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Permits 1901 Sevilla Blvd W (vault) CITY OF � )f n Office of Building Official l �L REQUEST FOR INSPECTION DatePermit No. Time A.M. Received P•M � el AV Job Address Locality Owner's �II N Contractor CONCRETE ELECT At MBIN F� MECHANIC—A Framing ❑ Footing ❑ C ' firing ❑ ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday �� Inspection Made V/�—..2 A.M. Inspector Final Inspection ❑ Certificate of Occupancy Date A/��//__� �� //CITY OF __ ��__ - " 4&4#t&c l3ewA-4LO�Id4 Office of Building Official G p� REQUEST FOR INSPECTION �] Date �^�. —L Y V Z Permit No. ` Time A.M. Received P.M, 1?b � 4fj� xv, /?bdress Locality Owner's Name G U Contractor BUILDING ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Foo Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab S11— Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon, Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date T- L/ ry /CITY OF Office of Building Official Qom`{ REQUEST FOR INSPECTION Z?Date , ll;'Z7Z Permit No. � Time A.M. Received P.M. Job Address Locality Owner's I Name Contractor L/ !' ,'P7-fte� UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL rammg ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Slab ❑ Temp Pole ❑ Top Out ❑ Heating nsulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date //�� /CITY OF /� _ �� 4& /.3 -994u*�Ci Office of Building Official �fREQUEST FOR INSPECTION Date ` / Permit No. _ Time /`r (•—O �A(v1� Received / ?0, ' Job Address Locality Owner's ` S B Nam __ Contractor (((///�� _y UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Fr ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab - Temp Pole ❑ Top Out ❑ Heating Insulation Lintel Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION d A.M. Mon. Tues. /T Wed. Thurs. Friday P.M. Inspectior,Made _ Inspector/ tL�� Final Inspection Certificate of Occupancy Date permit hio. �� J A•M' P.M• v �,�� bocality � � L� $G,vC ANiCA lie Contractor Air Gond•& Job Address Heating S/I L.fc(VRICA Plough Fire Place ' CON�REYE �Roug pol®n9 $e Ort C� Pre Fab AM Temp _M ){NG Fooikng Final slab INSpec"ON Friday a9_ a Lintel REAP,( FOR hurl oohng ❑ Il anon \led• Tues Plnay InsPeGtion . o/Occupancy � r— �_-- pertlticate p15e spection Made ,SPeGtor //CITY OF O �/4i� !3 -494UA42 Office of Building Official (� >z REQUEST FOR INSPECTION �Q Date_ 2 Z `— T/ Permit No. "` / Z Time 'Q O A. Received .M. /1? A) � 7, Oner's JzbAddess � Lo s � Nqality amewContractor BUILDING CONCRETELECTRI A PLUMBING MECHANICAL Framing O Footing C Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Rooting ❑ Slab C Temp Pole Top Out ❑ Heating Insulation C Lintel ❑ Final Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION /2) �J Mon. Tues. Wed. Thurs. Fncl.y� P.M. Inspection Made _ Inspector Final Inspection ❑ Certificate of Occupancy G Date ,V/ j �fr Office of Building Official �kw /REQUEST FOR INSPECTION Date / Permit No. Time r / Receivedor— I —, -T . [ JA A Job Locality Owner's Name n4,t�- Contracto BUILDING CONC ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READ INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made P.M. Inspector . inal Inspection ❑ Certificate of Occupancy Date CITY OF _ f . \�l`Q 1—<— j4,t4lc 4c Beac $ 3° Office of Building Off791, -7 /Yl 3 8 REQUEST FOR INSP41 Date �+ Permit No. 5 — Time A.M. Received P.M. Job Address Locality Owner'sC)Ft Name Contractor IL G CONCRETEECTR PLUMB M ANIC ❑ Footing ❑ Roug ,nng ❑ Rou ❑ d.& Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab REA R INSPECT%Thurs. A.M. Mon. Tues Q'`j Friday P.M. Inspection Made {,Inspector InspectiotYicate of Occupancy Date CITY OF /&fi4-c sewA- Tf{i'tfK(i Office of Building Official REQUEST FOR INSPECTION o x —(� Date `' Permit No. Time A.M. Received P.M. / V(, Job Addres �ocality/ Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer �``❑ Fire Place Pre Fab READY FOR INSPECTION 11. A.M. Mon. Tues. Wed. urs. Friday P.M. A.M. Inspection Made r' P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date Office of Building Official "`VVV REQUEST FOR INSPECTION Date Permit No. Time A.M. Received � P.M. ffiF ) (t V 1 Job Address Locality i Owner's Name Contractor BUILDING CONCRETE ELECTRICALP MB MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & El Re Roofing 11 Slab El Temp Pole ❑ o ut ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTIO Pre Fab A.M. Mon. ues. Wed. Thurs. I Friday P.M. / .� -��(�� A.M. Inspection Made P.M. Insp c r Final Inspection ❑ Certificate of Occupancy ❑ Date r " /n��/j__ //CITY OF IY+LL41� Be44 A-A; Office of Building Official REQUEST FOR INSPECTION Date1 't 7 6> Permit No. v Time A.M. Received P.M. Job Address Locality Owner's Name Contractor DI CONCRETE ELECTRICAL PLUMBING MECHANICAL taming ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation f Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READ R 1 SPECTION � / A.M. Mon. Tues. d. (%✓\ Thurs. Friday P.M. A.M. Inspection Made W� PM. Inspector L Final Inspection ❑ Certificate of Occupancy ❑ Date Office of Building Official REQUEST FOR INSPECTION Date & — ) �?—0 ;z, Permit No. -- Time Time A.M. Received PW. /go 1 Job Address Lo ality Owner's Name — ntractor BU G CONCRETE ELECTRICA PLUMBING MECHANICAL Footing ❑ Roug rang Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Fri/day �`t A.M. .�( � •� Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date 4&M4'C BwcA-0;&W& Office of Building Official REQUEST FOR INSPECTION Dater i Permit No. Time A.M. Received P.M. V4 � Job Address Locality Owner" f� � f` Name �" �✓ Contractor LA BUILDING CONCRETE ELECTRICAL PLUM IN MECHANIC Framing ❑ Footing ❑ Rough Wiring ❑ ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. A Mon. Tues. / Wed. Thurs. Friday P.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date Office of Building Official REQUEST FOR INSPECTION Date Permit No. 7(,/ Time A.M. Received LPW— T 9 � jt 1 0 / n r Job Address Loc Owner'sMe 00 Lam/ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framin ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ of ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ -- READY FOR INSPECTION Pre Fab on. t S. Wed. Friday P. t) �y , X0� A.M. Inspection Made V� j P.M. Inspector 1 Final Inspection ❑ Certificate of Occupancy ❑ Date Tertiftrate of (Prcupancu Ctu of Atlantic +S=4 — Nloriba :43Ppartment of Tkilbing Nspattnn 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. 0$6 Group "�•frame Type Construction 5 f f Fire District Atlantic Beach Owner of Building Mck & Carol Pitts Address .1901 Sevilla Blvd. W. Building Address 19,01 Sevilla Blvd. tvcatlty Atlantic Beach, FL 32233 ' e By. DOA C. FORD/ Lj Building Official I� Date: ` Q ' 2 ( r — POST IN A CONSPICUOUS PLACE OF ADDITIONSor CORRECTIONS DO 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 �L®_,A 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, loth, earth or other material, until the proper inspector has had ample time to approve the installation. After additions.or corrections have been made, ca _1 Building Department for an inspection. Field Inspectors are in the office from W17 to v�Monday through Friday. PLUMBING r�.,e �� ''jj EIEC BLDG /,V"" B-a PRESS HARD-USE BALL POINT PEN OF ADDITIONS or • " • t • NOT REMOVE JOB ADDRESS DATE 1194 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted �f U"lP �/yG�tl�t'91o� 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, loth, earth or other moterial, until the proper inspector has had ample time to approve the installation. �U After additions or corrections have been made, calYs'�� Building Department for an inspection. Field Inspectors are in the office from- to,.�_ romto,.�Monday through Friday. PLUMBING EIEC BLDG B-4 PRESS HARD-USE BALL POINT PEN NOTICE OF TREATMENT Applicator Name Address ,art. d L ud. City l -elver ach Time 16-'16 — /6,Z2 Date f ;jo z SITE LOCATION Lot # Block # Permit # Subdivision 1-60 hw- Address Sc vie-" Name of Chemical Applied Used % Area Treated Gallons Used Remarks Applicator- White Permit File - Canary Permit Holder- Pink f� 1 JOB ADDRESS 1X10 I SC\.,I'l l a 13�v d � TYPE WORK )-'e-0M PROPERTY OWNER 0 �' }�c�z��ck, m i PaoNE 2 U I — S� � 9 CONTRACTOR �lnl -� TFLFUWON,E PERMIT Ni1MBER 2 3 6 M Cd DATE �I 102- INSPECTIONS.• FOOTING TZ BEAM LINM NAII'.ING VG FRAMING1COVER UP INSULATION G - r T_a x. FATAL BUILDING CFIUMC41E OF OCCUPANCY =cneCAL PERMrM 2 „ fl INSPECTIONS ROUGH - FINAL '7 t k MEMANICAL P.ERMII'# INSPECTIONS ROUGH FINAL MMAR INGPERMII# EVSPECTIONS ROUGS/UNDER SLAB TOPDUT WATERASEWER FINAL ' p NOTES. } J ADDRESS �?6 t � f1C �- a BUILDING PERMIT NUMBER 0 INSPECTIONS: FOOTING ` UNDER SLAB PLUMBING SLAB FRAMING COVER-UP INSULATION 5 3 � FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH S a FINAL MECHANICAL PERMIT # O�f 3 , PLUMBING PERMIT # 9 NOTES: / go i Svc IiG � ►a. kl. ,SILL CITY OF ATLANTIC BEACH Q� lC FACSIMILE TRANSMISSION TO FOLLOW wow v — — z �tORl��` TO: Cheryl Carlisle FAX # �Z YS _© 93 Q FROM: Don C. Ford PAGES TO FOLLOW: 2 DATE: 7/22/97 MESSAGE: Cheryl, As you can see trying to tell whether this lot is in Flood Zone X or A is rather difficult. None of the maps are to scale as supplied by FEMA. 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-54.45 TELEPHONE(904) 247-5800 FAX (904) 247-5877 CITY OF 1*&aeic Fead - 576v4& 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 `-` TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 July 22, 1997 TO WHOM IT MAY CONCERN: Re: 1901 Sevilla Boulevard West Dear Sir: The property known as 1901 Sevilla Boulevard West is considered by the Atlantic Beach Building Official to be in Flood Zone"X" according to the Flood Rate Insurance Rate Map as of April 7, 1989. Sincerely, 'C- lck Don. C. Ford Building Official DCFfpah cc: City Manager .-t; ° •°T y ; •r r�? ate'+S'� *T' '\ J ~s'' •� Y�r��`r 1 t�s {Yrs" ^�T�"��;;�� f J iyp �rT ff .Tf"i i`St "a ty titi v j y L � e �• � �s a�zz, yrX,'nez �� C �rC y ' • Lam - s � � • sr ji• r � !,tr re Y s a f y r a CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX 247-5877 PERMIT INFOI#MA ION LOCA710l+i INFORMATION Permit Number: 21514 Address: 1901 SEVILLA BOULEVARD WEST Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):6 Block: Section:0 Square Feet: Subdivision: SEVILLA GARDENS UNIT ONE Est. Value: Parcel Number: Improv. Cost: CINFtMATI N Date Issued: 2/27/2001 Name: OFER KOOBA Total Fees: 25.00 Address: 1901 SEMINOLE ROAD Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 2/26/2001 Phone: 904 241-8489 Work Desc: RELOCATE CONDENSER TO OTHER SIDE OF HOUSE FEES A COMFORTABLE ENVIRONMENTAL PERMIT 25.00 l:s lons New FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.09 14 ATCAN-TiC BEACH BUILDINGDEQ' . Date; 2/27/91 02 Receipt: 9037774 CHECKS 5257 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC erACH,ILORIOA Jafix APPLICATION FOR MECHANICAL PERMIT CALL-,-NUMBER IMPORTANT—Applicant to complete all items in sections I. II, ill, and IV. I. LOCATION Shad Add.na: OF Inbnaatlnq Straits f.h.aan�� 1 Y 11 I Q And /�) G/ N WILDING Sab-dhide. II. IDENTIFICATION —To be completed by all applicants. In coarid.ration 1 permit given for doinq 11%. rock ar d•reribad .n 16.above dafrae•n1 r•Aoaby agree to Pad—raid—k In•ccmdanea rffh !ha •Itaehed plain rad rpa<iileallom .hick u• • pert Aum! and in •cc-1-4a rilh th.01Y of J•ck•anrilla ordi.aneu end rtandardr 01 goad.pracfica Road IAar.ln. Hama of Maaha.led J Canlr•afen /� Gehrdsr (/riot( M Uf �'GO� �/)/pN � Mnbr �Y/ Hama SIq.aMra.f Or..r afura ' «Aelharlad Agent Aila 111. GENERAL INFORMATION A. Type of hesnnq fuel: S. IS OTHER CONSTRICTION SLING dome ON yk ❑' Heclrie THIS BUILDING OR SITE1 ❑ Ga.—❑• LP ❑ Natural ❑ Gntr.l Utility ❑ ON Ir YES, GIVE NUMBER Or cONSTR1CTlaN PERMIT ❑ Other—Specify 1V- MOCKMr—k1,BpUI/Mf1T TO 11 INSTAL AO NAT RE Or WORK 1/re•+46 complete IIA of menponenh an back of this Ier+sl 'Residential or ❑ Commercial ❑- Hest ❑ Space ❑ Rec.rs al ❑ Ceatral ❑ P. ❑ New Building ❑ Air Coaciritealng: ❑ Reom ❑. Can" ❑ Existing Bunning . ❑ Deet Syrfem: Material TAlckee•• ❑ Replacement of existing aydsm Ma■lmum capacity c.LnL ❑ New Installation(No system previously Installed) ❑ Rehl"n two ❑ Extension of add-on to existing system C2 Other—$pacify (3toeltaq ts+on Capacity 11-11-or- . ❑ Rro griaklarar Number sf heeds O Hwalar ❑ Mas1IN ❑ Faeaia/en I.un/bar) THIS 91ACS)'Ofl OFFICS USE ONLY ❑.aaadlne pem•,.a tnamberl 11t.wi.d1 p.•Tsn1• (sambas) Ramaria .. ❑ LPG esntaha•• (armber) ❑ Udbed proaare vestal . ❑ ra q// hrmil Approved by Oe•v, 0okb«—.Sp.Jh�uy,^'� G N e ,+1�.1 e�r ►«mil G.. 7" 0 J~ U e a v f LINT ALL EQUIPMENT AOR CONDRTONING AND REMGERATION EQIIIPMENi' Capaet Number Units D-eApUIA Model Number Maauiaatnrer (1ae17 , c MATING •FURNACES,BOILERS, FIREPLACES Aypeo� Number Delta D-oaiyU— Model Number Maauta rbxrer (1iTi11 Ares TANKS now Many No wJaal Capacity Ty"IJquid Nama aL Serial Apr—'As Said DMom►dena Contained Icawdsat-ve Na AA�{sraacc�7 DEPARTMENT OF BUILDING CITY OF ATLANTIC.BEACH 5PERMIT NPORMATTOX ---------- LOCATION INFORMATION ------ 4 P rmit Number: 51+ " AddreIt: 1902 SEV ILLA BOU .EVA]{i? WEST 'P0rmit Type: PLOMBING` 'ATLANTIC BEACH, FLt RTA 322 3 arra,. cif Wolk: NEW .,.,.,�------ LEGA DESCRI:FTIOI�t ---- ------ Lot . Block: Sect on i { r posed',Urea .UTILITY Tow>n�hiP> RNC. � Cede. O Subdivisi on� SENILE►A GARDENS E ti� ted itue. # .00 3 ��rc�v Cost ; $td.60 00 N �- . TION �_� APPLICATION ISIWI, LC � E PtLT 2 .Ott <�cLA SOU 'PIES WATER IMPACT LEE $0 0 ' FEE $0-0 P a 6 7 . " RADON GAS-H,R�,S Std. . . _ NFO1 AT - AL AN dame: FS I<3 ION CAPITAL IMPROVE $0 .4I Imo .: .., ' ..a.... w _. ... ._., SEDER TAS ,..d. 0 OSI C FOSS ONN.ECTION SO06 A L� , ` 24 . P. Type 0 S.EC t` IMPACT FEE 40-700 I CONST.SURCHARGE r "' NOT $: P NOTICE- ALL CONCRETE FO#IIMS AND FOOTINGS MUST S£INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ' 3 RU�IaiI' MATERIA.;RUBBISH AND DEBRIS"FROM THIS WORK MUST NOT'SE PLACED IN PUBLIC SPACE,AND MOSTBE CL ARED UP AND I4AULED AWAY BY EITHER CONTRACTOR OR OWNER,, A1l.UM3E To COMPLY WITH THE MECRANICS' LIEN, AW CAN. RESULt IN E,�t?PERTYCsrlliMEM PAYMNO TWICE FC M BUIL 31Nt I ;Ilil?IPI t?YEMENT�3', ! A.ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AbND S1I3JECT TO REVOCATION FOR ! tTCON OF APP4,ICASLE PR6V SfONS OF LAW. A C EACH Bf li'LDJNt DEP TMENT 0�jy,0 OQt�t+ wfl�t34F>�#?dG yy ' I "Iy"1 41 A DATE : _CP_ FRE-SERVICE VIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY : --------------- -----_ _- �,-------- ------- ----------------- -. ----------------------- Enclosed are the blue copies of the permits. « SINCERELY, 1 BUILDING INSPECTION DIVISION cc : FILE CITY OF 1*Ca4& Tead - 57&Ue4 800 SEMINOLE ROAD ATLANTIC BEACH.FL)RIDA 32213-5445 TELEPHONE(904)247.5800 FAX(904)247.5805 NOTICE TO: Water Department FROM: Building Department DATE: 6- ; VY 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 90 Sincerely, Building Department )9s4 MAP SHOW NG BOUNDARY SURVEY OF A PORTION OF LOT 6 , SEVILLA GARDENS AS RECORDED IN PLAT ROOK 45 , PAGES 6 7HRC,14GH 6A OF ':HE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA ` TE p7iv��HO L� CJG_ bsCei �io. /) tAM( w . Cn ns, A 21115 - WTr 5QU HQMFS =Tqc• PFbp .�� FIRST MssnclATTQN;-. JACKSONVILLE 8 471 1(9.P\ z o'B e o o Iry p o 0d d� d IV vl th J • a.� �,--�a.� bti �t rn � Mbar A�-�- Pee e-kWT 45'A10 ria a'�-,, 4- ce o�A/r OF ZCi 4- 4-/7-94; 1, lo, Af,94-/7/6+-f?r !34Z 48,) A"Se. 5T'e► � �1T d-.-• 1 Q4 �4-- NOT VAUD UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. 9EARINGS BASED ON __ "—I LINE AS SHOWN Mr PROPERTY SHOWN HEREON APPEARS TO UE W 174JN FL000 HAZARD ZONE— AS SCALED FROM F7 000 CITY OF 1*&w is Veal - 94UW4 800 SEMINOLE ROAD -_ _---- ------------------------ ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 July 9, 1997 TO WHOM IT MAY Re: 1901 Sevilla Boulevard West Dear Sir: The property known as 1901 Sevilla Boulevard West- is considered by the atlantic Beach Building Official to be in Flood Zone "X according to the Flood Rate Insurance RateMapas of April 7, 1989. Sincerely, Don C. Ford Building Official DCF1pah cc: City Manager TRANSMITTAL DOCUMENT FOR JEA DATE: & ^)- .9 The following permits have passed "rough" inspection: Permit No. Address s Y3 �;-� ' 90/ �5 ,D1� �� S352 / 52- 19 -71 Z19 -7 ea�cx�sex�oax �txkaieacx� x�Exxtahcex�. Please update your records accordingly.BUILDING CLERK CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: qo ti OWNER OF PROPERTY: BUILDING CONTRACTOR:��,� �'1f PLUMBING CONTRACTOR /4 AND ADDRESS: TELEPHONE NUMBER: STATE LICENSE NO: 2�9' TYPE OF BUILDING: TYPE OF WORK: (1r HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3. 50 + $15.00 = $ -------- -------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247-5834 Flo/�11014.1 k-'AIER&T FFICIENCK FAY F6V-,?M 600A-93 Alesldewtlal jVhOja 81(,Jj1Cjjrt"j SkYt.": tot 6 tltu.*t I Hoaw", AV.) A OAYESS. T{'1 L Al&,w col�structjon or 2. Siogle fa.wz'l debwhed or Hult-ifdll? , �,'lv a �L,�ched )`I I p Fn1&),.i v y 3'. If of Uoit"", 3. 4. If Plultifalpily, fs th,is &, wo ,st* c,5se (y6,,s,.l'no) 5.. Cond).'tioned floor f V. ) 5.. 6, cave overhany (rt. ) 6 7'. 'Vorch overheing S. Olass Sad tyrle: Clear` 4"Vass Vl*ntl. f.No 01, solar screen (,'Sqft- 9 — Floor tyve and a. 31,5b on grade (R--value,. ver,imeter ,` 0't b. Wood, r.Afsed value. zuw,- Wall type area 3o(Y inst"Idtfoa: a., Exteri7vr: 2. Alf.,)od ftwae b. Ad dr 2. 11.C`ellfng tyve a. a. attfc: fu'-va lije) 0(l) 22(JO. 06,,,qt 12.Alr dist-r.il)ution a, ?;tivcts flnsi"�laticy? 06 wa-ter sYste/i�,- /5. T y,v -'41 4 t 1 t r.i t fcvt 2 t-)r 16.iyf4l,6, 6 ll P/Oje house fan'.. YS-Att)-c r9. PI il.�wst ewt a,: voints b. TCi`tca'y ------------ I He r`C:' t i f V t h i; t A� ns n d t, `t 06� Si e e jatiodre with the 4,v,,?'th the Floti'da Eoer�;tv r::cwstructky0 ?"S -`?YE,e-"AA'E AIR ��'_�NC. fol 1") 6,Y. (4i O?dt t hfs, b l'u."I df Is with 0.... ....I:}r , ., 6,n6', 2 67(14 Yk A'l 4 �F I v 81411 1 XF 11, TAIA?I 6'/v '4 1"�w c r�?cl-'.' COMMENTS SECTI ON REOUIREAENT3 FOR EACH /WA CTICE P%A C TICE #t 606. 1 COA11"I V' riq TH A/I J!VFY Z, ?RA 71 6M) TI --------------------------------------------------------------------------------- ANS0505 610 7 naximum of 0. 34 CFn per linear foot of overable 5asl,, crack (includes sliding glass awors)', ------------------------------------------------------------------------------ EkYrfor & 660 AdAmum of 0. 5 C per sq. ft. of door area: 6olic) Adjacent Doors core, wood panel, insulated or glass doors ----------------7---------------------------1 f xL`er`ior` Joints 660 7 To be caulked, gaskete<�'; t'�r o?"rY'-v -- & Cracks wise sealed. I r'"rrta' C71.0 #2 610. / 6,0/YP1 Y P7 1H PAIA, "'T14"IE #/ 11111IN10 THk", FO/ ------------------------------------------------------------------------------ Exterfor Abils 6001 Top plate penetrations sealed. Infiltratioa bavrier & Floors ins�tal led., Sole ptaty1floor joint caulked or sealed., ------------------------------------------------------------------------------ Exterior s 606. 1 Penetration,,,,-, joints and cracks an interior sus fact, S Ceilings sealed or gaslo,'t4"'d. t uct*Alork 606. / in unconditioned space must be sealeJ ------------------------------------------------------------------------------- Fireplaces 6M l Equipped with combustion air. doors aad flay"�' dampers.. --------------------------------------------------------------------------------- Exhaust Fans 60 . 1 Equipped with damoers. Combustion a9vices see 6VVI.A.2. ------------------------------------------------------------------------------- comb as,t i or? 606. .1 Combustion space and mater heating systems providn) with outsidt's com'("Justioe.? afr�' direct appliances. ----------------------------- ------------------------------------ -------------- XX (must be met or el iesfay"ces, ) P", ----------------------------------------------------- -------- ------- ----- ------ AdUr beaters 6 1 2.. 1 (*'0,,`i•.0JY with efficieRcY rPQvTremeMs in table 6-11', Switch or clearly marked circuit breaker (electric ? or cutoff (gas) must be Extern,"i-I ":iuilt- in heat trap required, --------------------------------------------------------------------------------- Swimming k}f?ols 612. 1 So:: and heated pools most have covers (except solar Spas heated). Mon-commercial pools oust bave a pmwo yjoe,� 61s spa A pool beaters must have a NON= thenval efficiency of 28 percent. ------------------------------- ----------------------------------------------- Shower Heaas 612. 1 Water Now most be restricted to no wore Map 3 yal- Ions per minute at SO PSIV., -------------------------------------------------------------------------------- Air Distribution 610. 1 All ducts, Uttings, mechanical equipment and p7e0ax Systems chambers shell be mechanically dtZ.8chted. Y/.t"' u1sted and in accordance with the criteria of 3ection 610. Ducts in unconditioned dtilos most be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closeL --------------------------------------------- ---------------------------------- bloc Controls 60711 Sgoarste readily accessible or thermostat Or each systwo. insulation bV4. I Ceilings minimum R-01. hidils yrdwe R-0 U/ 6k02. I CHS /,`--3 both sides. Momon ceiling floors R-17. --------------------------- --------- ------------------------------------------ SLINHER CAis CV1AT'JO.?Y5' zoo 6ASE ozz ASM/1"If Tozzo XT Z='.' GIASS---------------- ORIEN AMEA x MW z MINTS 5C 9O1,6'*N AA1,6-'4 x SAW x SZE o AWTM5 ------------------------------------------------------------------------------- N 161. 00 6S.8 10264.8 M CIO N' 30. M UR N 5 L 3W. 3 94 1826. ..;' wl CIO N 15. 0 38. 3 . 78 224 5.,5 E 58.00 65.8 38/6.4 081 Cl R 1�- 12. 0 79. 7 .61 584. 51 IWI CIR E 30. 0 .84 2008. 4 zwl CI R 6 , 16. 0 W9. 1 .61 P79.8 S 79. 00 63.8 57502 1 MY CIO 5 15. 0 66. 2 .85 844. 6r lwl CIO 5 15.0 61.2 . ?4 ?S4.151 001 C1 R 8 31. 0 66.2 .69 218M., m CIO 5 12. 0 66.2 . 49 390. N 94. 00 65.8 6185. 2 M CI Al ?." 1 M? 23M. Im C, At 12. 0 � 9, 908. 6 1wi CIO Al ?5. 0 M 1 .64 1064.2 zwl CIR N 4. 0 19. ? 135. 2 m CI R N 12. 0 19. 2 .65 61 1�2 M Cl 1!r N Q. 0 W9. 1 .84 0t,4..11"` Nw 24. 00 61.8 109.2 001 CIO NN ?5. 0 5T 1 .84 127. 6, -------------------------------------------------------------------------------- . 15 x MV. FYOOR / TOM GIASS = 401, x G AU) GZAM AREA AM P01M",5' ----------------------------------------------------------------------- . 15 2, 300. 00 411. 00 .839 M043.80 22. ?07. 00593. 7 i' NON GIASS------------ ApIk"EA ,v 8,51:1H - /I (M1 UE AA11"A ----------------------------------------- ---------------- --------------------- --- AMUS---------------- Ekt 7100. 0 . 9 100. 0 / KI Pbva' Frame ? 7. 0 000. 0 1. 10 Aw;wt;.. 0 All 25 1, c; . 7 175. 7 / Ali hood 11a/,e ? /. 0 131. 0 . 10 7 73 000A's- Ekt V. 0 6. / 128. i• / Ext hood 21. 0 6. 10 ?28. 1 Ali 33. 0 2. 4 2 / Ali Aloo�,,' 33. 0 2. 40 79.2 CERINNGS------------- VA 210710 . 6 1264.2 1 10ahr FMS tti`('� 0 21M 0 .66 1320. 0AMr Attic, ?K0 440. 0 10 484. 0 --------------- Sib 229. 0 -37. 0 -8413. 0 :.'_'.?ab-on-Graae . 0 AT 9. 61 -41.20 -94 34. Awd 15T. 0 -4. 0 -?66. ? Arclvd Adjacent 19.0 15T. 0 . 40 7i;.'•• 5' 2300. 0 8. 0 1846W. 0 lVactice 12 236W. 0 8. 1w ?H400, T=Z Z==========1 Z==== z x 0=01 0=K=Z= 707AI SLIK,14ER POINY'S 35. 039. 12 34, w. 11 TOTAI, X 00VF su' i f'+1 61 ffUl T XVINTS, wwwN 01MT10 Aff//. T A/lyz 7 -------------------------------------------------------------------------------- 9r.9r:9rarat,�rarar.9r•9r,�r:9r.9r,rt',k,>r.rt.9t.9t•9l,rt':#.tt', >r:rt'•tt'.9Y.9r:9t:9t.rt',rt.fr.'.t ,r'f,>r:rt',rt•ararat•at'•9rtolls*t.9r Ill arar.tr.tr,rt'•tr•tr.9rar.rt'arar.,rt'•rt'ar�',fr.rt'.tt'.rt'.tt',k`•rt',rt',9t',#'.rt':rt',9t•:rt',rt.lr.it•,rt'•rt'.rt'.rt',rt':R':rt'.:>r:><'..rt',9;:k'.1t':>r,rt'.9t'.>r:rt':tt'•rt',>r.9v>rat',ft'..rt'•Y'•k'.1t•..rt'.#',rt'.pr,tt',k:rt•><'•t'.�!�.k'.t".k.r~.N'.rt'.t� ! G'l ASS..._.........._-_.•-_.---•-•-•--- ?r G'?ftlr'W A+:{..A R 8dlf?l - f-G'.:1V7'�� 1 1`1F... �.;! 0,•91E,'Y • !tEf9 rlri=W A rri,'f.: a , V.iNr',.5' ------------------------------------------------------------------------------- N 150 00 -10.6 -1653.6 f Vr{;!l tr.`l r't'' N 30, t,+ 1. 3 1. 10 2 W 0. E 58.00 -10.6 -614.8 t DBI G`l rt' l' 12.0 -9.2 . . 11 72. Cy DBI i';l rrtJ z!' 30. 0 ...... . 51 -136. 14 E- Day 1,l/iJ i r P;. 0 -9.2 .: ?I 1 6.±'r S 79. 00 -7 O.8 -837. 4 4 f 1W1 G`l f:' 5 15. 0 28. -3911 _ ,? W 94. 00 -10.6 .95W. 4 jr DBI C`l t r {? . ') .,A.. .65 6. 7' 081 CIR N 4.. 0 -9..1 -.80 29Z1 f Cyl_sl C'/p W 15 Cr -9"? S: - 18. NY 4. 00 10.6 -254. 4 ?' :t:111 f;l,4' 1''7W 0. 0 y +' l.yrr7 f f'l.rtt+ NN 9. 0 4., .. ., ..7 fi 6 r„ --------------------------------------------------------------------------------- 15 x C;ONV. f...?,CyOR ' 70 TA 1 01 A SS -- ADY t.;l A•5`S A!"J G•r A u ti, GZ A !,.' AREA Alt's s FSC`f t,?r`t' /1,1191/V/5 ------------------------------------------------------------------------------- . 1 5 2. 300. 00 411. 00 r.7 9 -4. 356.60 -3 „ ------------ AREA ?..'G'.,r?V l:.`.'• 1 ? �'SE >..VAI ME AREA A"1.lS- --.-_....__w....._.._ __- r� f .. ty Ext 1;,ryCy ,.., ,y ,. Ext kdad Ffam ? 00 t A dj 251.0 3.6 90 ,6 A( 11.0 J 7. t;y 3.60 903.i> 1mkt %? . 0 12. 3 2a8. 3 f eG'.t'L" �I?(:>t:>tl 21. 0 1._. .30 258. 3 Ad i :sus. Cy 17. 5 S 1 Ac. tI?(,vcy' 33. 0 11. 50 CEI1 VA270,' . y� 1'. 2 �`5�.�':�',,4 ,r' .1,?nt.rtr Af,.?:i(;, 30. 0 120v„ 61 ?.20 2'640„ G? blnder A ttic ?9. 0 440. 0 2. 00 880. Slb 229. 0 1. 9 2038. 1 / Slab-on-Grade . 0 229. 0 ?8.80 4305. ,._ rctisd 792.0 7. 0 184.3 / At,,.}` FI?t?13C„{ A,(-?c2i'f:`n 19.0 192. t 20 427.4 / 2300. 0 4 714vo. 0 A;Y'aG"l.ice 02 2300. 0 40 ,?'020, 0 _._ _.._____-_.__........_._. ......_. ..-_._-_.__.,._...__. _...w .__....._-__._........_ 23. 395.22 32. 188.26 7107Al k' .7 YDS l EH ,Y A.'T VG' f TOT Al x CAP x DUCT' .'C AqN f•''7S sky T f'Ctim l G'o"ll',01Y rlF'A 710 r4kl 7' h1v ?' sky 7 rvi ? ---------------------------- Net tt't'lteee')t-A,te'te e*o"to' to teee$vs $lose$j*t to w$*jvj$wxj YIN I,*, AM UP HEATING BAW AS-SVII T IY&YV OF y ?VU1 7 107AI TANK EF TAMk x hV! T A CREDIT o 70 7A 8&VA'Als A1111 TIO HUI. T ------------------------------------------------------------------------------- 3 380.3.0 11,409.00 60 . 90 1. 000 30 9. 7 1, 0 7 N i 59. 0('; t t$o'*,*-'t*'o'-A")NkA' $voter YA SE AS....SU117 on- COWN6 REA TINIW'-.-� HOT TOTAI WOi HOT W47ER TOTA1 POINTS POINTS POINTS a POINTS POINTS I P.OINK 1 POINTS a POINT""', ---------------------------------------------------------------- ----- ----- -- 12964. 5 1286?.4 11409. 0 3?,240.84 6631. 4 1 ?15 9. 0 it, 5?1. 0,; to &I'l 06 e of the EPT raLinq number or, for am/ ITI"H listed'. k your i"or 06"A fi"br,v 606�41-93 5 0 Q0 le )"6, WO. I'hr,! lowe, th,, moi, ts .......... I IVSUI.4 Y'l ON. 1? 10 lira.I 1 I ae 3o.o X/l Al.-Pv I've, Floor Al-[,,'a]U& AIR SE6. L? 0 VL HSPI: 12. 0, WA TER '#-A El ec t r,l7c cic. Ods 36 WAI&W, FEA . . .. . . . . . . . . . . tiia y, thes& z�rgy L,:,fhf ,YY 4--'UCS(,,- have beei"? irr t-fifs Guilder' Address:?jS' /,I-- I 0a, 5c/.if,; -3 S1 ?1'U_;d s no,roto :; -As Florida c'nergy (,.,Od&, fr.:v gulldiw Florida A 17 2.' 10,40 AND E-0070,fENT 3- 1-94 For: 4/11 SOW HORIS 995? A7ZAN71C 81 IV. JAWSONI'll I E F1 32205 (904)?y5-0118 jv: AIR WINEERS, INC 7010? BEAM 61 VD. JACK,561N M I E FZ 32216 (904)641-2333 lot 6 Unit I Sevilla Gardens Job It Plao 2300 Sq. Ft, Wthr : Jacksonvillj,AP F1 Zone : Outside ab: 3._' Oeg F, Outside db: 94 top I Insial 0% ?V Deg F 15side db.. 15 WY F Design TO: 3"9 FTr lr ho., 19 oulf Daily Range l'i Rel. Hum. - 50 Grains matm 4�T HEA TJK',` 5'0Y�?vA6'.1v SENSISIF CYWIhW Slay. Heat loss 367<1a St"'M q t,,'l/!"'t ol65 30001 810�, 1'entilation Air 700 CM Kntilation 2090 WWI, 14,,vit Air loss 4180 Stah Design flop. Swing 3.0 %y F Design Heat load 423?7 Stuh Vie Nyy. Data n RatelSwing Mmit. ?. 60 Tf,.?taj Seos 6(,wu.i I oad WOW WWI INF11 TRA f ION + Ar&",fW tons t`' oval a N Fireolaces 0 Internal Gains L'-?80 huntilation 3332 Btah HEA71NG COMING Infiltration 4095 Stub Area (sq. ft, ) 2300 2300 766 latent Quip load 6VOT Stab arc,>lume {'c u. ft. 1 ?8400 18400 Air Changesl%bur OW 0. 4 76tal Equip load' 40899 Sish Eouivalent CTN 215 723 E490`I/:1Nl-N`f SUNNARY COMING COLUTWENT SUNMAN),' Make leonox Make le;;no",� Nodel C824-0 Model IOHP-48 Tyoe AIR HAM,71-5'fil Ty"Oe blEA T HSPF 0 Stuh S'e,--,nsible Woling W155 Stab Heating Output 0 Stuh latent Cooling 1200 Hlu/i Heating 7000 Rise 0 lheg F TWO Cooling 50300 8tah Actual Heating Fin 1600 CFM Actsal Woling Fin ?600 CFH HJg Air F71m Factor 0. 042 CFN18tub C1g Air Flow fat:,toi, 0� 05"1", TI Soace Thervostat 1 c Heat At5 OANOAL J. CO. Kjb"1-j. F1 . 0,Z .,- Printout certified by AC04 to meet all requirements of Raw& Forw RIGROJ CAUDVfir TIOM Job 1: Plan 2300 QPh 3-/- A Procedure A - A/inter Infiltration Ft TN Aecu lation,", ------------------------------------------------- ------ ------------ ----- 1. Wintev, Infiltration C""M x /,'?400 A.Ft, x 0, 016? 20 CPR 2. Winter Infiltration Btah x 215 CFN x 3w wintet To 8991 Stub 3. Winter INfiltTation HM 899? SM 371 Total ---------------------------- ------------- - --- - --- -------------- ------- Procedure 8 SIvOotv' lof'iltration HM Calculation," ----------------------------------------------------------------------- L Summer Infiltywtion (;'FN /8460 Cu.Ft. m 0. 016? 123 CM lr 2. Summer Infiltration Btuh M AN x 19 Summer TO 2369 Stub 3. Summer InfiltTation HIM 2569 Rtuh 371 Total Window 6. 9 HIN & Door Area ----------------------------------------------------------------------- Procedure C - latent Infiltration Gah� 0.6 x 49 gr. diff. x 123 CFN x 4095 Stub -------------------------------------------- /-•+I`o edur`e 0 - Equipment Sizing loads ---------------------------------------------------------------------- Sensible Sizing toad Sensible hInKlation /oay 1. 1 x 100 MOCTA" Y TV 2090 Mh Sen-_-,,ible toad for Structure (I ine 19) 1 3000? 84uh Sum of and Structwr(,,.*-, 32091 610h Rating and Temperature Sming Multiplie x 1. 00 RSK Equipment Sizing load - Sensible 0 32091 2. latent Sizing load latent h(entilation Lo d' 0.68 x 100 Ifent.cM x 49 gr. difl. 3332 Stub fr Tntwrnal loads w 23o x 6 No. People ?360 stah Infiltration load Flom Procedure i.':' i 4095 A& Equipment Sizing load - latent 8,60,;:, ---------------------------------------------------------------- ------- MostTaction Qualitv 1s: a No. of Fireplaces is: 0 Printout certz �y ACCA to meat all requirements ot haxual Fm/m J ~ . ' J4b K Plan 2300 Sq. ft. Zone� 3-i-94 ----- WWI JO 7th 6d. ---- /IV/T-J: V/. 0 ---- 7R29/3 --- Page / ---- / 7/ Name of komm / Entire Abuse / Whole Hbume / / 2/ Running Ft. Exposed Mull / 236' 0 f& / 236' 0 W / / 3/ Room Dimensions, Ft. / / 2300i ^. /. 0 Ft. / / 4/ C'ef/ogs,/t / KnnW Option./ 8. 