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Permit 309 Magnolia St (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: 309 MAGNOLIA 51 RUT Type Work: Property Owner: CORK Gc-N A F KR Phone # Contractor: bluff NAv�m aObl.S & SPAS Phone # 6 10 _ Q A 9 Permit#: QA _ z Date Issued: 12 0 Building Inspections: Footing - I c)-(OS Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Tree Permit# [- YES NO Electrical Permit# Date/Copy to I -] JEA Temp, Pole Permit# Date/Copy to r I JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# Inspections: Rough Final Plumbing Permit# Inspections: Rough / Underslab Topout Water/Sewer Final Drainage Inspection: Pool Permit# F)-j - c _ U,_ Inspections: Steel Final Grounding Final Z- Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: Ain,LRL.,S BUILDING PERMIT NUMBER "? 20 INSPECTIONS : FOOTING / 2`-/ UNDER SLAB PLUMBING 7 SLAB / -�iy ( 7 FRAMING COVER-UP 1 U INSULATIOPt /- Z - J� FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 7 �3 y �� r z 3 7 INSPECT_ONS ROUGH `y ao FINAL `7--/5- � U MECHANICAL PERMIT # 15�7r3 PLUMBING PERMIT # /v Co L NOTES : r h-S y J1r✓(1_ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Buil pt&gam Application Number . . . . . 07-00000665 Date 5/18/07 Property Address . . . . . . 309 MAGNOLIA ST Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 HP 1 AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SCHAFFER, CLARK AIR ENGINEERS INC 10947 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 641-2333 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/14/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITE' OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ` CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION ur '� Date: -' Property Address: �"1'►�/r/� � / 'S Owner: c( tot Telephone #: 6 � Contractorj�A V1- c FX1e1ZZyZ. }Rje Telephone #: 49-YE,-'sz2 IF57 Contractor Address: /0987 CjeBC-il 61--V;0I L5,. FL Fax #: 3,D 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 . . . . I CITY OF ATLANTIC BEACH $ 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 �N INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029334 Date 12/02/04 Property Address . . . . . . 309 MAGNOLIA ST Tenant nbr, name . . . . . . 10 ' X 24 ' POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 52000 Owner Contractor - -- - -- ------------------ --- --------------------- SCHAFFER, CLARK BLUE HAVEN POOLS & SPAS 309 MAGNOLIA STREET 12041 BEACH BLVD ATLANTIC BEACH FL 32233 STE. 20 (904) 246-3828 JACKSONVILLE FL 32246 (904) 620-0090 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 268 . 00 Plan Check Fee 134 . 00 Issue Date . . . . Valuation . . . . 52000 Fee summary Charged Paid Credited Due ---------- ------- - --- ------ ---------- ---------- ---------- Permit Fee Total 268 . 00 268 . 00 . 00 . 00 Plan Check Total 134 . 00 134 . 00 . 00 . 00 Grand Total 402 . 00 402 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WPIH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE& BUII.DINGW t �s! 'r CITY OF ATLANTIC BEACH ' POOL PERMIT APPLICATION Date: !/— 7- 9 - 0 1 Job Address: -509 M A 6 nl o L iA, 57A E6 r, Owner: 6cN A FF6R Phone: Zi-6 - 3 6 Z 8 Contractor: BL of HAVE// Poo t -S 14,4o SPAS(CPC19-56765`) Phone: rota - o Q 0 Address: IZvtj BEACH 13LvI�? 5T-. Z0Fax: 6za pzo6 City : TA cv-s o N v I L-i-E State: Ft- Zip Code: 3224 to Valuation of Proposed Construction: S z,o o o Gallons: 9, 0 0 0 *Impervious Surface Calculation: poor = G6.5 Sq.Fr.+ Bcoce Rrr4lwi.14,twit- +7_ ZSQFr, TorA'-z �(3.75Gir Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? 140 If yes, please submit with this application. 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 ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us Revised 3/04 i. I hereby certify that all information provided with this application is correct. Signature of Owner: " "ice Date: /f 9L0_( JV 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 upon 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: , Date: AS TO OWNER: Sworn to and subscribed before me this g day of N4'E M 16-tk 200!f- State 00!State of Florida,County of Duval Notary's Signature: Personally known ❑ Produced Identification Type of Identification Produced Kenneth M.Quintal * %W''0/8WXWd :Commission#DD2$505? AS TO CONTRACTOR: (PExpires January 26,20.1., Troy Fan•kVjM k Mia.MX- A Sworn to and subscribed before me this 9 day of 20 0 State of Florida,County of Duval Notary's Signature: S Personally known ❑ Produced Identification Type of Identification Produced ,�k�•� Kevin H. Hoeizer =_ Commission#DD3150134 - aF Expires April 29,2008 q+�i+, .�Bo�dedTroyfMn mMKana,N+c,800�aa4-1019 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atiantic-beach.fl.us Revised 3/04 5 9 MIK' RETURNNOTICE OFCOMMENCEMENT Permit No, �Tax Follo No. 70 � 0000 PHO N E A j� State of o r� a County of o whom It may concern: The undersigned hereby Informs you that Improvements will be made to certain real property,and{n G accordance with Section 713 of the Florida Statutes,the following Information Is stated M this NOTICE OF 0. COMMENCEMENT. Legal description of property being improved: -e-3e(o Address of Ortipert Velnq improved: o / S " .- •� .�, 21tf .8�,/ea fiL 32L 3 3 '0 General description of Imprvvsmenta;/�/�L�V1��/ ��/�Cr •SLIJi�N.nl l��l D�a� D' ID owner art B r' Address D Q D 6L +S ?RT-A, iC eg 44 Fc. JS N Owner's Interest In sHe of the mprovemsnl W Fee Simple-Titleholder(11other than owner) Name - �lP/Ja✓'G(� Address Contractor 7�/'1 A�, ✓ u t✓ 00 5 /0Address l� -,4L0 V- 04-V;1&'F G 3 Lx-Pri6 • Phone No, g,W-of Z0-00efO Fax No. r0 ZO --0 ZO k, Surety(If any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the Improvements. Name I 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: Noma Address Phone No, Fax No. i In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice to provided In i Section 713.06(2)(b), Florida Statutes,(FIJI In at Owner's option), lName Address Phone No,:-_------,--__—_r—Fax No. Expiration date of Notice of Commencement(the expiration date Is one(1)year from the date,of recording unless a different date Is specified): THIS SPACE FOR RECORDER'S USE ONLY i OWNER 1 O �{ 21(3 Signed;t'. �L=`- 2'� Date; I7, o% �1 e 195 Wore me is day of in the Pdgge: 1453 b YappearedELARk SeNAFFEeC F1 ed & Recorded County of Duval,State of Florida,has personally 11/30/2004 10:58:26 AN JIM FULLER Z,mss CLERK CIRCUIT COURT Notary Public at Large,State of Florida,County of Duval DUVAL COUNTY RECORDING 5.00 My commission expires: RECO ;' TRUST FUND >Z 1.00 Personally Known or COPY FEE S 1.00 CERTIFY $ 1.50 Produced identtticaUon REC ADDITIONAL $ 4.00 zolPpv "°s�� Kenneth M. Quintal * * Commission#DD285052 'Expires January 28,2008 OF R eor,db Troy FNn-{nitrm�e ry e00.1eL70fe �eY Or- ooK 10'��` 1 N Pl- ,UNTY, tN� p'o� oUVA� M ©N NO gNT pUE3 )b, s�c r�� c.l� OA. y M A G N U 1- 1 A S TP, E E T ( A 50' , IGwcl� WAY ) Fnd !: " r.n (ce toad —A �9' t3 'Z 1' 89.5 ' 1'3Q 90'8 ori it-vi E �.,.,.. 75• v.�.., GAf2.4C,oE � rtl PoRc.ff '� 14 9' (r? and Z 6rcR( pQ RZAme w/ O © P.F 9L:(9.90) .N Q , ,. Na 309 L-Owe '0,1�r a�a a — , TALE a . ,...1 t$.r' i WaoDEtJ PcA'TtprfM ^ '� FaR Poot/sPA Cy�WrpMr''NT IL Q) • /6.9� POKGN ac j'H(GH or �r'-- 3 NlGat of f DD4 9r AaPnor,MATI,y i' "a"' A'xt�"roNrRFT'r _.___ SPA GRe✓nrp ANd 3'EXPosEv Etnere rR£TN++v�nty vtAtt ---._.:...... ,, AFPRo)(.i'8rtow 6,ea-i4o I Old AND 2'A8+>vE�x/sr/.�4 G.p ✓r�D 5 -r 50,007 + C 0 T jN`S 'AAY4 �SXGiG1. 1 N� 9qa �R Fs D S YM- 13 s ci t1n 1 j"Ih,ks + s WEEP HOLE FORMED BY I MIN NT PIPE OR 1113 BAR IN BOND BEAM RETAINPO WA L ALOW BACK --GENERAL NOTES-- EQUIVALENT NT ler O.C. '�'� E �r,`,_ BLOCK AT 18"(SEE GENERAL. EXTEND ND AND SIDES AS HECESSMY TO (OPTIONAL DEPENDING DE NOTES 6 6&7) BAR INTO TURNDOWN COWAN FILL AND TO SATISFY CK � 1. RETAINING WALL DESIGN IS BASED ON NO SURCHARGE BEHIND WALT. ON SOIL CONDITIONS) - f �OR DECK LOCAL CODES AND GROUND AWAY FROM WALL ON BACKSIDE IS HORIZONTAL IF OTHER CONDITIONS EXIST CONTRACTOR MUST NOTIFY ENGINEER FOR WALL VERs AL REDESIGN.CONTRACTOR WILL CONTACT ENGINEER IF ANY ERROR OR REINFORCING AMBIGUITY IS DETECTED ON THE PLAN. 2 CONTRACTOR TO CHECK ALL DIMENSIONS IN THE FIELD.ANY ERRORS BARS IN OR MODIFICATIONS WILL BE BROUGHT TO THE ENGINEERS ATTENTION FILLED CELLS IMMEDIATELY.ENGINEER NOT RESPONSIBLE FOR MODIFICATIONS MADE WITHOUT HIS WRITTEN CONCURRENCE. 6r On 3. WALL FOOTER SHALL BEAR ON ROCK OR CLEAN SAND OR STRUCTURALLY SOUND SOIL WHICH SHALL BE COMPACTED TO PROVIDE OPTIMUM ��v�/ TO BE BACKFILLED BEARING CAPACITYTO PREVENT SETTLING OR SHIFTING OF THE WALL IYt/"1/� VW CLEAN GRANULAR c 4. ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. u WELL DRAINING f f 5. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3,009 PSI. (, /v 8. TOP BLOCK AND ALL OTHER BLOCK TO CONTAIN HORIZONTAL MATERIAL W/CLAY REINFORCING STEEL SHALL BE BOND BEAM BLOCK TOP BLOCK MAY BE 1-a CH I R BLOCK AT CONTRACTORS OPTION. a 7. INSTALL HORIZONTAL BOND BEAM BLOCK WITH #3 BARS EVERY 18" VERTICALLY EXCEPT AS OTHERWISE NOTED. j 8. ALTERNATED VERTICAL REINFORCING BARS MAY BE TERMINATED AT THE .L M IDHEIGHT OF THE WALL.EVERY THIRD BAR MAY BE TERMINATED AT THE H FOOTER TOP UPPER THIRD OF THE WALL HEIGHT. 6H� 25' 9. CONSTRUCT VERTICAL CONTROL JOINT IN THE WALL EVERY 25'MAX. REMFORCRNG QVERLAP 10. ALL CONSTRUCTION TO CONFORM WITH FLORIDA BUILDING CODE 2091. 11. REFER TO SfWM04G POOL CONTRACTOR'S PLAN FOR DETAILS ON WALL LOCATION ANO DIMENSIONS. 12. INSTALL WEEP HOLE FORMED BY4"O MWTER PIPE OR EQUIVALENTAT 10'O.C. (OPTIONAL DEPENDING ON SOIL CONDITIONS). 