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Permit 1929 Sevilla Blvd W (vault folder) ADDRESS BUTLD TNG PERMIT NUMBER INSPECTIONS : FOOTING 9- 9 1 UNDER SLAB PLUMBING_ SLAB_ v2-1 2 --Fg FRAM I NG 31 2 COVER-UP - oZs -96 TNSULATTO^t, - FINAL BUILDING CERTIFICATE CF OCCUPANCY /`� r ' 71 ELECTRICAL PERMIT INSPECTIONS ROUGH 9 ----2 -�!8 FINAL l MECHANICAL PERMIT # PLUMBING PERMIT # 1 Y 0 NOTES : _ Zfl p_01 Apr-28-9S O4:47P PRICE QUOTE APPLICATION FOR WATER ANO/OR SEWER TAP APPLICANT NAMEC-'\161-4 MAILING ADDRESS PHONE NUMBER ? - U TE SERVICE REQUESTED SERVICE LOCATIONI A DATE SET TO PUBLIC WORKS_<7Z^ '- 1 2- DATE DATE RETURNED TO BUILDING DEPARTMENT 3T- PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: SEWER. OTHER: PRICE QUOTE_ PREPARED BY;_ ` Signature - Title DATE NOTIFIED OWNER S- /(_ � T/f'� �� 3 �6 8 ZL85-LvZ-b06 &LLRNZ)W � -A-.+EH d85=80 86-LO-SEW i0'd - G�u CITY OF ALTANTIC BEACH IN COMPLAINT MANAGEMENT SYSTEM / TAKEN (date/time) : COMPLAINANT: A A.¢- Last Name First Name MI ADDRESS: _ CITY/STATE,/ZIP: TELEPHONE: COMPLAINT: LOCATION: �s PROPERTY OWNERS PH ( ) - PROPERTY OWNERS NAME: DEPARTMENT FORWARDED TO: COMPLAINT TAKEN BY: DATE/TIME: _ OFFICE USE ONLY INVESTIGATED: (date/time) ASSIGNED DEPT./DIVISION: PRIORITY: _ INVESTIGATOR: ' CONDITIONS FOUND: ACTION TAKEN: COMPLIANCE: �— A NOTES: � _ �� C VA ��_� CITY OF ',UU 5l,:MlNOLE IMAD ATLANTIC AVTIC RE v'Fi. Fl,(?HIDA 2:;:;-;-)[4.-, TEL PHONE X904124;--�i�OO tit\COM -)52-, 800 Am gQ',�v �7-0 S ------------------------- IMI.I.rrtifirttte of Mccupancu Mtv of Atlantic +Nenr4 — 1oriba Department 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 Single Family Residence Bldg.Permit No. 15726 Group W-fr_amP Type Construction -,f District A t l a n t i r B P a r h Owner of Building Thomas, & Mary Brode4rdress 1929 Sevilla B1vd.W. Builth dress 1929 Se ilia Blvd.W orality, Atlantic Beach. FL 32233 By: DON Q. FORD wilding Official Date: 6a =� POST IN A CONSPICUOUS PLACE a HP OfficeJet Fax Log Report Personal Printer/Fax/Copier Jun-19-98 49:07 AM Identification RCSWVW Lm Dumugm Diagw4u 92851112 OK 02 sent Jun-19 09:06A 00:00:54 002586030022 T.QO a (fatiftrtttr of Mrrupanq Tito of Atlantic +ilenc4 — Nloridn Department of -uilf ing 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 Residenne Bldg. Permit No. 15726 Group W.frame Type Construction s. Fire District Atlantic Beach Owner of BuildingThOmas & Mary Br°deMiress 1929 Sevilla B1vd.W. Builth g dress 1-09 Se villa Blvd.We.8cality Atlantic Beach, FL 32233 By: DON C. FORA �-• - �9 Building Official Date: I EPOST IN A CONSPICUOUS PLACE I t &M-firate of 0crupanq Mtv of Atlantic Ntat4 -- +Rloriba 3Ppartmtnt of Ittilbing Jnopertion This Certi facate 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. 15726 Group w_f r nm a Type Construction .S f Fire District At t a n i t R e a c h owner of BuildingThnmas & Mary BrodeWdress 1929 Sevilla 11 a Rlvd_W_ Builth dress 19,29 e illa Blvd.Wal'ity Atlantic Beach, FL. 32233 o.., By: DON C. FORD wilding Official f Date: POST W A CONSPICUOUS PLACE DATE 4 -is -1 3 PRE-SERVICE DIVISION JACKSONVILLE EL-CTRIC AUTHORITY 44'27 ' DUVAL S . .1 . JAGKSUNVILLE, FLOR-TDA 322202 THE FOLLOWING FI1MAL TMSPECTION ( S i HAVE BEEN 'LADE AND AnE SATISFACT0 R! /-- S' ; -1�a9 --------------------4abzra�----------------- ------ --------------------------------------- ---------- ------ I------------------------------------------------- ------ ----------------------------------- -------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. C ELY, BUILDING INSPECTION DIVISION cc: FILE CITY OF geacl - 56,uda 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904)247--5805 NOTICE TO: Water Department --ROM: Building Department DATE: —/q 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 Sincerely, Building Department RECEIVEDY OF 1*&Wtla r,i:p 13 1997 'oo sa►cwoca� City of Atlantic Be �o�►�,�,��u=ss1un PROPERTY DESCRIPTION Building and Zoning TEu"0Nz0"MxA" Lot # 13 U-&l.ee~}� I TAX M4 ufa�s ---�. 2- , Section # Subdivision: Sev;lla Ga.deNc Street Name DESCRIPTION or QOIRK or Address:_1,�9 Seg.I, a �o�(eva i e INes� If in a FLOOD HAZARD Flood Zone: area complete page 3. Brief Descriptio- Class of Work: Oesd Remodel/Addition._ ZONING INFORMATION Type of Construction:- Zoning onstruction:Zoning Propo ed District: Use: Estimated Value Exceptions or Variances Materials:- Granted: � Solid or F41_1L*� Ground: Roof: OWNER INFORMATION Method of Heating: cr__+,--e_ nlary �a4r�cia3�.alevR A--(( o.EQ:cc 3811-GS3& f. y.21s Property Owner: Noe.,s Tol,,, Rrodeva Phone:_ 14-,,c (fGYY90yG Mailing Addressa q Sa.jct"eLl Il�d 'Z_4t,4So,.:1(t $e,� FI. Zip:_ __3;u_5-0 CONTRACTOR INFORMATION Contractor:_ �A,��me4k eL: -,e.&, _7-_"C . Phone: o2 SYV'�o Mailing Address :�O/ ��a,. :.✓ �r_ (ie o(�� 6ek� . �/, zip: 7.20 ,Z Expiration License Number: C 3 COS Fz3 Date: $, //5'? I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND K!;C*; THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS' AND ORDINANC7T GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEP.EI :; OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RUL--- --- . REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING C: CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY, UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA. HAVE BEEN OR SHALL BE P--R-OVIDED AS REQUIRED. Contractor SS 4 � Oo — CITY OF S S S �4l�irstic �e�,�i- n Office of Building !!��iaal �e I� I a REQUEST FOR SPECT ON �A;_7 Date e P rmit No. Time A.M. Received P.M. 9,42 9 ob Add s L ity Owner's f Name Contracto �ILDING CONCRETE ._ BINS ME ANICAL l-ng _ Footing F- D Rough E Air Cond. & C Re Roofing Slab Temp Pole 1 Top Out F- Heating Insulation Lintel C Final _ Sewer C Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made ��lyr:r P.M. Inspector Certificate of Occupanc Date n _��,, eeCITY OF 1Y&x^04 -0 is"- � Office of Building Official REQUEST FOR INSPECTION Date Permit No. �„ Time Received _ RM. Job Ad s L lity Owner's Name _ Contractor BUILD NG5� CONCRETE ELECTRICAL PLUMBI G MECHANICAL Framing D Footing C. Rough Wiring Rough D Air Cond.& 0 Re Roofing 0 Stab _ Temp Pole C7 Top 0 Heating Insulation a Lintel _ Final C Sewer 0 Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Thurs. Mon, Tues. Wed. ) Friday P.M Inspection Made --^'4�' — P . spector Certificat Date BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: ,9 �`7 `�� Building Contractor: Building Permit Number :Address : /9 Legal Description: 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 1 Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE :7141 FED DATE APPROVED BY Fire Public Works 6 -/74,y 6 1-7_q,0 ; Planning G -/7-.9,r `^ Building BARNETT BRASS X002 12/03/97 16.39 $90 389 3962 PLANTATION REALTY , 1;�/03l97 4�ED 14:48 FAX 94ZS61112 r• . FILOMPLIl1! OrrVInjaraftaf t/troa ATYd1 Type of Developae46f kk ,o Flood ton+�_r..r......• ...•.�....r...., Rogwlred Lowest Flair Cle'rOU601 � 6 XX� butldtna is ioaatod VA"An a =Load bass" sone, a wurwwy, '4"t be fiode AFTER TUC M48 XA9 IStllt It OW& eortL9ys.as that the xxvtOT FLOOR XLCV,iTiQr to equal to or awe tae Samw tloca .levotioa ea6obl=sA�d =iia' flet xWW* No final inapeatiow Viii be Made sad na sort;}t,ieato .ad accvpancr will be Loomed wattl tb* wrrvq As to ffli •jti tM iultdtng Oepartatrit, COMMLWTS+ AppZlcont AcknovLodeve"as t Yedee'SUMW "at the A,aat+ance of thAw permit fay, Co tiOSAE UJIM ti! 660" iia OrOW&lva Loinp corraat and that *A* plsAs aN fir" l ow Bowes or east; be provided as rOQUIr" Z save* to 00+4y tali all applicable Pto•latons , of 0#49AAGIMS Mai. 2s«?•Sj sod oLA +rLbw Lowe ur ordinances uttectln0 %INN propeaaaQ aaetflej wt. Date �? �� Applioatat'■ Stonat Deportment Us* . 1taaautred Laweat �L�r tia+ratlan - Aw Built Lowest Flash' L'low "am ��...._...,�..�_...--- SurvoydM kft Fitaa •t!R t�ildLw! QQNeern! 8ut2Qinp OQpartaent ReprsaaMtatire Paye t t ;� - � �1. �� •:. - __ l( f r 4 0 DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC; AUTHORITY ' 333 WEST DUVAL STREET JACKSONVILLE, FLORIDA 12202 THE FOLLOWING FINAL INSPECTION( S) HAVE BEEN MADE AND ARE SATISFACTORY : -- -------------------------------------- ------ ------------------------------------------------- ------ � -------------------------------------------------- ------------------------------------------------- ------ ----------------------- -------------------------- Enclosed are the blue copies of the permits. C ELY, BUILDING INSPECTION DIVISION cc: FILE cffAl" 89'55'1 D"_ �_r 4' LINK S.9 --., xxm-15, • FND. 4" SO. C.U. FND. 1/2" 1.P. 1 Q T °x ,f4144 DUROEN 3r' k RD1.r� 3Cs` bAli. t 4 olk 40 —+ //V FEET tVr 11�PQU'S 12 �3"PO.V^ GJ "All trees to remain must be barricaded 1-11 Z a minimum of 5 it. lions the murk of each tree. Barricades nwst fie instilled BEFORE site cleating and rairiam in piace during rD•eai, vk l ALL phases of construction" ' P Ll I�aNC / 14"M E V I L � nr, T � ��r r VI FOR ANY TREES'.` 10-`,1VIOVED. 1 " PALM 32" 0 T 1 Tree �mova A ved as Noted 14 PALM 3� l� � tte_...�_' _�1 _ _ 1 ��I 1z•• p M i C� 1" LIVE OA 14"SWEE LO l 10.9• TGUM =5"SWEE TGUM 12"13" OA I C: 1 9 PALM *�31 "OAK t0.0' l2"6"OAK (rade s'aGa+r paxn0) �SWEETGUM 1 11"4'S ItEETGUM t \ �� PSR-3844 H 0 DEPARTMENT OF 8Ull,R1NG CITY OF ATLANTIC LEACH PIwAM I T I NFORMAT I ON' G t^ a'` ON INFO T C3 i . 0e. t Number: 16607 A dre g: . , F3Ev TaLA BQ?ULEVARb, WEST orm t Ty0 -. TFLITIES . ATLANTIC BEACH, FLORIIDA 32213 I work:NEWLEGA, DESCRIPTION . Types:WOOD F a x , Eroposed T1 s,,e: SI ItOLE FAMILY LY Sect.ion: .. 0 Subd.M e 1 Ixa ASubdrisan: EV.ILLA GAR,tZEN . . Est . Vajue Improv t Costs D .�?0 Total F+eee s 25.CLQ Amount Paid# 2.5.00 Dat e1'998 TEx _w 4 'PICN �- - � AFFL CATI+UN E+'LES 2500 r'- AC R f" OL, 60 r i ti 1 T P, ` yi _, ,gym t CONO ZPMAT1C31�1 wTL+IA ZWK T LANDSCAI'I NG °d r -2231 _ DEPO iTESQ U1R.E; T .`_. �ACYS �I � i'°L1I3A " 2I 3 0.. J 417 BO M a� 4h, m."xt -i _i NOTES: i 1 NOTICE—INSPECTIONS MUST`BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTKQN 3 BUILDING MATERIAL,RUBBISH AND DEBRIS"FROW THIS WORK MUST 1+}Q� BE PLACED IN PtfBLIC$PACE AiVQ MUST BE CE.EARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 'i "FAILURE TO COMPLY WITH. THE MECHAN10S' .LI"EN LAW CAN ES " LT i C U N THE PPRQPERTY OWNER PAYING TVfIICE Pt�� 311I�.C}11�ita I PRQVEMENT'S,'' ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND $U ECT TO REVOCATION FOR VIOLATION OFAPPLICABLE PROVISIONS OF LAW. + .. # .111114 { vizet, ATLANTIC BEACH BUILPIN DEPARTMENT CD a . . to j a§% % , D O a . ON. k \ _ 0 ^ \ $ 99 f �_ 1p 7 « D \ � 090 « Q \ © a/\ wit ^ . . � \\�/ i © 7 r . . � , G CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING,DEMOLITIONS Owner(s) : VtiR` f f n./+S (� 2c' u2 Address: < Z 9 SF V"//6 ,Q/vo W-ci.T Phone: ��✓. Lot # /,3 Block or Unit # Subdivision: r//y -0,4, �� S(Ewan� � ps c,�,✓6 Contractor: � ,l 'L�L State License # 'l q v' Address:f- - QQ ►� � Phone No: < 6�- 2 �� f `f YJ City TAA State ��- Zip Code zz- 7� Describe work to be done: Present use of building: Valuation of Proposed Construction: Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT TMUM (COMIERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: 49 oe Date: // Signature CONTRACTOR: Date: z/0 Sworn to and subscribed before me this S_day of 19! D NO'rTakY PUBLIC STATE OF FLORIDA AT LARGE Pa*k MIW19tt9 MY COMMISSION M CCM81 EXPIRES August 27,2000 '�o f BONDED TNRU TROY FAIN INSURANCE,IND. PRICE QUOTE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAM MAILING ADDRESS PHONE NUMBER 7 7 d VTE SERVICE REQUESTED C( SERVICE LOCATION 1 DATE SET TO PUBLIC WORKS ^ DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEP, C� PRICE QUOTE RES C/ WATER: , SEWER: OTHER: PRICE QUOTE PREPARED BY: Signature - Title DATE NOTIFIED OWNER HP OfficeJet Fax Log Report Personal Printer/Fax/Copier Apr-28-98 04:48 PM Idyntificatio Result Pages Tune Date Time Duration Diagnostic 5872 OK 01 Sent Apr-28 04:47P 00:00:25 002586030022 7.4.0 //��//__� ,�•- //CITY OF ,,.�rr�� fYl�(Gi 4c /3�-99& Office of Building Official FS RREQUEST FOR INSPECTION DateQ ` U - / V Permit No. /,5/__ Time M. Received M �� Job Address ocality Owner's Name Contractor UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing Cl Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. a s. Wed. Thurs. Friday P.M. Inspection Made P.M. Final Inspection ❑ ngi Certificate of Occupancy Ci Date ` CITY OF �r �. fid& 13 e4 c.It,-0;4 Office of Building Official M REQUEST FOR INSPECTION 13'rS 2 L Date Q ,�7 2 < V Permit No. _______ Time / Received k PM. Job Address Locality Ow s_ Nam Contractor UfLDING CONCRETE LEIAL MECHANICAL i g Footing Ro Rough r ofi'd. Re Roofing Slab - Temp Pole Top Out � Heating Insulation Lintel _ Final Sewer Fire Place C Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed.ed. Thurs. Friday d A.M. InspectionMa _ P.M. Final Inspection C Certificate of Occupancy Date _ TRANSMITTAL DOCUMENT FOR JEA DATE: S -9 8 The following permits have passed "rough" inspection: Permit No. Address - es{:�sec.caz�:�:� Please update your records accordingly. �nk o y BUILD NG CLERK"`� CITY OF ATLANTIC BEACH /vcb CITY OF 4&4494.0 f Office of Buiiding icial REQUEST FOR INSPECTION Date I Permit No. Time A.M. Received P 1 Job Address cality _ Owner's Name { — -- Contractor _ BUILDING CONCRETE ELECTRICAL P MBING MECHANICAL Framing L Footing ❑� Rough Wiring E- Rough ❑ Air Cond. & _ Re Roofing G Stab Temp Pole ❑ Top Out Heating Insulation C Lintel Final _ Sewer ❑ Fire Place _. Pre Fab READY FOR INSPECTION A. Mon. Tues. Wed. Thurs. Friday M. A.M. Inspection Made ?' P.M. Inspector Final Inspection IV Certificate of Occupancy C Date — cj* N Ja p tidal • g�litd'sn9 plfic of ,14Sp�C�10� permit�o '3 CJ/ 1 N At.' pec & - Job ss i ; _poitractor.' PL�4JltN�' — Air pond' _ �� Neatin9 f sem` E` �jR1U Rou9h Fire Rlace p ^,els �E l l h yVnr:c Tep put pre fab /M ROmTpole Sewer VFX" �1LptilCa ��F+�"�9 F'ma, � g',ad �ty��Tl'Ji't Friday A F,anv,n9 t_int8' Thurs. N,pOt 9RppY �pR tN ¢r'�y' octt0�1 ate - �-- P�LANr�c F�ORIOP 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 (f mr (6C✓�'S �! 4-1 r^ 2 G t LL S /S rC Dt-" r, A-r6:� $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- PL eiNcf r ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. 81DG PS 484+1 36137 ; DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH; PERMIT INFORMATION LOCATION IN `4I # CI .. ____- � Permit Number: 16137 Address:, 1,929 SEvILLA s � .LH��RT} WEST Permit Type:MECHA.NI ,AL ATLANTIC B " R " C�lazs Work:NEW _� _� .._.» LCA .I!EaCRIPT"i Constr . T�pe,-WOOD FRAME Lot ;413 Twp Proposed FAMILY ��o t�.ttn: C3 '�ubd; Rng. t3 Dwe1 I ings a 0 Sabdivisi,6n:SEMI-:I;LLA GARDENS Est , Value, 0 .00 Improv, Cost : 4 .00 1 Total . Fees 5904 'Amount L' 69«00 1 Tate 7f Icark` e I<tAL".HE4T ,AND AIR IN NEW HOME: � tz, t Nsm ,} Jl p-�«y ;` ` '�g��" APPL I A'' 69 p� � 0DZ A.ddei 2:571 BOOLEVARD 3 tY Ph-on Ldn R aE,wa- aie Ak s,x ., si-RrE yen' &dd°",�w'"n; ,. r`-�xd,# *t'° s: .d, .;• cl A A R .Y ORMAT I Otl Name: OOH H T Alp' .. Add 14�� -AT _IC,_HLvI3-. NEPTUNE XH� �'LORI}�A 12233 5 + , 78 / t A `NC?7ES; 1 NOTICE INSPECTIONS MUST.BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION SUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUSTNOT BE PtAG.ED INPUBLIC SPACE,AND MUST 8E ' CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR'OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIFE LAW CAN RE�,ULT IN i TH :PROPERTY CIWNER. AYt Cal* FOA BUILQING IM 'AO VEM'f TS.' ISSUED ACC RgINQ TO,APPRI3VBD,PLANS WHICH. ARI. PART OF THIS PERMIT AND SU6,lEGT tO REVOCATION FOR 1 IOCATIQN OF APPi.ICABI E PRdWStC>NS;O LAiM. ISI ATLANTI EACH B ILDI DE ARTMENT' '� I INA., q4 G BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC •EACH. FLORIDA tlaaia APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections 1, II, 111, and IV. 1. 4 LOCATION Street Addraw 1 OF Intersecting streets: ween And WILDING �� e Sub-di�isien II. 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 wort in accordance with the attached plant and specifications which era a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice fitted therain. Name of Mechanical '� d\0 `3TRV cC_ Contractors, Ceafrector (►riot) Mattel Nome a/ ►heperty Owner %J44o to of Owner Signature of er Arfherised Agent Arehifeet or Engineer I IDL 111. GENEItAL INFORMATION �' Trpo of boat;nq fs►oI: 9. IS OTHER CONSTRUCTION REINA DONE ON uric THIS BUILDING OR SITE? ❑ 6et—❑ V ❑ Natural ❑ CenMe1 Ufillty IF VES, GIVE NUMBERC] 04 PERMIT �FQ��TJWCT}ON ❑ Ottser — specify IV. IIRCNANICAL WWMtINT TO It INSTALLAO NATURE OF WORK (Prov do complefo 1;d of cempenetth as bd of Ak forte) � Residential or D Commerclsl Heat ❑ Spoee Q Race*" A Coat»! O MW New Building `Aw Cortdrfiertiaig: ❑ it.,, C` Cas" O Existing Building Dect Sys►.wt: mat.r:.i 'Miele..a D r4plaaement of existing system / 6Aaairwuws capacity ,�,�.�„l.fsn. New Installation(No system previously Installed) ❑ Eaf.;gerot;oa Extension or add-on to existing system ❑ Cooling tewor. Capacity ❑ Other — specify (3 C,ro ape;nkfen: Nom` t of bad ❑ tiio•afer ❑ 16,1144R ❑ 16"tater (twttsber) THIS VACS !TOOL OFi1Ci Un ONLY ❑ 64e04ne pont" jownAer) IOLeedwd) ❑ Tam (number) Retnetlt (] LPG eershinars (aYmber) ❑ Uttft,W prwwre veeoM ❑ 11044 f ►s/lllll /lplrreved fw d� ❑ Of1e/ — spetry �ehlllf r+� LTBT ALL EQUIPMENT AM CONDMONING AND REFRIGERATION EQUIPUENT CAFLdtY Number Valu Deecriptlo� Model Number KN (Tofsa �' 1 u DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC: AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONtSi HAVE BEEN MADE AND AR ' SATISFACTORY : 01 ------------------- ------ i ------------------------------_------------------ ------ - ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY,/ BUILDING INSPECTION DIVISION = FILE CITY OF Office Of Building Official REQUES-C FOR INSPECTION Date__-- `- t. -- --- --- Permit No. !r/ Time AM. Received P.M. Job P.ddre s Locality --�—_--_--- Owner's ,.-------- } Name "4"_t ' �//yry•�"Q''�" Contrac,or BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing L Rough n Air Cond. & Re Rooting Stab Tem Top Out Heating Insulation Lintel C Sewer _ Fire Place Pre Fab READY FOR INSPECTION —�- A.M. Mon. lues. Wed. Thurs. Friday_ P.M. -�- � A.M. Inspection Maw ,P.M. Inspector_ �- Final Inspection Certificate o ccu ncy L: Date --— —----------- --- P. 01 Aug-18-97 09 : 52A P --7 2 / -/ W CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE.— IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTf3IICIAN SIGNATURE JOURNEYMAN NAME Lin' /lY �f YYJES _ ADD RES$:_.;�`.'�� 0-1 ff _ lf�d�. �y RFD-BOX— BLDG. FD BOXBLDG.SIZE /Iicf ``' BETWEEN: RES.1x1 APT.( ) COMM. t ) PUBLIC t ) INDUS. ( I NEW( OLD ( ) REW. I ) ADDITION ( ) TRAILER ( 1 TEMP. t 1 SIGNS ( ) SQ. FT. SERVICE: NEW(� INCREASE ( ) REPAIR ( I FEE -- CONDUCTOR SIZE '1 00 AMPS COPPER ALUM. SWITCH OR BREAKER 'ZOO AMPS PH 3 W CVOLT 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. 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 CEIL HEAT: KWHEAT ' 0-1 OVER MOTORS H.P. VO(.TAGE PNS NO, I N.P. VOLTAGE PHS MISCELLANEOUS Aug-18-97 09 : 52A /_572� / P. 01 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_, / 14 ' IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: // MASTER ELECTRICIAN SIGNATURE - JOURNEYMAN NAME C '0'0'7 /l o9! /`�/OVW ADDRESS: yM K! '. i„ RFD BOX 7- /�,� L1 G r SLOG.SIZE BETWEEN: RES.