0 / ./ S' c'� / /----------------------------------------------------/_----__-_--__---__--/ / 7YPE OF / /IS7/ //rY / Area / Otxh / Area / Otzh ' / EAIVSL�� / /40. /Htp /C/y /length/ xtq / CZg //englb/ //tl7 / Wyl / /----------------------------------------------------/---------------__--_/ / f/ Gross /a/72C/ 3' 4/ 2.0/ /W<V r"es / xsee / 7./08/ ex*m / r«ft / / / Exposed, Q//3C/ /. 4/ /. 3/ 25// J"" / ex*e / 20/ tsx* / *ry* / Walls and /c/ / 0' 0/ 0'0/ V/ ease ./ *X*x / 0/ ***x / w**r / 8yrtiflnoa /oY / 0' 0/ 0,0/ 0/ sss* / *sst / 0/ x*** / vv** / /e/ / (/. V/ 0' 0/ 0/ ssrp / ess. / 0/ *;** / Sots / /f/ / 0. 0/ 0'0/ V/ X**w / Isms / 6/ tors / /*** / /------------------------------- /----- ---------------/----_-----__-------_/ / 6/ windows /a/ 3C/27-6/ 3/.// 8737/ **s* / I/7/ S73V/ r^ww / 8 Glass /b/ / 0. 0/ ** / 0/ U/ *=xe / 0/ 0/ ***s / Doors Htg. /c/ / OY/ ** / r / 0/ W*** / 0/ 0/ t^** / /uy / 0_ 0/ �p / 0/ 0/ *MV* / 0/ 0/ vvx* / /e/ / 0. 0/ �� / 0/ 0/ X*s* / 0/ *+st / /f/ / 0.0/ ** / 0/ 0/ rs*x / 0/ 0/ rt*n / /-------------------------------/------------------_-/_-_-------------- ' / 7/ Winuoos / North /23. 8/ 303/ **"* / 69?0/ 303/ "" / 69 I- A A Glass / NESMA / 0. 0/ 0/ **re / V/ y^t. / o/ Doors Clg. / E8N /72. 0/ /4/ **10 / /064/ se** / 10041 SEWN / V. (// 0/ ^,oin '/ 0/ 0/ rXw* / 0/ South / 0. 0/ a/' °x$* / V/ 0/ I*** / 0/ 60/�2� / �' c// 0/ **x* / 0/ 0/ rx*s / 0/ /---------------- ' - -- --------/--------------------/-----__-----__-----_/ / 8/ Dthr 21/ 367/ 2/8/ 2// 367/ 2/S/ /1.,/700//7' 5//0'4/ 33/ 577/ 343/ 33/ 577/ 343/ ---------------------------/--------------------/--------------------/ / 9/ Net Q/12C/ 3.4/ 2. 0/ N62/ 4658/ 2.770/ /362/ 4656// ?730/ fxonseo/ /b//.sC/ /. 4/ /, 3/ 2/0/ 294/ 271/ 2/8/ 294/ 275/ Ata12S /c/ / 0. 0/ 0. 0/ 0/ 8/ U/ 0/ <// 0/ A\a/`tit/»nm /d/ / 0.0/ 0, 0/ 0/ 0/ 0/ 0/ 0/ V/ /e/ / 0.0/ 0.0y U/ 0/ 0/ 0/ 0/ o/ /f/ / 0, 8/ 0,0/ 0/ 0/ 0/ 0/ 0/ O ' /-------------------------------/--------------------/-------__--_-_-----_/ ./10/ ceilings /a//@S/ /. 3/ /.4/ 2200/ 2759/ 3/22/ 226ec'.,`,/ /b//6Zy/ 2'0/ 2'3/ 440/ 686/ /003/ 440/ 686/ /003/ /c//8V/ ?. 91 2. 11 /// 0/ <// ('/ 0/ 0/ /-------------------------------/--------------------/--------------------/ //// Floors /�/2��/�8.�/ �. V/ 236/ .r264/ V/ 236/ 1264/ 0/ /b//89/ /. 0/ 0. 0/ /92/ /99/ 0/ /9Z/ /90/ ;/ /c/ / 0' 0/ 0' 0/ V/ 0/ 0/ (// 0/ 0/ -------------------------------/ ---__-_----__-----_/-_---_-_----__--_--_/ //2/ Infiltration a /24'2/ 6. 9/ 37// £/99// 2569/ 37// 899?/ Z569/ /--------------- --------- -------/--------------------/---_---_---__----_-_/ //3/sobtat 80h *ext / 347/9/ **** / *e** / 347/9/ X^f* / //4/ Duct Stub 1uas / /OZ/ 3472/ **$* / /81/ 3472/ tx*y / //f/ Total Stxh loss n /3+/4 / *v** / T8/9// ws** / "r*tr* / / ��'t* / /-------------------------------/--------------------/_--_-_---_--_----_-- / //6/ J`nt, @ 300/ 6/ ve** / /BOO/ 6/ *v** / /$//// 6"' /280/ 6/ / W00/ 6/ 77Q/ //7/ Subtot RSW Gain-7+8. ' +/210 / I074 x*" / *w" 2071/ ///7/ Duct Stwh Gain / /89/ **** / 2%77I W/ ��*w / 207/ /19/ Total RSH Gain = /71/8 / **" / **x* / 300011 *" / 3000// MANDWI A Ah Ed, RIOHNA Vt. 72 M2913 0,474 Job R: Plaa 2300 Sq. W '�Jl S Al 6 1 S 3 0 N A S 0 0 N K T A 1 0 T H V 6:1 Al �-` I,.' H A H 'Whoh'-, "Yol.se a R s a c 0 n 0 2 90 1.0 1. 0 0, 0 1, 0 38, o ?9, o i 0 6 c 0 1T f? y 2 90 ?. 0 7. 0 0. 0 ?. 0 T2. 0 06. 0 48. '' a 0 n a c 0 n n Y 2 90 1. 0 7. 0 0. 0 LO 23. 0 AK On,) c 11 n 11 0 W2. 0 24. 0 ?9. /A, l! TRATION =07155, QW0 Wj GAP! Whill : &W fAch, MUM, FWACTIM P kv r Wy ip, Ak ANFI! MATION fWF3cRJpT!1!�t 41 vaom 1 Mims -, 34 Uh art Wpm toot of oucrah in mart WUMPS sili' my glass qvv;� ; W6 1 OHM at AdYneW 500m,�: e�Of or mssy apor� -- ------- --- -- - Weriur joints 7P AP rloWv, qn0rimn wean irr, nr, ?pcyn, oc P,yp� win" An"N't 11 Y W/bv W&MY 11 ANP THO WaWKY OA Wr VOV W 1 Top QU sps"60 !"KIN, zliun 0-0 1 Im. X Mom. fAntplica, SUP WRIP/0"ar Wint m"lAw or svvjp", Wounq 1"d Cram 00 inAppion nly fac, S C, Man- he SPAM a a' wAl o"10104 -amboaKoo air. 059rc a"& f/m Mausl faa- ME SQ -- --- - -- - - - - Mbompw" wour and mayr heivioa ApstpWA Hea t 1 q,� 011h O"l-Wr cown"Slion air. exrom Wert yem' Opp 1 vs an "', 0710 AVAUM loan, hr opt or RNWPOW0 W ia,"�To , MOW Hm3tarl afrarW mankyn" ouruig WaApf � Pfr�rrk : or rarwyT n v) X"W& On vro" Vyn, Tst-rqn! m nq? it, pu too , ymp rcQ"Irm, 1 Soar Sao' Kulpa ! 70is Own havp nnvp, F /mcm opitud" pook O"�! O�Y- d vvwn ; xr; , on WHY TK A r ;K a T A "a on; Kyrr"I"YON r Aming" . oxfila fumv aqwPOW 00N plum"'! Am cnowpvn CAM be orpha"fCOW machud, 1,WKY &Kry Ton/af W& in avrot War Witt the rf % AT Tr�ffoonaron in v"r6amfov6o, vzAjcx mvs,, oot Ow �ovkwll-v fn arDay uaze�s in or svxuwwtm low A T-80 17 W411— WIN ARW 83ph POINIS W/ AT 0 Q 8 WM2 MY 71 R 0 7 M Soo 00 567 Cy R No —A, "MY A 6,700 POINTS ",Mt 100, f Fagg / / . I NOW v 0 10, hood �vvar fAt won' War r 7 1 FAA 11 av WAX WAN Mp x QQPT SYMN WOO Wc &K, ammy BIT?9 Niq 1 MY T My/ 7 WPV, WINIOR 0"I Cut A 1100, nor w;°,? w Fir$&I I$$$*$*$A I* I Iles Am Is;*a I rvvte*I I pwrvsx* vrr*Is I rtt4r4 I*ro rr It I rp- t"Y' TKOF C =6 AAW kit x WOF POINA: 0, 6 —16 53, A PQ 0 R As NO. ' -10. 6 -831, 1 i MY 0 R 9 15, 0 1 Ohl 0 p a ps -------- - --- 0 OAV 70FAI 61491 AR/ GIA19 MY WAYS ARS3 -AC/as Pot NTS POWS INT, 60 3 6 .:i. 60 Molly-- - ------- ---- 71 4) U50. 0 6191, ,4 di 25? , & 3. 6 Q03, 6 Adf AM! Framp 11 0 7 s 0 3, 10 Jos�' 33, 0 11. 0 UT 5 Ali woor, vory, Attu RTMAWFION--- - -- - - 1 U" 10% Mich HTAIING 1 T&W 04P KW7 AS-81411 7 TOTAY YAW W! W EF TANA MIT 1=17 6A SE W WIER POINTS POINTS POINT! 15073 POINTS I PCIN71 A POIN73 POWL' 12964. 0 1080. 4 11409. 0 31,240. 94 90T. 3 16616. 4 K. 1,; Ap/ 7 98, 06 Xl eksrwo, 8y AIR FAMMORS. FM�' 159K WAKA' W AT, jAMM71 Z f Ft 325h6 1904 1641 1. 6 Unit 1 MOW Qrdw'!.: Job ... 2300 sy. 0, Zone Milo TV oil IV gvlvmrYf Pel. mum. '- envaq Mel SENS 1811 MY ING rou v P j OAP s 1 z 10 i MY. Heat /010 My "i onn War ow., wynniaNy" Air too yw WNW?= Wur; YM Air low TWO immo 0'� MY) oral Qv, ww VOW H; W, MOM; 4 Interna) wyn t �in E yon OTC, Rsw'� HEAT= MUM 4095 W"'� Arra !sq. ft. j 2101 ;all 701 jntpat Quip ZU41 H607 31 Vi TWO Fq&P toad qWy? RAW.: romovalant UN All MATING FOUNWEN! SUMA0 dake ponox AIA,1 oe Heating Wul NYOWn 6W, Ms 160.1 MWr 45 HQ d?n Wm flaMr 0, 0 V, ph Q- Air FW Factor 0 43�vwxwj w, sn "ap WrMwAW load Sena Heat 000 A�; pf Caton! ryrt) WK vo w"ps a , ! "na"a 1 FO( W rMTOWS A.& C lob d - Plan 2300 Sq. Fy , Accedwe A - WMer WfUrNiOn HTM CalculaGOO hKinter 70hytratioa V. Winter 7,rt filtraffas W"", Tn KnOr TOKINOWn 0 01 I Poor Are,', Nored"fe HIN 5"ampr Irf"Itratioa Ml,' GTH ON Ammpr S. Summer 1OWMAIWO 256P Rtuh M NOW wyodow A Won Arx", Q)r V ON WN 1 4095 AM ,Qroceabre 5 Quiparat ANO! 10SN' sensibip ventfiation i Vy x WO 440A.Ur x 19 Womer M 7090 Ank 5onsiblp road fo, ArvEtyrr 11 ?OP 79) 3000, Hkoh Sum of WONOW06 3W w1ruckuy a I Oadh Rama and few-vat"re �wjap M&PUP Equ ipmp n 1 „ 12 faq " Oa 6 se"s 2 b ic UK Me sygyn- ioxl Wynn Ventilation 0. 68 h 16" vMMM 9 q, , di it. 3332 Won unternal MO 0 No. peopip Y W 81UL lafiRrarinp wo From Macoorp Wing load Meat Wolsoroction OWN; sy: or W-013aps Z300 Sop, MANM K 120 FJ RfRHT -j : 0 . 0 TRAM 1 Namp of Boom t'< Wholp Hovy- 21 Xnwni Ft. Qoosrd 001" 236 ni Ft. 11 . Z/ Atom bimuosions, ft. TIM OF IC `TI H7N Area Kuh Are8 INVIRM ICH 11POpthl M UP OMAN HY 61 crony 3. 11 Kol 1100/ *vex 1 s*sr 11001 Xrol o-ttr q-,gs �e1,fw? lots WHIR and Icl 0. 5/ YT*S xrvy Ores intr /d/ 0- 0/ *$vp wtof t: Rp Raj 04*X 0/ Awtv tvf'.1 a! ores too; lttt 61 windows /a/ MIA? 61 310 ATT/ 5?371 sit, a Ways 0/ illy 01 trys X0 "I Pjor yZir a/ $XZM love i roll fi SOO/ Sm/ loy/ Oslo P/ 14W4 1 boors 12p. NNW W. Into naSal 1170/ 73621 46001 21X/ -b 12cl q 1 11 on/ ral Z;5/ 2181 2n; g751 forNtions Q1 0/ Q116M 2, 01 201 4401 6961 ?003/ 4101 880/ 00, /it/ Floors 0 19T/ loci 9/ 1921 ?QO, jK21 0,10trativa a M 1/ 0 91 301 � 1111 25691 3111 AM ; ZION' OS*W jf#S let /14/ Pact "Twh ton't'' 34al *Y** 1021 34111 ftif 5/ Toral Mh wan 1014r WJ*9 ?gl q; et#w look / 311911 tit / 10/ Mp. Miss: 140M 0/ lixf X a I M 60001YA. 1 X44 1 / /6/ Duct SCON 6010 "got , 0/ total Rsh' Min a 01" 1 04"A 300ni Y&a, M1 MA Mr Reouirroc 1600/ 1600 , Yun Al ' CITY OF i2CPERTY DE�Cf IPTIOii 11 800 til';Ai1NOLl{KO:�I) Section ��" Ati'1'1C IiEACI(.F'1.l)Kll):�3==�t-•4�` x--�----Bleck x--------Section -------- 4„i?€? 151994 1. TF.LE11110NE(9115)247-5800 F:AX(904)247-5805 iubdivision � �_ AR2 =,�r�_ �_ _�r� l ing and Zoning street Name / VlLL -_ DESCRIPTION OF WORK Ir Address:_ _ -__ _____ If in^a FLOOD HAZARD 'lcod Zone:--- fes________area complete page 3. Brief N 00twoo6Description:---------------------- Clads of Work: (New/-Remodel/Addition)__VG4Aj ONING INFORMATION Types of � Construction:--- ____________-____ 6 C' oningProposed E>3timated Value 9___�4/ 00c/ _-__ _ •xstrict: Use: __�f,______------ xceptions or Materialla:_____________________----- ariances Grantedo______________________ Solid or Filled --��^• ------------------------------------------ Grounds------------ Roof:_ 1,Q_(S 5's OWNERINFORMATION Method of Heating:_-______--__---___ Property Owners yGwRvL �i __ Phones6 Moiling AddressHL -1L-------------------- {�c:k50�,1 -------------------------- zip.. S ------ CONTRACTOR INFORMATION d Contractor: )OLIl 1. ._ `;t._ -__..--------------- Phone: 7G`f� 7A z)/-7S Mailing p l� � / Addrepa:li9L .1.F,1t1_`� JS ..��lLrt � e�_ 1 ---___..--- a------------------------------ Expiration License Number:_ ” t21 ~ ------------------------ Dote:_ _-�`�---- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND K140V THE SAME TO PE TRUE ` AND' CORRECT. ALL PROVISIONS OF THE LAMS AND ORDINANCES OOVERMING THIS TYPE OF WORK: tri I.L PC COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THC GRANTING OF A PERMIT DOES NOT PRE:urt TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL -�• REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNIHO OF CONSTRUCTION ns IV!' _� -•:� PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PLRnIT 1. �i\.�ti'' „�„•. CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTINJ DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Ovner Signature � ------.C_Y_'� __�ie�G.�idite_� �L_�/ t Contractor 'Signature _ _ _ _ _ _ -_ Date CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) J 2 WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) Q BATHTUB/SHOWER (2) URINAL WALL LIP (4) O SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) ^SHOWER STALL DOMESTIC (2) �' _LAUNDRY TRAY (2) 2— LAVATORY -LAVATORY (1) C COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) POT, SCULLERY SINK (4) 1 DISHWASHER (2) �" WASH SINK EACH SET OF FAUCETS (2). V KITCHEN SINK (2) DENTAL LAVATORY (1) ' KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) J / LAVATORY, BARBER/BEAUTY 1 ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) d LAVATORY, SURGEONS (2) JACUZZI (2) _URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 31 ,3 @ $20.00 EACH $ �J a JOB INFORMATION �� ! Sc"viL e- V W FLOODPLAIN DEVELOPMENT INFORMATION Type of Developments---P -___ .---------------------- Flood Zone:-__A ___..._______- Required Lowest Floor Elevation:_______________ If building is located within a flood hazard zone, a survey must be wade AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on -tile with the Building Department. r `)!4G L�C'v lc1 COMMENTS: � <<LC-- 'N1 c '"�j C le Applicant Acknov KNc�' stand that the issuance of this permit is a above information being correct and that ting date have been or shall be provided as requarea. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date4e� Applicant's Signature / ,�!�i ---------------------------------------------------- Department Use Required Lowest Floor Elevation _________________ As Built Lowest Floor Elevation Survey Filed with Building Department ........... -------------------- Building-Department Representative page 3 CITY OF ATLMTIC BEACH PERMIT CALCULATION SHEET Address c V O. 01: J 7— Date Heated Square Footage @ $ .S-S- 06• per sq ft = $ 0(�1 1 SOC' arage hed �-@ $ 0 d per sq ft = $ ; 1 �� Carport Porc RAT $ / d Q per sq f t = $ n�T�S,/ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 13-,1) 631 1/6 , $ q6O To 1 Valuation ist $ 00 3 /D 3 .v 4a Remaining Value $.3. per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $_ (1) Fireplaces @ $15.00 $ / S:0 BUILDING PERMIT FEE 1 $^_ l ©G�_WATER IMPACT FEE SEWER IMPACT FEE $ 12S-0,00 WATER METER/TAP $ YT 0 u CAPITAL IMPROVEMENT $ ,.1) a S" 4 SEWER TAP $ 0 RADON (HRS) .0045 $ (/.d'Zp RADON (CAB) .0005 $ SECTION H PAVING ( } $ ® '�- HYDRAULIC SHARES $ " CROSS CONNECTION $ qr)-J) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ S 72, ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: oZ 19� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELE&IWICIAN S16NATURE NAME C4�L ie- ( �)'l laA2— ADDRESS: 15Olo 5�� mcrlj,%-�(' RFD BOX BLDG.SIZE BETWEEN: RES.(1/1IZAPT.( 1 COMM.1 1 PUBLIC ( 1 INDUS. ( I NEW( 1 OLD( 1 REW.( 1 ADDITION ( 1 TRAILER ( 1 TEMP.( SIGNS ( 1 SQ. FT. SERVICE: NEW( 1 INCREASE( 1 REPAIR ( 1 FEE _ ... . _ .... . _ ,, CONDUCTORAMPS C ,SIZE �{' OPPER ALUM. SWITCH OR BREAKER OAMPS PH OLT RACEWAY -.-. EXIST.SERV.SIZE ,...,w:. AMPS ,PH W -VOLT RACEWAY N FEEDERS NO. SIZE IND. SIZE NO. SIZE "......,. LIGHTING OUTLETS CONCEALED OPEN TOTAL.L RECEPTACLES CONCEALED OPEN _.._.. TOTAL. 0.90 AM 8. 91.100 AMPS. SWITCHES e INCANDESCENT FLUORESCENT„&M.V. FIXED .. 0.100 AMPS. O rR „.. APPLIANCES _ , BELL.TRANSF. AIR. - H.P.RATING H.P. RATING CONDITION(Nd_'_' COMP.MOTOR OTHER MOTOR$ AMPS CEIL HEAT: KW-HEAT _ 04- OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS • DATE : ------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN KADE AND ARE 'SATISFACTORY: - , -----------_--_.._----------..-------------.__.------_- --- --_ i ----------------------'----"----------------'------- ------ ( -----------------------------------_..--..----------- ------ ---------------..-.-----------------------.-----.---.-- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE FOR RECORDER THIS INSTRUMENT PREPARED BY: RECORD AND RETURN TO: 6 PG 0 5 S g R R Crabtree Peoples First Financial Savings and Loan VQ�� Crabtree&White,P.A. Association 1 8375 Dix Ellis Trail,Suite 401 14333-104 Beach Blvd.Suite 401 Jacksonville,Florida 32256 Jacksonville Beach,Florida 32250 CORDS OFFICIAL RE NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Description of property: Lot 6, SEVILLA GARDEN UNIT ONE, according fo plat thereof as recorded in Plat Book 45, pages 6 and 6A of the current public records of Duval County,Florida. General description of improvements: Construction of a single family dwelling / Owner(s):Jack W.Pitts,Jr.and Carol A.Pitts,his wife Address:One San Jose Place#11,Jacksonville,Florida 32257 Owner's interest in site of the improvement: Fee Simple Fee Simple Title Holder(if other than Owner): Name: Address: Contractor:Wilson Homes, Inc. Address: 9951 Atlantic Blvd,Suite3j&Jacksonville,Florida 32225, Surety(if any): , 1 t,� 00 Address: Amount of bond: $0.00 Lender: Peoples First Financial Savings and Loan Association Address:14333-104 Beach Boulevard, Jacksonville Beach, Florida 32250 `D Tj =1 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asEa dW& = by Section 713.13(1) (a)7.,Florida Statutes: CD Name:Peoples First Financial Savings and Loan Association Address: 14333-104 Beach Boulevard, Jacksonville Beach, Florida 32250 n —,oQ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided iW5Qioq,) 713.13(1) (b),Florida Statutes. Name: Address: Expiration Date of Notice of Commencement is day of 919 Pitts,Jr. —n C CO Carol A.Pitts ' C> co STATE OF FLORIDA -� COUNTY OF DUVAL o The foregoing instrument was ac nowleded before me this 15th day of February, 1994 by Jack W. Pitts, ,1'r and Carol w A. Pitts , his wife who produced �� 'c �,_ as identification and who did not take an oath. �a 8086, a t '10 wlti� lil 4t�>LP�►RTII ENT UIL . �� 000000m), CITY"O118 �a=* � } , RI i 'OAT -_. _... - LOCATION INFORMATION► '4 i.t Nrum 0w: 808 P rtt t 'dy e BUILDIN ATLANTIC BRACH, FLORIDA � 3 I a . s of ;> eal:k.. DESCRIPTION C0nr t,r Type 'WOOD FRAME, Lots ;6 ', Block: apps ed UB e t BINDLE .F I'L'K i RN ; £. i T�Ikin `Qdle. , - SU3fV ,$, fJXs. B�xLLA GARDENS B lis"ted V 3.#t+ : .3,.631.0 InP ov. Cres t: s $0.00 � Total $li�0 .72 Al1 $3208.72. ; 1 t 61 I _ ,... .,.r .., oc - — APPLICATION a P.I B PERU 862.50 � . • ` , 1 t IMPACT ,n. 30 .as L 322 T y � .� � p a ! ° x�x � RADON GAS-It.,R.8. $8 65 *$� RAD+ M CAB 5 ' $0. 4 . •I♦t�t s La�1." p m�, ,.m. CAVI Tt*AL.,.IXPVE x � Fr�� r $: ,., RTIC ] OA X231 r ++WR ' . c ` "lip tai r FL 32225 HY�RAULI� SHARE $5�l�n04; L � 1 TYP+� 1 CRf3B�fi, CONNECT 1014 :Dt� CONST, OURCI�GL i MAR 3 1 1994 tQ 1 k i ;.. L; #NOTICE=--ALL CONCRETE FOAMs AND FOOTINGS MUST RE INOOCTE13 BEFORE POURING, PERMIT VOID SIX MONTHS AFTER DATE OfI59U1 `d BiIILDFNG MATERIAL,RUBE#SH AND DEBRIS FROM THIS WORK MUST,NOT BE PLACED IN PUBLIC SPACE,AND MUST 1 G EARED UP AND HAULED AWAY 8X'81t1 RF#CONTRACTOR OR C}1NNt ^� �,-FAILURE., "�"I� coSIA LY' W�T��HE MECHANICS' LIE #.AW CAN REWL 1, RTY +1"� NO PAYING 111N� E FOR Btl .[a1 1 #11APf OVeMENTSm" • j UED ACCORDING,TO APPROVED-PLANS WHICH ARE PART OF'THIS PERMIT AN SUB�lEcT TO REVOCATION FOR � LAT M N Uf:�WPPL#CABLE PROVISIONS OF LAW. I� "AU ANTIC EP Y:+ B CITY OF ( t "1707 ATLANTIC BEACH FLORIDA �} NAME ADDRESS CITY 00 / 9 PAID ,�\pR a 1994 city of Atlantic Bch. When Signed, Dated and Numbered, This Becomes an GOOV"eeWom $15.00 74 MAKE CHECKS PAYABLE TO Received PeywmS 4/08/94 01 Rcpt; 00454433 CITY OF ATLANTIC BEACH, FLORIDA TREASURER tis j ; ' ",,1"i�•iR•: + • / IIti,'{{ i1 Y r i 4. 7.}' 11•.1 (! •' { i �N�tr+•.' 't '• , 1 li`i, 7' i ` " ?'•'•' ' CITY. 01' ATLANTIC 'BEACH I 7' 7 ti APPLICATION. FOR PLUMBING PERMIT • . • ti's t7 Y� '� ! ••`11+�i/y�. ,'' • �4. ,f' JeJ HiJOB LOCATION T J� G�j�t��r�"�/J� ��/'YZ' •7 'Rr r r7{ It PLUMBING CONTRACTOR LICENSE NUMBERS ��, iti• OA OWNER BUILDING CONTRACTOR h+y �( is , , .t �► it;r••;: 'TYPE or` BUILDING Y �7 YNi .. s 1• y ,t ,1+1 ti+, �i h.�r,A• ,. • ... '.. f.. :•i , i�f(7S�S�t. �( t h 7: �til ,. + ( 14/i..ry';►.' •h7 ::;7';;ir{ / ' S INKS '! ' St10WERS LAVATORY WATER i1 nTCftS ,tie .,. ?'. BAT1I TUBS UTSIi��ASlIlsR5 •�,"�'�,,;�: t;f�;�� •. URINALS DISPOSALS " LOSETS ' WASIIINC MAC�14 IIN� o51 iiA' -LOOR 'DRAINS OTHER rr►'• +yy,t,` . •.. ; TOTAL FIXTURE .•COUNT Q �� 7i�Ir�`;�►�;; ,, '. •t.{,� {�,;. —L••= t t its '".#' ,pp� .1�•;7�ii�►{.t K, , •• �• , 7 ,t i y r ••i�• : i(S�•,1',:'�.•i• ' •• r ,i. •..I,a•'1 ' , N�a i'l i.', w t.gIN I g •.i r+r t;{�• ,7. ' • ,•r • !iy(�+,t:is 1•' •4(i �szNS',CALLATION OF PLUMBING AN PZ,�CTUI�ES' r1UST', BE IN hCCORDANCL' j,llT�i �'�1.r,'••� 1.4- N:�.Ir,u 1.7•y,: y ; • ,t 1{,'( YW .-% tr', THE MOST RECENT-.EDITION 01' ME SOUTHERN .STANDARD PLUMBING CODE r.�.3. ;• 1 ,'•1• •1•'• • '•'t�•� � ,/�:r.' „�. /" 17 it i • , •. .. ( ,��•7,,,' w r ,�!• ,'{ r. 7 • • •" in ,. '' •� tsi/�! .7 • OL . ' /:°moi•'7 ;, yt.•[ty,; til ,. ?•� 81 DIP `iIA�N'I`of sulumNa CITY of ATLANTIC /� �y�{� a DOCA IXIP IMT-Tf O `N�+�ar« ,dd ,rets: . 901V Llai IICtiLAli3 �E " orw ' HS `N ' �, C IDA 32233 tv «rded : + SNCL LY TQ��h�. s.; t « Q " T +av •_ $0.Q ID t 1 mei tz 66 ' 0 IPL E...,. + .....�.. ix ft 0 oo lowavAR :xv� rf 1 "war , `XRTU/Thi ,. � 0 00: 01, k"� - C 6 t-tt . 133 ZET LLQ; I* ,~ 322, 113A4C Y ' � C Nt3'ttCll A1Nd FOOTI"MWUS x S TM T VDit , IX MONTH, AFTER DATI�OF IS6U� ILOlUdVATF. F UB ISkf Af Iz1 15 R.OM THIS WORK MUSTNQT;BE#'LA Et PUBLIC SPACE,AN©.MUST BE , C A� UPIA Al#A Y I ITWEItQIVTRACTt?R CSR QtiINE . JH AN � ty y' � �413t1�TO ANS NIGH ARE I'AR T C1�,�"I#IS ��T �N� 8U�J�� t�AClQltil FR 171+fi r�A ' L, AGM kltit_ Ihl 'C At2TENT, Met 41181%ot , BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT - Applicant t complete all items in sections I, II, 111, and IV. LOCATION Street Address: OF intersecting Streets: B tween0 BUILDING Sub-division 1 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 work in accordance with the attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors ` /17 Contractor (Print) Master 1 Name of ►rotty Owner Signature of Owner Signature of or Authorized Agenf Architect or Engineer Ilt. GENERAL INFORMATION A, Type of heating fuel B. IS OTHER CONSTRUCTION BEING DONE.QN C THIS BUILDING OR SITE? U,g ❑ Gas ❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NU!!LINSTRLIQUCTION / Cl Oil PERMIT �--{j O� p Other— SPOMY IV. MWIANCAL EQUIPMENT TO U INSTALLED NATURE OF WORK '(Provide complete list of components on back of this form) Residential or ❑ Commercial -Heat 0 Spec ❑ Recessed ' Cental O HoerNew Building r Conddionings (3Room Q Control 13 Existing Building System: Material Tkiichnness -El Replacement of existing system Maximum capacity w e.f.m. J� 'yew installation(No system previously installed) t) Refrigentwn ❑ Extension or add-on to existing system ' G ❑ Other — Specify `Cooling tower. Capacity 9-pin. Q fire sprinklers: Number of head t3 Boveter ❑ Monliff ❑ Escletor (number) THIS SPACE IOR OFFICE USE ONLY Q .Gasoline pumps. (number) (R ow Teaks. (number) Remarks ❑ LPG contain* (number) p Unfirsd pressure ve" Pormii Approved by Drh C) soilen fl 011W _ Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENTcapaclity p Number Units Description NoiW Number Manufacturer (Torks) 119 oa CITY OF ATLANTIC BEACH, FLORIDA ApProvod by APPLICATION FOR ELECTRICAL PERMIT 9 Ll TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_._- ,, 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. C. ELECTRICAL FIRM: 4.,MASTER ELECTRRICIA GNATUR NAME W -�' �'�s 1 ADDRESS: 1 se V 11\c. f)\'k�j RFD BOX BLDG.SIZE BETWEEN. RES.141*' APT.( 1 COMM.( 1 PUBLIC( 1 INDUS.( 1 NEW( 7 OLD( 1 REW.( 1 ADDITION I ) TRAILER( 1 TEMP.( 1 SIGNS ( 1 SO.FT. 2 3 Of SERVICE: NFW'( ) INCREASE i 1 REPAIR 1 1 FEE CONDUCTOR SIZE `I�y/ o AMPS d l0 COPPER( 1 ALUM. SWITCHORBREAKER SOP AMPSPH. 3W ?gQOLT Cc.12/e-RACEWAY_ EXIST.SERV.SIZE AMPS PH _W VOLT RACEWAY FEEDERS NO. SIZE ND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.]O AMPS. 3 1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. _ _ ER FIXED 0.100 AMPS. OV . APPLIANCES V, �BELLTRANSF. AIR N.P.RATING H.P.RATING AW CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL NEAT: KW-NEAT O 1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. A. MOTOR SIZE SWITCH FLASHER EACH SIGN — FORWARDED TOTALFEES RECEIVED in " 1 CCity of Atlantic owth I Building and Zoning V Cit of City Atlantic Beach • 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805 • http://www/ei.atiantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION /� DATE / (� APPLICANT C 9 '� /-coo o5,q 1, !? ADDRESS l ql� f r��, �j��/�� n/ PHONE: �/ 7 7W- ADDRESS WHERE WORK IS TO BE PERFORMED G e LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER G ZONING DISTRICT CONTRACTOR 01y STATE LICENSE NUMBER ADDRESS PHONE CITY STATE ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE �/►,G �U`�j•C �l,�.� PRESENT USE OF LAND OR BUILDINGS) VALUATION OF PROPOSED CONSTRUCTION Is this an addition? /V0 If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? /Vo New plumbing fixtures? /'V New fireplace? )(Z,:5 New heating/air conditioning? NtP Is approval or Homeowner's Association or other private entity required? (V a If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 01/02/02 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,incl ing any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (S 'ng pools may be e luded from total Impervious Surface.) 7. Other information as may be appropri or individual applicati s. I HEREBY CERTIFY THAT ALL INFORMAT PROVID ITH HIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE Z/Z r_4V A I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPRN THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR l DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS PHONE FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER: ersonll known Lj Produce i enh kation GEORGIA A.HORN Type of identification produced MY COMMISSION#DD 030526 EXPIRES:June 3,2005 h'( Bonded Thru Notary Pubk Ur,den+rltere AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 01/02/02 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5828-FAX: 247-5877 PE ORI#A C Permit Num.1 er: Permit Type: REMODELING Address: 1901 SEVILLA BOULEVARD WE T- � Class of Work: REMODEL ATLANTIC BEACH, FLORIDA 32233 Proposed Use: SINGLE FAMILY Township: 0 Range: 0 Book: Square Feet: Lot(s):6 Block: Section:0 Est. Value Subdivision: SEVILLA GARDENS UNIT ONE Improv. Cost: 19,584..00 Parcel Number. Date Issued: 3/09/2002 Total Fees: 180.00 Name: OFER KOOBA - Amount Paid: 180,00 Address; 1901 SEM.INOLE ROAD _- Bate Paid: . 3/09/2002 ATLANTIC BEACH, FLORIDA 32233 ____.______.__ Phone: 904 241-8480 Work�Desc: ENCLOSEP ORCH- 'WoN PROPERTY OWNER �t L;tC1Tt >` E - - IT _tee 180.00 :+.,- y,. 7jr"a+ye'Pai.ytrtiR3 � ,r, '•'ty+y� � . ,dam.' # -� _ rx� "tT �, * vim✓'^•?"' 'meg �e# „�, � Z {'.a' u_ ,y tom"'• � Y` .,''� y .sn" �' NOTIG BUILDING MATERI 4 `` 'TION MUST BE CLEARE IC SPACE,AND ..FAILURE TO COVO 1 -- , PROPERTY OWNER' NSTl0M j LAU' '- ; R+Ir?V THE . ISSUED ACCORDING TO AP '' »' -- FOR VIOLATION OF APPLICA � � " _ UBJECT TO REVOCATION Dae: 5113/92 i5 IM $ea i tCsoOrairer 14 PERI M-MILDIN 1p 8180.N ATLANTIC BEACH UILDING DEPT. 12100123221012 --- 1901 SBOIUA LTD.V Trans date: 5/13112 Time: 12:44:99 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to com Tete all items in sections I, II,III, and IV. I. Street Address: ev LOCATION OF Intersecting Streets:Betty en And 2� BUILDING Sub-division II. INDENTIFICATION—To be completed b all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good pLactice listed therein. Name of Mechanical rContractors t2 Contractor(Print) �— V Master 1 Name of Property Owner b R" Signature of Ownern Signature of Or Authorized AgentAL" 't U� Architect or Engineer III. GENERAL INFORMATIO A. Type of heating fue B. ❑/Electric IS OTHER CONSTRUCTION BEING DONE ON THIS * Gas: _LP _,Natural _Central Utility BUILDING OR SITE? S ❑ Oil ❑ Other—Specify IF YES,GIVE NLZM&OF CONSTRUCTION PERMIT Awft IV. MECHANICAL EQUIPMENT TO BE NATURE O�WORK G INSTALLED /�esidential or ^ Commercial CSW—, New Building (Provide complete list of components on back of this form) Existing Building ❑ Heat _Space _Recessed —Central _Floor (j Placement of existing system ❑ Air Conditioning: Room Central &/ New Installation(No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacitycfm ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity Ram ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel r Boilers Permit Approved by Date Other—Specify !t Gln tn Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTUAgency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247.5826-FAX: 247-5871 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24308 Address: 1901 SEVILLA BOULEVARD WEST Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 3223.3 . Class of Work:'ALTERATION . Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):6 Block: Section:0 Square Feet: Subdivision: SEVILLA GARDENS UNIT ONE Est. Value: Parcel Number.,- Improv. Cost:. OWNER INFORMATION Date Issued: .6119/2002 Name: FER KOOBA Total Fees: 25.00 Address: 1901 SEMINOLE ROAD Amount Paid. 25.00 ATLANTIC BEACH, FLORIDA 32233 Daae Paid: 6/19/20002 Phone: :(904)241!-8489 .. Work Desc: GAS PIPING CONTRACTORS ' . .- APPLICATION FEES AEI INTERNATIONAL CORF 25.00 . z- &: NOT ION BUILDING MATE .SPACE,AND MUST BE CLEAR "FAILURE TO CO Vlf. THE PROPERTY OWNS ISSUED ACCORDING TO AP v SUBJECT TO REVOCATION FOR VIOLATION OF APPLiCABL �' K 9 ll t� lw1 Q.a rdpt aw lkwac667211 . . A TIC BEACH UILDING T. i1tN1i9Q2fMUM .N CS C11111110 3676 Teas ice: 61t9M Tire: 16:29-.07 CITY OF ATLANTIC BEACH, FLORIDA APvpo»d ev APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: r 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 ELECTRI IAN SIG NAME 621561-21'r- !�dUl�/� ADDRESS: C� . SE�✓rCL`'� /cSGRF�L_._BOX BLDG.,SIZE -BETWEEN: RES.( APT.( ) COMM.( ) PUBLIC( ) INDUS.( 1 NEW( 1 OLD( ) REW.I I AODITI`N ) TRAILER 1 1 TEMP.( ) SIGNS ( ) SO.FT. SERVICE. NEW( ) INCREASE( 1 REPAIR( ) FEE CONDUCTOR S12f AMPS COPPER( I ALUM. SWITCH OR BREAKER AMPS PH W C VVOOLLT RACEWAY / EXIST.SERV.SIZE UU AMPS ( PH W WI7LT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 Amps. 1 31.100 wMri. SWITCNKS INCANDESCENT FLUORESCENT 3 M.V. PIJCED 0.100 AMPS. I ovvp APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW44E:AT 0.1OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS E7__T - L t MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR 512E SWITCH FLASHE EACH SIGN FORWARDED O v s TOTAL FEES - CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach,FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24281 Address: 1901 SEVILLA BOULEVARD WEST Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work:-ALTERATION Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY. Lot(s):6 Block: Section:0 Square Feet:. Subdivision: SEVILLA GARDENS UNIT ONE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION .Date Issued: 6/17/2002 _ Name: OFER KOOBA . Total Fees: 25.00 Address: 1901 SEMINOLE_ROAD Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: . 6/17/2002 Phone: (904)241-8489 Work Desc: WIRE ROOM ADDITION . CONTRACTORS -" APPLICATION FEES BROOKS& LIMBAUGH ELECTRIC" , WK All 3 ,.n � SIN . 1 . NOTICE ECTION. BUILDING MATE y C.SPACE,AND MUST BE CLEAR • - 4z++Stu, • tJ("+G'VF� F"x.{tri 'T`N' S � ._ .: _ t .•.. bra r.r ,r' .,.� .c....}�' r�'.t--�d°+.f "FAILURE TO CO c THE PROPERTY OWNE _ ISSUED ACCORDING-TO APSUBJEGT TO REVOCATION FOR VIOLATION OF APPLICAw isBL A,�.. ' ;_i w,f ,: �.. ''� D�: �6V/177//02 41 OC Drama: 1 1! PERNITS-BUILDING 1 $25.881 ATLANTIC BEA- H B G DEPT._ �wieeeeQ221eoe 1941 SEVILLA BLVD.11 C1< CNEMS 15668 525.88 errs 6117r tui: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: �,��i- l1 ea W4,j..+r* OWNER OF PROPERTYeo 1;�f��AA`l TEL. PLUMBING CONTRACTOR: RY T AGUE PLUMBING CONTRACTOR'S ADDRESS:'�.�. i� C p% sW. ,or STATE LICENSE NUMBER: FC®J ( ! TEL HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE(LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: X$3.50+$15.00= MINIMUM PERMIT FEE: $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONT RACTOX!;�__ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904)247-5826. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24306 Address: 1901 SEVILLA BOULEVARD WEST Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work:'ALTERATION Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):6 Block: Section:0 Square Feet: Subdivision: SEVILLA GARDENS UNIT ONE Est.Value: Parcel Number: ' Improv. Cost:_ OWNER INFORMATION Date Issued: 6/19/2002 Name: OFER KOOBA"-. Total Fees: 25.00 Address: 1901 SEMINOLE-ROAD Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233' Date paid: • 6/19/2002- Phone: . 904 241-8489 Work Desc: REPLACE ONE WATER HEATER...--•'-m- CONTRACTORS) APPLICATION FEES LARRY TEAGUE PLUMBING 25.00 . Orx _ r =. {.a �`a max.