 I 8-0-0 8-0-0 J lE 16-0-0 Over Continuous Support _I R-90 PLF W=16-0-0 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale -.375" Ft. O O ••YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLATION AND T C L L 20.0 P S F R E F R732- -50114 BRACING. REFER TO 111 -91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Q INSTITUTE, SB3 D'ONOF10 DR., SUITE 200, MADISON. MI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 15.0 P S F DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED p OSTRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97099037 ••IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Z�T�R � QPRODUCTS, INC. SNAIL NOT BE ANCERESPONSIBLE FQR ANY DEVIATION ANON TICS DE5IGN; ANY FAILURE TO gC LL 0.0 PSF TX-ENG AF/CWC B0.ACINGHOF TUS Is TRUSSES,N CONFO TNISMOESIGNICONFORMSOWITHBAPPLICABLE HPROVISIONSNOF PNDS (NATIONAL TION OR DESIGNSPECIFICATION PN9LISNEO BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) ANO TPf. ALPINETOT.LD. 45.0 PSF SEQN - 24938 j T�(1 CONNECTORS ARE MADE OF 2Ull ASTN A653 GR37 GALY. STEEL, fIfCEPT AS NOTED. AP►LY CONNECTORS TOD(�R,FAC. 1.25 FROM MEJ a EA FACE OF TRY SS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER •O OF THEGTRUSS OEPICTED HEREAAND SHALL NOTE BE RELIED UPONNIN ANY OTVIERPWAYES ONLY TO THE DESIGN SPACING 24.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T21 16' Scissor THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 22.21 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. C4X4= C3X6%0 C3X64* 6 F- 6 C5X6- C2X4 M C2X4 TT 1-3-2 4 4 L_ 1-3-2 41-10-7:1-j CMia CN5l41-10-71J I_ 4-0-0 1 _ 4-0-0E 4-0-0 _1_ _ 4-0-0 _1 8-0-0 8-0-0 1 8-0-0 8-0-0- 16-0-0 -0-0 16-0-0 Over 2 Supports R-855 W-5.5' U-320 R-855 W=5.5' U-320 PLT TYP. Clar V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale —.375"/Ft. *•WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLATION AND p O O O BRACING. REFER TO BIB-91 (HANDLI. SUI TENG INSTALLATION AND BRACING). PUBLISHED BY Tel (TRUSS PLATEINST IT UTC. T C L L 20.0 P S F R E F R732- -50115 O PERFORMING THESE603 BRACING. UNLESS OTHERWISE ONOF 10 DR. 200. SIWOICATEO.WI STOPNCHORDRSHALLTHAVEAPROPERLYCTICES RATTACHEO IOR TO TC DL 15.0 PSF DATE 04/09/97 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. AT�7-� O --IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW TXUSR732 97099038 PRODU �1 ,"' B-{ O BUILDTHETRUSSESALL NOT BE 10 CONFORMANCEOWITNLTPIORORANY FABRICATING.NHANDLING. SNIPPING, INSTALLATION OR BC LL 0.0 PSF T X-ENG A F/C W C ALP■ �1 J1,.L :RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 45.0 P S F S E 0 N - 24936 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TRUSS T�� CONNECTORS ARE MADE OF tOGA ASTN A553 G937 QALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.25 FROM M E J EAC:FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OFATHEGTRUSS DEPICTED HEREA AAND SHALLNNOTEBE RELIED UPONHIN ANYWOTHERPWAYES ONLY TO THE DESIGN SPACING 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T22 16' Scissor) DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFF TOP CHORD 2x4 SP #2 Dense SPECIAL CONNECTION/HANGER FOR 111.81# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP 13 SBCCI CRITERIA. 110 MPH WIND, 22.21 FT MEAN HGT, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL — 15.0 PSF, WIND BC DL — 10.0 PSF. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. C4X4= C3X60 C3X8 a 6 (— � 6 C2X4M C5X6= C2X410 T3- -�-12 —I 4 4 1 1-3-2 C3X6ft L--1-10-7wJ C3X5%o I 4-0-0 I 4-0-0 4-0-0- 1 4-0-0 f 8-0-0 8-0-0 �-- 8-0-0 8-0-0- 16-0-0 -0-0 16-0-0 Over 2 Supports - R-864 W=5.5' U-320 R-712 W-3' U-200 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/I/-/E/-]- Scale =.375" Ft. WARN I NG-- EXTREME CARE INO O ACING. REFER UTOENID-911R(HANDLING INSTALLATION 1ANDIBRACING)`HAND (P BLISHEDIBY TPIST(TRUSSOPLATE TC LL 20.0 PSF REF R 7 3 2- -5 0 1 1 6 INSTITUTE, 593 O'ONOFIO DR., SUITE 200, MADISON, NI $3719), FOR SAFETY PRACTICES PRIOR TO TC DL 15.0 PSF DATE 04/09/97 O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CIELING, BC DL 10.0 PSF DRW TXUSR732 97099039 ALPINE T nT� •"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE E YINSTALLATION CONTRACTOR. ALPINE ENGINEERED l0!�TR �SS O BUILDCTS'THE TRUSSESALL NOT BE IN CONFORMANCEOMIiNLT IORORANY FABRICATING IATIONNAN01. NG'SSNIP IMG, INSTALLATION OR B C L L 0.0 PSF TX-ENG AF/CWC BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGM TOT.LO. 45.0 PSF S E Q N - 24933 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MASE OF 2OGA ASTM A653 GR 31 GAL Y. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OUR.FAC. 1.2 5 FROM M E J EACH FACE OF TRUSS, AMD UNLESS OTNERYISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEN Q DRAWINGS 130, ISO AMD 160 A•F. AN ENGINEER'S SE AI ON THIS PRAYING APPLIES ONLY TO THE DESIGN SPACING 24.0" , OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTMER MAY. 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T23 7' Mono Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SPECIAL CONNECTION/HANGER FOR 1394.53# REACTION AT RIGHT END. BOT CHORD 2x6 SP SS WEBS 2x4 SP #3 SBCCI CRITERIA. 110 MPH WIND, 21.96 FT MEAN MGT, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. THIS GIRDER DESIGNED TO CARRY 16-00-00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. FROM OTHER SIDE. C2X4III CN C3X50 5*0 6 r 4-9-2 T 1-3-2 C4X6- C3X5= C2X4III o- -12 3-4-4 3-4-4 0 12 o- -12 3-4-4 3-6-0 7-0-0 Over 2 Supports--� R-1395 W=5.5' U-260 R=1395 W=3" U=460 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale —.375"/Ft. Q O Q O --WARNING-* TRUSSES REQUIRE EXTREME CARE 1N FABRICATION. HANDLING, SHIPPING, INSTALLATION AND T C L L 20.0 P S F R E F R732- -50117 BRACING. REFER TO 010-91 (NANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O O TO PERFORMING THE SI FUNCTIONS. UNLESS OTHERWISEINSTITUTE. 