13. IF SPECIFIED IN CONTRACT.STUCCO EXPOSED FRONT AND TOP SURFACE TO PROVIDE WEATHERTITE SURFACE.OTHER SURFACE FINISHES MAY BE APPLIED TO CONFORM WITH POOL CONTRACTOR'S DESIGN AND CONTRACTUAL p V REOUNRHNENTS. DOWELS • �I� r I lC GEA;H AToN r� SFIcE —PROFILE-- Wi rt c SSTRBE�uc�wWx.L�rro A DEC 0 't BLUE HAVEN POOLS& SPAS SECTION— 12041 BEACH BOULEVARD B JACKSONVILLE,FL 32246 *ONLY TOP HORIZONTAL REINF REQUIRED WHEN WALL IS LESS THAN r 8" - .IoM. EVERY �' TEL—(904)620-OON DESIGN TABLE FOR CONCRETE BLOCK WALL DIAGRAMFOR ILLUSTRATION WWAAL L SPER ECIFICA71 Few �� TYPICAL SECTION H A B C D E DOWELS 8 TOP FOOTER -'^j ' �v VERT.REINF REINFORCING `� �� Vo" 3'8„ 12" 12" ro" 8 1114l�IS-O.C. 04@Ser"O.C. I:7MCLEAR1N(X8ETV0EENTETOPOFA - - CONCRETE BLOCK s4" 3'4" 10" 11" 119" 8 #4 a 16"O.C. 04!27"O.C. WrAIMIIOVALLePORCH,Poo OINK OR RETAINING WALL 4'8" 3'0" 9" 10" 1'e;" 8 1113 @ 27"O.C. #3 @ 27"D.C. G �� 4Vm r8" 9" 10" 1'2" 8 #3 @ 32"O.C. #3 @ 27"O.C. BE PRDVIDEII IN AcCORDANM VKIN SECTION 3'4" r4" 8" 8" 110" 8 III 3 @ 3r'O.C. 43 @ 27"O.C. i0I5 ofTHE F=MM• 2's" 2'0" 8" 6" 0110" 8 1113 @ 32"O.C. #3 @ 27"O.C. NOTEaiAAY USE: MASTER ro" ret^ s" 4" a 6" 8 #3 Q 32"O.C. 8s 27"O.C. 2-M BARS INSTEAD OF 14 4 BAR DON ARMON,P.E DRAWING . WALL"H"TO VARY BASED ON GROUND FALL AND DECK ELEV.FOOTER 343 BAARS INSTEAD OF 11115 BAR •E 1 TO BE STEPPED IN On INGREDIENTS DEPENDING ON WALL HEIGHT. 1-03 BAR+1 B 4 BAR INSTEAD OF 7 DIME FOR • INSTALL VERTICAL REINFORCING AT EACH END AND CHANGE D DIRECTION. i 1 f ti t3AR VMTER PARK FL 32792 . ALLCELLS TO BE FILLED WITH CONCRETE. PHONE:* {407)637-4133 _— DOVAL COUNTY Js ,� CITY OF ATLANTIC BEACH D.Fond SI} BUILDING/ZONING DEPARTMENT L.QRS 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.attantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application# 0J . 2933,1+ Property Address: 301 MAG1401.16 r.T. Applicant: BLUR, H LVIEE 4 P 00 S SQA c Project: 10' x 24 ' P00 L This permit application has been: Lpproved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by: V �pc�.�• Date: CC: ' \ CITY OF ATLANTIC BEACH D. tS' BUILDING/ZONING DEPARTMENT s yrs 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atlantic-beach.fl.us PLAN R'WW COMNENTS Permit Application# 014 - 2 9 3 3 4 Property Address: 309 MA C N 01.1 A 5T Applicant: BLIA NA\JN PON-5 & SPAS Project: 10 ' A24 ' P00 L This permit application has been: M-kWroved ❑ Reviewed and the following items need attention: w(4 t Please re-submit your application when these items have been completed. Reviewed by: �'-A Date: 1 Z I t 1 0 L4 From:AI R EIG I KERS 1 904 642 0401 05/16/2007 07:15 #003 P.002/002 : CIT,Y''OF ATLANTIC.BEACH - MECHANICAL PERMIT APPL.ICATI4N Date: .Q Property/Address: 3 Owner: Telephone#: L' c; Corrtractor,- k-f1 Telephone 0:�"'�► ContrActorAddreas: 14990 2 t3M��![ , _U�D� j¢ ,,_F�- Fax#: -„�: �Q �t to coaidecatiom of permit gives for doiaa tale wwk u described in the above st.teme d,we horaby apes to perforin mid work in wcerdaece with the nnacbed pleas sad apeei6c&torm which we a part goof and to acoordanoa whit the City of Atlantic 8aeh•crdtrusees and stwdards of once tided therein. Type of Heating Fuch If other oonstnwion is being done on this building or site,lltt thn building permit auro6er sat." ,•LP •-Nattial., Centred Utility G Oil O' Outer- MECHANZCAL EQUIPMENT TO BE E4STALLED NATURE OF WORK c� Rest. Space _Recessed' .✓.Central _F1b0[ b;:x� Residcadsi 0 Air Conditidning Room' jfcentrat a ' Dubt System:• •Material• Tbickness' © Commercial r : Maximum capacity- cfin. G-, Refrigeration 0 Ni-w Building. D Cooling Tourer:Capacity _J. — gPM. O Existing Building : 0 Fire Sprinklers:Number OfHasds E2,-- Elovator: __ Maalift Escalator (Number)' c2 Replacorhent of Existing System O Gasoline Pumps (Nuatbar� O .Tanks Zrawls icn D .LP©containers O . UdAref Ptassttre Vessel o $oilers p . Exton"errAdd-aet tc Ekiadng System L .. D .Gas Piping .• 0 Othw-Specik - - -- Q Other-•Spactfy LY5T ALL-E U] MINT 'AM CQ2 XirXljP[A 0eRZPXW=ATT0ff XQiR MMM&C0NDXM0p49 Approvitl8 Ntunber Units Descriow- Mode!M Maaullsoow, Too'a 4"s61' C 70w HEATING--FLMMCZS,BOMERS,nUPLACLS&AIR RANDUR'3 'te'I �►pWorin` . Number Unit ' '. Deacriptiop `Model N , Msrursowiw. H?U's ASettcy : TANKS omipai Capacity, Type Liquid Seldsl Approving, Now NM y Dhnw,dons Conbiaed er No. Alum 800 Seniumle.Road•Atlantic Beach,Fiorids 31233-5445• Phone-.'(904)2474804• •Faxi-`(904)24'7-58466•. http.,//ww.w.eL&dsntio-bL%eh.iLus ' u l CITY OF ATLANTIC BEACH K6 �� MECHANICAL PERMIT APPLICATIONi. - r r >" Date: Property Address: Owner: Telephone #: y (,3�c�, Contractor:• ,4 Viet-4a1eg fij12 Telephone #: Contractor Address: I09sl7 6egf C41 6kj;g 174x,"FL Fax #: 3a 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 practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric Gas: _LP _Natural... `Central Utility ❑ Oil ❑ Other—Specify f MECHANICAL EQUIPMENT.TO BE INSTALLED NATURE OF WORK ❑ Heat. _Space Recessed ✓Central _Floor Residential ❑ Air Conditioning: Room -Central O Duct System: Material Thickness ❑ Commercial I Maximum capacity. efin ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Fire Sprinklers:Number of Heads ❑ Existing Building ❑ Elevator: _ Manlift Escalator (Number) O Replacement of Existing System Pump . ❑ Gasoline s (Number ❑ .Tanks (Number) ❑ New Installation O LPG Containers (Number) (No system previously.installed) . ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System 13 Boilers . - ❑ Gas Piping ❑ Other Specify. ❑ Other—Specify j " LIST ALL E UIPMENT AIR.CONDITIONING$REFRIGERATION EQUI MXNT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency I P 7 �J a fi u 3• Slaw - i HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S s' Approving Number Units Description Model# Manufacturer Lr�BTU's Agency Il i TANKS Nominal Capacity" Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us City of Atlantic Beach e** (,TOMER RECEIPT Oper: DSMITH Type: OC Drawer: i Date: 12/02/84 81 Receipt no: 15154 Description Quantity Amount 2104 29334 BP BUILDING PERMIT1.WS $482.88 Tender detail CK CHECK 1181 $482.88 Total tendered $482.88 Total payment $402.88 Trans date: 12/82184 Time: 14:21:31 1 CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION rAVJo? r) oiisa' Date: f/ Z 9 - o Job Address: ivt h G N o L iii, Owner: C rte Phone: 0+6 - 3 6 Z 8 Contractor: SL,it tiAvEN Poo` A"D 5P'.�SCCeCI-T567'51 Phone: (cZ.O - 0040 Address: tZ0+1 SFAcH 13LV%') sTE. Zo Fax: Gro ozo (1, City : 3'A cr-S o N v t+-c-E State: t=t_ Zip Code: 32z-4(o Valuation of Proposed Construction: -f 4,v o o Gallons: 9 : o O 0 *Impervious Surface Calculation: r'oaG cop,,4 = 6 6. sq.i r. ,7;.6 ce R rr,q,,n„a,uj« q-7_ z sF r'r, To rA It 3.�5` • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? 140 If yes, please submit with this application. 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 ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845. http://www.ci.atiantic-beach.fl.us Revised 3/04 MAP SHOWING BOLVDAtRY SI,IRVEV OF LOT 306, SECTION NO. 3 SALTAIR, AS RECORDED 1N PLAT BOOK 10, PAGE 16, OF T14E CURRENT PCA'L 1 C RECORDS OF D UVAL COUNTY, FL 0121 DA. Certified To : Carolyn Jonesavf tic r P-P" lox = 4eo'09�--LO# 61 M A -- < eA I A S �-ck j- , ,•, i0 14 i•, ` �x 3� �j•\P j� B9'31�9' 0 bus•tit�`�ia,o�, (i 0 O !V r4 g' S• ,1�) O Is O° 'L� t' � s ,� '„/ No 309 l � Ow a � -.r Gaoo�E aj �Q� a F. ,ea ° 90'9 36 d �� •�n( 89504' J �`� .19 r A U CITY OF ATLANTIC BEACH \ 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 a "` INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029334 Date 12/20/04 Property Address . . . . . . 309 MAGNOLIA ST Tenant nbr, name . . . . . . 10 ' X 24 ' POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 52000 Owner Contractor - ----------------------- - ---- -- ------- ---------- SCHAFFER, CLARK BLUE HAVEN POOLS & SPAS 309 MAGNOLIA STREET 12041 BEACH BLVD ATLANTIC BEACH FL 32233 STE . 20 (904) 246-3828 JACKSONVILLE FL 32246 (904) 620-0090 ---- - --- ------- ----------- ---- ---------- --------------- --------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc SWIMMING POOL Sub Contractor OCEAN ELECTRICAL CO. , INC. Permit Fee 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----- ------------ ------- --- --------- - ---------- -- -------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. A BUILDIN FFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION o3 Date: 7' Property Address: JVD /ylf�/��L/•� � � / Owner: -��/ i' 5� 2�� Telephone#:a� Contractor: Telephone#: C7 5" Contractor Address: Fax#: 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 ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New fid' Residence ❑ Temp. ❑ New being done on this building e,0' Old /❑ Commercial LlSi ns ❑ Increase Or site,list the building Signs Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALS Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 10 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. IVOLTAGE PH NO. I OVER 1 H.P. PHS UNDER600 V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si n Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Ci# of tl �� wH► hers ITH Tars OC Dromm 2 . Al Rklipt all 19335 Dowri_@i�Os tits ABOUnt am r wtll►tl M Powys 1." $75.0 iCK CHM mi Tdal tndmvd Ts#,S' - CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029311 Date 11/19/04 Property Address . . . . . . 309 MAGNOLIA ST Tenant nbr, name . . . . . . MOVE CU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------- ----------------- ------------------------ SCHAFFER, CLARK AIR ENGINEERS INC 309 MAGNOLIA STREET 10947 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 641-2333 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc MOVE CU TO ACCOMMODATE A POOL Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- --------- - ---------- ---------- -- -------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE W1TfI ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING COI)ES. b BUILDING OFFICIAL r �i y�`rare CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: - Owner of Property: / 05 L1001- Job Address:3C:�ri NdLl/9 o�,71 Contractor: !/ J&n Wt Arl-T//1 c- tin cons:derati n of Dermit gWeh for doi g the work as described in the above statemen,wehereby 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 practice listed therein. III. GENERAL INFORMATION A. Type of heating fuel: B. ❑ Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? Ain ❑ Oil ❑ Other–Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK ❑ Residential or Commercial INSTALLED ❑ New Building (Provide complete list of components on back of this form) ❑ Existing Building ❑ Heat _Space _Recessed —Central _Floor ❑ Replacement 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 capacitycfrn ❑ Other-Specify ❑ Refrigeration ❑ Cooling tower: Capacity spm ❑ 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 Permit Approved by Date Boilers 'Other–Specify �� C l.`. Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency b n f r S /1 OR —OAffij -� A16y E A 2 t+ �1 HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• httn://www.cLatlantic-beach.ft.us 1/14/03 I City��of�__ Atlantic Beach ItCUSTOMER RECEIPT � Oyer: CK(DIM Type: OC Drawer; I Date: IV19/64 81 Receipt nos 12243 Description lhmtity Amount 2884 29311 BP BUILDING PERMITS 1.88 $35.08 Tender dttaiI Totalltteendered CK 34479 $35.00 Total payment $35.08 Trans date: 11/19/84 Time: 14:15:19 JAN � � - -7Z � -7-o-,-4-L- 24-7vb XC ,f'o�o .t 0 vf b -7 /-1 o r.,1 r'h fi e , , (4x,47 617- 3 cU r - t� ('3�y sow / 97 AJ C C°o�vcrz 6 A 3�0 g i AJ 6– /9 LAT IN PLINTY' � QUAL �� ` LTA'',R' A�co�s Q ---�. �� NO. �A ��I c ECT pN L0NT ' 3orie� -Hf- : o Carolyn 5. ts Fied A Cer � Ir 411 119 '?A--I) jm �o � �'?`J,�G �� MA G NOL I A S TREE C A 50' RIGNT OF WA Y ) � Frrri 1/7 t F' jnc+ c:r�{�) Fad i..'" r.!'et4 1040 ult t?:?S" it�st 50.00' O.US'i1;✓th. 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WIN N■■■.■f�■1•■■■A<n7■■1 • on MISS r...�..." •!`�iC:■s:M11111 :■ ■. . ■ ■11■ENE■■N■■C V-1 ,• -!7■1 ■■■■■NII■ll■■■11,:=C=• E: a ■■NN.■■■�1��it ■i< ■■■Nl�E■1■11■■■Ir■■■EN■■NE■■ ■■■ ■■ s■ ■ ■ ■NN■■ r■■■■N■ 7.� • ■■ ■■■ll■r1■A■tl■N NE ■ : ■ : ■■E■�� ■ ►'710[ A• ti 0■■MOVE= ■11■I11citi :1 mom ■ ■ ■ ■■■■ ■ ■■■■N i3■IIL7E I i ■� : : M �li ■: ■■■:■�■ NE:■� ■■NNE:11■fluff. -r�::M ■■ ■ ■� : I H I■■■/■■■■Ns■■■ ■■■■11■11 1l.riiiLi■ ■ ■■ ■ ■ str ss■■■■■■■■■■N■■■::1 BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFA TLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 4/-/ 4/- F8 Building Contractor: C eons To�Cs Building Permit Number: Address : Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works `l4 � /Sr QCA) i c Planning Building q - `l� �-/- 1S�` cj4 _ FLOODPLAIN DEVELOPMENT INFORMATION Location:: L ar 30Ca1-- Type of Development: I L ' Flood Zone: Required Lowest Floor Elevation: . If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to 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 file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. q 4 Date o� L Applicant's Signature G P Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation - Survey Filed with Building Department CZA - Building Department Repre entative . Cent-ftratr of (0rruptturu (situ of Atlantic ll tac4 — 31oriba Department of luilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 15420 Group w.frame Type Construction S Fire District Atlantic Beach Owner of Building Carolyn Jones Address 273 Magnolia Street Build Address 309 Magnoliiat. Locality Atlantic Beach FL 32233 By: DON Q. FORD Building Official Date: POST IN A CONSPICUOUS PLACE CITY OF t' 4& i-c I3" Office of Buildin Offi al S V--2O REQUEST FOR tN CTION, , 1-S` 2z' �<6 m /Ss')s3 Date ! ------ Permit No. Time A.M. Received ^ ,�0PM/. c Job Address Locality Own s Nam Contra 8U G� GONCR EELEt R16AL MING NIEC ANIC ng Foa#inr_ Rough Wiring Rough Air on Re Roofing =; Slab Temp Pole Tap Out Heating Insulation Lintel Final _ Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Ins e ion ertificate of Occupancy Date 4&6a& ��jj__ ��_� /CITY OF Office of Building Official REQUEST FOR INSPECTION Date � ------- Permit No. ----------______._--__ Time A.M. Received �) PM. ,Job Addrass Locality � Owner' Name -'"-'•.^"" Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough a Air Cond.& Re Roofing b Temp Pole 77 Top Out C Heating i ation _ Lin Final Sewer Fire Place G Pre Fab READY FOR INSPECTION Q�M. Wed, Mon. Tu Thurs. Friday A.M. Inspection M ,, LE-----PM. Inspector ,.,. Final inspection , 2'afitT cupanZ"}r � MAP SHOWING BOUNDARY SURVEY OF LOT 306, SECTION NO. 3 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. Certified To : Carolyn Jones RECEIVED APR 14 1998 city of Atlantic Beach M ,q - -' �---- Building and Zoning G N O L f U ris I �lI �" ova>. J E 7- • /tu•,• rrrl5r �l �J J hen Q, fo Q /' CB fo tV. • - t,� . s' J[2 , r N 90' 21, ��_.J 7S• ,• •. 8' R,q�E h U (Y j 'agcy m N �ci Z 'TQQ[r (t) Pp rg.90) O U N� 309 O L't7L�C F J GSD •4pJACEg Cg•2> tit U 75' 1 I 18.1 'o-/C P4lJ �Y 90'9'36' 89'50'24' O L r T- rs c,I t r 3 r r r / O J T J 6 REe_-HECKEED: APk�tL g, 1998 FOW, FitiAL 98- IZ75) UtJLESS lT DEARS RJE SIGNATURE AND THE URIGINAL RAISED SEAL. OF A FLIIRIDA LICENSED SURVEYOR AND HARPER, TRIS DRAW ING,SKEICN, 7R S OR NF OR AT 1[ P "(IS I Y ND S V 1D. NOTLS �1CC tp--F pp 1. Bearings are based on the Centerline RCP.'s 9 1997 e, this is a MA/1 rr, vtov Bvalvawr SU,Pvrr. L7 cfAo7£r Ca�Ccnf A0V4t-.v/ SCALE 1'=20' 3. Eleva t"ons shown thus ('150) refer to U.S. Coastal and 6evde6c Sivvey Da turf National x._x Artp/£S ffAC£ ..107.9 No. 53291 Geodetic Vertical 0a tum of 1929 (AtG.VQ of 19291 O DL-Arlr£S 1 e 7RaV PiPf S£r 4. By Graphic p/off✓x3 only, the property sharp hereon lies wit') Zrines: t1'B%i" L/rn C.I. R. RI[Lfe A ASSLY" 1-8 B09 as shorn on the Federal Cmergency 104—genent Agency (l ENA; No Uano/flood Insurance O£AVI£S IAN PINY"VaVD P090 Progr•art Flood Insaronce Aa to .'lap CF.LR.K7 Connunity-Panel Number 11?0015_OCY!/0 __ 64-CAg7Eol flap Revtsied da to : ,I_P,P(�_.L7 1909 — .; OLAVICS chart car CoPIp. File S3291.dw:� 5 Unless otherwise noted( any portion of the parcel that nay be deene,i as Vetlands by State or 60vernmenta/ Agencies, has not been determined and any Cab,7ity rein it:ng ['11CHAFID A. MH-LFFi & AS-15i. GATES thereFron is not the responsbXity of the undersgneo PRpfESSION.4L LAND SURVEYORS 6. There nay be Rest- tUons or Easements of Record evidenced by tit/e exanination that have not been shown hereon. 6701 BEACH BL VII SUITE #200 Fax 09047 7.?/-5%58 A8BRCV'!a7/ONf !NAT MAY BE USL'D IN THIS S[1RLlY 1.iC.KSONV/LLQ FLLaP/OA 322/6 Tele. 09041 721'1226 ABBREVIA&N O£FINIiIOni- -_- _ AB6RLV/AIYLU✓- DETINlT111iV P.C.P Pernane.o f o>tr•ol Po/n t L B. L tensed Bt s l ess rias is ry c£erirr n[Ar THIS suev£r IS A IRC AYPAX:LXrAfIOV Lr AV ACr4 W P.R.tt Pernan[•nt A Terence Nonunent RL.S. RegiSt[r cd land Surveyor T1L'[D S[1Pvf,:NAAC UVAt:e NY TLOUVISIaV AVO INACCL'.'Mk•C VIM rrf P.f1C. Point of Cur va ture 1L A. Ja ckson r"I/e E/ec tr/c Athority MINLWN IfOVICA[ S7ANA4VVT AS LL1L/ACO AVD If/FLJP/N tlY, lt[R/QI u P.OB Pala r of Begfmmg EOU/P Li7ujJnent BLueO Lr PAY--MlrMu [AVD StRVEYAOS AVD NaA°[RS IH CIPue L$ 61611-6A P.C, Point of Cu,va tud' re A/C Av Contioner lf—I,,OfAP/£R 'Ilfe-604 r[aPIa1 AAV/xrSIR+[jvY cant AUFSUwr /s PT Point of langencq CATV Cable Television SEC170v vear>;riae1[a srprarcS R.R.C. Point of Reverse Curves tare U/I( Overhead Lines P.1Point of Intersection (f.H7 field Neasured R/V Ri9h t of Vay R= Radus equals '.�'y� aR. Vol. OFFir"o! Records volume c= Arc tenth equals „@7NNTyC/ B. B VAI� STATLFL RIDERLD U6t Derd Rook CI4� Chard Bearing 9 LLstance equals LAND SUR[•E'rM CCRTlrICATC No. 4600 P9 page p= Delta or Central Angle equals BR.L. B d/dng Res tay. tion L.ne £sn t Easement cone. Cancra t e DATE PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION( S ) HAVE BEEN MADE AND ARE SATISFACTORY : -------------------- -------------------------- ---------------------- -------------------------- ---------------------- --- ----------- -------------------------------------- ----------------- ------------------------------- Enclosed ------------------------------ ------------------ ------------------------------- Enclosed are the blue copies of the permits. SINCERELY, c;-) BUILDING INSPECTION DIVISION cc: FILE 3 PSS * f 1673,61 '' 1 1 DEPARTMENT OF BUILDING CITY OF AT BEACH ;I a PERMI" INFORMATION - .---, - LOCATION INFOR ATION .rrT 735 Address: 309MAGNOLIA STREZTt Vamb r. P r l t Type. "ET�ICE ATLANTIC B ACH P' FLORIDA 32233 s of i oark`Nf i ---- _ � LEGAL DESCRIPTION ----------- I � v t r, T ,W ;� I31r� Lot :, Twp: ,ra ?+ ed Ie<SL� .TILT : Sect on: 3 , 5ub Rri : ",;D olliti s,. :. 0�` �Subd,ivtsi?on- SALTAIR Wit . value. 0:.0 Ia 'rov. Cost: 800.00 Tcat l Fees ' . 10.00 Asaunt L .Pad a u 10.100'' Pa `,Date, Dates Pa ` IT 1999 pry; .T �0 KADE PEM CE .PER PLANS � ^ O ION . APP'L,ICATION' FEES Twp �1' 10 .00 F 'YL Mya $c+y�,6? ?`Xl J OR I D TOP.�°T N MAT ICN t PROP OY {nom �"''` '" .r 1 A e NOTICE--INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS,PRIOR TO INSPECTION a . BUILDING MATERIAL,RUBBISH AND DEBRIS 1=ROM THIS WORK MUST NOTBE PLAGE0IN PUBLIC SPACE,AND MUST BE CLEARED UP AND;NAULED AWAl BY EFTWER CONTRACTOROR OWNER E ; F 1tLUR�,TE� QMRLY 11V#TH TME MECHAN#CS' LIEN LA CA#y RESULT # 1 'fiHpR�3# R' Y OWNER:PAY#NG TWICE FOR !BUILDING,1MPRVMENTS," h + SUED ACCORDING TO APPROVI*D PLANS WHICH ARE PART OF THIS.PEOMIT°.AND SUBJECT TO,"`,R ATIO OF!- (� ON_OF APPLICASLE PROVISIONS OF LAW. ' � h = Receipt: s�34I1'#. kzAT AI+iF1M 04 ICeBEACH BUILDIN DEPARTMENT 1 f $gg :J Ot APPLICATION FOR FENCE PERMIT Owners Name Phone Job.Address Lot Block and/or Unit # Subdivision Contractor if different from owner Valuation_of.fence-$ FCC Corner or interior.Lot_ Type of Construction Show location and height of fence as well as location of street(s). C X711_46��_) RECEIVU)ADO 1998 city of Atlantic Beach Building and Zoning Owner Signature � --��%` Date i / Ar Contractor Signature Date MAP SNOWING BOUNDARY SLRVEY OF LOT 306, SECTION NO. 3 SALTAIR, AS R1=COROED IN PLAT BOOK 10, PAGE 16, OF THE CURRENT PUBLIC RECORDS OF OUVAL COUNTY, FLORIDA. Certified To : Carolyn Jones Al A 1,a='�'1 '�"�� _— O � I S W a 1I !T`SY 0. 1,. 89'51 89' U t 7.5• �. 90'821' 7�. l � Gq,Q,gGE � • (r j '�oFt •K, O It 14,9• N "� 0 ILtSrQ2y }� O G/ O cF> C) l 90) N o0 tia 309 O 7 �U Jfc,q' ai .•�.. Po,ecN >.g .,J 3�c3• �p ! STm CtC�� 90'9'36'4 89'5024" T I o �5 L T L t � f L� REGHEc4tz.E)•• API.z1 L E3, 1990 FCJR F-t tJA(." ( 98 I Z75) / UNLESS IT BEARS T14E SIGNATURE AND THE ORIGINAL RAISED SEAL_ OF A FLORIDA LICENSED SURVEYOR AND HARPER, THIS DRAWING,SKETCH, PLAI J2 MAP IS FOR INFORMATIONAL PURPOSES t Y AND is Nor yAt.ID. NOTES t�� 4�f I. Bearmgs- are baser+ on the Centerline P.CP.'s �.•C`-L-(L[W.) A4rE Dec 9 1997 _ e.. chis is o :lAl' TL' .S:'lOL' BObND.LPr SuRvi'r 1-1 DCAGICS CDA"V-IC NOKNCA'r SCA/-E 11=20'_ 3 Elevation shown thus ('150/ refer to U.S. Coastal and Geodetic Survey Da tuit National .Y- x D�,�Ifs fFACE -117P No. 53291 Geodetic Vertical Datum of 1929, ('N.6V..D. of 1929.). = O OLAGICS tit '/Rau P/PC SCr 4. Ry Grophtc plorting only, the property shorn he%eon ties within z4j1)e6, U"B iJ" L%TN cAf;R. NILLCR 1 ASSLY. f•B 809 as shown on the Federal Cne%gency Ilanagenent Agency (PCNA,! Ne?trona! rland Insurance OCAVICS IAM l'/lY fa ma page Prograre Flood lnsueonce Ra to /tap rf.LRN.