-. It r•�'•; .+= �? r N -ICE; ° - - ECTION BUILDING MATE tN PUBLIC SPACE, AND MUS a '� - R OWNER "FAILURE TO COMP IN THE PROPERTY OWNER P ISSUED.ACCORDING TO APPROV ANO SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROW MYN 7MZ OC kww: 1 6419M It 11heKpt n: 66717 . ATLA TIC BEACH UILDING D """MON MG t IQS.N Q CNQ3 6�7711Q367 INN fIIN d&I 6/19/12 Tire: 16:23:16 CITY OF ATLANTIC BEACH PERMIT CAL/CULATION SHEET Address /10/ SSC1144 - 4f L VD. Date 3 - 2 O 'z-- Heated Square Footage o�! -7 $ 2— per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ p TOTAL VALUATION: $ l Sia Total Valuation 1st $ e0©e) 1& ,_"JPS s1, $ Remaining Value $ -�aoper thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ (J ) Fireplaces @ $15 . 00 $ t J BUILDING PERMIT FEE S / 00 WATER IMPACT FEE $__ SEWER IMPACT FEE $ _ WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION S ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ Z 00 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: c G DEPARTMENT OF BUILDING - CITY OF ATLANTIC BEACH PERMIT INFORMATION - — LOCATION INFORMATION ------- xmi t Numb sr; 16024 Address: 1901 SEV I LLA BOULEVARD WEST Permit TT�+e: SCREEN ENCLOSURE ATL NTIC BEACH. FLORIDA 32233 , , C :aof Work:NEw __ .� ___�._ LEGAL DESCRIPTION ---------- ss " onst r. Typ :WOOD FRAME Block,. Lot: : S Twp n 0 roposed Use:SFNCLE FAMILY Section: aSubcl : Rng: 011 bwe l l ings : 0 Subdl v s i on': SEV I LLA GARDENS 'UNIT ONE 2 Est . Value: 0 .00 M rov. Cost : 11800 .00 - Total Fees 30.DO Amount P 30 .00 Dat " ' "6, 1998 sais 14 I REEN ROOM _. fa ' r V N m � ATION � APPLICATION FEES30.00- A EOULEVARLI WEST B �k FLORIDA 32, , c 3 � lots.p1 y — �pgC" �y.A��OR k��ry� 'ORMATIO`N JACKSON ��. FLORIDA 3221.1. Epp / J N0 a S. i NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BIILDlNG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CIIIEEARE0 UP AND`HAULED AWAY BY EITHER CONTRACTOR OR OWNER AILURE 1`O COMPLY WITH THE MECHANICS' LIEN LAIN/ N CARESUL"I• IN E PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENT." E } I UED ACCORDING TO,APPROVED PLAINS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION.FOR V LATION OF APPLICABLE PROVI81IONS OF LAW. 14, ATL,,kNTICjkEACH BUILDING E ARTMENT Ml 8�9 By ,�.. '� _ _ 77 RECEIVED CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR MrFAANONS MOVING,DEMOLITIONS City of Atlantic Beach ,�� may/ Building and Zoning Owner(s) : //f/3 �` //�/��•0.-�,r.�,�/lcC�(�LK�- G Address:-/ 9DI ✓ e�// / /Lj �Yne: � T9' / 7 ,5- Lot # Block or unit # Subdivision: Contractor: JQ/G�iC/W State License # 54:.- C©-5-G l S- 3 Address: �J�©� �P.Se�^Y 7o-/'e- Phone No: /0y"2yy city�Gyi�Q State / G Zip Code D ribe work to be done: .��p( 1pp7� GrPe,07 "C,> .7 Present use of building: 511761 Valuation of Proposed Construction: 'Q Proposed use: Is this an addition? If yes, what are the dimensions of the added space:_* 914 ft. X ft. Will the added area be heated and cooled? A/0 New electrical (or increase) ?) New plumbing fixtures?��/(/ New fireplace? /oNew Heat/AC? Zoll?) SUBMIT TWREE (CONK RCIA.L) O (RESIDENTIAL) CCWLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVI IF OWNER IS CONTRACTOR. /signature OWNER: Date: Signature CONT •TOR•_/ Date: Z �9 Sworn' . .. oR:F-W* � a s i1i� this day of 1 94 661ZOI5O sandxg uotssnumoD XW Dov io > 6E085t,00*OX uolssmItuoD ePuold 30 01e1S'a?19ud dreloAI G uouoH•-d pori ,gid Atl+'� TARY PUBLIC STATE FLOR b , E 1�111111�11�S�S��ti`�',�::1'�ti+A4�y11Y�1�1�151144�1151 � � .0` CIT" OF ATI,s 24TIC. BEACH PpERMITJ[ CALICU{/LATION SHEET ��^}dj p S's 1 {rl , f. % L ... i... /•µib.. `^" A�1.... ♦ 1..1 ,t V (rte_1. SAF} '.. Heated Square _ oor-age VU 'y Garage/ She% ;apo s "t'.^Ul-.T T:tal V u _On 1S t Rema,ning Value 3, Ter rhousanc or norticn thereof TOTAL B"J I LDING FEE ti + _, _ F i l ina Fee S > Fireplaces @ S15 0C S BUILDING PERM'_"_ FEE S 0 . WATER IMPACT FEE $—_ 4 SEWER IMPACT_ FEE S_ WF TEl�: METER,TAP IPI-Al MPROVEMEryT SEWED• Tom__ t'�AD011 "P.S i ,C SECTION h PAVING S H77DRAUL1C SHARES S CROSS CONNECTION S i SURCHA RG_ 0 T HE F. ? GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES . Mechanical P_urLbIna Electric./New t E ectri c/ Temr, : SwimminaPoci t? i. J1 r- p1antl rNe11 Sidi it L' ioci �._ AZI Ali Survey Wither CALCULATIONS ana/ cr MOTES : �:`le .._ RECEIVED FEB 31998 City of Atlantic Beach Building and Zoning `7 p r f 3 ¢ r o v� 1,-• � y i8 0 r $V�LpING F M 45,r yq SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2: Allowable Post/Upright Heights for Screen, Vinyl and Glass Rooms, Hollow, Snap and Self-Mating Extrusions Aluminum Alloy 6063 T-6 Extrusions ------ —r —T -- - P 9ht Spacing 9 6" _ . Hollow Sections 3 - L 42" L 48" 1 5Width Post/ lh 666066" 72L 78" 84" 90" Allowable Height"H" [Span] i2"x2" x0.044" 7-10 7 7-3 6-10 6-5 6-1 15'-10 5-711 1 5-4 5'-2" 4 11 3 x2 x0.050 + 10-5 9 8 9-0 8-6 �8-1 7-9 7-5 T 7.1 �6 10 6-7' --- --- - . 2"x 3"x 0.050" 11'-3" t 10'-51' 9'-9" 9'-2" 8'-9" 8'-4" 1 7'-11" 7' 8" 7'-4" T-1" --; -_ _ - 3"x 2"x 0.070" ** 11'-9" 10'-11" 10'-2" 9'-7" 9'-1" 8'-8" 8'-4" 7'-11" 7'-8" T-5" x-4'-'-x 0.050" 14'-1"i 13'-0" 12'-2" 11'-6" 10'-11' 10'-4" 9'-11" 9'-7" 9'-2" 8'-11" - - - - _ .--� ---_ - - - --- - - - ** Note: Screen splines on 3"side-extrusion turned wl 3"side parallel to sole plate. Load Width _Post/Upright Spacing Snap Sections 4 36" [ -4T,---. 48"� 54"_1—fi0�� 1 _66" 72' 780' 84 90" Allowable Height"H" [Span] 2"x 2"x 0.044" 9'-3" 8' 7" 8'-0" T T T' T-2 6' 10"�61-6" 1 61-3" r-6' 1 ' F-1 0" 2'x 3"x 0.045" 12'-2" 11 -3" ! 10' 6" f 9' 11" 9' 5 8' 11" 8'-7" 8'-3" T-11" T-8" (2"x 4"x 0.045" 15'-3" } 14'-1" 13'-3" 12'-5" t 11'-10" 11'-3" 10'-9" 1 10'-4" 9'-11" 9'-8" f _ Load Width = Post/U n ht Spacing Self-Mating Sections ! 36" 1 42" j 48" j 54" 60" 66" 72" X78" - 84" 90`' Allowable Heigh "'H" [Span] 2"x 4"x 0.055"x 0 1 " 41-71-111"'.11644-21 -811 201-5 19-4 181-5 17-811 _ 11' 9" 11'-5" .1 - 15-7 141813111 13-4 12-9 12 3 ., , 2"x 6 x x 0 12 24'-11 23-2 16 11 16-4 15'-10" 21'x 7"x 0.062" x 0.12" 27'-4" 25'-4" 23'-8" 22'-4" 21'-2" 20'_2"� 191-4 18'-7" X17'-11" 17'-4" 2"x 8" x 0.072"x 0.224" 361-211331-611 311-4-1 29-6 28f-011 261-811 25'-7"1 24'-7" 23'-8" 22'-i 0" 2" x 9"x 0.070"x 0.224" 40'-2" 37'-2"__34'-9" X32'-9" 31'-l" 290-811 28t-5" 27'-3' !, 26-3 25-5' 12"x 9"x 0.07.0"x 0.310" 44'-8" 41'-4" 38' 8" l 36'-5" 34'-7" 32'-11" 31'-7" 30'-4" `29'-3" 28'-3" �- _ - -- -- — . Maximum chair rail spacing is 6'-8" o.c. Thus with chair rail @ 2'-6"the maximum wall height without additional chair rail is 9'-2". Notes: Glass Rooms; The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Using screen panel width "W" (See typical glass room drawing.), select upright required from the maximum height allowed for each extrusion. Lawrence E. Bennett, P.E. CN L EIMMU 4 - DEVELOPAMT CONSLLTANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 787-6568 SEAL @ COPYRIGHT 1997 PACE NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT THE WRITTEN PEAM9SION OF LAWRENCE E BENETT, P.E. 75 SECTION 7 SOLID ROOF PANEL PRODUCTS :: 48' FOAM - 10# DENSITY EP,& AU"JUM 3105 W14 OR'H-25 ALLOY PATENT #.4,769,963 AND 5,088,698 SNAP - ;N '- LOCK PANEL ,r a Table 7.7.1: Allowable Spans for Composite Roof Panel Products for Various Loads Manufacturers Proprietary Products: x 48 x 0.018 Panels Open Buildings Enclosed Buildings Wind Applied Overhan Condition Wind Applied Overhang Condition ' Region Load NONE 1'-0" 2'-0" ' 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 15'-5" 15'-7" 15'-11" Zvi&-7" 102 M.P.H. 29_ 11'-10" 11'-11_" 12'-6" 13'-3" 4. 110 M.P K 20 14'-3" 14'-4" 14'-9" 15'-5" 110 M.P.H. 35 10'-9" 10'-11" 11';6" 12'-4" t..—_ - -- --- — -120 M.P.H. 23 ,3 3" 13'-5" 13'-10" 14'-7" i 120 M.P.H. 10'-8" 125 M.P.H. 26 1 12'-6" 12'-8" 13'-1" 13'-10" 125 M.P.H. 45 9'-6" 9'-8" 10'-3" 140 M.P.H. 32 11'-3" 11'-5" 11'-11" 12'-9" 140 M.P.H. 56 8'-6" 8'-9" 9'-5" 10'•5" y 3"x 48"x 0.024"Panels O n Buildings Enclosed Buildings Wndindi Applied Overhan Condition Wind Applied OverhangCondition RegioLoad NONE 1'-0" 2'-0"_ 3'-0" Region Load NONE 1'-0" 2'-0" V-V 1' 02 M.P.H. 17 1T-4" 1T-5" 1T-9" 18'-4" I 102 M.P.H. 29 13'-3" 13'-5" 13'-10" ' 14'-T .' 110 M.P.H. 20 15-11 16 1' 16-5" 1T 1 110 M.P.H. 35 12 1 12'-3" 12-8 13-8 120 M.P.H. 23 14-10 15 0' t 15'_5"_f 16-0 120 M.P.H. 41 11 2" 11-4 11"10" 12-8 125 M.P.H. 26 13,•11" 14'-2" 14'-7" 15'-3" 125 M.P.H. __ 45 10'-8" 10'-10" 11'x" 12'-3" 140 M.P.H. 55 9'-6" 9'-9" 10'-4" 11'-3" 4' 3"x 48"x 0.030" Panels O n Bulidin�s _ Enclosed Buildings3, Wind j Applied Ov Condition Wind Applied Overhang Condition ••+ I 1 N I N 1 11 "7'_.--___ I N N 1 .ki, d ONE 1-0 2-0 3-0 Region I Load NONE 1-0 r-0 3-0" . 102 M.P.H. 17 19'-4" 19'-9" 20'-r 102 M.P.H. - -29 14'-9" 14'-11" 15'-4" 15'-11' 20 17'-10" - 18'-3" 18'-9" 110 M.P.H 35 13'-5" 13'-7" 14'-0" 14' 120 M.P.H. 23 16-7 16-9 1 T-1 17'-8 120 M.P.H 41 12-5 12-7 13-1 13-10" x� 1 N I N 11 1 » --_....__- 1 » 1 11 1 N 1 » 125 M.P.H. 26 15-7 15-9 16'-1 16-9 125 M.P.H. 45 11-10 12-0 12-6 13.4 } 140 M.P.H. 32 114'-1" 14'-3" 14'-8" 15'-4" 140 M.P.H. 56 10'-8" 1 10'-10" 1 11'-4" 1 12'-3" ' Note: Total roof panel width= room width plus wall width plus overhang. Lawrence E. Bennett, 'P.E. cm evamw ce - vao%vr coN&LTmr 8 T A U C TA L L• 4 P.O.BOX 4384 SOUTH DAYTON&FL 32T21 � FL 348 OLDWA 360 BURBANKr RI 77-4008 TELEPHONE(004)787-4774 LOCAL (813) 866-2827- FAX(004)787-8888 NATIONVVM 1-800-085-3708 SEAL FAX (813) 854-2802 PAGE © COPYRIGHT 1087 ' YC 132 NOT To W REPRODUCED N WHOLE OR N PMT WM4CXM THE WRITTEN PERMBSION OF LAWRENCE B Wwff,PE �f 08_ .A1 -0275 -WILSON THIS QWG. PREPARED FROM COMPUTER INPUT LOADS 8 DIMENSIONS) SU NITTED BY TRUSS MFH. ` TOP CHORD 2X6 50. PINE 41, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 4.60 9.21 13.71 18.17 22.15 25.65 = OCT CHORD 2X4 SO. PINE #2 N 29.04 cs WEBS 2X4 S0, PINE /3. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 6.91 13.96 18.17 21.98 25.55 29.04 c 29.04 : Ti-2X4 SO. PINE 02 N :; W1-2X4 SO. PINE f2 N c PROVIDE UPLIFT CONNECTIONS AT BEARINGS A5 DMICATED. 2 C014PLETE TRUSSES REQUIRED N UPLIFT : 360/ 1820/ 1500# NAILING SCHEDULE: 116d COMMON KIRE FLAILS) BRG LOC: 0' 0" 13'10' 29' 4" TOP CHORD 1 ROA 9 4" O.C. Eo UPLIFT BASED ON 17.0 PSF TOTAL. DEAD LOAD. FUND WEBS 1 ROTI W 4" D.C. a SPEED-110 14PH. KEAN HST-15.0 ET. Enclosed. (1991 SBC:) BOTTOM CHORD: 1 RON 6 16' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGOER BEARING BLOCKS-SAME GRADE AND SIZE AS SEARING MEMBER NAILS IN EACH ROW TO AVOID SPLITTING. 16 BRG LOC 2 13-09-12: 1 BLOCK 12' LONG - 13 i6d NAILS/BLOCK A RIGID CEILING OR CONTINUOUS LITERAL BRACING AT 24' O.C. ro SK114 ALL SUPPORTS TO SOLIO BEARING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SPECIAL LOADS TC^From -74 olf at 0.00 to 74 plf at 18.17 TC From 502 alf at 18.17 t0 502 plf at 29.00 BC Fr 20 plf at 0.00 to 20 plf at 29.00 TC 'A 3020a Concentrated Load at 18.17 6x10 4X6 1 .5X4 3X4 6X6 _ 2.5X4 KI 3-1-0 5X4 �.00 5X10 5XZ6 1.5 4- axe -8X8 1 .5X4 X3.60 [ 12 i-4-5 5X4 4X7 2.5X4 15-6-4- 1-4-0 13-9-12 15-2-4 I— __ - t___22-0-0 7-0-0 9-4-0 OVER 3 SUPPORTS----- A-26F N- 3.56' R-6EilZ.t W- 3.50" a-3865# W- 3.50" PLT. TYP.-ALPINE SEON--- 724x4 REV 15.6.5 SCALE - 0.1667 u,Ile re001,un INC. TFUNIM mom esvmw axe '"'ww. oESIrN CRiT:TPI FBF R012--76573 I-1 a © o a o iF4�RTA1V�1tiE 11141 wl w 11800wKs F0i Aws WAfaNIN6 w WOuv.. aFWTlor A[o �' G18H B, ca [-� cF o ofruTl•N Faor aa.e 015301$A TSSPSE eCe07E'ITAnma K Awr GWEW.I"SIM-9E QT TPt 5LE w169ESFGW TM c� FULvlb Te eLwo Tod UAAM I«OW,ft l ICTN ORM ar Tot fWAMIT1NN1L MVMLL MR41,fNl baJC1W 14 ��• 4trfa:., Fa 4 TC LL 3fl. ?SF DATE 1}3 10 rg4 c� AtTUL cwcaalu 5311 ItIGE Y teu aLv,:ncL IttT1«e Asa ouTFAlosu. [1LbSF aT.Awtu uNlcauL uv f. •'347f�' x� TC OL 7.0 PSF ORN6 Hasao32 11x069032 L� aux P•L4XPT 69 WSW. Af tTCOMWTeu 09 GION♦AR Or GRIM SMALL 119 LLTsssu r 114¢".0 s1V a,aen 'T ALPINE o rn[Sy Lw I.+LEss eT1e[.gs[LaaTEO ev 16x6 IesEo1 �eslttoe LT AnJaaEO P1,0*0e bIEAI"NRi. 119STDS C"" u +•i BC OL 10.0 PSF H:-ENG craCLngL vas «IANISS+s LID. 1S►A MA-F.IEf W STAMM" VIVA SaaOvePLI LT[AEIEo aI=r0 CkIS.0.c--Tit '�'� TOT.Lb. 47_O PSF C/A LEN. 29-4-0 Cow.s wr►KICYLL«I M1010 OF AStw I mA.u SNUW 4, ALP"re[asLIOAA[MA w. i+111QE+ FOS IXODKe :s�` ORtOT � TRUSS sEu r"::«urlNe I..LIes To ne ca.o[IIT 0e►IneoEse uanFu A..+IaTcw .vu"w a ocar of u.[s a,r1` ver- p> _F 1.33 ' - IN Oar. +[[0 LOLL NO'se FELIED NPON IN JW ITlSI VAT. acalow[O TK T.LW C.CitIGS O[ vt [r0.. ••, Ems',••'' S"I ez c-,, C_I CF Fol Hat"VLAT(I ATITVEE we-ISIS runouu trusm MErtrAlxle rra Imp Ewa[Frr l ""''r SPACING SEE ABOVE TYPE SPEC-- 3M .A2 W275 -WILSON THIS DWS. PREPAREO FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) UBRITTED BY TRUSS MFA. TOP CHORD 2X4 SO. PINE Q N TC X-LOC L-R: 0.29 5.27 10.54 16.47 17.87 x GOT C7 DRD 2714 SO. RINE i2 N n WEBS 2X4 SO. PINE f3 SC X-LOC L-R: 0.29 7.91 13.85 17.87 17.87 c N PROVIDE UPLIFT CM414ECTIGNS AT BEARINGS AS INDICATED. A RI6I0 CEILING OR CONTINUMIS LATERAL BRACING AT 24" D.C. " UPLIFT 3601 5500 200,1 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8RG LOC: 0' 0" W i0' 18' 2' NJUPLIFT BLSEU ON 17.0 PSF TOTAL DEAD LOAD. WINO SPEEO-110 KPH. WAN HGT=15.0 FT. Enclosed. (1591 SEC) � A SHIM ALL SUPPORTS TO SOLID BEARING, a sn 2X430-2-13 SO PINE 93 BLOCK o RIGHT VERTICAL VES DESIGNED FOR VERTICAL LOADS ONLY. 4X4 05 3xb 2.5X4 59-12 OP- 2. 7.005 4 1 .5X4 12 3.5o 5x4 12 2.5X4 15 2.5X4 n � 4-3-12 1s 1-4-0 15-5-2 >o � 1B-2-0 OVER 3 SUPPORTS R-569# N- 3.50" A-31350 W- 3.5011--960 W- 3.50' PLY. TYP.-ALPINE SEAN-- 724$3 REY 15.6.5 SCALE - 0.2500 lankwomemn PWOWT& sw_ Tossesoem3"eorrae.esaletl.•�-'w•yq DESIGN CRIT:TPI REF R012--76572 **IMPORTANT**9W"Wn 10 060003MIC PonAW IN u .ILan s1c saFcuow ruo �"��g0ti /r E�p UUYIa 1 L6v r.OK This oases M aisle ift9 CATTOM6 a aNr M=0 .16s.1:o a w FPL SGO Tes s tESUN �X •t om"ti 104 TC LL 3fl.0 PSF 01.17E 03/10/94 FLIEW TO FUILO IK 7T M IN O�IO'OIl"M•'IT+WM Or 1!T Fa&WrrjWAL WMIAL Fea41611 42404 so j 4 i 1 �;�s YG Q. 7,0 PSF bRWG HCUM12 94059036 r o v ALPM touEGM UK KW of 4OU"M%Ua wum tsix m w ma.lacus MORIM ereucuen w i . , e � c� v o urs cl a umm as WTW. aPFLY Calmcw"TO MW Flee a ods iNIL1 ce tattaraeT saran 1137.wYFaY+ 3f� ` 0>r a 10.0 P5F HC-ENG cl ALPI a +" a,o aaaYa eae3rscs LocaTss ow Tess ssuw seccTTsr LY tTtaoea ol4bGD swslT Wt. was uan i f I o-aaua+a FILc GM03AW 1%i. LSD I IOOarI.assaos STam.I11M wTr PPOWtr LIT6040 at:TO u u INC• 4L ¢L ._'" f e , r7 aorclw IrRF Llim t Flams3m IF Ka s:Tr,_m cusuaws sasse TFO.Im WMIK unrs►F 101&%t. �•T k�A10*.+ a. TOT.LD. 47.0 PsF otA LEN. 18-2-0 TRUSS SUL w 103 OHM VPPLIIM TO Im OONoWa Dtp=To lea MAYcl,LL aFK3ursw FUa41a.c1Mr:1. 9.41.1 �t••l �..•• , OUR.FAC. 1 .33 Ir cra r. an t"tLL wal am oxilep Wow lame OIw*mr. i"wit w TK rmms emfirc36q C1Y1:"G1140. I 1 I I I . Wl-Tv"s.tarn IreylT.rr. Im-Mt lrsra T4F P"IFICILIM FUR SPACING 24.0" ITYPE SPEC:-- '08: .A3 -0275 -WILSON THIS OWG. PREPARED FROM COMPUTER INPUT LOAOS 6 DIMENSIONS SUBMITTED BY TRUSS KFR. TOP CHORD 2X4 SO. PINE 02 N TC X-LOC L-R: 0.29 5.27 10.54 15.61 17.87 x ODr CHioFld 2X4 SO. PIKE 02 N Y7 WEBS 2X4 50. PINE 0.3 BC X-LOC L-R: 0.29 7.91 33,95 17.67 17.87 c cn SHIN ALL SUPPORTS TO SOLID BEARING. PMVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. '0 UPLIFT : 340# 560# 2804 c END VERTICAL WtY NOT 6E EXPOSED TO WIND PRESSURE. BRG LOC: 0' 0' 13'10" 18' 2' N UPLIFT BASED ON 17.D PSF TOTAL DEAD LOAD. MIND SPEED-310 MPH. REAM HGT-15.0 FT. ESC losed, 11991 SOO � a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 w K 4X5 2XW-27 so PINE 03 um 2.5x4 2.5X-0 3xb � 6-7-1a 5X4 7.00 2.5 4 1.5X4 3.50 , 12 1-4-51 2.5X4 5X4 2.5X4 4-3-12 1-4-0 f ,a is-2-0 OVER 3 SUPPORTS FI-661F W- 3.50' A-12260 W- 3.50T-2100 W- 3.50' PLT. TYP.-ALPINE SEON-- 7 482 REV 15.8.5 SCALE - 0.1875 "ZW 900400 PMMTS, #C. TWOM IMSIC SRTK!OrK .w.•.r„ c, c� a c► e7 a iE I KPORTANT**S"WN N ASSMMUL!Fa AW WARNING tN Nuoum, ss noN e.a s`•`"�°,Oh w DESIGN CRIT:TPI REf RO ie'�--765 1 ca �� o o .Frtacur rra ws crauw ar T,ir s�cuwcnaa, OR weir MUM.OFrE Ksw BY tw �Tru t4nm r" d TC LL 30.fl PSF DATE 03/10/94 ca c� o FAILLM b MUM K 1N"1N CONFO "Se7M OSTM W TPI FOAXWJT=,u SO="wrcmrr 60=4 SE t�' �'Pp` rs c� c, a u*ue ca acw ua um v em Gmx.VOL fm$*"Is owmemu�s.uatss oTeEnrlsf f"orueq rar e !I� s Y{ TC Di. 7.O P5F ORN6 HCU6R012 9f06903i e es c a ups w a dCl.T a e�to.AMPLY CON�WOM W Hd11 Pus 4F 000 Smu K LILILANKLr WW"Nein P%W j `'� Ai.PI N c TK*S uo UUM MGM=tou►TSS a Aw aasru POSE72W LY(TUCNW PLOOM SWAB,P& WfWf CHM i #. s BC OL 10.0 PSF -EHG CWKRO�f PES WM]IIi►i�01. !SSS 1SSS-/.OdIiM Li/.�tssb Mf1s Pidpptf xTT/LK6 MQS[itl6-- so YT o w.vr.,w.Puc.ws RVFuwKa t Tw.W mmim's �u TaDWM to" N/VCA F eaute+ ;'�.,At181:.'sr: TOT.Lt�. 47.0 PSF 0/A LEN. 1B-�^0 4: TRUSS c 3"L ON Taws��u `o�.oK"Y eLPW IN AM �'owa�`"` rftmum Kq, COPY be OWN" u a"` �.�,,. ��'°° •� MR.PAC. 1.33 ., c� c, a e ..wr.TP065 PLare Q6TTTim IO6.: ncrT ut 111Ri faR MGC9 GN to>.nte SPAC IWG 24.0' TYPE SPI=C"- t JOB: .A5 =0275 -WILSON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 8 DIMENSIONS) SUBMITTED 8Y TRUSS MFIR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 5.27 10.54 15.81 17.87 a SOT CHORD 2X4 SO. PINE #2 N n WEBS 2X4 SO. PINE *3 BC X-LOC L-R: 0.29 7.93 12.56 17.87 17.87 c ul SHLMR ALL SUPPORTS TO SOLID BEARING. PROVIDE UPLIFT CONNECTIONS AT 13EARINGS AS INOICATED. c UPLIFT ; 320# 5500 310E ENO VERTICAL 14AY NOT BE EXPOSED TO WIND PRES.AJRE. 8RG LOC: 0' 0" 12' 7" 18' 2' N UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. WIND SPEEDFilO MPH. MEAN H6T-15.0 FT. EnClose0. (1991 SSC) a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. WIST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. � co 0 u 0 4X5 ZX02-7 130 PINE #3 BLOCK 2.5X4 3X6 2.5X4 5XQ r 7.00 2.5 4 .5XA f2 ' 2.5X4 5X4 2.5X4 o � ----5-7-4 W_ i8-2-0 OVER 3 SUPPORTS 8,595! IN- 3.50' R-3144f N• 3.50"R-200 9- 3.50" PLT. TYP.-ALPINE SEAN-- 72481 REV 15.5.5 SCALL-. 0.1875 4UZ'e4740" a FOGMT;Po "'�'�0"��T"T"Re,ae °"-"".N DESIGN CRIT:TPI REF R012--76570 o T_T C o C IG N I NRORTANTu x RR.I.I lot ac F&W"wm fall Aw WARNING la "44 trT. Ex=IN uo .v"`�ON� ti ,...... • caA C:, It*I&Tlw Palo TPR ovum s•TIM BPss1FZWIQ4L RR Nrr BOOM.car wa9r BY mi =T 6R Us"m 4t��••jfJ 814 TC LL 300 PSF 0>1T@ 03/10/94 ffTlisc m OU"W 1PUBI Ta Catrorl"t JIM arra aT R}s FOR XWam. L WVJAL M*Ak w UM04 K Q` f' ."fa:a�� 7.0 PSF DRRQ NDJSM 12 94069030 C1LP116 CV90ION Lri WN OF 240 ckv.SM Manta,�a 01011MIUS.ulcer OT1MME]War*T•.a tar • t2l �tz= TC DL r� a+a w a 9dWT is awm,amour CM11 P OM m CSZN PAM Cr Doo rWU ae GAM MLL9 1010M 111Th PWPtP = : 10.0 PSF HG ENGrm r""'s+.o PEN RT11.40 Si KA9 on TMs onmtKFMW 10 a&V4a,lien tr ITnoAM GALI LITA 0 S1,rm wTTa-us : �i ,Ot^„ i 47.Q PSF 0(A LEN. i8-2-0 cu aew...e.w.w:xsR RPR IRO a a:aa-r.RCiTiu iTt�RYOa MLTs e.�arar 1TrL"A R.- aaP R --ua erwPUN 4119M6cj4LC�1SIQM M was®r• w RmKill•& Aar'Jae Im"IcwVlxx aivvu rTNAlJ41l e�� frayt Tt1T.t b. 1. Sul.vx T.0"Im pft rm tD-w emow mp att am ww"LL Oftmrwo nm..a.1.�w A"Ts �,yFepeJp FAC1.33 IU Deaf. its LYI.L fq/Q�PgIR7f VW In fM�aTIQ rK. I OESY.11 10 TSE rpw E"er.Twil m4wileA0a. TN,*.lilt 7Mrtltn Aral-3Rt tATMUL lewom walrteal 151pace 1901 taAslp xn;; SPACING 24.0" TYPE SPEC-- C C IOB: .A6 =0275 -WILSON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUWTTEO BY TRUSS NFA. TOP 610A0 2X4 SO. PINE 02 N TC X—LOC L—A- 0.29 3.57 8.34 12.96 17.87 BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 50. PINE 03 SC X—LDC L—R: 0.29 3.70 7.39 12.35 17.87 17.87 c Tn , PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. A RIGID CEILING OR WNTINUOUS LATERAL BRACING AT 24' O.C. � UPLIFT : 2200 5100 4100 MUST BE PROPERLY ATTACHED TO THE 84TTON CHORD. � BRG LOC: 0' 00 7' 2' 18' 20 R, UPLIFT BkSEO ON 17.0 PSF TOTAL DEAD LOAD. WIND SPEED-IID MPH. MEAN HGTa15.O FT. Enclosed. (1991 SBC) IMP a SHIM ALL SUPPORTS TO SOLID BEARING. c m ENO VERTICAL M4Y NOT BE EXPOSED TO wINo PRESSURE. /O 2X4X2-2 7 SO PINE #3 BLOCK o N 4X5 10 2 .5x4 3x� 6-7-34 5x4 2.5X4 7.00 2.5 4 2.5X4 (Al) p3.50 ' 12 2.5X4 5X4 2.5X4 a � 10-11-12 e 1-4-0 3-8-10 14-1-14 IB-2-0 OVER 3 SUPPORTS R•3610 w- 3.50' R■956# 1i- 3.50" R-451# w— 3.50` a PLT. TYP,—ALPINE SE©N-- 72ABO REV 15.6.5 SCALE - 0.2500 "10 EN&Tf$ERD VIIIA) AL ILC. TWOISES tE4111311E EJONed art ,,.+• ""''�•w DESIGN CRIT:TPI REF RO 1 2--7 6569 L c= �3 C_ I� o +�IMPOgTAN'[�F w+uL DoT.e E�ob Eon a«r WARNING w wwLE.� EMUM am r`�it-Ohl A uEvfLfllLl r�,�ll ats,ON oa T.o¢sN�cOvuacpt; D,aNr .H,sIINt.ccc Nla-0E O.VI Tili 0111 oESICL ,�� I;s�"s is1`� �o TC LL 30.0 PSF GATE 03/10194 c r� E= o riawn 10 ewL.O ME warm IN GMftWIWNOE,cto,OEgOa u TEE FM WHtEORLL SFWEAL"VA.ANT iq/CIIA R AT 7.D PSF F 6 HL11Gs�t2 9/069029 c:� c� O t, iLVlf*CMKCTOES 11A HIDE O'2991 tl1Y. STIEL NEXTIN6 ASTM WiMMENn.ULM OE,EINIISE crcl0l`A t0► � r pL._- TC a.c o o CJ 11 5 W A EO([OT L!i IUtIA LMr T C01/�.TOq 7D EW1 FI E Or a�ao cwu u ulelwir .ops.uT.w�Ea+ aBC OL 10.O PSF S ALPIN O LHEac"Cl WILM LTiOnsE LOCATED Ol WIS WaIGN NOIITIOI Ll O"O.[D PLtN()'JD SWA14p6, W11O1 o0c; J '�o CTNECEOHL IEH 110"llNG UD. AN s LCLl-F. 160301 STLN?Op WITH NTOFEOLf ATTLONGO Oc:m CCU.TI6 Tp;,LD. -07.O PSF LEN. T-, TY7'1 0 owvi wfLnLICHLE ~114IYLi W LWNa E T►I.sa EORNOIEI'S "POC TECMIOLL,ra•Tc V/L/LLr FOX sgpW '.y'6%J -..ZZ � BUSS SFAs.yH 713 WLW END WOU Ef TO TOE CN9010T CPICTO9 KK OMWLL Fn KAIlM. EUH4y�s CCV"fw 1wJa L: -:� S"'!'�—.(,IC�4 � OUR.FAC. 1 .�3 UI OILY. L-f WLL NO'OE 4CLIEO t ON IN ANf STMEO LILY. OESKn TO TK TLIUSS EHCCTI:YI CLI&MAt10q• •r.N T=T v ,--I HE TNENSS FAAIt N1TITu,c We- ISOL III71C•WL DEL11114 EC]IToIrosIry Ha:1)Mass PLC Icir •'""" SPACINO 24.0 lTfPE SPEC.-- OB: A7 -0275 -WILSON THIS DWG. PREPAREO FROM COMPUTER INPUT AADS 6 (}IPE SIOA5 SU$MITTEC BY TRUSS MfR. TOP CHOAO 2X4 SO. PINE #2 N TC X-LOG L-R: 0.29 3.57 8.19 12.96 17.87 = BOr CHOAO 2X4 SO. PINE #2 N CT WEBS 2x4 SO. PINE 03 BC X--LOC L-R: 0.29 3.70 8.19 17.87 17.87 c: TA PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. c UPLIFT : 2400 510# 4000 }BUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UPLIOBASED CH 17.0 PSF TOTALIDEADy FTLOAD. MND (A) 1X4 #3 HU-FIR OR BETTER CONTIRMUS LATERAL BRACING TO SPEED=110 MPH, MEAN MT-15,0 FT. Enclosed. (1991 SBC) BE EDUALLY SPACED. ATTACK MITH (2) 8d NAILS. BRACING Lo MATFMAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SHIM ALL SUPPORTS TO SOLID BEARING. SUITABLE SUPPORT BY EFECTION CONTRACTOR. Rn ENO VERTICAL MAY NOT BE.EXPOSED TO WINO PFaSSUFE. o 4XA�/ N 8 2X,6X2-2-7 SO PINE i3 BLOCK 2.5X4 3x6 h 6-7-14 5X4 1 2.5X4 (A) 7.00 2.5 4 2.5K4 (A1) 2 3.50 ` , 3X7 5X4 -4 a 3-s-10 14-1-14 ME 18-2-0 QUER 3 SUPPORTS R-420 N- 3.50' A-945# W- 3.50' R-4020 W- 3.50' PCT. TYP.-ALPINE SEON-- 72,479 REV 15.6.5 SCALER 0.2500 aL.ns Atisaeraso Asaa�cTq IAC. ,.wits�luacs n■arrt owC �,..•-��.�w DESIGN CRIT:Tf�I REF 8012--7$568 o .o C' o a e **IMPORTANTN*INuewT a AssAGnslwt vG.AwY WARNING m wwLue, LxCn N u.l ,�" I �,ON 0 a` c c c=am :.T o c7 rEru+lo■rmr TMts enlw IR lrr�vEeutlAllaAa. aq ANY wwNG. SEE K"I BY NI.4L I Ws RSIs �� TC LL 30 0 PSF DATE 03/10194 8.1 C d FAILWE TI AU"UE MW IN OYfORRAWE Wft CCTe H IPI FOR rm IT 904-WX DLL FEAW CCT Wat3l T SE e�4••'It �7r•Z � 1_1 o o ALP144L COMUWRL U4 AAK W a■Ia aaLV.ora.IEETINC ABU QUIm ENrs.alas%Ttowi$E li&LI'A%% rrrr � �1 17 s�= TC OL 7.0 PSF DRN6 HCU59072 94oS9o28 L 3 c=tc= T=3 Awrs N 4 sarin As NI P iNE T/C.awlx C91MCII W To owes Fut aF C►aa on"u W ur6wu.aaaom■cTM■aooAa : r .�{y `3�I kiC DL 10.0 PSF EMG IZA ALo A�A&�CIMEA■M LGrATIO W TNI!NEIM FONTICM Lr.TTILOM PLMW s.uuas. 009144040 _ r. �.� o mrrsTl►tFplDMIUMSW ISS IOU-6.OWN& OMS Rcrtr+aseaT&TUOURnTo¢arc—sa i 16 • ' r� TOT.Lf3. 47.0 PSF 0/A LEN_ 18-2-0 Cl MIGW f/AFLILA61.t IoCVI510RS 9 IOC i 104.AN iK.LrtAN'L "MTEOrI,[GL 1P6L1E iifL19I7 POC no" p}� r TRU SS /FAL w T.0 rawr>rA a.LIft 70-W COWAVENT ARICTirt SSW MY&"AUwL LCLTUN AMUSM a CV-?Or EMIs � � �S�a U :..+ �■«a.. .Ms s..we■aI r ones VCM w aw ons■rAr. Getiw W W rwa CIMM,mria4era. •`'�.�4f�{1iar�,rA' DUR.FAC. 1.33 M L= .—TDI•TR�C6 FLAT1 vaTINTE, WE.ACC AnIIONLL MICN 9ECIFACATIed FW,slot CMJ5TvLlM&r �"jjtiv SPACING 2-0.0 TYPE SPEC-- 0& AS 5 -WILS 4 THIS QWG. PREPARED FROM cowpuTiER INPUT [LOADS G DIMENSIONS) SUSHITTED Y TRUSS MFR. TOP CHORD 2X4 SO. PINE 112 N TC X-LDC L-R: 0.29 3.57 10.19 55.84 17.67 x 80T CHOAO 2X4 SO. PIN£ #2 N {, WEBS 2X4 50. PINE 03 EIC X-LOC L-R: 0.29 3.70 10.19 15.93 17.87 17.87 c En SHIM ALL SUPPORTS TO SOLID BEARING. PROVIDE UPLIFT CONUECTIONS AT BEARINGS AS INDICATED. m UPLIFT 2804 3906 2600 c BAG LOC: 0' 04 101 26 18, 2' ro UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. WINO RIaff VERTICAL wEB OESIGNEO FOR VERTICAL. LOAU'S OpL7. SPEED-110 MPH. MEAN H67-15.0 FT. Enclosed. (1591 SBC) � a A RIGID CEILING OR CONTIMUOUS LATERAL BRACING AT 24" O.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Lo 0 • N 01 Zx 4 8 4XD-10-7 S0. PINE #3 BLACK. 4x5 _ 3Y� 2.5X4 - 5-5-6 1 7.00 sx4 2.5) 4 � X 2.5x4 (Ik l 12 3.50 ' 2.5X4 2.5X4 5X4 7-11-12-- 1-4- 15-9-10 70-14 0 3-6-10 14-1-14 0 16-2-0 OVER 3 SUPPORTS A-5060 W- 3.50' R-9970 W- 3.50' R-2850 W- 3.30' PLT. TYP.-ALPINE SEON-- 72478 REV 15.6.5 SCALE 0.2500 HDL!anuagms POOMM T6. eec. Taxies wisuax"rare Me ..•� wy� DESIGN CRIT:TPI REF 8012--76567 G? — L7 0 0 m*IMPCRTA147**NO"NOT re aiYmlkg#I%AMI WARNING is WAaLJiS 6TEtTS&I 40 r:t t._a p n o oLa+uTOu rawL hts 005ta1 0n vae,piee6rL:LrTUTs, MAW MONS.•OE WF-92s-s6 Of TIO NZ T■u trues .�'��1•,.••�'—Z':dtpi TC LL 30.0 PSP GATE 03/10/94 i.'., c, t– C v Ph IUM 10 IOU tee POM 1N COIR WCE 4W 55tR u WX T•gT7e MOLI IECM ft4t A1T W.re 1st .,0�� ..API o sLVlre CROWOos We30AW OF 2WA 4kV.51LfL WETLU51SM OUINOW3.tT "QXAMM WCAEa 1i► �. W `:x= 7C DL 7.0 PSF ORYfG HCUSROi2 640 026 c = LAAS ail L AMM•i mre0. W*uf COAARX00 TO lack nt!Or OTAO 90"5l LLlfacur$A'— stw NWKR 7 w T w� � � 10,Q PSF FIL'–EN6 r' G� tests MA twl.6s6 W4001 6¢LO AIM as Tess PWrA4 raanw u aTucwO nLrwom suTw"5 iOTTw cwwa r 6rC9.^•rtr0 PL t OftPO 05 U% •=i TSahy.orsa6U 5FUDW7 WM-WIPL1 Fl t�AWA V%30 Cele t1Y— ue S O�� i I � ,�" TBT.Lb. 47.0 PSF 8/A LEN. 18-2-0 CA'P.PM W;-KLCAM MWLii"Of W4 4 M 0 MUe7 S ALFUE TED69"WOiTE ITAMLe Tar+W-rEit�' $Elk v+ 1146� 99PO LMLN%TO T14 C51VOW0 o6rscTEt Mat Onwiu."ttrAT7Or/ nac/OSH a cwt"tldb S''•aa'f1�;�:+'� OUR.FAC. i.33 lu tot t. Lal STALL rQ se$*LJm UPala W W lymm wal WOW r"Tee TnW EMLCTXn LOtdFAL14k. '~41N.t111~ w 1 t t t 1 I e_1 t.=a ,.. � -rla,5e.Lau nanTtrle .�-lest utrcew.OesarA+ araeantrt re«.aou eeatsl«.crap SPACING 24.0 TYPE SPEC-- IS: .A9 -0275 -WILSON THIS DWG. PREPARED FROM C014PUTER INPUT LOADS G DIMENSIONS) SUBMITTED BY TRUSS KFP, FOP CHORD 2X4 50. PINE 02 N TC X-LOC L-R: 0.29 2.17 4,17 6.17 8.17 10.17 12. 17 307 CHORD 2X4 SO. PINE #2 NE 14.47 1$.17 17.87 n WEBS 2X4 $0. PINE 03 BC X-LOC L-R: 0.29 2.17 4.17 6.17 8.17 10.17 11.52 c 12.17 14.28 16.17 17.87 03 n �ROYIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATE7. UPLIFT 7 4000 2001 5000 200# 1340f A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. c BRG LOC: 0' 0" 11' 6' 14' 3' 16' 2' 18' 2" MUST BE PROPERLY ATTACHED TO TA BOTT014 CHORD. ro UPLIFT BASED QUI 17.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 KPH. NE:ANt KGT=15.0 FT. Enclosed. (1991 SBC) (A11X4 'L' BRACE. SAME GRADE AS WEB µEMBER. ATTACH WITH ,o 8d MAILS 0 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY a SH;M ALL SUPPORTS TO SOLID BEAIING. ERECTION CONTRAC'OR, o m ENO VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. o CRBLE WILL SUPPORT UP TO 1'3" OVERHANG ALONG THE TOP CNORO_ REFER ti 10 A106/0-PLY" FOR BRACING OF VERTICALS. GABLE: END NAS BEa DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS IKTO THE CEILING AND ROOF SHEATHING DIAPHRAGM. THE CONNECTIONS AND DESIiNI OF THESE SYSTEMS ARE THE RESPONSIBILITY OF 111E BUILDLN6 DESIGNER. NOTE: FRONT FACE Of THIS GABLE IS DESIGNED TO SUPPORT 2- 4X4 SPLIT T LOAD. 2.5X42X4 THE BUILDING DESIGNER IS RFSPiNISIBtE FOR THE GABLE SHEAR WALL 3x7 DESIGN. CEILING AND ROOF SHEATiKING DIAPIiR" COINEGTIONs. IND ALL TRUSS TO WALL CONECTIONS. 3X4 2.5x4 3X4 7.00 A 8-9-5 A) A ) 5X4 2.5X4 2.5X4 (A i) ' 2.5X4 2.5X4 C.5U 1 .5X4 2.5X4 2 .5X4 2'5X4 ss-s-4 2. *4ee 0 1 ]-4-0 �' 14-5-2 18-2-0 OVER 5 SUPPORTS R-1077! W- 3.5011-1562# W- 3.5011-274# Y- 3.50-*A-303f w- 3.50" R-26# W- 3.50" PLT. TYP.-ALPINE SEON-- 72477 REY 15.6.5 SCALE - 0.2500 LLnfc DM49EOC1 ..owns 11C. TQ1JW REVIRI UP"CWE v....---.a., OESIGN CRIT•TPI R-F RO Se's--76566 d *IMPORTAN111*1NtLLN0T U RSrcwYata PQ%ANY ARMING la #=103. EKCTIDR &to t �OUf R '4w . =1 o 0 0 out•rcoa faaut uta ocacSr 1w> sfannuTYl�a, a far WWJUC. a1 640-14 of m. etf INTI eescw 4t r'"""'• yt TC Ll 30.0 PSF GATE 03/10f94 ,.- �• O C= TLILLW W euuv TrE Ines TN S?(Own"arTo Oblaa ff TRY rM A�OK1lfOVa GrE&1K PCWAADIT iaXIM fF yrQ� t�f/el"�` "P It*Cerfrols ONE HIDE or lou wx, sTFEL IF]]ETltli iGTN tril�als, IIR1ss KYaLW1 f+A,ea1SR lY" J TC OL 7.0 PSF ORMGsaos2 9+0e0025 I 1 f 7 O p +44s rp L Efoor K wwaw.~Yomoci sic[M.a rwA or CaM WSl K LAftRLLLT SPAWN N 1 KAON." _ •' I<' .� :Z 1 ALPi c� rpm$40„Less WME"319 L#CAt1►00 ma XWVK MINIM v%IMO,K PtYNO O SICADQWL 1W UW caum _ ._+ BC DL 10.0 PSF HC-ENG '1" [micas K"cmmr l lic, go s tW-r.xam w"no Oa wm_N,,mY selmt4a pmm CEQ cm SCE P' ' o arir KtVft30&t POVISMA ar 1101 a 94. W PUP0at's &P$ FE04CIcn.IM&N .ffWow fvt ruw" if• .�0Ay0't s TOT.Ul. a7.0 PSF 'C/A LEN. 16-2-0 TRUSS AU nu►aa~40 LVOUGS 10 TL!CWAIM T DEwC90 WM COW.+Kl wtlnW nota"♦Vt."u OIAi.FAC. 1.33 to uw.. me wrtt to u Mum matt w Lw Krim"I. -este-10 we laUSS MC1WU cw14LTTC& �Ttt,"4r"rrr SPACING TYPE SPEC-- -GPI Irye4 Rultt IrBTITUIt cm to nLnAJtI,eEseol9EtlrtCUR"spf roan CWrtax.rfLf ' C Df3: .B 1 -0275 -WILSON THIS ONG. PREPARED FRDM C'OMPUTEA INPUT fLOADS G DIM I S SUID14ITTED 8Y TRUSS WR. ` TOP CHORD 2X4 SO. PINE 02 N TC X-LOC L-R: G.29 3.78 7.75 11.75 35.72 19.21 = BOT CHORD 2X5 SO. PINE #t WEBS 2X4 50. PINE #3 BC X-LOC L-R: 0.29 3.89 7.75 11.75 15.51 19.21 c rn BEARING BLOCKS-SAFE GRADE AIS SIZE AS BEARING MEMBER PROVIDE UPLIFT CONNECTIONS AT 8EA9IN6S AS INDICATED. n BRG LOC 1 00-00-00: 1 BLOCK 12" LORD - 2 16d NAILVBLOCK LPLIFT : 1630# 15006 EAG LOC: O' 0" 19' 6" N UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH, MEAN UST-18.8 FT. (3991 SBC) le b (A)SCAB BRACE. SAKE SIZE, GRADE AWD LENGTH AS NEB HERSER. ATTACH WITH 16d NAILS 9 4' Q.G. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. o THIS GIRDER HAS BEEN DESIGNEO 70 SUPPORT: a FROM ONE SIDE--31' 0' OF SPAN FRAYlM TO THE BOT CHORD OPPOSITE SIDE-- 2' 0" OF SPAN FRA141M TO THE TC/BC SPLIT GIVING A TC LOAD OF 57 PLF AND A BC LOAD OF 242 PL.F 4X6 3X12 4X5 4X6 3X8 (Al) 3X8 1A 7.0d A 7.00 A) 6X6 3X6 7X6 6X6 u -4-0 3-8-14 _� 12-0-4 ( 3-6-14 m 1� fes'! 19-6-0 DYER 2 SUPPORTS R-3028! 1- 3.50" R"29230 W- 3.50' P11. TYP.-ALPINE SEAN-- 72.476 REV 35.6.5 SCALE . 