683D'OXOFIO 0 .. SUITE 200. SOINDICATED.STOP 9CHORDRSHALLTHAVEACTICES PROPERLYRIOR ATTACHED TC DL 15.0 P S F DATE 04/09/97 O Q STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97099040 ••IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE T T 77--. PRODUCTS, INC. SHALL NOT Bf RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C L L 0.0 P S F TX-ENG A F/CWC O' Z�T�R P,"' q-� O BUIIO TME TRUSSES IN CONFORMANCE YITN T►I: OR FABR ICATIN6. XANDL LNG, SNIPPING, INSTALLATION OR 11,J../ SPEC IF ICAT104 PUBLISHED"RACING OF TRUSSES. TBYSTHESIGN AMERICANORMS FORESTTAND PAPERBLE ASSOCIATION)SOF NOS AND TPI.(NATIONAL DESIGN TOT.LD. 45.0 P S F S E 0 N - 24931 US S CONNICTONS ARE NAGE OF 2O6A ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.2 5 FROM OM ME J EAC: FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Q Q O 1-7 DRAWINGS 130, 150 AND 160 A-F. AN ENGINEER'S SEAL OM THIS DRAWING APPLIES ONLY TO THE DESIGN S PACING 2'4.O" LyJ OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 961619-PELICAN BAY DEVELOPMENT JACOBSEN - T24 20' Mono Hip Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SPECIAL CONNECTION/HANGER FOR 817.41# REACTION AT RIGHT END. BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 SBCCI CRITERIA. 110 MPH WIND, 15.00 FT MEAN HGT, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL - 15.0 PSF, WIND BC DL - 10.0 PSF. SPECIAL CONNECTION REQ'D FOR 169.99 LB. CONCENTRATED LOAD. #1 HIP DESIGNED TO SUPPORT 05-00-00 JACKS AT LEFT END. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. JACKS HAVE 2 PANEL TOP CHORD AND NO END VERTICAL. C4X5(R) 0 C3X4= C3X5= C2X4III 7' 4 T- I C3X50 2-7-5 0-11 5 J. C2X4III C3 C5X5= C3X5= 1-10-14 5-0-0 5-0-0 _1_ 5-0-0 _I_ 50-0 ,1 7-0-0 -1- 8-0-0 15-0-0 _I —20-0-0 Over 2 Supports lip R-983 W-3.5' U-270 R-817 W=3' U-200 PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale -.25"/Ft. —WARNING•• TRUSSES REQUINE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLATION AND O O BRACING. REFER TO HIB-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R732-50118 O R TO PERFORMING THESE,FUNCTIONS. UNLESS OTHERWISEINSTITUTE. 5113 OOROFIO DR.. SUITE 200, SINDICATED,STOPBCHORDRSHALLTHAVEACTICES PROPERLYRATTACHED TC DL 15.0 PSF DATE 04/09/97 Q O STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL ID.D PSF DRW TXUSR732 97099041 "•IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p P PRODUCTS. IMC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C LL O.0 PSF TX-ENG AF/CWC O AL BRACINGHOFT TRUSSES`N COTHISMDESIGNANCE ICONFORMSTH TPI: OWITH APPLICABLER FABRICATING. HPROVISIONSXOFPNOS (NATIONALTDESIGN ION OR45. r�K SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 4 5.0 PSF S E O N - 24940 1 i�US S CONNECTORS ARE MADE OF 200A ASTM A653 GR37 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.25 FROM M E J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED EAON THISEr ESI DGN. POSITION CONNECTORS PER `"ter O OF ATHE GTRUSS DEPICTED HEREAAND SMALLNNOT EBE,RELIED UPONH10 ANYWOTHER PNAYES ONLY TO THE DESIGN SPACING 24-0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - CJ1 9'10"13 Hip Jack Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 21.96 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC' DL — 15.0 PSF, WIND BC DL — 10.0 PSF. SPECIAL CONNECTION/HANGER BY OTHERS FOR REACTION SHOWN. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 SETBACK. CORNER JACKS HAVE NO WEBS. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING IRSTALLATION TO ENSURE TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THAT THIS TRUSS I5 ERECTED PROPERLY. C2X4ui R=438 W=1.5' U-200 C3X4e 4.24 r-- 4-9-2 C2X4 M T 1-3-2 C3X4 s-= R=187 W=1.5" U=200 C3X4- L--2-7-12 -��- 9-11-9 `I 0- -12 4-9-10 4-7-10 0-3-12 0- -12 9-9-1 NE 9-10-13 Over 3 Supports --� R-508 W=7.778" U=410 PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale —.375"/Ft. O O REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLATION AND TC LL 20.0 PSF REF R732- -50119 BRACING. REFER TO MIB-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 683 O 0 IOR TO PERFORMING THESE'FUNCTIONS. UNLESS OTHERWISE ONOFIO DR.. SUITE 200. SINDICATED,ON. MI 5TOP 9CHORD RSMALL THAVE APROPERLY CTICES RATTACHED TC DL 15.0 PSF DATE 04/09/97 O OSTRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEELING. BC DL 10.0 PSF DRW TXUSR732 97099042 '•IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O ��- PRODUCTS. INC. SHALL NOT BE RESPONSIBLE LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO p jLJ BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR L7 C L L 0.0 PSF T X-ENG A F/C W C BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT.L D. 45.0 PSF S E 0 N - 24871 4.1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ZTRUSS CONNECTORS ARE NAGE OF 206A ASTM A653 6R3T GAL Y. STEEL. EItEPT A9 NOTED. APPLY CONNECTORS TODUR.FAC. 1.25 FR0M MEJ EAtH FACE OF TRUSS, AMD UNLESS OTMERUISE LOCATED ON THIS DESIGN, POST TION CONNECTORS 70R5 PER O O OFATHEGTRUSS DEPICTED HERE RAND SHALLHNOTEBE RELIED UPON THIS IN ANYWOTHER APPLIES ONLY TO THE DESIGN S P A C I NG 24.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - CJ2 9'10"13 Hip Jack Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 21.96 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 :W3 2x4 SP #2 Dense: WIND TC DL – 15.0 PSF, WIND BC DL – 10.0 PSF. SPECIAL CONNECTION/HANGER BY OTHERS FOR REACTION SHOWN. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 SETBACK. CORNER JACKS HAVE NO WEBS. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THAT THIS TRUSS IS ERECTED PROPERLY. C 2X 4 III R=208 W-1.5" U=200 4.24 r— C3X6 4-0-2 CU4ss T W3 1 1-`3-2 C3X4� 0-9-0 C3X4= 0-9-p R=487 W=1.5' U=200 C3X6= C2X4 III _I L-2-7-12 31.1 Ne 9-11-9 l_ 3-5-12 a-log 6-5-1 _I 3-5-12 6-5-1 3-5-12 6-5-1 9-10-13 Over 3 Supports --� R-507 W=7.778" U=340 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/I/-/E/-/- Scale –.375"/Ft. Q O Q •`'WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLATION AND TC LL 20.0 PSF REF R732--50120 BRACING. REFER TO HIO-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 693 a'ONOFIO DR.. SUITE 200. MADISON. WI 63119). FOR SAFETY PRACTICES PRIOR TO O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 15.0 PSF DATE 04/091/97 Q STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. UC DL 10.0 PSF DRW TXUSR732 97099043 •*IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IMC. SNALL NOT BE RES►ONSIBLE FOA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C L L 0.0 P S F TX-ENI AF/CWC O' O �1 BUILD THE TRUSSES IR CONFORMANCE :ITN T►1; OR iABRICA T ING. HANDLING, SHIPPING, INSTALLATION OR 1 BRACING OF TRUSSES. THIS OES16N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN T 0 T.L D. 45.0 PSF S E O N - 24873 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TRUSS EACNCON EFACESOFRE MADE OF TRUSS. ANDZUNLESSTM A653 OTHERWISE3LOCATED ONETHISEDESIGN. POS17XCEPT AS ION CONNEC70RS. APPLY E►ERRS TO D U R.FAC. 1.25 FROM M E J OF ATHE6TRUSS DEPIC710 RENEAAND SHALLENGINEER'S RELIED UPONTHIS IN ANYDRAWING OTN&RAPPLIES ONLY TO THE OESl6M SPACING 961619-PELICAN BAY DEVELOPMENT JACOBSEN - CJ3 4'2.15 Hip Jack Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP X12 Dense SBCCI CRITERIA. 110 MPH WIND, 20.96 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC OL – 15.0 PSF, WIND BC DL – 10.0 PSF. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-00-00 SETBACK. CORNER JACKS HAVE NO WEBS. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THAT THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. 4.24 r— R=35 W=1.5' U=200 C2X410 2-9-2 1-3-2 R=29 W=1.5' U=200 C2X4 W L-E--2-7-12 -'- 4-3-11—� 0-1.1I —4-1-3—� I - -2-15 Over 3 Supports{ R-321 W-7.778' U=340 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/I/-/E/-/- Scale =.375" Ft. Q O O Q ••WARNING•- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLATION AND T C L L 20.0 P S F R E F R 7 3 2- -5 0 1 2 1 BRACING. REFER TO HI -91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O PfTO NFORMING THESE•FUNCTIONS. UNLESS OTHERWISE MADISON.STITUTE. $63 DONOFIO DR.. SUITE 200, INDICATED,STOP9CHORDR SHALLTCTICES HAVE APROPERLYRIOR ATTACHEO TC DL 15.0 PSF DATE 04/09/97 O Q STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CIELIN6. BL, DL 10.0 PSF DRW TXUSR732 97099044 ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p AT 7�-� PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO B C L L 0.0 PSF T X-ENG A F/CWC .00 UT 1 1\1!i O BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNI►PING, INSTALLATION OR J.1 L/ BRAC INC OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT.L D. 45.0 PSF S E Q N. .- 24875 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►1. ALPINE CONNECTORS ARE NAGE Of X06A ASTM A653 6837 QALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.25 F R 0 M M E J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O O OFATHEGTR USS DEPICTED NEREAAND SHALL ENGINEER'S BE RELIED UPON THIS OFAANYDRAWING OTXER APPLIES ONLY TO THE DESIGN SPACING 24.0 x 961619-PELICAN BAY DEVELOPMENT JACOBSEN - CJ4 4'2"15 Hip Jack Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 20.96 FT MEAN NGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL – 15.0 PSF, WIND BC DL – 10.0 PSF. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-00-00 SETBACK. CORNER JACKS HAVE NO WEBS. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING I*STALLATION TO ENSURE TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THAT THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. 4.24 r— T R-35 W=1.5" U-200 T C2X4111 1-1I0-15 I ._t_. 1-3-2 R=28 W=1.5' U=200 —' 2.83 C2X4III Ll--2-7-12 —'- 4-3-11 �11 0-1.12 4-1-3 ah I __4-2-15 Over 3 Supports. R-321 W=7.778" U=320 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/11-/El-l- Scale —.375"/Ft. O O "WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLATION AND T C L L 2 0.0 P S F R E F R732- -50122 BRACING. REFER TO NIB-91. (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE LJ IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISESINDICATED.STOP 9CHORD 1. RSHALL THAVE APR PERLYCTICES RATTACHED pT C DL 15.0 PSF DATE 04/09/97 O O STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97099045 "'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED o AL PINE o PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY BE IATION FROM THIS DESIGN; ANY FAILURE TO :RACINGLD OFTTRUSSE TRUSSES. CONFORMANCE MOEs[GN WITH COMFORNS WITNFABRICATING. APPLICABLE HANDLING. PROVISIONS SHIPPING. NDS (NATIONAL INSTALLATION DESIGN B C L L O.O P S F TX-ENG A F/C W C 0!�T�R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.LD. 45.0 PSF SEON - 24877 CONSEACH FCACESOFRTRUSSE�D2UNLESSGA TH A653 G237 GALV.OTNERWISI LOCATED ONETHISEXCEPT AS NOTED. APPLY OESIGN. POSITION CONNECTORSEPERRS TO D U R.FAC. 1.25 FROM M E J © O PATNEGTRUSS DEPICTED HERE RAND SNALLNNOTEBE RELIED UPON ANYWOTHER APPLIESONLY TO THE DESIGN SPACING 2 4.