� Connua ty--Panel Number- /2IAS AVIC61.1 -- 0075-000/O Nap Reused an rej 1909,_ --- — --- ,L DCAnrCs ceats car Comp. F,le 5329Ldw�. 5 Unless otherwise noteot any portion of the parcel that may be deene<1 as lletlonds by State or Governmental Agencies, has not been deternlned and any liab,04, res.d(,V l t !+_ therefrom is not the resoons,b4ty of the undersgned, t 1 >t-IAFID A. MLLE-11 & ASSOCIATES 6. There nay be Restrlctioas or Easements of Record evidenced by title exan.'nation thot PROFESSIONAL LAND SURVEYORS have not been shown hereon. 6,701 BEACH BL l'D., SUITE 1'20,9 Fax 1`9041 Z?1-5758 A8BRCv1AT/01VS ft"T NA)'BC USL'D 1N T11/S SURVEY JACASONV/LLQ FLLWAM 32216 Tele. ('51941 1�/-1,?P6 ABBR£VIAT![77V-. .--Df.F1/✓/t/ON.__..__.--- --- --___- AB6Rf`V/AT/13V_-DEFINlY117N-_._ .__.__.__- _.__..._. PC.R Permaneie 'on rr•ol Poo t t A Licensed Bus;mess- nus If ra L'CRnrr/HAr THIS SUPVCY IS A IRLC RCP.eY:[NrAlnly ar AV ACrtHL Ph'lt P,-r one•nt A^lr ence Nomment R.L.S'. ke9'stered Land Surveyor f&ZR SLIPL'!1;NAaC LIVaf"R Nr SLWCRI'IS/LW AVD IN ACCO.'M1C!WMH PC P,UC. Poor of Cur va lure 1L:A. J.-ckson rille £lee true Au tharltr mwlmw ICaweA smmmuc AS I.vRIA[-D AND SCr mp,'H Ir Ile RaPIOA P..L18 Pal')r of Beg1-nmg £DU1PEqupnent AOACP Or PRa''CSS/a.NL LAND St*VCYVAT AVD itdaPlRS IN C,WTrR 61AM-64 P.C. Rom r of Cur va tur•e Ale AV• Cond'tioner er-• ly~r['R 1?NN-604 RaP/M,aAVINISTRAr/bY capc ARS"wr TL P.! Point of Tangency C..A.LV. Cable Television .tccrfav+7?nz r'eaaltu srprures _ ?RC. Point of Reverse Curvature MI. Overhead Lines -- P.1. Point of Intersection fF.NI F,•ele/Neasured _,- R/V Right of Voy R= Raa'us equals QR, IrDL Official Records Volume L= Arc Lenth equals .X7MgT / B. B I✓AK .STATt�4f FLOR/DARcOrx E-R:SD pB Deed Book C/1 Chord Bearing d 9,st.nce equals Pt} Page _ Delta or Central Angle equals LAND SURI.2"YOR, CERTIFlCAIC No. 4600 B.R.L. 8111111-9 Res trh tion Line /.P lion t;e £so t Ea s emen t Conc. Con'S e MAP SHOWING BOUNDARY SURVEY OF LOT 306, SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 16, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: CAROLYN R. JONES STEWART TITLE OF JACKSONVILLE, INC. WATSON & OSBORNE, P.A. MAGNOLIA STREET (50.0' RIGHT OF WAY) FOUND 1/2" IRON PIPE FOUND 1/2" IRON PIPE N 2010'30" E 50,00' FOUND 1/2" IRON PIPE NO IDENTIFICATION NO IDENTIFICATION STAMPED "DURDEN 1048" 50.00' PLAT PINE 24" PINE (yJ 49.82' MEASURED Z14" PIN PINE 1�8\" PINE 22" PALM bi} 3 �y Q O '*OAK 1�2" PINE >I�f _ B" OAK ry Ix o 18" PINE 11" PINE V) O O Q O 13" PINE O LLJ O p M O 18"PINE O r � Ak- PINE � PALM LOT 307 LOT 305 LOT 306 VACANT 3 w w C 16" PINE t� O p O O O n 8"-9"-8" OAKS z N 7" THAN OAKS 22" PINE 18" OAK 18" PINE 26" PINE FOUND 1/2" IRON PIPE FOUND 1/2" IRON PIPE NO IDENTIFICATION S 2010'30" W 50"00' STAMPED "DURDEN 1048" LOT 317 NOTES: ACCEPTED BY: LEGEND: R = RADIUS —X— = FENCE L = LENGTH O - CONCRETE NOTES. REVISIONS 1. BEARINGS ARE BASED ON THE ASSUMED BEARING OF _ N 70'00'00" W ALONG THE SOUTHWESTERLY BOUNDARY LINE OF LOT 306, SALTAIR. DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE A„ AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075, PANEL 0001 D 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT do/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGN€6 4. THIS SURVEY NOT VAUD WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. _' JOB # 1725 DATE OF FIELD SURVEY: 6-16-97 DISK # ZIP 2S_CAI_t: 1" = 20' CERTIFICATE 923 Peninsular Place, Suite 1 1 HEREBY CERTIFY THAT THIS SURVEY-9//o-A+APE UNLFR MY RESPONSIBLE CHARGE Jacksonville, Florida 32204 AND MEETS THE MINIMUM O..CIiNICAL STArlDAK,S AS SET FORTH BY THE FLORIDA (Phone) 904-354-1141 BOARD OF PROFESSIONAL SURV YOFS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA (Fax) 904-354-1255 ADMINISTRATIVE CODE PURSUANT TO STYC 7 . 7c, IDA STATUTES. ACM _ ....� ' � EC -4 � FLOR�. 111111W ffifli ffli .1 MICHAEL AIEL°l-0 LICENSED BUSINESS # 6702 REGISTERED SURVEYOR AND V,1 -PtR # 4879 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS V MAP $lilllIOWSNG BOUNDARY SURVEY OF t,GY ,GP,, aALIAM, A,5 RpCoRL)CLI 1N PLAT 9-00k AD, Pk.'YF 15, OF 11.11: tUk4 OF L`UVAL, CE:R'111'IED TO. CAROLYN R JONE,, sTcwopq'l IJLC OF 04KIONVILL E, INC. YeAT:.oN & OL',BORNF, P A,. MAGNOLIA S1"REE"' A t;sn,a' Rtcw �III�� Fbui20 4p }/�' iKUN HPIE riAi ti 1 I/x' IFrw rlre W 010*30* G 50100' ttolNit NV I{ S111F'lCATICtI _ _rt0 i�tT111Y1U►ntxl 51)k n,ti) ;>.s FM tOAtti' ,y r 60,00' ftAl�_...... rNr a,• honk 1.4 +#,0i' MP,ASOM z " INC' � N>, .i" PALM '� I 19" PING � � l • � flak: __ I y^, �`' LOT LO I ! ri f r o� ` 7' rM1ri QAf<� 4.•it 1e" Uarl S8"PINE 1 24" ANE wrw,mxr�n 1/%• Iz 1IPE ('OUNU 0' IRON Pi% rr IDENTIrI�Aitc�J 5 20`10'.W YIP 50.00 ETAUPES lu{+ I L 1F1JCTN 1 5QV1MV,4:NSERi"Y 90ur1CARv t ti P sl,w�3G�, SALTAIR �� 4 N701}0„17C"�wYµ” ALONG Ti,� ........... ft�_ h°6CrRlc�rtjl� "':A?NtC Rt,pT*tk9 ONLY THE LA!'i1UNEU tiff I� m;r++n Uclu Yt:lr+ci,3 •..,•. •rr+•n�- 4' l t KAV,iNAL F1.QOC INSWRANCC MAD 0ATEC APR;u 11, IVRy, 1,omMUr';'y NU1d&ER 12V07%, IkANFI -w 3. THI: WRY%f RLFLLCCTto ALL 9AUMENT- & RIG'tr'3 4• WAY h5 -E+R REC3fiDED NL,hY k/011 Tif-I 001AI1!aVAVC T - If SUrNir 11. UN�tSs OtNO-MbE STATED, NU OTr:ER nTLt vChInCATION 14AR HEN PERFORMED By TIIE' I.INUCfeBIG`:CU 4. This 51W&Y NOT 'VAU0 VATHOUT 'NE EMbC'S!ICrJ 9CA, +5r 11-iE 61°Rt1 Al 4 rWAV V0A. _ _ ,r1725 DA.7E tit" FIEL-G 5"RVe- - .__.�... C{wF�'Tli iCrA�r" 923 Poirisu'ar twte THAT 1F14 uRYE" K44 HA^C UHit. 11, rtror.t�, i, ;1"Ar+GE jd�l'w�r1'ill4. F'G'I�U S1�U4 AHS IAMtI TME NENIvelKI TLf N10,L '.'•T+!fiPARfJ3 ,,y _Ct 1FI 6r k46 �. I4i"A3iL, C'I DrRXFSI tINAI ,11st:+EYt P.S Alen 1,4 oor"Ep t'+,L,T•C,+':`,aF+,t'A t Ph piltJ ��4'•� '�� AGMIN1f:iIK11IVk COPE, Gy,,FF;JANT TC 47?.. 77. pl'"lpn-Z SiA11.1't,5 (Fart 504—."rs�+255 W!Cr+AtL ' ' FEI:i'.ZIMF••EC _UR1+FVn'1 ,4.771 i!re:r+St. v 4P.'•: r ATg Q.aimFL'.1FILA I;G6N•"^EO 8L'SINESS N b74? E-AND $URVEYS 0 CONSTRUC71ON SURVEYS 0 'SUBDIVISIONS �!�,g// ,,�C��ITY OF Office of Building Official REQUEST FOR INSPECTION Date__ j' J Permit No. l Time Received Job AddressT Locality n Owner's Name _ � n� Contractor -12 BUILDING CONCRETE ELECTRICAL PLUMBIN CHANICAL Framing Footing E Rough Wiring — Rough -- Air Cond. & Re Rooting Slab Temp Pole - Top Out Heating Insulation Lintel Final — Sewer Fire Place 1 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. „ Thurs. Friday _PM. A.M. Inspection Inspection Made JP.M. nspector Final Inspection Certificate of Occupancy C; Date _`-- J it Of o{�Uiid�r9 SpEG�`O� ry-� 1 r AP- lesC Penn, hoc - 4 °v Pie PNv Fe �a°Addte Po ?O\e �W Vol' �es N��j\L S��eP�Ap��rie�. pM a\\nsPec�j°QccuPancy/ /''� F\n o\ Fta��o,,n9 Q' j �eridrcate �/ \n5� ion• - , cede G�,uc on \n�Y MSF` x TRANSMITTAL DOCUMENT FOR JEA DATE: - a� - The following permits have passed "rough" inspection: Permit No. Address Please update your records accordingly. (--T--h nk yo D CI Y OF ATLANTIC BEACH /vcb vk Fo �� permit?:a e,tie a , Foat, �Cst\ s DATE: - 7 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION( S ) HAVE BEEN MADE AND ARE SATISFACTORY : /57 3 7, 3 �YIQ �' ------ ------------- ---------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, G ' BUILDING INSPECTION DIVISION = FILE ----- PERMIT INFORMATION ------ ------- LOCATION INFORMATION -------- Permit Number: 15737 Address : 309 MAGNOLIA STREET Permit Type:ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work:TEMP SERVICE PLE --------- LEGAL DESCRIPTION ---------- Constr. Type:WOOD FRAME Block: Lot :306 Twp: 0 Proposed Use:SINGLE FAMILY Section: 0 Subd: Rng: 0 Dwellings : 0 Subdivision:SALTAIR Est . Value: 0 . 00 Improv. Cost : 25 . 00 Total Fees : 25 . 00 Amount Paid: 25 . 00 Date Paid: 1/02/1998 Work Desc :CS#6 50AMPS 1PH 3W 240V ALUM - TEMPORARY POLE -------- OWNER INFORMATION --------- -------- APPLICATION FEES ---------- Name: CAROLYN ROSE JONES PERMIT 25 .00 Addr: 273 MAGNOLIA STREET ATLANTIC BEACH, FLORIDA 32233 Phone: (904) 246-6043 ------ CONTRACTOR INFORMATION ------ Name: COLONIAL ELECTRIC, INC. Addr: 523 SOUTH ELLIS ROAD JACKSONVILLE, FLORIDA 32205 Lic : ER0004557 Exp: Type: 2 r 1 CITY OF r��?ct�ic f�eac� - i��vccda ( 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 3:233-5445 TELEPHONE(904) 247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: z.5- tel 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 / G O Q& ' n lJam _ Sincerely, uilding Department PSR-"44 DEPARTMENT OF BUILDING t ! CITY OF ATLANTIC BEACH i t _ PERMIT INFORMATION ------- LOCATION INFORMATION - F �ermi.t Number: 157`53 Address: 309 MAGNC►LIA STREET ! < Pe rmi t` TIae:MECHAN I CALATLANTIC BEACH, P'LflR I3A 32233 Glass Of Work:N� _ ...s_� :�_ LEOAL DESCRIPTION, � .�� .___-- � 1 Constr. Type:WOOD F�tAML Block: Lot-. 306 Twp: 0 Proposed Use:SINGLE FAMILYSection. 4 Saud: Rng: Q Dwellings : 0 Subdiv .sion, SALTAIR Est . Value: 0 .00 Improv. Cos 0 .00 Total F . 51 .0 Amount 1 .00 5�� ] .Work D RAL MCAT AND AI '_' < BION . .,� .:. APPLICATION FEES - --- -- N m C r ?NES PERMIT 51.00 ` mB s H;- FLORIDA � � «,�`,�° ��r i P�1E3L1�: #16(3 � � " r � IpORMAT 141`I 1 Name.-- Al HN4I 1 5 :PiC ; Addr: 10947 Bil" BLVD. F -1`22,4 � ." ': MHvk Exp: / 1 NOTES: i C r i L I NOTICE-INSPECTIONS MUST BE REOUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION lBQiLDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WOF*MUST NOT.BE PLACED IN PUBLIC SPACE,AND MUST BE ti CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER `#FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW, CANL RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILD►I1'GAMPROV1MENT ." ISSUED.ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATff k MMLATION OF APPLICABLE PROVISIONS OF LAW. I/ G -ATLANTIC BEACH BUILDING DEPA TMENT t , u� �. kern4Y' :Yk YV i x i 40 V1 ZZ � ' BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BRACH, /LOIRIDA iia» APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT Applicant to complete all items in sections I, II, III, and IV. WCATION Strs.t Add.ssr: __.._ OF I®tmvrwet ng 3t.ssts: iot�ssn .., L�lv�� lt_�1\�_ �l 7� AadG�Y1CL`�? WILDING �ukr-d iv i,;a ea II. IDENTIFICATION To be completed by all applicants. fo Lor s;dsrsr.on of pasm<t y;.sn far doing the work as described in the above statement we hereby agree to plrform said work in accordance .,rh +hs s*fachjd plans and spsrAf;&honk wh;ch are a part hereof and in accordance with the City of Jacksonville ordinances and standards o4 good p+80,ea I;stsd thsea n. Naa.a *4 talachsa;Cal µ contraeWs Master N#m" as ►rep riy Uywasr $:".