0.3750 &Pla twin p m faCo=n IK. luurus aewt"!4.Tr.4w uK L I c-3 -T r•=,3 o I(IMKRTANINIf 91ALtllm ItoI, stwcru w WARNING 14 ,�atw. EF44 xu ,r•`'�011l� by OESI{iN CRIT:TPI REF (15�--765 1:. _, ra � aso-wifll r,nr,Wi 4ftttiJ rq TIssB fiiE3rftFrrOws R t,Of ruc[uc.LEE ww of wr w [4i tuts a xw �jil,`�,r'� `'ac TC LL 26 A PSF DATE 03/10/94 1 IAN L� r.I LMC r4 WILD T44 IRM 7w tWONUM M:i11 aSTY it T►1 AO AMI JMdd taTrrAL sr rwa wl v4x 111E Ir i [ , i , 1'1 r=7 ALL"!mumt 4s me W=r no W.Y. snm IKC NS aslw 4acl�Mts. uut."4 a.cwcx 1WI61u44 ur+ a . :xi TC DL 7.0 f'Sf CfiNG H[Xt3Rl}32 $4080024 c . r.1 1:.7 C7 N44,A L WEFT"MUD. LPfLT 001MIM To tKN frOC Or 000 1.YYL w Ll ttr.WLI swum MIN W JK4 S � 34 , ALPIN � U"S JW YRCss►TIIPbaft LOC43Fs 4r TIUS WSUX POW TM Lr 11TLt+0a PLACM GWAT- -rG ttwwf ciao x �,� i•I BC fx 15.3 PSF S 1C G f" f 1 L� O0'"ec"m r"4awtu m 110• 1"a iW�•ovum sLtoms am fla'move uTm"plcw 4xwtm--SLE %"f�. *'""�`�,r+ TOT.1:0. 4B.$ PSF 0/A tEN. 19-6-0 1 , r w#%-w mewmcO"UUtlT I%W Of 104 f.W.Y O IW='L ,LAW 7904JIM w+ 1C V/fV$lF 101 oa:."LJi �I71O�•�f� 'f1UJ� xLL o4 11U W"1N✓r't.tss TO rt cowwdT ariC1N mw ow4o"AwLxAi7sp nom".cwt 4f nas 'y� �^(��'r OUR.FAC. 1.33 Pl TCH 7.0/12 1 , ., 1.1 OLC me SWLL U7$a As-1 ow Iw sou rt"m 1Lf, rti1411 To rm Imum C,lCr,6a Lu.Tuf1 p ♦ 4" •r r-y I.a �__�„1 •Twcc girt t,r< rU IOC.NJ4t rurto,rL w r cA1tC,1 r ucccl sowrfff;tta "' SPACING SEE ABDVE TYPE liIPS-- JOB: .82 -0275 -WrLSOH THIS ONG. PREPARED FROM COMPUTER I14PUT (LOADS & DIN 4 SUBMITTED 8Y TRUSS MFR. / TCP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R. 0.29 3.10 5.78 9.75 13.72 16.40 19.21 = BCT CHORD 2X4 SO. PINE 02 N n WEBS 2X4 SO. PINE 03 BC X-LCC L-R: 0.25 5.89 13.61 19.21 � N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 470# 3400 BRG LOC: 0' 0' 19' 6' ro UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN HDT-19.4 FT. Enclosed. (1991 SBC) fa • a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY A1TACIED TO THE BOTTOM CHDRO. 0 of W 4X4 2.5X4 4X4 1 .5X4 1 .5X4 7.Oo 2.5X4 (Al) 7 2215X4 IA1) f 3X6 5X6 ri nes s ji-4-0 5-8-14 9-0-4 5-8-14 p * 19-5-0 OVER 2 SUPPORTS * R-1229tF R- 3.50' R-1096# W- 3.50' PI-T. TYP.-ALPINE SEON-- 72475 AEV 25.6.5 SCALE - 0.3750 m.pm aotOCL It1mu6T1. 11i. rFW3C114OIJ16C aa:. MOM CML .•�+ tiDDamCRIT:TPI AEF RD'�2--7£564 IHPDRTANT** � SKRIA HUK a�IAM Na NO WARNING Iv 1'WZO &W o� Q tit e7 1.7 o carinloo apps s=mum to Ilea wI1CIF1a4T1a19. mom W."fa In us-#3 at I.I. m"rKIS oeaww 43'•'4STiIJ TC LL 3D.0 PSf GATE 03/0194 F04:If 14 MELD T14 IF&W 711 COW9111,14441 F1I4 a1TW W l02 FW uwll0tw 9v:I&Form"Is 1111611a ae ; 11 t+�i 1•1 4'1 =3 C=3 "WCF4ttRUN ON was W 2M WtV. SX I MUS MN 11FIf1rfMIN."JM ab*;WILI Irr.=VEk 1a1• � :x f TC OL 7.0 PSF C'FtM6 Heu5titas2 94069023 =3 1= lith 04196 cal!""loom. f ml CON$T01111 III cam ME or cmw S N t It t AmLwal t www 1111a"40" I"AA SPIN d4C61 1Twf41s WA30 a 104s DRUM KU"M L111,1110- 1ar0aw ylt4 M4+: a111114rm,a OL 10.0 PSF K ENG FSE)1 1 MLPIN1.. C..1 M11C11pSYIN00"WAIND. $091E1g6N 4-F,CCfYAWrltpl 111.11/11"14it#11401116111.31 111x. 44 Z} ..4 . �.J' �< TOT.Lb. 47.0 PSF oIa Lei.. 19-6-0 Uro bw 1NSKIUYtl IM1401i V 4M i bl. ina1O411C0•a smolt rlxrlrsu W-WE 11nr41►Imo TRUSS f`�•.......%'`Y•,, 1 , •, TRUSS �'� 14.41.ti rw w.Ila..Kus to,et cava1a11 xnetm 14111xm 1 oalt 111.1Www 41ox ► as 1.1/.ri 1.1: ''ti'►!i E1K+ ;L'r DM.FAC. 1 .33 JPITCH 7.D/12 1x 160 r. no WLL FKT R FCt11D kv"IN my mmol mu. Caw Imo rev u1M53 camijal cu.11./L3M1. •y+11nMr• SPACING 24.0" TYPE HIPS-- 1•'7 -T1I• 11rim Plata 1141611,11.11t. iN.SMI 11 16[611 TICAT NIM 1M000 SINKIICH C 05: .83 •0275 -WILSON THIS M. PREPARED FROM C4MPUTER INPUT WOWS &-QIMENSICN51 SL MITTEO BY TRUSS 14FR. ` TOP CHORD 2x4 S0. PIWE #2 N TC X-LOC L--R: 0.29 4.10 7.78 11.72 15.40 19.21 z 807 CHORD 2X4 SO. PINE 02 N s� NESS 2X4 50. PINE 03 BC X-LOC L-R: 0.29 7.89 11.61 19.21 � N PFAYIOE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. n ; UPLIFT : 4701E 3400 N r LFP�LIF70 01 ON 17.0 PSF TOTAL DEAD LOAD. HIND SPEED-110 14PH. MEAN H67-19.9 FT. Enclosed. {1995 SOM w A A RIGID CEILING OR CONTINUOUS LATERAL BRACIMG AT 24" O.C. c MUST BE FROPEFtL.Y ATTACHED TO THE BOTTOM CHORD. 0 N EL3 4x8 4x4 1 .5X4 7.00 1.5X4 2.5x4 (Ai)� ' r.a 2.5x4 (A I) 2.5X4 5K6 u MM 1-4-4 7-8-14 4-0-4 7-8-14 1D * u o 19-6-0 OVER 2 SUPPORTS R-1238A No 3.50" R-i 1030 W- 3.50• PLT. TYP.-ALPINE SEON-- 72474 REV 16.6.5 SCALE v 0.3150 "M EtsvetrlLit PNeot3 M 7Nc. r"Lsete•twwt mpeft cue �1.Ow.y.y DESIGN CRIT:TPI REF R012--76563 #3E IMPORTAN'THN�wT a rssrotenuE FOE*W AAFlI1JG trt NLIe1 WT EAFOTlw1 ua �'G10k epi ASL c:-_ O Wf Al)OI.fol.N+sr oazw go Twm aftexFI1�A71cm a&W OwnTc.m Fea-ee BY T►1 M UOsamcm �►�•�•.y ♦ 7C LL 30.0 PSF DATE 03/10/94 L) t_.J O t� ru L-00 YO W"1K VWA 3M CW*'*%UWA NII"4eTY Of TM Foil MMTMAL SP=AL FEpWfJtl M4TIa FE ({• j i�f r� d uvtw Ca,saec Este woe rX v0A ekY. area W.17r"OW WAMaKs.W"""14mm sIOlmna, LOP TC 0. 7.0 PSF DAY16 t+Cusfiai2 9069022 L-1 C:7 cm CM7 Lob w A MCMI a MM. WPL.Y CONIGO"m 006 FALL a mm SwA"OC"Mm"t Wf W Wl Fp~ I � 3!!yc �• TM.36 MQ LMM OTKIINM LOOU W ON TNI!on=t FOS11eoN LY MiDiM oLrOM s.C11.U6. ert>,u L.o.a - � �•� 8C 0L 10.fl PSF HG-ENG FST) i"a ALPI � TJw ostia eNtatFOO M WA r MA-9.KJUM UANW a 11ETe FP0WtY LTUOU QNED CE[L 04•-LM %ra�`i; '` •Rte+ T0].LII. .47.0 PSF 0/A LEN. 19-6-0 �:7 r�,tc O WFtri.WAPK MMILE F14YMCW is NCO f T•:. A1.04PIM't At,6K TE"FAL IFTAIE PHis1s3 FLi{� Cg'-.OQtD�Ff�t! '/ N� TRUSS sul ON Tan trwi.r.U.Ls"To lie comp4mir ceF.rcTeaToa cmvmu whlculw FLMW.-+oft+rlr 1NIS 1sy?,pY�[IE�w'p•J� D'VA.FAC. 1 .33 PITCH 7 .0 12 M 7tt MO&OLL 101 e!It0.1[O UPM 10 W WWWX"{T, cttStMl 10 1K 1#4ftl CKCIVv(CL.n•tinW I f SPlLCING 24.C' TYPE HIPS-- 1 1 ") -7 1-1 t-=. C:.� K-_1PI•ICA"VLATI 1tS131VTE sm. i9M NATIONAL 16 GtT Qt FW NeOO GVtS7�Fl.'-130'. C JOB B4 -0275--WILSON THIS DNS. PREPARED FROM COMPUTER INPUT tLOADS 9 DIMENSIONS SUBMITTED BY TRUSS MFR. ` 70P CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 5.11 9.75 14.39 19.21 = BOT CHORD 2X4 SO. PINE #2 N 0 WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 9.75 19.21 c PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. � UPLIFT : 400# 280# o k UPLIFT BASED ON 017.0 PSF TOTAL DEAD LOAD. WIND � SPEED-110 MPK. MEAN HST-15.0 FT. Enclosed. (1991 SSC) m a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" C.C. c MUST BE PROPERLY AITACHED TO THE BOT%N CHORD. 0 N 4X4 . 1 7.00 1 .5X4 i .5XA 2.5X4 (A1) 7. 2.5X4 IAA) t 5X6 N O * 0-4-D 9-9�0 9-9-0 •' 19-" OVES 2 SUPPORTS * R-10050 w- 3.50' R-e89# W- 3.'30' P:-T. TYP.-ALPINE S£ON-- 72473 REV 15.6.5 SCALE - 0.3750, AWIN 041MMO leeeuc L nc.1 rwrsus umaumlt E/irEOE uae DESIGN CAIT:TPI FEF 8412--76562 � L=t L= **IMPORTANT**lYLm we 66 as"ou c gra am WARNING nm fuaur 04ccnw 160 ,,•��tOh$"`� r_.4 �� » .-, rcv9a1mp9 faolm T«I1 msrwmM-won 6fe0Alydaom a m v .�.s..,.-"w,.c we wm a63�, � '�8� Tc LL 3D.0 PSF GATE 03/10/94 r_, c� F41L%�E 7F 0UU9 TK 1Rr96 LM CWGVAM3 II11 06TU 0 PI FGA A oaTrova rKcu�nwwrm 10141346 a :`'• ' -4 r_7 0 w1r6 c.uEcl9w 4P!MAO:W 7NAL 2Ral.t1E8L midTI{6 uT1 tFynElo4n.MLE"tl(1fA175E 9wT4ME0 T1f , tt iii TC DL 7.0 PSF DRNO HCUSfbOl2 saasnD2i 7 r=3 O G7 aus 90 L!K1►T"MM.Oftf 0 0 04197 004 b 6460-FAM of Q•00 Sm"R LAWA06LLI 9FRiM U94 fa0rF1 � N } Hc-ENs FSO LPI a r�&W VIUM Mt.w43f6 LOC OW W It"MUHL fOMM Ly a7TJWi6 KvwWo osa'V 1 ON Yr oaro j.z F7C M 10.d PsF « raa 1%R 01our a 770. IN c 1011-►.ovum 67 110 911 0 10 6 WIN MWllt.f NLOep 16X714 crit."—Y6 i*o: i TOT.m. 47.0 PSF 0/A LEN. TRUSS o Wtf9m10 r�FLwteL6 warletcAs a rob t 716.w t4p71tE9 s wrltt Teraluw 4►roare vr11970 1p1 a y VV:.Wi�fl!'. v, GrIL w rums camcw ap"ma w im towo wT pE4pm wsc «+,4.LL 3FKw 160 ru.•v1.4rar v T11c6 !r t�• OlA2.Fac. 1.33 PI T{ i 7.0/12 c iu.uar. +4o 46...4 WT K atuo 11co41 9"a0t suer+tear. 967Lo11 m/It 1610--ttap�lu/410,-446 ltu, �°% 7 Ek `.� : ::' `=� ` ' r' •_.rr .40MOL11!Iteal WTI, No-7961 0e110LL 714 inct" tm17NIon feeoaWASM. mu � a $PacING 2d.0- TYPE C�W9N-- 08: .B5 --3275---WILSON THIS 996. PREPAREO FROM COMPUTER ENPUT LOADS & DIMENSIONS1 SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SO. PINE #2 N TC X-LOC L-R: 0.29 4.73 9.04 10.46 14.77 19.21 z BOT CHORD 2x4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 9.15 10.35 19.21 c U) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICATEO. � LPLIFT : 4000 2901# ■ .. UOLLFT BASED ON 17.0 1PEF 6TOTAL DEAD LOAD. WINO w SPEED-110 NPH. MEAN HGT-15.0 FT. Enclosed. (1991 SBC] [� s A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. d MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a. to a N O 4X8 4X4 CB- 7.00 1 ■5X4 1 .5X4 2.5X4 (A1I 7. 2.5X4 (AI) 5X6 2.5X4 1-4-0 9-0-0 -6-0 9-0-0 * 19-6-0 OYER 2 SUPPORTS- "OEM! * R-10050 N- 3.50' R-889# N- 3.50' �---s PLT. TYP.-ALPINE QN-- 7247g REV 15.6.5 SCALE - 0.3750 ALnM 91409M eo PVQVXrx ZW— rtuccts aEMOV L419LI r CAW ��.d^•••""■+.,�. DESIGN CRIT:TPI REF 8012--7656'1 t:J t::i L J � o I*IMPORTANT**SWUM a tmrarsuu rmt Nx RAMINE6 m "Lot iri awerta■ e•u • t I 1 - r� xYrarwt s.oM rata oBuw w Trsa trp�tFtpt/1W� 0%&W IOMNS.988 rrtowt eY rWr SEf rut51 11 � �►:r' of TC LL 30.0 PSF DATE 03/10/94 t t i t:� (X9404 16 WILD iK MW W CaiartaNO!aon QX=l jr(TM r0l AM31[tri[SrKCJLL ter a,4 0l IIIIU1116 n r t t r r•.r t._3 RLPUt tags=raM Ni ON or agar 04x, DrUt,.Ii3 W(pit aAtrrwlt. uaasc onftr:a IUACost rut a x= TC DL 7.0 PSF DRW6 HCUSM12 9A0690n E.1 L.r r�r � 1.7 aYt ra 16 VCs(46 tgm. .Ptir CO..lrr"w oroc ram or DOM t.lE to LLl PALL b.ar7t►rnw www 1.1 A(.i"I N 0 1"m ago UCC oQQWW[panto art Uw� rasrgat Lr trrwcv(-wua urn+.Ew. bona tug = 77 ■ t ac OL 10.0 PSF HC—ETIG FSO owCICTOM PER ower■m M IN 9 Wfi f.MUM lirArmtas rut(ro��rtrw'n a3610�rturrc- sFr ��{,y �V} i TOT-Lo- 47.0' PSF O/A LEN. 19-6-0 t t TRUSS o casuon w+arLwtu motr3t�at cr 3a c tq3.u IiDUfp1 C aawr tw.ax rvoe<3i ;v:rou sw PtaYEa _... c IAN :cu w rwb c�■rtra r.�s>n w wa r:asrwaY owtncn■ow oft"LL aw�>At tc+r fwcr:».w cow:r a+3s ya wlgto pWoiE gat° DtJR.FAC. 1 .33 PITCH 7.0/12 lY alt. 4O iq.l■-r!�rA VO.IN■w srrlM K41 bsm W..l WAG ttCEl"I ryR(r■rtrN �•ulw.M�r• ' ' c'' r' ..•r►t• tT ttrre 3owE s•et[rrurto■rw■rx.o x+a>a cr[o, SPACING 24.0' TYPE. HIPS-- 468: .86 ■0275 -WILSON THIS 13WG. PREPARED FROM COMPUTER INPUT LOADS G D HENSIONS SUBMITTED BY TRUSS NFA. ` TOP CHOR7 2X4 SO. PINE SS, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.73 7.04 12.48 15.77 19.21 = BOT CHOR3 2X4 SO. PINE #2 N NE83 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 7.15 12.35 19.2! c N : Tl-2X4 SO. PIN£ #2 N PROVIDE UPLIFT CONNECTIONS AT EEARINGS AS INDICATED. c UPLIFT : 7104 71of BRG LOC: 0' 04 i9l 60 cy UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. WINO SPEED-f10 RPH, MEAN HGT-15.0 FT. Enclosed. {1991 SBC1 co a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. c MY BE PROPERLY ATTACHED TO THE $OTTOR CHORD. a8 THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. NJ 4X6 4X4 1.5X4 1 .5X4 3X6 (A 1) 3X6(A i) 7.00 7.00 4X4 5X6 o � a>� (s-4-0 7-0-0 7-0-0 1-4-0 w E m W� 19-6-0 OVER 2 SUPPORTS R-1939# W- 3.50' R-1937# W- 3.50" PLT. TYP.- LPIHE SEON-- 7ZA71 REY 15.6.5 SCALE - 0.3750 +LnteeNacrayss prowoR IIC. rocsire4aaucea eswwe cane c,,•+'•••••,,,ti DESIGN CRIT:TPI FEF 8012--76560 r.a � a e-a o e� X�tYMPORTANTx*swu eoT sa ttesrotolatt tit are AFINING tN NctacltIs. encruu aro •�'"` agwtcw faw uns COMM w vesa sxslsmc.Tlcrs. a aw tweuG.see n"I at rot see un ssstw t� ��ION 8 ±�. Tlf '� TC LL 30.0 PSF OATS 03/1{)I9Q c=W a O O rI tUAl 40 Wife TK VWW IN 1'Afe1M)"IM ogM!!TrI p4R=ITI0Y►L cF�1CIJ.t#r74tkQJ1 iFlICIIt K Q` to 7.O P5sf Ne mquoa 9somezr c_I a art � un.c ca.cxrew a�wape or aeba cur.eWcex tFltraus aacl wl�.n.uisms or.etwtsr tcolulea arca �.t ire� TC OL r_I C7 O CI +ova 0'.;except as mica.+w6T woomuos W rAo.NCC or C+rtio OtaaL d L;4DuLLT sntaa rtTr o"ooita t� ALPIN o rw.cs.N�"LEN arrtIsrtstt tQWfA EN A¢s I1514K Fascrtar t.T crrtaeo-1.00210 5"Isw"a. OTT."o.o.0 � e � ;.� 8C OL 10.0 PSF HC-ENG eUNECIM 00 pan">w. tse a uaaf. 343%waTLAo1POS wTa 4aePei4 carrwtas awls e[Tttts—ste i+►„� t TOT,L@. 47.0 PSF O/A LEN. 19-6-0 �� C=3 Inr rnoPtsutu rgrwtslaes 7F sos a roe_a+I EMCtAffA i a�ntsE TEWt]!ee ecdATt uittsu Fa P"It TRUSSscup w Two cc""muss To Isar mposul owo cNou owjaLL MK=Ttw fluwlsr a tophi 11Hs4�l�i�� DUR.FAC. 1.33 PITCH 7.0/'12 7n 014t, a1MLL MN t KUeo~IN Aw Guam VAX. COME TK T94iC 9W7 errOWl Gr Ma r. ' `'W �� CM C= C� C� ,—TR-o T 'M C 16YET Tt 16N w FtWISO IM r00091iRTrrC1WN �l" N SETBACK 7'.0" TYPE HIPS-- OB: Cl. 0275 —WILSON THIS DWG. PREP PED FROM COMPUTER INPUT tLOADS S 01MENSIONS SUBMITTED BY TRUSS MFR. ` TOP CHORD 2X4 SO. PINE 12 Dense TC X-LOC L-R: 0.29 5.37 9.75 14.12 19.21 = 60T CHORC 2X8 SO. PIN£ F1 Dense WEBS 2X4 SO- PIKE 03 BC X-LOC L-RC 0.29 4.50 8.00 11.50 15.00 19.21 c BEARING BLOCKS-SANE GRADE AND SIZE AS OWING MEMBER PROVIDE UPLIFT CONNECTIONS AT BEARINGS'i AS INOICATEO. m ORB LOC 1 00-00-00: 1 BLOCK 120 LONG - 11 16d NAILWGLOCK UPLIFT : 1550P 1550# BRG LOC 2 19-06-00: 1 BLOCK 12- LONG - 11 166 MAIWSLOCK SRO LOC: 0` 0' 191 6' n, UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. WIND SPEED-iiO KPH. MEAN HM-15.0 FT. Enclosed. (1991 SOC) :o A A RIGID CEILING OR COMINUOUS LATERAL BRACING AT 24" O.C. o RUST BE PROPF.BE.Y ATTACHED TO THE BOTT014 CHORD. �+ THIS GIRDER HAS SEEM DESIGNED TO SUPPORT: � FRO9 ONE SIOE--19' 6" OF SPAN FRAMING TO THE SOT CHORD OPPOSITE SIDE-- 2` 00 Q' SPAN FRAMING TO THE TC/8C SPLIT GIVING A TC LOAD OF 74 PLF ANO A BC LOAD OF 424 PLF 6X6 7.00 .• 7.00 C 3x7 3x7 4X5 W) 3X5 (A3) 1 4X5 (A3� 3X30 8X8 8X8 i0XZ0 4X5 (A3) ww a � N 9-9-0 9-9-D i0 19-5-0 OVER 2 SUPPORTS R-X47140 W- 3.50" Ra4714! W- 3.50' PLT. TYP.—ALPINE SEON-- 72470 AEV 15.6.5 SCALE 0.3750 .4ucum P '99'" ►JpR Cr awa NI. O. .'s P4NIlL[ Pf TPNIF C/pT as+•�••.. 1*IKPORTANT**rrMlcaT n aeramau ca P/IT ARNING TN .allm lwi u�I:llw aw a+�jySU�I E"'+tip QE6IGN CRIT:TPI REF FT012'-"7$559 1 7 rz c: _1 r= C= ocrnna+rPON MSS onaw 011317E 5r1NWICATTOM ar&W wccllrc. SEE KID-%J Of IN SEL Ilos amful 4`}�f��l'r?`�e�a*t TC LL 30.D pSF OLTE 03/10/94 ..1AA BINK 90 GUXQ UE VMS IN 0004 i101 Z IMN OUN 10 TPI FON W19LOW�LseECJK r-epua T bwalc m c:I ALP INC L0rE67 ft IAN PAN OF 2PiA G4.Y.sTIEL,IITrrrc ASTM w¢Tipirit uNlsa aTPF-W-SE I'MCAIM kV . � TG OL 7.0 PSF Onw(; ticusnoia 94mgm r-1 Hu P A 500"A!MUM.AmLl Gape vm m MOI r&m OK Coro in"Of%hTgP6%UV WLCNO wTN P.ovara TPUSS uo IMOOS OUSMUK/OWW oN TAM QEUQ(000300 Lr MADd PL-MOD frgAMI.O, aolTa.Cr m / • BC OL JO.0 PSF HC—EMCT JPCGr4aicru%Ks GUIR s 330. 00 O laor.-P. oWMA s1NOAM NnN POOMPLY.TT"ED w'w TA 7t Tui--sce �' O 7 TOT.LD. 47.0 PSF A LEN. 19-6-0 T� cascw a/APP.1pA171 Raar3asals aF roc a 17n.AJP WSNFDilG ttnr+E 1ro+vcat+�aTc t fuser so7lim-dr41 ' DUp.FAC. 1.33 ITCH 7.0/12 %A w T"37 Mou"o ow- To rA eowOCN(GVRTGO►iR[ aN ALL LMLMT3W. FUR111.A cvr x nu 6Y�?�a• . r.1 C;-7 C= r—� rN Qtr. YO M.tLL iq1 O!ItLsm ON"7:N 1Nr Ou"1mv. c"Jam 70 TrE UL"ro"I mu CDI.TNW67. W,rT4.Mrx, a-7RT PUll 712911TUX, NOB- Tt SIwd SPACING SEE ABOVE ITYPE GOMN-- 100: .C2 =0 75 -WILSON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. ` TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 5.11 9.7E 14.39 19.2i = BOT CHDRO 2X4 SO. PINE 02 N r, WEBS 2X4 50. PINE #3 BC X-LOC L-R: 0.29 9.75 19.21 c N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m UPLIFT : 4000 400# T7 BRG LOC: 0' 0' 19' 6' N UPLIFT BASED ON 17.0 PSF TOTAL OEAO LOAD. WIM SPEED-110 MPH. MEAN[ NGT-15.0 FT. EnClose6. (1991 SBC) to a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. °f 0 µ W 4x4 C' I AM 1 .5X4 2.5X4 EAU 7.00 7.00 2 .5X4 (A I) , 5X5 a � u 19-6-0 OVER 2 SUPPORTS * Rt 100'54 M• 3.50' R-10054 4t- 3.54` PLT. TYP.-ALPINE SEON-- 72469 REV 15.6.5 SCALE - 8.3750 ra u r� 111 0 o ur71e E1i�a r�m loc. fAussm•�°E(TTwe Usl[ N""""' DESIGN CpIT:TPI REF' AO i2--76558 **IMPORTANT**�mT■�BTlg au rotAw ARMING 1a 6"CU'a EMIUl 1=a �'- lose AR _ o ;FvtaTtpctba tfl{!00Li1r a MEViCIFiCt710rtiMIIrMwttnK. iciIw-a1 a�w:.scr T-mOt9rL11 �f''a• •' TC LL 30.0 PSF DATE O3/10194 e-Te '4&Wc Ts 11144 TK tlw M VoWerISUAW W1r 070 W Tri rerl Linirlw6caK09U 11e44AW-01 ewwlo Ile 4' `�9tt -.,Ap% 0 1la]IE sols¢ms u+E WOE a pat iALr.SUM a:erl)a UM aaleaelxs.lr M UKWCle Tlatruca fur ; lti �'�'sTC OL 7•0 PSF DRWG HCUSS012 94069016 � a4T6 DR t LIUK A tram.A tv CNAMMINITO SUM rsc Q CHM Brill Kl JEMU Y Intl£!i[1111sla'y4a . 'x BC OL 1 .O PSF HCENt1 FSO 1 UUM 1111�mllcw�aerAIN a 15"armor PW"I T tr nrwEo n-40011"ILIFI uc. swtgl tpw.l }•_- fwCalot"x11111 M M M i qW.P.OMM MAMOM MTN pbk^g if�14pi0 YIt1Y 411 DiQ • DUYL'y i' a slual rias qio i�rJorolF,sc mpwm Saw oarrat�1laTTwuilvi• �-cwr�or�r.s �tti'�-y T07.LCI. 47.O PSF OlA LEN. 19- -(}LJa is VAI. +W srIKA 031 m aelleo U-011 1R An aftem"I seslOrf m T.e+ane treat.'pl,cvaTr rr �kl• OUR.FAC. 1.33 PITCI"'{ 7.0/12 MAN.L1TT p"T"ifty, -pot IastpaaL Dole's neessec"Jov 1103 au01 3)-x1alX1— SPACING 24.0' ITYPE COMM-- JOS: C3 =0275 -WILSON THIS QNS. PREPARED FROM COMPUTER INPUT fLOADS & DIMENSIONS) SUBMITTED aY TRUSS HFR. TOP MORO 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 3.75 5.75 7.75 9.75 11.75 13.75 DOT CHORD 2X4 SO. PINE #2 N 15.76 19.21 � WEBS 2X4 SO. PINE #3 BC X-LOC L-Ft 0.23 3.75 5.75 7.75 9.75 11.75 13.75 c 15.75 19.21 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 5301 5300 A RIGID CEILING OR CONTINUOUS LATERAL. BANDING AT 24" O.C. BRG LOC: D. 0" 19' 6' MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. &A UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. WIND SPEEDa110 f4PH. MEAN HGT-15.0 FT. EGclosL-a. (i9g1 SSC) THE MIIOgG OESLGHER IS REW MSIBLE FOR THE GABLE SN M WALL DESYGN. is CEILIND AND ROOF SNFANIMO DIAf4HRA61M CONNECTIONS, AND ALL TRUSS TO a GABLE WILL SUPPORT UP TO 1'3' OVERHANG ALONG THE TROP CNORD. REFER WALL CONNECTIONS. C> TO A106/8-PLY" FOR $RACING OF YWICALS. GABLE BD HAS BEEN w DESIGNER TO TRANSFER ALL'HORI20HTILL. WIND LOADS INTO THE CEILING AND RWF SWATHING DIAPHRAGMS. TIE COMNMTIONS AND OESIGN OF v TRESE SYSTEM ARE THE RE'SPONSIKLITY OF THE BUILDING DESIGNER. NOTE: THE FRONT FACE OF THIS GABLE IS DESIGMEfl TO SUPPORT NO LOAD. 4x4 2.5x4 2.5x4 2.5X4 2.5x4 2.5X4 2.5X4 7.00 7.00 2.5X4 (A 1) 2.5x4 (AV 1 .5X4 2.5X4 2.5X4 3X6 2.5X4 2.5X4 5X4 h t� in L1-4-0 9-9-0 9-9_0 1-4-0 w � R-13390 W- 3.50' 59-6-G OVER 2 SUPPORTS R-133Sf W- 3.50' h ^� PLT. T`!P.-ALPINE SFON--- 72468 REV 15.6.5 SCALE - 0.3750 nolle oal.acw0 awomm 3.c. !' oa + auscti MUInC WNW LRIe -w-""%4 MSIGM CRIT•TPI REF RD i2--76557 *HINPORTANT M ��„�,�aemavalett IOR."IT ARNING w tla.aar mcum L !oOA 0. ro T,-&J F640 IRIS KS404 ae TWW WWTF:CITLDIi. Li WIT cwcslc. 9[t 400 62 eT T-1 aec IMS onset �` r-'' � -,-&J .ro TC LL 30.0 PSF DATE 03110/94 �.r STf I= ALP %HE 10 Babe TIE 1J$S*W Ir CC86t fi f. fl IN QSTNEET 3Y IPI W WTI. ESS OTK N qD etiTM iE @ ��• TC DL 7.0 PSF OAWG NOJSR012 54059017 O d ALP HE CT7IEYTaUs JF NIKE W 2iRl64Lt. sIEiR 1EETIIG USY� "UMEIEpTS. IteEia eTIEI.115F IIO(C/Iwl W �• � }� ��f e3 o +aas ca A.cAm-r as n9n. awn anww ooc To mica mm or wao wu u uTcnau r c"acc"IfM oRUM JEl SC DL 10.0 PSF HC-£NG ra ALPINE � TPaes/.Ovlt[aa DINNIY LWAINO w T.asluaTRlt PCWVXa Lr ATUCIED R06DW e#e�e.RIAC, want c.oae i •c c,l v wraylws vaw DwlftRiS iaa. Lao a teDt-f acs tell sxowa nl«•m.e.tTanarNEtt PoalD"RUG•-we .�: TOT.LO. 47.0 PSF O!A LEN. 19 6"0 TRUSS 101wom ut.IttctBu PorlstONS OF M i u7. w Rolm I+•s WIDE rgcmxt MAIII SrlbAL FS!•IcPE■ �y�,`-.0 ! SE+aa IV s�.au�T ul��cm�urou c rTOT�.e��r�e D�esxaN rD I�le�wuw a tclicu A,Coot 01 T� E�S;''� DuR.FAC. 1 .33 PITCH (1 7.D/12 `,.D/120 I.1 r:J 1:=7 G7 {a E_ ...1oI•TPUS&RAC IaST MUTE, ta)s.taps musauL atsicu vmcirIcavtos foo moo:wovw7Tmn ~•w'rr" SPACING TYPE COHN_- 108' 01 =0275 -NILSON THIS DWG. PREPARED FROM COWUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFA. TDR CHOM 2 X4 SO. PIN #2 N TC X-LOC L-R: 0.29 4.33 6.33 8.33 12.37 BOT CHOAD ZX4 SO. PINE #2 N WEBS 2X4 50. PINE #3 SC X-LOC L-R: 0.29 4.33 6.33 8.33 12.37 c w PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 4000 400# BRG LOC: 0' 0' 12' 8' UPLIFT BASED ON 17.0 PSF TOTAL OEAD LOAD. WIND SPEED-110 KPH. MEAN NGT-15.0 FT. EnClased. li991 SBC) m a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. o MUST BE PROPERLY ATCACHED TO THE BOTTOM CKOAD. a la 0 CR 4x4 Dj 2.5x4 2.5x4 7.00 7.00 2.5X4 (AV 2.5x4 (Al) 1 .5X4 3X6 1 .5X4 1-4-0 6-4-0 6-4-0 1-4-0 u "a 12-8-0 OVER 2 SUPPORTS C,Em R�911,Y N- 3.30 R-9110 K- 3.50' Em PLT. TYP.-ALPINE SEON-- 72467 RiEV 15-6.5 AL - 0.5000 =l1ZN erow4m4a vro0lM Tat. TA WAM pmtle Up=caoe .qun�„ c'3 �' �-' �' o C= IMPMTAN'F**a,aimotmaa+oNsumrawuu WARNING lr r.wu,c. D*WLA no '" '"� 4f SIGN CAIT:TPI AEF 8012-^7fi556 C3 C= a c= r= 0Er3.UWN aax mll oavw or tK33t WW=nur1oa a wa rruw.su 4C@-W of TPI cor nas occ+a a+��r ,�p� TC LL 30-.0 PSfi OATS 03/10194 .1 Cl= o t= f&uu* to w"TIE um Ik COFOWANN M1M WOO u W4 "O r hms AL v= "rlr44l1 l 43usua rm '11!`� =� o r= x►nt COMMM3lK AN MAG=4f 00 wx,uea"Mmo MW 091nmrr=.uwrM al«twne I&MrArM wo � ► + s TC DL 7.0 P8F DRNS mum a o4amto • Zs ■ -� r—�- T n cM „as Ora 31Q0T AS a4T®.-CC a0 014" rA=AM MT 0r 060"LVA CMM Ye MON SLA/N19E=MIM C44M • 3 3 ac DL 10.0 PSP HC—ENG PI � �•o rl.s4 0ult.u34c wumo w wsa Aazai nopna0 of,racwcs r3.woo=s,ca3wlr. ucrull caro = •C3naeSllR o 9"vlm,ytftlolaATOT.L©. 47.0 PSF 0/A LEN. I2-8-0 l , .._ RUSS _ s3u w Tm Doom smin m-w covoialr wbie JJ wm wrlau 3oR uuw "ima o,mor rw IY(s �(�<�E,♦,� �1.PAC. 1.33 [PITCH 7.0/1 t ,•, 1�; r_7 Ci l7 10 FAY, uo s.14.A rol!C 43z7e43rall III alr psrc4=AT oessn 30 LIE R48 l,ttTur.M14aCIP a.r .. .. rn.Tn43a wave 3N,Te. "M•1403 R&TT4tld 3if.SUM 4,eevtcAlTa,el,.rae4 amsrd oT3e, SPACING 3C.0' TYPE COHN-- C 09. .02 -0275 -NILSON TKIS DN P FARED FROM CMUT'ER INPUT OROS S 01MENSION31 SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-A: 0.29 5.33 12.37 s BOT CHORD 2X4 90. PINE #2 N L1 WEBS 2X4 SO. PINE #3 SC X-LOC L-A: 0.29 5.33 12.37 c PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. v UPLIFT • 4004 400f BRG LOC; 0' 04 i2r 8O 1.PLIFT BASED ON 17.0 P'SF TOTAL DEAD LOAD. WIND SPEED-110 HPH, MEAN HO-15.0 FT. Enclosed. {1991 SBC} tp a A RICIO CEILING OR CONTINUOUS LATERAL, BRACING AT 24" O.C. o MUST-BE PAOPERLY ATTACHED TO THE BOTTOM CHORD. to _o a 4X4 a 7.400 7.00 2 .5X4 (Ai) 2.5X4{Al) , 1 .5X4 i 1-4-0 6-4-06-4-0 1-4-0 to 12-6-0 OVER 2 SUPPORTS s 9-911f W- 3.56' R-911f N- 3.50' PLT. TYP.-ALPINE SEON-- 72486 REV 15.6.5 SCALE - 0.5000 alp"tasttJeeaw MI M=S. s1C. muses1�e6ftLle vault cmq �" �Jw OESIGN CRIT:TPI REF A012-76555 L_l C_j C.J 9..:� cm c� *�E I MP 0RTANT***WL am K a�aLS sal wt AMI N6 ru I;c outa, Oter3+4 6116r•"�i6w1ON Qp_ E' L:.1 c. •� c� o )E+UtICrJ Flml ALA agiW M TIBE ei0CteltlLTtte6 a u1r 7aLLtwG.sec w st In scc ,tn.aceta.! +1'eL�'.:lrf`:'*V TC Ll �'. PSf DATE 03/10194 C:3 r, =16tLUFE to esrLa TIE twine m COMORIeact lura acme lIT err raR lmrnaaL ttsEcw.LYtyalEus rr+terlaCyt o LLP114 Utt iSTOai ase■La¢as 20k aety. Sr@e1L WELr"App U0001re. Y1tESS 011W"Ist cw1CAT1a, tan =. rr 681 x= TC OL 7.0 f 3f Ow ►iCu9R012 94a69oi' a o L..o w a eaooT a Linen. 1Pt1.Y m O CDM= M of#4011 OF 0,111110,111110,11111FAg 6""K LAaL(AM.=At T.wrssa = N P LIMEz= tR16s5,w t tTss aletlnse tauM w n1ls 0=0% PM11 W Lr ATACM KNOW dM6111" sorrai C04M t►; BC OL 10.0 PSF HC—ENG 'T«1O"s'EaOWN"im 16e 1:16o1L-s. tEWW u+motaos LnTr aarnaLr 43111613,911.ism oLJL 110-ltte t�C O TOT_LI). 47.0 PSF 0/A LIEN. 12-8-0 :AftM 1110KIM"O W]SUM OF M[WL tW Bei9WR'S "St TtOMM tipOrL MJ1111 FORt+gFt� TRUSS _ r� ap1C 4b INX cawsa oftns 70 Sit;C"10 lr owmua um GRmLtt.L"LM118A rL4".6H s cw(v 1111k `�. !' a M�`' 011R.FAC. 1.33 PITCH 7.OI 12 IN 4.164 1668 sdLL ear m PCL UPON Iw Jtv1 O 44A VXV COOG11 to rE 0014W AMCtl%.e1a.1.OL11• SPACING 32.0' TYPE CdMN-- f_7 ^i MIN r (t MS- t tit? rle L UES174 511Mt1101*101 aUCU U/L.INIt;r1RJ < JOB: .E2 -0275 -WILSON THIS DWG. PREPARED FROM COMPUTER INPUT ALOADS & DIMENSIONS SUBMITTED BY TRUSS WR. TOP CHORD 2X4 SO, PINE iL2 N TC X-LOC L-FI: 0.29 4.00 7.71 BOT CHORD 2X4 SO. PINE #2 N c� WEBS 2X4 SO. PINE 03 BC X-LOC L-R: 0.29 4.00 7.71 c ir! PROVIDE UPLIFT CONNECTIONS AT BEARIN65 AS INDICATED. a UPLIFT : 2400 2400 � 7 ■ ■ r t-► UPLIFT BASED ON 017.0 PSF TOTAL DEAD LOAD. NANO nT SPEED-110 t". MEAN HGT■15.0 FT. Enclosed. {1991 SBC) s A AIGIO CEILIFiG OR CONTINUOUS LATERAL BRACING AT 24" O.C. o MUST BE PROPERLY ATTACKED TO THE 80TrGM CHORD. a+ e 0 Y J6 V 4X4 O-) 7.00 7.04 2.5WA 1I �:`�•�2.5X4 (A 1) 1 .5X4 1--0-0 4-U-0 4-G-0 1-4-0 e-0--0 OVER 2 SUPPORTS * R-4540 W- 3.50" R-4549 W- 3.50• PON PLT. TYP.-ALPINE SFQU-- 72464 REV 15 6.5 SCALE - 0.5000 JIJRNC lWlrEYTaO �°°qui' IFL• Twinal Www fnam Gam! NN"� +' DESIGN CRIT:701 REF 8012--76554 r� a c■ o r= *114P0RTANT*K srw.L Oar ae as�plOIBU ror Lw KARNING to "Milc. lwcuiu 4a0 .+'tij0J1 "'�. c� a c� rsrytliW rant WA p6iW oa TIiC fCOC7iygTtgq Co,AW rnuuc.me 7■agr ar vt ut ails w ur �.-' ' B�t�E� TC LL 30.0 PSF DtTE 03110/94 L;T �� O O ruuNe To sYTco T74 rum!N cowwwp L'r emu cam h tro !af 60olTt0ual araG1li■pN■LtpiT sKFiI10 Rf T_ a o "nit coratclo06 N4 cA=v aM MU-1.VUL W-UINS4TM 4KNI 11. guess or twls0 1103Cittq rca 7C DL 7.0 PSF ORwG HcusAtaf2 9<a690fA L a t a ro cm u■s P A EMPT LS HWEO.ABLY E*N@GTM TO ETM FAM Or 940 O taL k L&Wuav[a m'n To"am .•. K 34 L X 1 BC � 10.0 pSF MC-EAIG FSI} t l �lLPI N q IJuss uo cause m■Ewm Lamm ow uac UMUK amnu Lf guars PLwoao swATK14 =T=asm ; tcsroas+cw oomwal W !w t sset4a.pRtfir st■■iAtOi aTr aa0■plr lTfi0ir0 acro¢Tura--scs s A°. L., o 1;www w^-ft "La Flunwna w 40a a WL M■c.oucs■•c &Low smwtal voLn IV31911 .ot■wwEa ��ro}'�•` TOT.LD. 47.4 P9F OfA LEN. 8-0-0 i,; TausS sru al To"trwwp.KMS"Be COMM won on 4IMML A"Llca ka fwa w■A.""rr uas s,�iq tit►�E.a°`' OUR.FAC. 1.33 PITCH 7.0�12 is ar f. ua&MA!oT s!aeucp LMM ar Aw pnen lay. sm w To w�.uss eftcruu urn■Lrai. y.. tD ,ate SPACING 24.0' TYPE COMN-- I —v7-rv&w-Laic zwsnxuyL Ma-im rua ioiwL awat inciFsel am rc"coo■marnolicoc J F1 -0275 -WILSON THiS DWG. PREPARED FROM COMPUTER INPUT (LOADS Li OIHENSIONS SUBMITTED ay T S MFR TOP CHORD 2X4 SO. PINE #2 N T. X-LDC L-Ft 0.29 5.04 10.00 14.96 19.71 x 60T aiOPD 2X4 SO. PINE Q N WEBS 2X4 SO. PINE M3 SC X-LOC L-Ft 0.29 5.15 10,00 14.85 19.71 C PROVIDE UPLIFT COHNECTYOKS AT BEARINGS AS INDICATED. a UPLIFT ' 6200 620* o BAG LOC: 0' 0' 20' 0' UPLIFT BASED ON 17.0 PSP TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN HGT■15.0 FT, Enclosed. (1991 SBC) a A RIGID CEILING OA CONTINUOUS LATERAL BRACING AT 24" C.C. c MUST 6E PROPERLY ATTACHED TO THE BOTTOM CHORD. 03 ,o THIS i1 HIP DESIGNED TO SUPPORT 5' 0" JACKS WITH NO KESS. N 4X8 1 .5X4 4X8 7.00 7.00 3X5 W) 3X5 (A 1) i-a-o 1 b 20-0-0 OVER 2 SUPPORTS R-1659f k- 3.50' T' R-1655# Ww 3.50' PLT. TYP.-ALPINE SEON-- 72453 REV 15.6.5 SCALE - 0.3750 [[rueessw[ me r1+WWM LOC tausses a[a»a¢ursee upe ,',,,..IM.++ OR5SI6N CRET•TPI REF R012--76553 a:a LM c3 � el o **I MPQRTANT**suu az ee oes�ustnt ros Imr ARNI NG 1a a,rlacw [a[m[w sw ,.t;WDldit r.�AUZ- swrsna•saw D.n a[s[wa+tar,le cocoirreas1o11c ae wr �asaass rre Iwe-a ar r.r ser rM[sao�u. r1f r B't TC LL 3fl.4 PSF DATE fl311094 r.a 41545E w auw r.E 1MAi ail taruws[Itt 112M ospa sr rM roe loorrlaaa setW.a r[wa+e:sr 4a<afY w[ �+' �" •,�Tkr_� rsrle cewac,na w luac or tea euY.:�1E£rlrrstsrw suwoellts. 45[55 orecwxe fatluu4 rw 1 •Zs TC QL 7.0 PSF OR�IG l+Cu5H032 85969012 i:7 511!G t E4[frT l5 5L+E0, WRY:IAIlCPlM i0[i0tl FdQ[►* treRo leiu i!alllacu/iugct E[rnransu ?t Tv- r•' •+1455 a1D wsws GUISMSa torAT s c11 11#12 e[s[e1c nostrtal+ aY ATTACHES oaseros mv:4rwr+s usyKOO cam ? • } s£ 6C QL 1U.0 PSF HCEN6ouu¢clasrwm[rtsc[tae. Ito[ [snA-s.a[s[waralwloa IMPSlwcsarSO1acnroMacCrIIrw.. ur � `l r+ TOT.& 47.0 PSF ofA LEN. 20-0-0 so4ssa r/..sa.30^9 ownt3ow v wet Trt. +m mmuma••s aars.e recpinrx ww#L /Keno rer.+"a►as d Facu ca mms.aum+.IG Amnau Po rsr capomm[ imu mm ca uLL o"-m[los r"m"n rang 1i 1s[L"; t�fOo+ piJA.FitC. i.33 PITCH 7.0112 .n wif, a�3/141.1910!a[U(D AlW INJ+IY[KKA.IIY. [lSIR+ Is rK eiEss in[uxrl rilnMfLftA. SETBACK 5' 0" TYPE HIPS-- 1 —mt '17AG 0.sta gugnmra. rai•5191 alriewL D+YIVt f+ECNICarto*fOO a04D ra.RrKG.frw )S, .Fl -0275 -WILSON THIS DWG. PAEPARED FRO14 COMPUTER INPUT [LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR. TOF CMDRV 2X4 SD. PINE 02 KD 15% TC X-LOC L-R: 0.29 3.73 7.04 10.00 12.96 16.27 19.71 s 307 04DRC 2X4 SO. PINE 02 KD 0% NESS 2X4 SD. PINE #3 19X BC X-LOC 4.-R: 0.29 7.55 12.85 19.71 � PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. a UPLIFT : 7201 7201 BRG LOC: 0' D' 20' V ti UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. WIND SPEEDmISO NPK. MEAN HST-55.0 FT. Enclosed. 11991 SBC) o a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ) THIS 41 HIP DESIGNED TO SUPPORT 7' 0- JACKS WITH NO WEBS. w w 4X4 2.5X4 4X4 1.5X4 1 .5X4 4X4 (A2) 4X4 (A2) r.ao� �r,Da f 4X6 5X6 e� 7--0-0 5-0-0 7-0-0 co 20-0-0 DYER 2 SUPPORTS FI-1994# W- 3.90' A-1995# W- 3.50' PLT. TYP.-ALPINE SEON-- 7 486 REX 15.6.5 SCALE 0.3750 +w+sM e�tte�eaet taaotsTs Dc. wises neaaae txTeerc ane 'o.W �w 4� DESIGN CRIT:TPI FIEF R01 C2--76574 C-1 r e� o cm **IMPORTANT** �wT at aetrasteu rte Aw ARNING :N rwakum am"1oe um g p� O 15 6V4gin1 s,00r teat aiva oa TIiYI tOaClrsetTteri. ow�+v w.cwc tit Nn•w w rot.'a T.,.XLMR '`� ��^'"'o' ,., TC LL 30.fl PSE 4ATE a3 10/94 a=4�°r y�11Plr S q c�AALPIN r"u" To wraa Too vats 1A ewfommoAa"N oaTM aY r1 raw�omnar.ove uu.rer+sroc anrarm ri ' 7.D PSF DRwG HGWSH012 9 69033&rue cum"oft sae a m a nu sax.SIM man*slit urn.ua ld oTvmlTe I WrAla. Tor • �- TG DLc= A45 a t ercen As amen.a«rr eoiecTGM V ries rat or Osnt SWM ee&AUA 'f aw¢a Mr►Rw�,w 1tUU U Mrnst tnuut os Trac aaaat r�B MW �r sonpca rLnaoo 41EA"M as Ta+o000 -:l5lETaACK BC DL 10.D PSF HG-ENG TP aw.aia.asi.oairleet t74 tta s otow_otsloe ta+eorios M[blteDeilt r snanota t4G1a eeuu6^- £ii.. TOTlA: 47.0 PSF OIA LEN. 20-0-0 Of Tw;rm o"u"VA cowear am"tK 04 m TOWS"MO ,�"s 11 cru-;"o " 'c r � ` o r.�Ac. 1.33 PITCH 7.0/12 s,oe.r. aoo s.w►� or ee seuea waw to anT m�cn raT. aeslsc To Tose aws 6400 Me CQnwae r wu.«.w�jY' 7' 0 w TYPE RIPS-- r� c:� r� ea e a ._T rr-lz oust vmTTnne tat-soTToneL arca+t"Wric"Ten rat amo eewiimeI10D DO: .F2 -0275 -WILSON THIS DWG. PREPARE} FROM CObPUTER INPUT ALOADS 6 DIMENSIONS) SUOMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE *2 N TC X-LOC L-R: 0.24 4.73 9.04 10.96 15.27 19.71 = BUT CRUM 2X4 S0. PIKE *2 N n KESS 2X4 SO. PINE *3 6C X-LOC L-8: 0.29 9.15 10.8.5 39.71 � N PROVIDE UPLIFT CONNECTIONS AT BEALRIRGS AS INDICATED. � UPLIFT : 410# 410# ORG LOC 0' 0" 20' 0a UPLIFT BASET} ON 17.0 PSF TOTAL DEAD LOAD_ WIN[} SPEED-110 W.H. MEAN KST-15.0 FT. Enclosed. (1941 S6C) a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. o kUST BE PROPERLY ATTACHE© TO THE BOTT014 CHORD. n' m 0 a 4K8 4X4 1 1 .5X4 1.5X4 2.5X4 (At) X4 (At) 7. \ . 7.D0O f , .f 2.5X4 5X7 a €�[ Ram n C 9--0-0 1-4-0 a � ro * -- 20-0-0 OVER 2 SUPPORTS * R-1028* K- 3.50' R-1028# N- 3.50' 7l( PLT. TYP.-ALPINE SEON-- 72467 REV 15.6.5 SCALE .. 0.3750 4"K MWIMM vwpKI'S tic, uva"Rejumm 904"CARE ""'W.. DESIGN CRIT:TPI R=F 8012--76575 ca r= cm o o cT MIMP0RTAN1**uaLLNor s 1250 ifu rW amv WNING iu osmwr. EaEurm w� UxON� �y c ATRUSS TcvuTfaM IRwa twu OVIM OA THM siaEIMU1ma. a ANY NPAC c. TEE M-TI oY IDI SEE Twu MILC43 4v► + TC LL 30.0 PSF OATE 03/10 94 rmM www r�E tMpi w oar MMIL ICU KTa N fv2 fon tTDITl004 Tvcara Rialt•EUI tDlcs6 � � TC DL 7.0 PSF QHFIG HQL6R612 �o069a3a ALP:M CROWTORT AX OAK OF NTL SkS. STIM EEETIN►ASYK OIlWUn.PREF*OTrfMM JWECAIU. TW 1• Na w 4 Eanr a wlrm.APRT C ECTOM m 6rtN rue a Qqa 6,mL Te LiamiLLY OftweD a IYt..ORA 7 � ..