(A APT. ( ) COMM. ( } PUBLIC i } INDUS. ( I NEWky OLD ( } REW.( } ADDITION ( } TRAILER ( ) TEMP. (� SIGNS ( ) SO. FT. SERVICE: NEW i ve INCREASE ( I REPAIR ( ) FEE _ CONDUCTOR SIZE AMPS COPPERf I ALUM. $WITCH OR BREAKER S�C� AMPS PH _T W ':F-o VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.10 AMPS, J 1•100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0 100 AM7 _OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW.HEAT i 0.1 OVER MOTORS H.P. VOJAGE PNS NO. 1 k.P. VOLTAGE PHS MISCELLANEOUS PSfl-�a 40 i DEPARTMENT OF WILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION Permit Number. 15840 Address: 1929 SEVILLA BOULEVARD WEST rs zt ''�'P aPLIIMEIING ATLANTIC ZEACHi FLORIDA 32233 Class of 'Nark b NEW -Block- 2 _----. LEGAL DESCRIPTION Constr. T1�P :WOOD PRAMS B l ock- 2 Lot13 Twp Proposed Use: SINOLE FAMILY Section: O Subd Rng> +� Duelling : 0 Subdivisioh*SEVILLA GARDENS Est . Values 0 .00 Improv. Cost : 0 .0 Total Peels 91. 50 Amount P "o 81 . 50 Date 98 Work Das�� BINt3 IN NEW ROME' i oZU Rill ' TIONw _ APPLICATION TEES �_ -_ IT _$1 . 50 � Name��vl�, ROEUR Add : 2 BOULEVARD � I, CH r PL 322 �� eye Pho a C A RO'RMA'T I OK --�, Names JA ` D UMB TSO PAN� � JACKSON FLORIDA 3,2210-7$771 r Li c ,CrC, 4,11 Exp* Ty � *"�'�° a,p sEv,.a rz > .snro a +� :' NOTES: p E I { t NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION � 1 I BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOIR BUILDING IMPROVEMENTS:" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND"SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. CKM 9735 ATLANTi EACH BUILDING DEPARTMENT f B ,, ! Y . u �. ..v2. .. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: °F QA �G��P �L V� �\ OWNER OF PROPERTY: 04-)L t PLUMBING CONTRACTOR: l CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: �'� ' ,o TELEPHONE: -7 7 HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED _SINKS -,? SHOWERS 1p LAVATORIES _WATER HEATERS BATH TUBS _DISHWASHERS URINALS _DISPOSALS ' CLOSETS / WASHING MACHINES FLOOR DRAINS F—SHOWER PANS OTHER / I � TOTAL FIXTURES: X 3.50 + $15.00 y 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. 3844 -1572 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH 'PERMIT INFORMATION LOCATION INFORMATION Permit Number, 157,26 Address, 1929 SEVILL,A BOULEVARD WEST Permit Type:BUILDING ATLANTIC BEACH . FLORIDA 32233 71 ass of Wor .,NEW --------- LEGAL DE CRIP ION -----'_.� .� Constr, Type:WOOD FRAME Blo k: 2` Lot .- 13 Twp: 0 Proposed Use SINGLE FAMILY Se than. O Iubd, Rna ' Dwellings , 0 Subdivision'=SEVILLA GARDENS Est . Value: 00 IOtprov. cost : 20019$6.00 Total Fee*^. 3 , 931 , 3 Amount P ",-5-3, 931 . 36 Late „ O97 , Work Ike fir' HONE PER PLANS HSF 2838 RADON 2180 . � . TION -- � � �d ,__ APPLICATION FEES ...r......M k °p f cpw ..a :...+. Name. `�� ' : � RODEUR- I 1 , 384.50 Addr` 29 BOULEVARD WATER IMP CT PER � � 83�.00 LCH . Ft, 3225 S RI 2 Rhon #111y111>11 F1 "pe RADON OAS-H.R.S. 10 . 38 cjf A R OIMATIO RADON CAB S% 0. 55 INC.Adm.s. ,1�1 P I" ARR" �MOt¢I?R E kTy ___ CAPITAL.. II�iPROVE. 3,25.00TA SSR S' PONTE V BEACH, FL 32082 CROSS CONNECTION 35 .00 j Li c: .-CH {I�?8 BEACH,l:xP. / � SEC H IMPACT �°EE K ,d.`°e. 0.00 �4 Y d sx +IONST.SURCHARGE983 �,,„ x4"^ �HAR, �,ir.- =a.. ' x _ NOTES;' r r f NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I j BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS " i ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SU',BJECT Tqq REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: IIEI#DY4 Inr toll Q4 0 # II "3i Total Payne , ATLANTI ACH BUILDING+AAJENT, By. ' FOR RECORDER TM INMUt►[M PPMARED BY: Barbara J.Lass6 WAIKK 8 OSBOWMv PA. 208 Coals Vedas Put Delve,Sdts 101 Bks 8752 N Posts Vedrs Beset,FlwUln 32082 P1! ' 637 Doc# 97$34366 M Filed A Recorded 10/16/97 RECORD AND RETURN TO: 02216115 P.M. 0 Fleet Seng Bank HENRY M. COOK a2900Hu11gRd.,Suite 3 (� CL RK CIRCUIT COURT DURAL COUNTY, FL IV Jaebosrl{k,Florlds 32251 3'1� REC. $ 6.00 n n Q NOTICE OF COMMENCEMENT hereby (PRBPARB IN DUPUCAMIU unda*wd re4dp "d in ac"duce with O pW M FFW4& �Statn�, the Wow4 intiofor improvement in u provided a• this 1�7ot opertyof Commencement DesQiptionofpeoperty: Lot 13, SEVILLA GARDENS UNIT TWO, according to the plat thereof as recorded �n Pla� Boo 45 . Pa es - an 7A, o t a au;rgnt„pub c r o e of Duval County, Florida. sgis odeut ��Qdeur��4 Owner(s):Tuns"J. u�a Marlr tah�da 8b6dshfr,his wo Address:2949 Saactsaq BIvJ.,J avllle Bub*Florida 32250 iJ Ownws interest is site of the b wwamant:Fee Staple Fee Simpk 71tle Holder(if other than Owner): ` t N7 conbadar:Landmark Homes,Iae. Address:101 Pbabdica Drb4 Posts Vedas Beach,Flotilla 32082 Surety d anj):a/a Addreak Amount of bend:WM Lander:First Son&Bank Address:3020 Hardee►Rm4 Salta 330,Jadwosvft,Florida 32251 Persons within the State of PlwW-designated by Owner upon whom notices or other documents may be served as provided by Sallies 713.13(1)(a)7%Mori&Statutes: amc Find Song&ink Addr=3020 HuVW head,&ft.330,J&dcsoartlk,Florida 32257 In additias to hiasag ovmer designates the Wowing person to receive a copy of the Lis Notice as provided in Sutton 773.13(1)ft Florida Statutes. Names 7tiomas J.R Mn7:::Wa Ir � Address:2949 Sasdsagr Blvd,J Bad, 9 Fspitation Date of Notice of Gamaseaoemeat is 290 day of September,IM � ro our ro eur STATE OF FLORIDA COUNTY OF ST.JOHNS Brodeur The most was ma this 29th dq of September, 1997 by Thomas J. $*AW and Macy ftbk ah�, Lia wi8s. He/she is t:aown to me or has produced Rrndaiir as Notary ;2nd dy CITY OF ATLANTIC BEACH PERMIT CAA CULATTON SH EET Address e- t-L) Heated Sauare 7ootage � ci .SSS"=_� :- _ _ = / 7-1 9 10 Garaae Sher: �arport jc._ —34 � v- 71 pc _ 0 a ar._c T..tal Valuation 1st — k�6 — Remaining Value $3. 0�-per thousand or Dortion Hereof TOTAL BUILDING FEE 3 A0 f Filing Fee �0) Fi reni aces @ $15 - 00 3; a BUILDING PERMIT FEE S % 09c/. S O WATER IMPACT FEE $!__ �� O , SEWER IMPACT FEE WATER METER/TA? Q CAPITAL IMPROVEMENT SEWER T=_ -- --b RADON (HRS CL SECTION H PAVING HYDRAULIC SHARES S —Jr) CROSS CONNECTICN S 3 s-, .9-rF6) SURCHARGE . 0 i c: r 0'.-- H E F. GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanica . P_urb,nct E ectric/New Electric/Temr. : SwimminaPool Sept,c Tann WF' i S_an Finish Floor E; ?vat_or: Survev Other CALCULATIONS and/ or NOTES : CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _BATHROOM GROUP CONSISTING OF O SERVICE _SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) IF WATER CLOSET _MATER CLOSET, TANK OPERATED (4) � VALVE OPERATED (8) 0 BATHTUB/SHOWER (2) II__ URINAL WALL LIP (4) _SHOWER GROUP PER HEAD (3) VJ FLOOR DRAIN (1) Q SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) LAVATORY (1) 315 COMBINATION SINK AND TRAY (3) _WASHING ?MACHINE (3) POT, SCULLERY SINK (4) _DISHWASHER (2) Z WASH SINK EACH SET OF ® FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) _I—[ITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) ► SHOP (2) SURGEONS SINK (3) © LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ql_ J @ $20.00 EACH s 303 0 . 00 JOB IxFORMATION 61.02' SITE PLAN LOT 13 SEVILLA GARDENS UNIT 2 PLAN NO. 2838 %.Ow' 2—STORY STUCCO SCALE: 1" = 20' NOTE: ALL DIMENSIONS MUST BE ----- ---- ----- GHEGKED AND VERIFIED BY CONTRACTOR i PRIOR TO CONSTRUCTION. ED HALL AND DESIGN ALTERNATIVES SHALL NOT BE HELD i RESPONSIBLE FOR DIMENSION ERRORS ONCE CONSTRUCTION HAS BEGUN. ------------ (S c-i - 0 0 NO o a 10'X 10'TURN 'V r u AROUND FAD E C' DEC 15 1997 City of Atlantic Beach Building and Zoning a 13513' 60.00' i fLAIRBACXT016'-0 SEVILLA BLVD. WEST ----- GB/8-3-88 Page 6 V�!r 6617227566172275 7.20. Yard Setbacks. Minimum yard se b cks s all be as described below: 7.20.1. Front Yards - A minimum of ten (10) feet if the garage entrance is from the side of the garage. A minimum of twenty (20) feet if the garage entrance is straight in from the street. Corner lots shall have front yards on all sides that front on a street. The ARC may require that front yard setbacks be staggered at least ten (10) feet from existing adjacent buildings, if possible. The ARC encourages, and may require, deeper front yards. 7.20.2. Building Separation and Side Yards - Buildings on adjacent lots must be separted by not less than ten (10) feet. Adjacent side yards must be no less than one (1) foot. 7.20.3. Rear Yard - A minimum of ten (10) feet. 7.20.4. ARC may vary the requirements of 7.20. to eliminate removal of trees ARC deems desirable to preserve. 7.20.5. In any case, lot coverage shall not exceed the standards imposed by the City of Atlantic Beach. 7.21. Exterior Wall at One Foot Side Yard. The exterior wall is intended to provide privacy to adjacent buildings, including yards, and openings in said wall shall be limited to high windows not greater in size than two (2) feet in height. A straight wall one foot from the property line will be discouraged, and may be prohibited, by the ARC. Openings in the wall for exhaust fans, etc., are prohibited. The ARC will encourage corners spaced along the wall that vary the side yard from time to time. If adequate fences or landscaping is provided, open areas such as atrium type decks or garden areas are encouraged. 7.22. Fences and Screens. The ARC shall approve the location, height and design of all fences and screens. Fences and screens shall be constructed of materials similar to materials used in the construction of the building, and shall be compatible with fences installed by the Developer. Wood fences shall be of such a type that the fence will have the same or equal appearance on both sides of the fence. Chain link fences are prohibited. 7.23. Utility Connections. Building connections for all utilities, including, but not limited to, water, electricity, telephone and television shall be run underground from the proper connection points to the building structure in such a manner as is acceptable to the governing utility authority. 8.0. Community Value. Safety and Welfare 8.1. Appearances - The owner of every Building Plot in said Subdivision, upon the completion of the improvements to said Lot, in the nature of the home thereon constructed, the landscaping, etc. shall keep and maintain all such improvements in such a manner as to be or on any occasion become in disrepair or unsightly or create a nuisance, or do any or fail to do any act that will detract from the value of same or the value of adjoining parcels or the Subdivision as a whole. Any failure to affect such maintenance shall be deemed a violation in which event the Developer and the ARC, each or both, shall take corrective action as provided in Section 9 of these Covenants and Restrictions. 8.2. Sight Distance at Intersection. No fence, wall, hedge or shrub planting which obstructs sight lines and elevations between two (2) and six (6) feet above the roadways Cry V s � 1 1.3" PAW �JZ- Oke T 14 �4 RAW t4.. . N 12' PALM t GI l 31' OAK 0cQ SOX �. 14"SWFElG(�V 'to t t to 1?"13OAK"'` 7.2 NOV 24 '97 12:23,PM P. 1/1 FOR RE RDER' THIS 1NSTRUb9Wr PREPARED BY: Barbara J.Iamb WATSON B:OSBORNL,PA. 208 Ponte vedra Park Drive,Suite 101 Bk". • 8752 Poste vedra Beach,Florida 32082 p9 637 Doc# 97234366 Filed & Recorded 10/16/97 RECORD AND RETURN TO: =1615Ph P.M. First South Bads 9 HENRY CI COM � -CLERKRCUIT COURT L 2980 Hartley Rd,Suite 3 ,� DUVAL COUNTY, FL JacksomMe,Florida 32257 �'� REC. $ 6.00 NOTICE OF COMMENCEMENT (PREFABS W DUPUCATE) The undersigned hereby gives notice that improvement will be made to certain real�pprroperty, and in accordance with Chapter 713, Florida Statutea, the following information is provided in this Notice of Commencement. Descriptionofproperty: Lot 13, SEVILLA GARDENS UNIT TWO, according to the plat thereof as recorded n P r._$nok 45 Pa51C 7 ani 7A, o t�t a iu;rgnt„pub c rmgords of Duval County, Florida. C; acscnp�an of iimeats:Lona on $ a ramie ome. ur Owner(s):Thomas � a d Patricia ffi�b rof�e W to Addre :2949 Sanctuary Blvd.,Jacksonville Beach,Florida 32250 � Owner's interest in site of the improvement:Fee Slmple 0 p Fee Simple 711de Holder(if other.than]Owner)--, i Name: Address: Contractor:IBadmark Homes,Inc. Address 101 Plantation Drive,Ponte vedra Beach,Florida 32082 SurAddreeetyss:if any):n/a Amount of bond:50.00 Lender:First South Bank Address 3020 Hartley Road,Suite 330,Jacksonville,Florida 32257 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:First South DATE: Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: SINGLE FAMILY BUILDER: LANDMARK HOMES AND ADDRESS: LOT 13/2 SEVILLA GAR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: CITY OF ATLA ZONE: 11_1 21_1 31_1 OWNER: BRODEUR RESIDENCE PERMIT NO. JURISDICTION NO. CK 1. New construction or addition 1 . New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3 . 0 4. If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq. ft. ) 5 . 2838 . 00 6 . Predominant eave overhang (ft. ) 6 . 1 . 50 7. Porch overhang length (ft. ) 7. 12. 00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O. Osgft 1111-A . OOsgft b. Tint, film or solar screen 8b. O . Osgft �",!�0 .00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 226 .00 ft b. Wood, raised (R-value, area ) 9b.R=19 .00 , 467. 50 sqft 10 .Net Wall type area and insulation: a. Exterior: 2. Wood frame ( Insulation R-value) 10a-2 R=11. 00, 1581.00sgft a. Adjacent: 2. Wood frame (Insulation R-value) 10a-2 R=11. 00, 826 . 00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) 11a.R=19 . 00 , 109 . 00sgft a. Under attic ( Insulation R-value) lla.R=30 .00 , 2808.00sgft 12.Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6 . 00 , uncond 13.Cooling system 13 . Type: Central A/C /Ju_ SEER: 10.00 14.Heating System: 14. Type: Heat Pump 14" HSPF: 7 .00 15.Hot water system: 15 . Type• Electric EF: 0 . 92 16 .Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . MZ HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 99 . 12 a. Total As_Built points 19a. 47623 . 37 b. Total Base points 19b. 48044. 20 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy, ode. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: / S 553 . 908 F. S . I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: I DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0. 5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel, insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606. 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers. Combustion devices see 606 . 1.A. 2. ------------------------------------------------------------------------------- Combustion 606. 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612. 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1.ABC. 2 & 610 . 1.ABC. 3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607. 1 Separate readily accessible manual or automatic SUMMER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS ----------------------- -------------------------------------------------- N 128. 00 65. 8 8422. 4 DBL CLR N 22 . 0 38 . 3 . 91 763 .0 DBL CLR N 10 . 0 38 . 3 . 58 221.4 DBL CLR N 12 .0 38 . 3 . 60 275.8 DBL CLR N 42 . 0 38 . 3 . 90 1442.4 DBL CLR N 42. 0 38 . 3 . 93 1496.0 E 65 . 00 65 . 8 4277. 0 DBL CLR E 25. 0 79. 7 . 87 1740 . 1 DBL CLR E 16 .0 79 . 7 . 94 1205 . 1 DBL CLR E 24.0 79 . 7 . 89 1696 .0 SE 21 .00 65 . 8 1381. 8 DBL CLR SE 21 . 0 79 . 1 . 34 559 .5 S 220 . 00 65 . 8 14476 . 0 DBL CLR S 38 .0 66 .2 . 37 923 .3 DBL CLR S 35. 0 66 . 2 . 35 803. 6 DBL CLR S 18 .0 66 . 2 . 45 536.2 DBL CLR S 84. 0 66 . 2 . 85 4726. 7 DBL CLR S 45 . 0 66.2 . 86 2561. 9 SW 18 .00 65 . 8 1184. 4 DBL CLR SW 18 .0 79 . 1 . 47 669. 2 W 53. 00 65. 8 3487. 4 DBL CLR W 8 . 0 79. 7 . 84 535 . 6 DBL CLR W 21. 0 79 . 7 . 31 518. 8 DBL CLR W 24.0 79. 7 . 91 1747.0 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- --- ---------- . 15 2,838 . 00 505 . 00 . 843 33,229.00 28, 011.06 22, 421. 82 - - ---------------------- NON GLASS------------ - AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1581 . 0 . 9 1422 . 9 Ext Wood Frame 11. 0 1581. 0 1. 70 2687. 7 Adj 826 .0 . 7 578 . 2 Adj Wood Frame 11. 0 826 .0 . 70 578.2 DOORS---------------- Ext 21. 0 6 . 1 128 . 1 Ext Wood 21. 0 6 . 10 128 . 1 Adj 86 . 0 2 . 4 206 . 4 Adj Wood 86 . 0 2 . 40 206 . 4 CEILINGS------------- UA 2643 .0 . 6 1585 . 8 Under Attic 30 .0 2808 . 0 . 60 1684. 8 Under Attic 19. 0 109. 0 1 . 10 119. 9 FLOORS--------------- Slb 226 . 0 -37 . 0 -8362 . 0 Slab-on-Grade . 0 226 . 0 -41 . 20 -9311. 2 Rsd 467 . 5 -4.0 -1865 . 3 Rsd Wood (Stem-UFI 19.0 467 . 5 -1. 50 -701.3 INFILTRATION--------- 2838 . 0 8 . 0 22704 . 0 Practice #2 2838. 0 8. 00 22704.0 - ------------------------------ TOTAL SUMMER POINTS 44, 409 . 14 40, 518. 47 -------------------------------- TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- WINTER CALCULATIONS BASE __= i === AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ----------------------- -------------------------------------------------- N 128 .00 -10 . 6 -1356 . 8 DBL CLR N 22 . 0 7 . 3 1. 14 182.5 DBL CLR N 10 . 0 7. 3 1 . 66 121.3 DBL CLR N 12 . 0 7. 3 1. 63 142.5 DBL CLR N 42 . 0 7. 3 1 . 15 352. 6 DBL CLR N 42. 0 7.3 1 . 10 338. 3 E 65 .00 -10. 6 -689. 0 DBL CLR E 25 . 0 -9 . 2 . 65 -150. 3 DBL CLR E 16 . 0 -9. 2 . 84 -123 . 2 DBL CLR E 24.0 -9 . 2 . 69 -151. 6 SE 21.00 -10 . 6 -222 . 6 DBL CLR SE 21.0 -22 . 7 -. 14 65 . 3 S 220 . 00 -10. 6 -2332 . 0 DBL CLR S 38 . 0 -28 . 4 -. 18 198 . 1 DBL CLR S 35. 0 -28. 4 -. 30 296. 9 DBL CLR S 18 .0 -28 . 4 . 27 -138.0 DBL CLR S 84. 0 -28. 4 . 93 -2223. 9 DBL CLR S 45 . 0 -28 .4 . 94 -1201. 3 SW 18. 00 -10. 6 -190 . 8 DBL CLR SW 18 . 0 -22. 7 . 28 -114. 4 W 53 . 00 -10. 6 -561 . 8 DBL CLR W 8 .0 -9 . 2 . 57 -41. 7 DBL CLR W 21. 0 -9 . 2 -1. 29 249. 2 DBL CLR W 24.0 -9 . 2 . 75 -166 .3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 2,838. 00 505 . 00 . 843 -5, 353 . 00 -4, 512 . 42 -2, 364.00 -------------------------------- NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1581 . 0 2. 2 3478 . 2 Ext Wood Frame 11. 0 1581 . 0 3 . 70 5849. 7 Adj 826. 0 3. 6 2973. 6 Adj Wood Frame 11 . 0 826 .0 3 . 60 2973 . 6 DOORS---------------- Ext 21. 0 12 . 3 258 . 3 Ext Wood 21. 0 12. 30 258 .3 Adj 86 .0 11 . 5 989 .0 Adj Wood 86 .0 11 . 50 989.0 CEILINGS------------- UA 2643 .0 1. 2 3171 . 6 Under Attic 30. 0 2808. 0 1. 20 3369. 6 Under Attic 19 .0 109. 0 2 .00 218.0 FLOORS--------------- Slb 226 .0 8 . 9 2011. 4 Slab-on-Grade . 0 226 . 0 18 . 80 4248 .8 Rsd 467 . 5 1.0 448 . 8 Rsd Wood (Stem-UFI 19 .0 467. 5 . 80 374.0 INFILTRATION--------- 2838 . 0 7. 4 21001. 2 Practice #2 2838 .0 7 . 40 21001.2 --------------------------------------- TOTAL WINTER POINTS 29, 819 . 68 I 36, 918 . 21 - - --------------------------------- TOTAL x SYSTEM = HEATING i TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- ******************************************************************************* WATER HEATING ******************************************************************************* BASE __- I =_= AS-BUILT - ---------------------------------- NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ---------------------- -------------------------------------------------- 4 3803 .0 15, 212 . 00 50 . 92 1. 000 3638 . 7 1.00 14, 554. 67 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT -------------------------------------- COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 16431. 4 16400 . 8 15212 . 0 48, 044. 20 14396 .2 18672 . 5 14554. 7 47, 623. 37 ***************** * EPI = 99. 