#f rra al G.4ar Signature a1 i w Artkw+sail Alsat Architect or Engineer Ill. INFORMADON ATy" of 64ti&9 f,,.el: B. Is OTHER CONSTRUCTION SEING O INE ON .La k3artrir THIS WILDING OR SITE1 O "-0 LJ' O Nsfurol O Cesare"Ufilily IF Yes GIVE NUMBER OI CONSTRUCTION O 04 PERMIT O (attar - seer;fy IV. tCAL I*U TO U *WALLED NATU E 011 WORK (►pw:4. Wt of rear rs 00 of this fereal ✓C1 Residentlal or O Commercial ,,O '►Seal 0 Lpaca O It ^tJ- C40W 13 goer —O'New Building 'C�'A:r O dtoom . Caa" O Existing Building Cti,rt Yyae.rss: Me ___ � O Riplaoetttent of existing system Ma■«"U'm 21-'New Installation(No system previously Installed). O tioa D Extension or add-on to existing system 0 C40i;" - ._.__ O Other—Speclty C] F.re sprinter: NVN40# of Q ti+r.atar O Maaiitt p tror-.`.�,. �nlslllie�� DO SPAC! ICOR OIBIG'E US ONLY ® -_-��-- -I ) �Reedre�� O Tsala (avers ) Banesto 0 04 Utterer O 111silef, ►etW4 AW*md LIFT ALL RQUI1'ItlEW LL AM CONDMONI.NC ANIS REFRIGEXATION EQUIl)&,hT Valor ]toast Number w WAnNG • FUILNACE.S, IbC)ILf", VIOLEIP .ACES ahs _ stow�b� x J Apir� _ . Tb TANKS now Moray saetrlaal capedty tam moms at saw Aj= atm'ee No. CITY OF 4&60,4.0 //CITY -pma# Office of Building Official REQUEST FOR INSPECTIO Date Permit No, --�7- Time A.M. ReceivedPM. 0 Job r ss Loc-plity Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Air Cond.& Re Roofing Slab Temp Pole Top Out == Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY R INSPECTION A.M. Mon. Tues, Wed. Thurs. Friday - , A.M. Inspection Made- Inspector Final Inspection Certificate of Occupancy Date CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-- _ �l Z 19 1 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: '�- MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME- 67, e0 y_K J o HcS._ADDRESS:' '� ��'2 '/�'� 2 4D-BOX- BLDG.SIZE BETWEEN: RES. ) APT. ( 1 COMM. 1 ► PUBLIC ( ► INDUS. ( I NEW ( ) OLD ( ► REW. ( ) ADDITION ( ► TRAILER ( 1 TEMP. (� SIGNS ( ) SO. FT. SERVICE: NEW)() INCREASE ( ) REPAIR ( 1 FEE 1�4L) CONDUCTOR SIZE �� AMPS COPPER ALUM. SWITCH OR BREAKER 10 AMPS PH -3 W zYc,VOLT _ RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 31.�AMPS SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED _0.100 AMPS. OVER APPLIANCES [BELL TRANSF. AIR H.P. RATING N.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PNS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA--,- NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES l PSR,3844' - t , DEPARTMENT OF BUILDING ' CITY OF ATLANTIC BEACH E PERMIT INFORMATION - ....----- LOCATION rAVORIOAt I ON - Permit Numb+6r: I5656 Address : 309 MAd#QLIA STREET Permit TYpe:FLUME I NG ATLANTIC BEACH, FLORIDA 32233 C1143a of ,Wo :NE --------- LEGAL DESCRIPTION - -- - Canstr. "I"ype:WOOD FRAMEE3lsack: Lot'. Trap: I frail© e l Ude:SIk t3LE FAMILY Block 0 5ubd;: Rng: 0 , ` Dutel 1 inns : 0 Subdiv sion:SALTAIR Est. Value: ,tIC3 Improv. fa st : 0.00 Total Fed$ 67 , 50 Amount 67 . 50 Dat f /, 97 u a $ 1fi Wank a , ��.. ,. BINO IN NEW ,HOME ...� TION APPLICATION; FEES T * 67 . 501 a ,d1w`; k �TREET Phon H ?LORI DA 32 � � 1171 �x Or,, C A R ORMAT I O* NaIMe NEL N ` MR 00. 120111 ;Ad r.:.,; iI .95. _DI.1�LE..RIs3 it, y{ 1�(( yy ' ST..M Ay, 't �jY:"y¢� L,. �F L .3 2 4 9 5 {J 4✓�4a+ f 'V'+�.C k p0 t �K '�4 { ;K F ! yevrcw.r rai Ji "U"k r.,,rgign M i t. NOTict INSPECTIONS MUST BE REOUESTED AT LEAST{ HOtJMRS PRIOR TO INSPECTION BU LDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE ASD UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER .. `FAILURE TO COMPLY WITH THE MECHANICSLIIEN LArW CAIS ROULT IN I rIE PROPERTY OWhiEi 0A�YINCi TWICE �'t�R�Et,I'IL0IN4Q IMPt�OVEME !14 17A5, LL ACCORD114G TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AN CT TO REVOCATION FOR '0LATION OF APPLICABLE PROVISIONS O1=LAW. �1 �tl1ANT BEACH UIL.DI G DEPARTMENT y C CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT '2��)9 �Z+ .TOB LOCATION: OWNER OF PROPERTY: PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: • �L�l STATE LICENSE NUMBER 7 � TELEPHONE: HOW MAVY OF THE FOLLOWING FIXITURES INSTALLED ' SINKS i SHOWERS _LAVATORIES _WATER HEATERS BATH TUBS _DISHWASHERS URINALS _DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS -SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: ' SIGNATURE OF CONTRACTOR: A////�,rUi- V// ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL, PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_____ _ Z' 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. /cam,;�� C�-�, /��/elect-.•-e�G� `4�� ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME-- a ADDRESS:; RFD-BOX- BLDG. FDBOXBLDG.SIZE -WO BETWEEN: RES.'1 APT. ( ► comm. ( 1 PUBLIC ( ► INDUS. ( 1 NEW k4 OLD ( ► REW. ( ► ADDITION ( ) TRAILER ( 1 TEMP. ( 1 SIGNS ( ) `"`SQ. FT. SERVICE: NEW (X) INCREASE ( ► REPAIR ( 1 FEE CONDUCTOR SIZE 2 C C AMPS COPPER ( ALUM. 3 v SWITCH OR BREAKER 20c- AMPS PH 3' W zycVOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.90 AMPS. 31.100 AMP6, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 111.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES Y PSR-384 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT :INFORMATION — LOCATIO INFORMATION - �- Permit Number; 15420 Address ° 309 MAGNOLIA STREET Permit Ty0e:BUILDING ATLANTIC BEACH, FLCRII7A 32,23, j C1:Isx of Work,NEW w��, ___-� LH'CAL DESCRIPTION --- r a4tr: '` ; Q � $ t3 C` Lot Subd; * 306 TwP , roposed e;SINGLE F ILX section: 0 FRn+�;. 0 r Est . Value; 0 00 Improv . Cast ; 118 ,484A00 Total Fee,s 3 ,095:20, Amount a 3 ,095. 2 : /1997 .0, ,a KraMIT Work Dei' W HOME PER FLANS ~- kl$F" 1971 . ,k, 211K .._. A' I0► f - , - ».., APPLICATION FEES Name., s ;WT TREET WATER IMPACT FEE 590.00 6 4 P �,+�yy FLORIDA 2,2 3 S 1 .2 d 3 r } A,^�, RADON GAS--ft:»R. S. 9. 36 A, JAPORMAT I O0 - RADON CAR 5'* 0. 49 I!I�e;. CA , w3o,$SE "�#I+tES CAPITAL IMPROVE, 325,+QQ STREE' ,� . .., SEWER TA,P,. 4 .00 .,� AwT AN'»I�"°IG } CHR.. FLORIDA7,? 3223r�3 CROSS CONNECTION- 35.,fl0 L " 4 er� of I� r Exp- ,� # SEC g IM ACT" FEE �` 0.00 'T 1 r � � Gt3NET,.St?ROHAR3E a C,` ` - s1d w NOTES: n i �) 1997 P�ttsntIc Bch- NOTICE-INSPECTIONS MUST BE REQUESTED AT L EAST. 4 HOURS PF(1,OR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS PROM THIS WORK MUST NOT BE PL(CED IN PUBLIC SPACE,AND MUST BE EARED UP ANO HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COM .PLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN 'I'"`HE PRO ERTY OWNI R PAYING TWICE FOR BUILDINGIMPROVEMENTS." ISI) ACCORDING T4 APPROVED,PLANS WHICH ARE PART OF stHi8 PERMIT;ANOSUB.IECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 0 eratDY " Total t�ayeent r ATLANTIC BEACH BVILDING DEPART CITY OF ATLANT C EACH PERMIT QALCULATION SHEET Address Date O / ? Heated Square Footage to $ Garage!Shed S 1 .OU ne-r __ = S 30(y carpo / Pprcn fQ ' _c_ Cmc?per sq = S, Deck ' oer Patio �' l p e_ TOTAL VALUATIC'r.i : S f"� ov Tctal aluation 1st a ( Remain n� g Value S hyper thousand i o portion thereot TOTAL BUILDING FEE S . / • 0 6 + 1; Filing Fee .5 0 Ac'-,170 l j1 Fireplaces @ $15 . 00 S BUILDING PERMIT FEE S WATER IMPACT FEE $_ �S'4B.00 SEWER IMPACT FEE S WATER METER/TAP S .Oe7 CAPITAL IMPROVEMENT SEWER TAP -0 - j9'�( RADON ( HRS ) cc5o , y7? SECTION H PAVING HYDRAULIC SHARES S � - CROSS CONNECTION S -.0b SURCHARGE . 0050 a �} 0``iIHER S GRAND TOTAL DUE Q q�, b ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric'/New Electric/ Temp ; SwimminaPool Septic Tnk ; Well ; Sign_ Finish Floor Elevation Survev Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIX'T'URE 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) 17- WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) _FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) POT, SCULLERY SINK (4) _DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) _ KITCHEN SINK (2) _DENTAL LAVATORY (1) _j_KITCHEbT SINK. WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) _ Al BIDET —URINAL STALL, WASHOUT (4) 4_ FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) -SHOP (2) LSURGEONS slNx (s) LAVATORY, SURGEONS (2) ___1_—JACUZZI (2) 2-- URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS . S/ @ =20.00 EACH S7 `©6 JOB INFOR2iATION 1 a A 1 VA Y rZ K., x, fa 7; 797' On, co,yw no x JA AT V CA-" ? w ad)itiu,: Nmw Cwas6 YGM,,, 2. MY& Nally 060"hed Of MultMixily MUCHN F. 3 i0y 1, -FAN ly 4. if Hultilawily, is thin a worst case Qvs/wo) K 1. Mooytfooed fljCAH oh,tc� (sq. 5. 1 ,err . _ eave overod"g 11 Purch Overhang leagth .%1 droa dad Qw. My& fuse Domble fow" a. New Glas": Q. 0.Os Q rt 384.20, P-, 6. 7yat, T110 or sold, swiee,,� f! 0, 00sq Q, 1, Floor type Sol a. Slab an grade (R-Mue, perimeter) MU 0. 00 , RUM Q, b. Coal raised (R-Value, area 01.An 7 P. 00 , U0.00 xqQ 70.Nkt Will type arHd and AxYlAtion. a. Menzor; 2. Wood Name (Iaxuklivr R-Yalwy Nsulatia, R mlun) 106 A 00.00, =4. ??sqQ Mceiliag QPe area asii` 0 , slow; WANG (QSMIA.,;jr A` r,?Zjv (10splati"s R Value) MAN 4001but0h sysiew, d. Ducts QnsulatiO4 Quation", 73.cualiog systeiii 13. 7y to V,,, S! 1401dVoy Systea. !Mmot water systsm- 75. Qpe. MuNic EF; 0. 13 6-A lied� praetice; 1, 2 on vAC ciwo'its (ZTMeflywy Flo, Mcross Veat, 73. cr, Go, RE-Attic radiant MCM (most not exueed 700 pu&ts ?� 70. 97. 0(, a. Mal As-S&lt polhb:. 754- 37260. b. Ntal Sase points /51. M, 1. Q - -- ------ - ------ - - _ - - - - dad AMew of ths P16as dad Ao""MadMa" ovvorad 140 0alnu wavy"ed by this CaMalwUnn WAV64W.-; Vivan dra in U~100co WRA He a"jolianue *M M Nwi = rhe""y 0o7,V&M;t;06 is aaYMN", HIS bwild:ag will 60 NspaGA-d Fn TIATE" 553. 700 r1s. 17 wby certl I beifv. 4. is rf X CORO!Now, W;1/1 /.,Ifie o`'loi .,.`,:A, 7:7,le, vy 6-'00,6. C. V V 'Ant z N 1 . ........... lj ............ .... ....... Q T- ; i '� ., 0Y 1,3 r i .. ..,, . A7, v V 7 N3ii CITY OF &dam B ,- ^� ,r�Office of wilding O;;��ggfficial :SEQUESI '#.i £ is a�"7 T'" f 101�r j l/ } / ,� DateI 1 `' ! - Penni;No. ��— Time AA1. Received P.ts4_ t,.. ap ----- -- Job dross - - — Locality Owner's Name �_�_�Contractor _— _ __—_ ------ BUILDING CONCRETE ELECTRICAL P4UMMING MECHANICAL Framing Footing ,?� Rough Wiring R m Air Gond, Re Rooting Slab Ter:p Pole -_ Tc, )ut Heating Insulation Lintel Final _ sev=en _ Fire Place Pre Fab READY FOR INSPECTION Mon, Tues. `Ncd. Thurs. Friday It A.M. Inspection toad .. _�.------__.______�P.M. Inspector_ Final Inspection Ger,!Lcate of Occupancy e ........... Y "WW I�qy 1 q Yoe Orrytoy Opp, ;Y e �Wppoj Y NOY ", I ippy W, do! py It f b4p�jjp*ff of,fo,*$WfOy"T Mop- �njww�pvy owl vy "N" M: /AT OTTO WW", 4 spov two ow"Wo,oty" I i Me name: Ci.810 Fdr: Pose Contractors ov: Air EAgineers, Inc. 10947 Seach 8MY dAcksoMMe Fl 32246 904_•,'4&2335' Plan 79?7. 3 Sr. Ft. job h Wthr : Vcksonville,AP Fl, Zone : Wire YINTER DESIRN CONVITIVINY11";1 6",9XV1714M15' Outside aY. Outside 94 lop F inside ab. F Inside 75 Deg F Design 70: 38 i,7eev F Ows j, r1 1, T. 19 Deg 'F Zyaily "Ya P ge 1-Y ?Ye2. iYam. 50 49 hTA TING 3=40, SENK&E COMING ETVIP 16AO SIMML' 31(,/y. beat 33954 Mh 5tract"re 30320 Stuh Vt-,ntflation Air C"FA-1, 0 Stub Pent Air loss 17 t',tuh "":emp. "'hAtiog 3. 0 y f pesipp boat load 33104 Wh toe Aifg, Oat'd b, 'grad`t. I Mi','Il fYA,'Tf 7otal Sens Equip load 35820 Stub Nethod A ('001 EQVIP A W SKJW14,11 CoastTaction Fireplaces Wvrodj asins 1840 Stub 0 Stub I N4' C61611 MO Tnfiltration 3510 Otah Area (sq. Ft. ) 1971 1971 Tot latent k"(piff-., load x360 Stub v'olaoe ",FL Air Ch"i-oat'-'s /Hou,r 01151 c7.4 TOM Equip load 47110 Stub Qvivalent CFM r1l 105 1� 5'vffiY,4,Y)/ AEA FOUIPAtf-'M 1A/�) 4,6101 Nake 00 Ae ,'�."ffh-lencv Beating Input 0 Stub sensible Cooliag- 0 Stub "Veating outplIt 0 Wh latent Cooling 0 Stub hbating Temp Rise 0 Vop F THAI fooli,;', 0 St uh Fan 7916 CFM Attaal / ,It? 19/6 Htq Air Flow FActvr 0.056 WHIMuh Cig Air Flow Fde�,,tor 0. 6,T�53 4"Y"H/Ot.al? MM CC ermostat les t RatYo 3.;;, MaHat cPrtifYPd bv AMA to meet all Fvqviraments of hanual Form PROCEDUM &S,Mr, Job P File name: cd.R1 1") zone: Mire Hvas�-� flocedure A - Winter Infiltration HTH Calculation," ------------------------------------ ------------------------------ -- -- 7. Winter Infiltration CFN 0.6 AC,./tIk? x 1508 Cv.Ft. x 0. 61167 217 acm 2. Winter Infiltratfon Otuh 1. M CFM x 19 widt-er TD 6WO6 stab 3. Winter Infiltration HTAI 178(4.5 Otuh 424 Tot / hliodow 20"6 I Door Area ?`->{"+:JL;"efllJr 8 - summer lofiltration H7M Calculation" ------------------------------ ---------- ----------------------------- 1, Sommer Infiltration CFN` 0. 4 A4"//1A' A 15?68 Cu.Ft. x 0 0167 05 UN 2. Summer Infiltration Otak /. I x 105 CFM x 19 Summer 7D 1701 stab 3. summer Infiltration H7H 220t 6tub 4 24 Windoo 5.2 J Door Area -------------------------- ------------------ -------------------------- Procedure C - MUM 14filtration Gain ------------------------ ----------------------------------- --- -------- 0.68 x 49 gr.diff. x 105 ON a 3570 MY ,'r{'t,;rt';'edu,r e 0 Equipment Ming loads -------------------------------- -------------- ------------------------ 7. Sensible Sizing load od d 1. 7 ?9 Sommer TV w 0 Otuh Sensible load for Structure (line 19) 35820 Stub Sam of and stTuctare loaaw 35620 6tuh Rating and Temperature Swing Nultiplier i 1.00 AWN EquZoment Sizing load Sensible, 33820 Otab 2. i. latent Sizinp load latent v, 0.68 x, 0 --49 yr.diff. it 34uh fr InUrnal loaas a 230 x 8 No. People i =0 Otuh Infiltration load From Xoceddre 4'' 1 3510 Otah Sizing load latent 5350 Mh -------------------------- I-------- ---- ---------------- -------------- gConstruction Quality is: d No. of FireoJaces is: 94NDAI J; /th Ed. U SN ?'-4' "II .it 1 ,?i44 81JI J t h E*,i'. AW" V, 3N,5 7 4 4 IV, t �ulte c"r /�'Ioo& "I't Alivan ing i. 1 is 41 a 0 Op 8.0 1h4,--,5at,/cOoy C=571 1,17M' 4 R t,uh I Il ngt A� A/ly clg A 1VO. lit y, cl nqt'h.1 lit q /a Y! rExPosed I t 0. 0/ f`„ 11 0� Aw'tItiwm, /d/ (%0 *1'*4 o/ 61 Ali'n do 2.::.6. S �/6-Va s s 6 /9,00rs Htq /C It d/ 0/ At 0.,0/ o Ifl A`t',v th o ZZ Ooors 1'."S At o. 6q o/ 4'g sf�`,X S11(v, rr a . o 8./ t7t h�' doors /a, "i C . 4 4L/ 6 Q r ' ? 401 V/ 6, It tVH t la 2VI 3. 4/ 6) 3b,`4 .2 -5 4 Exposed IbI �11 0 Li/ /5' 6Yi y 0/ 0_ o/ Ifl 0 0/ 0. t;+rr o 6Y1 (y o/ (,q Yrr n, la i t 66'1 31 4 1 24,1'21/ Q.;;V f 24,:;�z`l b 1610 0/ `/ 13-31 31.51 3,9 315 0 0 r 0 0 01 0/ 6 6 0 Floors Yz'�'A 361.15,'/ 0. 0 1611 4,51 6'1 1611 4,`;' b 15D7. t. J (). ()I/ /,20 t' 2011 1 0/ (7. 0/ /12'/ lofiltraltlor a 120. 81 5.,/ .4, 8806 �?,?O 8806'/ 2'�*,`O bi'tuh I i'8. 9,uct ljtuh loss ?'6tal Otuh loss, 4 l4 rr 16*1 Int. 6` 5'0011 6'1 2400/ A1,11/ 6 4 1`wf--'t Stu".) lr"o �ov 1- 0”, --- »ri » Carl , Md by Atha 10 Wel jj7 towwwI«< W "ohdAm 1 WK j AMAWAI J: .:�» ';,W 5/44 041TA lob fz File Oamp: lu.810 R "S' 6 ¥ J Z 2 7 0 Y .4 ,5," 0 0 N K f 4 1 0 7' H v 8 N A W ? H 1 0 A A E, IV 0 b' 2 0 A, K 7 m Whol'e 3 t? a c n .0 e'? 0 .1 ":10 . .J 0" 0 J. 9 7. 0 51. 0 Z . m 0 * A so d c n 0 a n 2 90 Z. 6 0.0 ON 1, 0 63, 0 ?5, 0 0,(,.', * n sw a c 0 n n 0 2 90 1. 0 0. 0 () 1. 6' 63.6) 0 0.0 * R nN a c 0 0 R n 2 90 /.0 0.0 0. 0 « @ 51. 0 119. 0, 6 18 ' 2" 16' 10" -� T1 o Q _ H H F- Q Cu u J r� O Q J (n T18 m m O o m T37 M 17 HIGHLIGHTED WALLS ARE c T20 INTERIOR BEARING REQUIRED BY CD T9 TRUE TRUSS, INC. o cr 33 tv o m a w T27 1D ACCEPTED BY DATE cc U) wrn T28 m o o r- T 10 Q1 -Ti 9 APPROVED. CITY OF ATLANTIC BEACH m BUILDING OFFICE 1 T30 OCT 16 1997 Ln c al o � I T41 v JOB N0: 970659 - 15 ' — 20 ' — -- 35 ' PAGE NO: 1 OF 1 z SET FLOOR TRUSSES 24"O/C BACK TO FRONT 4 a U J O FTI 0 0 m LL FT2 �, -- -- OD -- -- _ cn -- --- z w o cc FT3 cu FTA Ir 0 a � w wrn o in FT5m O 0 0 0 0 _ FT7 FT6 m_ �-- 6 ' 20 ' HIGHLIGHTED WALLS ARE INTERIOR BEARING REQUIRED BY f TRUE TRUSS, INC. i ACCEPTED BY, DATE JOB NO: 970659 PAGE NO: 1 OF 1 d I� m i� 15 ' BOT . OF HEADER i 4 , 6 „ 2 i rn m j i (970659 - HOUSE ACCOUNT JONES RES - 1' Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 19.95 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 01-01-12 PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. ( ) ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD. '�Arc%el 7 120-3-9 SEP 2 9 1997 0 6- 1 1 12 City 19 7-o Of 6=1z Atlantic and Beach W3X4(B2) = nd Zoning 41-4-0--J44 12 1-0-0 Over 3Supports R=281 W=3.5" U=200 PLT TYP. Wave TPI-95 Design Criteria : TPI 18.1b8 FL/-/2/-/E/-/- Scale =.375" Ft . O O **WARNING** TRUSSESREQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L P S F R E F R732- -60371 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED DY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7 P S F DATE 09/10/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED + �/.f" STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�,�f(�P '�,i•�y **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED u �'• BC DL 10.0 PSF DRW HCUSR732 97253035 ZA� LPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO yep 1 U6' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR * /� r BC LL 0 0 P S F HC-ENG C L R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN T 0 T. L D 3 7 0 P S F S E A N 51860 SPECIE(CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE;pF R C C CONNECTORS ARE MADE OF By ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO D U R. FAC. 1 . 2 5 FROM M E J ^ TRUSS 1\�1J tJ EACH FACEI 1 Of 11,TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �{ '� U LJ O OFAT HE GTRU55 OEP OI CTED HEREAAND SM ALLNNOTEBE RELIED OUP ONHIN ONYWOT HERPRpyES ONLY TO THE DESIGN �, �� SPACING 24.0" i (970659 - HOUSE ACCOUNT JONES RES - 1' Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 00-11-05 PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 7 r— 0958-6 *9-1-2 W X4(A1) = L-1-4 I-2 i2 1-0-0 wet S Supports R=311 W=3" U=200 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.1b8 FL/-/2/-/E/-/- Scale O O O -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R732- -60369 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO C� C� 4y�P 1FjC },y� TC DL 7. 0 PSF DATE 09/10/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ALNED } STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �✓ 'Q�r.,yr BC DL 10.0 PSF DRW HCUSR732 97253034 *`IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ppe C1 lHo ,• PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Y p c'�LyjjNSjj - BUILDTHE TRUSSESIN CONFORMANCEWITH TPI; ORFABRICATING, HANDLING, SHIPPING. INSTALLATION OR �IBC LL 0.O PSF HC-ENG CLR/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVING' S OF NDS (NATIONAL DESIGN ' T 0 T. L D 3 7. 0 P S F S E A N 51804 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATS qFCONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ' DUR. FAC 1 25 FR0M MEJ EACH FACE OF TRU13 5SS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER VVV/,(y�.�lt/{}t '� "-" ODRAW AWHEG TR USS DE POI CT ED HEREAND SHALL NOTE BE RELIED UUPONHIN ANY OTHER WAY. WAYES ONLY TO THE DESIGN V � SPACING 2 4.0" w 970659 - HOUSE ACCOUNT JONES RES - 3' Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 20.63 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, Y WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 02-03-12 PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 21-6-11 W3X4(62) = 72 3-12 T 0-6-12 19-7-0 iFl-4-0z.1 E-3-0-12—J 3-0-0 Over 3 Supports - R=330 W=3.5" U=200 PLT TYP. Wave TPI-95 Design Criteria : TPI 18.lb8 FL/-/2/-/E/-/- Scale O O **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R732- -60365 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1�yy INSTITUTE, 583 D'ONOF IO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO '�f'R r « PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �•�� T C D L 7. 