= eC DL 10.0 PsF HC-EUG FSD :TW55 CARD TiLEfL RaErETiE taCAlsT w rws IESIaK Vasiriau a aruaa wnmco vExwruE. wlTw cloro ?cu,acmgs�q eaurun uo Ise a wi-r.ansx uruoa s U7 Ti N1DRrdCY LTUQE6 aiG1D CE ILIfII—SEE TOT.LC1. 47.0 PSF O/A LEN. 20-0-0 L s<u rcaftow afpKVMU RowRs u+Lsa ro Te ewwor oa It TET�r v.wau.wr uu>w ruaa�uu�wx I FVdais �t�IY QW.r aw UOLL no•a nc m IsEN IN ua$TWA Ilan. eeslwi Ta T1G sRwyT ZRtcncu ATMRrrOR. t��fH�,..� �a•FAC. 1 .33 r PI TCN 7.0/12 '=' �' cam, c� o SMING 24.0 TYPE HIPS-- •—lar.TPI.Oi aLtTE tMItTlirls. WX•Lai WrIgIaLL OlSlat IFECIfKATTM ruI WM9(CU$M IND C C IUB: F3 =0275 -WILSON THIS OWS. PREPARED FROM COHPUTER INPUT kGAOS 6 DIMENSIONS) SUBMITTED BY TRUSS 14FR. TOP CHOAO 2X4 SO. PINE 02 N TC X-LM L-A: 0.29 5.23 10.00 14.77 19.71 z BOT CHORD 2X4 SO. PINE 02 N � WEBS 2X4 50. PINE 03 BC X-LOC L-R: 0.29 10.00 19.71 � m PROVIDE UPLIFT CONWCTIONS AT 6EAAINGS AS INDICATED. m UPLIFT : 400f 400f o SAG LOC: 0' 0` 20' 0' N UPLIFT BASED ON 17.0 PSF TOTAL DEAD L"O. WIND SPEED■110 MPH. MEAN HGT■15.0 FT. Enclosed. 11991 SHM ro a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. v WJST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. v m yr 4X4 1 .5X4 1 .5X4 2.5X4 (A1) 12 7.00 7.00 2.5x4 (AD % :�,i5xs --0-o so-fl--0 10-D-D 1-4-0 20-0-0 OVER 2 SUPPORTS * R-10284 w= 3.50" R-1028# w- 3.50" PLT. TYP.-ALPINE SEAN-- 7248a REV 15 6.5 SCALE Q.27501 DESIGN CRIT:TPI Pr--F A012--76576 JIAIK lrpl"lfAeF ACCrICTL ITL. TAY6LHS& . 1pe IKt..rift u �, 4 o am **IMPOFiTAN-1**'$"LL wr.r.r.�o�«s.o..=r WAANITl11G IN wacoc c.r<rm�+ w �•�yLGI41l$6 C., t=k7RUSS vavrATrOp~Thmstutm a*MrVcourxnKw MAW +Kuri. Ke[Tara w 103 .cc TKIr NW94 �>��'•�If!"�ti TC LL 3D.0 P$F DATE 03/10194 L: u mitt wrotto T.e VM IN tO rM NnN NM lr Tri narworTsouu.M.rTiNWLN1 wUra.t 4 7.Q FSF DAwG NCU6R012 DICG�033 L. rpAp"mr4ctaft me NIDE OI am gut. SP.EL IEma"m waeEws,mm 4T M%f 7rirc"A Tim #. � t:Z� TC DL t r;4 Rus w A r,roe.T u Tram. ~mrcarws m e+a rra a Coo SWAM=urewKLv otwtw rcu waa[o Be DL 10.0 PSF HC-ENti FSO 15 I' r.uac tYK,OUAM KT"arww tout=ar In"Sana•# .eerTwr Lt tnauw sevKora c etuue. IoTw eao 't _ c.. cwecr"P"w.wo Tao. reoo uw-r.296""gThwums baw wmFCvAT.aop.7K74 ccrLcnr•-Li0 I� r TOT.L 47.0 PSf Q/A LEtI. e�0-0-(3 L ' SEx w ws a"ac�ft o o°A S 9 ON1 a swT Mru`Crao MW wDnuL�wLin iw i UU LS. k.i+v wcr ` Irr na r. Kw Stan L wr se+�um umw m a r once NAT. 0raio.t0 ac rums c"icut:u I�quttsnt. DUH.PAC. 1.33 PI T{iH 7.0/12 r i r t r.r e T r r-I "tiftntamuTe .e0-tspswTMALonTwrsruinr�.»awr0a.eatclud",rTat SPACING 24.9" TYPE Gomm JOB: F4 -WILSON-ROOF THIS OWG. PREPARED FROM CONPUTIER INPUT (LOADS G DIMENSIONS) UBMITTED BY TRUSS WA. TOP CHOAO 2X4 SO. PINE 02 N TC X-LOC L-R: 0.29 3.42 6.79 10.00 13.21 15.58 19.71 = BOT CHORD 2X8 SO. PINE #1 DWS8 WEBS 2X4 SO. PINE t3. EXCEPT AS SHOWN BC X-t= L-R: 0.29 3.42 4.67 7.33 10.00 12.67. 15.33 c 16.58 19.71 in :WI-2X6 90. PINE #1 ::Yt2-2X4 $0. PINE t2 N 0 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 3 COMPLETE TRUSSES REQUIRED EL=s N UPLIFT : 2400* 2874) NAILING SCHEDULE: 116d comoN vim NAILS) BRG LOC ' 0' 0" 20' 0' TOP CHORD ; 1 ROY! @ 14' O.C. UPLIFT BASSO ON 17.0 PSF TOTAL DEAD LOAD. WIND If£85 1 ROW D 4' D.C. a SPEEO-110 MP3 . MEAN HST-15.0 FT. Enc1DGOd. (1991 SBC) BOTTOM CHORD: 1 ROM[ 0 4' 0.C. a REPEAT NAILING AS EACH LAYER IS APPLIED m SPECIAL LOADS_ _ _ _ _ USE E{LML SPACIRG BETWEEN ROWS AND STAGGER tD 14 TC-Fron----0 plf at M0.00 to r-0 p1f at 7.33 NOTES (1)IW EA 1%2 DIA.ATDHAU SOLSPLTTMAYGBE SUBSTITUTED TC From 0 plf at 7.33 to 0 plf at 15.33 FDR (2) - 16d NAILS IN BOTTOM CHORD ONLY. TC From 0 Alt at 15.33 to 0 plf at 2A.D0 BC From 47 plf at0.00 to 47 plf at 7.33 A RIGID CEILING OR CONTINUOUS LATERAL &RACING AT 24" U.C. BC From 733 olf at 7.33 to 733 plf at 15.33 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.' BC From 287 plf at 15.33 to 287 plf at 20.00 BC *- 31090 Correntratw Load at 7.33 BC t 2780# Corvsentrated Load at 15.33 FLOOR DESIGN LOAD IS 55 PSF AT 1.00 DtMTIDN. 8x8 F 3XB 3X8 2.5X4 2.5X4 ' 7.00 112 7.00 91 1 4X5 {A31 4X5 {A31 ' 8X8 8X8 IOXio 8X8 2X4 05 (A3) 2X4 $ 8 4X5 (A3) d � 10-0-0 10-a-0 20-0-0 OVER 2 SUPPORTS R-74631 W- 3.50' R-88791 w• 3.50" PLT. TYP.-ALPINE SEON-- 72495 REV 15.6.5 SCALE - 0.2500 AArnt ENSIWARN INO011CTN. a+e. "sus RErYnae ersNe4E calve � ,w DESIGN CRIT:TPI REF 8012---76630 C.7 ra - - G O *IMPORTANT**SI1LLL IDs NN aE9Pa�6=POR M11 WARNING :N 1 .lyl, EIIECTTa4 r r-.:i cm a oa" wwoun.Kc @"$-*I w N7 ecs sura USEWK U TC LL 30.0 PSF GATE 03/1(?/94 IA1LLWC 10 MILD TM 1N C01e4Na f=11211 OSM!T TTI 7x1 1001110'*.SPECCAL PENiL4EAf 61iAti16 TE 'TJ. ,f•� "'•�ff v c, o v 4-f gig COMM""AN woe CIF"Is WLIf.STI)L HEWN ISTN 111MM411.iSILESS OrP6 4SE T901CATEL TOP TC 0L 7.O PSF DRWG HCUSR012 94069x74 c u 9= 0 44.5 ON A uomT A3 N0>E0.APPLY WMAC1oa1 o EAC+race Of DIM SMALL At IATEN.LLY SUCCa ell.A7ONLa r' ALPIN +� WAS AMO UAL=Nlletwcts LOUTY ass IMM OMCCK Dank-33304 LY LITAbS0 0."000 64"W"G. IONTa.10GRO 410, ' BC QL 1fl.O PSF HO-ENI6 aucclans aGa OtA1I1:s sx la0 s saos.+.oacw aTAIo.NNs nn/.IovE1�Y A r.oeo nsa:1 GEILIM•-Nee TTOT.L0 + 47.O PSF O/A LEM. 20-0-0 f 3 cu� vA►OLsuwLe MO"13/013 a tm s TGs.A11 Snaslsea a AVD! IEpYgCAt Ii4A1E Vit/1S Ryt TRUSS SC1L U4 N+S3OU-9119 AtVLOESto TIE L"AMN1 OEVICT0 4M OmTULAKJCA-10M rua4su A Cd*(V Tles '.$c/� DR�� { ".FAC. 1 .33 PITCH 7.0 12 III 111A f. AMC 91ILL IqT OE FELIEO tP M4 IN ANY OT161 WAY QSUR i0 Pf ISM EAEGI7011 LOU/RAS "7' 1 i i i t. / L' A t 1 1•..1 M,.s- r.lers.LL1e TIaT11uTe. r� 3331 w.tsalut 116N?/9.[LR[CAIlOA Mol.Nom EVISIP11cp . •``+IwN�tO�..•�+' SPACLF(& SEE ABOVE TYPE COMN-- JOB: .61 =0 75 -WILSON THIS 2WO, PREPARED FROM C NPUT A INPUT DADS & DINENSI NS S BMITTEO BY TRUSS MFR. TOP CHORD 2X4 SO. PINE 02 N TC X-LOC L-R: 0.29 3.75 7,04 SOT CHORD 2X4 SO. PINE 02 N NESS 2X4 50. PINE 03 BC X-LOC L-H: 0.29 7.04 G ca PROVIDE UPLIFT COMECTIONS AT BEARINGS AS INDICATED. a UPLIFT : 2000 2000 r a r N w UPLO LIIFT08 SED ON 017.0 PSF TOTAL DEAD LOAD. WIND SPEEDwJl0 MPH. MEAN HST-IS.0 FT. Enclosed. lige! SBC) 10 a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. o MST BE PROPERLY ATTACHED TO THE BOTCON CHORD. � 10 0 K 1.5X4 1 I .5X4 ' 2.5X4 (A i 1 4-7-10 7.00 [ 2.5X4 NINN N MM 1-4-0 a 7-4-0 OVER 2 SUPPORTS --� * R:433i# W- 3.50' R-3170 9- 3.50' r PLT. TYP,-ALPINE SEON-- 72 S2 REV 15.6.5 SCALE - 0.5000 r� c:� o a= c o iEIU4PUATANT�t*Y 7LNOI aerae%�r A�fING iu wm��swp +qua e" G ONNq�'•k DESZC,h1 CF+IT:TPI REF ROi2--76552 u :a o o KegAtim omm w a o1e7eN ar vom wgrwgGOnaN. K am an"ba.ea we-es sr r•r sm wn mmw ,�'y3► �•�� ,,��ys} TC LL 3{�.0 PSF DATE 03/10/94 r—] cm O O eu71 MUM to A 4E 11=IN Clre+WSAKE WIN 0670!At IH ♦00 A077r)QUs IlWbtL PEWNEN1 14404 W L., C o o LW CIA CWECTM AW MW W 2001 MV.alas Nora_AM WW.MM.W.ess"AOR a8 owu1EQ UP t. N It tx; TC OL 7.0 PSF bl FOCll5R012 9J069011 uas 60 a brolot u NCnb.W^.r C=IKCWA to 9AW f N W tQ0 W ftL x LAUPSAlr bUM war"IMM ? N 3 r. 1 LPI o TN"a10 w"m onam7m wume eN TN7e eas=t•asnav ar amour www wccruw ""or 04" #•s BC DL.- 10.0 PSP HC-ENG FSO r i o a1°scr'^''a7r[a'A11t°a eve_ a sena-r.asses stswwa riti nn[ot r snx.cs n.so uet�w—asc '[9.L "' a TOT.Ld. 47.0 PSF IYA, LEN. 7-4—a `-' TRUSS o ssm a uc6 s�ni w*cowo.mmir semvut DLOKL 9cm R w:•F:pE. sa uar. c10 t:[tL7 a1 Be Arzlee rFON tN ur[Dares a4r. lxsees 10 t[t rNas e.ccrlC.l cearssrsw. o t ' OUA.FAC. 1.33 PITCH 7.0/12 c ::� ci o o 4..r.t-nun Kus Van hffr. roe•:ass r4fnok.c oca1iNaro VW%T79r rONK10►Ca[SIMMINr SP!`CIFtG 24.0` TYPE MDNO-- c JOB: H1 -0275 -WILSON TRIS DWS. PREPARED FROM COMPUTER I PUT ILOADS fi DIHF.N5I S SUmITTED BY TRUSS t•4=R. TCP CHMD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.25 3.33 6.37 = ' BOT CHORD 2X4 SO. PIE #2 N WEES 2X4 SO. PINE #3 BC X-LOC L-R: 0.25 3.33 6.37 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. a UPLIFT : 2201 2201E a o .. UPLIFT MED G LM ON 17.0 PSF TOTAL DEAD LOAD. MIND SPEED-110 NPH. NEAR HGTnl5.0 FT, Enclosed. 11991 SOC1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" fl.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM C10R0. Cs Q 0 d 4X4 2.5X4 (Al) 4� � 2 .5X4 (Al) 7.00 -7.00 I .5X4 la 1-4-0 3-4—D 3-4-0 1-4-0 ,ems 8-0 OVER 2 SUPPORTS h R-401,9 W- 3.55" R-401# WPP 3.50' PLT. TYP.-ALPINE SEON--- 72451 REV 15.6.5 SCALE 4.5000 ALnAeaPalcersD rwoaocn tNC. 71455[1 CtW]P[[ATKtE c1AlE ,�`ON 8w 0£SIGN CFIT:TPI SEF 8012--76''5551 ra c T C= L� La t� #*IHPORTANTNM SIULa laT ae NtsPalnatT 1911 nPr DARNING IN ki"MttL [ACTe«, w 7C LL 30.'0 PSF ATE 03/1O/g4 1� c� a� o NEvtuNon twin TML ower as*92C YEOIrtCLnaak a aw aftwv16. see NPa-Si ST W3,SEC run emu a � r1 ti d ea c o d rAtLLTe Ta aPILA TW!VAM Ia C70APaN UM RM GITS1 1T Try FOR tDUTItnAt GKCINL KI"VE11T P411,6 at e`' wit. '•� L-_, ca C� o LL PV*t:orre:TalS 04 UK ov soot SIL#.SZfCL WUISG"W KCIF W ATS. U ESS WraNfl5E ItctrOM Ta }.� �,�� TC DL 7.0 PSF R4QG _ 12 9a069D10 CM © L�IA t Elam Is w,m.APPL.T tDIS�I:TS,s m HCI.rue tr CPM SPALL It LaTEPALt r 411"D■ttN w,oteP _ } 8C DL 10 0 PSF HC--ENO FSO ALP I N e� -It era Ullt S 071150Th Lases on INIS tcSFM MIMOr tr an&*&*PL#4130 c.sa1.14 , wTWA c wme tualEcraPs Poo oPanlu,6t ua 190 a tt"-P. MWW ITtI=J= U11HPwNPRILI APT"WED 01,6,0 Ccutw--1111E 47.0 PAF Ola LEN. 6-8-0 t-1 lam] go#L9n W11MA �!MOPi5TOr8 0/NQ7 i VL w Euaaeew'S NLry4 TSCN11L17L u.puvt C7/,nq rrRf-* E• �04a`•...,rU*r 41 . TRUSS 1Ea Ca k�JLAPt w APPLIES To tw ww"K sSMtcTEDleve FOULL AVPLE01102 HAi1Ist A CAP(qF ut5 'Ltif ��aa DUR.FAC. 1.33 PITCH 7.0/12 :11 Maj. And SPALL 11107 BE AELTM Won IN AMOf"ER ntT. KSINN To TrE VAISS EMC1Ieu cowpiC A. SPACING 24.0 TYPE C{Ihil�-- ...rPC-1►nS PLafE]Wilt nos-IPSt 1rrtP1ta. 1ne.,len roe PtAO Otr4,P•xTTW J013: H2 =0275 -WILSON THIS DWG. PREPARED FROM-COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS tAFR. TOP CHORD 2X4 SO. PINE i2 N TC X-LOC L-A: 0.29 3.33 5.37 IN BOT CHORD 2X8 SQ. PINE #1 WEDS 2X4 SO, PINE #3 6C X-LOC L-R: 0.29 3.33 6.37 PROVIDE UPLIFT CDNJIECTIONS AT BEARINGS AS INDICATED. UPLIFT 230f 2SOf UPPLIFT BASED ON-17.0 PSF TOTAL DEAD LOAD. WMO SPEED-110 MPH. MEAN HGT=15.0 FT. Enclaseo. (1991 SBC) to Al A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM {MORD. 01 THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: OPPOSITE SIDE— 2' 00 OF SPAN FA MING TO THE BTC/BCHSPLIT iO GIVING A TC LOAD OF 74 PLF AND A BC LOAD OF, 84 PLF 4X4 2.5X4 IA 1) 2.5X4 (Ai) 7.0 7.00oo . t 1 .5X4 �_ \ IQ 1� i-4-0 3-4-0 3-4-0 1-4-0 6-6-0 OVER 2 SUPPORTS R-595# w_ 3.50' W5950 W- 3.500 •� PLT. TYP.-ALPINE SEON-- 46 REV-15&.5 SCALE 0.5DQ0 Il.ae e►oaetolm Iyaalecs 7uG. TI�r0aC1 tteawK ul(RMe Cat! �,. """"�,,, DESIGN CRIT:TPI REF R012-755555Ol *IMiPORTANT3EIE slllll ros I stnC ra.,= ARMING rM IWaa7L MUM Ao .r�ION 9"N' curulo".ow mm asm w was w wwxirzaa as sw swim.sEL 130-a of m su T0u ztasuu TC LL 30.0 PSF GATE O3�lO/9A c.a l-, t� o tutor roatrno ui rause m eowowCrcc ICT„cssN w Tia carl+co1134tL1 avEG4 rlpurfLt OasGGi ri 7.CJ PSF DRhtG 14 03o"a eaas9oo9 V1 t i o o lulls cwEcs"AAF INX K soot cur.Sulu.mmaaK►ifit au mummTs.auss aT"EAIISE IrAIGle0. Tar . s 7L TC DL r 7 r_s o Eo "40 w A:.crac u.OTTA A•Rr caw=Aft To EACH nee ct 00000 u r ATeYur tu+oca uw rIWCn 3/ g � 1_; ALP I T"S AM"Leat 0111EM sC LOCAM OM VA=a7STa0t �TnU t.r&TTLLT4)PL19C O 61CLUU G< MUM 0470 j•� BC DL 10.0 PSF F�rEN6 :.t DM44ZTBGS�OfaXW"170. 110 C 36Qb1.0KT6M 9WOW01 MITT 000KILr AT0010■ILIA CEII tli•-of i�e„5.. r 7 C MM ON knpft-VA"32MCM4 Or id C TIL. W L1D11CL01'e A*4 %[Grua tFMTr f!!/1ll RX OhDYIa y+'�.'_OQ�'.+ a:� TOT.(. . 4/ .Q PSF WA LEN. V—e—Q i ' _� T{�131 SS o� au w roc ttrw.c tw+ucc To ua ool.o+an oLoscaID WRE w x+l�ww Tunes ruaavl.cwt Ts talc sti r4�d;�jt, .:� QUA.FAC. 1.33 J?I T C H 7.0 12 Ili Glat CO WLL lIQ cc 1=lm V0.art N.owm Y.Y. cesco 1 10 TK fwA!cleciIW Ca"rRK10a1. ''44Nw.l,�, r� ..-TVt-Treks Mu ata r s I tf arnu req 11000[Tl5TIaK1 , SPACING SEE ABOVE TYPE COMN-- C 109: _11 •0275 -WILSON THIS DH6. PREPARED FROM COMPUTER INPUT (LOADS & DItENSIONS) SUBMITTED BY TRUSS NFA. c TOP CHOP) 2X4 SO. PINE #2 N TC X-LOQ'. L-R: 0.29 5.04 6.63 51.37 x BUT CHOP] 2X4 SO. PINE #2 Nc WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 5.15 6.52 11.37 c N [ PROVIDE UPLIFT CONFECTIONS AT DEARINGS AS INDICATED. UPLIFT : 2900 2900 o ERG LOC: 0' 0' 1!' Bm UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. WIND SPEEG=110 MPH, MEAN HGT-15.0 FT. Enclosed. 11991 SBC) w A A RIGID CEILING 0R CONTINUOUS LATERAL BRACING AT 24' O.C. o RUST BE PROPERLY ATTACHEC TO THE ODT'OH CHORO. � Ea o 0 m i 4X4 7.00 7.00 2.5X4 (A I) 2.5X4 (A!) 1 .5X4 2.5X4 _ a 1I1-4-0 5-0-0 6-0 5-0-0 1-4-0 1o � h—-- — e * 11-8-0 OVER 2 SUPPORTS * R-636# w- 3.50' R-5360 W- 3.60' PLT, TYP.-ALPINE SEQN-- 72459 REV 15.6.5 SCALE - 0.5COO alPIM0e1mmu rroa [se_ T111ssesag PEW IRE J,..�.�-..w DESIGN CRIT:TPI REF 8012--765.49 **IMPORTANT** osL owa.un at amoupsnLs Fm&w WARNING sr Ia11L11c. mcr►m, un sj� oN'a 'A., c-t 1 - + 7ENT+ocw rvN 9412 arca ad T1C SKolrraTiamll a<11+r 64=110.WE N72-i1 Sir 1r1 SM WL2 osalGY J Y "~:,g_y TC LL 30.0 FWDATE 03/10J94 L:, c, u a •A ruse 10'Milo Tree Toss iN cworwmx rum ossee in rr[ rW 10a11IW44L 2Kctk rerule,n m"114 K jr fCy o'i. r:1 u I= Q LLPtrE M ECTWO ALM UK or 2WA 00.1TML MIEWL"12TH 00[rE/ET,1l.VIRESS GTKINISE [,1aiCLTEC UP f 1'��1 �£ TC GL 7.0 PSF oRwG toc u a vassoos t.: C., c� .;.� 1445 pi A Ef=n 6 I"W_AwLT CWC'.1p1ET TO E101 rS[E 0I CAM iWLL u LITEWLL'r 19"M 97TIS PROF A ,� s� c ALPLtJI= rpups,uwsu .wwKnls 94411 sfaT� uruTgxmmrL+Aa[aoi(wat�ik ac pi • s i�= 8{. DL la.fl F HC-ENG FSO :arca.wsrnJC44LN PWASTo1a Lr 1412■T!I w wnleea-2 uroa uo.nelL LOCLTL wlroll.sN.11u111. 1;�"e:, ti TOl.LD'1 47.U PSF D/A LEN. 1-8-0 1 TRUSS L_ .`� NAL w aos 94041na OPLM T2 ae tolaolcu OETaT67E2 M nmaLL ufc[c1Tlw. rTlClISH A TWO�w1s ''•'sr�'��wE��;� OUR-FAC. 1.33 PITCH 7.0/12 n1 oar, AM SW.L 14T K IELIEa lAOM Im 1t2T olpm MLT. cestui 1a 1q:111L57 E1ICCTId,Gza"MClgT• SPACING 24.0' TYPE HIPS-- 1 :. 1 :� c:� ca C71w162 R►T!1rarTTUTc los-tM1 w1Tlalr+l ocslw slccnrm,w rw✓An cciclwtTl V. 4j1�.V"n1'M' JOT: .I2 =0 75 —WILSON THIS DWG. PREPARED FROM COMPUTER INPUT IL13ADS G DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHOW 2X4 SO. PINE #2 N TC X—LOC L—R: 0.29 5.93 11.37 = ' GOT CHORD 2X4 SO. PINE #2 N n 14ESS 2X4 SO. PINE #3 BC X—LOC L—C 0.29 5.83 11.37 c 11111 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 210f 200# 0 • , . 1+ UPLIFT BASED ON 17.0 PiSF TOTAL DEAD LOAD. WWD ro SPEEO-100 NPH. MEAN HGT-15.0 FT. Enclosed. {1991 SON to J6 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" C.C. V WJST BE PROPERLY ATTACHED TO THE BOTTOM CHARD. 01 ao 0 0 v 4X4 7.00 7.00 ' 2.5X4 (Ai) 2,.5X4 (A1) [ 1 .5X4 4 . f 1-4-0 5-Sa-a 5-10-0 1a x n * 11-8-0 OVER 2 SUPPORTS------ R-5350 UPPORTS------- R=6350 W- 3.50` R-5210 W= 3.50• �c PLT. TYP.—ALPINE SEGN-- 72458 REV 15.5.5 SCALE 0.5000 aLsI"owoeaee rr+aotroTs cre. calutv.au•L.RLn.EAE[r.E ..«••'""'••,, DESIGN CRIT-TPI REF R012--76546 **IMPORTANT**sL�L 11rT Er 11es1o1stsLE roE au,t 4lARNI NG L/[ .wu.uw. clEereaa ara ,w'�%G u a %, r-�Amj _ = WfIAuoD 1a0w[Tlds MMM oaT,Esr soEC]fxGTctreL an Aw Ea1Ca•G. SUN�-+ta at To: sa iarc ri47A1 r 4`�1 0111`"�8� TC LL 30.a PSF TE 031Q 9417o Fa u[tE Ts eo ILE lid am w COIFORN=am ones aT TPx ra 11MR111141L SPECILL oewsean aaacsrr,aE �� 0 /LFYE CDRP•TON AN K E W 804 SAW. OTEL DOWNS$awl oua[E ata. uatsa DT.tIMISE smtuna ibi � x' TC OL 7.D PSF ORNG HCtMi2 GWOBS007 o MK w A E•C[ol ac waao.aortr oEl+actDre To raw ease a C,o10 i1+LL 0E Laa.IL[at 1w®.IaT..s.w X7010.0 PSF !-ICrENG FSOMUM um WvLos sT.emew WAIM CM Vas 1EMM araumill Ls anam•L..■1er•Twr, sora Coll" 6C oLaaaExlcs ria no a sem.v.afsewlTl11Yt10i reso eaasac nTiG$p oleo exaLlKsetr xorotaa rlwuuu soars as iF ow c m.aw unm n� wpw T dwm wort lrrifsu rxwva�cn ti LRIO � TBT.LEI. 47.0 PSF 0/A IEN. 11-8-0 [ sial w us camun as un TD w ovoowt r mrsnco wm m+alaa.aoouuum rua.la.,i coot at T«Is •ti 1qOt1A.FAC. 1.33 ITCH 7.Q 12 n.v.c Yalot W WLUD 1601 Ar ata o1K11 EAT Dai oD To r.a uaas a+Lc[wa1 LDI.rG■ca0a.. ''• SPACING 24.0' TYPE COMN-- r [cam '•w....w .•-1.•] -1W59 KATE taSTT11i1l. 1Qa ID01 NaT3DILl OCrrW 9�ClI lC.a Id1 fop aN1Y:C,8te1CICUa f JOB: J1 -0275 -WILSCN THIS DWO. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS NFR. TOP CHOW 2X4 SO. PINE 02 N TC X-LOC L-R: 0.29 3.04 z ' BOT CHM 2X4 SO. PINE /2 N n wEBS 2X4 50. PINE 03 BC X-LOC L-R: 0.29 3.04 c w JOCK CONNECTIDN: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. � (21 16d TOENAILS TO THE TOP CHORD UPLIFT : 2000 200# (2) 16d TOENAILS TO THE BOT70H CHORD BAG LOC: 0. 0' 34 4v " UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. WIND ry' WEED-110 MPH. MEAN HGT-15.0 FT. Enclosed. {1991 SBC} m A. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. G NMT BE PROPERLY ATTACKED TO THE 807TON CHORD. C11 0 0 U 2.5X4 {al) 7.00 2-3-10 , 1 r � o� 3-4-0 OVER 2 SUPPORTS A-245# W- 3.50' R-i2gf N- 3.50' PLT. TYP.-ALPINE SEON-- 7 457 REV 15.8.5 SCALE - 0.5000 •111,M bOlf![!P PPaucn LIC. TP[65Ei ME3uwe firl"T CaMC rw•�•,,. DESIGN CHIT:TPI REF RO 12--7$547 iUIMPt7RTAN1atiE auuuor rc+Es+11lstscry4 Aar WARNINGw 44u0c1a. 71uf .um a+'%GTOK(� k.,,� CIV IAT T01NIPOM U43S NOW ON 1119EW011 94SOV4 M SIU PiCE14.SES Mc11-111 61 IPI lir l-1M MUM �� .-17�k�4�': TC LL 30.0 PSf DATE 0310/94 [,l L-I Ca C= MLLM ID PUICD I:T TIE Vv==cowomm"IM wim or Try 4►IF r0111Frmisx#w[winm PEi .I 11.+oua so O r•• TC OL 7.0 0 P$f (AWS HCUSR012 8/969005 [_: I • LIP WE CQ9&ClW4 M11"POE Or M"Mt. 01TISL MERMM ASTM M011M310.Pl.I4LM OULOdrA CHOICAIM lop �� ice: A441,SK♦gff"l•P N O.4VftT C8wiCCV MS Ts t6M nn w aloe-NMI ALA FKPA Ll r3CE{I 4117P :" tzi #.i BC UL 10.0 PSF HC-ENG r i �.PT c:a rMM]6.W 10"M 11TWAnSE MUM 104 Imn tg$UK POS UN 4.1 mkt®nINOW Swul-114 11017704 Chow . f 1 C 1 cclaurPPs PEM DRUM"33L 3514 VWr1. MUN STASOMS M1TM fr16'6li 3TMa U 41:14 Cf All!- S,F. s fel.t- TEST.LM 47.0 PSF 0/A LEN. 3`4-0 [ �, CEl/fAM w+.Puwls tM014f11.1T41P 1F IOM t Ti:,aM 4a431Mcsr't gP^1i M10-um wxx31 x 1,.[ 1 sM"wtrN11 �� RIO4f+ [ , TRUSS [. aril PII fwP v»Ir1.l,J"LWs m'4a COVOW[T aPICM 4ME 0"NAU"OL10TUN r>«.arT v .41s DUB.FAC. 1.33 PI TCH 7.O/S2 1a 104 f, ala I MLL 0111 K Pft-=&WPM M&W OTMMA VAT. 11CS7r01 M Of IMLSS Ver.I WA.LORIWUGR '�,,-t0 EK4 •�' i' • t . ._7 -'I G7 ,=� ._-lvl--YOMPL.1TI I TIM nos-:11011 NlT CQ 'fE1G3RCAMA r1.P wto MR&Ift;Tl&, 5P&CI NG 24.0' TYPE MONn i 108: .K1 40275 -MILSON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUOMITTEO-BY TRUSS MFR. TOP CHORD 2X4 SO. PINE $2 N TC X-LOC L-R: 0.29 4.17 6.17 8.17 10.17 12.17 14.17 BOT CHORD 2X4 SO. PINE 02 N 16.17 18.17 20.17 22.17 24.57 26.17 28.17 n WEBS 2X4 SO. PINE E3 32.04 c BC X-LOC L-R: 0.29 4.17 5.17 8.17 10.17 12.17 14.17 m PROVIDE UPLIFT CONNECTIONS AT BEAFTINGS AS IHOICATED. 15.00 16.17 18.17 20.17 22.17 24.17 26.17 a UPLIFT : 5501 900# 5901E 28.17 32.84 6RG LOC: 0' 0' 15' 0' 32' 4" UPLIFT BASED CN 17.0 PSF TOTAL DEAD LOAD. MIND A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. SPEED-110 MPH. MEAN HGTa15.0 FT. Enclosed, 11991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 10 „ SHIM ALL SUPPORTS TO SOLID BEARING. BEARING BLOCKS-SAME GRADE AND SIZE AS BEARENG MEMBER o BRG LOC 2 15-00-D0: I BLOCK 12" LONG - 3 160 NAILS/BLOCK rn to CABLE WILL SUPPORT UP TO 1"3- OVEIMM ALONG THE TOP CHORD. REFER (A) 1X4 -L" GRACE. SAME GRADE AS WO MEI1BER. ATTACH TO AT06f8-PLY-- FOR BRACING OF VERTICALS. GABLE END NAS BEERMATERIAL TO BE � DESIGNED TO TRANSFER ALL HORIZONTAL UMNO LOADS INTO 711E CEIL W WITH 8d NAILS If O.C. ACTO al D ROOF SWATBING DIItMMMS. THE CONNECTIONS AND DESIGN OF SUPPLIED BY ERECTION CONTRACTOR. III THESE SYSTEMS ARE THE RESPONSIBILITY OF TIIE BIJUDI16 DESIGNER. NOTE: THE FRONT FACE OF 71M GMLE IS DESIGNED 70: SUPPORT 5X4 NO LOAD. 3X4 3x4_. : 2.5X4 3X5 2.5X4 2.5X4 3X4 2.5X4 2.5x4 t 2.5X4 5X4 5X4 7.00 7.00 2.5X4 (Ai) 19 3. 3X 5X6 5X5 3.50 2 2.FYX4 (A1) ' 2.5X4 3X1 6Xg 3X4 I .5xa 1 .5X4 2,5X4 2.5X4 2.5X4 2.5X4 m � --------z- �4-0 i-4-4 18-2-0 16-2-0 1-4-0 16-2-0 16-2-0 32-A-0 OVER 3 SUPPORTS A-6180 W- 3.50' R-2$420 W- 3.50' R-82711 W- 3.50' PLT. TYP.-ALPINE SEAN-- 72456 REV 15.6.E SCALE - 0.1875 010711 ao1111SP11 oaogcTlt rlt. Tala¢f III0umE Ermraq c/ElE 1� �� DESIGN CRIT:TPITSF R012--76546 u 1� C-1 1-2 0 **IMPORTANT**ymi MIT Ili SE10MONLE/D1 axr WARNING In NRNREN;, FIFO AM . "�f.WN!!"`'• Dtf7ATl\li I1pN INIs ERf71A1 1a IiaTs i01C EF[f47'7W1, ac OM /011LSOG.10l[IE:C�3T IVM i£[ IMEf ceST41 .� til TC LL 30.0 03/10!94 r_T 1_71 G C:.6 stJlult TD Bu1tD Ti[1fUS5 IN 0olPOPILLIKE IfITN f1fiW 14 tPl TOP w071101W.aPEt7ct F}PNt1/3d ERJCIIG aErl= G7 i;nlli EDIJECtaas ATE E40E DF 2114\ALY.9BF1 IEETINi ISDI \ull>E>eurs. tuESS m.ewris:Jwtrs�o Tw - TC Ol 7.O fMClJSR012 94os9ofl& r- r.l e� [= a.-6 e"•EICOD[K NOTED.A4LTmiM1G0011\Eael.7it1 W [aa4'J S.ILLL 0!tITESALL!aaeDEE:3[MRlOiff E 3+ 4 = 8C OL SO.0 NG LPI [� MISS alp t"ASS 01HE-MISO UWATm\I/THIS OCSIYI 0/31110/ ttl ATIOAM nWD00 SWOW1a WR%01 cwm i _COMEETIW OEO 0R147NIS 670. 170 E IS0.1.-f.015204 STNWCS 491"/01f1M1 ATOGI M111[0 0F7.44-- Si! . '_- : TOT.LD. 47.0 LEN. 32-4-0 soweld Kril"UCAMIC MVISSDIS M Moe a'Wt. AN ENSMARS ALK*W004M ICDkK V/K1E1 ►oT-rre� ` _-� 7RUS5 �' sEu w INIf wlrvl/nOtlp m le toloDllM T DcnczEo TER[ anTfal u.uaTrw a7arlesN c[rr>u [. �,,�tpioErt'1rOUR.FAC. 1 .33CH 7.O J S 2 Ir OJIY. Jw Ull"401 11 OXUS LOON 111 A.W 0TIE0 rA.Y. Des:ON m Tre!MUSS 07&-cum art""..mg. N�I+JiJ.,.A'r SPACING TYPE CON1N.0 t•i c_•1 ,".I C=1 C_7 L7 •,IV .1QJN OILM 945TTT.T! TOS•5993 Nt11G0t GESTHE SEGCIrl U.1[07 OW 9001 C01S.r-81391 t 10S: .K2 -0275 -WILSON THIS MM. PREPARED FRON COMPUTER INPUT CLOOLDS G DIMENSIONS) SUBMITTED BY TRUSS MFR. � TOP CHORD 2X4 SO. PINE 12 N TC X-LOC L-R 0.29 5.45 10.23 15.00 16.17 17.33 22.ii BOT CHORD 2X4 SO. PINE 02 N 26.88 32.04 = WEBS 2X4 SO. PINE !3 BC X-LOC L-R: 0.29 7.84 15.00 15.17 17.33 24.49 32.04 c N SHIN ALL SUPPORTS TO SOLID BEARING. PRDVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. � UPLIFT : AIG# 6700 440P � BW LOC: 0' 01 15' 0' 32' 4' ru UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. WINO SPEED-110 NPH. MEAN HGT-15.0 FT, Enclosed. (1991 SBC) w s A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. c MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. r� 0 Lu 4X4 5XA 4X4 2.5X4 2.5X4 5X4 5X4 7.DO 7.00 - 3X5 2.5X4 (A 1) 2.5%4 (A I) ' 5X7 D3.50 3X53.50 s2 12 5X5 5X5 16-2-0 _ 1-4-0 _ * 15-2-4 16-2-0 * 32-4-0 OVER 3 SUPPORTS - - - * A-4931 W- 3.500 R-2077# 14- 3.50" R-6464 M- 3.50' PLT. TYP.-ALPINE SEON-- 72495 REV 15.6.5 SCALE - 0.1075 A.paE CHOW== W oxm LC. TMiLEs sual IE Comm CLi[ p•�Mr ��ioKe -, o - o *IMPORTANTm*SOLE 101 K 199CUM9 ra OW WARNING 30 1«�W. t,�TM LW .r `' 0@SIGN CRIT:T?I REF RD f2--76545 C'--j o C=1_ o u;rtansu fao11 r+is➢g6LI fA roar soEranTxTsoa QR&W Inarnliti ser 119-M or w SEE%4nGREW �t,�e•V"� TC LL 30.0 PSF DATE 03/10194 L'7 L'7 CT d PaILUIE S0 WAD USI 1'U 1f1 CIVWK%='Wfr QM!T TPI PVI LWUIRILL SF*M a.*EFUlCal Epa:14 PI ra ._, v o LL.ui ewaesr+s aw waa a soar aLr.stsu lanarar AiiN t alelalns.ts14Esi tar+iEN1:5E umuLTla tU• . t� *x T TC OL 7.0 PSF WS HCUM22 94069013 t:: I c+ o &40 ire a e oe"a Iwm.awLY mreemas W ISaCd W=or �W L N LA460mmY PIKED d3TN mriEo 14.0 PSF HC-EHG F� r LPI N ca rwJ%"0 WUM/TIGNM warm w IM OCROK P sTTtw LY 4TTa0�PLED SWAT ly Saw*,euro - • ,�,OSs BC OL: r. CT c0a1t"am oEf osarZUl>f 3]s. asos Isoa-►.lESWV c1amAO3 RM PFWA:atr+TUD-W•J19wj( ""••w %*I-- D�b� 'X TOT.L[S. 47.0 PSF D/A LEN. 32-4-0 L : O cusum n/CDL7WLt warmim w a n 9 lq.+If au"vi •LDDC TED"CA 1i m Irr1�911 fell►RpLN R.��:. �IO�,f•�! TRUSS SLLL a+IN%MIND Awes To 1a CQW0 iaT 001MED HM GAWA 1.a ftWI104 LUf41S.I t L4'f]P wls ! '" t� �' _ .T g.. a oUA.FAc. 1.33 PITCH 7.fl 12 w as r. uu L"LL Ian w r IED ww 1A"w OSIER rAv. cac w ro I.4 rwis LKcrrwl rawl"rpC:+ 'r•.,n„Ian ;a .a ,_IP ,&MI Rue rfl lm. 1051 U 190KIL O[S104 GFEMMAILW rW r000 Mrlu-ItW SPACING 24.0" TYPE COMN-- C C JOB: L1 =0275 -WILSON THIS OWG. PREPARED FROM C(14PUTER INPUT LOADS 9 DIMENSIONS SUBMITTED BY TRUSS NFR. TOP CHORD 2X4 90_ PINE 02 N TC X-LOC L-R: 0.29 5.00 7.00 9.00 11.00 13.00 14.85 BOT CHORD 2X4 S0. PINE 02 N 17.00 19.00 21.00 23.00 25.00 27.00 29.00 � WEBS 2X4 SO. PINE 03 31_00 33.00 35.00 37.00 41.71 c BC X-LOC L-A. 0.29 5.00 7.00 9.00 11.00 13.00 14.85 a PROVIDE UPLIFT CONVECTIONS AT BEARINGS AS INDICATED. 17.00 19.00 21.00 23.00 25.00 27.00 29.00 UPLIFT : 5400 8704 6700 4200E 31.00 32.45 33.00 35.00 37.00 41.71 0 8RG LOC: 0' 0° 14'10' 32' 6' 42' D' UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. WIND A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. SPEED-310 MPH. AEAH HGTaa15.0 FT. Encloved. (1991 SBC) MUST BE PROPMY ATTACHE? TO THE BOTTOM CHORD. w a GABLE WILL SUPPORT UP TO i'3' OVERHANG ALONG 'WE TOP CHORD. REFER SHIM ALL SUPPORTS TO SOLID BEAIILNfi. TO A106/8-PLY"" FOR BRACING OF VERTICALS. CABLE ENO ELAS BIM THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL OESI64. IO OESIOED TO TRALMH ALL HORUONTAL WIND LOADS INTO TEE CEILING CEILING AND ROOF SHEATHING DIAPHRAAM CONNECTIONS, AND ALL TRUSS TO c AND ROOF SHEATHING DIIiPEUiAGPES. THE CONNECTIONS AND DESIGN OF WALL CONNC•CTIONS- a EE• SYSTEMS F RESPONSIBILITY QkBLI: IS DESIGNED TO SUPPO N NOTTHEFRW FACE ao 5x5 LOAD. 2.5X4 2.5x4 2.5X4 3X4 2.5X4 3X4 4X5 2'5X4 5X6 3X4 2.5X4 3X9 5x5 2.5x4 1 7.00 ' y.ao 2.5X4 3X4 .2.5X4 2.5X4 5X7 3X5 (Afl _-�3.so 5X7 4X4 6X8 12 2.5X4 3' 12 3X5 (Al) . �� 2.5X4 3X4 2.5X4 3X4 2.5X4 1 .5X4 1 .5X4 2,5X4 3X4 2.5X4 1 .5X4 14-10-4 6-4 i-4-0 21-0-0 21-Oya i-4-0 21-0-0 _ _ 21-0-0 '° ffigim a-77Of W- 3.50' R•2440 Wwagon - 3.500VER 4 SL�PaRTS R-17830 W- 3.50' R-506i Wig 3.50' ^ PLT. TYP.-ALPINE SEON-- 72451 REV 15.6.5 SCALE - 0.1875 ALOTK e:wCOlw PR=X1L TAC. Tnustas alutae c�wt4c CAM �*�""" DESIGN CRIT:TPI REF Rai 2--765441 *IMP0RTANTHEEE v%LLImr d MII:OIIIILtrns aur ARMING w NKLLIIL, eN5cT:011 AILI -A-3 r_n IEYIAnaI tpON IWa IiIZ0/M 11CIe vectruATiaa a UM tIACINO. GEE ps-It ar,tr Sie um SELIW ?�r .r^ ' �� TC LL 30.0 P5F DATE 03/10/94 ell ?ATLW* III VALD of raaS fN CDEIRKkWM MTM MM it AI TO AWITLatSL WfCIAL J'fOU ENI WaCit4 IE ! I , L r=1 C---'), 11AVII1 00440"JIIE wet Or M&$&I.SINE MUM LITH w»EWATI LILESI ITIETrtSe rt(A)CA'EI. UP �. : tLt 7j ,� TC OL 7.0 PSH' ORwG HCUSR012 94069004 J L.:, r� cv u45 C.A 04X" IS IOTM AOtLV aINtGTols Ts 9404 OAC(w COPD 16-ALL W LAIIdIALLC I44CW NJ 11 a*.%A �/�' � r I ALPI L7 T%M6 L.1.ILSAI CU*Wt=LWA190 IN VMS IestON. PMTXZN Lt Atuaev Ptil"I S�Auuu; NMI rw wav �� 33 � 8C DL 10.0 PSF HC-£NG C I t� mIJ.Q1It60(II DMICKS 39% SM I MUrf.IeatcN Stf1 ULA116 NrM P&MK iTATTACWS 414300 W4.11A -SkE i?'t^`•,l � TOT.LUQ`. 47.0 PSG• OlA LEN. 422-0-0 TRUSS t L9IFTFN Knrsuc SES m T�uecaPalaT GEv1AN pEi�Ae r wxLCAAIvLiuil W ArwUfAN 9jjrlrwf T v�M v .� '�R 'oILET;�'`r r-' . . r J..En., io 160" "m"MUM MOON IN ur I.TeE9"1. IIAIw f0 Trt,GYGL EOEGIW COgftttttu. are ti1G,,... OUR.FAC. 1.33 PITCH 7.0712 I_i 4_3 v I r� ~ ASPACINGTYPE COMM <--,.0-TATARS OLAT-TNSUIU 110E-LOOS IATSOAL KSIaA%P=r1CA1INI Gell MSM CCcj%UfjCTJi:C c C JQ& L2 ■0275 -WILSOti THIS OWS. PREPAREO FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU6MITTED BY TRUSS WR. TOP CHiOED 2X4 SO. PINE 02 N T". X-LDC L-R: 0.29 5.40 10.13 14.B5 21.00 27.15 31.87 x BOT CHOFO 2X4 50. PINE 12 N 36.50 41.71 Tl c WEBS 2X4 SO. PINE 13 BC )(-LOC: L-R: 4.29 7.77 54.85 21.00 27.15 30.48 34.23 c 41.71 U c PROVIDE UPLIFT CONNECTIONS AT BEAf1ItJGS AS INDICATED. UPLIFT : 54041 8401 7000 4680 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ERG LOG: G' 0" 14'10' 30' 6' 42' 0' 341ST 6E PROPERLY ATTACKED TO THE BOTTOM CHDRD, ti [ UPLIFT EASED ON 17.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN HGT=15.0 FT. EnC10sed. (2491 SBC) W 2X4 63 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO m SHIM ALL SUPPORTS TO SOLID BEARING. HATE.R�LLTOSBECSUPPLIED AND WATTACHED AT MAILS. BRACING o SUITABLE SUPPORT BY ERECTION CONTRACTOR. m o a U C i 5X5 3X5 3X9 5X6 12. 5X6 7.00 7.00 6X (A) 1.5X4 i .5X4 .�3.60 5X7 3X5 (A 1) 12 3 3X5 (Al) 3X4 5X7 3X4 12 3X4 •----- 14-10-4 --� 11--6-4---- SEW 1-4:2 -- zs-o-o _0 1-4..0 21-0-0 A■765# N- 3.50' R-2325# W- 3.50 ��ER 4 SUPPORTS R■1758# W■ �a 3.50 A 8501 Yf 3.30' T PLT. TYP.-ALPINE SEON'-- 72453 REV 15.6.5 SCALE 4 0.1875 h.OIIE EIID114i6�1i Paao,)erl. IIIc. theses 1Elulyd'GCWUE OR ,,n+��v.. DESIGN CAIT•TPI REF RO 12--76543 L ) r_3 u el o e **IMPORTANT*W sft w1 w Alswulow roe ua WARNING IN /auula CrImnu ua air•"�`a*r101Y p"p''w 'n }� 1') [-> C' f� O GiV 11[10"Row11RIe.OeGQi)dl Zlf[i<eR:CIRWI011R Mfllr alewa.sei 11:R-ae Or 1.1 ca T.¢e Dcsacr/ any." v TC LL 30.0 PSFrTE03/10/94 7 tJ = r= rFCLt7E H 4OILD 11E VU=1M ONO M ICC 1171r1 e41M Jr TR7 fa e00ITID16L L-WILL*Ch4%N."1 nu,-oa ft 4 r I 1 .) e) = tLP)r<CVUWVN AN IOW ar 490 sJ M OWL PUTple 16TM CU M M. LIUSS OT[CNIISE 1101rAFM KO 11 �"� TC DL 7.0 PSF16R012 44069003 L r� 4445 G[t EICEPI 141AIE0. 10f4.Y MR40CION 10 61611 FACE Or ChKl Sx1LL R LKWALLY Erl[OED YUII�>t' ' ALP IN [_� fa,ss:r,o ulLEss DTIrR161<LOCllIO a leQf�stoy RDsluow LT ulwEa.Lamar+slttrgr4 wrin[ouuw s r.3 6C OL 10•0 PSF1 [:) cuxtToue veP Iwnuel 17eL Ice a 1ROL.s. Oialaw snala■ne rra s■o.o1Lr 111.Li0 RIo4 uu W Cil i a i TOT.LD- 47.0 PSFN. 4 -0-0 ) U LC40V"u1MLrCAW ReNRIam tr IM 4 T.l_M s81UUKMy uPW TCCNnaL VWfr Vel/Ou F%" rfto � �,, �ON, ��TRUSS .1c. V4 TLis D"INE s[LICs/0 ve CNN01e5MT O FIC11D 140[ CRaREL r 1PUCLUM rLWAfv R M&C Dr 7"13 r � trr DUR_FAC_ 1 .33 7.0/12 1_1 C.1% c� u W vLC a1A Sr.ILL 101 Oe RELIED LP01 TH aur OTIEe NA r. MMI F&lit 1ROS6 Ek.C1Iug cull W104. SPACING 32.D` TYPE CaMN-- •.mnm .--w1 •lot"OLAXI V4TITUTr. TCL- mi IuTICwL OEM a+SWC197 to l[OV F04 MOOD:[Y1570m9[w C C JOB: .L3 -0275 -WILSON-HOOF THIS DWG. PREPARED FROM CCNPUTER rNPUT (L AUS V, DIMENSION SUBMITTED BY TRUSS MF$1- TOP CHORD 2x4 SO. PINE f2 N TC X-LOC L-R: 0.29 5.40 10.13 14.85 21.00 27.15 31-B7 ` BOT CHORD 2x4 SO. PINE #2 N 36.60 41.71 n 4 WEBS 2X4 SO. PINE #3 8C X-LOC L-Ft 0.29 7.77 14.55 21.00 27.15 28.48 34.23 c " 41.71 R PROVIDE UPLIFT CONNECTIONS AT EEARINGS AS INDICATED. 3 UPLIFT • 54O# 790# 7300 51ON A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. c BAG LOC: O' O" 14'10' 29' 8' 42' 0' KMT BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ' UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. WIND SPEEO-110 MPH. MEAN KST-15.0 FT. Enclosed. 11991 SBC) SHIM ALL SUPPORTS TO SOLID 81EARIN6. Ea a o ' o LD � 0 o ro i 5x5 C-1 , [ 3X5 3X9 5X6 1 5X6 7.00 7.00 1 .5X4 6X ,.i .moi .5X4 5X7 3X5 to 11 i . 3.50 3 ��- 3X5 (A i) 3X4 12 5X7 3X4 3X4 a � 54-10-4 -►) ---------13-6-4- 1-4-0 -�~ 21-0-0 21-0-0 1-4-0 21-0-0 21-0-0 `- 42-0-4 OVER 4 SUPPORTS A-7760 N- 3.50' R-21111 N- 3.50' R-1892* W- 3.50' R-720* W- 3.50" c PL1. TYP.