12 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99. 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 29 . 6 1 -------------------X- I R-0 R-7 Wall R-Value. . . . . . . . . 11. 0I --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 12 . 8 -------------X------- � AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17.0 SEER/EER. . . . . . . . . . . . . . . . . . 10. 0 IX-------------------- I 9. 7 EER 16 .0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12.0 Electric COP/HSPF. . . . . . . . 7 . 0 iX-------------------- 1 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 --------------------- � WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 92 1 ----------X---------- I 0. 54 0. 90 Gas EF. . . . . . . . . . . . . . 0. 00 1 --------------------- 1 0 . 40 0 . 80 SolarEF. . . . . . . . . . . . . . --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99 . 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 29. 6 I -------------------X- I R-0 R-7 Wall R-Value. . . . . . . . . 11 . 0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 12 . 8 -------------X------- ) AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 .0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 0 IX-------------------- I 9. 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 0 IX-------------------- I 0. 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0. 00 I --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0. 88 0. 96 Electric EF. . . . . . . . . . . . . . 0. 92 I ----------X---------- I 0. 54 0. 90 Gas EF. . . . . . . . . . . . . . 0 .00 I --------------------- I 0 . 40 0 . 80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: SINGLE FAMILY BUILDER: LANDMARK HOMES AND ADDRESS: LOT 13/2 SEVILLA GAR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: CITY OF ATLA ZONE: 11_1 21_1 31_1 OWNER: BRODEUR RESIDENCE PERMIT NO. JURISDICTION NO. CK 1. New construction or addition 1 . New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3 . 0 4. If Multifamily, is this a worst case (yes/no) 4. 5 . Conditioned floor area (sq. ft. ) 5 . 2838 . 00 6 . Predominant eave overhang (ft. ) 6. 1. 50 7 . Porch overhang length (ft. ) 7 . 12. 00 8 . Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 505 . 00sgft b. Tint, film or solar screen 8b. O.Osgft O . 00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 226. 00 ft b. Wood, raised (R-value, area ) 9b.R=19 .00 , 467 . 50 sqft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame ( Insulation R-value) 10a-2 R=11.00, 1581. 00sgft a. Adjacent: 2 . Wood frame ( Insulation R-value) 10a-2 R=11.00, 826 .00sgft 11 .Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=19 . 00 , 109. 00sgft a. Under attic (Insulation R-value) lla.R=30 . 00 , 2808 . 00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 .00 , uncond 13.Cooling system 13 . Type: Central A/C �L SEER: 10 . 00 14.Heating System: 14. Type: Heat Pump ��-�- HSPF: 7 . 00 15 .Hot water system: 15 . Type: Electric EF: 0. 92 16.Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17. Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . MZ HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99. 12 a. Total As_Built points 19a. 47623. 37 b. Total Base points 19b. 48044.20 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy ode. Code. Before construction is completed i this building will be inspected for PREPARED BY: �� compliance in accordance with Section DATE: // 553 . 908 F. S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGEN BUILDING OFFICIAL: �,� ✓ '� Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: SINGLE FAMILY BUILDER: LANDMARK HOMES AND ADDRESS: LOT 13/2 SEVILLA GAR PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: CITY OF ATLA ZONE: 11_1 2I_I 31_1 OWNER: BRODEUR RESIDENCE PERMIT NO. JURISDICTION NO. CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3 . 0 4. If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq. ft. ) 5 . 2838 . 00 6. Predominant eave overhang (ft. ) 6. 1. 50 7. Porch overhang length (ft. ) 7 . 12. 00 8 . Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft -4K-0.00sgft b. Tint, film or solar screen 8b. O. Osgft SDs-0. 00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 226 .00 ft b. Wood, raised (R-value, area ) 9b.R=19 . 00 , 467. 50 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame ( Insulation R-value) 10a-2 R=11. 00, 1581. 00sgft a. Adjacent: 2 . Wood frame ( Insulation R-value) 10a-2 R=11 . 00, 826 .00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=19. 00 , 109. 00sgft a. Under attic ( Insulation R-value) 11a.R=30. 00 , 2808 .00sgft 12.Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6 . 00 , uncond 13.Cooling system 13 . Type: Central A/C A ,- SEER: 10. 00 14.Heatin System:g Y : 14. Type: Heat Pump tl2L- HSPF: 7.00 15 .Hot water system: 15 . Type: Electric EF: 0. 92 16.Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17. Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . MZ HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 99. 12 a. Total As_Built points 19a. 47623 . 37 b. Total Base points 19b. 48044. 20 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy C de. Code. Before construction is completed ,/ this building will be inspected for PREPARED BY: /��. compliance in accordance with Section DATE: It S 553. 908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, Basketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers. Combustion devices see 606 . 1.A. 2. ------------------------------------------------------------------------------- Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612. 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610. 1.ABC. 2 & 610 . 1 .ABC. 3. Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic ******************************************************************************* SUMMER CALCULATIONS BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ----------------------- -------------------------------------------------- N 128 . 00 65 . 8 8422 . 4 DBL CLR N 22 .0 38 . 3 . 91 763.0 DBL CLR N 10 . 0 38 . 3 . 58 221.4 DBL CLR N 12 . 0 38 . 3 . 60 275.8 DBL CLR N 42. 0 38 . 3 . 90 1442.4 DBL CLR N 42.0 38 . 3 . 93 1496 .0 E 65 . 00 65 . 8 4277 . 0 DBL CLR E 25 . 0 79. 7 . 87 1740 . 1 DBL CLR E 16 . 0 79. 7 . 94 1205 . 1 DBL CLR E 24. 0 79 . 7 . 89 1696.0 SE 21 . 00 65 . 8 1381 . 8 DBL CLR SE 21. 0 79 . 1 . 34 559. 5 S 220. 00 65 . 8 14476 . 0 DBL CLR S 38 . 0 66 . 2 . 37 923.3 DBL CLR S 35 . 0 66 . 2 . 35 803 . 6 DBL CLR S 18 . 0 66 . 2 . 45 536 .2 DBL CLR S 84.0 66 . 2 . 85 4726 . 7 DBL CLR S 45 . 0 66. 2 . 86 2561. 9 SW 18 . 00 65 . 8 1184. 4 DBL CLR SW 18 .0 79. 1 . 47 669. 2 W 53 . 00 65 . 8 3487 . 4 DBL CLR W 8 . 0 79 . 7 . 84 535 . 6 DBL CLR W 21 . 0 79 . 7 . 31 518. 8 DBL CLR W 24. 0 79. 7 . 91 1747.0 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS ------------------------------------------------------------------------------- . 15 2, 838 .00 505 . 00 . 843 33, 229. 00 28,011. 06 22,421.82 ---------------------- NON GLASS------------ - AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1581 .0 . 9 1422 . 9 Ext Wood Frame 11. 0 1581 . 0 1. 70 2687 . 7 Adj 826 . 0 . 7 578 . 2 Adj Wood Frame 11. 0 826 . 0 . 70 578 .2 DOORS---------------- Ext 21 . 0 6 . 1 128 . 1 Ext Wood 21 . 0 6 . 10 128. 1 Adj 86.0 2 . 4 206 . 4 Adj Wood 86 .0 2 . 40 206 .4 CEILINGS------------- UA 2643.0 . 6 1585 . 8 Under Attic 30 . 0 2808 .0 . 60 1684.8 Under Attic 19 . 0 109.0 1 . 10 119. 9 FLOORS--------------- Slb 226 .0 -37 . 0 -8362 . 0 Slab-on-Grade . 0 226 . 0 -41. 20 -9311.2 Rsd 467 . 5 -4. 0 -1865 . 3 Rsd Wood (Stem-UFI 19. 0 467. 5 -1 . 50 -701. 3 INFILTRATION--------- 2838 . 0 8 . 0 22704. 0 Practice #2 2838 . 0 8 . 00 22704.0 - ------------------------------ TOTAL SUMMER POINTS 44, 409 . 14 I 40, 518. 47 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ----------------------- -------------------------------------------------- N 128 . 00 -10 . 6 -1356 . 8 DBL CLR N 22 . 0 7 . 3 1. 14 182 .5 DBL CLR N 10 . 0 7 . 3 1 . 66 121. 3 DBL CLR N 12. 0 7 . 3 1. 63 142 .5 DBL CLR N 42 . 0 7 . 3 1. 15 352. 6 DBL CLR N 42 .0 7 . 3 1. 10 338. 3 E 65 . 00 -10 . 6 -689 . 0 DBL CLR E 25 .0 -9 . 2 . 65 -150. 3 DBL CLR E 16 . 0 -9 . 2 .84 -123.2 DBL CLR E 24. 0 -9 . 2 . 69 -151. 6 SE 21. 00 -10. 6 -222 . 6 DBL CLR SE 21 . 0 -22. 7 -. 14 65. 3 S 220 . 00 -10. 6 -2332 . 0 DBL CLR S 38 .0 -28 . 4 -. 18 198. 1 DBL CLR S 35 . 0 -28 . 4 -. 30 296 . 9 DBL CLR S 18 .0 -28 . 4 . 27 -138. 0 DBL CLR S 84.0 -28 . 4 . 93 -2223 . 9 DBL CLR S 45 . 0 -28 . 4 . 94 -1201. 3 SW 18 . 00 -10. 6 -190 . 8 DBL CLR SW 18 . 0 -22. 7 . 28 -114. 4 W 53 . 00 -10. 6 -561 . 8 DBL CLR W 8 . 0 -9 . 2 . 57 -41. 7 DBL CLR W 21. 0 -9. 2 -1. 29 249.2 DBL CLR W 24. 0 -9. 2 . 75 -166 .3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS --------------------------------------------------------------- ------------- . 15 2, 838 . 00 505 . 00 . 843 -5, 353. 00 -4, 512 . 42 -2,364.00 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1581 .0 2 . 2 3478 . 2 Ext Wood Frame 11.0 1581 . 0 3 . 70 5849 . 7 Adj 826 . 0 3 . 6 2973 . 6 Adj Wood Frame 11. 0 826 . 0 3 . 60 2973. 6 DOORS---------------- Ext 21.0 12 . 3 258 . 3 Ext Wood 21.0 12 . 30 258 . 3 Adj 86 .0 11. 5 989 . 0 Adj Wood 86 . 0 11. 50 989.0 CEILINGS------------- UA 2643 . 0 1. 2 3171. 6 Under Attic 30 . 0 2808 . 0 1. 20 3369. 6 Under Attic 19 . 0 109 . 0 2 . 00 218.0 FLOORS--------------- Slb 226 . 0 8 . 9 2011 . 4 Slab-on-Grade .0 226 .0 18 . 80 4248. 8 Rsd 467 . 5 1. 0 448 . 8 Rsd Wood (Stem-UFI 19.0 467 . 5 . 80 374.0 INFILTRATION--------- 2838 . 0 7 . 4 21001. 2 Practice #2 2838 . 0 7 . 40 21001.2 TOTAL WINTER POINTS 29, 819 . 68 I 36, 918. 21 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ _-= AS-BUILT NUM OF x MULT - TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS + RATIO MULT ---------------------- -------------------------------------------------- 4 3803 .0 15, 212 . 00 50 . 92 1. 000 3638 . 7 1 .00 14,554. 67 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ******************************************************************************* SUMMARY ******************************************************************************* BASE __- __= AS-BUILT =_- COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 16431. 4 16400 . 8 15212 . 0 48, 044. 20 14396 . 2 18672. 5 14554. 7 47, 623. 37 ***************** * EPI = 99 . 12 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99 . 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 29 . 6 I -------------------X- i R-0 R-7 Wall R-Value. . . . . . . . . 11. 0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 12 . 8 -------------X------- � AIR CONDITIONER. . . . . . . . . . . . . 10. 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10. 0 IX-------------------- I 9. 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12 .0 Electric COP/HSPF. . . . . . . . 7 . 0 IX-------------------- 1 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 I --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0. 96 Electric EF. . . . . . . . . . . . . . 0 . 92 I ----------X---------- I 0. 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 .00 I --------------------- I 0. 40 0. 80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99 . 1 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 29 . 6 -------------------X- � R-0 R-7 Wall R-Value. . . . . . . . . 11. 0 ( --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 12 . 8 I -------------X------- I AIR CONDITIONER. . . . . . . . . . . . . 10. 0 SEER 17 .0 SEER/EER. . . . . . . . . . . . . . . . . . 10 .0 IX-------------------- I 9. 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 .0 IX-------------------- I 0. 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 .00 I --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 92 1 ----------X---------- I 0. 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 I --------------------- I 0. 40 0 . 80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 i ! BRODEUR RESIDENCE HVAC LOAD ANALYSIS i RECEIVED for DEC 15 1991 —--- - y of Atlantic Beach Landmark Homes wilding and Zoning I Job Location: Lot 13/2 Sevilla Gardens Atlantic Beach, Florida I Car rier Five Star Residential and LiSht RK I >` I Prepared By: Freida Jones Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 10-15-97 I RHVAC-Residentiat S Eight Conercial HVAC Loads Progsam creElite Software©euelopmerrt:lnc Ocean State Htg 8 A/C Brodeur Residence Neptune Beach,FL 32266-1798 30-15-97 Paget Total,Building Summary Loatls Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 505 16,476 0 16,531 16,531 10D Door Wood Solid Core 107 1,326 0 871 871 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1,581 6,405 0 3,500 3,500 13C Part R-11 + 1/2" Gypsum(R-0.5) 826 1,672 0 1,188 1,188 16G Ceiling R-30 Insulation 2,738 4,066 0 4,066 4,066 191 Floor Over Basement/Encl Crawl Carpet + R-19 468 506 0 0 0 _22A Slab on Grade No Edge Insulation 226 8,237 0 0 0 Subtotals for structure: 6,451 38,688 0 26,156 26,156 Active People: 10 0 2,300 3,000 5,300 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 Ductwork: 0 2,899 0 3,677 3,677 Infiltration: Winter CFM: 389.5, Summer CFM: 173.1 612 19,280 6,035 3,998 10,033 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 01* 0 Sensible Gain Total: 40,431 Temperature Swing Multiplier: X1.00 Building Load Totals: 60,867 8,335 40,431 48,766 Check Figures Total Building Supply CFM: 1838 CFM per square foot: 0.647 Square feet of room area: 2,842 Square feet per ton: 649.504 Building Loads Total heating required with outside air: 60,867 Btuh 60.867 MBH Total sensible gain: 40,431 Btuh 83 % Total latent gain: 8,335 Btuh 17 % Total cooling required with outside air: 48,766 Btuh 4.064 Tons (based on sensible + latent) 4.376 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Wednesday, November 05,1997 RFNAC-Residentiat&light Commercial ii1lAC Loads Prog:arra E#ite SnKware Qevelopment,Inc. Ocean State Htg 8 A/c Brodeur Residence Neptune Beach,;FL 3226fi-1.798 10-15-97: Page 3 System #'t Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 415 13,540 0 12,072 12,072 10D Door Wood Solid Core 42 653 0 393 393 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1,391 5,635 0 3,079 3,079 13C Part R-11 + 1/2" Gypsum(R-0.5) 155 313 0 223 223 16G Ceiling R-30 Insulation 2,082 3,092 0 3,092 3,092 22A Slab on Grade No Edge Insulation 226 8,237 0 0 0 Subtotals for structure: 4,311 31,470 0 18,859 18,859 Active People: 6 0 1,380 1,800 3,180 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 Ductwork: 0 2,343 0 2,746 2,746 Infiltration: Winter CFM: 310.9, Summer CFM: 138.2 457 15,389 4,817 3,192 8,009 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 30,197` Temperature Swing Multiplier: X1.00 System Load Totals: 49,202 6,197 30,197 36,394 Check Figures Supply CFM: 1,373 CFM per square foot: 0.628 Square feet of room area: 2,186 Square feet per ton: 668.896 System Loads o required T tal heatin with outside air: 9 4 202 Btuh 49. 01 MBH 92 Total sensible gain: 30,197 Btuh 83 % Total latent gain: 6,197 Stuh 17 % Total cooling required with outside air: 36,394 Btuh 3.033 Tons (based on sensible + latent) 3.268 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i Wednesday,November 05, 1997 RHVAC-Residential 8 Light Commercial HVAC Loads Prograrn Elite Software Development,Inc. ' Ocean State Htg&A/C 8rodeue Residence Neptune Beach,F! 32366-1798 W.15-97 Page 4 System #2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 90 2,936 0 4,459 4,459 10D Door Wood Solid Core 65 673 0 478 478 12C Wall R-11 + 1/2" Gypsum(R-0.5) 190 770 0 421 421 13C Part R-11 + 1/2" Gypsum(R-0.5) 671 1,359 0 965 965 16G Ceiling R-30 Insulation 656 974 0 974 974 191 Floor Over Basement/Encl Crawl Carpet + R-19 468 506 0 0 0 Subtotals for structure: 2,140 7,218 0 7,297 7,297 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 Ductwork: 0 556 0 931 931 Infiltration: Winter CFM: 78.6, Summer CFM: 34.9 155 3,891 1,218 806 2,024 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 10,234` Temperature Swing Multiplier: X1.00 System Load Totals: 11,665 2,138 10,234 12,372 Check Figures Supply CFM: 465 per q p CFM square foot: 0.709 Square feet of room area: 656 Square feet per ton: 592.285 System Loads Total heating required with outside air: 11,665 Btuh 11.665 MBH Total sensible gain: 10,234 Btuh 83 % Total latent gain: 2,138 Btuh 17 % Total cooling required with outside air: 12,372 Btuh 1.031 Tons (based on sensible + latent) 1.108 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I Wednesday,November 05,1997 RHVAC:-Residential;&Light Commercial HVAC Loads Program Etite5ottware Development,Inc. Ocean State Htg&A/C Brodeur Residence Neptune Beach, FL 32266-1798 1 D-15 97 page 5 Room Load':Summary. Reports j System #1 Room Load Summary Htg Htg Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Master Suite 490 11,338 147 0-0 5,942 1,398 270 1.35 365 270 2 Foyer 85 3,386 44 0-0 1,399 453 64 1.00 64 64 3 Dining 186 4,489 58 0-0 2,044 443 93 1.00 93 93 4 Living 156 3,098 40 0-0 1,509 369 69 1.35 93 69 5 Kitchen 168 261 3 0-0 2,914 0 132 1.00 132 132 !, 6 Nook 50 4,912 64 0-0 2,176 601 99 1.25 124 99 7 Family Room 330 8,651 112 0-0 4,594 1,345 209 1.35 282 209 8 Sitting Room 154 5,082 66 0-0 2,236 474 102 1.35 137 102 9 Bed #2 195 2,934 38 0-0 3,299 724 150 1.00 150 150 10 Bath #2 187 3,067 40 0-0 1,977 169 90 1.00 90 90 11 Utility & Stairs 185 1,984 26 0-0 2,107 221 _ 96 1.00 96. 