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - CJ5 2'9'15 Hip Jack Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 12 Dense Note: AN UPLIFT REACTION OF -29# OCCURED ON A NON- BOT CHORD 2x4 SP #2 Dense (*) WIND LOAD CASE. PROVIDE ADEQUATE CONNECTION FOR UPLIFT. WEBS 2x4 SP 13 SBCCI CRITERIA. 110 MPH WIND, 15.00 FT MEAN HGT, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. WIND TC DL — 15.0 PSF, WIND BC DL - 10.0 PSF. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 02-00-00 THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. SETBACK. CORNER JACKS HAVE NO WEBS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. C2X4 III 4.24 r-- T R=-29 W=1.5' U=200 I 2-3-2 1-3-2 ri ju R=22 W=1.5' U=200 rl 'C2X4 ill 017-2-8-3--� 2-9-15 Over 3 Su orts R-264 W=4.95' U-300 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale –.375"/Ft. --WARNING.* TRUSSES RIODINE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLATION AND O O O O BRACING. REFER TO NIB-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F REF R732--50123 O O PESTITU7E. S83 DONOFIO DR., SUITE 200. R TO RFORMING THESE' FUNCT ONS. UNLESS THERWISESINDICATED.ON. WI 5TOP 9CHORD RSMALL THAVE APROPERLY CTICES RATTACHED TC DL 15.0 PSF DATE 04/09/97 lJ Q STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR132 91099062 .!IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IMC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C L L O.0 P S F T X-ENG AF/CWC, �JALPINE�SS BU ILO THE TRUSSES IN NO Y1TN TPI; ON FABRICATING. HANDLING. SHIPPING. INSTALLATION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF.NDS (NATIONAL DESIGN TOT.L D. 45.0 PSF S E Q N - 24879 SP EC IF ICAT I ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ff!�TR to No _I0 S ARE MADE OF 2O6A AST" A6S3 GR37 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.25 FROM M E J EACH FACE OF TRUSS, AND UNLESS OT HERY I SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OF ATHEGTRUSS DEPICTED HERE RAND SHALLNNOTEBE'RELIED UPONHIN "NYNOTIIER PYAYES ONLY TO THE DESIGN SPACING 24.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - CJ6 7'0"14 Hip Jack Girder THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP SS Note: AN UPLIFT REACTION OF -4161 OCCURED ON A NON- BOT CHORD 2x4 SP 12 Dense (*) WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #3 SBCCI CRITERIA. 110 MPH WIND, 15.00 FT MEAN HGT, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. WIND TC DL – 15.0 PSF, WIND BC DL – 10.0 PSF. SPECIAL CONNECTION/HANGER BY OTHERS FOR REACTION SHOWN. THIS HIPJACK IS DESIGNED TO SUPPORTA CORNER SET WITH 05-00-00 SETBACK, 02-00-00 CANTILEVER ON ONE SIDE, 00-00-00 CANT THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. ON OTHER SIDE. JACKS HAVE VERTICAL OVER BEARING ONLY. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 2 83 r—CU4sa T R-137 W=1.5" CUSwi 2.7.5 0-11-5ju (*) C2X4M C2X4&* R-385 W=1.5" U=200 C3X5!-- L--2-8-6-- -2-10-11 ��E 4-2-15 3-1-3 3-11-11 3-1-3 3-11-11 �---7-0-14 Over 3 Supports--_� R=1108 W=4.95" U=680 PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL - 1 - E - - Scale –.375"/Ft. O O Q O ;WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLATION AND TC LL 20.0 P S F REF R732--50124 BRACING.i.REFER TO HIO-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE O TO PERFORMING THESE' FUNCTIONS.ST TUI S63 DONOFIO DR.•UNLESS OTHERWISESUITE 200. SINDICATED.STOP 9CHORD SMALL. FORTWAVEACTICES PROPERLYRIOR ATTACHED TC DL 15.0 P S F DATE 04/09/97 O Q STRUCTURAL PANELS. BOTTON CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CIELING. BC DL 10.0 PSF RW TXUSR732 97099048 •'IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 0!!T� ��� = PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO BC LL 0,0 PSF TX-ENG AF/CWC BUILDTHE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLATION ORBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN TOT.LD. 4 5.0 PSF S E O N - 18656 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE RUSS CONNECTORS ARE MADE OF XGGA ASTM A653 GRIT GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.2 5 FROM (�� ^ EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER `----� LU OFATXEGiRY5 S1 DEPICTED NEREAANO SMALLNOTBE RELIED UPON IN ANYWOiNEN WAY. ONLY TO THE DESIGN SPACING 2 4.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - J1 7' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 21.96 FT MEAN HGT, BOT CHORD 2x4 SP 12 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL — 15.0 PSF, WIND BC DL — 10.0 PSF. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THAT THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. R=214 W=1.5" U=330 6 r__ 4-9-2 C2X4III T 1-3-2 R=82 W=3" U=200 C2X4 III L*1-10-7 - 7-1-8 `1 7-0-0 - -� ---7-0-0 Over 3 Supports---� R-469 W-5.5" U-310 PLT TYP. Clary--V2 Design Criteria: TPI 17.3u6 FL/-/l/-IE/-/- Scale =.375" Ft. 