-ALPINE SEON-- 72452 AEV 15.615 SCOLLE - 0.1875 orae eiNlpiEtT+m PllpplFtE 71s. nieces Gmu7ae C7TrIPlr t4aE ar 6�N DESIGN CRIIT:TP3 FEF Fi012--75542 L: I..7 ej � o a *NIMPORTANT**Pmi mar m ve rmmr Fm Lx ARMING 7a wjmm f4fil"Ctl eco •\ @ r nAm , m G4Yi4T[O"7MOM EICD euvAm Ort wm aftowt 17"4• In Am .NfE"f. a�E.34-,I Kr 9.7 act Thn mrsN �►-�":�"I'['��`� TC LL 30.0 PsF TE 03/]0/94 c- � FAIL ME M OuOLD M fP1AM JN CD*VbQWX 14 TAI Wn OT 1PE FM NOIrErAVA SKCl4L r4A•W+:NI 6P7CUb iE � } 'r t a L Z3 hP11t CLTIECO"LIE KWE CF x1[14 UAY.STEEL NEETUY WK CORENENrS_MISS VKFd.7SE 116(CALTOL TTP . f � �� ;x TC OL 7.0 PSF DRWG NCUSR612 9/059002 r• = 1bm C4 3 VCE01 AS IYTEQ. LgY CGIflUWA T9 Eon PQ a COKE*WALL NE L4TEPALL(4AICE0 Mr7-Poona =74,6c"A XUW Dur{CrlltU LDc11r11 MN TLIK BUI W OWt*N u 4TTLCIfD RT1,2w GKAf-7+C. OOruA cum a - � �f•�} BO dL 1D.0 P5F� �,.,�(��.�Dew$30. IOD4 LM•4-F.XV614WANo"= NON~f.L.47T-GICD-:7M LC"Ila •• SEE SAI^`. 1'i�? TdT.LD?0 PSFDlA LEN. -{I-0 ._] C4FVM N/L►✓L[DIOL;Pauvrwtr0 w MOO G-M. Am EI.<<G/e" 1LLmic KCH11 fi II'C41E -ilva I IG«r•NI� • � "�� .� s41 swl M(S eMSMll ri LvLTES To rNE C016CIkYT aEPLGTEO NEVE i71LriaLL+►0.7(A 4" rwavr s w'(v rwis �f4%�*,�waa` OUR.FAC. 1 .33 PITCH 7 ,0 12 kU NL L k.i EISLL NOr K RLEED tPW LN 41f*TME•04a. amid rD rw 7MISN lItLL7u1 CU"IYir W4 �'•uw.«..•� SPACING 32.0 TYPE CDMN-' L::1 ,•lp1 -I... IW IIIOT[T117E. IMI.-1.. 4-LTWi AL OCHW1'JlCOIC-ir1..On.IN.D CC16M..Cl LMJ JOR L4 -0275 -WILSON THIS DWG. PREPAREO FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE SS. EXCEPT AS SHOWN TC X-LOC L-Ft 0.29 5.45 10.23 15.00 21.00 27.00 31.77 s BOT CHORD 2X4 50. PINE #2 N 36.515 41.71 n WEBS 2714 SO_ PINE #3 BC X-LOC 'L-R: 0.29 7.27 13.85 21.00 26.15 31.73 41_71 c :11-2X4 SO. PINE f2 N _ PROVIDE UPLIFT CONNECTIONS AT BEARING3S AS INDICATED. a UPLIFT 780E 10000 520# � BEARING BLOCKS-SAME GRAVE AND SIZE AS BEARTJ46 MEMBER BRG LCC: 0' 0' 28' 20 42' 0' BAG LOC 2 28-01-12: 1 BLOCK 12' LONG - 10 166 NAILS/BLOCK UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. NINO N SHIN.ALL SUPPORTS T8 SOLID BEARING. SPEED-110 Wed PH. MEAN HGT-15.0 FT. Enclos . (1991 S8C} a A RIGID CEILING DR CONTINUOUS LATERAL BRACING AT 24- O.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. O1 to (A)2X4 #3 HEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO o BE EQUALLY SPACEO. ATTACH WITH (21 ]60 NAILS. BRACING �. HATERIAL 70 BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION COt(TAACTOR. 5X5 5X7 5Xfi 5X6 7.00 7.00 s (A� 1.5X4 6xe i .5X4 t 3X6 (A1) 12 3.50 3.501 -. tAiy �4 s 6X7 35(5 13-10-4 21-0-0 21-0-0 " 42-0-0 OVER 3 SUPPORTS R-1560/ W- 3.50' R-35320 Yf- 3.50' R-3070 W- 3.50' PLT. TYP.-ALPIN SEON-- 72451 REV 15.6.5 SCALE - 0.1875 +vne slaomeT PFCUX ; UC. TKASM amuipe exl4 E ew • .«» DESIGN CRIT:TPI REF 8012--76541 -_7<_, 1-4 a c= = c= **IMPORTANTHN srPSL Iw se oESffimu SN fa ANT NAR1NING IN wUJu. 1TacnsN L10 � � 71R�N. r a '-7 = C� D1+1L1[1N MM*01 GOMN w TAX lfE�iT QTW41, NMI ONACM.SM rcE-w Of TP: WE lras cmrm ,�•'�} ..r� 8,�y'� TC LL 30�.0 PSF DATE 03/10194 [-[ L7 G C FR UAE se SNa.o TM Ti1w 1N C&FWK* [0F.MW Of TPS Fds MITIOrAL 9.01AL PEpW 1 DW.=A q �� O r. .•� C.7 1= wool Coble wo us VAM sr MU MY.POOL WITU o ft% 01U1E10ft.reaE•L Md@W..e 1awe4T•.o. 1aP � h l'IL� TC DL 7.01 PSF ORNG HCu5R012 9406404)! I.1 r:-s O C] 4445 a A HICOT U 1NfUL 1PRT C104=047 W=4 PAW W CIV 1PPLL 2CLARMLLY 1R.CED 93TN PLEA 34! szs L_ ALP I o TPM AID LMM YTWWO111 LOGT10 a TAS SEUSL PON WP N Lr UTbOM PL•PWW PWi%l LGL GMDL CIOs] _ • �/ 1.1 8C DL 10.0 P$F HC-ENG 71> �j C11AtCTusK P10 DZNI Ies 194 in E semi-P.IMM 174NWM rITN PROPERLY ATUjakW wcic au we-STE }r;. �ar�i TOT. 47.0 PSF O/A LEN. 42-0-0 I I 1= CumosL N/aeucu E warm""w wot c TPT fur amosaw K LLP" wcmlc L LP[alm 1•f sAN4 fun sarf4A •. RIO?I�. . r I TRUSS sm w"m owsm A vLsc1 w 1w cow"w ewmap mm Ps n■LL aw"D.T"m rum Is-A cov x T us tE4��a� OUR.FAC. 1.33 PI T(,Si 7'.0/12 iu o4 r. +ra a.rtL r.01 Oe GI JCo IPM srs Aur o-cs PAY. •miam w we-ou"wcGT Lv w.wwrR. �., .�,� SPACING 32.0 TYPE C� 7.0 A--rP •T+As PLAT TT T1 - w f4THI o1 P[ClT Qr PQs Y071 61st- THr JOB: .EJ7 -0275 —WILSON THIS DWG. PREPARED FROM COMPUTER INPUT LOA05 & OIMEWSTCNSJ SUBMITTED BY TRUSS WR. TOP CHORD 2X4 60. PINE #2 N TC X—LOC L—Fc 0.29 6.71 BOY CHORD 2X4 SO. PINE #2 !Nt n WEBS 2X4 SO. PINE 93 BC X—LUC L—LI: 0.29 6.71 c w JACK CONNECTIOR PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS IN7ICkTED. a M 16d TOEt4AILS TO THE TOP CHCM UPLIFT : 200# 2000 o 121 160 TOENAILS TO THE BUTTOR CHORD ORB LOC' 0' 0' 7' 0' UPLIFT BASED ON 17.0 PSF TOTAL DEAD LOAD. WIKD °J SPEED-110 WM. MEAN HGT=15.0 FT. Enclosed. (1991 SBC) b A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. o MUST BE PROPERLY ATTACJEO TO THE BOTTOM CHORD. m 0 v w 7.00 4-5-5 2.5X4 (Ai) lzi m � 1-4-0 7-0-0 OVER 2 SUPPORTS R-,117fr W- 3.50' W- 3.50" T� PLT. TYP.—ALPINE SEON-- 72492 REV 15.6.5 SCALE - 0.5000 .Lra+DOOELPaa PFCOM S M. TWJM PlausPl1914EU CAM moo" DESIGN CF1IrtPI REF AC 12--76628 M, r� e a o 0 0 * I1dP0ATANT�HF arwi wT s Ilss+olstas saa srr 1lAF�NIN{i s« 4QCLM eretuo- uo GTN�"""a to o o a canueor Pail wws wsm am u4m ssanemas, or Aur sacim.rte NH-m sr Tex set tws aesw ," ��$�� TC LL 30.0 PSF DATE 03/10/94 c-T e7 v a FUtIR TO w:ts GE TAM W ONOWN UM SM WM M TPI FDR MrWaL VWCUL WOMVn TI,ACtti K O — rs o 0 0 ALnle oa.ecTOPs aPc woe s aocA aur.auaL sEETnK uxalr statrprpra uasas sr.fwnsc reccAsla Tw7.�f A�t'y�' x TC p. 11 Pg DR44B HCusRo12 9406W2, c.I r_3 >= o AAA a A a�ca.r a mtw..Nlr CamisComM To l.G,Frae OF 000 SW U x WZIOALr races balm wml. 8C OL 10.0 PSF HC—ERG r_s ALP I v vhm as tsum orrvrne uxxwo am"as sessvL mulTat Lt ATTAom PLTIO W 9"TjA p uOTTOA Clow Cp1AscTom*0 o+-rrn_ak ass r.s®.-r. Deem suror�os .tw awe asUM wwo 4Eu.uc--ss T�.ip. 47.0 PSF 0/A LEN. 7-0-0 U FOR Ow" TR{JSS t� s A o+,~u URM3IO.P.Ltta m 1E Cavan"apse=seas ollTs.atruw-3rAlrca. .,rAKu co"u! U" i r`~�iD�r� t ft'� t}uR.FaC. 1.33. PITCH 7.0 12 w Oat AM INALL uoT ax ftJ0-Par or Ora Does 94T MUM TO fit TranacPWXM coPTwcsw SPIKING r.3 TYfiE MO!<OQ-- r.3 C7 O --_lm-TOM PLAT! 14r T!, sm Z 19a,1-Tto"-• ocnas intT.T n.,fa:Pico w ptcrt; •'/Phn.•P' JOB: KJ7 - -iIILSON THIS DNG. PREPARED FROM COMPUT01 INPUT LOADS 6 DINEMSIOM SUB04ITTED BY TRUSS MFA_ TOP CHORD 2%4 90. PINE 012 N TC X-LOC L-R: 0.29 5.11 9.55 x $DT CHOP1 2K4 90. PINE #2 N n WEBS 284 SO. PINE #3 BC X-LOC L-A: 0.29 5.11 9.55 � m PROVIOP UPLIFT COMIECTIONS AT BEARINGS AS INDICATED. A RIGID CEILINGG GA CONTINUOUS LATEP.AL BRACING AT 24' O.C. o UPLIFT : 260# 320# MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -- UPLIFT BASED DH 17.0 PSFiTOTAL DEAD LOAD. WIND SPEED-10 MPH. MEAN HGTxi5.0 FT. Enclosed. (1991 50C) cc THIS HIP JAM IS DESIGNED TO`SLPPORT A CORNER SET WITH 7' SETBACK FROM BOTH SIDES. CHER JACKS HAVE NO WEBS. CD � V W 1.5X4 2.5X4 4-5-5 4. 2.5X4 W) 0-4-5 u - T 1 .5X4 2.5X4 EEO i-SO-SE} 0P do -10-1 OVER 2 SUPPORTS B-5450 V- 4.93' R-633# 1i- 3.5a' PLT. TYP.-ALPINE SE0W1-- 72493 REV 15.5.5 SCALE 2.5000-- "36C O waapm VOW=% uc >nusua"MVA gal"c11L .•••• .. DESIGN CRIT:TPI REF R012--7662 — 0 0 o a o +OIEIKPORTAN'i'3FiEM"W Itmammomm"Pon aor WARNING OM WARLUM16 TvmouQ��"�•., TC LL 30.0 PSF OATS 03I1a 94 ATRUSS w"muN roam TN=610"0 0<Ural fo=wjC&u*AL aR AM WL tm.Sm 40"3 Nr T" an TMa Olfitm;Euu a 10 wixm Td VIM IM 6a�CwmNm YI1""in oY TM FON Amin=L ww"mme,aT Owoe"K � �� 7,D P5P DRN6 iiCu"Fi0i2 9"669073 "mic COPUTaq W mm w am qmv. OZZ&MTU*"m comp aws.t"as Grrem6sf 70 umm TCP t{ 1 y TC GL"a W a 9=M u MOTLa•.OftY t+m+aetons Ta MM rut W CHOW SN"W L ATIOLL1t 80WIM NOTM� . f 10.0 PSF HC-1:NG aao YNLUS UUM MM LQUID eM TNLS U13K OWL,TOM LV A77060M 11LVAM 6WATHDO.QWTd ana •�� • eCr, 13L 00-KC M w.PUW11-as OST. tia s W", RnM ST&SOMM WTN W440 .T aIUDCP 11"30 KXaW-M ^ 7"? TqT.LA_ 47.0 PSF A LEN_ 9-10-1 sONrarN a+r.uasLe Nnon+uTos o<NON a Tvs.Jm eINtIN6FIYf LLVONE tCwROLL LfOLTf cTlt/funWF L m uft wmzm u+uts Tow am oNsAff ounoTso mm aNmcNu "PLIMM F~%&L Cour Cr AM - --- <+' OUR.FAC. 1.33 ITCH 4.9/12 M CILY. bG SWU 10T Y M!UW OnMtIN ANT WFWA MkV. Clili.Ta Tm[toaf9 OWCTION MONVACM. �y 'L 0 0 '� o o a .—wt. fWA&"ATL t"LT TVTL "os. ILN FIC1110H row woo to8+m"?1an $PACING SEE ABOVE TYPE MONO-- ■ TRUSS HANGERS THAADJUSTABLE 'O Extra long straps allow full code nailing and can be field formed to give top flange © • hanger convenience.Consult a Simpson representative for alternate nailing patterns • not listed. is Patent Nos.4,291,996 NO BOLTS REQUIRED and 4,480,941 The THA uses double shear nailing for added strength and safety.THA29 has a Canada Patent 1,193,418 N 21/4'bearing length. • MATERIAL:18 or 16 gauge;see table THA FiNISH:Galvanized • INSTALLATION:■ Use all specified fasteners.See General Notes. •Two installation methods(indicated in the table)may be used as follows: %; •Maximum nailing—AII face nails must be applied according to the table. Nails used for the joist attachment must be driven at an angle so that they penetrate through the comer of the joist into the header. • ■Minimum nailing—For the THA29,the minimum nailing schedule requires joist double shear nailing as detailed above,and that the strap be field A ° formed over the header a minimum of 21/2:A minimum of four top and four ' face nails must be used. For all models except the THA29,the minimum nailing schedule may be followed where double shear nailing is riot possible,provided the strap is field Double Shear Nailing formed over the top of the header a minimum of 1'A'for the THA213 and 14 THA413 and 21/2'for all others,and a minimum of four top and two face nails are used.The joist double shear nailing tabs are easily straightened so that nails can be driven straight into the joist(see table for allowable bads). 4 TopNails-Ti pial TI A CODE NUMBERS:BOCA.ICBO,SBCCI No.NER-209,and City of LA. M'" Un NM&MM an No.RR 24949 for all except THA29.SBCCI No.8978 for THA29.Dade County,FL No.89-0131.5 for all products. - 2 Face Nails f4forT1rA29) • Truss Chord Joist StraigMNails • fa1HA29) Typical THA a Minimum Nailing Typical Configuration THA Installation 4. MODEL MINIMUM DIMENSIONS .... .. FASTENERS' AVC, ALLOWABLE LOADS4 z e JOIST MATL HEADER JOIST FLOOR ROOF ski o. NO. W H2 C` ULT UPUFT3 SIZE TOP FACE STRAIGHT SLANT (100) (125) MINIMUM NAILING—TOP FLANGE r THA29 2x6 18 ga. 15A 73Ae SIA 410d 4=104 I '4-10d 8167 750 2635 2635 THA213 2x6 18 ca.164 1113h6 51h 410d 2-10d 410dx11h — 5343 — 1615 1615 • THA218 2x6 18 15ib 1411h6 5th 410d 2-10d 4-10dx11h — 5343 — 1615 1615 THA218-2 2 2x10 16 ga. 3IIA 153Ae 81/4 4.164 2-16d 6-16dx21h — 7250 — 1850 1850 �~ THA222-2 2 2x10 16 ca. 3'A 193/4 8 4-16d 2-16d 6-16dx21h — 7250 — 1850 1850 THA413 : 44 � 18 35A 1113/16 41A4-10d 2-10d 4-104 5343 — 1615 1615 Y THA418 4x10 16 aa.135A :15 844 - 2-16d 4-16d 2-16d 616d — 7250 — 1850 1850 THA422 4x10 16 35/b 191h 8 616d XI — 7250 — 1850 1850 MAMUM NAILING–,ALL NAIL HOLES FILLED - ` THA29 2x6 18 ga. i Sib 911/16 511A — 16-10d — 4-10d 8250 750 2195 2500 C THA213 2x6 18 . 1 SA 135/16 51h — 14-10d — 410d 1 87601 750 2115 1 2645 THA218 2x6 18 a. 15/b 173/16 51,t — 18-10d — 4-10d 1 9120 750 2580 2815 a THA218-2 2 2x10 16 ca. 31A 1711A6 81/4 — 16-'6d — 6.16d113750 -1380 -2940 :3680 „r TtiA222-2 2 2x10 16 a. 31ib 221/4 8 — 22-16d — 6-16d 13065 1380 3745 4250 THA413 4x6 18 a. 35A 135/16 41h — 14-11)d — 4-tOd 9583 750 2115 2645 THA418 4x10 16 a. 35A 171A2 8 16-16d — 6.16d 13750 1380 2940 3680 f 2 THA422 4x10 16 35/b 22 8 — 22-16d — 6-16d 13065 1380 3745 4250 THA29 1.16d sinkers ' maybe used to replace 16d commons at of 3.Uplift has been increased 33%for wind or earthquake loading the table load. with no further Increase allowed;reduce for other bad conditions 2.The H dimension for the minimum nailing configuration as required by code. is the maximum possible height that ensures getting the 4.Roof loads are 125%of floor bads unless limited by other required four nails into the top of the carrying member. criteria.Floor loads may be adjusted for other load durations according to the code provided they do not exceed those in 38 0 Copyright 1991 SIMPSON STRONG-TIE COMPANY,INC. the roof Column. TOP CHORD 2X'1 SO. PINC 42 it, EXCEPT nS Now oto ) 112 I(ls' OR COMMON TRUSS DOT CHORD 2X'I SO. PIIIE 1,? N IGI) TOCImILS. 7-- UEUS 2911 SO• PINC 13 (3> IGD TOEIIIIILS. 2' TYP. PROVTOE UPLIFT CONNECTIONS nl OEnRINGS ns INDICATED. ••• OPIIOI•Int. OVERIIn)1C 1) 1'IIP PROS UP,LPFT 3501 2007 ORC LO'C: + ++ UPLutFL Bhtl),ON 1:11'.8 PSF TOTnL O'EnO LOAD. WINO 7' SP'EED91,-14 MPR.. MEAN NGT-17.5 FT. ENCLOSED. (SBC) 3 WIND 9NALY415 At.ta' COMPLIES IIITN SOUTH FLORIDA BUILDING CODE FOR 120 NPN RHO 80`.0 FT. KERN HEIGHT. 5, PROVIDE UPLIFT CONNECTIONS IIT BEARINGS AS INDICATED. i 2 UPLIFT : 5601 4301 ORC LOC: + UPLIFT BASED ON 10.0 PSF TO mt. DEAD LORD. WINO 3' I SPEEDe129 MPH. MEAN HGT122.G FT. ENCLOSED. (SBC) F JI 2 3 4 Jy y UIND ANALYSIS ALSO COMPLIES 111TH SOUTH FLORIDA 6UILOINC CODE 1' FOR IE4 MPH AND 30.0 FT. MERit HEIGHT, r.*e, HIPJACK TOP CHORD LUMBER GRADE (*** ) L I- t�AX`. NORMRI MAX. HIP•IfIGK SOFFIT WEIGHT j• �.*** 3'� S'--�1,7'� 1+2' -•-t OVERHANG OVERHnHC —. 1' TYP. LENGTH LENGTH 2 PSF 10 PSF 0-00-00 0-00-00 G2 N N2 N +++ OPTIONAL VERTICAL WED. USE ALPINE 1X3 OR WOOOLOC 13 AT BOTTOM OF VERTICAL.. USE ALPINE 3XII OR WOOOLOC 2G 1-06-0'0 2-01-07 12 H 12 N AT TOP OF VERTICAL AND DOUBLE DIAGONAL WEB. 1-09-00 2-05-11 12 12 DENSE 1-89-00 2-05-11 — 11 N 2-00-00 2-09-15 111 11 DENSE 3.ee )z ro G� 2. 12I . 5X11 ALPINE Gose ** ** TO t OR 2X'I ALPINE 2x7 ALPINE `I.Ge 23 WOOOLOC ** 211 WOOOLOC OR 27 WOODLOC *+ OR ++ 3X4 ALPINE SIMPSON THJR26 , + ►+ O R MAY BE USED I 25 WOODLOc —*** 3'—Oil 51--itl 7'—Pol l ' L—*** 0.1 Of 9-10-13 OVER 2 SUPPORTS R14931 U1 3.39' RIWI Ws 3.50• ENO AND CORNER JACKS HIPJRCK PLT. TYP.-RLPINE OR WOOOLOC FURNISH A COPY OF THIS OESICH TO ERECTION CONTRACTOR KPI"{{NOINfttco "9"1& Inc, ttYWI atwiltc [rl/(Nt CNL ,.........,,N , DESIGN CRIT.TP I REF 1a o ci 0 0 0 ** IMPORTRNT** swf t wl a eu/wslnt /w.',.WARNINC iN i.nrtLimc. uccim nw 1. 0 i { f►(tl/►GNI1Mff. .w.rr'aKiNG. fu Nit•n .+ vi. u( INIi Kiiw r.`�ri D.0••.T TC LL 3.0.0 PSF DATE 04/03/l992 v ►alsrtc w wilt loot (evil iN tow*.N+Nw rnn nr»n Isl /w Nalto+fK frutK /ts".cNI ueclNt a I s.� r SI%}C�.O�0 K►Ir( ctN•.rc,to N( wa t/ tou sKV. flu(N(u1w►sin I w111(NtN,s• NKcSS tircotlSc iNoital(►. /t/I j� '�' p. TC OL 7 OR 15 P5F ORWG868. 187 Al ' 111•s u.fecal AS wu►. 1f.nr c►i.ftu►fs n tlfcN/►ct a I tretl {INCL Ic(aI[tllLlr PKc►YIIN Yttltil•i , tlj6 �4 10-0 PSF HC-CMG LRH uvsf IM-'wcis OIKIVIl(LKei(►w IN11 MIGN. ►►1111tN Lr 1t11NfMIN PLV4ot11 s•ulrifr. allu MAN 7i ��,1-�• l DC OL oo coirlccitas PCs N1.NIw{ 1111. If►f 1411014. ►fslsN ssirwnas!rifN Ia«u[r Nct.cKe aisle cnLars •• SIC {.� (/ r` f ° TOT.LO. 47 OR 55 PSF 0/R LEN. CMf/M.i Nn•.KI(.NL[I.WIf7MR M rat ( Vol. M(Nilr{p'i i KNiN[ lcu«ttK wait itiinii cio ►(tMt. '�''e,.•(QRIQ*'�t,�= 1 . 33 oscall. w'"11 MOVING Kill le IK Cefreh(NI ►elltt[e Ntft I Mrw,LL wnecanal, cw.1tN.eolr o/ lifts ,;n •••••• 4 DUR.FAC. I..a.. -- --- ...f .( .,,I,► w too.N, .,ft.w,. --I tcilw I. INc ItVif t.GG11Mi(tNltKi..' • fR.. . •` SPRC 1 NG SEE nt3UVE TYPE 7' SE TDf1CK t� o ci o . , t_—t ----;,-; - ----:nt----- ------ -- - ---- - ------- - '"'.L....•..•"` E .rrof. rMll►AIV et Ica tercirttnfi0.r r.. Noon tnuSt-,KiioN , •l '. 1 JOB:-%,G4 'WA I'L TOP CHORD 2.X4 SO. PINE 12 1OX HAtIw• srAcuo r1Ai1CK srAcltlO f4• N.C. DOT CHORD 2X4 50,. PINE 12 !9X . V INn SPFCO (MPtq 100.00 IIII+O-SPEED (HP111 - 100.00 TIIIS TRUSS IS DESIGNED TO BE USED ON All ENCLOSED ELEVAIION ( Fr 15.00 ELEvA11On FTJ 15.00 DUILDINC USING TILE I900 STANDARD BUILDING COOS• DESIGN SPACII:G � IH� 24,00 SPACIF IN 10,00 HIND SPEED 1S 100 HPII AT 0-15' MEAN MIGHT. TC PCF PLF - 210.00 r ss csr 04 I►t r u nr oun411011 LF - 210,00 r ss nr a 1►9 9 u ru OUr1Af IOff 1.3) REP. OCNn FAC10R 1.33 nup. nE►10 FACTOII - 1. 15 1.15 NO WANE,.KNOTS, SKIPS•OR OTIIER DEFECTS MEA OCCUR +All VALUE (LOS) - 144.00 NAIL VALUE (LOST + 144,00 IN TIIE PLATE CONTACT AREA OR SCARFED MEA OF WED MEMBERS MAX IMVH LENGTH ' MAXIMUM LENGTH VERTICAL 2x4 2x4 2x4 vEnTICtL 2x4 2x4 2x4 ALL PLATES ARE TO BE CENTEf�EO ON TIIE JOINT, LEFT TO OnACE 11011C 1x4 L 2x4 L GRACE HONE ►X4 L •2x4 L RIGIIT AND TOP TO DOTTOM, EXCEPT WHEN LOCATED BY CIRCLE 13 19x 3-Io 5- 3 6-11 OR DIMENSION. SEE DRAWINO 130 FOR "PLATE LOCATIONS +3 Ko 13X 4- 0 5- G �- 3 , IS 191KO 4-Il 0-.7 o-1i 12'191 4-11 6-11 '9- 1 ►2 192 6- 1 0-,7 II- 2 ON TYPICAL JOINTS~. lz Ko 15% 5- 2 7- 3 9- 3 12 'KO I5z 6- 1 9- 0 II- 0 12 GEN lot 5- 3 7- G 9- 3 12 OE11.191 G- 3 9- 3 11-11 PROVIDE CONNECTION FOR 170.'PLF UPLIFT ALO"p CONTINUOUS ►2 oxo Isx 5- 1.1 7-10 9- 3 '12 DKo'Isx 6- 3 9- 7 12- 5 OCl+RIHO. ANCIIORACE MUST DE CONTINUOUS TO 'i11E FOUNDATION, 11 IBX 5- 4 7- 7 B- 3 ►1 19x G- 3 9. 5 I2- 1 o KO lax; 9- 7 7-11 g- 3 71 KO Ila G- 3 9- 9 12- 6 11 OE11 19Y 5. 9 0- 2 9- 3 ►1 DEN 15X G- 3 lo- 1 13- 1 " PEAR PLATE TO MATCH COM'SON TRUSS. y" - 11 OKO IVY 3-11 G- a .9- 3 ►l OKo 132 G- 3 10- 6 13- 4 NAILING SCHEDULE NAILING SCHEDULE v:nTICAL ZX4 2X4' 2X4 VERTICAL 2x1 OPTIONAL onAcE NONE 3!i�3L 22676E ►111191 VXV11% IXA L 2z; L r /3 19% rrrrr 0 KO 15X rrrrr , A NOMINAL 13 Ko 151 t"rrr �:ea: �:ii� 3.021 2,353 12 19X rrrrr r HEEL DETAIL /2 191 ►119119 2.407 2.030 1z ko Isx rrrrr 2.913 z.406 02 KO :5x rrrrr 2.297 2.001 2.779 2.300 12 DE►1 191 1111909 2.221 2.001 /2 OEM 191 rrrrr 2.704 2.330 12 GKO 13% rrtrr 2.121 2.001 12 OKO 151 rrrrr 2,611 2.236 11 191 rrrrr 2.196 2.001 11 191 rrrrr 2.65) 2.202 11 KO 15X rwrrr 2.109 2.001 11 kO 15X rrrrr 2.566 2.192 11 Out 19Y rrrrr 2.040 2.001 II OEM 19% rrrrr 2,402 2, 122 11,OX0 15% rrrrr 2,020 2.001 11 OKO ISx ■rrrr 2,304 2,002 OVERHANG LENGTHL --,, VARIABLE RI AND HEEL' PLATES VARIABLE �I 2x1 TYr TO WEO IANGTI1 OF 0 1' 1 TO MATCH' THAT OFi 3x4 TYI1 FOR LONGER WEBS COMMON TRUSSES - 1 lob 41 /—/ 7 77 T I` SPLICE PLATE 10 HEEL PLATE TO I� HAT C11 CO. MON TRUSS MATCH COMMON.TRUSS CONTINUOUS DEARING r RI REV. CLG 3/20/91, i` SPAN TO MATCII COMMON TRUSS 1 1 i • SEON— 34,157 FURNISH A COPY Or- THIS DESIGN TO r.nECTION CONTRACTOTX nEv I5.A.7 SCALE 0.1250 AL11ti9 IMnr9llta "10MOCTI6 tic. ,nanrt trafltr 1.11ltttt un . ....--:..-...:....- DESIGh1 CIl[T:TPI AEFFI0]2-7G`JGG o a a a Ll a X K I MPOnTANT X K ■tact pit K r,1f+valmt rltl my WAmlNG til 11.01.,84. 11,101141 •111 %i111 II.e' t� rm et t� an.nal.rw n,1a rnutltAlto• /n 1414 rrrRAtlo1 nu• 11"'C1141-MIL •frit-tr•,rr.•cRt4 VUn IM"Asts, ��'.�iflC wy`•1� ' TC LL 30 .0 PSF DATL' I O/06/90 r l C=:; 1011 vlt 1011 Ittiol m"rAftto villa tilt BNNf to C40,00-1,44.1 .• 111 ngi.t.11r ".l+ca�.r..RAno4••n•u. ' 7.0 PoF OTTWt; Dnn,?97 C= C= C= P-' WIN 11( *11401,111*11401,111 91"tum Kjot• of Irl. 4•►IK clef city" 18 ICrltat r4'1 Ntlltltt Ml.sr m. tTNIR• uTC DL v It •'S�t� (• R/t "O"7411b riot " f8m VAL9fNlttr VICCL uLCts tett MACPR ltWhur.utt. VII RR rtlltrl•161 Ito 31794 ootpMitc viola Anile atulrtwmir or SII" AAa sN•u A. uQ"t 7v Oda toulL W uttuAtl,ra►cco r{. �j • UC OL 0 •0 PSF 1(C-Fill; I•rLD a p 4LPIN a c Army mfrctwn to alrr►Aar Rr tial.nett me tout, ►s -111, r,t9irt, All.ary n: Poetlrlla, / . �I i • TOT I.Q.. 47 .0 PSF 0/h (.[hl. T X71' aVf1„t(RR1111 rt011q RIR /• IlpllrJt Ylrsr 011rttrlf.� tt prl, b►l ipl Grrq vim rItIO L[illda tX1 SruC11q f •.,01410,: L�: '7 I� C f= 11••1ySS uRty R••1tut.t wrUM off" AMICASL1 Miry Rl4" V •t "Clrlul 111 tr Rlul. uo tm 1" lolls •�•�C�j'�••...•,••'tt,�'-••+ nun.T:AC. � �J P j T 1.I'I V Q/ O C ,.r>t.pp n►1 V,cll. ._. _ _.- horn. qty FA1'p It,10 r- I l.. t r,r)rrr, rF nnOvi' Tvnr YI11 I I �, K11104tl Ir./tro • )P CHORD 4X2 SO. PINE #2 N NOTE TNIB TR1ISS;NUST,;.BE� INS .. OT CHORD 4X2 SO. PINE #2 Dense; EXCEPT AS SHOWN IT CAN[NT C15E0 UPSIDE .ppO� WN. TOP, v, WEBS 4X2 SO. PINE #3, EXCEPT AS SHOWN MUST'BES E0 �Y`TRUSS"FA"BIMICA"ft7R ' 81-02 S0, PINE #2 N ::W1-{2)4X2 S0. PINE #3 .}•LDC T` � E�R'fI 11;5 FLUSH,WfTH TJHE:;EDG�YS�iTF THE INTERIOR w 8EA{R_ " T0`'ALLOW AN'DPEN.GAP. T{}P CHORD' OVER REFER 'TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS, THE`.I104TERT," BEARING MUST 8E CUT AFTER TRUSS ERECTION. * 000 WEB. ' SHIM ALL SUPPORTS TO SOLID BEARING. u� N N V w 0 L N t X12-5-6 �8-5-2 -----_; TO CENTER OF 2,4.0* MAX: OPEN CHASE W-3X4 30.0" TYP. 3X4 3X5 3X4 3X4 . 3X� 3X4 3X4 3X4 3X4 3X4 3X6 1-4-0 a0. wt1-4-0 1 3X4 3X4 3X 3X5 1.5X4 3X4 3X4 2X4 2X4 1.5X4 3X4 1 ,5X4 W-3X4 1. 4 0.3-9-0.2 3X5 n � us � 20-10-8 OVER 3 SUPPORTS w R-370# W- 3.50" R-113041 W- 3.50" R-741# W- 3.50' PLT. TYP,-ALPINE SEON-- 26211 REV 15.6.5 SCALE 0,2500 uPtrE EeGINEEt1E0 PIAK"IS, PC, TWASES PEWIRC CZTOCIC teat DESIGN CRIT:TPI-PGT REF R310--67848 o c� **IMPORTANT K*S1ULL rat GE AISPONSIKE FOa ANY WARNING in twaLm EOESTfoH Aw. s• ;ON(j`'w.. 11EYtAiIOn F1YW mit;DESICtt Da TIESE SPECIFICA111M1f: OR 41Y VW110.,SEE NIB-91 Of IPI511 1113 TI 1wY - +'1�-„...,..- ' TC LL 40.0 PSF OATS 09I29�92 G t C� 1J I&ILUK t0 tMJ1LO 11# IN= I”CIYIFONWICE Mf1n 06188 8Y TPI FOR ADOfTIOnAL SKCTAL PtWA146 Akit,Ty ?Y•� B�%, c0. ca C5 c� uP11#COISEC10N8 Aw MADE 0P 20"WLV STEEL tiaumi ASTM Wft1E�MT8 `u%Es5 a1tawis,E u4tall tOP S 4 t�p 3p�i;s Ic L TC OL 10 G PSF DRWG H=R310 92273042 c T cl t T L 7 AN5 C+1 E fXCEat AS ta1E0. APPLY C1N,ECim to[ACn FA"OF 01aw%#A"8t LAICA40 i cco VIT11 Pi m + NO x F �C DL ALPINE ,x 34794 5.0 PSF HC-ENG T-1 IatY;Aiq Uiil[ 01FERM1'.1E LOGifO SM7 1x175 17ESIG{ P051TTlOM LY aTlACIEA PLTMfN10&EAI HItt4, "TIOM c"m ♦ i ; f cw,,.CiPus PLA Ogir(InOf l30. 160 C tsOA-F, uES1G1 STAIaAaOS MtTNPapPEa1.Y{Ttfo+EO atCiDCEILIIY.»..TiEE :tt # ,{ ; TOT,LD. 55.0 PSF O/A LEN. 20—10-8 /''_ ..,, CONFOW I(APit ICAC PROVILIOffS W tab C TPI, AN DIG104 f+1-S IL00E ICOMICAL i1%IE illi�8T1 POR aaOPEa ;Y1C " \. SEAL Of!1111`:0XVInPi APPLIES 10 ME C011POtENI DEPWID 1ERE ORY"LL APPLICET10n, FOg1lSn A CW!Y 9T�Ta1S '�,,J} ..Rt�•'Eli',- OUR.FAC, 1 .00 DEPTH 16.O „11MA.1, A1,1 SFALL 1401 tit MIti!t,KRi In MY O11tN NAY. t9SICn TO TK IvAZS CWTIOn C01110ACIon, 1 rAfO-(ti�i�11.. SPACING 24,(}/� wail11611101t, firt- 110.110911t)OW 11MIFA7!;KCIFICAMMIFt„M1Y1t}itYt5i11M.1IiMf `'L1vtt,.lau1'` " TYPE SY42-- a TOP CHORD 4X2 SO'. PINE #2 N NOTE: THIS``TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD 4x2 SO. PINE #2 N IT CANNOT BE USEDUPSIDEDOWN. TOP OF TRUSS n WEBS 4X2 SO. PINE M3. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c : W1- (2)4X2 SO. PINE #3 ++ LOCATE. VERTICALS FLUSH WITH THE EDGES OF THE INTERIOR � BEARING A;S; SHOWN TO ALLOW AN OPEN GAP. TOP CHORD OVER w REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. THE` INTERIDR BEARING MUST BE CUT AFTER TRUSS ERECTION. 0 + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH SHIM ALL SUPPORTS TO SOLID BEARING. to TO EACH TRUSS WITH 3-10d NAILS. STRON68ACK MATERIAL TO N BE SUPPLIED BY ERECTION CONTRACTOR. 000 WEB. , ^I w 0 W , 12-5-6 - 1.8-5-2 { TO CENTER OF 24� O' MAX. OPEN CHASE 4X4W-3X4 30 ._ 1 .5X4 �( 3X5 3X4 4.+ 3X4 3X4 3X4 3X4 3X4 3X4 4X6 1-4-01 wIT 1-4-0 3X4 3X4 4X5 3X4 + 1.5X4 3X4 3X4 2X4 2X4, — 1.5X4 3X4 3X4 1 .5X4 16-10-4 4X5 Q 20-10-8 OVER 3 SUPPORTS R-201# W- 3.50'R-1132+ W- 3.50' R-9080 W- 3.50' E_ PLT. TYP.-ALPINE SEON-- 26212 REV '15.6.5 SCALE - 0.2500 0 0 0 0 o * AIPIK ENGINEERED PROg1CT1i ItC. TRUSSES REQUIRE EXTREME GARC DESIGN CRIT:TPI—PACT REF R310--67849 _ATRUSS **IMPORTANT4* ,ALL Iqi BE RESPONSIBLE FTMRGIR aNY WARNING IH w,Nauc.. EREcn0" uo" 'TpH"'• 40 .0 PSF DATE 09/29/92 0 f�ILNPEp10`BUILOTHIS TIEDfSIGN RUl55 ISN COTFORNANCETHESE Fr11HI01TBB BY i FOR ADOiiIEONALISPECIAI PERHNEHENiTHIS BR�C1NGIaE r�Glli%B ''• TC LL t C= ALPINE COEECTOPS ARE MADE OF 20"SALY. STEEL MEETING ASTM QUIREM UTS. UlkiSS OTeEMISE INDICATED. TOP S�� p•�.��i'•�'fG TC OL 100•O PSF ORWG HCUSR310 92273043 OW C= A•4S cR A EXCEPT AS HOTEO. APPLY CONNECTORS TO EACH FACE OF MORD SHELL BE LATERALLY BRACED Yl1H PROKA = • . ,Hp .,N r9,4y!"Ix�B( OL �+•0 PSF HC-ENG o t,�fC,"��RSORAM NGS.30.LOWED0 C w,-acts OEs104 STANDARDS WITH PPOOPEIR.ION LV AVIACH60 1�T PLYWOOD Alr1O EILINGG�,SEE + 0 o i TO T. 55.0 PSF 0/A LEN. CONFWA r/APPLICABLE PWYISIWNS OF NDS G TPI AN GNGIIEER'S ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPER �• oSEAL CEN NUS OUNJ NG APPLIES TO T E CpVONENr OEPICIED HERE DRYWALL APPLICATION. FURNISNN E COPY OF THIS '.ci�j•. IO*E��c�: OUR.FAC. 1 .00 DEPTH16.0t� III OILY. ANO SIWL 1101 BE PELTED L4 IN AINY OTHER MAY. DESIO, TO TIE TRUSS ERCCITOH CONRACIOR. '� fA(p.ENW�.� f= C.� t.7 f� L7 f.� - 101165 NATE INSIIIUPIY. INK- 19-11 Iu11NrRL1.IKSION:A•FCIFICE11011 FON WMn CNrrllrC11*1 -�••INapNP• SPACING 24.0' TYPE SY42-- r: 101 AB -WTlqQN-FL0QA THIS QWG_ ERFPARFn FRnm COMPUTER TNPffT (I (lAng p, nTMFN';TQN5) StJRMTTTFn Rx TRUSS MFR_ TOP CHORD 4X2 SO. PINE SS. EXCEPT AS SHOWN NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD 4X2 SD,. PINE SS. EXCEPT AS SHOWN IT CANNOT:-OE; USED UPSIDE DOWN. TOP OF TRUSS n WEBS 4X2 SD,. PINE #3. EXCEPT AS SHOWN MUST BE MARKEO BY TRUSS FABRICATOR. C N : T1-4X2 SD,. PINE #2 N : :81-4X2 SO. PINE 02 N -L ¢ LOCATE VERTICALS FLUSH WITH THE EDGES OF THE INTERIOR : W1-(2)4X2 SO. PINE #3 BEARIW-ASSHOWN TO ALLOW 'AN.OPEN GAP. TOP., CHORD' OVER w REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. THE INTERIOR BEARING MUST BE CUT AFTER TRUSS ERECTION. o SHIM ALL SUPPORTS TO SOLID BEARING. N + 2X6 #3 HEM-FI'R` OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO ODD WEB. tU BE SUPPLIED BY ERECTION CONTRACTOR. `I SPECIAL LOADS o -----------=-------------------------------------- . TC From 100 .p l f at 0.00 to 100 p If at 38 54 a I TC From 398 plf at 18.54 to '398 plf art 20.B7 BC From 10 plf at 0.0 to 10 plf at 20.87 TC * 14770 Concentrated Load at 18.54 a - A3 12-5-6 8-5-2 -{ TO CENTER OF 24.0' MAX. �*:x OPEN CHASE 4X5 W-3X4 30.0" TYP. 1 .5X4 3X5 3X4 ++ 4X4 3X4 3X4 3X4 3X4 5X7 5X7 1-4-01 I , WIT 1-4-0 3X4 3X4 4X6 4X4 1.5X4 3X4 2X4 2X4 1 .5X4 =3X4 3X4 1 .5X4 3X4 2X4 0 - 16-10-4 5XB Q r c n 20-10-8 OVER 3 SUPPORTS R-201# W- 3.50-R-1357# W- 3.50' R-27810 W- 3.50' ^� PLT. TYP.-ALPINE SEON-- 26203 REV, 15.6.5 SCALE 0.2500 ALPIIE EIGIIEERED PTWOKIS, Im. TRUSSES REWIRE EXTREME CARE DESIGN CRIT•TPI-PCT REF 8310--67840 O O **IMPORTANT* SHALL IGT BE RESPd15IOLE,FOR ANY WARNING 1N N&JUL IIG. EaEtT►oy AW r g•" O C�kR OEYI&TIOH FROM THIS OESIGHI OR THESE SPECIFICI[101FL. 0R ANY SRACIIG. SEE-$IT -01 WY 1, SEE THIS DESIGN `\� ........, '•. TC LL 4Q.O�PSF GATE 09/29/92 O [� FAU 11E 10 BUILD THE TRUSS IN Co1fOROANCE WITH OSTSO Si TPI FOR LWITIC14AL SPECIAL PERWA74NT SRACIFG''PE fJ - ALPI E COIIECTORS AK 140E OF 20GA QALY. STEEL MEETING ASTW W1REIrtNTS. 11HLESS'OTHERWISE INDICATED. TOP SQ� p 3D 'I' TC DL 10.O PSF DRWG MCUSR330 92273034 AAf9 GR A EXCEPT AS NOTED. APPLY COIAECIOHK TO EACH FACE OF CHORD SHALL K LATERALLY SRACEO WITH PROPER - • NC '�"TRIMS MU 111 ESS OTERWISE LO"IED OHH THIS OCSIG1L POSITIOII LY ATLGEO PLYWOOD,SICAINIG. BOTTOM CHORD ! N 3I79diBL DL 5.0 PSF HC—ENG mtxcrORS PCa ORAWrrGS 1311. 150 L 1GOA.F OESIG/9TAIDAROS MITN PROPERLY ATTACNEO RIGID CEILING --SEE ? ; �6Fi7Rt{ � TOT.LD. 55.0 PSF O/A LEN. 20-10-8 cow L tkr INIAS�DRACY(rG APPItESp10 K1fG.1PTyEMT DEPICTED ED HERE 01HYrENGINEEWS HAUTECHNICAL AHPLIU Ia�+asuw1lSMTE /A'1 FOR PAOkR COP OFtS -�CJ• '�RID'' ��r= W .F � DUR.FAC. 1 .00 DEPTH 16 .0 Ill aLY• AIA#SHALL IGT 0E PELTED LM.Xf IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION COMIRACIOR. , RCO•fNG SY42-- [� C7 T-] O (� O __rPl IH145 Pr.A1E 1115 1 1 11111', 191$ - 199141A11011AL oESIC11 SPECIFICATION FOR-n00 C0141HXW:TION ��'HHH•�.•�`H" SPACING 24.0- ITYPE H TOP CROAO - 4X2 'SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. 80T 'FIORD 4X2 SO.; PINE #2 Dense, EXCEPT AS SHOWN IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 02 SO. PINE #3. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c:. m : B1-4X2 SO. PINE #2 N :: W1- (2) 4X2 SO. PINE #3 -; LOCATE VERTICALS FLUSH WITH THE EDGES OF THE J NTERIOR BEARING AS .SHOWN TO ALLOW AN OPEN GAP TOP_ CHORD A` REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS, THE`INTERIO�R'BEARING MUST BE CUT AFTER..TRUSS '�"� 000 WEB. SHIM ALL SUPPORTS TO SOLID BEARING• A%2 F TpP CNOR� Aa 2 SO 80T C WE85 9-ws Sp. w�-C21t0 pRa�ING A� Rev�a 12-5-6 .T� 5-7-2 -- -I TO -CENTER 01 24.0" MM. OPEN CHASE - 30.0" TYP, Wa3X4 1.5X4 3X5 3X4 ,1,3X4 3X4 3X4 3X4 3X4 3X4 3X6 1-4-0 Ns wi 1-4-0 3X4 3X5 3X4 3X4 1.5X4 3X4 3X5 2X4 2X4 1 .5X4 1 ,5X4 W-3X4 3XL 14-2-12 .:; TO 18-0-8 OVER 3 SUPPORTS R-190f W- 3.50' R-976# W- 3,50' R-764# W- 3.50" PLT. TYP.-ALPINE SEON-- 26213 REV 15.6.5 SCALE - 0.3750 . AL 114E Elcuermo wa xvs, tea TmlSc S Smile"Tw-e C#m pESIGN CRIT:TPI-PCT REF 8310--6765 cr o 0 o c1 C 9 IMPORTANT 149E sHALL Nor of wsPo sr E FoR ANY WARNING IN i'HANQLI1A ERECTION A1fT ' •.y CA= C=3 T•EYIAtION fNOH THIS DESIGN OR 114M SPECIFICfTi� OR ANY 0"MmC SEE�NIS-i1 SY Ipt.TSE THIS DESIGN '•{�R�G}ON a �'� TC LL 40.0 PSF DATE 09/29/92 a FAILUFf 10 DUILD UE IN)SS IN COrFOg4tNCC U/THDST"0Y TPI FONMal-loNkSPECIAI PEWU" JOP �• ,,T= EM A4S wAA EXCEPTAS NOTAITE ED AAPPLY CDr EC7DNSEto EAAC FACESOf CNOM SHiH"' SE LATER4LLY'o�o�uN ` LTCbL 1C0�:'O PSF -ORWG HcusR3lo 92273oaa 1K1ss uo°{Es5 Ol/EMISE LOGIFO d1 IIUS 0[SIOA PDs1TIOH Lr AiTAC11E0 RYIt000!a[AfN11Y.;(/OTTONG1g1a I � DL •p PSF HC-ENG CONICC10%PER DRIAIINGS 130. 150 c 1604-F. OESIGH SrANOFNOS RtTH PROPERLY ATTACHEo RIGID crzioz SFE * ' TOT.LD �JrJ.U PSF0/A LEN. 1B-O-S COKORH 11/aPPLICAOLE NgVISIpK Di NOS C TPI. AN ENGt14.ER'S KP1NE TEONlCAL VPOATE ()/!/SEI iCNPgpPEw CiSEAL p• THIS DRARING APPLIES TO THE COWQENF DEPICTED HERE ORYHALL APPLICATION. FU?i11SN A'COPY OF TN1S q+"j (��i= DUR•%FAC 1 .00 IDEPTH 16.0" 0 0 0 .tom p 111 OILY. 40 LULL 1101 OE RELIED UPON 111 Allf OTHER HAY. DESIGN TO Tr!TRUSS EREGTIO11 CONTWTOR 'IPJ14�.E�(p•EwG� IP1 . 1146S PLATE N6TTTUNRH lt. 1911. Wql t1AL MS104 SPCCIfICATIOH FOR x000 COr6TRLC . TION "'••••••"' SPACING 24.0" ITYPI= SY42-- >_ TOP CHORD- 4X2 SO PINE f2 N NOTE FTHIIS�TRLISS (MUST"8E INSTALL'EO' AS SHOWN. _ 80T CHORD 4X2 S'0 PINE M2` N IT CANNON` °1JSEQ';UPSIOE DOWN. TOP OF ;TRUSS n WE6S 4X2 S&. PINE f3, EXCEPT AS SHOWN MUST BE �I KED BY TAOSS FABRICATOR. c: W1- (2) 4X2 SO. PINE #3 000='WEB ? w REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. c N N V W O ' a µ C4 3X5 3X4 2X4 T T 1-4-0 N1 M1 1-4-0 3X4 2X4 3X5 — Q m � 3-10-8 OVER 2 SUPPORTS R-186f W- 3.50" R-1850 W-- 3.50" — PLT. TYP.-ALPINE SEON-- 26210 REV, 15.6.5 SCALE 0.5000 ALPIIE GGIHeEwo "MOMS. INC. TwssEs REoutRE FJTiwx tim DESIGN CRIT:TPI-PCT REF R310--67847 *K IMPORTANT**SHALL IGT BE ,Eipwsivu FOR ANY WARNING Iw 'wNOLm twxiiow " "" •. 0ATRUSS OEVIATION FIGN INNSDESIGN 011 THESE 11KCInCAVION: oa ANY 01WING SEE NIB-91 BY TOT,SEE TL.NTS OEAipI ��G1ONg ., TC LL 4O .0 PSF DATE 09/29/92 O FAILUHE TO WILD THE 1RUSS III COt/OIYWICE MIf"Do"BY TPI FON ADDITIONAL SPECIAL PERMANENT Bf1ACIr4-PE _LL,t�y•�p�1IFI 'e'0.ALPIIE CaaECTORO AAE MADE OF 20"GALV. STEEL'NESTINGPSTN WIPE)ENTS. ULESS'OTrEml E INDIt:ATM TOP �r�E? ti1RL TC OL 10.0 PSF ORWG HCUSR310 92273041 Aa4S GR A EXCEPT AS NIOTED. APOLY CONECTORS TO EACH FACE W CHORD SHALL BE LA19MLLY BRACED YITN PROP" t)IIAISS uID IULLSs OIiENPISE LOCATED ON RIAS IKSIUL POSIIIaN LY ATTACHED PLYHIOOG SIEAINING, B0110i1 dim = /r �7Q7q� i • �. OL 5.0 PSF HC-ENG OOI+ECtUS PEA WA91AG5 U0. ISO C 1GOA-i. DESIGN SUNDAH0S NITH PROPEFL.Y ATTACHED RIG10'CEILING--:StE �A � TOT.LD. 55:.0 PSF0/A LEN. -10-8 O COWow VIAPPLICABLE PROVISIONS OF ROS C TPI. Y/ENGINEER'S ALPINE TECHNICAL UPOATE (7/1/91) FOR PROPER •SEAL Oil NNIS W"110 APPLIES TO THE CONPOIENT DEPICTED HERE ORYwALL APPLICATION. FMAIS14 A COPYOF THIS t.r��;••.R1....