96 System 1 Totals 2186 49,202 639 30,197 6,197 1,373 1,625 1,373 Main Trunk Size: 20x12 in. I I System#1 COOI:i: g System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.033 83%/17% 30,197 6,197 36,394 Recommended: 3.268 77%/23% 30,197 9,020 39,217 System #1 Equipment Data i Heating System Cooling System j IIS I i I I I I Wednesday, November 05, 1997 RHVAC-Resident�a#8.liglttCommercial HVAC Loads Program " EliteSottware Development:Inc. Brodeur Residence Ocean State Htg al'. C :Page,6 Neptune Beach, L 322£fi 1?9.8- 10-15-97 Room Fie orfs I".oad Su#rt�nery p ;, System#2 Roor E.aa- Summary g 9 g 9 Htg Htg Run CI CI CI Zone CI Air Room Area Sens Nom Duct Sens Lat Nom Add Add Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 12 Bed # 3 188 2,095 27 0-0 1,891 696 86 1.00 86 86 13 Bath #3 220 4,656 60 0-0 5,067 471 230 1.25 288 230 14 Bed #4 248 4,915 64 0-0 3,276 971 149 1.00 149 149 System 2 Totals 656 11,665 151 10,234 2,138 465 523 465 Main Trunk Size: 10x10 in. System#Z'Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons p S lit Btuh Btuh Btuh i Net Required: 1.031 83%/17% 10,234 2,138 12,372 Recommended: 1.108 77%/23% 10,234 3,057 13,291 I, I I I Wednesday,November 05, 1997 Truss Connections Landmark Homes Brodeur Residence Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection T1 GIR 2380 2380 (2) RTPGA830ts N/A MTS27B T1 840 880 (2) HCPLULR TPP4 @ 16"o.c. TPP4 @ 16"o.c. T7 GIR 3030 3030 2 RTPGA830ts N/A MTS27B T8-H3, H4, H5 460 530 HCPLL; (2) HCPLULR TYPICAL TYPICAL T-9, T10 680 820 HANGER ; 2 HCPLULR N/A; TPP4 @ 16"o.c. NIA; TPP4 @ 16"o.c. T11, T12 368 680 770 HCPLL ; (2) HCPLL; (2)HCPLL TYPICAL TYPICAL T13-H1, H2, H3, H4 280 700 360 HCPLL ; (2) HCPLULR ; HCPLL TYPICAL TYPICAL T14-H1 550 410 2 HCPLULR ; HCPLL TYPICAL TYPICAL T18-H1 510 530 HCPLL ; (2) HCPLULR TYPICAL TYPICAL ALL OTHER'S <510 <510 <510 1 HCPLULR TYPICAL TYPICAL Where RTPGA830 is indicated install two(2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32"o.c. (Capacity: 395 plf or 790#uplift for trusses at 2'o.c.) Nail with 8- 10d com. HCPLULR Uplift Capacity: 510#; HDPT2 Uplift Capacity: 880# wl 8-8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity: 1750#; MTS27B Uplift Capacity: 3745#1 All connectors are SEMCO or equal (U.O.N.) Y /,. /z-/2/92 Jeffrey K. Hu!sberg P.E. (904) 886-2401 NAILING SCHEDULE CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 Lap in double plate 12- 16d common 16-0.131"x 3 1/4"gun nails 20 - 12d sinkers 6"o.c. on edges and 12"o.c. in the field with 8d common , box, screw 6"o.c. on edges and 12"o.c. in the 4"o.c. on edges and 8"o.c. in the SW - shearwall shank or ring shank field with 0.131"x 2 112"gun nails field with 0.099"x 2"gun nails 3"o.c. on edges and 12"o.c. in the field with 8d common , box, screw 3"o.c. on edges and 12"o.c. in the SW(3) -shearwall shank or ring shank field with 0.131"x 2 1/2"gun nails 1/2"or 7/16" Roof Sheathing, 100 6"o.c. on all supports with 8d 6"o.c. on all supports with 0.131"x 2 6"o.c. on all supports with MPH Zone common, ring shank or screw shank 1/2" ring shank gun nails 0.099"x 2" ring shank gun nails 4"o.c. on edges and 6" o.c. in the 1/2"or 7/16" Roof Sheathing, 110 field with 8d common, ring shank or 4"o.c. on edges and 6"o.c. in the MPH Zone screw shank field with 0.131"x2 1/2"gun nails 4-0.131"x 1 1/2" nails in truss and Semco HCPLULR clip 4-8d common in truss and plate plate Semco TPP4/6 8- 10d common 10-8d common 10-0.131"x 1 1/2" nails Alpine TPA4/6 8- 10d common N/A N/A 13 -0.162"x 2 1/2" nails in each Semco RTPGA830 13- 16d common in each member member Semco MTS27B 24- 16d common 24 -0.162"x 2 1/2" nails 7-0.148"x 1 1/2" nails in rafter and Simpson MTS12 7- 10d common in rafter and plates plates Simpson MTT28B 24- 16d common 24-0.162"x 2 1/2" nails Simpson HTT22 32- 16d sinkers Jeffrey K. Hulsberg PE. 3015 Hartley Rd. Suite 10, Jax, FL 32257 (904) 886-2401 GD695.6116D OR T-I GIR TM1S OWG PflCPARFR FROM COMPUTER INPUT (LaADS It OIMFN5IORS) SNPITT11D 811 TItU55 NPR, TOA CHORD ?x6 SI, #2 N 3 Complete Trusses Required Pi .a BOT CHORD 2xP SP #1 Donse :172 2x4 SP #? N: --� WEBS 2x4 SP #3 NAILING SCHCDUtE: (4.1310.0_9_n®lls) 141" CHORD: I ROW (M 9" o,c. 100 MPI1 WIND, 16.18 I.T HEAR HG I , SUCCI , BOT CHORD; 1 ROW ® 4" o.c. FNCLOSED OLOG, LOCATED ANYWIfF.RE IN ROOF, wt.BS : 1 ROW Q4 4" o,c. WIND TC DE_ - 5.0 PSI, , WIND 8C IlL - !i.0 F/SF , RI'PtAl NATIJNG AS FACIE LAYER IS APPI IED, USF EOUAI SPACING 0-UPLIFT CONNECTION REQUIRED AT HEARING BVTWtt.N ROWS AND S1AC6F:Jt. NAZI S IN VACH ROW TO AVIIID SIll.II f ING, (1) 1/?" bn1Cs MAY 13I` 9SID IOR (l) 0. 131XJ.1 -cl _110Is OR DEFLECTION CRITEIZIA IS [/360 LIVE AND L/240 'IGTA1 LOAD. THE TOP CHORD ONLY. 1EITS GIRDER D=SIGNFD TO CARRY ID-00-00 I RAMING TC/11C SPLIT RLCOMMENDED CAMBER 114' Al MJDSPAN 111:1WLEN 11LARIRGS. FROM ONF SIDE AND 02-00-00 FRAMING TC/BC SPI IT FROM 01-Iff R SIDE. COLLAR TIE Til RF BRACED X1114 IXA #:3 ;•IFM-1IR OR nFTTFR r,ONI'INUOUS I ATI RAI. RRACIIIG AT 24" O.C., UNLESS A RIGID CFI[ IN6 IND 4ERTICAL (3) DESIGNED FOR VERTICAL LOADS ONLY, IS ATIAC10) DIRT-CILY 10 IT. EIRACING MADE11IAl IU fil. S111'PI.I11) AND AT IACIM) AT BOTll FNDS TO A SI)TIABI.F: SUPPORT BY I RFC'EIf1N C4NIRACT4R. 3X71+ 5717{1I} x TMS A11IC 1RUSS DESIGNED -10 SUPPORT ADDITIONAI LOAD OF I . 5X4- i ,5 XA- 44.410 PSI` LIVE LOAD ANO 10.00 I'Si 0EAI) LOAD DN 1101TOM CHOR I} I .5X4m FROM 03-08-00 10 18-01-00. THIS SAMI_ SECTION S1111PORTS 71 r 10.00 PSF DEAD LOAD AI{TNG TOP CHORD DUE TO CL I L I NG LOAD 5X7(1) qI 1.5X41 R? 3X5w j 5X!(R) 4' AND 14.00 f SF ALONG THE KNI_I: WALLS. A RIGID CEILING OR CONTINUOUS 1-AI•FRAL BRACING AT ?.4" O.C. 4- -2 MUST BE PROPERLY AITACHFD 10 TETU BOTTOM CHORD. 7-4-0 7-00 C4NVI-_N1I0*AI FRAMING IS NOT THF RESPONSIBILITY OF THE TRUSS 6XG- DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS 145-0 ERECTING IRUSSES ARE CAUI'IUNLD '10 SOCK ADVICE 6Y A LOCAL, 8` '? PR01I:SSJ4HAl kRGM R REGARDING CONVENTIONAL FRAMING. 1X3 III SX9(R) III SX9(R) A 37(3111 �'E----21-9-0 Over 2 Supports--�-� R-6604 W-3.5"U-2380 R-6604 W-3.5"U-2380 (RI) (111) (R1) 11/20/97 ADE PLT TYP, Alpine TPI-95 Desion Criteria: TPI 18.Ib8 FL 1 E �� I\L -11 RIF -.125"/Ft. "w4nx 1Ny" TP.4 SSf 111[9111X1 LITNFMF CARE IN UY FR IC Ai FOR, e4YN1.EBG, rumHIPP[LD. FRAI I?►6110 1C LI.. �O .V PSF F R151-- -A3�0 SRAC L4&_ /PT(R IR"]1 111 (IIAAdLING IYSIA111111; AND IINACt YG). aUYI.[SItLC tY 1.1 (1NASS P{All. {111AIJlq 7NSIIIUT(, DBlEtin'DNGIF.I:A., SU[ll zCG. MAf.'1SIP . W) 6371IC9), FOR SATtn F'RAC11CCi Moll 10 T L !` DI- 7,0 PSF RATE 10J29/9 a1[FURNI114 iNIONCi TUX S. UHIE SS Ill. l_k INO IC A ). IQF CNCAD 5-411. -4IL Pd DPI N'1 All IA[Ntfl �� }` •••. +� ♦ E STI.PCiuRAt. PAN[L5, flC•4 TON {11D(D S•Atl •4Lt 4 FIDPENIY A1TA+NIR R7Glu Fff.11111. % V9111 Fri`••�C�,�� D� �O O P�1' ��ryw �CUSR�51 97��Z��i "INP@1110,# " FORNt5.11 A 441.11 e7 THIS C'LS[9R TU L4 Wil.01IAIIOY C0IRA,%dL. I.IPINE INCLNILIIO • 'Ql• �i� I 1\ PN9:010S, LAIC. 5.41{ Ail D{AL SPCA SI1i.I TOR A11Y 41 f1 A11U1 IRDN MFS OF 11:,11; AYY 1411 UR{ TD fl n ��)� �'4� it p -- 1VIID EHL TRUSSES IN CONI.ORFANCt Mill 101: ON F4NN{:A1[Yn. ItamraLNG, SIIfPP1N6. tYSFA:t"llD1 tlt • W4VO4 • • 1]C LL 0 .0 PSF FIC-ENG AIiE/41PF� 1NAC1Y6 DF ENUSSES. THIS 05164 CONFCNNS MW! 05Ip:411I: C1tDYtS111RS fit AJS [A4IIDNAI 1401414 TA SMIF1CA1I014 PUOLIS1Fn AY T.1 ARFRICAN FOREST 41111 iAPLN A517C TAY IDN) ANII IN. AI W (OT,LD (I7 �0 PSF 5EON - 3631NF 'tj.d • -�'. • FROM L�❑ C.CHt{.1441 ARF NAC[ OF IDEA ASTM AEt1 GRA) GAiV. STCII. OEM Ai N01f.4. 4IPIT 4ORNICIORS TO • 1�+ 's• DUR.FAC. 1 .33 1-I�01'1 F\l- AE..inp..d , - FAACH IA![ OF •CUSS ANO UYI FSi OINENVISF COCATEO ON TNii 4115[�Y, 15:;111 ON C411N(C:•3iS P:R ,/�4 b 1, ••• l ITsinea 'I 27 � �1'AM I4u5 1�1- ISa^.0 it;,'"1 '3 A F AN LkSINEtn'S 5{Al CV 1HL5 CR AMING Af'PI JLS C'YIY 711 1111 C't Slf.1 �J,�Sj�M1i/ � ,alb rnit r T 01. n PAGE 1 ate: 10/28/97 MANNING BUILDING SUPPLY LOG #: G0695 TRUSS DIVISION JOB #: JACKSONVILLE Salesman: JOHN FERGUSON Pitch: 7/12 in ustomer: COLONIAL HOMES , INC. Job Name: LANDMARK HOMES " Address : Address : BRODEUR '"esigner: KEN ------------------------------------------------------------------------------- QtySpan I Left O.H.I O.H. I Description IEPriceed ------------------------------------------------------------------------------- 12 21 ' 9" 2 ' 2 ' T-1 0 . 00 2 21 ' 9" 2 ' 2 ' T-1 GIR 3FLY 0 . 00 2 11 ' 9" 2 ' 0 ' T-2 0 . 00 4 11 ' 9" 2 ' 0 ' T-3 0 . 00 1 14 ' 10" 8 2' 0 ' T-4 0 . 00 6 15 ' 2" 2 ' 0 ' T-5 0 . 00 4 11 ' 5"8 2 ' 0 ' T-6 0 . 00 1 11 ' 5"8 2 ' 0 ' T6-H4 0 . 00 „ 1 11 ' 5"8 2 ' 0 ' T6-H3 0 . 00 1 11 ' 5"8 2 ' 0 ' T6-H2 0 . 00 1 11 ' 2" 2' 0 ' T6-H1 0 . 00 1 16 ' 4" 0 ' 0 ' T-7 GIR Z (0 0 . 00 1 14 '4" 0 ' 0 ' T8-Hl 0 . 00 1 14 '4" 0 ' 0 ' T8-H2 0 . 00 1 29 ' 7"8 0 ' 0 ' T8-H3 0 . 00 2 29 ' 7"8 0 ' 0 ' T8-H4,H5 0 . 00 1 41 ' 6" 0 ' 2 ' T-9 0 . 00 2 41 ' 6" 0 ' 2 ' T-10 0 . 00 2 41 ' 6" 2 ' 2' T-11 0 . 00 1 41 ' 6" 2 ' 2 ' T-12 0 . 00 2 35 ' 10" 2 ' 0 ' T13-H3 ,H4 0 . 00 1 35 ' 10" 2 ' 0 ' T13-H2 0 . 00 1 35 ' 10" 2 ' 0 ' T13-H1 0 . 00 1 12 ' 6" 15 2 ' 0 ' T14-H4 0 . 00 1 10 ' 9"8 2 ' 0 ' T14-H3 0 . 00 1 10 ' 9"8 2 ' 0 ' T14-H2 0 . 00 1 1019"8 2 ' 0 ' T14-H1 0 . 00 1 12 ' 9" 10 2 ' 0 ' T-15 0 . 00 6 13 ' 11" 2 ' 1 ' 1" T-16 0 . 00 3 13 ' 11" 2' 111" T-17 0 . 00 1 13 ' 11" 2 ' 0 ' T18-H4 0 . 00 1 13 ' 11" 2 ' 0 ' T18-H3 0 . 00 1 13 ' 11" 2 ' 0 ' T18-H2 0 . 00 1 13 ' 11" 2 ' 0 ' T18-H1 0 . 00 1 10 ' 6" 2 ' 0 ' T-19 GABLE 0 . 00 2 9 ' 5"8 2 ' 0 ' T-19 0 . 00 3 8 ' 5" 0 ' 0 ' T-20 0 . 00 16 4 ' 2" 1 ' 1 ' T-1 PIGGYS 0 . 00 1 21 ' 9" 2 ' 2T-1 GABLE 0 . 00 "' 2 8 ' 9"4 it 1 ' T8-H5 , T13-H3 0 . 00 2 8 ' 9"4 1 ' 1 ' T-9 ,T-12 PIGGY 0 . 00 4 8 ' 9"4 1 ' 1 ' T-10 , 11 PIGGYS 0 . 00 1 3 ' 0" 1 1 ' 1 ' T-1 GABLE PIGGY 0 . 00 2 8 ' 1"9 2 ' 9" 15 0 ' 8 ' 1"9 HIP JACK 0 . 00 4 5 ' 9" 2 ' 0 ' 5 ' 9" END JACK 0 . 00 4 5 ' 2 ' 0 ' 5 ' CJ 0 . 00 4 3 ' 2 ' 0 ' 3 ' CJ 0 . 00 4 1 ' 2 ' 0 ' 1 ' CJ 0 . 00 4 7 ' 2 ' 0 ' 7 ' TRAY END JACK 0 . 00 1 7 ' 2' 0 ' 7 ' END JACK 0 . 00 1 9 ' 10" 13 2' 9" 15 0 ' 9 ' 10"13 VAULT HIP JACK 0 . 00 4 7 ' 2 ' 0 ' 7 ' VAULT END JACK 0 . 00 2 5 ' 2 ' 0 ' 5 ' VAULT CJ 0 . 00 2 3 ' 2 ' 0 ' 3 ' VAULT CJ 0 . 00 2 1 ' 2' 0 ' 1 ' VAULT CJ 0 . 00 ------------------------------------------------------------------------------- Total Engineered Price 0 . 00 11 fiH�Jz� _ 11'2* 16'4" 7.4• 11W 1 OOPROVEDNDT UT OR ALTEOFF�SES. UNLESS ��" USS 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES MILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT. T 3. NO BACKCHARGES ALLOWED. UNLESS APPROVED t- IN WRITING BY TRUSS PLANT MANAGER. 10 4. APPROVED BY UO T6- f I APPROVAL DATE: T T fT• OEL DATE T6-H3' zsb 7/12 PITCH 3e 24" OH SG/CUT r- 2- MANNING BLDG. SUPPLIES Tr 16 r 11155 PHILLIPS PKWAY P11f 268-0225 ti JAK. FLA. 32256 �-1i io JOB:G0695 T18-H4 m CUSTOMER: LANDMARK HOMES T18-H3 LOC: BRODEUR - 7 -N T-z T DESIGNER:KEN PARKER ip i-f9 GABLE ATTENTION ... BUILDER IS REPSONSIBLE TO INFORM ALL SUBCONTRACTORS AND FRAMERS NOT TO CUT. DRILL OR KNOTCH ROOF TRUSSES OR BEAMS. T-f 6IR BUILDER "ILL BE RESPONSIBLE FOR REPAIRS. REPLACEMENT COSTS AND/OR ENGINEERING FEES. CONVENT10 AL FRAMED m 0 01 v T-1 6IR ID O m O -T-i GABLE 7'10' m�T, m I I I I � I � I I I 1 ' I J BRG. WALLS BRG. WALL BRG. WALL I 1 � � BRG. WALL I i i i 1 I I I I ; I 1 BRG. WALL I 1 I I I I I I I I iI I I I I I 1 I i I i i I I 1 Al A! '?�9R 4 V R N! mp .(G0695-BR ODEUR - T-1 GABLE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 16.63 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE END VERTICAL(S) DESIGNED FOR VERTICAL LOADS ONLY. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DESIGNED BY THE BUILDING DESIGNER. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 5X5= 5X5--- 7 X5;7 r- 1 7 6-7-15 6-7-15 5X5= D-Q jg-O-Q (, 8-6-15 1_ 4-7-2 _1_ 8-6-15 _1 R=108LIP F W=21-;I--.9-0 Over Continuous Support Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Alpine TPI-95 Design Criteria : TPI 18.1b8 FL/-/l/-/E/-/- Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 3 0.0 P S F R E F 8 1 5 1- -43661 0RACE.G. REFER TO MIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFIO UR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR i0 P��'t�j fi�tia - T C D L 7. 0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP C110RD SHALL HAVE PROPERLY ATTACHED (G, q�T4•:J/ STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G � "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ott 2.T BC DL 10.0 PSF DRW HCUSR151 97302053 PRODUCTS, INC, SHALL NOT NI RESPONSIIIII FOR ANY DEVIATION FROM 11115 01SI6N, ANY IAItIIRF 10 *I �0 BUILD INETRUSSESINCONFORMANCE WI IH TPI: OR FABRIPC ICAC.AIING. HANDLING, SHIPPING, INSTALLATION OR BC LL 0.0 P S F 11C-E NG A B E/W P F SP ECBRArF ICATIONNG OF TEL U PUBLISHEDS SE S. BYSTHES AMERICCANOFORESTT ANDD PAP ERB ASSOCOIATION)SOF ITSAND TPI.(N ALPINEI. DESIGN STATE.OF TOT.L D . 47 .0 P S F S E Q N - 50814 CONNECTORS ARE MADE OF 20GA ASTM A653 G437 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ••• D U R FAC. 1 .3 3 F R 0 M K P EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POS I TIDN CONNECTORS PER �^{•�•4 r ` Alpine Engineered Products,Inc. ORA 130. 150 AND 160 A-F. AN ENGINEER'S SEAL ON T11I1 DRAWING APPLIES ONLY TO THE DESIGN �•+ Haines Try EL 33&14 S P A C I N G OF THE TR SS ME D SHALL NOT BE REL iE� ]N ANY OiNER MAY. �71C (G0695-BRODEUR - T-1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 N 100 MPH WIND, 16.78 FT MEAN HGT, SBCCI , BOT CHORD 2x8 SP #1 Dense :B2 2x4 SP #2 N: ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 :W1, W9 2x6 SP #2 N: WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO COLLAR-TIE TO BE BRACED WITH 1X4 #3 HEM-FIR OR BETTER BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING CONTINUOUS LATERAL BRACING AT 24" O.C. , UNLESS A RIGID CEILING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A IS ATTACHED DIRECTLY TO IT. BRACING MATERIAL TO BE SUPPLIED SUITABLE SUPPORT BY ERECTION CONTRACTOR. AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF 40.00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD END VERTICAL(S) DESIGNED FOR VERTICAL LOADS ONLY. FROM 03-08-00 TO 18-01-00. THIS SAME SECTION SUPPORTS 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. AND 10.00 PSF ALONG THE KNEE WALLS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X7= 5X7 (R) 2X5 III 2X5= 7 r B2 2X5111 2X5= 3X5=- 5X7 X5=5X7 (R) 1 .5X4 III 5X7 (R) 9-1-2 (A) (A) 7-0-0 W1 (A (A) W9 7-0-0 14-5-0 Li 8-1-2 5 X 9(R) III 5 X 9(R) III 3X3111 6X10= 3X3111 R=2201 W=3.5" U=840 R=2201 W=3.5" U=880 -e-Q L_ 8-0-0 _I_ 5-9-0 _1_ 8-0-0 _I �E 21-9-0 Over 2 Supports J PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/l/-/E/-/- Scale =.1875" Ft . "NARN(NG— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F 8 1 5 1- -4 3 5 9 6 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE08 P r INSTITUTE. 583 O'OROFIO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO , ti �,,d T C D L 7 .0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ! STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .G E�O� BC DL lO.O PSF DRW HCUSR151 97302058 IMPORTANT'" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED at 29' /"`� PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO *) / fj/r BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR d BC LL 0.0 P S F HC-ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP PIICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF TOT .I_D 4 7 .0 P S F S E A N 50676 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND ]VI, ALPINE �j M CONNECTORS ARE MADE OF By THE ASA653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S'•.zC �• Alpine Engineered Products,Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER .. .(,� D U R .FAC . 1 .33 F R 0 M K P Haines City,FL 33844 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS BRAKING APPLIES ONLY TO THE DESIGN GGA SPACING 2 4 .0" F TNc TRUSS�IlhcpiCTFD HE RE SAND SHALL Mill RFI LEO UPON IN ANY OTHER WAY,-"7 'AEA' --Xlle -`�.. :: F'.... I.. !. .(G0695-BRODEUR - T-1 GIR) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 N 3 Complete Trusses Required BOT CHORD 2x8 SP #1 Dense :132 2x4 SP #2 N: WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 9" o.c. 100 MPH WIND, 16.78 FT MEAN HGT, SBCCI, BOT CHORD: 1 ROW @ 4" o.c. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS : 1 ROW @ 4" o.c. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING U=UPLIFT CONNECTION REQUIRED AT BEARING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. THE TOP CHORD ONLY. THIS GIRDER DESIGNED TO CARRY 10-00-00 FRAMING TC/BC SPLIT RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. COLLAR-TIE TO BE BRACED WITH 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING AT 24" O.C. , UNLESS A RIGID CEILING END VERTICAL(S) DESIGNED FOR VERTICAL LOADS ONLY. IS ATTACHED DIRECTLY TO IT. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 5X7= 5X7 (R) THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF 1 .5X4=— 1 .5X4= 40.00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD 1.5X4111 1 .5X4111 FROM 03-08-00 TO 18-01-00. THIS SAME SECTION SUPPORTS 7 , 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD 5X7 (R) \\\ 1 .5X4 62 3X5= 7 AND 10.00 PSF ALONG THE KNEE WALLS. 5X7 (R) iir A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. g_ 2 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7-0-0 7-0-0 CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS 6X6= DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS 14-5-0 ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL 8 -2 PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 3X3111 5 X 9(R) III 5X9(R) III 3X3111 o-o L__� L_ 8-0-0 _I, 5-9-0 _I_ 8-0-0 1 ! 21-9-0 Over 2 Supports--- 0 R=6604 W=3.5" R=6604 W=3.5" PLT TYP. Alpine TPI-95 Design Criteria : TPI 18.1b8 FL/-/11-/E/-I- Scale =.125" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 3 0.0 P S F R E F R151- -43601 BRACING. REFER TO HITT 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 4:�=....p�7ti PERFORMING THESE FUNCTIONS, UNLESS 0111ERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED (G, T C D L 7 .0 P S F DATE 10/29/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGINfERED ICY 2YUC DL 10.C PSF DRW HCUSR151 97302064 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 1111S DESIGN; ANY FAILURE 10 p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR ! U C LL 0.0 P S F HC-ENG A B E/W P F BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE:OF TOT.L D. 47 .0 P S F S EON - 3631 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO � � D U R .FAC 1 3 3 FROM K P EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER //CIC .' Alpine Engineered Products,44 ,lnC. DRAWINGS 130. 150 AND 160 A F AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN „ Hail s Citv.FL 3344 --� Taus D HERE +u ND IED u lNY Drl SPACING 7 2.0 .(G0695-BRODEUR - T-2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 N 100 MPH WIND, 16.78 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 :Wl 2x6 SP #2 N: WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING END VERTICAL(S) DESIGNED FOR VERTICAL LOADS ONLY. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X7= 1.5X4111 7 F- 3X6% (A)) 11-8-0 7-0-0 W1 8-1-2 1.5X4111 3X5= 3X3= R=713 W=3.5" U=200 R=540 W=3.5" U=370 LI-2-0-031 I_ 8-0-0 _I_ 3-9-0 _I —11-9-0 Over 2 Supports PLT TYP. Alpine TPI -95 Design Criteria: TPI 18.1b8 FL 1 E Scale -WAR NING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151- -43602 GRACING. REFER 10 IIIH 91 (HAND INC, INS TAT IINC, AND BRACING), PULL ISIIFD BY TPI (TRUSS PI ALF R P PI- . F� INSTITUTE. 113 D'ONOFIO UR., SUITE 200, MADISON. NI 53119), [OR SAFETY PRACTICES PRIOR IU \A �1•� ?� f(�• 'yA T C D L 7 .0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED +'� �`` �•, STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,G u0 �•� BC DL 10.0 PSF DRW HCUSR151 97302021 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED D�L 29- PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r) ' '� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR 1 BC LL 0.0 P S F HC E N G A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STAT F.;OF TOT.L D. 4 7 .0 P S F S E O N 50682 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, AT P INE CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ,�•.-...... DUR .FAC. 1 .33 FROM KP Alpine Engineered Products,Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TITS DESIGN, POSITION CONNECTORS PER pn Haines City,FL 33844 DR AMINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS OR AM TNG APPLIES ONLY TO THE DESIGN �CIJ P A C 1 , 2 4 n n '-155 DEf IERE AIS _... NOT ,._ ..D U _. OTHER .:. .. ': .(G0695-BRODEUR - T-3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1 .5X4111 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X5% 7 (- 7- -9 2X4(Al) 8-1-2 1 .5X41(( X3=L- 3X3=— L-2-0-0---J 2-0-0---J fE 11-9-0 Over 2 Supports R=522 W=3" U=320 R=731 W=3.5" U=270 PLT TYP, Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.375" Ft. **WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND t] tf T C L L 30.0 P S F R E F R151- -43603 BRACING. REFER TO BID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �•�'ER P�/ INSTITUTE. 