'BRACING*WARNIN6'REFER UTOE018-91S 1R(HANOLING INSTALLAT ONE EXTREME CARE IN IANDIBRACING). PUBLISHED ON. HANDLING. IBY TPIST(TRUSSOPLATE N AND TC LL 20.0 PSF REF R732- -50125 INSTITUTE, 583 0.ONOF10 OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 15.0 PSF DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. �C DL 10.0 PSF DRW TXUSR732 97099049 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED AT PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C L L 0.0 PSF TX-ENG AF/CWC �1 , BUILD THE TRUSSES 1N CONFORMANCE YITN T►1; OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR 1 11 1J BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN TOT.LD.L D. 45.0 PSF S E Q N - 24889 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AMD PAPER ASSOCIATION) AND TPI. ALPINE OTRUSS CONNECTORS ARE MADE OF 20GA ASTM A653 GR31 QALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO DUR.FAC. al.2 5 F R 0 M MEJ EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '-^' OF-THE DEPICTED HEREAAND SHALLNNOTEBE,RELIEO UPONH10 ANYYOTHERPWAYES ONLY TO THE DESIGN SPACING .O" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - J2 5' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFF TOP CHORD 2x4 SP J2 Dense SBCCI CRITERIA. 110 MPH WIND, 21.46 FT MEAN NGT, BOT CHORD 2x4 SP J2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP J3 WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE 15 ADVISED DURING INSTALLATION TO ENSURE TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THAT THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. R=145 W=1.5" U=240 6r— C2X4 M 3-9-2 T 1-3-2 R=54 W=3" U=200 C2X4 fu L*1-10-7r-- -5-1-8 ---� i-e-----5-0-0----� �-5-0-0 Over 3 Supports- R-387 W=5.5' U=270 PLT TYP. Clar V2 Design Criteria: TPI 17.3u6 FL/-/11-/E/-/- Scale —.375"/Ft. Q ••WARNING•* TRUSSES EQUINE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLATION AND BRACING. REFE0. TO HINT (HANDLING INSTALLATION AND BRACING:). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F REF R732--50126 Q Q INSTITUTE. 583 D'ONOFIO DR.. SUITE 200, MADISON. NI S3719), FOR SAFETY PRACTICES PRIOR TO T C D L 15.0 P S F DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED t Q L�J STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR132 97099050 ••IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED THIS DESIGN: ANY FAILURE TO CJ O BUILOCTHE I,USSESA10 CONFORMANCELL NOT BE OWITHLTPOROR NY FABRDICATING.NHANDLING. SHIPPING. INSTALLATION OR B C L L 0.0 P S F T X-ENG AF/CWC ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN �� SPECIFICATION PUBLISHED BY TWE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 45.0 PSF S E O N - 24891 TRUSS CONNECTORS ARE HAD, OF 206A ASTM A553 GR37 GALY, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.2 5 FROM M E J EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POS17ION CONNECTORS PER 1 0r O DFATHEGTRUSS DEPICTED HEREA AAND $HALLNNOTE BE RELIED UPONH10 ANYWOTH€1 WAVES ONLY TO THE DESIGN SPACING 961619-PELICAN BAY DEVELOPMENT JACOBSEN - J3 3' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFF TOP CHORD 2x4 SP 12 Dense SBCCI CRITERIA. 110 MPH WIND, 20.96 FT MEAN NGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 20 SP #3 WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THAT THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. C2X4 ul 6 r-- R=68 W=1.5' U=200 2-9-2 1-3-2 R=24 W=3' U=200 C2X4 UI L<-1-10-7 --3-1-8-1-J �---3-0-0--� 3-0-0 Over 3 Supports R=314 W-5.5' U=230 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL - 1 - E. - - Scale —.375"/Ft. *BACINST ITUG*WARNING'I C.REFER TO TRUSSEHIB 91 IR(HANDLING INSTALLATION E EXTREME CARE IN IAND CATIBRACING)`S4 BLISHED BY TPI SHIPPING, INSTALLATION (TRUSS PLATE TC LL 20.0 PSF REF R732- -50127 R563 D IOR TO PERFORMING THESE'FUNCTIONS. UNLESS OTHERWISE ONOFIO DR.. SUITE 200, SOINDICATED.STOP PCHORD RSHALL TNAVE APROPERLY CTICES RATTACHED TC DL 15.0 PSF DATE 04/09/97 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 01610 CIELING. _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P S F D R W TX USR 73 2 97099051 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C L L 0.0 P S F T X-ENG AF/CWC ALP A,"i H BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLATION OR L].J-/1 -U"*, 1,1/ S►ECIFSCATIONU►UBLISHEDTBYSTHESIGN AMERICANORMS FORESTTH APPLICABLE AND PAPER ASSOCIATION)SOF NOS AND TPI.(NATIONAL DESIGN TOT.LD. 45.0 P S F S E A N - 24893 TRU.S CONNECTORS ARE MADE OF 20GA ASTM A653 SA31 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D UR.FAC. 1 .25 FROM ME J © O OFATHE6TRUSS DEPICTED NCAEAAND SHALLNMOTEBE'REL IED UPON THIS IN ANYWOTIL[RPWAYES ONLY TO THE DESIGN SPA 961619-PELICAN BAY DEVELOPMENT JACOBSEN - J4 1' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFF TOP CHORD 2x4 SP 12 Dense Note: AN UPLIFT REACTION OF -76# OCCURED ON A NON- BOT CHORD 2x4 SP #2 Dense (*) WIND LOAD CASE. PROVIDE ADEQUATE CONNECTION FOR UPLIFT. WEBS 2x4 SP #3 SBCCI CRITERIA. 110 MPH WIND, 20.46 FT MEAN HGT, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, TOE-HAILED OR OTHER CONNECTION TO BEARING BY BUILDER. WIND TC OL — 15.0 PSF, WIND BC DL — 10.0 PSF. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. i C2x4 al N 6f R=153 W=1.5" U=200 1-9-2 13-2 R=43 W=3" U=200 C2X4 ill Ll--1-10-7-41-1 e 1.1-0-01 1-0-0 Over 3 Supports R-311 W-5.5" U-230 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/11-/E/-/- Scale —.375"/Ft. "•WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLATION AND T C L L 20.O PSF R E F R732- -50128 BRACING. 