•��t.•' OUR.FAC. 1 .00 DEPTH . 16.0" NI Da Y. A1411 UTALL IROI BE PfI IED UPal u1 Am Buell MAY. oEs1Yal To Til JAM'EPECltaIBI 1 CNTAttod:` \••uLd�`' SPACING 24.0" TYPE SY42-- IPI - Ila,.;%PI AIN. 1#61111111. IaC:- 1711 NAIt1NW.Timm:J\-C1Ptuyic 1"FaN Ytxm m51MC11UL ... TOP CHORD 4X2 SO:. PINE SS NOTE THIS TRUSS MUST, BE INSTALLED'-AS SHOWN. i BOT CHORD 4X2 SO;. PINE SS IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS n WEBS 4X2 SO'. PINE f3, EXCEPT AS SHOWN M11ST•8E MARKED BY TRUSS FABRICATOR. c: w : W1-(2)4X2 SO. PINE f3 THIS TRUSS-SPACED AT 24" O.C. IS DESIGNED TO SUPPORT THE 7D CONCENTRATED LOADS LISTED BELOW. WALL HT.BFT @ 13.75PSF. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ROOF LOAD'S-::LIVE- 30 PSF,. DEAD- 17PSF, OUR FAC 1.00 0 * OOD WEB. 'CONC. Lolm- + 1266#LBS. ROOF SPAN 19-06-00, OVH 1-04-00 FT I VERTICAL DEFLECTION IS 1/8" DUE TO LIVE LOAD N ; ANO i/176"-`DUE TO DEAD LOAD AT 9.04' FROM LEFT ENO. ro v w 0 w w I ✓ " 3-7-0 5-5-8 1 TO CENTER OF F 24.0" MAX. , OPEN CHASE 1 .5X4 1.5X4 2.5X4 3X4 1 .5X4 4X5 2X4 4X5 1-4-0 wl 1-4-0 1.5X4 4X4 2X4 2X4 3X4 4X10 c 1a 1 1-10-0 Q • m � to 9-0-8 OVER 2 SUPPORTS , R-9f W- 0.00` R-2212# W- 3.50- PLT. TYP.-ALPINE SEON-- 26208 REV 45.6.5 SCALE 0.5000 ALPINE ENGINEERED PWTOIICTS. IHx:. lama DEONIPE Exvw-me cArH1:; - DESIGN CRIT:TPI'-PCT REF R310-"'67845 0 0 0 o a o **IMPORTANT**SHALL NOT K NESPONSUW.E,POA rrnWARNING to HLtgLllfi E1Ecn01.ire FAILVM TO WILDVI&TION FROM HTIEft DESIGN to COWOW��CE7Y11n OS7M Il IPI FORWr. OA Ain CIAODITIIOONKiS-21 91 TPI. SEE IRIS SPECIAL PEWANE.141&WII�'iG it- r<y�';�pYO�0•B�'�•• TC LL 40•.0'PSF DATE 09/29/92-.-. t= C� q q KPIHE CONEClONS A11E WADE of tow DKr. STEEL MEETING ASTM WIOEHENis. tlLEii OTHEW1ISE IIOIGIiED.' Top S��(� � ti'�f. TC_ OL 10 .0.PSF ORWG•fiCtifSR310 92273099 airs c"�EXCEPT As NOTED. APPLY CowIECTOP9 to EACn WAGE Of C1HOro SHALL Se iAiEPli.Lr snACEA Inn wHaPEa i •�No im � tBC�i DL5•� PSF HC—ENG ALPINE1Wris 410 t"fss•OTHERWISE LOCAIEO a1 THIS oESIfIL POSITION Lr ATTACHED PLYWOOD SHEATHING, 9OTION CHOW p Q ""ECTOPS PCR DRAWINGS 1)0, 1a9 C 1GOA-f DESIGN Stuames, WITH PgVE.tr Allmro rIGIO-ceru.--SEETOT.LO. 55 0 PSF 0/A LEN.o TRUSS 1�rn1H W/uwLICAOIE PNWrSIOUS OP 10S G IPI AN ENOINCEr•s ALPINE IEMNICAL t"IE 17%1/DLI ION YDOPFT %f "4i , Rt0�' SEAL ON IRIS OP"INO APPLIES TO THE CO10pENI DEPICTED HENS "ALL APPLICATION.;FLMIISHA COPY OP THIS •, �° E��;rOUR.FAC. 1 -00 DEPTH 16.0 NI OILY. LO SRAM HOT K PELTED UPON IN 4h OTKN WAY. OESION TO IE TPNSS ERECTION CONIN.CTOR. �•��q(p. I1G��•` O- f= o a g q ,_IPI • 11WJSS PLATE IRS11101f. LOS• 1901 IAt1O11LL nESIGH SPEC ItICAI101PFOR WOOD Ca+SIRiCI10N �••4HwH"`"' SPACING SEE -ABOVE TYPE SY42-- -WTI .;'ON-FLOnR TuTs nwG- PRFPARFn �gqm cnmp(mm mpm (LOADS, 9 DTMF-N'.;TDNI;) SUBMITTED SY TRUSS HFR, TOP CHORD 4X2 * SO ! PINE K2 N NOTE: THIS TRUSS MUST, BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO: PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS c) WEBS 4X2 SO. PINE #3. EXCEPT AS SHOWN MUST.BE MARKED BY TRUSS FABRICATOR. c En : W1- (2) 4X2 SO. PINE #3 9 ODD WEB. � w REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. o o N N v W O AL 0 3-7-0 3-7-8 TO CENTER OF 24.0" MAX. OPEN CHASE 1 .5X4 ` 2.5X4 3X4 3X4 3X5 T T M1 1-4-0 1-4-0 3X4 1.5X4 1 .5X4 -3X4 2X4 2X4 Q = * 7-2-8 OVER2 SUPP.ORTS.: * R-3691 W- 3.50' 'RwM#,'W- 3.50 PLT. TYP.-ALPINE SEON-- 26209REV 15.6..5: SCALE - 0.5000 unuE E11cne9Aeo P1wovGrs Irc. misses wou1Ae e+nw-se vAe DESIGN CRIT:TPI-PCT REF 8310--67846 o d a C= cm *IMPORTANT* .SHALL tar TTE AESPaTS1eLE FOA Arc WARNING IN NLDLTNO• EAEcnal AND' C= d d 0 OEVIATla1 F1aN THIS DESIGN OR THESE SPEC{FICATIaes. •OR uc vW114. SEE NIS-41 e+IPI. SEE THIS OMIGi �re�6i0N.Qej"• � TC LL -40:O' PSF DATE 09/29/92 C= d C7 C� FAIL+AIE 10 BUILD Tet TWIST IN CaiaallANCE NIIN40ST05 SF TPI FOR AWITIOAAL SPECIAL PEDNA*nf BRAC/NS i ?••� •.•••••'•••.,. •••L C= d C� C= ALPIrt CaAECTOPS APE WOE OF 20"4ALV. STEEL 1EETITb ASTM QUTAEIENTS. t11LESS OTrE1WISE..INDICATED. TOP -J��f SAW/ ��O s TC OL .10.0 PSF ORWG HCUSg310 92273040 O d O C� AAas CA A E/CEPT AS 140790. APPLV COIAECTa1S TO EACH FAC!OF CHORD MALL BE LATEALLLY/AACED WITH PROP" SOCT��l�h5� ALPINE O Twss ua L+EEss OTPEP1115E LOCATEO al THIS DESIGL POSITION LY ATTACHED PLYWOOD SHEATNIW6 BOTTON 04M i NO ,347 - Tx L BC+OL 5.O PSF HC-ENG FSO O O COrAECTONs PEP DAA"IleGs 100. 130 G TcoA-F. DESIGN sTuau40s Y1TN vA0PE1LV ATTACHED A)G70 CFIL►)A-.--SEE �N04101'--* �„Q/ TOT.LO. 55.0 PSF 0/A LEN. 7-•2-8 o TRUSS dcow rgPPLluOLE plpv{Slab OF 103 G TPI, 47 E1A;31EEA'L ALPINE 7EC1HIGtL uPDAiE lY/1/OD FOR vROPEA % v VOpa O O AL a1 THIS O+LLNINO APPLIES TO THE CONPaENf s •..0410 ='t• •' OUR.FAC. 1 .00 DEPTH 16.0" SE 1 DEPIciEO T{pE TpY1taLL APR.ICATIar. ittelr7SN A.COPY OF 7H1 '.(.• ►•• IN al/. 4a Se•ALL 140T Ge PELTED llnal M ANY OTHER MAY. GeSTO14 TO T1C TRUSS ePECiloll CaeT1LLCTOA, ��.•l(' '••••••••�E�•?• 0 0 0 o c� 0 1PT _ muss PLArz nesnruu. las - 1901 1UTI01uL peSlpr sPeC1ryUT1Ou FOP"LOD Ca5T1sYTION :•yACO•[H�e� •' SPACING 24.0' TYPE SY42-- en..P,,P„e•• 6 TOP;-CHORD" 4X2 SO. PINE #2 N 'NOTE: THIS' TRUSS MU8T.BE INSTALLED AS SHOWN. _ BOT CHORD 4X2 SO. PINE 02 N IT CANNOT,. BE USED UPSIDE DOWN. TOP OF TRUSS n WE8S 4X2 SO. PINE #3 MUST BE MARKED BY TRUSS FABRICATOR. c REFER TO DRAWING A150 FOR TYPICAL•PLATE LOCATIONS. It 000 WEB. w 0 N N V W O W CD .i ry 8-0-0 , B-0.-0 r •-I TO CENTER.OF 24.0" MAY OPEN CHASE 30.0" TYP. 1.5X4 1 .5X4 4X4 3X4 3X4 3X4 3X4 3X4 3X4 4X4 1-4-0 1-4-0 4X5 3X4 1.5X4 3X4 3X4 _ 4X5 2X4 2X4 3X4 1 .5X4 v • v n to 16-0-0 OVER 2 SUPPORTS =� R-853# W- 3.50' R-853# W- 3.50` PLT. TYP.—ALPINE SEON-- 26207 REV. 15.6.5 SCALE 0.3750 ALPiHE EHG,NE[aE0 FNDDIrcTT. nc. IpLw s MoulaE EXTNEW aaE DESIGN CRIT:-TPI—PCT REF* 8310--67844 o Q � =1 CI o **IMPORTANT**'&"Z' H01 9E ixvomcftE w ANr WARNING IN HuftiNG. EK=toN Atm '"••• 9ATFluss DEVIATION MIN THIS DESIGN OR THESE SPECIFICAIUMr OR ANY YaACING. WE N1Y-01 BY IPI.SEE THIS DESIGN '•\N............ ON p e TC LL 40 .0 PSF DATE 09/29/92 C= FAILDRE TO BUILD Tit MISS IN COeFORNOCE WITH OSTS9 9Y TPt FOa A00tTI0NM,SMUL PEaWAIENT.'9AkClts$% J'!4 a Tlf%''••,� [= ALPIIE CONECTORS ARE NAGE OF 29"LALY, STEEL MEETING ASIX WIREIEMTI. U"SS OTWINISE IIOICATE4-TOP ��f C�f••��t•�• L TC•.OL 10.O-.PSF ORWG MCUSR3fo 92273038 czT A445 GA A EXCEPT AS MOTE. APPLY gXaCCIGAS TO EACH FACE a CHOW SHALL K LATERALLY SPAMO WITH PRAMP �J97 �x{BOOL rJ 0 PSF HC ENG otass Aro WLEss oTHETTr15E AaA,EG w 1Mts DEstal PosrrraN Lr AirAQiE/I PLr1wo9 ciEATNING 90TTti{c,ca0O CONECTWK PEN O"WJNGS 130. ISO C NW-i•. DESIGN STAHOAMS WITH PaOPERI.r ATiAOF,O RIGID CEILING—••sEE � TOT.Z.O. 55."0 PSF 0/A LEN. 16-0`0 CORiOM N/APPLICI^A POWIS10NS OF AOS`C TPI. AN CAG EER'S ALPINE fEOiAiCAL TE (7/1/91) FOR �.�R.. `' OUR.FAC. i .00.� DEPTH 16.0SEAL,w INIS oa►WINa APPLIES 10 UtC COMPp1F)11 OEPIC7E0 NEVE oarWALL AMLICATIO!t,.'FtI+.NtSN AGq•'/� THIS' �••C�' *��Tfr�d W oG OItl'pliY. NO LMLL NOT 0E Mp,eO uPau tN AIrY OTrEa WY, asrGrT TO IK fa1)ss[a[Gr10N CON1aACi0R. ,';•,F!ta EUO��.•• . — C= O d.-IPI - TAM PLATE INSTITUTE. CIS- 1091 TIATICHILL OEStON SPEC1F 16ATION FOa MOoo COtestatzTtpt SPACING 24.0" TYPE SY42—\ 1Iu,p111•• JnF3' _FP a TOP CHORO 4X2 SO. PINE Y2 N I NOTE: THIS; TRUSS `14US BE INSTALLED `AS SHOWN. 7 BOT CHORD 4X2 SO. PINE M2 N ; IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS n WEBS 4X2 SO. PINE M3 MUST BE MARKED BY TRUSS FABRICATOR. in REFER TO DRAWING A150 FOR TYPICAL 'PLATE LOCATIONS. 000 WEB. w w � 0 as N N V W 0 . V 8-0-0 7-0-0 --I TO CENTER 4F 24.0 MAX. OPEN CHASE ` •30.0" TYP. 1.5X4 3;F4 1.5X4 T 3X5 3X4 3X4 3X4 1 .5X4 3X4 3X5 —7R— 'P 1 7 1-4-0 1-4-0 4X4 3X4 1.5X4 3X4 3X4 _ 4X4 2X4 2X4 3X4 v 15-0-0 OVER 2 SUPPORTS R-798M W- 3.50" R-7981 W- 3.50" PLT. TYP.-ALPINE SEON-- 26206 REV ;15.6.5 SCALE --0.3750 aIPIHe EHGITECREO PRoollcTS, Itc 11..� TNKSCS xwiw EXTRA!CARL DESIGN CRIT:TPI-PCT REF •R310--67$43 O O ca O C� p **IMPORTANT**SHALL HOT BE RESPONOIBLE FOR ANY' WARNING IN HU10L INC. ERECTION AND a"•••�T•IN•N dAT OEV1Ai1011 iPOM 1MIs OEflW OR 1NESE WECIFICAT)OHs. OP 4(Y 1P11CIMG. SEE HIQ-01 BY TP 1. SEE THIS DESIGN J`-�r�RtOF.e�0 TC LL 40.0 PSF DATE 09/29/92 O FAILURE i0 BUILD TeE-TRUSS U1 CONFORMANCE 111TH OSTTIS Bt IPI FOR ADDITIONAL SPECIAL PEPAA(ENT-WAC116 PEc= ALPINE CON1EC10R6 ARE'HAW OF I06A 6ALY• STEEL MEETING ASTM QUIRE Ilii. ULESS OTHEPYISE INDICANA-TOV L TC OL 10.0 -PSF DRWG-KWR310 92273037 Rus GR l ErCEPi AS NOTCq. 11PPLY CGIECORS TO EACH FACE Of C.OPOMALL K LATEW.LLY BRACED N11TN'PQOPEIN , IY p 3c l z i $( pl 5.O..PSF HC-ENGO i/,ss u10 u1LEss oTHEwISE LaaIED off THIS o16IiL POSITION LY AliACIED N1Yroo0 SHEATNINf., BoiTOM cloro •COIaECTOaS PER'ORaMINGS ISO. 150 E 160A-F. DESIGN STANDARDS WITH PROPEgY ATTACHED RIGID CEILING SEf� , S f ,A,�,,,r TDTL.O. 55.0 PSF 0%A LEN. 1 -0--0 o �ON 1HIIS�O"WIN0 APPLIES To TNEOF 1COMPWEN2 OEPICTEO DS C IPI Am EHERE D�RwIAALLLTAPPLPLiu Ia�rwITSH A COPY of THIsi S .P�C'!p�• RID*o�4� . OUR.FAC. 1 .00. DEPTH 16.U 1N 01A.Y. 411 SHALL NOT BE RELIED UPOH'IH 41Y OTHER MAY. DESIGN TO Tr!TRUSS ERECTION CONTRACTGT, \�4,FTI• (N\N..•� [= Q 6 --IPI - Truss PLATE 114TI111TE. HIS- 1"I NAUONAI DESIGI SPECI7ICATION FOP)WOOD C&4FR1CTIOr( \(��CI�IN��.• SPACING 24.0" TYPE SY42-- TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 .1 .83 5.26 B.69 12.12 13.67 = BOT CHORD 2X6 SO. PINE #1 n WEBS 2X4 SO. PINE M3. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 1.83 5.26 8.69 12.12 13.67 c N : W1-2X4 So. PINE #2 N 2 COMPLETE TRUSSES REQUIRED ( - - W THE TOP CHORD OF THIS GIRDER SHALL BE BRACED WITH PROPERLY ATTACHED NAILING SCHEDULE: 116d COMMON WIRE NAILS) o TRUSSES AT 24" O.C. IN LIEU OF PLYWOOD SHEATHING. TOP CHORD 1 ROW @ 5" O.C. WEBS . 1 ROW ' @. 4" 0 C. BOTTOM CHORD, 1.ROW @ 13", 9. C.1 , N USE EOUAL SAACI'NG BETWEEN ROWS AND STAGGER v AC NAILS IN EH RQW.`TO �AVQID SPLITTING. NOTE: Ci) �: 1/2"• 0`IA THRtJ BOLT MAY BE SUBSTITUTED o NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. FOR t2) f6'd. NAILS IN BOTTOM CHORD ONLY. w IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. PROVIDE' FOA -AO'EOUATE ROOF DRAINAGE IF PARAPET WALLS OR , CONDITIONS EXIST. THAT RESTRICT FREE RUNOFF OF WATER, DRAINS SPECIAL LOADSAND SCUPPER'S MUST BE PROVIDED THAT WILL ALLOW COMPLETE "'----------------------------------------------- DRAINAGE AND PREVENT PONDING AT ALL TIMES. TC From 578 plf at 0.00 to 578 plf at 13.96 A SC From 220 plf at 0.00 to 220 plf at 13.96 - TC 6656 ' Concentrated Load at 1 .83 2X4 3X4 8X10 F(7 2X4 8X10 2X4 ri i 4-0-0 I 4-0-0 2X4 5x6 6X8 2X4 10 X 10 coxa o ' m 13-11-8 OVER 2 SUPPORTS e= R-11225 ' W- 3.50' R-610af W- 3.50' Is PLT. TYP.-ALPINE SEQN-- 26200 REV' 15.6;5 SCALE 0.3750 . ALP 111E GIGIIEERED PRODUCTS. loc. .TAUSSES REQUIRE EATREMe CARE „�� DESIGN 'CRIT'TPI REF R3l0--67837 lC C= IC [� — — #if IMPORTANT**SHALL NOT BE PESPOI61BLE FOR ANY WARNING IN 'HAIJ(ILIta. �..cPEcr,a+� A,ID - OATRUSS OEYIAIIoHH r"0" THIS OESIOH OR THESE WVCIF1C�1104: OR AnY BRACING. SEE NIB-OtBY TPI. SEE THIS OESIGI . \� B TC L'L 3O.O PSF DATE 09/29/92 C= FAILUHE 10 BUILD THE IRUSS IN C01ftNrWICE Ml in OS IRB BY TAI FOR ADDITIONAL SPECIAL'P wwiela BRACING'RE; •.� = O ALPIIE C01IECIONS ARE MADE OF 2004 GALY. STEEL MEETING AST" DIIREjEMTS. UNI.ESS:OTHERWISE INDICATED 10P = J P SO �= TC -DL 7•0 PSF DRWG HCUSR310 92273031 C7 AAAJ GR A EYCEPI AS 110TED. APPLY CUN iEOUPS 10 EACH FACE Or D ORO SHWA K LAtCIHALLY prIACEt1 MI1M PMgvCA j�•�0eim �� xsgCDL !O,0 PSF HC—ENG l�'PQ t� 1µK5 AID U1111%OTHERWISE LOCAIEO`m1 INNS OLSMGA POSITION LY AFTACHM PLYM011D SHEAIIINIG. 110110"OVID • .=3C0IAECIOPS PER DRAWINGS 130. ISO C lrA4-r DESIGN SF41AUMS MaliW4P1I -f ATTACHED RIGID CE{LIN --SEF ;8' a ?' TOT.LO. 47.0 PSF 0/A LEN. 13-11-8 CpI01M r/ARRC ICIBIE PgOVISIp6 0< HOS C IPI. 41 EHMGl/EER•S ALPINE IECHNIt:AL IyD41E (7/1/911'i0R wpnEa d SEAL 018 111$ORLMING APPLIES 10 nE CON•GKNI DEPICTED HERE DRYWALL APPLICATIW/ FURNISH A COPY or TH{S +'y lf•. /t10*.•'! NI mAN. ,,,.f ••••• NE�,s ouR.FAc. 1 .33 DEPTH 48.0" [= O C7 IC L= Cl Lie•sm.l. NOT DE ACL IED 111"I III AIN DIMER MAY. DESIGI TO THE TRUSS FRCCII011 C0IITRACIOR. •' , 9(p.ENG� 0 •-•n•I - IRI[;PI.AIE un1lnNr. IAr - vrI1 HUltorut nesrcN sKcirICN1oN ron moon Cmr imucllmH Nn.HHaH• SPACING SEE ABOVE TYPE FLAT-- f 'GTP At lq4; `-TOA :Cl4DRD ' 12X4 SO.' PINE #2 Dense TC X-LOC L'=R 0.29 -2.15 4.'00 ' 6.50 9.00 10.85 12.71 '80T CHORD' 2X4 ' SO. PINE SS n WEB'S 2X4 SO. PINE #3, EXCEPT AS SHOWN BC X-LOC L-R: 0.29 4.00 6.50 9.00 12.71 C: to : WI-2k4 SO. PINE 02 N 2 COMPLETE TRUSSES REQUIRED w THE TOP CHORD OF THIS GIRDER SHALL BE BRACED WITH PROPERLY ATTACHED NAILING, SCHEDULE: (16d COMMON WIRE NAILS] o TRUSSES AT 24" O.C. IN LIEU OF PLYWOOD SHEATHING. TOP CHORO' 1 ROW @ 4" O.C. WEBS i ROW @ 4" O.C. In BOTTOM CHORD: 1 ROW @ 16 0.C. nl USE EOUAL:'SPACING BETWEEN ROWS AND STAGGER N NAILS IN EACH ROW TO AVOID SPLITTING. w NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. (A)SCAB BRACE, SAME SIZE, GRACE AND LENGTH AS WES MEMBER. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO fu MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. SPECIAL LOADSPROVIDE FOR ADEOUATE ROOF DRAINAGE. IF PARAPET WALLS OR -------------------------------------------------- CONDITIONS EXI�T THAT RESTRICT FREE RUNOFF OF WATER, DRAINS TC From 633 plf at 0.00 to 633 plf at 13.00 AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE BC From 102 plf at 0:40 to 102 plf at 13.00 DRAINAGE AND PREVENT PONOING AT ALL TIMES. TC 1943f Concentrated Load at 4.00 ,67 1 .5X4 5X42 3X7 1 .5X4 3X7 5X12 1 .5X4 Dn n T - A cl1 ! 1�0 1 4-0 4X10 5X8 3X12 5X8 - 4X10 DO f', IS) to 13-0-0 OVER 2'SUPPORTS .� R-59240 W- 3.50' R-5144f W- 3.50" :r PLT. TYP.-ALPINE SEON-- 26201 REV 15.6.5 SCALE 0.5000 ALP11E ENO{NEEPED PRODWIS, INC. Tftsses NEOUtBE ER w-w CYTE OESIGN CRIT:TPI REF 8310'--67838 0 0 o N= 0 0lf _ *1(IMPORTANT**SHALL 1407 BE RESPONSIBLE FOR ANY WARNING .IN rNAIAXINO.. ERECTION'_ud `�..••'""•"••••a. o c� o C= fIILAURE«10 BUILD TRE IFIUSS IGN DlenYmcu i CGNFOIWNCEFMIT"M OR� FOR ADDITIONALkis-is SMIAL PERIWENTTHIS IWACIDGIPF �,`��a�YOti/' .e��t, TC LL 3O.O PSF GATE 09I29/92 C=3 cT c� b aKs N7REFCEPT As NotED ArsEr ca..EPIIAE COINJECIOPS AAE MADE OF 20" nops o tacNT ►ArIOIG ia TH WScram eE EATfN1lLYr1W4CE0 YSE ►iN FM1gPER _ �TED, TOP � � Lx 4 .yTn1C OL 7•0 PSF ORWG HL'usaafo 92273032 ALPIN r=a iN4sS AEN WLL:S 011EBWISE LOCATED ON ANIS DESIGL PoSITI«N LY A!TACNED PLYWOOD SHAATItING,-BOTTOM Claw . = oC OL 10.O PSF HC—ENG C= CMA[C1ONS ON IP ANNNGS 130. ISO C 160A-F. DESIGN STANDARDS *1111 PRROPERLY ATTAOREO RIGIO CEILING. SEE �*t ;Q . • TOT.LO. 47.O PSF 0/A LEN. 1 —0-0 COW" W/A•PLICABLE PROVISi«NS DF ROS C TPI. AN ENDIIEEn•S ALPINE IEDNIM~It b/1/011 FOR IMPOPE_11 ' ��• �'• ORfV S' t• " O TRUSS o SEAL 4N INIS P"WO APPLIES 10 IE CO"ENT DEPICTED/ERE DnYpu}4PPL�IC�TIp1. FwN.lY A'COPY_E<.Tyle - S,Vr'•..,,,,,..'�ti,,r pUR.FAC. i .�33 O.EPTH 16.0 (N«[/. AAI 9.ALL NOT BEAftIF•OIN IN ANY 0T1CR WAY. DESIGN TOTIE TNUSS'EKGT1«I-C«ItRACiIId.I �'•,,Ei(•(p- N(/�N,•'• Q b �� c� `� l=1 ••-RPI - 1iA49 PI ATt 111511lal[. NRFS- 1091 14411«UL OES101 YiPEC1FICAl1«11«R W«NR C«4NARCIT«N \R44•ifiRaa•' SPACING SEE ABOVE TYPE FLAT-- f C TOP CHORD 4X2 SO. PINE SS ; GIRDER OESIONED TO S PPORT: x BOT CHORD 4X2 SO. PINE 02 N FROM ONE SIDE 14' 2" FLOOR:SPJAN Ff1IM NIY TO jOP, CHORD. cT WEBS 4X2 SO'. PINE 03 FROM OPP S-lbE 2' 0` MONO SPAN, Mgqf�OS F}LVE NO .VERTICAL. c IN ADOITIOA WALL ( i,i'0 PLFI RESTS`.=' NG,-THE TOP CHORD OF In REFER- TO DRAWING A150 FOR TYPICAL' PLATE LOCATIONS, THIS GIRD'E'R'. WALL SUPPORTS A 2' 0" ROOF SPAN WITH 1' 4" 9 CANT/OVERHANG. FLOOR DESIGN LOAD IS 55 PSF AT .1.00 NOTE THIS TRUSS MUST BE INSTALLED AS SHOWN, c IT CANNOT BE USED UPSIDE DOWN: TOP OF TRUSS PROVIDE FOR ADEQUATE ROOF DRAINAGE. IF PARAPET WALLS OR MUST BE MARKED BY TRUSS FABRICATOR, 'CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS 10 AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE (v * 000 WE.B. DRAINAGE AND PREVENT PONDING AT ALL TIMES. ^I V W O W t 3X4 3X4 4X4 T 1-4-0 1E 1-4-0 3X5 1 .5X4 1 .5X4 OT 4X4 ro 4-8-0 OVER 2 SUPPORTS 10 i R-14770 W- 3.50' R-14770 W- 3.50' T— PLT. TYP.—ALPINE SEON-- 26202 REV 'l5.6.5 SCALE 0.5000 ALPINE EHGIINEERED PRODUCTS, I.C. TRUSSES REQUIRE EXTREME C"w DESIGN CAIT:TPI—PCT REF 8310---1;7839 0 0 o a o Na **IMPORTANT iE SHALL wr BE RESPONSIBLE.FOR ANY WARNING ' HANDLING. EPECTIOII uo GTON Q''••. OATRUSS GEY(itlQU FROM 1HIS DESIGN OR THESE SPECIFICA ONS. OR ANY BPACI G. SEE RIO-G,1 MY IPI. SEE THIS OESICN ��,,,...,. !a •. TC LL 30.0 PSF DATE 09/29/92 [� FAILURE TO BUILD THE TRUSS 111 CONFOA W+CE MIT"05TBB BY TPI FOR ADDITIONAL SPECIAL PEINHWNENT BRACUG PE J-• , '•.ti�Q S 7.0 PSF ORWG HCUSR310 92273033 I= ALPINE COINECTOK ARE MADE OF 20"SALV. STEEL.MEETING,ASTHI OUIPEIENTS. UNLESS OTHNEPWISE INDICATED, TOP S C4FP ,'{(� L1�"S�'i TC DL N= A445 GTN A EXCEPT AS 1NGTE0. APPLY CO•ECTOHS 10 EACH FACE OF CHARD SHALL BE LATEPELLY BRACED WITH PNIDPER j 3479,111C`^ L q N= 1RUS5 by UNLESS 01HERWISE LOCATED OI IVIS DESIGA POSITION LY ATTACHED PLYWOOD SHEATHING. Bo1ToM CHOW • , i , 8d OL 10,0 PSF HC—ENG CONFECTONS PER DRAWINGS 1]0. 150 C 1804-F. DESIGN STANDARDS MTIM PROkRLY ATTACHED RICIO CEILI14G--SEE ? ;v�/1-' TOT.LO. 47.0 PSF 0/A LEN.�' �RM ON THIS�OR KU6 ARAL cs to HE COMPOEHT DEPICEO HERE DRYWALLTAPPLICATION. Fina7s"'AICOPY"OF�THIS ,�C �'aOUR. 1 .33 DEPTH 16.0 C=) C� 19 l= 1++OLY, 4"o s.uL ICL BE RELIED UPON IN ANY OTHER Wlr, DESIGN i0 TMC fRus4 ERECTION CONTRACTOR. <Rcoo`\� ` SPACING SEE ABOVE TYPE SY42-- 1= O --IPI - IPUSS FLUE INNSTIIUIE. NM - 15101 HA11ONAL DESIGN SPECIFICATIOIN FOR WOOD COfNSINWNCTlO4 •'\••+quHHHH-'", A20R! rift W 0 a' r " DOUBLE `• �.. ` SHEAR . CDPJNECMRS Nos special nails required! P t Heavy-duty face mount hanger attaches to 2x8 bottom chord, ano is ideal for carrying 2 ply roof trusses. MATERIAL: 12 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners.Refer to the current Connectors For Wood Construction catalog for general notes and warranty information. • 10d commons or 16d sinkers(9 gauge x 31/4")maybe used at 7/5 of the table load. • For 2 ply carrying members,use 16dx214"nails into the header and 16d commons into the joist. CODE NUMBER: Pending:Submitted to CABO for National Evaluation Report(NER)10/89. 0 . o o 0 e, HGUS28-2 G 0 G e o 62 % 4 G • dl G • s� 2g MODEL FASTENERS4 - d" NO. HEADER JOIST f HGUS28-2 36-16d 10-16d 3 DOUG FIR-LARCH/SOUTHERN YELLOW PINE SPRUCE-PINE-FIR ALLOWABLE LOADS' ALLOWABLE LOADS' MODEL ROOFS ROOFS NO. UpuF 2 FLOOR SNOW CONST WIND UPLIFT2 FLOOR SNOWCONST WINO (100) (11 (125) (133) (100) t15) (125) 133) HGUS28-2 2540 5760 6625 - 7200 7680 1900 4695 1 5400 d 5865 6025 1. Joist nails must be driven at an angle through the joist Into the header to guarantee the table loads. 2- Uplift bads have been increased 33%for wind or earthquake loading with no further Increase allowed;reduce by 33%for normal loading such as in cantilever construction. 3. Snow,const,and wind loads are 115%,125%,and 133%of floor,respectively,unless limited by other criteria. 4. 16d`s are common nails. SIMPSON STRONG-TIE° COMPANY, INC. Home Office and Factory Souther Cefffomla Texas Ohio 1450 Doolittle Drive Office and Factory. Office and Factory Office and factory P.O.Boz 1568 1425 Moonstone Street 1720 Couch Drive 2200 Westbdt Detre San Leandro.Cafdorria94577 Brea.California 92621 MdQm".Texas 75069 Columbus,OW 43228 Ptmne:(415)562-7775 Phone:(714)871.8373 Phone:(800)999.5099 Phone:(614)876.8060 FAX:(415)632-M FAX:(714)871-0370 FAX:(214)542-5379 FAX:(614)876-0636 Far FHUSMWS ago 0 Ccpy#d 1990 SIMPSON MMG 1E CO,INC. Minted in U.S& . : ..DIMENSIONS FASTENERS2 MODELMATL CARRYING CARRIED NO- W.. H1 C MEMBER MEMBER N TOP I FACE STRAIGHT SLANT MINIMUM NAILING—TOP FLANGE THA29 18 ga 1% 73/14 1 51b 4-10d 1 4-1 Od — 4-1 Od THA213 18 a 1% 111-1'i6 514 4-10d 2-1 Od 4-10dx114 — ° THA218 18 ga. 1% 1411/16 514 4-10d 2-1 Od 4-10dx114 1.uplift bads include a THA THA218-2 16 oa 34 153 s 81/4. 4.16d 2-16d 6-16dxVA — 339'°increase for wind or C THA222-2 16 Ca 3% 19V4 8 4.16d 2-16d 6-16dx21t — earthquake big th THA413 18 a 3% 11'-'As 414 ea 4-10d 2-1Od 4-10d — nofurther ce iincrease owable alto THA418 16 a 3% 15 8 4-16d 2-16d 6-16d — ° plift THA422 16 33b 19'4 8 4-16d 2-t6d 6-t6d — bads for other load MAXIMUM NAILING—ALL NAIL HOLES FILLED by y code. required a bcode. THA29 18 ga 13b 91166 518 — I 16-10d — 4-1 Od 2. 16d sinkers may be used to. THA213 18 ga 1% 135N 514 — 14-10d — 4-1 Od replace 16d common nags �•r s THA218 18 ca 1% 17?A6 514 — 18-10d — 4.1 Od at 74*of the table bad Tr THA218-2 :o a 3% 171Yis 81/4 — 16-16d — 6-16d 3.The.*K dimension for the THA222-2 16 Ca, 3% 223/16 8 — 22-16d — 6-16d �maximum tion 1 possible THA413 18 a 34b 134'/6 414 — 14-1 Od — 4-1 Od height that ensures getting THA418 16 ga 3% 1714 8 — 16-16d — 6-16d the recluired 4 nags intri the Patent Nos.4,291,996 THA422 16 3% 22 8 — 22-16d I top of the carrying member. and 4,480,941 Canada Patent 1,193,418 DOUG FIR-LARCH&SOUTHERN PINE SPRUCE'-PtN�FIR MODEL AVG ALLOWABLE LOADS4 ALLOWABLE EOADS #1 ° ROOF ° NO. ULT UPLIFTI FLOOR '`UPLIFTI- :FLOOR ® (133) (100) SNOW CONST WIND (133)' (100) SNOW CONST Wlyfl (116) (125) (133) (!15) (1335 . ° MINIMUM NAILING—TOP FLANGE THA29 8167 750 2635 2635 2635 2635 670 1940 2010 2060 2105 THA213 5343 1615 1615 1615 1615 — 1280 1280 1280 1280 ° THA218 5343 — 1615 1615 1615 1615 . — 1280 1280 1280. 1280 o ° THA218-2 7250 1850 1850 1850 11850 1 1460 1460 1460 ! 1460 THA222-2 7250 1850 1850 1850 1850 1460 1460 1460 1460 THA29 THA413 5343 — 1615 1615 1615 1615 — 1280 1280 1280 1280 o THA418 7250 1850 1850 1850 1850 1460 I 1460 1460 1460 G s N THA422 7250 — 1850 1850 1850 1850 — 1460 ` 1460 1460 1460 ° MAXIMUM NAILING—ALL NAIL HOLES FILLED THA29 I 8250 750 2195 2500 2500 2500 670 1 1755 1 2010 2060 2105 THA213 8760 750 2115 2430 2645 2700' 580 1 1550 i 1615 1660 1695 THA218 9120 750 2425 2565 2660 2735 1 580 1550 1615 1660 1695 J THA218-2 13750 1380 2940 3385 3680 3915 960 1 1465 1 1465 1465 1465 THA222-2 13067 1380 3745 4250 4250 4250 960 2860• 1 3055 3130 3190 y THA413 9583 750 2115 2430 2645 2810 580 1605 1845 2005 2140' r Z. THA418. 13750 1380 2940 3385 3680 3915 960 2200 2530 2750 2935 THA422 1 13067 1380 3745 4250 4250 4250 960 ;- 2860 3290 3500 3560 DIMENSIONS FASTENERS1 ALLOWABLE LOADS'(133) AODEL NO. PLATE VERTICAL BASE SLOT WITHOUT WfTH 1A"GAP3 F2 _ BASE "i LEG F1 F2 F1 F2 FI STC 11/4x17ib 1V4x23/4 2-8d 1-8d 50 1 85 25 1 35 STCT i WX17A 11/4x41/4 2-8d 1-8d — I — — — � OTC 2V2x13'i 2�fvQ�a 4 8d 2-Sd 210 125 100 85 I.Loads may not be increased for short-term loading. �•��•��• 2 Truss or rafter must bear on top plate to achieve the albnble bads under WTHOUT GAP'. �o��% ' 3.Installed with maximum Ili space S� 1 .. ...,- between rafter or truss and top plate under-WITH 1/4 GAP-. t1°ti x DS� Typical STC Installation with DS 11 0 COPYdO IM SIMPSON STPD GM COMPANY.INC. .f 11 h1- 19-•-+7 04 : 37 PPI ACM SURVEYING lNC 904 3541255 P• 02 MAP SHOWING BOUNDARY SURVEY OF 1 01 fi, SEVILLA GARDENS UNIT ONE, AS RECORDE.0 IN PLAT BOOK 45, Pi1(.'E5 G be 6A, Or' THE CURRENT PUBLIC RECORD; OF DUVAL COUN 1 Y. FLORIDA. r CERTIFIED T0: OFER KOOHA PEOPLE`, FIRST STEWARI r)rLE k GUARANTY COMPANY RICHARD T. MORE HI.AD, P.A lt�f F c � l \ FOUND 1/2 'Rol' PID' SIAMY`f' 'RL'; 4144' \ L 0 T 2 rW"0 `1•7ow° '.''• r \ S 15156'20" E LOT 6 \ \ N Ittv -i ` LCI r .i I-U i 7 Lo- N w 5 �� '• n r o �� o NiTONER AD R1.5 7AC�;JNALLC CLECTPit• i �- p-_ AVrmvtxn EAAmENI -----r`"'85Du'-"�- _�- lA• - �;� �•• .•.�.0 �. \$� LOT 4 fo rOVNO I/T InoN PIP' NQ 12EN11nCAnON ti w. `7`4Bs..To• s 0 • POINT Or CONPOu 01pv 'y Q�• ��Sjd- fouNO 1/2' MON PIPr (CyaPD) �TAurcv 'm, 16h' . .� v EV l LOT 5 o.�• q��(/�F�� QY��ly S 08'07'!53* E rOVt10 1/7- IROrt PIPE 5JAMPEO 'PLS 1674' N07E� ACCEPTED Br.___—_.._._.. - rEcrtin ----- - - — R P,Anli.l_, — r— - FFNCF — -- -- 570992 J SAP SHG-:SING BOUNDARY S;.,RVEY OF LOT BLOCK `-z AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK 4!� PAGES OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED FOR: 8 ub 0 ZC O 14 P P Ai 0 0 ,lo,P 4�J ° N 0 �z,,CP o O o I V, I 0 ,,�•P 0 p 1 o Z"` J � ° zdo L 7� NOT VAUD UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON UNE AS SHOWN THE PROPERTY SHOWN HEREON APPEARS TO LIE W/77-UN FLOOD HAZARD ZONE If--AS SCALED FROM FLOOD INSURANCE RA 7F MAP 2C0 I FOR FLORIDA, DATED 1-7 - t 711-FI-m,zo 11.3 : 'r7 PPl ACM SURVEYING INC 904 5541255 P. 02 MAP SHOWING BOUNDARY SURVEY OF I ,» F, SEVILLA GARDENS UNIT ONE, AS RECORDED IN FLAT BOOK 45, PAC:ES 6 & 6A, Cor THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. � %1 CERTIFIED TO: OFER KOOBA PEOPLF�, FIR',,] STEWARI IfITLE & CUARANTY COMPArJY RICHARD T. MORE Hl.AD, P.A tiff ft p•�r FOUND 1/2• IRON PIPC p' O SIAMY\ 'RLQ 414 e+ V 76 4.OT 2 Ew"° '�•'o�5'S',w. S 15'56'20' f- 32.00'32.00' LOT 6 \ LCI 1 .S y>F.r• ii \l uj N n z � O N(�1TONER 0 Od i \ 20.5 JAC�SJN✓iLLE ELECTRK. 00 ' Aurmown EA'>EMENT / o 4 LOT h , rouND 1/2• IRON PIPC , ' w •�1 \ NO IDENTIFICATION M�6S POINT Of COMPOUND (1114W Q wSd6�. /OUNp 1�2• tGpN - PIPE \ N7� CNQ�, w �TAurcD 'rls 197s _•'{".�R� � 440,. v� SSV Iv 5 LOT T r S 08'07'53` E H1r,,LF�,� �� 13.07' couI,00 1/2- IRON PIPE /,/, STANPCO 'PL5 1674• ACCEPTED eY ---- _ Lrc;rtir — _ -- N RA^I.:s —^ X-- - FFNCF . ..----- lei n° CITY OF ATLANTIC BEACH N ss1 } 800 SEMINOLE ROAD J r - ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001789 Date 10/23/09 Property Address . . . . . . 1901 W SEVILLA BLVD Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TELEPHONE CABLE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WILSON HOMES, INC. BELL SOUTH TELECOMMUNICATIONS 9953 ATLANTIC BLVD. #231 PER M GRIFFIN 5/15/08 NO JACKSONVILLE FL 32225 LIC INSURANCE REQUIRED ATLANTIC BEACH FL 32233 (904) 256-3182 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 10/23/09 Valuation . . . . 0 Expiration Date . . 4/22/10 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Private street - complete restoration required. Homeowner Association point of contact is O.C. Gregg 246-0978 . ------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. =21 City of Atlantic BeachAPPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 17 Atlantic Beach, Florida 32233-5445Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: zo City web-site: http://www.mab.us APPLICATION REVIEW AND TRACKING FORM G w ' Property Address: // ��a/4' LV b Department review required Yes No Building Applicant: n Planning &Zoning Tree Administrator Project: �� T7�h �7�� Public W Public Utilitie u is afety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments- i, BUILDING P _ (:—(Ie PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: FlApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114£09 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 y x� Fax 904247-5845 v Atlantic Beach,Florida 32233-5445 Date lh - 21"0 9 PERMIT# Job Address !9U l Setyi llQ tJ lyd• l/ ) ISSUED BY THE CITY Permitee: AT&T Oka BELLSOUTH TELECOMMUNICATIONS) Telephone#_904-7779052 ext 320 Permittee Address: 7666 BLANDING BLVD JACKSONVILLE FL 32244 ATTN: Nicole Padron Requesting Permission to Construct: TELEPHONE CABLE Job # 93e�8 Ha n Location: (Reference to Cross-Street; _ 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes(X) No ( ) Date: to-;)1 -017 Bell South Telephone Company Yes( ) No ( ) Date: Ferrell Gas Yes(X) No ( ) Date: Comcast Yes(X) No ( ) Date: 10 dl-U 11 2. Whenever necessary for the construction, repair, improvement, maintenance, safe land efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of CLINT STRICKLAND (Contractor's Project Superintendent) located at Telephone#: 9Q4-39,IA958. 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, In keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with _60 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holier of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER __ 44 • (� Signedt' �(}c.t 1 Q.C�. i r^► Date: Before me this day of inhe County of Duval, State Of Florida,has personally appeared AJ.�„it P.-hell Notary Public at Large,State of Florida, ounty of Duval. ' M commission expires: ✓��'2010 42WRTY- n or P 001217V eMificallon: M gay&WOODS W 00MMkT"#DD 812233 EXPIRES:Nwwbsr B,2010 eondUTwu ikWy PoktJndm i n 2009 CITY OF ATLANTIC BEACH ' '; CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AN �-} ? ? 800 Seminole Road 904-247-5800 oY Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 Dates 10 - / PERMIT# Job Address /90/ 5'C Iyi 110- -BlyC�ISSUED BY THE CITY Permitee: AT&T(fka BELLSOUTH TELECOMMUNICATIONS) Telephone# 904-7779052 ext 320 Permittee Address: 7666 BLANDING BLVD JACKSONVILLE, FL. 32244 ATTN: Nicole Padron Requesting Permission to Construct: TELEPHONE CABLE JU6 A� 'UC(o g l'4a rl Location: (Reference to Cross-Street; _ 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes(X) No ( ) Date: fo,.a/ -()el Bell South Telephone Company Yes( ) No ( ) Date: Ferrell Gas Yes(X) No ( ) Date: /0-'Pi-U°J Comcast Yes(X) No ( ) Date: 10 dT 01 — 2. Whenever necessary for the construction, repair, improvement, maintenance, safe land efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of CLINT STRICKLAND (Contractor's Project Superintendent) located at Telephone#: 904-393-4958. 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with 60 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed Pa,ca,�,�-, Date: Before me this day of in the County of Duval, State Of Florida,has personally appeared cc it Notary Public at Large,State of Florida, ounty of Duval. My commission expires: ;l/f,1arf.0 lql_ µ ac-,""4 rsona y Know or Pro entification: f ,� BARRY" 0.WOODS MY COMMISSION#DD 612233 " EXPIRES:November 6,2010 9a&d`9n Nolq POM Und6whrs i-VICINI lY MAP cc :7 z q L Ed sF� W 0 BURIED SYMBOL LEGEND --P,*---w7Emv Zoo, :3D —8J— --BJ— BMJW-lva Mom EKLOX URfBq MAME QR PIKItOW WORK LOCATION CA-MKFc ME WWR imfi.lmwm svt ------ WA KK 01A CUT PAIEVENT WA-- SpLom PIT IZ, MOM WA 1100 LENCEPTH CALL 8-FORF YOU DIG lxtv7l ONE-(:PLL 1-000-432-4770 11 Is PC W��Tws m5ponslefLITY M�W I PROPOSED 4X5X4 UTX TY.COWMIPS PRW M MY CONSTRUM"M SPLICE PIT TK wl,mxm I—I M..I W—; .M.ll.