0 P S F DATE 09/10/97 O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �G PTt�lq � BC DL 10.0 PSF DRW HCUSR732 97253033 **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED GGe 1�6 7� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Y P N p �TRU BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLATION OR ,! l 1'r B C L L 0.0 P S F HC-ENG C L R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' $TATE;OF ' TOT. L D. 37.0 P S F S E Q N 51857 CONNECTORS ARE MADEOf 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOIL J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER L�� ('�� D U R FAC. 1 .25 FROM M E J DRAWINGS 130, 150 AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN � ` S P A C I N G 24.0" OF THE TRUSS DEPICTED HERE AND SHALL NOT OE RELIED UPON IN ANY OTHER WAV. ��[.V 970659 - HOUSE ACCOUNT JONES RES - 3' Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 02-01-05 PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. f10-10-6 7 2 1-5 9-1-2 W X4(Al) = L--i-4-0--1,3-0-12----J 3-0-0 Over 3 Supports R=323 W=3" U=200 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.1b8 FL/-/2/-/E/-/- Scale O O O **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0. 0 P S F R E F R732- -60364 BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONNCTI OFIO DR., SUISS TE 200, MADISON, WI 53719), FOR SAFETY PRACT ICF' PRIOR TO ,{1 R• STRUCTURAL PANELS FUBOTTOMSCH ORDESHAOL HHAVESA PR OPERLYDATT ACHEDTO COR DI GIDACEILING.PR OPERLY ATTACHED ��•A�'�c"�+ DTC DL 7 0 P S F DATE 09/10/97 O **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �6V`E,`I,T, �', UC DL 10.0 PSF DRW HCUSR732 97253032 PRODUCTS, INC. SHALL NOT NE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO �ep I�• BUILD 7HE TRUSSES IN CONFORMANCE WITH 7PI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR 4 � � i BC LL 0.0 P S F HC-ENG C L R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN O SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT. L D. 37. 0 P S F S E A N 51801 TRUSSC CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF D U R. FAC. 1. 25 F R 0 M M E J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER1�.LSVM• O O O OF THE TR USS DEPOI C TED HERE ANO SHALLHNOTE BE RELIED OUPONH IN OANYW ONHERPWAYES ONLY TO THE DESIGN '� SPACING 2 4.0" (970659 - HOUSE ACCOUNT JONES RES - 5' Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 21.22 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 03-05-12 PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 22-8-11 7 3 5-12 W3X4(B2) T 0 6_12 19-7-0 5-0-12--� �_5-0-0 Over 3 Supports R=437 W=3.5" U=200 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.lb8 FL/-/2/-/E/-/- Scale O O "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20. 0 P S F R E F R732- -60363 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE p [�'yy INSTITUTE, 583 D'ONOFIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO '��,f1.p O PERFORMING THESE PANELS, BOTTOM FUNCTIONS. UNLEORDSS OTHERWISE LL HAVE A INDICATED,PROPERLY TACHRIGID CEILNG, TOP CHORD SHALL IPROPERLY ATTACHED � ��(�FJ� k/t/� TC DL 7 .0 P S F DATE 09/10/97 STRUCTURAL 0 •G 1 BC DL 10. 0 PSF DRW HCUSR732 97253031 ``IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED �eP I�• PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C1 T F O w r BC LL 0.0 PSF HC-ENG CLR/WPF Z�TLRUS P�L BUILD TME TRUSSES IN CONFORMANCE W[TH TPI: OR fABR[GATING, HANDLING, SHIPPING, INSTALLATION OR rX � 111111 11LJJ BRACING OF TRUSSES. THIS DESIGN CONFORMS WI APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ' r TO T. L D. 37.0 P S F S E 0 N - 5 1851 C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE '1s7aT�;OF .�J EACH FACE OF TRUSDSE AN001 Z0NLESST OTHERWISE53 ,L CATED O NETHISEDESIGNXCEPT ASPO SITDION CONNECTORS, APPLY PER TO `iV+�/.� h W D U R. FAC. 1 . 2 5CONNFROM M E J DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN "rJ'•��.... �` �I *- O u O OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. SPACING 24.0 970659 - HOUSE ACCOUNT JONES RES - 5' Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP ##2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 03-03-05 PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 12-0-6 ZI 3 3-5 pq 9-1-2 W X4 A �1-4-0J,=- 5-0-12 �� _5-0-0 Over 3 Supports R=418 W=3" U=200 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.1b8 /FL/-/2/-/E/-/- Scale O -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R732- -60362 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE iy INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES Pft IDR TO 01 P C� CJ y�P ) �ti� TC DL 7. 0 PSF DATE 09/10/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •, C� OIMPORTANT- BC DL 10. 0 PSF DRW HCUSR732 97253030 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED �BP LL. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I!!Y O 7� T C� + r ;• BC LL 0. 0 PSF HC-ENG CLR/WPF A LPINE BUILD THE TRUSSES [N OR WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR I tf JJBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO5 (NATIONAL DESIGN T 0 T. L D. 3 7 0 P S F S E 0 N 51798 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE +(�{y, STATE;OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO \3't•.� ,2 D U R. FAC. 1. 2 5 FROM M E J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 7 O OFAWHEGTRUSO DEPUICTED HEREAAND SHALLNNOTEBE RELIED UUPONHIN AANYWOTHERPWAVES ONLY TO THE DESIGN I� � S P A C I N G 24.0' (970659 - HOUSE ACCOUNT JONES RES - 7' End Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 04-05-05 PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (2) 16d TOE-NAILS AT BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 13-2-6 7 4-5-5 9-1-2 W2X4(Al) L-1-4-0–.!E 7-0-12 _I —7-0-0 Over 3 Supports R=521 W=3" U=210 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.1b8 FL/-/2/-/E/-/- Scale O **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R732- -60361 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �'` yr' /AT C D L 7.0 P S F DATE 09/10/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' ' G'Q,f`•,Y`' D O **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P B DL 10. 0 PSF DRW HCUSR732 97253029 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATE ON FROM THIS DESIGN; ANY FAILURE TO Spp 1'" o A�N'�' o BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR B C L L 0.0 P S F HC-ENG C L R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ]]]77T'' TOT . L D. 37 .0 P S F S E A N 51774 SPECIFICATION PUBLISHED BY 7HE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF ; CONNECTORS ARE MADE OF 2OGA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 1f D U R FAC. 1.2 5 FROM M E J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /S'7`� � "� O O O DRAWINGS 130, 150 AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN C� � S P A C I N G 24.0" OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. (970659 - HOUSE ACCOUNT JONES RES - 7' End Jack) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 21.80 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. ` WEBS 2x4 SP #2 Dense WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 04-07-12 PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (2) 16d TOE-NAILS AT BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 23-10-11 7 (- 4-7-12 W3X4(B2) T 0 6-12 19-7-0 L<-1-4-om;JE 7-0-12 _I L7-0-0 Over 3 Supports—� R=553 W=3.5" U=230 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.lb8 FL/-/2/-/E/-/- Scale =.375" Ft. O **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R732- -60360 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO O PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �`�A'j,/,,,}} TC DL 7 0 P S F DATE 09/10/97 OSTRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �(j '4,}":Y p **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �({� �'v BC DL 10.0 PSF DRW HCUSR732 97253028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Sj P 1'" ALPINT, '�'VT BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR B C L L 0.0 P S F HC-ENG C L R/W P F E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 777777 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE;O� TOT. L D. 37.0 P S F S E Q N 51854 CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TRUSS DR AWINGSEACH E1030,TR50SANDND6UONAE55 OANEENGINEERRWIIE CSTSDAONONHTMISIS EDRAWINGOAPPLOESCONNYCTORTHEPER DESIGN VVV (�t D U R FAC . 1 .2 5 FROM M E J '� SPACING 24.0 OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 970659 - HOUSE ACCOUNT JONES RES - 9'10"13 Hip Jack Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF, U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM AND TOP CHORDS. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 04-05-00 W2X6III 13-2-5 4.95 4-5-0 W2X4, 9-1-2 W3X5(R) III W2X4(Al) L_I Io-Io —IE 9-11-9 _I 9-10-13 Over 3 Supports R=399 W=4.243" U=440 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.lb8 FL/-/2/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R732- -60359 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE .!(�t� (� O INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO rn TC DL 7.0 P S F DATE 09/10/97 PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SNALL HAVE PROPERLY ATTACMED A'''IF)� .��. OSTRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC pL lO.O PSF DRW HCUSR732 97253027 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED (�� r� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO sip I'" I O u BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR '� B C L L 0. 0 P S F HC-ENG C L R/W P F ZA, LPINE BRACING OF,TRUSSES. TNIS DESIGN CONFORMS W[TH APPLICA8LE PR OVISi0N5 OF NDS (NATIONAL DESIGN TOT.L D. 37 .0 P S F S E A N 51771 SPECIFICATON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ', STATE L1F T,[T Tj C C CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 CALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO `YV, �"1.�yE0 D U R. FAC 1 . 25 F R 0 M M E J TRUSS itV IJ E.J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECT DRS PER .........•j DRAWINGS 130, 150 AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN � 'DV SPACING 24.0" L.� OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. (970659 - HOUSE ACCOUNT JONES RES - 9'10"13 Hip Jack Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 21.70 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM AND TOP CHORDS. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 04-07-12 W2X6III 23-10-15 4.95 4-7-12 W3X4(B2) = W2X4� T -6-12 +1 9-7-D W3X5(R) III 9-11-9 _I 9-10-13 Over 3 Supports— � R=391 W=4.95" U=410 PLT TYP. Wave TPI-95 Desi gn Criteria : TPI 18.lb8 FL/-/2/-/E/-/- Scale =.375" Ft . O o o -WARNING ETRUSSIIETIA ) PNSHIPPING, INSTALLING AND TC LL 20.0 PSF REF R732- -60358BRCING. RR TOHB91 (HANDLNGINSALLINGAND BRACING , PUBLISHED (TRUSS INSTITUTE, 583 D'ONOFIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �yQ'` '�? Cf/�/ TC DL 7 0 P S F DATE 09/10/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR732 97253026 **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L 1. BUILD DCTHE TRUSSESA IN NOT MANCEOWITHL TPIOROR AN OICATINGONHANDL INGISSDH HIPPING, INSTALLATION OR P I�` C� ALPINE C7 •� ' ;• BC LL 0. 