583 O'ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO -a� �1,F�[`• /�/ PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATIACHED `+,•1(y� TC C D L 7 .0 P S F DATE 10/29/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. AtPINF ENGINEERED D,F:t 29'aBC DL 10.0 PSF DRW HCUSRI51 97302022 PRODUCTS, IXC. SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 1 r '�` B C L L 0.0 P S F H C-ENG A B E/W P F BUILD THE TRUSSES iN CONFORMANCE Nil, IPL; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR JV�lV! �� BRACING OF TRUSSES. THIS DESIGN f,ONFORMS WITH D PAPER E PROVISIONS OT NDS (NATIONS DESIGN STATE;OF TOT.L D 47 .0 P S F SEAN 50685 SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. Al('INE �j CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO /��.,,L( I �• Alpine Engineered Products,Inc, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ........ DD U R .F A C� . 1 .33 FR0M K P Halll�.c ljiv F j4 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN �'7�"��J �� ift47R USS 2—"LI-1-0 HFRf-0 \ IED U NY OTI ---# (G0695-BR ODEUR - T-4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEB LENGTH. RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. 1 .5X4111 PROVIDE HANGER AT RIGHT END OF TRUSS FOR 672.03 LBS. 3X5% 7r (A) 9-0-7 (A) +8-1-2 2X4(A1) = 1.5X4111 3X3=— LI-2-0-O.J X3=LI-2-0-0.1 < 14-10-8 Over 2 Supports R=874 W=3.5" U=300 R=672 W=3.5" U=410 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.25" Ft. '*WARNING*' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ['X T C L L 3 0.0 P S F R E F R151-43605 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��JES A ` INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO \f`�A"fIF� ^ T C D L 7.0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �l `+'`, q k. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O.EL 2,10. BC DL 10.0 PSF DRW HCUSR151 97302023 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 * ! '; BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLATION OR t r BC LL 0.0 P S F HC-ENG A B E/W P F BRACINEC.IG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF TOT.L D . 4 7 .0 P S F S E Q N 50688 SPF(CATION PUBLISHED fly THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of TOGA ASTM A6S3 GR:11 GAL V. S7f F1, IX11 PI AS NOM). AI'll Y is ON NI CIORS 70 Alpine Engineered Products,Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION (.ONN[CIOHS PER V�n ry�7` D U R .FAC. 1 .f 3 3 FROM KP IUg.;'City,FI, 33844 DRAWINGS 100, 150 AND 150 A F. AN FNGINEFp'S SEAT ON IMS DRAWL G AT'I'1IES ONLY 10 THE DESIGN SPACING 2`t .0" OF THE TRUSS DEPICTED HERE AND SHALL NOT 8E RELIED UPON IN ANY OTHER WAY. '(G0695-BRODEUR - T-5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1.5X4111 3X5% 7-2-7 7 1-- 5X5 10-1-2 5X5= 3X5=- 5 X5=5 3X3= 8-1-2 3X5(Al) L.2-0-O;J 5-1-2 10-0-14 fE 15-2-0 Over 2 Supports j R=888 W=3.5" U=450 R=686 W=3.5" U=290 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1 b8 FL 1 E Scale -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND E! T C L L 30.0 P S F R E F R151- -43606 BRACING. REFER TO If IB 91 (HANDLING INSTALLING AND BRACING), PUB I.I SHED BY TPI (TRUSS PLATE '�ER �^ INSTITUTE. 583 D'ONOF10 OR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO .... .ya�:� •�ti TC DL 7 .0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAt I. HAVE PROPERLY AIIACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID 1, IL LNG. G �•�, /� "IMPORTANT" iURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED qt 2� BC DL 10.0 PSF DRW HCUSR151 97302024 PRODUCTS. INC. SNALL NOT BE RE 5PON SIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ( f 1 : Q BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR r B C L L 0.0 P S F HC E N G A B E/W P F BRACING OF 1 USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF TOT.L D . 47 .0 P S F S E O N - 50692 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AMC) TPI. ALPINE ��p, CONN[CTORS ARE MA OF Of ZOGA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY C,ONNICIORS TO /'`AZonko'•'� EACH FACE OF 7RU55, AND UNLESS OTHERWISE LOCATED ON TNIS OE SIGN, POSITION CONNEf.tORS PCR �""'� C7\ D U R .FAC 1 .33 F ROM K P Alpine Engineered Products,Inc. DRAWINGS 130, 150 AN 160 A-F. AN ENGINEER'S SEAL ON THIS OR AWING APPLIES ONLY TO ILLE DESIGN Haines City,FL 33844 SPACING 2 4.O" OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. .(G0695-BRODEUR - T-6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1.5X4111 3X5% 5-0-8 7 F- 10-1-2 5X5= � 5 3X3= 8-1-2 2X4(Al) L-2-0-0—J 5-1-2 6-4-6 I� 11-5-8 Over 2 Supports ----� R-724 W=3.5" U=340 R=506 W=3.5" U=310 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.375" Ft. "WARNING" TR TRUSSES RFOUIRE EX CARE IN FABRICATION, HANDLING,, SHIPPING, INSTAIIING AND �� T C L L 30.0 P S F R E F R 1 5 1- -43607 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 1P1 (TRUSS PLATE INSTITUTE. 503 D'ONOFTO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR 10 �a ..A.,IIF�IC"!'Ya T C D L 7 .0 0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED v,••((•.T' k•"Y" STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT- OOUORTAN,NC. SFURNISH AB CORESPONSTBLEDESIGNATOO THEVINSTALLATIONON FROM TCONTRACTOR. ALPINEFENGINEERED DLC 27W, BC DL 10.0 PSF DRW HCUSR151 97302025 ANY �' BC LL 0,0 PSF HC-ENG ABE/WPF BUILD TME TRUSSES IX CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR r BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPI.ICABIE PROVISIONS OF NES (NATIONAL DESIGN STATE OF ,;'( TOT.L D. 4 7 ,0 P S F S E 0 N - 50695 —�\� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAT'FR ASSOCTAITON) AND IPJ. AIP)NF CONNECTOR$ ARE MADE OF 20GA ASTM AfiSI GRIT GAIV. STEEL, FXCEPT AS NOTED. APPIY CONNECTORS TO f(�""�� '• Alpine Engineered Products,Inc. EACH FACE OF TRUSS, ANE UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECJOGS PFR V� 3\ D U R . FAC . 1 .3 3 F R 0 M K P Haines City,Fl, 33844 DRAWINGS 130, 150 AND 1,0 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN S P A C I N G 2 4.0" TRUSS.7"——FE MER IN' <HAII N T RF RrL"ON IN AN FR NAY .(G0695-BRODEUR - T6-H4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X7= 1.5X4111 3X5 3-10-5 7 F- 10-1-2 3X5= 5X5= _I 5 3X3= 8-1-2 2X4(Al) L-2-0-0— J 9-5-2 _I, 2-0-6 �I I 5-1-2 T 6-4-6 CE 11-5-8 Over 2 Supports R=724 W=3.5" U=340 R=506 W=3.5" U=250 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/l/-/E/-/- Scale **WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANOI.ING, SHIPPING, INSTALLING AND Q T C L L 3 0.0 P S F R E F R151-43609 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �'�C'fl �(/ INSTITUTE. 583 D'ON OFIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO .1 10JI'�C.* ,yA�.- TIC D L 7 0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERTY ATTACHED V VT` -1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE II.ING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ott 2 Q BC DL 10.0 PSF DRW HCUSRJ51 97302026 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TNF TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR BC L L 0.O P S F HC-ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF .? TOT.L D . 4 7 .0 P S F S E O N - 50698 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE �j CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Alpine Engineered Products,In C. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ...._:-w\CS\ D U R .FAC. 1 .33 FROM KP Haines Citv,Fl, 33844 DRAWINGS 130, 150 AND 160 A F AN ENGINEER'S SEAL ON THIS DRAWING AP PI IES ONLY TO THE DESIGN ry�U Cr, S P A C I N G 24.0 " ..: RU55 D! .- NEHE _,.. L _'.'ED "' ..,Y 0 ..... �...,, :.:.. ... (G0695-BRODEUR - T6-H3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5= 1 .5X4111 1.5X4111 2-8-5 7 F- 10-1-2 5X12-- 5 X12=5 3X3= 8-1-2 2X4(Al) L-2-0-0—J 5-1-2 7-5-2 _1_6-4-6 4-0-6 T rF 11-5-8 Over 2 Supports R=724 W=3.5" U=360 R=506 W=3.5" U=220 PLT TYP, Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/l/-/E/-/- Scale =.375" Ft. -WAR N I NG- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 30.0 P S F R E F R151- -43610 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE n P INST IiUTE, SB3 D'ON OF IO DR., SUITE 200. MADISON, WE 53119), FOR SAFETY PR ACiICES PRIOR TO \ A � � I; �yAy. T C D L 7 .0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP fHOftD SHALL HAVE PR UPERLY AIT ACHED V T` -i STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G u p//�� " BC IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ott 24' -DL 10.0 PSF DRW HCUSR151 97302027 PRODUCTS, INC. SNAIL NOT BE RE SPONS 1111E FOR ANY III VIAI[ON IROM 1111 III SIGN; ANY IATI URI IO �I /D BUILD THE TRUSSES IN CONFORMANCE WITH IPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLAIION OR r r + PIC L L 0.0 P S F 11C-ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STAT F.:OF TOT.L D . 47.0 P S F S E A N 50701 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE (� CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GAILY. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO 20�1�(J�p:•�r�j� D U R FAC. 1 .33 F R 0 M K P Alpine Engineered Products Inc EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �R GY" Haines City,F1, 33814 DRAWINGS 130, 150 AND 160 A f AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN Xyl/LLLTT, SPACING 2 4.0" OF TME TRUSS DE�ICTEO HERE Aye SHALL_"B� RELIED UPON_11 ANY OT NAY .(G0695-BRODEUR - T6-H2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5(R) \\\ 1.5X4111 3X5= 1-6-5 7 U10-1-2 5X5= 3X8= J 5 1 .5X4111 8-1-2 2X4(Al) L-2-0-0--J 5-5-2 zl_ 6-0-6 5-1-2 T 6-4-6 --11-5-8 Over 2 Supports —� R=506 W=3.5" U=200 R=724 W=3.5" U=360 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.lb8 FL/-/l/-/E/-/- Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND t] t� T C L L 30.0 P S F R E F R151- -43612 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��es A./C� INSTITUTE, 583 D'ONOFIO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO \ �"�1FlC' •y T C D L 7 .0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �G �' BC DL 10.0 PSF DRW HCUSR151 97302028 "IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ott 2y�Jo83 RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO '�• B C L L 0.0 P S F H C-E N G ABF/W P F BLIED IHE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR � BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLIC.ARI.E PROVISIONS OF NUS (NATIONAL DESIGN F TE O ;'�'. TOT.L D. 4 7 .0 P S F S E O N 50704 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPT. AIPIN[ STATE TE CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �'�'•:`-/r<<" �•(•'� D U R FAC. 1 .33 F R 0 M KID Alpine Engineered Products,Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER [kyr t P3 Haines City,Fl. 33844 DRAWINGS 130. 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN �CIJ L SPACING 2 4.0" [ OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. E •(G0695-BRODEUR - T6-H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO DESIGNED BY THE BUILDING DESIGNER. TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 5X5-- 7 X5=7 (— T u Cr 2X4(D1 = 2-0-4 0-0-4 8-1-2 L, 3-5-2 J_ 7-8-14 J !— 11-2-0 Over Continuous Support R=94 PLF W=11-2-0 Note: All Plates Are 1 .5X4 Except As Shown. PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL 1 E Scale —.375"/Ft. -WARN I NG-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND pp i� T C L L 3 0.0 P S F R E F R151- -43613 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �'t ER P l�f INSTITUTE. 583 D'ONOFIO DR., SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO �1�;.A'�tr) T C D L 7.0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �T' {G=` �Y:•�+'' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. (J Njp "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ACC l�T'"•YY BC DL 10 0 PSF DRW HCUSR151 97302029 PRODUCT SHALL HL OOR FABRICATING,ADEVIATION ICATING, HANDLIING, STHIS H ESIGN; ANY FAILURE TO BUILD THE TRUSSESIN CONFORMANCE WITHTPI HIPPING. INSTALLATION OR • �' � BC LL 0.0 PSF HC-ENG ABE/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF ! TOT.L D . 4 7 .0 P S F S E A N 50710 SPECIFICATION PUBLISHED BY THE AMFRICAN FOREST AND PAPER ASSOCIATION) AND TPI. Al PI NF Sj Ay, C'ONNEC T ORS ARE MADE OF 20GA ASTM A653 GR37 GAL V. STEEL, IXC.E PI AS NO]111. API'LY CONNICTOR:S 10L_ �T 1 F,A L/ EACH FACE OF Tfl USS, AND UNI ESS OTIIF RNISE I.00'ATED ON 11115 FIE SIf,N, POSITION CON NE f,T ONS PER S .+`[;N�.3\ DDR •FAC. ` •33 FR01'I ISP z1pincEnginecred Products,Inc. Haines City,Fl. 33844 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPl IES ONLY TO [HE ' . _. DESIGN D .,� �4ALlSSPACING 2[4 0" ----4, ------ -{ 7' (G0695-BRODEUR - T-7 GIR) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x8 SP #1 WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nails) :Lt Wedge 2x6 SP #2 N: :Rt Wedge 2x6 SP #2 N: TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 4" o.c. 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI, WEBS : 1 ROW @ 4" o.c. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN EACH ROW TO AVOID SPLITTING. U=UPLIFT CONNECTION REQUIRED AT BEARING (1) 1/2"—bolts MAY BE USED FOR (2) 0.1310.0_g_nails ON THE BOTTOM CHORD ONLY. DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. BEARING BLOCKS: NAIL TYPE: 0. 1310.0_g_nails THIS GIRDER DESIGNED TO SUPPORT 42-00-00 SPAN FRAMING TO THE BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK BOTTOM CHORD FROM ONE SIDE. OPPOSITE SIDE SUPPORTS 05-09-00 0 0.000' 1 13" 20 JACKS. JACKS HAVE TWO PANEL TOP CHORD WITH NO END VERTICAL. 1 16.042' 1 13" 20 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS CHORD. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X8= 1.5X4111 5X8 3 X 5 3X5�� 7 F— --17 NV/ �� 5X12 (A3) III 5X12 (A3) III 3X8(A3) = Ll 3X8(A3) = -,h--10-i-2 4X4111 5X7 5X7= 4X4111 3X8(A3) = 5X7= 3X8(A3) << 5-9-0 I 4-10-0 I 5-9-0 I 16-4-0 Over 2 Supports R=8388 W=3.5" U=3030 R=8388 W=3.5" U=3030 PLT TYP. Alpine TPI-95 Design Criteria : TPI 18.1b8 FL/-/I/-/E/-/- Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 30.0 P S F R E F R151- -43615 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO ff•��:51�� ,J� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �•(G�` �q,k.�r TC DL 7.0 P S F DATE 10/29/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'G �Ip "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED &t 1°3'� BC DL 10.0 PSF DRW HCUSR151 97302059 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR l BC L L 0.0 P S F HC-ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE:OF. TOT.L D. 47 .0 P S F S E O N - 3612 SPECIFICATION PUBLISHED BY TME AMERICAN fOftEST AND PAPER ASSOCIATION) AND TPI. ALPINE �j CONNECTORS ARE MADE Of 20GA ASTH A653 GR37 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO /c��•.L��'� AI the En Ineered ProdUctS,Inc. EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER V ` D U R .FAC. 1 .33 F R 0 M K P P g DRAWINGS 130, ISO AND 160 A F AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN IlaineS City,FL 33844 SPACING 2 4.0" OF THE TRUSS OEPj CTED HERE RNLI SHALL NOi BF.RELIED UPON N ANY OTAY. (G0695-BRODEUR - T8-H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE HANGER AT LEFT END OF TRUSS FOR 685.62 LBS. 5X5F- 3X3= L J 1.5X4 7 F- 5-11-5 �10-1-2 2X4(Al) = 3X8= m F 1 .5X4111 I. 9-6-14 I 4-9-2 I I< 14-4-0 Over 2 Supports 30. R=686 W=3" U=200 R=662 W=3.5" U=290 PLT TYP. Alpine TPI -95 Design Criteria: TPI 18.1b8 FL/-/l/-/E/-/- Scale =.375" Ft. **WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND cpp T C L L 30.0 P S F R E F R151- -43616 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE t,.•�Gn�P/C INSTITUTE, SB3 D'ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO af'�A�' "fyf T C D L 7.0 P S F DATE 10/29/97 PERF URMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AITACHED �1;•(��` "Q�>':•-Y� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .GBC DL 10.0 PSF DRW HCUSRI51 97302060 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED pct lel"�f7`l� PRODUCTS, INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r- / r ';• BUILD THE TRUSSES IN CONFORMANCE NIT" TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR ! I BC LL 0.O P S F HC A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF :'RRR T 0 T.L D. 47 0 P S F S E 0 N - 3617 SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE �j CONNECTORS ARE MADE OF 20GA ASTM A653 GR 37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ,�(�'��1,�� •• Alpine Engineered Products,Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS DER /ice3` D U R .FAC. 1 .33 FROM K P Haines City,Fl, 33844 DRAWINGS 130, 150 AND 160 A F AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN SPACING 2 4.0" •'.` 'R USS D "•�•°^ HE__ NE °^ °,�•�1 N07�+° ^°,IED UP ," •vY 0TH �•• (G0695-BRODEUR - T8-H2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE HANGER AT LEFT END OF TRUSS FOR 685.62 LBS. 5X5= 3X3= LJ 3X5% 7 F- 5 1-5 10-1-2 2X4(Al) 1.5X4111 3X8= 1.5X4111 9-6-14 I 4-9-2 I fE 14-4-0 Over 2 Supports R=686 W=3" U=200 R=662 W=3.5" U=290 PLT TYP. Alpine TPI -95 Design Criteria : TPI 18.1b8 FL/-/l/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 3 0.0 P S F R E F R151- -43617 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFIO DR., SUITE 200, MADISON, WE 53719). FOR SAFETY PRACTICES PRIOR TO aaP-�A1'V— PERFORMING T D L 7 0 P S F DATE 10/29/97 . THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED v,••((,�` �Y:•�r STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CETI.ING. ^ G �^ c', "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED 1/C t, L 2*1 BC DL 10.0 PSF DRW HCUSR151 97302061 PRODUCTS. INC. 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 P S F HC-ENG A B E/W P F BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF TOT.LID. 47 .0 P S F S E O N - 3 6 2 0 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2011 ASTM A653 GR31 GALV, STEEL, EXCEPT AS NOTID, APPLY 1U"11CTORS 1O Jn'��{�� .r•� Alpine Engineered IXrOdUelS,Ine. EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER y� y� D U R .FAC. 1 .33 F R 0 M K P Haines City,F7. 33844 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER S SEAL ON THIS DRAW APPLIES ONLY TO THE OE SIGN 7J�U SPACING 2 4.0" 0 TNF TRUSS DEp IGT FD HERE AyD SNAI LL NOT BT RFI TED UPOy,..IN ANY O WAY. .(G0695-BRODEUR - T8-H3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEB LENGTH. PROVIDE HANGER AT LEFT END OF TRUSS FOR 1404.22 LBS. RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. 5X7% 1.5X4111 5X5= 7 1 .5X4111 3X5% 7 F- \\(A) A(A)(A) 7-3-8 10-1-2 3X5 (Al) = 1 .5X4111 5X5= 3X10= 3X5=— L— X5=L— 13-6-14 I 14-4-5 _L2-8-5 fE 29-7-8 Over 2 Supports J R=1404 W=3" U=460 R=1381 W=3.5" U=530 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale WARNINF,"' TRUSSES REOUIRE EXTREME (:ARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND p T C L L 30.0 P S F R E F R 1 51 - -43619 BRACING. REFER TO 1110 91 (HANOI INF, INSTALIINC, AND BRACING), PUBIISIIID BY IPI (TRUSS PI.All q ER P w" _ INSTITUTE, 503 D'ONOFIO OR., SUITE 200, MADISON, NI 53119), FOR SATEIY PRACI ICES PRIOR TO r T C D L 7 .0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INUIC ATEO, TOP I:H ORU SHALL HAVE PR OPENLY ATTACHED �.