� ST W!tW To 1W L�".T.1 EXISTING AT&T 111TIES .""JA STING BURIED CABLE sVlc�q A TTSE PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF ATLANTIC BEACH rASELVILLA BLVD JAX BEACH MAIN Lilley.James 904-727-1558 Auilvrlzatlorm 93ES8142N of Utz 1101 2: u: PM Public Utilities — Distribution & Collection [)are: Initials: Project Narne/Address. Check Box Application 'Tracking Comments To Add Comment Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- 5834, Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ,A, sewer cleanout must be installed at the property line. Cleanout must be covere with an RTI concrete box \A,,itfi metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be wisprinkled. If'plans change, any fire line installed must bt metered with a Sensus touch-read meter in a properly sized vault and an appropriate 11 0 backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. iffires prinkiers,�stern is pro-vided, contact Malcolm Oemons at 247-5839 for backflow 0 requirements. At a minimum. will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter, Meters larger than 2", must be installed in a vault as noted in JEA specifications, El Cl o VICINITY MAP jA Q ¢ J L > SFy uwi z BURIED SYMBOL LEGEND Prop m Edav QNN*u qe � �B� --8— &HIED CABLE —BJ— ----BJ— M OR-TRENCH GprO z ENU ME q i[] MOM ME O,P q�eA C] wwNat aR ------ i PrGcgl0al ®WORK LOCATION CA-M�KR tAaE wwcER MD SVC NPE r —p/— -u— JAQN1-IBENCN SVC ------ WA BpE 1905 f x/A art MEW I 1 INA SRM P11 4 260'0(779 N/A TRENCH IENCBEM j CALL BEFORE YOU DIG S17W SiRTE 190], DF IORLOR,INC. 1-800-432-4770 WS SCOOP — ( PROPOSED 4X5X4 IT S TW 01MACTORS R s �®lurr to CWXT SPLICE PIT u�Lac COTW of IJTwr¢S arrow M TN Pial FOP 7��J AS WP 1490iE"POS5 lWafi.ETE.TNER OK F EXISTING AT&T `JTTtUTTWS IS NO THE a°CPi10N OF�'�'�'"0� BURIED CABLE Raw SE�r,LLA A T TSE PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF ATLANTIC BEACH 1901SELVILLA BLVD JAX BEACH MAIN `� Designers LIIIey.James _- Pho- 904-727-1558 Aufhorizoflom 93E68142N Dwg 1 of I 10121M09 12:4605 1901 Sevilla Blvd. 1917 1913 1912 i 1921 o"i 1,0 1909 1908 r i 0 V ��- 1925 LU NCO 1905 1904 1901 _ y 6"Sewer Service Water Meter/Service 1 { 8" Gravity Sewer I 1898 8"Water Main 1800 1894 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904.247-5800 an q Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 Date 16) - ©9 J Pt�iMIT# Job Address 1901 Se!Vi lla B l�VCS ISSUED BY THE CITY Permitee: _ AT&T(fka SELLSOUTH TELECOMMUNICATIONS) Telephone# 904-7779052 ext 320 Permittee Address: 7666 BLANDING BLVD JACKSONVILLE FL 32244 ATTN:Nicole Padron Requesting Permission to Construct: TELEPHONE CABLE JUb 4 13e 181 ya r l _ Location: (Reference to Cross-Street; _ 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes(X) No ( ) Date: 10-2/ -07 Belt South Telephone Company Yes( ) No ( ) Date: Ferrell Gas Yes(X) No ( ) Date: Comcast Yes(X) No ( ) Date,: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of CLINT STRICKLAND (Contractor's Project Superintendent) located at Telephone#: 904-393-4958. 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with 60 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holier will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER p _ Signed.`a{.L°L�i-t acv��r Date: Before me this day of in the County of Duval, State Of Florida,has personally appeared 4b Lemic %-AJZc,n Notary Public targe,State of Florida,A, jaunty of Duvet. My commissionn expires: r I/6 gofy mora y or P entificatbn: i``r� RAM&wa>os :.F M OOMMS 11ID0612233 F)"RE&November 6,2010 aa�.a7fw►brryi'ubwtrws CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �yy ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001789 Date 10/23/09 Property Address . . . . . . 1901 W SEVILLA BLVD Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TELEPHONE CABLE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WILSON HOMES, INC. BELL SOUTH TELECOMMUNICATIONS 9953 ATLANTIC BLVD. #231 PER M GRIFFIN 5/15/08 NO JACKSONVILLE FL 32225 LIC INSURANCE REQUIRED ATLANTIC BEACH FL 32233 (904) 256-3182 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 10/23/09 Valuation . . . . 0 Expiration Date . . 4/22/10 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Private street - complete restoration required. Homeowner Association point of contact is O. C. Gregg 246-0978 . ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ' CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS R + 800 Seminole Road 904-247-5800 afsi� Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 Date_ /d - ?/ -09 PERMIT# Job Address 1901 500'110, 'BI VCS• ISSUED BY THE CITY Permitee: AT&T(fka BELLSOUTH TELECOMMUNICATIONS) Telephone# 904-7779052 ext 320 Permittee Address: 7666 BLANDING BLVD JACKSONVILLE FL. 32244 ATTN: Nicole Padron Requesting Permission to Construct: TELEPHONE CABLE Job # q3e�8Iala f1 Location: (Reference to Cross-Street; _ 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes(X) No ( ) Date: 10 aJ -07 Bell South Telephone Company Yes( ) No ( ) Date: Ferrell Gas Yes(X) No ( ) Date: /0-,9/-09 Comcast Yes(X) No ( ) Date: IV, /0_ 2. Whenever necessary for the construction, repair, improvement, maintenance, safe land efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of CLINT STRICKLAND (Contractor's Project Superintendent) located at Telephone#: 904-393-4958. 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with 60 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER __ � pp � �p _ `� Signed`r-Vt G''C-1 Pa& � Date: Before me this day of in the County of Duval, State Of Florida,has personalty appeared a),c..ig % J aryl Notary Public at Large,State of Florida,County of Duval. My commission expires: rsona"a yC Knowor P entification: BARRY t3 WOODS W COWMISSION#W 612233 EXPIRES:November 6,2010 8ond�d Thru Nary Rb10 o 1901 Sevilla Blvd . 1917 1913 1912 1921 �� 1909 N 1908 .. .......... 1925 J � W N 1905 1904 1901 6"Sewer Service Water Meter/Service i + 811 Gravity Sewer 1898 f' I' I, 8"Water Main 1800 1894 it I = VICINITY MAP ir /T \ Q J � SF` ' To BURIED SYMBOL LEGEND PfWd E Qnd✓pNEt A�Lp sgjG T --ea --si-- MOAN-AM �fR z EttE�IAE 9p� tO t ] tNnoNru Rtgq C] 'vwaE Oq tr--1 ;--+ rnrtasur ®WORK LOCATION GB:�• 59:.x. EAaE WNt[B ,pEll•iR"In % WA I am 1905 ® WA Cut PAYEWO F-1 WA E ico PIT PArom WA two tEN WIN % % CALL BEFORE YOU DIG S IlMTATE 1901 QF FiflasM,ltr. 1-ee0-432-4770 j TVa FULL BIA,GAYS BEFORE YOU 016 OA J PROP JEO 4X5X4 vraljlW 1cerrw ro°MI I.T.11 cnw mT SPLICE PIT Tic wcATUS:ar unurae wow o0 TMS P1Ar APE SDP l J _ `` PPApxaM E ND x859 Y I C01pLEIE INEmim EXISTING AT&T u`cr�Tmcs�re mre�m.utAC"T1ON pF LLAO "a BURIED CABLE ATT 5 E L�0- •.�•` � PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY Of ATLANTIC BEACH 1901SELVILLA BLVD Exchange: JAX BEACH MAIN Oesipnen LIIIey,Jomes Phm+e: 904-727-1558 Authoritatbra 93E68142N Owq of , J CITY OF ATLANTIC BEACH j PLAN REVIEW SHEET Routed to: Building Department Public Works&Public Utilities Departments I 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 Ca (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COM//M��,,ENTS Permit Application# Ul_S! '�55 Property Address: 1 —1 01 Applicant: 6 ►✓ Project: oddlOn This permit application has been: d Approved as noted by the Department. Final application approval must come from the Building Department. C Reviewed and the following items need attention: r C ; Please re-submit your application when these items have been completed. Reviewed By: fT Date: Date Contractor Notified: CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD -� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033455 Date 7/17/06 Property Address . . . . . . 1901 W SEVILLA BLVD Tenant nbr, name . . . . GARAGE ADDITION Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 9000 Owner Contractor - ------------------------ ----------------------- KOOBA, OFER OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . 75 . 00 Plan Check Fee 37. 50 Issue Date . . . . Valuation . . . . 9000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 .00 Plan Check Total 37 . 50 37 . 50 . 00 . 00 Grand Total 112 . 50 112 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. J Sy�4r�J, R E C E i v E !' CITY OF ATLANTIC BEACH �V CITY OF AI LAN-10 BEACH y , tf g " y r�� NG BUILDING PERMIT APPLICATION JUL 1 200 (New or Alteration/Additions/Residential &Commercial) `N Date: 9- d 6 Job Address: S'e ll(144 L Owner's Name: t Od 6, Address: ��7or ( '�e f1/�� /;I- Zb _ Phone: of �� C1 oZ - Contractor: 04V1111- State License Number: Address: Phone: City: State: Zip: Fax: Describe proposed use and work to be done: tiara S g Aa, Present use of land or building(s): Valuation of proposed construction: opot�v Is approval of Homeowner's Association or other private entity required? If yes,please submit with this Application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area? g�NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane,AB,Telephone#is(904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST,AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http://www.coab.us Revised 6/06 Page 2 Address and contact information of person to receive all correspondence regarding this application (please print). Name: ��" �� ✓ // Mailing Address: Telephone: d- G Fax: E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate o cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of constru > n or the p ance of construction of the property. I understand that the issuance of this permit is contingent upon the above informatio ing true ect and that the plans and supporting data have been or be provided as required. ;;� nY'e' L'aa Harmon I MY COMMISSION# DD294572 EXPIRES—7 _^ r February 264,20 (J Signature of Owner: - '"" DTHRuruoYF AS TO OWNER: ,\_ f�1 Sworn to and subscribed before me this ` day of '20 V V State of IVW County oRVU4Won MY COMMISSION# DD294512 EXPIRES February 26,2008 6 '•?�•• �;: BONDED THRU TROY FAIN INSURANCE,INC Notary's Signature: Personally known ❑ Produced identification Type of identification produced Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of 220 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http://www.cogb.us Revised 6/06 Page 4 CERT?FIEO Y0: OFER K006A PEOPLES FIRST STEWART TiTE & GUARANTY COMPANY RiC,HARD T MOREHeA0. P.A. LOT E ►ouNo I/'j•IRON 1'IPt N � IT -„t� ... LOT 2 �� w tam \ 5 153200+ E � r LOT 3 w LOT 7 Z 20,h J�A^J_ w,� .i LLFCTRIL AU rw(7w iY ��$�bD�l } "�~� �~•v =' r / \s LOT 4 a fgvmo 112' acm PIPE NO Io(N71►IcATIQ. PMT Of Cots "'t, 1 w rwata s 1074. Oki \4 40 a. Fpt y, FOUND 1/7' AI SEV w �f / � �O / � r�� .�r�,• � I LOT 5 0 R, �< L 13 07'M rWND AMM ,L, i ACC4P C Iy, R = RAD)k.t ---•x— ft FFJICE L Lfi+GTM — CONCRETE .,Crs REVISIONS BCA.RINCC APE RA;CC ON n+C _ PlA7r _ tiEAxrNG Of _ N 13!t 7A�_f_ ALONc T>+E WESTER;Y SOUNOAPY UNE OF LOT 6. SE`ALLA GARprNS LIMIT ONE. CATE DCSGu+I•".:.•�. 2 8, CRAPNIC PLQTTNC; ONLY Th( CAPnONEO LANDS LIE WITHIN FLOOO ZONE AAS SHOWN 00% THE NA^iONAL P,000 1'•I^JRAhCE VAP OATEO APRIL 17, 19E9. COI.VVNITY NUMBER 1200)-6,-T (•� owl 0 TH:S SVRYLY RtrlCCT, ALL EASEMEN T5 k MMMT$ 0/ WAY AS RER RECORAEO PLAT 4/OR nTLL q<muIT>+EN' Jr %-,PPVF_D JNLCSS OTNfRw151" STATED NO OTHER n%E vfRInCATION MAS BEEN PERFORMED lY PIC t1NOERSICNED 'H.S SJRYrl NOT YA410 M KOUT THE EMBOSSED SEAT Or THE CERTIFINC $VRYETOR. --- ,ARCMTECT aRAL kFVIFW COMMITTEE APPLICATION 1wmeowner Ivy OFUR- 14o 0 3 i;l- Prop" Street Address.. tig 7 z�' t�c�Tele�rk►tsne: 2�� ..,..n...... _.,.,�.,._ Dayfitne Tekj)how, t06— ....... Email Addrm Description of Pr1Dp s-W Werior change, improvement.or:request for teoVorary Iwiawe; (ple include. materials.enikars. t�3i(y will W ixm wo&and an other relevant inftwmatim to levalume,pmjee for structures, include a.cry of survey; for Mom and nuuerWx .pl.fc: inulu&samples) EAinwed Stan Date: C letio mate: FOR,,R"OART}I F UNLY; Apptvwd Uiopprowd Date: Condifions of Approval; Signatures of AR.(. Nkmbcra: ._ FOR`I'BINVIPORARY VAR 1,qigt of Board Men�x��: {!'VC 3 .1-ia� ..{{U� 44 t, f 16.,'C.>t9 l.i .it,t.�'.lil-AT; CITY OF_A?'-E; i iCn�N�L l Bl)ILrJ!�G z ZO JUL 10 2006 NOTICE OF COMMENCEMENT .06 State of I" L Tax Folio No. County of /,t,V& To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COivlivlEilCElvfENT. Legal description of property being improved: /k ins _Address of property being improved: General description of improvements: d Owner: Address: Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: Contractor: a vs.`�--�— Address: Phone No: Fax No: Surety(if any): Address: Amount of Bond $ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: _Fax No: Name of person within the State of Florida,other than himself designated by owner upon whom notices or other documents may be served: r--Ip (✓e Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: " Expiration date of Notice of Commencement(the expiration date is one(1)year,fro r the date of recording unless a different date is specified): Lisa Harmon *: +_ COMMISSION# DD294572 EXPIRES February 26,2008 i}';•' `,;T RU TROY FAIN INSURANCE INC V � TIES R S SPACE FOR RECORDER'S USE ONLY — (G9._ 04- Signed: rDate: . Doc#2006238162,OR BK 13378 Page MO, Before me d of t in the County Number Pages: 1 of Duva t Florida,has personally appeared Filed&Recorded 07/10/2006 at 10:29 AM- LN JIM FULLER CLERK CIRCUIT COURT DUYAL COUNTY nr RECORDING$10.00 Notary Public at Large,State of Florida,County of Duval. My commission expires: e Personally Known: O1 Produced Identification: Special Information for Owner/Builders DISCLOSURE STATEMENT for Section 489.103(7),Florida Statutes: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THE LAW. The exemption allows you as the owner of your property,to act as your own contractor even through you do not have a license. You must supervise the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of$25,000 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have built yourself within one(1)year after the construction is complete,the law will presume that you built it for sale or lease,which is a violation of this exemption. You may not hire an un-licensed person as your contractor. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that the people employed by you have licenses required by state law and by county or municipal licensing ordinances. In addition,the owner must supervise construction and becomes liable and responsible for the employees he/she hires. This responsibility includes,but may not be limited to: 1. Workers Compensation, for workers injured on the job. 2. Social Security Tax must be deducted from employee's wages and matched with owner's funds. 3. Federal Withholding. Since owners must be liable for injuries to workers they hire,the Building Division suggests Workers Compensation Insurance be purchased unless the homeowners insurance policy clearly protects the owner. Owners hiring workers become employers and should also observe IRS withholding tax Form 1099 requirements on the workers they employ on their improvement work. Un licensed contractors cannot be employed under any circumstances. Owners are subject to a$5,000 penalty under Florida Statute#455.288 )insti ated via Building Division citations. An Occupational License is not adequate. The owner should physically see t c unty Certificate of Competency or the Florida Contractors Certificate to ascertain a person is a licensed co c r. Telephone the building Division(.247-5826�f in doubt. I hereby ac wle a th a read and understand all the above on this /(-) Day of, Lisa Harmon / ql l ,: ,r MY COMMISSION# Owner uil Sign DD294572 EXPIIBdress February 26,2008SURA `�-. � L fj._ ,_ , .+� cR;•` QCNDED THRU TROY FAIN INSURANCE INC a Print Name G /��(/�/)� Telephone Number STATE OF FLORIDA: COUNTY OF DUVAL Before me personally appeared �� to me well known to be the individual and owner builder described in and who executed this instrument and severally acknowledged the execution thereof to be his own free act and deed as such owner builder hereunto authorized. a 4Name: � WITNESS my hand and official seal thislU day of, k ae ch_ County and State aforesaid. t�Y'Py Lisa Harmon MY COMMISSION# DD294571 EXPIRES NOTIC,ST OF FLORIDA February 26,2008 print c BONDED THRU TROY FAIN INSURANCE INC MY COMMISSION EXPIRES: �®rsonally Known ❑Identification: _j yl�yrl_- CITY OF ATLANTIC BEACH r PLAN REVIEW SHEET Routed to: U Ifl Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane ,-Ca Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D.KaluZniak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# ao Property Address: ( - y I a-) V Applicant: t 1 ! ( r Project: This permit application has been: APPY roved as noted b the " _ Department.Final application approval must come from the Building Department. IReviewed and the following items need attention: (�, In I/MZ o? �- v i Please re-submit our a plication when these items have been completed. 11 S �CE Reviewed By:_ JU(.CEIVED JUL z 2 2006 Date Contractor Notified: bb JL Y: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (New or Alteration/Additions/Residential& Commercial) Date: - d Job Address: lal9l '5'ey!1/-4 Owner's Name:_ sy c Address: �dj( �l�eg� Phone: aL' if� G� of Contractor: o wh z State License Number: Address: Phone: City: State: Zip: Fax: Describe proposed use and work to be done: -A f"e /} eP• r°d gr-n Present use of land or building(s): c L a-f11 cc, Valuation of proposed construction: `-t' Me , 00 Is approval of Homeowner's Association or other private entity required? If yes,please submit with this Application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area? T+ NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane,AB,Telephone#is(904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST,AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 - Fax: (904)247-5845 • http://www.coab.us Page 2 Revised 6/06 I T 7 -Pe, 4 1 � nvc LOT 2 s v✓`� '�' ` S S 656'20 E LOT 6 \ ur) LOT S dk LOT 7 IQ !� a vim• `� � ,� �'' ?Olt A �Urt rn I.G ( TRt l f 0�tL 112' P�P C � Y Oow T Of 'Novo '/'2' �Qq,�W rwpCD yc ly SOLI 0 }J O C ,\ Address and contact information of person to receive all correspondence regarding this application (please print). s� Name: ��' / Mailing Address: d/,i�! Telephone: d)-:/7 G Fax: E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not The granting of a permit does not presume to give authority to violate o cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construn or the p Trance of construction of the property. I understand that the issuance of this permit is contingent upon the above information g true ct and that the plans and supporting data have been or � be provided as // �j-- required. 'Y'`"e`er Lisa Harmon j 1 MY COMMISSION# • DD2945T �Ron,w2 E} Signature of Owner rFa (� AS TO OWNER: Sworn to and subscribed before me thisday of �� 1 20 ,�. State of 1y1'jY County ofllUon P r MY COMMISSION# DD294572 EXPIRES February 24 2008 '??• 'q'dS' BONDED THRU TROY FAININSURANCE INC Notary's Signature: Personally known ❑ Produced identification Type of identification produced Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 4 Phone: (904)247-5826 Fax: (904)247-5845 • http://www.coab.us Revised 6/06 CERTIFIED TO: OFER KOOBA PEOPLES FIRST S TEWAR T TITLE & GUARANTY COMPANY RICHARD T. MORE11EAD. P.A. LOT 8 N x� sr -ft' .14/' r► >R`r "°f,.:r LOT c 0yo- S 15"56'200 E ! 3200' i Lor 6 LOT S LOT 7 I.Q au J �� 1900 s� y' �� '�.► NOE N CL 9 :os 3AOc �,II' rL�m,t - �--1` AU n.ptlt n E A SEdO+i r Io to � LOT a F Ilio,p�wE rnCA C" \ ` N •- *OPT or s , \ 00 S 1074- I N4 '17,x. �d q� �► qIV ck. r � oSEVI '60 0 "Op- \ CID- X LOT RiQyL � L� wRD -PLS 1a71• fiTfi��BeCItAAux.n UtCtD n - a = RAO,I.c -- x— FENCE - - j,,(C Tn - CONCRE TL BEA.R,wC A"[' RA+..0 ON M _ PIAT t QEARINC Of N Il 1A E y AIONc. n,E REvISfONS r'CSTFP� r BaJN'J ARr UNE OF lOT 6. SE YR.LA GAROfNS UNIT ONE. -� 8* CRAPMIC PLQT'nNQ ONLY r►,E ,.APTIONE0 LINOS LIE IFA NIN 01000 ZO►< A A OA TE DCSGR+Pncr NAn0"L P000 I'.^JRANCE '/AP DATED APR,L IT. 1909. COUVVNITY NLL4 t2Ot200)S,�i,NAS L Nr n+s suRtLt RLIIECT, ALL EASE►�EnTS k RIp+T'S 0/ WAY AS PER RCCOROM PLA' &/OR nTU COMuITb[n' f S✓PPUED JNLESS ONERm9' STATTD NO OTHER nTLC YEP,ncAnON NAS SEEN PEWORuCD eY TIIC 17NMRSICNEO >+S 5UAAr NOT YAIIO Wi HOUT THE rvacscm cc., M .o ItRvom, GomlV l 'T :AP#'LI ATI N 1-lorrtownm N-ww: F � P-O d /3/} I-Iorw TelJrhork:: ZY - `/ 7 Z Daytime Tekrbone Email Acidness Dew'P on of Pf'OM"M exteficrr a <<. impru'vvmMi.or reques-i for tenVorary (Pleme include:au-terink cokws. whn will vwr4mm worL and all ad relevant infr�i�tc�e�•�luwe ftmyew: fur btructures;include-POM,of sureqftw colnrx alai-nWoriA.vktugc jW1jo sam�rlr%F Estkaued Srarl Daw: (1/ EstimtW Completion Date:-410 FOR ARCI OAR131I,9 UN LY; ,kppratiVi Dimpproved C4►ndit ns-.ofA irc[l: '— i -- ii Z _.}------- - -- ---- SivFMtWWA ref Afii:'_Nk-mbcrs-- �' I'RMPORARY VARI.'INC Si�t�i cIfBuattf lllcz�tx'rs: - --------- " - - lV !,�S rLJJ'l Ji a zi1 CITY OF ATLANTIC BEACH r _ ) PLAN REVIEW SHEET Routed to: "r 1 Building Department Public Works&Public Utilities Departments in J;319 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 .Ca (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# l!l o Property Address: l q& l c V ' 1 W pi VW Applicant: Tot-"r P( 'y-).Jti Project: C-AL This permit application has been: , Approved as noted by the 1A Department. Final application approval must come om the Building Department. Im . ntion: Q �---- V 1&: } Mw NO/ Ya • Please re-submit your application when these items hive been completed. Reviewed By J Date: Date Contractor Notified: Ca CL—7-11.0 GB/8-3-88 Page 6 6617102275 r;:F,` '[:,i R'VoROS 7.20. Yard Setbacks. Minimum yard se`Cback's ` s all be as described below: 7.20.1. Front Yards - A minimum of ten (10) feet 4 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 C17 �h�r� V t be staggered at least ten (10) feet from existing adjacent LA'Ni 13EACH buildings, if possible. The ARC encourages, and may require, SIG deeper front yards. i JUL 200 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. �V 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 E 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. I 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 t , rs`"ir�� CITY OF ATLANTIC BEACH I� BUILDING PERMIT APPLICATION (New or Alteration/Additions/Residential & Commercial) Date: Job Address: Owner's Name: y IK: K&—Q e2A Address: lef(9 ( I?., V/ ��`%� ! Phone: of �l,firG� of Contractor: OGt/fjQ�" State License Number: Address: �" Phone: City: State: Zip: Fax: Describe proposed use and work to be done: GGLrao Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? Alf yes,please submit with this Application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area? 2]NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane,AB,Telephone#is(904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST,AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF TILS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fag: (904)247-5845 • httn://wwAv.coab.us Page 2 Revised 6/06 Address and contact information of person to receive all correspondence regarding this application (please print). Name: y �`�f"' / ''✓ Mailing Address: vI fl G Telephone: d-17 Fax: E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate o cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of constru 9n or the ance of construction of the property. I understand that the issuance of this permit is contingent upon the above information Being true ect and that the plans and supporting data have been or 1,�}!be provided as required. ` ` ti°�Y Lisa Harmon MYCOMMISSION# DD294572 EXPIRES -7 j9� e February 26,20 "' �- �/ Signature of Owner: ?"' r TNRUTROYFAwIN AS TO OWNER: Sworn to and subscribed before me this day of `.., 4 20( . State of County otLMUrd4tnoo P MY COMMISSION# DD294572 EXPIRES February 26,2008 n . a "DED T11RU TROY FAIN INSURANCE INC Notary's Signature: Personally known ❑ Produced identification Type of identification produced Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http://www.coab.us Page 4 Revised 6/06 URTIFIED TO: OFER KOOSA PEOPLES FIRST STEWART TITLE & GUARANTY COMPANY RICHARD T. MORCMEAD. P.A. LOT 8 lz �� LOT 2 S t S'S6'20 E Lor 6 �. ' dk LOT .5 v! LOT 7 Id \ �. M ID Si KA PO,rS 4 W;P c,.fCTR,L jr OLU - • 1 /LOT o fq,NO 1/2' aloe P,PC KO,0ptnnt;Agpt. JJ C d1 eOMT 0/ Goy ctMrE\ i oI �� (qr�w`� rAw� s le [ \ w ` /A� \ \ Jv ,A04' •�� e.�r.` c m ,/7 Atli, S w PAMPICD ►LS 167.' � o&00L 'r LOT S � F �s 08D>SAT• 3 01" }j O L ►�a,4o ,/Y moi Poo twr'M 'o>_s 1474' � C1tC�ROh- 6 ACCCP 0 -L vf•T.... P = RADic c __.x— . FENCE —�— ;jhftn CONCRETE — 9tARtNC� XPF RA+CC oN nNt _ PLA7 CEARtNC Of N IJ'}l lig E REVIStONS KSTEP,Y "jNoA UM[ OF LOT 6. SEIALLA GARpFNS UNIT ONE.-- KONG n+E 2 By CRAPMIC PLOrnNG ONLY flit CAPTIONED LAND$ LIE 1M THIN PLOOO ZONE A _ A OATS D(KR,p n�^,.h ww^,OtAA-L ►:000 1N!:'JRAhCE UAP OATED APRt ts• ,9E4 CO►tMt1NITY .�. S SHOritq Ow Tuf iWm6ER t20075. ANLL - W, SL_ ` �+•S SV ED R LJESS ALL EASE►AEN"5 k RIC.NT$ 0► WAY AS PER RECORDED PLA.' k/OR TITU CXWUINEn' R1PPQED JNLCSS OrNERVA9' STATM NO OTHER TITLE YCR,f:CATION "AS SEEN PEWORUCD aY THE UNOERSICNET • -ILS 5,)R,4T NOT YN 10 WITHOUT NE Emaos T1 Cr., M w.r vim... ..._ _ _ SLS IL.L.A. �-r; =' i - A -s:( )'VvNE �.`�SS(_ (a�x "1'J _ ' ARCHITECTURAL RIK YIXW COMMITTEE APPLICATION Hpm rune i s OF eR P-o a 13/--t qtr Addrews. S-lixt r¢ t °17 Z Dayrime'fek*1011W. Email address: -Description of pn3p6 ii exterior a e;i ovemwnt,,or=rquest for ten racy vwiance: tpkmm ineludc. cr terink.cmkw; tichn will perfl rm work.and all pn+J,�e ftu atruc tum,include a cry of survey; for critnrs irx tui3ts waip") Eyed -Stm"Attie: Esti ted Completion-Date: FOR ARC ARt3_l MF[ONLY, Appipvcd Mappmved � Tare. 4J�4 Condifins-.6fAorm2k Z. lSioneture afARC:W-mbcv . FO `i'EI4Il't�ItAR 'V 1 t1 Iti ,-.;1cgtra ,tc of Board Mcry6A: ?A a1 ;-H t Lce:s� 9s.r1 Fij`#}RFt� � JC4' • f3� L•= _ i i�. �:�i s 3T.<f': 't :�4y; � :_�'i� i�";.f l t-! �3:L'-ir.S ��ii'.`fi2'ift'�' - +i3:�'! .��i;:lf� .-t•- t---[ �__<<d-.li.�.Ei;`k ._'-r'_�._�3�;? i> i=.'�:-� a 13 ' FG T26-,� ,� E2 �J `CQ.�Ga tD ��KS 4i7/l CD N Q _0 1 3' S " ( 00 Q 00 z 0 co CD cou- o � r = N 1 '4` cn �; 92J 139F O N OD FGT3I loll I 2 I�•.�4Ml S .-._..._. - _ JOB : WILSON—LA RES . O �� LOC : DUVAL CTY _ °' DESIGNER : DICK G _ uo to f ATLAS BLDG . & COMPONENTS f---- 20 ' � P . O . DRAWER 147 PALATKA , FLA . �k-f 10" 26 ' 10" I L% -� r Jill,I Mills . o i Ul ►-' 4 fV ao MbFill � co _I = C, -� _ AN 'i. 3 to 1\3 N tO _ -u D = U) p p > O � n m r I— Fill �41 . HF' N ,-► D >cn m r- C-) Z m y� i f O r co 3' ' a,� • _ N -0 Z 1 1 fir++/6 ) +►, m n �_ t -Z a}N'�-- 10 - 2 N -�{- -- 19 ' 6 23 ' 60 w Y j t to m ------- -- -- A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033650 Date 8/07/06 Property Address . . . . . . 1901 W SEVILLA BLVD Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ KOOBA BROOKS & LIMBAUGH ELECTRIC CO 1901 W SEVILLA BLVD 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/03/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. e CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Y CJ 20 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 CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MAS L T CI GNATURE: � S OWNERS NAME ��. C l ADDRESS: BLDG. SIZE ( IJi I �CIRFD BOX _ RES BETWEEN: APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD REW ADDITION TRAILER( ) TEMP.( ) SIGNS( ) SQ. FT SER E: NEW INCREASE REPAIR( CONDUCTOR SIZE AMPS: COPPER ALUM, FEES vV SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT EW�AY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL SWITCHES 0.30AMPS 3 LI 00 AMPS INCANDESCENT FLOURESCENT& M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CEII . KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. KVA NO. KVA NO.NEON TRANSF. NO VA MA MOTOR SIZE SWITCH FLASHERS EACH SIGN Updated 5/20/2002 r •IS; CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD =` ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-00033649 Date 8/11/06 Property Address . . . . . . 1901 W SEVILLA BLVD Application type description ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 800 ---------------------------------------------------------------------------- Application desc REROOF (GARAGE ONLY) ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- KOOBA, OFER GATES ROOFING EMPIRE INC 10575 OLD DIXIE RD, SUITE B ATLANTIC BEACH FL 32233 ST.AUGUSTINE FL 32095 (904) 247-2228 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 53 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 800 Expiration Date . . 2/07/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 53 . 00 53 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 53 . 00 53 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND TILE FLORIDA BUILDING CODES. i CITY OF ATLANTIC BEACH PERN T CALCULATION SHEET Address 6f Date lf`zyb - Heated Square Footage @ $ per sq$_ $ Garage/ Shed @ $ per sq ft= $ Carport/Porch L4)@ $ per sq ft= $ Deck- @ $ per sq ft= $ Patio @ $ per sq ft= $ -TOTAL VALUATION: $ Total Valuation d Rmnaining Value $ . per thousand or portion thereof l CONSTRUCTION TYPE: TOTAL BUILDING FEE $ 5 ZONING: _ + 1/2 Filing Fee $ $ FLOOD ZONE: ( )Fireplaces @ $35.00 $ IlvIPERVIOUS SURFACE: BUILDING PERMIT FEE $ 5 3 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT.$ SEWER TAP $ C ( ) RADON .0050 $ SECTION L PAVING( } $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ' ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: s r CITY OF ATLANTIC BEACH r PLAN REVIEW SHEET Routed to: S,Makowski Building Department Public Works&Public Utilities Departments L. Higgins 800 Seminole Road 1200 Sandpiper Lane oerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS /,, /� q Permit Application# [yQ — 5---5(V`4 l Property Address: ON �V l 110 O I V C� w Applicant: i Project: (;JWOW) OVAIL�� This pe mit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. E3 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: W Date: ! l b Date Contractor Notified: Jan 28 04 08: 07a Information Systems 247-5845 _ p. l __ ii GE . _. 1 :ITY Jr AILr+ , LACI-4 t. r fl CITY OF ATLANTIC BEACH AUG 0 7 2006 ROOFING PERMIT APPLICATION I 1 Date: Job ' Job Address: \ �U l 1� "� (�C� Lk-11 3 3 -- Owner of Property: Address: 5 �l� L `,c� , 1.-- - Telephone: Contractor: �� State License Number: C C C 3 2- 7 I Z S Contractor's Address: . Telephone: �'l 17 - 2 -L 2 _Fax: Z C/ 7 Scope of Work: �2-e r-O p 4- O-^- CkC-D Deck Slope: Greater than/2::.,12 � Less than 2:12 Valuation of work: W� Product Name(Example:Timberline): ^A- 2/ Manufacturer(Example:GAF): k 7,Ik �^ ASTM Designation(s): :Y Required Inspections: Sheathi g an Fin Signature of Owner: Date: Signature of Contractor: Date: AS TO OWNER: Sworn to and subscribed before me this day of - . 20 State of Florida,County of Duval Notary's Signature: —I�I�iew ❑ Personally known My oomrmsm DM28777 ❑ Produced identification a Eg4m June 14,2008 Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 . State of Florida,County of Duval Notary's Signature: ❑ Personalty kn ❑ Produced identi c �MY wwnbNont�28M Type of identification produ 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 Fax: (904)247-5845 •http://www.ei.atlantic-beskch.fl.us Page 1 Revised 2/21/03