0.E,ER TO NSB-91 (HANDLING INSTALLATION ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, S83 D'ONOF10 DR., SUITE 200, MADISON, VI S3719), FOR SAFETY PRACTICES PRIOR TO TC D L 15.0 PSF DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Q STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97099052 •'IMPORTANT-- FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED T 7� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO AL1A 1 1\I h1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLATION OR BC LL 0.0 PSF TX-ENG AF CWC 1 it 1J BRACING OF NUSSES. THIS DESIGN CONFORMS WITH D PAPER IE ASSOCIATION) OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI, ALPINE TOT.L D. 45.0 PSF S E Q N - 24895 CONNECTRr� XCEPT AS NOTE . APPLY CONNCTO TRUSS EACH FACESOFRTRUSS. ANDAl MADE OF2UNLESSTOTHERWISE3LOCATED ONE THISEDESIGN. POSITION CONNECTORSEPERRS TO D U R.FAC. 1.25 FROM M E J l__J © C=] O OFATHEGTRU'S OEtICTEO HEREAANO SNAIINNOTEBE RELIED UPONHIN ANYWOTHERPYAYES ONLY TO THE DESIGN SPACING 24.0' 961619-PELICAN BAY DEVELOPMENT JACOBSEN - J5 7' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 21.96 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL — 15.0 PSF, WIND BC DL — 10.0 PSF. RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. R=232 W=1.5' U=200 6I! C3X4111 4-0-2 C2X4III T Da 1-3-2 C H4= 0-9-0 R=64 W=3" U=200 C3X41II C2X4 III 41-10-7--'-- 7-1-8 _I 4-8-4 4-6-8 2-5-8 4-6-8 }� 7-0-0 Over 3 Supports---� R-469 W-3.5" U-210 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/I/-/E/-/- Scale —.375" Ft. *•WARNING•" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLATION AND O O O BRACING. REFER TO HIB-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R732--50129 Q Q INSTITUTE, 6B3 D'ONOFIO DR., SUITE 200. MADISON, WI 63719), FOR SAFETY PRACTICES PRIOR TO T C D L 15.0 p S F DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED OSTRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. ••IMPORTANT-- FURNISH-A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P S F D R W T X US R 73 2 97099053 :1,00THE TRUSSES IN CONFORMANCE TPI: HANDLING, SHIPPING. INSTALLATION OR C7 PINE CI BC LL 0.0 PSF TX-ENG AF/CWC BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 4 5 0 P S F S E A N - 24897 TRUSS CONNECTORS ARE MADE OF 20GA ASTM A663 GR37 QALY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.2 5 FROM M E J EACH FACE OF TRUSS130. 16 . AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 1 OFTHETRUSS DfPitTEa 16 EAAND SHALLRNOT ENE•R El[EO UPONHIN ANYWOTN,ERPYATfS ONLY 70 THE DESIGN SPACING 24.0 n 961619-PELICAN BAY DEVELOPMENT JACOBSEN - J6 5' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 20 SP J2 Dense SBCCI CRITERIA. 110 MPH WIND, 21.46 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP 13 WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THAT THIS TRUSS IS ERECTED PROPERLY. ` THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. C3X4III R=147 W=1.5" U=200 6ir C2X41Tq 3-0-2 Ll f 1-3-2 C3X4= 0-9-0 Rg51 W=1.5' U=200 C3X41q C•2X4III X1-10-7-IE 5-0-12 2-3-12 �, 2-8-4 J I_ 2-5-8 1- 2-6-8 2-5-8 2-6-8 I-E-5-0-0 Over 3 Supports R-387 W=5.5" U=330 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/I/-/E/-I- Scale =.375" Ft. Q O Q --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLATION AND T C L L 2 D.D P S F REF R732--50130 BRACING. REFER TO HIO-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE OINSTITUTE, 599 D`ONOF10 DR,. SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO T C D L 1 5.0 P S F DATE 04/09/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED O STRUCTURAL PANELS, 9077OM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97099054 ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE. INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IMC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C L L D.0 P S F T X-E N G AF/C W C o �pTAT C o BRACING0 ILD HOF TTRUSSES.US ES COTHISMDESIGN NCE WITH WITHFABRICATING. APPLICABLEHANDLING. PROVISIONSSHIPPING. NOS (NATIONAL INSTALLATION DESIGN jj�(�j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 45.0 PSF S E Q N - 24899 TRUSS EAC AND"ADE OF 2OGh UNLESSTOTHERWISE3LOCATED ONES SEAL 0THISEXCEPT AS NOTED. APPLY DESIGN, POSITION CONNECTORSPER TO D UR.FAC. 1.2 5 F R 0 M M E LA O 0 O OFATNEGT0.USS DEPICTED HE0.EAAN0 SHALLNNOiEBE,RELIEO UPONHIM ANYWOTNE0.vWAYES ONLY TO THE DESIGN SPACING 2`►�.Q" ' 961619-PELICAN BAY DEVELOPMENT JACOBSEN - J7 3' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 12 Dense SBCCI CRITERIA. 110 MPH WIND, 20.96 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE TRUSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. THAT THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. C2X4 III 6 F- R=13 W=1.5' U=200 2-0-2 C2X4N T 1-3-2 C3X4= 0-9-0 R=79 14=3' U=200 If C2X4 UI C2X4 III 4--1-10-7 �E 3-1-8 ->j l 2-3-12 J0-% rE 2-5-8 6- 2-5-8 6- �-3-0-0 Over 3 Supports R-314 W=5.5' U=210 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-11/-/E/-/- Scale —.5"/Ft. O **WARNING-* GREFER TO • ES REQUIRE EXTREME CARE IN RIB-91 (HANDLING INSTALLATION)ANDION. HANDLING.BRACING). PUBLISHEDIBY TPIST(TRUSSO N AND BRACING.GPLATE TC LL 20.0 PSF REF R 7 3 2STITUTE. 683 DONOFIO DR.. SUITE 200, - -5 0 1 3 1 Q IOR TO PERFORMING THESE, MADISON. FUNCTIONS. UNLESS OTHERYISEINDICATED.STOP9H CHORDSHALLTHAVEAPROPERLYCTICES HATTACXED TC DL 15.0 PSF DATE 04/09/97 O O STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 1O.0 PSF DRW TXUSR732 97099055 .!IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO0 B C L L 0.0 P S F T X-ENG A F C W C o ALPINE BRACINTHE TRUSSES In CONFOTHIRMANCE DESIGWICONFORMS YIFABRITH CATING.EHANDLING. SHIPPING OF NOS (INSTALLATION OR NATIONAL GN SP EC If LCAT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 4 5.0 P S F S E A N - 24901 r�NN��T T['1� CONNECTORS ARE MADE Of 206A ASTM AfiS3 OR37 QALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO r� 1 R J EACH FACE OF TRUSS, AND UNLESS OTMERYISE LOCATED ON TNIS DESIGN. POSITION CONNECTORS PER D U R.FAC. 1.25 FROM M E 0 u O OFATHEGTRUSS•DEPICTED HERE'D 160 AAND SHALLHNOTEBE,RELIED UPONHIN ANYDRAHING OTHERPyAV. ONLY TO THE DESIGN S P A C I N G 2 4.0" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - J8 3' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 20.96 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP X13 WIND TC OL — 15.0 PSF, WIND BC OL — 10.0 PSF. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THAT THIS TRUSS IS ERECTED PROPERLY. " THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. c2x4 ui 6 r R=67 W=1.5' U-200 1-10-15 T i 1-3-2 R=24 W=3" U=200 4 C2x4m L--1-10-7-'- 3-1-8--� 0_ 2-10-4 0 Over 3 Supports R=314 W=5.5" U=210 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale —.375"/Ft O O Q ­WARNING•• TRUSSES REOUIRf EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLATION AND T C L L 20.0 PSF R E F R732- -50132 BRACING. REFER TO NIB•91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (TRUSS PLATE O INSTITUTE, 683 O'ONOF[0 Dp.. SUITE 200, MADISON. VI 53719). FOR SAFETY PRACTICES PRIOR TO T C 0 L 15.0 P S F DATE 04109/97 PERFORNIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Q O TRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97099056 .*IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p 9 p PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY Of YfATION FROM THIS DESIGN; ANY FAILURE TO B C L L 0.0 PSF T x-ENG N G A F/C W C O ALnTMTL O BUILD THE TpUSSE5 IN NOT WITH TPI; OR FABRICATING. HANDLING, SNIPPING, INSTALLATION OR r lj y j� BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 45.0 PSF S E O N - 24903 TRLTS S EACNCON EFACESOfRTgUSSE AM0OF 2OGA UNlESSTOTHERY15E37 rALY,LOCATEO OMETNISEXCEPT DESIGNASPOSIT/ON CONNECTORS. APPLY PER TO D U R.FAC. 1.2 5 FROM M E J OFATHEGTRUSS DEPICTED NEREAAND-AND-SHALL NOTE BE,RELIED UPONNIN ANYY0714 APPLIES ONLY TO THE DE516M SPACING 2,4.n" 961619-PELICAN BAY DEVELOPMENT JACOBSEN - J9 1' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MF TOP CHORD 2x4 SP J2 Dense Note: AN UPLIFT REACTION OF -771 OCCURED ON A NON- BOT CHORD 2x4 SP J2 Dense (*) WIND LOAD CASE. PROVIDE ADEQUATE CONNECTION FOR UPLIFT. WEBS 2x4 SP J3 SBCCI CRITERIA. 110 MPH WIND, 20.46 FT MEAN HGT, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. WIND TC DL — 15.0 PSF, WIND BC OL — 10.0 PSF. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. C2X4 N R=155 W=1.5" U=200 T1-6-15 1-3-2 —�— R=40 W=3" U=200 4 C2X4 N L*1-10-7 1 B 1-D-D 1-0-Q ve103 Supports R-311 W-5.5" U=250 PLT TYP. Clar V2 Design Criteria: TPI 17.3u6 FL/-/l/-IE/-/- Scale —.375"/Ft. • AND BRACING. A,rERUTOEHIBE911R(HANDLI G INSTALLATION EXTREME CARE INIANDIONBRACING)L, HAND1P BLISHEDIBY TPIST(TRUSSOPLATE TC LL 20.0 PSF REF R732- -50133 INSTITUTE PERFORMING M T1Sf'ONIO DR.. SUITE 200.FUtTIONS. UNLESS OTHERWISESINDICATED,N, If5TOP9CHORD371 ). FORSHALLTHAVEAPA PERLYRATTACKED TC DL 15.0 PSF DATE 04/09/97 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE'A PROPERLY ATTACHED RIGID CIELING-. T .-IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW TXUSR732 97099057 %!T INE BUILD THE TRUSSESAIN LL CONFORMANCE YITHLTPIORORANY FABRICATING.NFROM HANDLLING..SDESIGN: ANY FAILURE TO SHIPPING. INSTALLATION OR B C L L 0.0 PSF T X-ENG AF/CWC BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TAI. ALPINETOT.LD. 45.-0 PSF SE0N - 24905 CONNEACHEFACCEESOFRTRUSS, ANDE OF ZUNLESSTI A653 OTHERWISE3LOCATED 00 THISEXCEPT DESIGNASPOSITION CONNECTORS. APPLY EPEWR5 YO D U R.FAC. 1.2 5 F R O M M E J �-J C-3 = OFATHEDTRUSS•DEPICTED HEREAAND SMALLNNOTEBE•RELIED UPONHIN ANYWOT$RA WAY. SPACING ONLY TO THE DESIGN SPACING 961619-PELICAN BAY DEVELOPMENT JACOBSEN - J10 2' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense SBCCI CRITERIA. 110 MPH WIND, 15.00 FT MEAN HGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THAT THIS TRUSS IS ERECTED PROPERLY. ` THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. C2X4III 6 ) T R=17 W=1.5" U=200 T 2-3-2 1-3-2 R=29 W=3" U=200 C2X4I L-6-1-10-7!0-�-2-1-8---J 2-0-0 X1-10-4 2�0-01 ver 3 Su ports if R-291 W=3.5" U-200 PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL/-/11-/E/-/- Scale —.375"/Ft. O Q Q ••WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLATION AND TC LL 20.0 PSF REF R732--50134 BRACING. REFER TO HID-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFIO DR., SUITE 200. MADISON. WI 53119). FOR SAFETY PRACTICES PRIOR TO O O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 15.0 PSF DATE 04/09/97 Q O STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97099058 ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O ALP T T11T*TLS O PRODUCTS. INC. SHALL NOT BE NESPONSIBLE F00. AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A Lj."�V jJ BULLD THE TRUSSES IN CONFORMANCE YITN TP 1: OR FABRICATING, NAN°LING, SNIPPING, INSTALLATION OR BC LL 0.0 PSF TX -ENG A F/C W C �� BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND OF NOS ALPINECONN TOT.L 0. 45.0 P S F S E ON - 24907 TRUSSEACHEFACESOFRTRUSSE OF AND2UNLESSTH A663 OTHERYESE3LOCATED ONETHISEXCEPT AS NOTED. APPLY DESIGN. POSITION CONNECTORSEPERNS TO D U R.FAC. 1 .25 FROM M E�J DRAWINGS 130. 150 AND 1G0 A-F. AN ENGINEER'S SEAL ON THIS GRAYING APPLIES ONLY TO THE DESIGN SPACING 21{•O" 1--�J OF THE TRUSS DEPICTED MERE AND SMALL NOT BE RELIED UPON IN AMY OTNFyR NAY. 961619-PELICAN BAY DEVELOPMENT JACOBSEN - J11 5' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFF TOP CHORD 2x4 SP #2 Dense Note: AN UPLIFT REACTION OF -61# OCCURED ON A NON- BOT CHORD 2x4 SP #2 Dense (*) WIND LOAD CASE. PROVIDE ADEQUATE CONNECTION FOR UPLIFT. WEBS 2x4 SP #3 SBCCI CRITERIA. 