{GP "Q,s:"� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "() J�IXA p "'IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L''T" B C DL 10.0 P S F D R W HC U SR151 973020 30 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO *,Oct � r'• B C L L 0.0 P S F N C-ENG A B E/W P F B LITEB THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDIING, SHIPPING, INSTALLATION OR ' 771��wwV'!lllllJJJfff r BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH D APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN STATE:OF TOT.L D 4 7 0 P S F S E Q N 50724 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE (�. CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO �1'��M:•y"�� D U R .FAC. 1 .33 F R 0 M K P Alpine Engineered Products,Inc. EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � t3 Haines City,FL 33844 DRAWINGS 130, 150 AND 160 A F AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN G` SPACING 2 4 .0" MER___E..AIIQ -1 N RFr IFD D TN ANY OT AY. .(G0695-BR ODEUR - TB-H4,H5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN NGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. PROVIDE HANGER AT LEFT END OF TRUSS FOR 1404.23 LBS. RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. 5X7= 1.5X4111 5X5= —1 7 1 .5X4111 3X5le, 7 r (A) 1 .5X4o� (A) I (A) 7-3-8 10-1-2 3X5(Al) = 3X5= 5X5= 3X8 3X5= 15-6-14 I 10-4-5 _1_ 3-8-5 ,I LiE 29-7-8 Over 2 Supports 'I R=1404 W=3" U=450 R=1381 W=3.5" U=530 PLT TYP. Alpine TPI -95 Design Criteria: TPI 18.1b8 FL 1 E - Scale =.25" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 3 0.0 P S F R E F R151- -43620 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �R INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO .��':�`P'f1F�1 �'LAT C D L 7 .0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,�� '9��•;rJ/ STRUCTURAL PANFIS, BOTTOM CHORD SHAI.I HAVE A PROPERLY ATTACHED RIGID CFII ING. [u�1^^'��pp UC DL 10.0 PSF DRW HCUSR151 97302031 "IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1) 1. !CI''F17////31� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE IO ( B C L L 0.0 P S F FIC-ENG A B E W P F BUILD THE TRUSSES IN CONFORMANCE WE JET TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPIIC,ABIE PROVISIONS Of NDS (NATIONAL DESIGN STATE:of TOT.L D . 4 7.0 P S F S E A N 5 0 7 2 7 SPFCIFICATION POBLISH[D BY TIIE AMIRICAN FOREST AND PAPER ASSOCIATION) AND TPI. AIPINF CONNECTORS ARE MADE Of 20GA ASTM A653 GR37 GALV, STEEL, EXCEPT AS NOTE11. APPLY CONNECTORS TO S'•,;(�( '� S •-. Nt� DUR .FAC. 1 . 33 FROM KP Alpine Engineered Products,In C. EACH FACE OF TRUSS,150AND UNLESS OTHERWISE IOCATf TI ON THIS DESIGN. POSITION IT CONNIf 10RS 1Pill 0 _ IIXnI1Cs CXIV.Fl, 33944 DR ANINGS 130, 150 AND 160 A F. AN fNGlNfffl'S SF AI ON !Ills DR AMING APPI ITS ONIY 10 Illi Uf 51 GN 'XCLJ SPACING 2 4 O rr ',.� "RUBS -' .� HERE .,. -. LL_!_0 �' -, /ET. 1._Il f'�'. "' 'NY 0TH "" v. S .(G0695-BRODEUR - T-9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. PROVIDE HANGER AT LEFT END OF TRUSS FOR 1943.85 LBS. 5X7= 1.5X4 III 5X7 3X5% 3X5: 7 5X5�� 1 .5X4o� (A) 7 3X8(Bl) �10-1-2 3X8(B1) = 3X5= 5X7= 3X8— 5X7= 3X5=- 15-6-14 X5=15-6-14 I 10-4-4 I 15-6-14 I fF 41-6-0 Over 2 Supports R=2105 W=3.5" U=820 R=1944 W=3" U=680 PLT TYP. Alpine TPI-95 Design Criteria : TPI 18.1b8 FL/-/I/-/E/-/- Scale =.125" Ft. **WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 30.0 P S F R E F R151- -43622 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1��IER P�.. INSTITUTE, 5R3 D'ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO �P �j�I 1C T C D L 7 .0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��`` "q�Y:•y STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'G �u� '"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ACL 19" BC DL 10.0 PSF DRW HCUSR151 97302032 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r '�• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR B C L L 0.0 P S F HC-ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF TOT.L D. 4 7 .0 P S F S E O N 50731 zn�� SPECIFICATION PUBLISHED RY THE AMERICAN fORESF AND PAPER ASSOCIATION) AND IPI. AI PILAF �j CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTE U. APPLY CONN[i.To 10f'•�(�� Alpine Engineered Products,Inc. EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER jNc'� D U R .FAC. 1 .33 FR0M KP Baines tv.FI. 338 4 DRAWINGS 130, 150 AND 160 A F. AN FNGL1 . pI THE ECR'S SEAL ON THIS DRAWING ALP I IES ONLY TO 111E DESIGN �j P A C T C q 4 O n 0 USS OE HERE A� N-' .:- .._ D UPO OIMEX ,. 1 U L ..:; -. .(G0695-BRODEUR - T-10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED HORIZONTAL MOVEMENT IS 0.17" DUE TO LIVE LOAD DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. AND 0.10" DUE TO DEAD LOAD AT ONE SUPPORT. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. PROVIDE HANGER AT LEFT END OF TRUSS FOR 1943.85 LBS. 5X7= 1 .5X4111 5X7= 5X5(R) lir 3X5 4 X 4 1 .5X4\\\ 7 r (A) 7 A 5X5 3X8�� J 6 6 101 2 3X8(Bl) 3X5=_ 5X7= 3X8= 5X12= 5X14 5X7= 3X8(Bl) 5X5= 15-6-14 10-4-5 15-6-13 26-10-0 0_ 8-4-8 D- -3 fE 41-6-0 Over 2 Supports R=1944 W=3" U=680 R=2105 W=3.5" U=820 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.125" Ft. "WARNING" TRUSSES REOUIRF EXTRFME CARF IN FABRICATION, HANDIING, SHIPPING, INSTALLING AND r T C L L 3 0.0 P S F R E F R 1 5 1- -43624 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE GR P INST ITUiE, 583 D'ONOF 1O DR., SUITE 200, MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR 10 �P�PTi jr+ T C D L 7 0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATE O. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPDR7ANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ACI. l9"' Y" BC DL 10.0 PSF DRW HCUSR151 97302033 a UOILLDC THE SHALL NOT BE CONFORMANCE RESPONSIBLE TP[; OR FABRICATING, HANDLING,S SHIPPING, INSTALLATION OR *! r ,I DESIGN; ANY FAILURE TOBC LL 0.0 PSF HC-ENG ABE/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL. DESIGN STATE OF TOT.L D. 47 .0 P S F SEAN 50734 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •, w CONNECTORS ARE MADE Of 7OGA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO J�• tx�t•vp:.Y'�� O U R .FAC. 1 .33 F ROM K P Alpine Engineered Products,Inc. EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATEU ON TIIIS DESIGN, POSITION CONNECTORS PER �p't.X7 Haines City,FI, 33844 DRAWINGS 130, 150 AND 160 A F AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO 1HE DESIGN �XGGIIJJ L, SPACING 24.0" p THF TRUSS D*PTCTFO HE D SHALL N E RELIEDE IN ANY O( WAY. (G0695-BRODEUR - T-11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. SHIM ALL SUPPORTS TO SOLID BEARING. * WARNING: UPLIFT REACTION OF -368# OCCURED ON A NON-WIND LOAD CASE. UPLIFT CONNECTION REQUIRED AT DESIGN LOAD DURATION FACTOR. 5X7= 1.5X4111 5X7= 3X5% &5X5 (A) 7 r 6 X 6 (A) (A) X4. 3X5(A1) = 3X6(B1) 6 6 ` +10 1 2 4X4= 5X7= 3X8= 5X7= 5X12= 5X14 3X3 iii 5X7= 0�q 4 1 171 4w 15-6-14 10-4-5 15-6-13 26-10-0 0. 8-4-8 -0- -3 IE 41-6-0 Over 3 Supports R=2723 W=3.5" U=680 R=1842 W=3.5" U=770 R=42 W=3.5" U=* PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151- -43626 BRACING. REFER TO HIB 91 (HANDLING INSTALLING, AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,S INSTITUTE, 583 D'ONOF10 DR., SUITE 200, MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR TO C'. TC D L 7 .O P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL. HAVE PROPERLY ATT ACIIED ^Q�Y:.'y+' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'G �N10 , **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Iict I9 BC DL 10.0 PSF DRW HCUSR151 97302034 PRODUCTS, INC. SHALL NOT 11 RESPONSIRLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL URI 10 � 1;+ USSES ANC TPT ION OR BUILDRACI NG IF OF ITRUSSE S IN COTHOSMDES IG NITON FORMSOWITHBAPPLICABLEHPROYISIONSHOFPNDS (NATIONLATOESI GN ! r BC LL 0.0 P S F HC-ENG A B E/W P F SPECIFICAT IDN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TOT.L D. 47.0 P S F S E Q N 50737 CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO SAS":2t�FilOR:�\ D U R FAC. 1 .3 3J�F�RO K P Alpine Engineered Products,Inc. EACH FACE OF TR OSS. AND UNLESS OTHERWISE RWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � ✓ Haines City,FL 33844 DRAWINGS 130, 150 AND 160 A F AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN L SPACING 2 4.O" 0 TNF TRUSS D irTFn MERE qBD SHALL NOT BF RIF IED UPON, IN ANL2jj WAY. __. .(G0695-BRODEUR - T-12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. SHIM ALL SUPPORTS TO SOLID BEARING. 5X7= 1.5X4111 5 X 7 3X5 3 X 5 7 r (A) 6 X 6 (A) (A) 7 5X7�� 3X5(AI) = 3X6(131) = �}10-1-2 3X6 (R) III 5X7= 3X8= 5X7= 3X5= F 3X3111 5-1-12-.J I< 15-6-14 I 10-4-4 I 15-6-14 1 41-6-0 Over 3 Supports R=2387 W=3.5" U=690 R=1815 W=3.5" U=750 R=-79 W=3.5" U=210 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.125" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 30.0 P S F R E F 8 1 5 1 BRACING. REFER TO HIB 91 (HANDLING INSTALLING, AND BRACING), PUBIISHED BY TPI (TRUSS PLATE ER A IN57I7UTE, 583 O'ONOFIO DR., SUITE 200, MADISON, Ni 53719), FOR SAFETY PRACTICES PRIOR TO 1''A'Ct�I -, T C D L 7.0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED (G 'Q�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'G �I 'PRMPORTANT" SHALL AHECOPY RFSIOF THIS IIIFDESIGN FOR ANOO III( IIIVINSTALLIROHNSICONTRACTOR .IS IH SIGN; ALPINE ANY FENIIINEERED +QCt 2`1 ' ',1+ SBC DL 10.0 PSF DRW HCUSR151 97302035 BUILD THE TRUSSES IN CONFORMANCE WITH 1P1; OR FABRICATING, HANDLING, SUIPPING, INSIALI.AIION OR ! r O 2 B C L L 0.0 P S F 11C-ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE:OF TOT.L D. 4 7.0 P S F SEAN 50740 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �j CONNECTORS ARE HAD Oi By ASTM A653 GR37 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO /��(��' P g' EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � 7\ D U R . FAC . 1 .33 FR0M K P Alpine En meered Products,lne. DRAWINGS 130. 150 ANU 160 A F. AN ENGINEER'S SEAL ON TNIS OR AWING APPLIES ONLY TO THE DESIGN N Haines City,FI. 33844 SPACING 2 4.0 OF THE TRUSS DEPICTED HERE AND SHALL. NOT BE RELIED UPON IN ANY OTHER WAY. (G0695-BRODEUR - T13-H3,1-14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. SHIM ALL SUPPORTS TO SOLID BEARING. 5X5= 1.5X4111 5 X 5 3X5% 3X5. —I 7 5X5 7 r (A) (A) (A) 1 .5X4 III 3-18-0 1 10-1-2 3X5= 5X5= 3X8= 5X5= 3X3=- 3X5 X3=3X5(Al) LZ-04L. 13-1-12 _I L 15-6-14 I 10-4-5 I 9-10-14 �E 35-10-0 Over 3 Supports R=662 W=3.5" U=280 R=1873 W=3.5" U=700 R=987 W=3.5" U=360 PLT TYP. Alpine TPI-95 Design Criteria : TPI 18.1b8 FL/-/l/-/E/-/- Scale '•WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ,�,yr BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE J ER A� T C L L 3 0.0 P S F R E F R151- -43632 INSTITUTE, 583 D'ONOF10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 1�P .P11 Ic4)Z,ti._ T C D L 7.0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'G u�I p '•IMPORTANT•" FURNISH A COPY Of THIS DESIGN 70 THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED Oct 29�' BC DL 10.0 PSF DRW HCUSR151 97302036 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 r l • BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR ! / ,: BC LL 0.0 P S F HC -ENG A[�E/W P F SPECIF ICATIONU PUBLISHE DTB YHI S T DESIGN AHER IC ANCONFORMS F OR E S TT ANDAPPLICABLE AS SOCIATI ON)SAND OF TPI,OS (NATIONAL DESIGN STATE.CSF TOT.LD. 4 7.0 PSF S E A N - 50747 CONNECTORS AN MADE OF 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TOS•`.'2c�iC�'=•" D U R .FAC . 1 .33 F R 0 M K P Alpine Engineered Products,Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATFO ON THIS DESIGN, POSITION CONNEf.TORS PFR �\ Hautes Cit ,FI. 33844 DRAWINGS 130. 150 AND 160 A F AN ENGINEER'S SEAL ON THIS DRAWING APPL ILS ONIY TO TIIE DESIGN XCV n Y SPACING 24.0 F THE TRU�PIf.TFD NE RE SND SHALL NOT BE RFI TEN IN ANY�R WAY (G0695-BRODEUR - T13-H2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEB LENGTH. SHIM ALL SUPPORTS TO SOLID BEARING. 5X5% 3X5= 3X5= 5X5-- 3X5 1 7 3X5% 7 r (A) (A) 1 .5X4111 3-I8-0 1 �10-1-2 1.5X4111 5X7— 3X5= 5X7= 3X3=- 3X5 X3=3X5(Al) 13-1-12 _I L- 13-6-14 _I_ 14-4-5 _I_ 7-10-14 _I fE 35-10-0 Over 3 Supports R=584 W=3.5" U=280 R=1994 W=3.5" U=710 R=944 W=3.5" U=360 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.1875" Ft. •"WARNING^ TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151 - -43634 BRACING. REFER TO 1X1B 91 (HANDLING INSTALLING AND BRACING), POOL ISIIFD BY IPI (TRUSS PI.AIF ,3 INSTITUTE. 503 '0N 0F OR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ,apo�'Ilr'jC •y T C D L 7.0 P S F DAT E 1 0 2 9 9 7 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �L'•{�� q Y:•��' _ / / STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •G �Id BC DL 10.0 PSF DRW HCUSR151 97302037 I MPON iANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALL O ION CONTRACTOR. AlAI PINE ENGINE I REC 1, 2,1 Y 1� PRODUCTS, INC. SM AIL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE LU r 1� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR ' I BC LL 0.0 PSF HC-ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE:O OF TOT.L D. 47 .0 P S F S EON 50751 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPi. ALPINE { CONNECTORS ARE MADE OF 20GA ASTM A653 CR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO /•�`��;�..'�•/��j� D U R .FAC 1 .33 F ROM K P Alpine Engineered Products,Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Haines City,FI, 33844 DRAWINGS 130, 150 AND 160 A F AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN LT SPACING 2 4.0" F __2*Mf TgU DE -Fn HERE A -AlIQF1 Tr0 UPON IN aN+ OtNER vAr (G0695-BRODEUR - T13-1-11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEB LENGTH. SHIM ALL SUPPORTS TO SOLID BEARING. 5X5= 3X5= 3X5= 5X5= 7 1 .5X4111 3 X 5 7 r (A) (A) 3-8-0 3X5(Al) �10-1-2 3X5= 5X5= 3X5= 5X7= 1 .5X4111 1-2-0 QIE 13-1-12 _I I, 11-6-14 I 18-4-5 I 5-10-14 35-10-0 Over 3 Supports J R=2062 W=3.5" U=680 R=919 W=3.5" U=380 R=541 W=3.5" U=310 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.1875" Ft. **WARN ING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151- -43636 BRACING. REFER TO HILL 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE •��R A INSTITUTE. 583 D'ONOFIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO ( ^�ti PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •;(``' •�Fj�9 T C DL 7 .0 P S F DATE 10/29/97 �JJ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .G !7X •" BC DL 10.0 PSF DRW HCUSR151 97302038 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED VCt. 2 LL DEVIATION INOM THIS ISIGN: ANY BUILD TME TRUSSESA IN NOT OWILD IPI: OR A FABRICATING, HANDLING, SHIPPING, INSTAIIAILURE TOAIION OR •! t '1+ BRACING" RACING OF IRUSSES. THIS DESIGN CONFORMS WI111 APPLICABLE PROVISIONS Of NUS NATIONAL DESIGN B C L L 0.0 P S F HC-ENG A B E/W P F STATE:OF TOT.LD. 47 .0 PSF SEAN - 50754 SPECIFICATION PUBLISHED PY THF ANFRICAN FOREST ANfI PAPER ASSOCIATION) ANI7 IPI. AI FINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR31 GALY, STEEL, EXCEPI AS NOIFU. APPLY CONNI C1RS TO Alpine Engineered Products,Inc. EACH FACE OF TRUSS, AND UNIF.SS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 5' (y\ D U R .FAC . 1 .33 FROM K P P I .."as City,1-1, 33844 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SE Al ON III IS DRAWING APPIIfS ONIY 10 Ilil DESIGNSPACING 2 4.0" * * * * * _ _ OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. :. .'` I IF IF 1 (G0695-BRODEUR - T14-1-14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 5X5% 3X3= 1.5X4- 7 F- 5-' 1-5 2X4(A1) V'n 10-1-2 3X8= 1.5X4111 L-2-0-0---J I, 9-6-14 I 3-0-1 1 fE 12-6-15 Over 2 Supports R=784 W=3.5" U=310 R=560 W=4.938" U=260 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.lb8 FL/-/l/-/E/-/- Scale =.375" Ft. `•WARNING" TRUSSES RECLINE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 30.0 P S F R E F R151- -43638 INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO �,. 'iF,' / PERFORMING, THESE FUNCTIONS. UNIESS OTHERWISE INDICATED, TOP CHORD SHAI.I HAVE PROPERLY ATTACHED .t(G�` �Q,>:.�i TC DL 7.0 P S F DATE 10/29/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ', "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (JCI. 2H BC DL 10.0 PSF DRW HCUSR151 97302039 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO / '; 8UILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLATION OR f' BC L L 0.0 P S F HC E N G A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAIIONAL. DESIGN STATE C.7F _TOT.LD . 47.0 P S F S EON50757 SI'F GIF If AT I ON PIIDI ISHTD BY 1111 AMFRI(.AN IORISI AND PAPER ASSW IAIION) AND IPI. At I'I NF TAT _ \ CONNEI;IORS ARE MADt Of COGA ASIM A0S3 GR37 GALV. SIIEL. IXIAVI A', N01111. AI'I'IY I:UNNIIJONS IU `.VRt��/'� pUR . FAC 1 33 FROM KP Alpine Engineered Products,Inc. EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS Df SIGN, POSITION CONNECTORS FUR Ilnines City,FI, 33844 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON iIIIS D AWING APPLIES ONLY TO Illf DESIGN G` SPACING 2 4 .0" OF THE TRUPICTED N�ND SI{AL tL�HE RELIE� IN ANY 0111(N NAY. � _ (G0695-BRODEUR - T14-H3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5= 3X3= LJ 1 .5X4. 7 F- 4-9-5 2X4(Al 10-1-2 3X8= 1.5X4111 L-2-0-0- J I. 7-6-14 I 3-2-10 FE 10-9-8 Over 2 Supports- J IR=694 W=3.5" U=290 R=474 W=3.5" U=220 PLT TYP. Alpine TPI-95 Design Criteria : TPI 18.1b8 FL/-/l/-/E/-/- Scale =.375" Ft. 'WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND p T C L L 30 0 P S F R E F R151- -43640 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE es P�( 1NSTITOTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO �,`'.nn•�;�j'•,fi'L PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED .•(G,[' �'9,W:, + T C D L 7 .0 P S F DATE 10/29/97 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CL ILING. •G up 3 ' BC DL 10.0 PSF DRW HCUSR151 97302040 •'IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED VC 2 3 PRODUCTS. INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TIIIS DESIGN; ANY FAILURE TO BRACING OF I 1 '� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR BC LL 0.0 P S F HC-ENG A B E/W P F TR IISSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF TOT L D 47 0 P S F S E O N 50760 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IP1. ALPINE �j CONNECTORS ARE MADE OF 20GA ASTM A653 GR31 GAL.V. STILI., EX(:LPI AS NO110. AI'I'LY (:)NNI('IDRS I0 ',`.. •'`y/(•• Alpine Engineered Products,Inc. EAC" FACE OF TRUSS. AND URLESS OTHERWISF LOCATFD ON THIS DESIGN. POSIFroN (ONNICIORS PFR L` ,\ D U R .FAC . 1 .33 FR0M K P Ilames City,F7. 33844 DRAWINGS 130, 150 AND 160 A F, AN ENGINEER'S SEAL ON 11115 DRAWING APPIltS ON1Y 10 IIII DESIGN L SPACING 2 4 .0 Ll OF uc .o"SS DEP r.cn uERE AN """' N01 B or .r0 UPON "' •u" O7MFR .(G0695-BRODEUR - T14-1-12) THtS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL — 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5= 3X3=- 7 X3=7 3-7-5 2X4(Al) t + 10-1-2 3X5= 1.5X4111 L-2-0-0--J L. 5-6-14 I 5-2-10 Le 10-9-8 Over 2 Supports _I R=694 W=3.5" U=310 R=474 W=3.5" U=200 PLT TYP. Alpine TPI -95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.375" Ft. MARNI Nfi"' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING,, SHIPPING, INSTALLING AND T(,, L L 30.0 P S F R E F 9 1 51- -43641 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY FPI (TRUSS PLATE J ES P,� INSTITUTE, 583 D'ONOF10 DR., SUITE 700, MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR 10 4''•Z1F�l ,�/` PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVF PROPFRI.Y ATTACHED �•'{G[' -1T;,�i� T C D L 7 0 P S F DATE 10/29/97 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'U u �'., p "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED OCC 2Y 7J"Jl'JQ/ BC DL 10.0 PSF DRW HCUSR151 97302041 BUILD T ME TRUSSESA11 NOT "I IN CONFORMANCE OWITHL TPI; OR ANY FABR DEVIATION FROM THIS DESIGN; ANY FAILURE TO SHIPPING, INSTALLATION OR +i !O 7 '� B C L L 0.0 P S F HC-ENG A B E/W P F GRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN $TAT E77QF TOT.L D. 47.0 P S F SEAN 50763 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �j CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STFFI, EXCEPT AS NOTED. APPLY CONNECTORS TO �(�'.�(�1' 'I•� Alpine ZEngineered prodUetS,InC. EACH FACE OF TRUSS, AND UNLESS OTNERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER V ^� �y's� D U R .FAC . 1 .33 FR0M KP 11auTes City,F1, 33944 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS OMANINI APPLIES ONLV TO THE OF SI IN IN d TNF SSoT SPACING--y■ 2 4.0" .: : TRUSS I� f TFD HE�NfI GH♦LIF RF).I EO UPQN NY� NAV .(G0695-BRODEUR - T14-1-11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS GIRDER DESIGNED TO CARRY 07-00-00 FRAMING TC/BC SPLIT FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. SIDE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X7; 1 .5X4111 4X4= 7 F-- T 2X5(Al) = 2-5-5 10-1-2 1 .5X4111 3X10= 1.5X4111 L-2-0-0--j L_ 3-6-14 _I, 7-2-10 J �E 10-9-8 Over 2 Supports R=1346 W=3.5" U=550 R=1090 W=3.5" U=410 PLT TYP. Alpine TPI-95 Design Criteria : TPI 18.1b8 FL/-/l/-/E/-/- Scale =.375" Ft. "WARNING•" TRUSSES REOUIRF EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALIING AND Gpp if TC LL 30.0 P S F R E F R151- -43643 BRACING. REFER TO NIB 91 (HANOI.ING INSTALLING AND BRACING), PURI.ISHED BY IPI (I RUSS PL AIL �'�EA A. INSTITUTE.STITUTE. 583 D'ON Of 10 DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO1P1jFjq by T C D L 7.0 P S F DATE 1 0/2 9/9 7 PERfOTIMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 97302042 —IMPORTANT— FURNISH A COPY OF IIIIS OFSIGN 10 Tlif INSTAL IATION CONTRACTOR. At PINE ENGINEFREII CJCt. 2'T PRODUCTS, INC. SHALL NOT BE RESPONSIBIF FOR ANY DEVIAI ION INCH 1111S Df SIGN; ANY IAII URL 10 E `,r /1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLATION OR l BC LL 0.0 P S F H C-ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE:CSE' TOT.L D. 47.0 P S F S E O N 50766 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 1P1. ALPINE ATE:O CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ��•:20F4��%� D U R .FAC. 1 .33 F R 0 M K P Alpine Engineered Products,Inc. EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER pp��r N3 ltiilll c('11V I'I. 33 4 DRAWINGS 130, 150 ANO 160 A F AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY 10 THE DESIGN ��CLI LRUSS r UP HERE LL NO MED VY 0TH _. s .. S.PAr2 . .. 2 G0695-BRODEUR - T-15) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1 .5X4 III 3X5% 7 F- 2X4(Al) 0-3-8 8-1-2 1 .5X4 III rl 3X5 (R) III L-2-0-0;J LE 13-2-9 Over 2 Supports R=797 W=3.5" U=290 R=562 W=4.95" U=330 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.25" Ft. *'WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T\/, L L 3 0.0 P S F R E F R151- -43644 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING,), PUBLISHED BY TPI (TRUSS PIAIE QR F R� INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .P'I1�f�' •y .0 PSF F DAT E 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T 1. D L 7 , {G �q�y:•�/ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G � " rl IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ct ?NO., 1� BC DL 10.0 PSF DRW HCUSR151 97302043 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 'i w BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLATION OR ! BC LL 0.0 P S F HC E N G A B F/W P F 8RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE.GIF TOT.L D. 4 7 .0 P S F S E A N 5 0 7 6 9 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE �j CONNECTORS ARE MADE OF 20GA ASTM A653 GR 37 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS To '+�{�� •' EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R .FAC 1 33 FROM K P Alpine En , DRAWINGS 130, 150 AND 160 A F ' Hagineered ProductsInC. , AN ENGINEERS SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN ines City,FI, 33844 0 Twp TRUSS D '�*'^ HERE ^ "•'L NOT "T"FD UPO '"' ""'Y OfNE .(G0695-BRODELIR - T-16) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. 1 .5X4111 3X10% 1 .5 X 4 III 7 r 3X5% (A) 8-5-12 3X5 2X4(Al) = J 8 5X5% 8 L 6X12 �8-1-2 4X4(R) % 4X4(R) /// 3X3=- 2-0-O X3=2-0-0 2-3.8 3-0-0 3-5-0 3-0-0 2-2-8 <--13-11-0 Over 2 Supports R=830 W=3.5" U=410 R=626 W=3.5" U=330 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL 1 E Scale •'WARN ING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 3 0.0 P S F R E F R151- -43646 BRACING. REFER TO HIE 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, 583 D'ONOFIO DR.. SUITE 200, MADISON, WI 53119). FOR SAFETY PRACTICES PRIOR TO li/�i - T C D L 7.0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHFRWI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED C(�. "��>~• STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 97302044 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGINEFRED (TCt 2!f 1� PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION IROM THIO DESIGN; ANY FAIIURI 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSIALLATION OR ! rI B C L L 0.0 PSF HC-ENG A Q E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL. DESIGN STATE.OF TOT.L D. 47 .0 P S F S E A N 5 0 7 7 2 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �j CONNECTORS ARE MADE OF 20GA ASTM A653 GR31 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO -.L,0R0-' Alpine Engineered Products, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iw\S D U R .FAC. 1 .33 FR0M KP Haines C1Iy,FI. 3ssa4 DRAWINGS 130. 150 AND 160 AF. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DFSIGN SPACING 2 4 0" THE Tfl USS D PICTFO ME O SH AIt NOI�.flF RFI LEO Uf' N IN ANY WAY. _ .--�-( •(G0695-BRODEUR - T-17) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. 1.5X4111 3X5% 7f (A) 1 8-5-12 8-1-2 1.5X4111 2X4(Al) = 3X3=— L1_2-0-O;J X3=L1_2-0-0;1 1-1-0 13-11-0 Over 2 Supports —>1 R=827 W=3.5" U=410 R=709 W=3.5" U=330 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale --WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAILING AND T C L L 30.0 P S F R E F R151 - -43648 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �'(t:R,S R R� INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO �.'��I►'JC' T C D L 7.0 P S F DATE 10/29/97 PER THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP Cfl ORD SHALL HAVE PROPERLY ATTACHED •f�P -Q,X:•ti STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RI CEILING. •G �I �' BC DL 10.0 PSF DRW HCUSR151 97302045 -`IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED HILL 2J• J), BUILD THE TRUSSESTS INC. AfN CONFORMANCE LL NOT BE UWITBL TPIOR OR ANY FABRICATING,DNHANDLiNf,FROM ,SSDHIPPINfi, INSTALLATION OR ESIGN; ANY FAIIURE TO ,' Pf l`r + BC LL O•O PSF HC-ENG A B E/W P F ZBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE.OF ;'RRR TOT.L D. 47.0 P S F SEAN 50775 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TF1. ALPINE �j CONN ECI ORS ARE MADE OF 20GA ASTM A653 GR37 GAIV. STEEL, EXCEPT AS NOIEO. APPLY CONNECTORS TO �(1'w..—OR0/,�, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Vp�" i.�\ D U R .FAC 1 .33 FR0M KIP Alpine Engineered Products,In C. DRAWINGS 130. 150 AND 160 A F AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN �cV Haines City,FL, 33A44 u" SPACING 2 4.0" (G0695-BRODEUR - T18-1-14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1 .5 X 4 III 5X7= 1.5X4111 7 F- 7-11-5 8-1-2 3X5= Fli 2X4(Al = 3X3= L.2-0-0;1 L. 13-0-0 0121-10 —13-11-0 Over 2 Supports R=830 W=3.5" U=300 R=626 W=3.5" U=330 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/l/-/E/-/- Scale "WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAt.I.ING AND REFER T C L L 3 0.0 P S F R E F 8 1 5 1 -4 3 6 4 9 INSTITUTE 583OTONOf BO HIS 9 (HANDLING AND BRAPUBLISHED 3DR.. SUITE200. MADISON, M53719). FOR SAFEY (TRUSS PLATE SAFETY PRACTICETEE PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SpA?iF�JC.9,>:,�� T C D L 7 .0 P S F DATE 10/29/97 STRUCTURAL PANELS. BOTTOM CHORD SHAII HAVE A PROPERTY ATTACHIT) RIGID CT It ING. Q(�'y ':IMPORTANT" FURNISH A COPY Of THIS DESIGN 10 THE INSTALLATION CONIRACTOR. AL0 PINE ENGINEERED 111:1. 7'T ' 1� BC DL 10.0 PSF DRW HCUSR151 97302046 TS N' ll NIT 11 DESIGN; ANY FAILURE TO BU ELDCTHE TR USSE SAIH CONFORMANCE OWI7HL TPI;OR ANY ABR(CAT INGONNANDMING' SSIDII SHIPPING, INSTALLATION OR ,! r ,+ BC LL 0.0 PSF I HC-ENG ABE/WPF BRACING Of TROSSES. THIS DISIC,N CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAIIONAI DI SI GN STATE OF ;' TOT.L D. 47 .0 P S F S E A N 50778 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MADE OF 20GA AS1M A653 GR37 GAIV. STEEL. EXCEPT AS NOTED, APPIY CONNECTOR, TO �/��"�� D U R .FAC . 1 .33 F R 0 M K P EACH FACE OF TRUSS. AND UNLESS OTHERMISE LOCATED ON TIIIS DESIGN, POSI110N CONNECTORS F'fR p� S ....+f� Alpine Engineered Products,Inc. DRAWINGS 130, 150 AND 160 A F AN ENGINEER'S SEAL ON THIS DRAWING APP(ITS ONIY TO EHE DESIGN i(nines Clty.FI, 33844 'XCU S' PAC I r 2 n" * '� :: ±R li. -- HERE C - LI NOl IED UP VY OIII - '.. .(G0695-BRODEUR - T18-H3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X7= 1 .5X4111 1.5X4111 7 F- 6-9-5 5x8=- 4 X8=4 41— 8-1-2 2X4(Al) %. 3 X 3 L-2-0-0--J L 11-0-0 _I_ 2-11-0 31 7-0-0 T 6-11-0 1 �— 13-11-0 Over 2 Supports J R=830 W=3.5" U=320 R=626 W=2.5" U=300 PLT TYP. Alpine TPI-95 Design Criteria : TPI 18.1b8 FL/-/I/-/E/-/- Scale =.375" Ft. WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND Op TC LL 30 0 P S F R E F R151- -43651 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), TUBE ISHED BY TPI (TRUSS PLATE eR P�.. INSTITUTE. 583 D'ONOF10 DR., SUITE 200, MADISON. NI 53119), FOR SAFETY PRACTICES PRIOR TO �.�A11F�1('�,�IL 0 2(� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAC,f1ED '�•(`[` q�):, � TC DL 7 .0 P S F DATE 1 /97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. D "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ott. 2��' EIC DL 10.0 PSF DRW HCUSR151 97302047 PRODUCTS, INC. SHALL NOT BE RESPONSIIfIE FOR ANY DF,VIAIION IROM THIS IIISIGN; ANY IAIIIIRE 10 EEXX BUILD THE TRUSSES IN CONFORMANCE WITH IPI; OR FABRICATING, HANDLING, SLAPPING, INSTALLATION OR ! U C LL 0.0 P S F HC-ENG A O E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL. DESIGN TE:OF T 0 T. L D. 4 7.0 P S F S E 0 N 5 0 7 8 1 STATE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO /-/�• __ �v'•"� ;: D ll R .FAC . 1 .33 F R 0 M K P Alpine Engineered Products,Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PFR t7 3 �• , IiauT_S City,FI. 33844 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAT ON THIS DRAWING APPLIES ONLY TO THE OE SI GN SPACING 2 4 .0" Of THE TRUSS ICTED HER[ AND SH AIL T F NORELIED UPON IN ANY OTHER WAY. � _ (G0695-BRODEUR - T18-1-12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5Em 1.5X4111 nI 1 .5 X 4 III 7 F- 5-7-5 6X6(R) III _1 4 4 L— 8-1-2 2X4(Al) 3X3-- L-2-0-O--j X3L --2-0-0--j 9-0-0 _I_ 4-11-0 �I 7-0-0 T 6-11-0 �E 13-11-0 Over 2 Supports R=626 W=2.5" U=270 R-830 W=3.5" U=340 PLT TYP, Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/l/-/E/-/- Scale =.375" Ft. **WARNING*' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151- -43653 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PIATF INSTITUTE. 583 D'OXOF IO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO �� IIAVI. PROP[ AIIAI:IIT 1. D L 7.0 P S F DATE 10/29/97 PERI ORMING IHE SE FUNC IIONS, UNLESS UIUIRWISE INDICATED, IOP CHORD SHAT.I. EU STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'G 7�0 ,", "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED at� 2BC DL 10.0 PSF DRW HCUSR151 97302048 BU OIEDC THE '1111. SMALL IN CONFORMANCE WITH RESPONSIBLE ROR ANY FABRICEVIATION FROM THIS ATING. HANDLING, SlHESIGN; ANY FAILURE TOIIPPING, INSTALLATION OR + l' 11 f BIC L L 0 0 P S F H C-ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN $TATE:OF '. TOT.L D. 47 .0 P S F S E A N 50784 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE (1 .�''� CONNECTORS ARE MADE OF 2OGA ASTM A653 GR37 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Alpine Engineered Products,Inc. D U R.FAC . 1 .33 F R 0 M KP EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER \ 1181TTeS CIty,I'I. 33844 DRAWINGS 130, 150 AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN SPACING 2 4.0" OF THE TRUSS HERE AND SHAH NOT BE RELIED UPON IN ANY OTHER_WAY .(G0695-BRODEUR - T18-H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2 N: 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4=- 5 X 5 X4=5X5% T2 U8= 7 4-5-5 5X12= —� 4 4fj L- 8-1-2 3X5 (R) 3X5(Al) % 1 .5X4111 L-2-0-0---J 7-0-0 6-11-0 fE 13-11-0 Over 2 Supports R=1282 W=3.5" U=510 R=1396 W=2.5" U=530 PLT TYP. Alpine TPI -95 Design Criteria: TPI 18.lb8 FL/-/I/-/E/-/- Scale =.375" Ft. NARNINCi" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAILING AND T C L L 30.0 P S F R E F R151- -43654 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE ER P INSTITUTE, 583 D'ONOFIO OR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO yap: T C D L 7 .0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 'Q�>~• i o STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�1 � p� BC DL 10.0 PSF DRW HCUSR151 97302049 "IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (It 1. 2'3' /"' PRODUCTS, INC,. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FATIURF TO ( O D C 1 L O 0 P S F HC-ENG A U E W P F BUILD THE TRUSSES IN CONFORMANCE Wlfll IPI; OR (ABR ICAIIN G, HANUI INC,, Sll lf'PIN G, INSIALLAIIUN OR �7y7I U L / BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE:OF TOT.L D. 4 7.0 P S F S E O N 50787 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • w�.�///(�,,,�� D U R FAC. 1 .33 F R 0 M K P Alpine Engineered Products,InC. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I�B111CS City,PI, 33844 DRAWINGS 130, 150 AND 160 AF, AN ENGINEER'S SEAL ON THIS DRAWING AP PI.IFS ONLY TO IIIF DESIGN SPACING24 �q OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. .(G0695-BRODEUR - T-19 GABLE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DESIGNED BY THE BUILDING DESIGNER. DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 1.5X4 III 4X4= 1 .5X4 III 7 (— 7 2X4(D1) = 2X4(D1) 0-0-4 0-0-4 12-1-2 1.5X4 III 1 .5X4 III 1.5X4 III I_ 5-3-0 _L_ 5-3-0 J — ---10-6-0 Over Continuous Support--—� R=87 PLF W=10-6-0 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND TC LL 30.0 P S F R E F R151- -43656 BRACING. REFER TO BID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOF10 DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 P S F DATE ]0 2 9 97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP C:';ORD SHALL HAVE PROPERLY ATTACHED •�P ^Q�..:y' / / STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'G �'., "IMPORTANT" FURNISH A COPY OF THIS DESIGN 10 THE INSTALL21 0. BC DL 10.0 PSF DRW HCUSRISI 97302063 ATION CONTRACTOR. ALPINE FNGIHEERED (1,t-Y, PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO J/�1 1;• BUILD 111E TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDIING, SHIPPING, INSTALLATION OR ' Y BC LL 0.0 P S F FIC E N 6 A B E/W P F BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF TOT. LD. 47. 0 P S F SEAN - 3627 SP(CIFICATION PUBLISHED BY THE AMFRIC.AN FOREST AND PAPIR ASSOCIATION) AND 11`1. AIPINF --��` CONNECTORS ARE MADE Of 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 �'(•1'11•,,�� EACH FACE OF TRUSS. AND UNLESS 07HFRWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER "/r c� D U R .FAC. 1 .33 FR0M KP Alpine Engineered Products,Inc. DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY 10 THE DESIGN S PAC I G 2 0" Haines City,FL 33844 0 ^ , TRUSS HERE "^ Ll NOT ` ^"lED U➢ "' `4y O1H (G0695-BRODEUR - T-19) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4= 7 7 (- 3X5e 2X4(Al = -T- 0-11-10 ul 12-1-2 3X5= 1 .5X4111 L-2-0-0--j L, 5-3-0 1 4-2-8 I — -9-5-8 Over 2 Supports R=628 W=3.5" U=310 R=410 W=3.5" U=200 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/l/-/E/-/- Scale =.375" Ft. '*WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND p T C L L 30.0 P S F R E F R151- -43657 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �ER P�. INSTITUTE, 583 E ONOFIOFUNCTIONS. DR., SUITE OTHERWISE MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO y��'' P „ .- T C D L 7 .0 P S F DATE 10/29/97 PERFORMING THESE FUNCTIONS. UNLESS OTHf RMISE INDICATED. TOP CHORD SHALL HAVE PROPERTY ATTACHED �` STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT” FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED D,CC 29 fiw BC DL 10.0 PSF DRW HCUSR151 97302050 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO • �' f0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLATION OR BC LL 0.0 P S F HC-ENG A B E/W P F BRACING OF TRUSSES. THIS OE S[GN CONFORMS MITH APPI ICABI.E PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAIION) AND 1P1. ALPINE S�jTa1E;pp,F' T 0 T LD. 47.0 P S F S E 0 N 50793 CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 QALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �(1`��{,��i,l�,•� Alpine Engineered Products,Inc. EACH FACE of muss, AND unlEss OTHERWISE LocAlFo on THIS DESIGN, POSITION CONNECTORS PER /2 ;w�(3` D U R . FAC . 1 .33 FR0M KP I IB111cs City,FI, 33&14 DRAWINGS 130, 150 AND 160 A V AN ENGINEER'S SEAL ON THIS DRAWING AP PI IES ONLY TO THE DESIGN SPACING --2 4�` O ... (G0695-BRODEUR - T-20) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4= 7IF- 3X � 7 3X5% 3X5 0-11-10 0-11-10 —�— —L +12-1-2 3X8= 1.5X4111 1.5X4 III L<- 4-2-8 _i, 4-2-8 8-5-0 Over 2 Supports—� R=396 W=3.5" U=200 R=396 W=3.5" U=200 PLT TYP. Alpine TPI -95 Design Criteria : TPI 18.1b8 FL/-/l/-/E/-/- Scale "WARNINf" TRUSSES REOUIRF EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAI.IING AND T(,, L L 30.0 P S F R E F R151- -43658 BRACING. RFIFR TO 1110 91 (HANDI ING INSIAII INf, AND HRAC INf,), PLIHI ISIIfD BY IPI (IRUSS PI AII. INSTIlU7E, 583 D'ONOFIO DR., SUITE 200. MADISON, MI 53119), FOR SAT PR Al: PRIOR 10 p�'�A+�;�C /� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Y�•�P '9��.�� T C D L 7 .0 P S F DATE _ 10/29/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED QCt 29'x' 1� BC DL 10.0 PSF DRW HCUSR151 97302051 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO / r 'i BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR ( BC LL 0.0 P S F HC-ENG A B E/W P F SPEC IF ICATIONNG OF U PUBLISHEDTBYSTHE DESIGN AMERICANRMS FOREST?AND PAPERSLE ASSOCIATION) ANDAflI NP' (NATIONAL DESIGN $TATfw OF TOT.L D. 47.0 P S F SEAN - 5 0 7 9 6 CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �• �� "� D U R .FAC . 1 .33 F R 0 M K P Alpine Engineered Products,Inc. DRAWINGS 130. 150 AND 160 A F OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER + IIOjp (`itv FI, 33 td EACH NGSFAC130 TRUSS, AND UNLESS OAN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN S PAC I G 2 .011, 'F 'F ... .L NOT IED IIP IY 0711 d -- ..-.. '. :,.. , .(G0695-BR ODEUR - T-1 PIGGYS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. REFER TO DRAWING 634,016 FOR PIGGYBACK DETAILS. 3X5=- 7 X5=7 r 7 0 1 0-4-1 18-1-2 2X4(Al — 2X4(Al D-2 1, 2-1-0 _1_ 2-1-0 J �-4-2-0 Over 2 Supports R=233 W=3.5" U=200 R=233 W=3.5" U=200 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/l/-/E/-/- Scale —.375"/Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 3 0.0 P S F R E F R 1 5 1 -43659 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,,{{ INSTITUTE, 583 D'ONOF IO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRAC.11CfS PRIOR TO p.