110 MPH WIND, 15.00 FT MEAN HGT, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. WIND TC DL - 15.0 PSF, WIND BC DL - 10.0 PSF. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. 4 r— C2X4111 R=32 W=1.5" U=200 C2X4III 2-7-5 0-11-5 *� C2X401 R=70 W=3" U=200 C2X4III Le-i-10-14-> -2_0_0 J-6 3-1-8---->J 2-1-12 �jE 2-10-4 �1 0 1 22-0-0 011 2-10-4 1 5-0-0 Over 3 Supports- R-680 W=3.5" U=350 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/l/-/E/-/- Scale =.375" Ft. Q Q Q O --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLATION AND T C L L 20.0 P S F REF R732- -50135 BRACING. REFER TO MIB-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O 11 ST ITU TE. 5B3 D'ONOFIO DR.. SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO ►ERFORMIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 15.0 PSF DATE 04/09/97 O STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. p IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW TXUSR732 97099059 O ��S'� T�TL� O PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR D C L L 0.0 P S F TX-ENG AF/C W C SRACING PECIFICATIONUPUBLISHEDTBYSTHESIGN AMERICANORMS FORESTTANDPPAPERBLE ASSOCIATION)SOF KOS AND TPI.(NALPINELDESLGN TOT.LD. 45.O PSF SEON - 24909 TREACH E OCORRECTORS F TRUSS. ANDE MADE OF ZUNLESSOGA 7OTHERWIM A653 SE3LOCATED 09 THIS EDESIGN. POSITXCEPT AS ION CONNECTORS. APPLY EPERRS 70 D U R.FAC. 1.2 5 FROM M E J O O O O ER'S SEAL OFATHEGS 130. 160 AND 160 TRUSS DEPICTED HERE AAND SMALL AN NNOT EBE RELIED UPON ON HIN ANYIS WOTHERING PWAYES ONLY TO THE DESIGN SPACING 24.0" 6- , * 961619-PELICAN BAY DEVELOPMENT JACOBSEN - J12 3' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 Dense Note: AN UPLIFT REACTION OF -368# OCCURED ON A NON- BOT CHORD 2x4 SP 12 Dense (*) WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP $3 SBCCI CRITERIA. 110 MPH WIND, 15.00 FT MEAN HGT, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. SPECIAL CONNECTION/HANGER BY OTHERS FOR REACTION SHOWN. WIND TC DL — 15.0 PSF, WIND BC DL — 10.0 PSF. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. C2X4 NI 4 r-- C2X401 R=346 W=1.5" U=200 --�— 1-11-5 0-11-5 C2X4111 R=288 W=3" U=200 C2X411 Lr--1-10-14-3w�2-0.01-1-8 1 10 014262-0-0 l0 Over 3 u orts R=1110 W=3.5" U=540 PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL - 1 - E - - Scale =.375" Ft. O Q O •WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLATION AND BRACING. REFER TO HIB-91 (HANDLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATEINSIITUTE. S93 D'ON0FI0 ON. T C L L 20.0 P S F REF R732--50136 R TO PERFORMING THESE FUNCTIONS..UNLESS OTHERWISESUITE 20, SONINDICATED,, MESTOP4CHORDRSHALLTHAVEACTICES PROPERLYRATTACHED TC DL 15.0 PSF DATE 04/09/97 O O STRUCTURAL PANELS. BOTTOM CHORD SHAH HAVE A PROPERLY ATTACKED RIGID CIELING, BC DL 10.0 PSF DRW TXUSR732 97099060 '*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED o ALP INE a FROM THIS DESIGN: ANY FAILURE TO BUIIN ILLDCTHE TRUSSESA11 CONFORMANCE LL NOT BE OWITH LTPI00.ORAFABRICATING.NY NHANDLING. SHIPPING. INSTALLATION OR BC LL 0.0 PSF TX-ENG AF/CWC BRACING OF TRUSSES. THIS BES16N COMF O0.NS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY OF JOG&INE AMENICAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 45.0 PSF S E O N - 24911 TEACHt011 EFACESOF TRUARE SS•AND UNLESSTOTNERWISE37 GALI.LOCATEO ONETHISEDESIGN.XCEPT LSPOSITION CONNECTORS NOTED. APPLY PER TO D U R.FAC. 1.25 FROM M E J O Q p DRAWINGS 130, ISO ANO 160 A,F, AN ENGINEER'S SEAL 00 THIS DRAWING APPLIES ONLY TO THE DESIGN SPACING 2 4..0" OF THE TRUSS DEPICTED MERE AND SHALL NOT BE RELIED UPON IN ANY OTHIP14A f P 961619-PELICAN BAY DEVELOPMENT JACOBSEN - J13 3' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP J2 Dense SBCCI CRITERIA. 110 MPH WIND, 15.00 FT MEAN MGT, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL – 15.0 PSF, WIND BC DL – 10.0 PSF. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. THAT THIS TRUSS IS ERECTED PROPERLY. THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY AND SHALL NOT BE SUBJECT TO LATERAL LOADS. BUILDING DESIGNER SHALL MAKE PROVISIONS FOR THE LATERAL STABILITY OF THIS TRUSS. 4 (— C2X4III R=68 W=1.5' ll=200 _F 1-11-5 0-11-5 ri ILI R=23 W=3' U=200 C2X4111 I•e-1-10-14- 3-1-8—� 3-0- 0- 2-10-4 0 Over 3 SUPDorts R-316 W-3.5' U-210 PLT TYP. Clary-V2 Design Criteria: TPI 17.3u6 FL/-/l/-/El-/- Scale =.375" Ft. O Q O •"WARNING*• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLATION AND T C L L 20.0 P S F R E F R732- -50137 BRACING. REFER TO NIB-91 (HANDLING INSTALLATION AND BRACING). PUBLISHED BY TPI (T0.USS PLATE OTO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISEIN STITUTE 53O*0 FIO DR.. SUITE 200, SINDICATED.N. V1STOP 9CHORDRSHALLTHAVEACTICES PROPERLYRIOR ATTACHED TC DL 15.0 PSF DATE 04/09/97 O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. '*IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW TXUSR732 97099061 T 7�-� PRODUCTS. INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO /V ALP J�RS �1 Fy = BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLATION OR BC LL 0.0 P S F TX -ENG AF/CWC Lr, �,L SPECIFIC11 ACING ATIONUPUBLISHEDTBYSTHESIGN AMERICANORMS FORESTT14 ANDPPAPERBLE ASSOCIATION)SOF NO$A D TPI.(NATIONAL DESIGN TOT.LD. 45.0 PSF S E A N - 24913 1 s IACox CN£FACESOFRTRUSS£ OF ANDXOGA UNLESSTM h6S3 OTNERWISE3LOCATED ON£THISEXCEPT AS DESIGN. POSITION CONNECTORS. APPLY PER TO D U R.FAC. 1 2 5 F R 0 M M E J O >� OF ATHEGTRUSS DEPICTED WERE SHALLNNOTEBE RELIED UPON IN ANYWOTHER*NA-APPLIES-ONI�TO THE DESIGN SPACING 24%0;11�,. !