�':••:,f -,�,�/` 'I O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALI IIAVF PROPERLY ATTACHED �•{GQ .q�;.�r. T C DL 7 .0 P S F DATE 1 /291/97 STRUCTURAL PANELS, BOT10M CHORD SHALL HAVE A PROPERLY ATTACHfIJ RIGID CEILING. ,G T�Ia BC DL 10.0 PSF DRW HCUSR151 97302052 "IMPORTANT" FURNISH A COPY OF THIS OF SIGN TO III( INSTALL AT ION CONTRACTOR. AI PINF INGINFERED U�;(. 1)' PRODUCTS, INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 w) r ,�+ A B E BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICAIING, HANDLING, SHIPPING,, INSTALLATION OR � � BC LL 0.0 P S F HC-ENG /W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE:OF TOT.L D. 47 .0 P S F S EON 50820 ——\"-, SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ��•� V P p g EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNFCTORS PER D U R.FAC 1 3 3 FROM i� Alpine Engineered Products,Inc. DRAWL NIS 130, 150 AN L7 160 A F. AN ENGINEER'S SEAL ON THIS IIRAWING APPI IFS IINIY 10 FIIF I1FSI IN �w I Ia�nes caY,Fl. 33Raa SPACING 2 4 .0" OF THE TRUSS DEPICTED HERE AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. —�L (G0695-BRODEUR - T8-H5,T13-H3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. REFER TO DRAWING 634,016 FOR PIGGYBACK DETAILS. F-- 5X5% 1 .5X4111 5 X 5 � 7 2X4(Al) = 2X,4(Al) IUI 0-4-1 0-4-1 AI, 12 1 2 1.5X4 III 1.5X4 III 1 .5X4 III L"0- 1 o QI Li 2-s 1_ 6-4-4 11 2 a 8-9-4 Over 2 Supports—� R=449 W=3.5" U=200 R=449 W=3.5" U=200 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.375" Ft. '*WARNING*' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 3 0.0 P S F R E F R151- -43663 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY LPI (TRUSS PLATE tX INSTITUTE. 587 D'ONOF1O OR., SURE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO MA F�ti PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAIID, TOP CHORD SHAIl. HAVE PROPERLY AT/ACHFD '�.(G�` ��):.�/' TC DL 7 .0 P S F DATE 10/29/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ott 2E/'p' fi Y BC DL 10.0 PSF DRW HCUSR151 97302054 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1; BUILD THE TRUSSES LN CONFORMANCE WLTH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR B C L L O.0 P S F HC-ENG A B E/W P F BRACING OF TRUSSES. TH15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN STATE OF ;(w' TOT L D 47.0 P S F S E A N 50799 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE WADE OF 2OGA ASTM A653 GR37 GAIV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S'• �(�•� Alpine En ncfred Products,Inc. EACH FACE OF TRUSS, AND UNLESS OIHERWISE LOCATED ON 11115 UE SIGN, POSIIION f.ONN(CIOR PIR S �� D U R . FAC . 1 .33 F ROM K P P 11ai>gs City,FI. 33844 DRAWINGS 130, 150 AND 160 A f. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO INE DESIGN SPACING 2 4 .0" '., t„� rR USS ®[�.c.,� HER[sun cu.LLo� o� TE rq� .NY 0TH env .(G0695-BRODEUR - T-9,T-12 PIGGY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. REFER TO DRAWING 634,016 FOR PIGGYBACK DETAILS. 5X5= 5X5= 7 F- 7 2X4 (Al) = 2X4(A1) 0 4-1 0-4-1 kh12-1-2 1 .5X4111 1 .5X4111 1j-O-Q 11-0-2 L. 3-2-8 I 2-4-4 I 3-2-8 I 8-9-4 Over 2 Supports--� R=450 W=3.5" U=200 R=450 W=3.5" U=200 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/l/-/E/-/- Scale —WARNING— TRUSSIS RFOUIRF IXIRFMf CARE IN IAHRICAH ON, HAND[ING,, SHIPP INC. INSTAL IING, AND `pp T C L L 3 0.0 P S F R E F 8 1 51- -43664 BRAC.ING,. REFER TO MIN 91 (HANDI.INC, INSTAL ING AND BRACING,), POOL 0 HY 11'1 (TRUSS PI.AII J`n,S A INSTITUTE, 583 D'ONOf10 ITR., SUITE 200. MADISON, NI 53119), FOR SAILIY PRACIICFS PRIOR 10 •:{ �.�,. PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED +>1;.(G,C` 1):. T C D L 7.O P S F DATE 10/29/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'G 0"', "PRIMPORTANT,. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ott. 244 BC LL 00 PSF HC-ENG ABE/WPI BC DL 10.0 PSF DRW HCUSR151 97302055 000CTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r , BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR O t' . BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF TOT.L D. 4 7.0 P S F S E Q N - 50808 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �j CONNC C T ORS ARE MADE Of 206A ASTM A653 GR31 GALV. STEEL. EXCEPT AS NOTED. APPF1 CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC10R5 PER v ....... ,7 D U R FAC 1 .33 FR0M KP Alpine Engineered Products,Inc. DRAWINGS 130. 150 AXD 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING AP PI.IES ONLY TO THE DESIGN Haines City,FL 33844 SPACING 2 4.O" OF THE TRUSS DEPICTED HERE AND SHALL NOT BE 111111 UPON 11 ANY OTHER MAY. (G0695-BRODEUR - T-10,11 PIGGYS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. REFER TO DRAWING 634,016 FOR PIGGYBACK DETAILS. 4X4= 7 F- 7 2X44(Al) 2X4(Al) 0_.4_1 0--4--1 +12-1-2 1 .5X4111 L. 4-4-10 I 4-4-10 I 8-9-4 Over 2 Supports R=450 W=3.5" U=200 R=450 W=3.5" U=200 PLT TYP. Alpine TPI-95 Design Criteria : TPI 18.1b8 FL/-/l/-/E/-/- Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAII.INC AND TC LL 30.0 P S F R E F R151 - -43666 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE .�ER P INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WE 53719). FOR SAFETY PRACTICES PRIOR TO ��:k'(1F�1�..�,flL PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .^fpP q>:.�r T C D L 7.0 P S F DATE 10/29/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 01 244 BC DL 10.0 PSF DRW HCUSR151 97302056 DRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO T BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR BC L L 0.0 P S F HC-ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL. DESIGN $TATE:OF TOT. L D 47.0 P S F S E Q N 5 0 8 0 5 SPECIFICATION PUB1ISHED BY THE AMTRICAN FOREST ANL) PAPER ASSOCIATION) AND TPI. ALPINE TE O \ CONNECTORS ARE MADE OF 20GA ASTM A653 GR-31 GAT V. SITE[, EXCEPT AS NOTFO, APPIY 1;0NNfCTOR1; 10 D U R . F A C 1 3 3 FROM K P Alpine Engineered Products,Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER V 7 P g � j IIB111Cs City,FI. 33644 DRAWINGS 170, 150 AND 160 A F AN ENGINEER'S SEAL ON IMLs LIR AMING AI'P 1.115 ONLY IU ill[ DESIGN SPACING , Y � _ �f"/1G O, *.... .::... (G0695-BR0DEUR - T-1 GABLE PIGGY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.92 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 N WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. REFER TO DRAWING 634,016 FOR PIGGYBACK DETAILS. 7 F-3X5= 7 0-4-1 0-4-1 18-1-2 2X4(A1) = 2X4(Al) U-1-2 L, 1-6-0_1,1-6-0`� 10-1 Over 2 SuppoL�s R=179 W=3.5" U=200 R=179 W=3.5" U=200 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 /FL/-/l/-/E/-/- Scale =.375" Ft. -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 30.0 P S F R E F R151- -43668 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE en hh INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, MT 53719), FOR SAFETY PRACTICES PRIOR TO �.�'�A ;Fj /,.EA, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �.' 1 CLQ k'. TC DL 7.0 P S F DATE 10/29/97 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G (e. FURNISH ,O ' BC DL 10.0 PSF DRW HCUSR151 97302057 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C t L`J" PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 M / w li BUILD THE TRUSSES IN CONFORMANCE WITH IPI; OR FABRICATING, HANDLING, SHIPPING, INSIALIATION OR f 1 ! BC LL O.0 P S F HC-ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATS OF ;' TOT.L D. 47.O P S F S E Q N - 5 0817 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNEC10R5 ARE MAUE Of 20GA ASTM A6S3 GR J7 GAI Y. SfF EI.. FXCE1'I AS NUII11. AI')'IV CON Nl.T:7 OR$ TO �•�;t�,�� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION C.ONNECIORS PER S' •''. Alpine Engineered ProductsInc. D U R .FAC. 1 .33 F R 0 M K P , C }T711nC Y•,r•, rI, 33 DRAWINGS 130, 150 AND ISO A F AN ENGINEER'S SEAL ON TITS DRAWING APPI ITS ONIY TO 1111 DISIGN .) CPACI 24 n" :. 4 2055 D HER L NOT Li UP Y O IF , ,,.. �.:'. y „ .... .100: FIFI.0 11111'1 IF.fI PIGGYBACK DETAIL TOP CHORD 2X11 SO. PINE 12 N THIS DETAIL IS DESIGNED TO BE USED ON AN ENCLOSEb BUILDING BOT CHORD 2X4 SO. PINE 02 N USING THE 1991 STANDARD BUILDING CODE. DESIGN WIND SPEED WEBS 2x4 SO. PINE 03 IS 110 MPH AT 30-0-0 MEA11 HEIGHT. •. E (4) 0. 131"X1.375" SCOTCH NAILS OR EQUAL IN EACH MEMBER. NOTE: THIS DETAIL MAY ALSO BE USED FOR A MONO OR HIP-MONO TRULOX PLATE TO BE APPLIED TO EACH FACE AT 4' 0" O.C., MAXIMUM PIGGYBACK USING R TYPE-C PLATE AT THE HIGH END. AN SPACING. REFER TO DRAWING 142 FOR TRULOX INFORMATION. END VERTICAL WHICH IS GREATER THAN 6-0-0 IN LENGTH AND EXPOSED TO WIND MUST BE VERIFIED BY ALPINE ENGINEERED NOTE: REFER TO DRAWING A625, 376 FOR THE 2-0-0 SETBACK PRODUCTS. PIGGYBACK FOR PITCHES BELOW 7/12. NOTE: TOP RIID BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT NOTE: PIGGYBACK VERTICALS ARE TO BE SPACED AT 4' 0" O.C. MAX. ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. �• MAXIMUM SIZE OF 2X12, M2 HEM-FIR OR BETTER. + 2X4 CONTINUOUS LATERAL BRACING AT 24" O.C. MAX. SPACING. ATTRCH TO TOP SIDE OF TOP CHORD OF SUPPORTING TRUSS WITH E - 4X6 ALPINE, 3X6 TRULOX, OR 36 WOODLOC AT 4' 0" O.C., ROTATED VERTICALLY. 2-160 NAILS 1N EACH TRUSS. -OR- ++ PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS + 1X4 CONTINUOUS LATERAL BRACING AT 24" O.C. MAX. SPACING. TO TRUSS TOP CHORD WITH 1.5X3 ALPINE OR 14 WOOOLOC PLATES. ATTACH TO BOTTOM SIDE OF TOP CHORD OF SUPPORTING TRUSS WITH 2-80 NAILS IN EACH TRUSS. BOTTOM CHORD OF PIGGYBACK SHOULD • - 3x8 TRULOX PLATE OR ALP114E PIGGYBACK SPECIAL PLATE (SEE DRWG. 847, 045). R1 REST DIRECTLY ON THE TOP CHORD OF THE SUPPORTING TRUSS. •. E NOTE: PLATES ON THE FRONT FACE OF TRUSS MAY BE OFFSET FROM THE NOTE: BRACING MATERIAL IS TO BE ATTACHED TO A SUITABLE PLATES ON THE BACK FACE nS LONG AS PLATES ARE SPACED 4' 0" SUPPORT AT EACH END. O.C. MAXIMUM. + NOTE: CONTINUOUS LATERAL BRACING MUST BE N3 HEM-FIR MINIMUM ** E JOINT SPANS UP TO A A E E A E TYPE 30' 0" 34' 0" 38' 0" 42- 0- E E E R w A 2x4 2x5 3x4 3x5 E ? B 5X4 I5X5X3 5X5 5x5 ♦ + + + + + + + + + ALT N LOADING: J C 1X3 1X3 1.5X3 1.5X3 16-0-0 nnxlMun TC LL 20.0 PSF CL D 5X4 SX4 5X5 5X5 PIGGYBACK SPAN TC DL 20.0 PSF BC DL 10.0 PSF L' A 24 24 25 25 B T .L 0.0 S -1 B 44 45 45 46 B B B ,� R 51W.—TWIT7 1.25 o C 13 13 14 14 OPTIONAL F3 0 0 44 45 45 46 SPLICEB 0-SPLICE13 2' 0" TYP. �f I B R WEB BRACING CHRRT 12 R WEB LENGTH BRACING REQUIRED 12 MAX. F B C-TYP. A UP TO 7' 9" 110 BRACING B R R 7' 9" TO 12' 3" IX4 T-BRACE - SAME GRADE AND M R LENGTH AS WEB, ATTACH WITH + + + + + + + + + 80 NAILS AT 6" O.C. r y + + ++ 42-0-0 Mf1XIMUM 12' 3" TO 14' 0" 2X4 T- BRACE - SAME GRADE nN0 PIGGYBACK SPAN LENGTH AS WEB, ATTACH WITH 16D NAILS AT 4" O.C. PLT. TYP.- nIPIHE SEQN-- 23329 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR RI RPV:sEJ CLR 5/8/95 SCALE a 11011E ALPINE ENGIN1E1E0 PRODUCES. INC. f1 I IRUSSIS SOME EXTREME CRR[ DESIGN CRIT: TPI REF C= I� o o o **I MPORTnNT** TESL, NOT 1E RE110N11111 FOR ANYwnRN NG IM HANDLING. ERECTION AND ` ,101 P OATRUSS D(VIAIISN EHOM THIS OESIUT all THESE SPECIFICATIONS. on ANY $RACING. 1(I H1/-11 BY IPI. t([ THIS D(IIUI V_P'PTi�)C•!� TC LL 30 PSF DATE 5/8/95 [� FAILURE IO 1UILo THE TRUSS IN CONFORMANCE UIIN 017Ot 1Y T►1 EOR ADDITIONAL SPECIAL PIRMANINT 1RACINO RENo 228JO µ11N[ CO/Y1tC10R1 AR[ MAO( OF LILA GALY. tl(EL M(ETIMG ASIA OUIRCA(NIS. UMl[SS OINESJISE INOI[AfCD. IDE , TC DL 7 OR IS PSF DRUG 634, 016 AYYi CR A(RCIPT At NOVO. APPLY COHIIICTORI TO EACH FACE OE CHORD SHALL 1E LAIIRALLY 1RACIO UIIN PROPERM.( '7s�TRUSS AND UNLESS OfIARUItE [OCRItO ON THIS DESIGN. POSITION LY ATTACHED PLYUOOO INfA1HING. NOTION CHDED /A1�6 BC OL 10 PSF LIC-ENG LR11 CONNICIOSS PER ORAWINCI 111. 131 I ISIA-F. DESIGN SIANOIADS WITH PROPERLY AffACM(0 RIGID CEILING -• S(t STATE OF oCOMFORM WAPPLICAq[ PROVISIONS Of Mot t IFI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/11911 FOR PROPER i •:2 ' TOT.LD. 47 OR 55 PSF 0/A LEN. 0 6ERL ON THIS CRANING APPLIES TO INC COMPOHENT DEPICTED HER[ DRYWALL APPLICRTION. FURNISH A COPY of THISyIN ONLY, AHD SIMHLL NOT RE RELIED UPON IN ANY OTHER UAY. DESIGN TO THE TRUSS (RFCfION CONTRACTOR. ""^MOgA ^" OUR.FRC. I . 33 PITCH 2. 0112 O O O O p O ,--TPI • TRUSS PLATE INSTITUTE. Mos . NATIONAL DESIGN SPECIFICATION FOR UOIO Cm15fHMT1ON SPACING 24.0" TYPE ' 37 GIRDER TRUSS PRODUCT FRODU STRAP UP TO 5400 LBS. FOR RESISTANCE TO WIND UPLIFT • DESIGNED TO MEET THE DEMANDS OF RESIDENTIAL CONSTRUCTION FOR HIGHER WIND LOADS • DESIGNED FOR WOOD-TO-WOOD OR CONCRETE-TO-WOOD APPLICATION • WASHER / PLATE ADDS INCREASED RESISTANCE TO WIND UPLIFT • ALTERNATE FASTENING SCHEDULE TO ACCOMDATE NAILS OR BOLTS • 5/8" ANCHOR BOLT TO SILL OR CONCRETE BEAM AND FASTEN ON STRAP CONNECTOR • GALVANIZED STEEL STRAP s c AP onvr tax 14 2 2315 27451 16210 2780 3295 1945 16 3 2645 3135 2430 3175 3755 2920 SGP3 14 1/4 3 4 18 114 1 112 (1)EA-BOLT 18 4 2975 3530 3040 3570 4235 3040 10 21 5 3470 4115 3040 4165 4940 3040 24 — 3970 4705 — 4760 5400 — LLJ W METRO-DARE e #95-0818.11 O o H e , co � I .•1 E ` c 6/96 �L E_ Ln l a Tak' CORI'QRA` �yS"I'RyY� � F .. F o 3SQV 21�L tt i d.YOIi�Sfl£ �:�.E� t4 33. 1 LL i�FATIDF�IAL:�A7�'(889 80333: SOUTHEASTERN METME. Ma ctcERt t�,co ,tl e T -�e Po rr{ �4 S S1 S w 1 ETAL- �`�?NNEGT`Q �. - � HEAVY DUTY TRUSS HANGER 16 & 14 GAUGE DIMENSIONS FASTENER ALLOWABLE LOADS SCHEDULE ` PRODUCT FLOOR ROOF WIND/ PER SIZE CODE GAUGE DESIGN DESIGN EARTHQUAKE CTN W H 0 HEADER JOIST LOAD LOAD UPLIFT UPLIFT 100% 125% 1330% 160% 2x6 ! THOS26 1 16 ; 1518 51/8 3 18.16d 114.10dx1 1/2 2335 1 2490 j 1285 I 1285 40 2x8 THOS28 I 16 1198 7 3 28.16d 20-10dx1 1/2 4090 I 5110 2450 2450 30 lop 2x10 j THOS210 16 1 5:8 I 9 3 38.164 126.10dxI v2 5550 I 5935 j 3180 1 3180 20 131441/2-14 THOS1795 1 16 j 1 7/8 8 7/8 3 38-164 26 104x1 12 5550 6935 31807 3180 20 2x6(2) i THOS260 14 3 118 43/8 1 3 18.16d I 14.104 2645 I 3310 2275 I 2730 10 2x8(2) I THOS280 14 13 118 6 1/4 3 28.16d 20.1Od 4115 j 5145 j 3255 I 3550 10 2x10(2) 1 71HOS2100 14 ; 3 1/9 18 1/4 3 38.164 I 26•1Od 5585 :985 3550 ! 3550 10 46 I THDS46 I 14 :13 518 41/8 3 18.164 14.104 2645 3310 2275 2730 10 4x8 THDS48 14 i 3518 6 3 28.16d j 20.10d :115 j :145 f 3255 ! 3550 10 4x10 THDS410 i_14 13 518 183/41 3 1 38.164 1 28.1Od 5585 6985 3550 j' 3550 10 Minimum header thickness is 3". � -,21/a• \ •o '� ,^fit �• : j�� ,�%/!. .:; �� / \\; t ,t! W \1D NOTES 1. Allowable loads are based on National Design Specifications for Wood Construction 1991 Edition including 1993 Errata. 2. Design loads are based on Southern Yellow Pine wood species with a specific gravity of 0.55. Allowable loads for other species or conditions must be adjusted according to the code. 3. Fasteners are common wire nails for single shear(Two Member Connections) with,-\STI A653 Structural Steel Grade 33 side plates. ` * 4. Normal Design Loads given in the tables are not adjusted for various durations of loading and are in accordance with ASTM D 1761. 5. Maximum downward load capacity has already been increased for a duration toad, when permitted by National Design Specifications for wood construction not exceeding 25%. 6. Allowable uplift loads have been increased for wind or earthquake loading. 7. The allowable load uplift percentages shown, 133%and 160%, reflect duration factors appropriate for different building codes as defined in the National DesiLn Specification for Wood Construction. You should select the uplift % that is applicable to your building area under your governing building code. r7 0 T T'TLL. HEAVY DUTY TRUSS HANGER u Southeastern Nfetals Manufacturing Co., Inc. t)Rnw'- t' l Itl'.�}.1.0 111 APPRtnEntlY UATT•_ 11,1?OI lrtdustr. Drrre • luresmn•ille. Ftnridu 322/3 B.L.B. J.W.H. 5/12/95 Pr RT r SCALE. AUT RIAL SPEC PAGE: ASTM A653 Structural Duality Grade 33 (steel) &ASTM A924 (coating) THOS N.T.S. 14 Gauge (0.0705"- 0.0865") & 16 Gauge (0.0575' - 0.0695') 57 of 58 1. 00 NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE. 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT, 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED "r IN WRITING BY TRUSS PLANT MANAGER, tD A. APPROVED BY APPROVAL DATE: q' DEL. DATE 2 • 7/12 PITCH 24 OH SO/CUT 2, . MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH/ 268-8225 JAX. FLA. 32255 to JOB: GO695 m CUSTOMER: LANOMARK HOMES LOC: BRODEUR DESIGNER: KEN PARKER *** ATTENTION *** BUILDER IS REPSONSIBLE TO INFORM ALL SUBCONTRACTORS AND FRAMERS NOT TO CUT, DRILL OR KNOTCH ROOF TRUSSES OR BEAMS. BUILDER WILL BE RESPONSIBLE FOR REPAIRS, REPLACEMENT COSTS AND/OR ENGINEERING FEES. io 0 m ■ w w 11'2 --�+--—16'4" --+��n�+N+-7--4—�-N-�+— 11'4 w - LD TPWI IPT 7 I x _ T -H v m �; v m _ x s = x T6x -H3� T ' Q co cc x r r r Q �T i m cto T-6 i � m co o r r 77 i i Tr16 T-5 i }_A LO ; "'--- - - """""" � T-17 TSB-H4 c0 T-3 r �- - TSB-H3 T18-H2 T-2 i ET- T-1 0 - _ T- T- 9 ' tD T-19 GABLE +a - m GIR CONVENTIO AL FRAMED co C) cn v T-1 GIR T-1 lD T-1 A �---21' 10" -- -11 '4" 7 10 m�+-7' -�+ -� .bli. s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 :.hv`�iil fir' Application Number . . . . . 09-00000265 Date 2/25/09 Property Address . . . . . . 1929 W SEVILLA BLVD Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ahu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BRODEUR OCEAN STATE HEAT & AIR, INC. 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/24/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 02/25/2009 08:54 FAX 9042498849 OCEAN_STATE_A/C + ATLANTIC-BEACH it001/001 CITY OF ATLANTIC BEACH O7� 1W SSMINOLE ROAD,ATLANTIC WACM.FL 37235 _ '�--_•C it OFFICE;(0011147-51117.•FAX NO.;tPO4I74r.6M5 aUILOING.O EProCOAB.LIS MECHANICAL PERMIT APPLICATION DUVAL COUNTY -Atlantic Beach, TL 92. O YES PERMIT e: 26•019NAME: -MET1. 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS. i,PHONE; Thomas T3 rode 4j-r- 17' r.NAME OF COMPANY: t .ADORE.:S_ Sjzk61�1-�t. ��lb AF IA n-tit. �1vd -�dd RLORIDA UC _ND: 10.CELL PHONE: 11.�NO,:f 1?ELtA14 19.OPFI ON 14, [t �5' Appriaation is hereby made to obtain a pormh to do the work and installations as Indicated. I cerllfy that all work will be Performed to meat the standards of aU laws regulating construction In this Jurisdiction. This permit becomes null and void H work is not t:ommeneW within six(6) monft,at If construction or work is suspended or abandoned for a period of six(0)months at any time alter work is commenced. CONTRACTORS III V IAS., h,�":(! \ ,NEW INSTALLATION 0.NEWFLORIDA BUILDING CO E- PtEPLACEMENT OF EXISTING SYSTEM 1(E.XIS NO O COMME IAL MECHANICAL O ALTERATION/ADDITION TO EXIST SYSTEM G REPAIR O OTHER 4, LJlQUI 19.HEAT: O SPACE O RECESSED CENTRAL 0 FLOOR BURNERS: 20,AIR CONDITIONING: O ROOM CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: tfm 22.REFRIGERATION: MAX CAPACITY: cfm 23.COOLING TOWER: CAPACITY: opm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER mommommitz 27.F(REPLACE: PREFABRICATED: MASONRY: 2e.IRRIGATION: r)PUMP ❑WELL O PIPING 20.GAS PIPING: Al OF OUTLETS: 0 GAS AHU: O GAS WATER HEATER: 30.OTNER-SPECIFY: P&LAR HEATING, 601LAIRS,UNFIRED FRESSURF VESM I4fiATExCNANGER go GM IN(>ms ETC. VALUE FOR OTHER ITEMS: r, NUMISEA FF DESCRIPTION MODEL♦ MANUFACTVRSR TONS AGSNCY rY l�Gt" a L$_L 06SCRlP710N MODEL a MANUFACTURER BTU GALLONS ONTAIN MJWUFACTURERSERUM.IS AGENCY. COAG FORM sl.00a:REVISER 0117U2aQi