0 PSF HC-ENG CLR/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 37.0 P S F S E A N - 51841 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OFT�T 7 CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO .� D U R .FAC. 1 .2 5 FROM M E J U S S EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER VVV��1` 1�• � O OFATHEGTRUSOS DE POICTED HEREAAND SHALLNNOTEBE RELIED OPONHIN AANYWOTHERPWAYES ONLY TO THE DESIGN S P A C I N G 2 4.0" (970659 - HOUSE ACCOUNT JONES RES - T41 20' Gable) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING SPECIAL LOADS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TC From 93 PLF at 0.46 to 93 PLF at 19.54 BC From 20 PLF at 0.00 to 20 PLF at 20.00 REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS RESPONSIBILITY OF THE BUILDING DESIGNER. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS W4X4= 05-10-04 7 7 W2X4(D 1) = W2X4(D1) 101 r-11 rd 0-0-4 F- Li -1-2 W5X5= L_ 10-0-0 I 10-0-0 I fE 20-0-0 Over Continuous Support -J R=109 PLF W=20-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI 18.1b8 FL/-/2/-/E/-/- Scale O O O B WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R732- -60357 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �^ INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO '�c'R A,p STRUCPERFTURAL PANELS.UBOTTOMNCTI SCHORD ESHASS OL H HAVESA PRDPERLYDATTACHED O RDI GI HACEILING.L HAVE PROPERLY ATTACHED �� A �F� �/�.- DTC DL 7 0 P S F DATE 09/10/97 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED <j V N�O^ UC DL 10.0 PSF DRW HCUSR732 97253025 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOP I U`�� AT PF BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR �L r! B C L L 0.0 P S F HC-ENG C L R/W P F L�IJl 1J BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN "']]]777"^ T 0 T.L D. 37. 0 P S F S E 0 N - 51807 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE '1 S•TaT� Q� TRUSS EOCHECAORSOFARE TRUSMADE OF ANUZDUNLESSASTM O7HERWISE3LOCATEO ONSTEEL, THISEDESIGNASPOSITNOTED. ON CONNECTORSCONNECTORS TO \YVw• ,2 Kp, . D U R .FAC . 1 .2 5 FROM M E J DRAWINGS 130, 150 AND I60 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN SPACING 2 4.0" L� LJ OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 970659 - HOUSE ACCOUNT JONES RES - T40 7' Mono Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 22.09 FT MEAN NGT, SBCCI, BOT CHORD 2x6 SP SS ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF, U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS GIRDER DESIGNED TO CARRY 16-08-00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. FROM OTHER SIDE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 04-07-12 PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1542.38 LBS. W3X6% 7 (— 4-7-12 W2X4(Al) Tnl 0_6 12 19-7-0 W3X8Di W2X4III --7-0-0 Over 2 Supports R=1683 W=3.5" U=760 R=1542 W=1.5" U=950 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.1b8 FL/-/2/-/E/-/- Scale =.375" Ft. O O *~WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R732- -60356 URAL I NG. REFER TO MIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE c] [y INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO y es P!( O STRUCTURAL PANELS FHBOTTOMNCTI SCMORDESS OLHHAVESA PROPERLYDATTACHEDTOP ORDGIDALL HAVE CEILING.PROPERLY ATTACHED SP rt+��r:�i'�� Tj C DL 7 0 P S F DATE 09/10/97 _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED GG��G��6 4+ ��. BC DL 10.0 PSF DRW HCUSR732 97253024 T 7� T PRODUCTS, IHC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO yep N p ALPINEBUILD THE TRUSSES IN CONFORMANCE W[TH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLATION OR *I tf 'i« L)C LL 0.0 P S F HC-ENG C L R/W P F LBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 3 7. 0 P S F S E A N - 51845 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE -1 5TATE':O CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED APPLY CONNECTORS TO \Ii�ryw` � DUR.FAC. 1 . 25 FR0M MEJ SE OR ANIN65EACH E13HO,TISOSANDH1H60HAE F5 OANEE NGINEERWI CSTS EDAONONHIS THI DS ESIGN DR AWINGOAPPLHIE SCONNYC TORTH EE DESI GN V'V ,y,,\+``�` L.� O OF THE TRUSS OE PICT EO HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. SPACING 24.0" 970659 - HOUSE ACCOUNT JONES RES - T37 18'4" Mono Scissor) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 11-00-10 PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1005.97 LBS. W2X4III ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. W5X5o 5-0-8 �15-1-5 W2X4= 7 r W 3 X 4 ' 4 W5X5% 9-1-2 W2X6 (A1) 1-4-0 ------ 18-4-0 Over 2 Supports R=1141 W=3.5" U=600 R=1006 W=3" U=650 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.lb8 FL 2 E - Scale O O -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R732- -60354 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE /^ INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO P—Fl, �� T\, D L 7 .0 P S F DATE 09/10/97 O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SN ALL HAVE PROPERLY ATTACHED .1P P�(1Fl�q ' . STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. (� 0 •G �E �, BC DL 10. 0 PSF DRW HCUSR732 97253023 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED E'. 1V" PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO P O BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR •( ,f '�« BC LL 0.0 P S F HC -ENG C L R/W P F Z�TRU L I '� BRACING OF TRUSSES. THIS UESIGN CONFORMS WITH Al CAB LE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .ClTAT � TOT.L D. 37.0 P S F S E A N - 51795 �[`1 CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALE. STEEL, EXCEPT AS NOTEU. APPLY CONNECTORS TO , DUR. FAC. 1 . 25 FROM MEJ `�LJ ORA FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSIT70N CONNECTORS PER VVV/� L 1 � SPACING 2 4.0" OR AWINGS 130, 150 AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TD THE DES IIN U OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. (970659 - HOUSE ACCOUNT JONES RES - T34 20' Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 22.58 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5,0 PSF, WIND BC OL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 06-04-12 ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. W4X4= W2X4�� 7 f— —1 7 W2X4,i 0-6-12 0-6-1219-7-0 W5X6= W3X4(B2) = W3X4(B2) L_ 10-0-0 _I_ 10-0-0 J fE 20-0-0 Over 2 Supports —� R=1314 W=3.5" U=620 R=1314 W=3.5" U=620 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.lb8 FL/-/2/-/E/-/- Scale =.25" Ft. O *BRACING G*REf RTRUSSES IB 91 (HANDLRING INSTALLI G AND BRAFABRICATION, ING)ARPUBRLISHEDSHIPPING, TPI INSTALLING PLATEAND .( Q TC LL 20.0 PSF REF R732- -60353 INSTITUTE. 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICESPRIOR TO 4e n �`' T C DL 7.0 PSF DATE 09/10/97 O O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND[CATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED �11;-P�iF�j�,• �Z//}, STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED e�I 3 . BC DL 10. 0 PSF DRW HCUSR732 97253022 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO $ P �N'�' O BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR '� B C L L 0.0 P S F HC- ---NG C L R/W P F FZ'�ABRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN • _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE +(gE STATEi OF TOT. LD. 37.0 P S F S E Q N 5 1 8 1 4 CONNECTORS AREMA OEOF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TODUR. FAC. 1. 25 FR0M MEJ l.� O EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION CONNECTORS PER -� �\ SPACING A C I N G 2 4. 0 DRAW INGS 130, 150 AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN17 ` t� * ;� OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. (970659 - HOUSE ACCOUNT JONES RES - T33 26' Ste down Hip) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 22.29 FT MEAN HGT, SBCCI, � BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" Q.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 05-09-12 ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. W4X4= W3X4= W4X4= W2X4o� 7 r ---1 7 w2X4% 0-6-12 7-0 W5X6= W5X6= W04(B2) = W04(B2) 1 � I_ 9-0-0 I_ 8-0-0 _I 9-0-0 _I �E 26-0-0 Over 2 Supports =j R=1669 W=3.5" U=780 R=1669 W=3.5" U=780 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.lb8 FL/-/2/-/E/-/- Scale =.25" Ft. O O O *BRACING. REFEN ING" R TO HSIB 901UIR(HANDLREME CARE ING INSTALILING AND BRACING), PUBLISHEDBYITPI IN(TRULSLSIP PLATE TC LL 20.0 PSF REF R732 -60352 INSTITUTE, 583 D'O10FIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .{\ pp �y O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 4'``:•' n� �f TC DL 7 .0 P S F DATE 09/10/97 O = STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10. 0 PSF DRW HCUSR732 97253021 **IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 2 liJ.., PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO g P 0" OZA� LPM O BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR I M + BC L L 0.0 PSF HC/-�ENG CLR/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN T 0 T.L D 3 70 P 5 F 5 E l(N 5 1 829 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL NINE STATE OF TRUSS 7)T j� CONNECTORS AftE MADE Of 20GA ASTM A653 GR37 GAL. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �.� D U R. FAC. 1 . 2 5 FROM M E J 1Kt U 11J EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER vvv�� `• (QQ: � O OR A TI HEG TRUSS DEPO CT ED HEREA AND SHALLN NOTE BE RELIED IS NH IN ANY OITH E RP WAVES ONLY TO THE DESIGN R�EN SPACING 24.0" (970659 - HOUSE ACCOUNT JONES RES - T30 20' Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TC From 54 PLF at -1.33 to 54 PLF at 21.33 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BC From 20 PLF at 0.00 to 20 PLF at 6.18 BC From 80 PLF at 6.18 to 80 PLF at 13.82 THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS BC From 20 PLF at 13.82 to 20 PLF at 20.00 06-02-05 ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. W4X4= W2X4111 W2X4I1/ 7 r —1 7 �8-1-2 W5X5= W3X4= W2X6 (Al) = W2X6 (Al) IE 4-0 I_ 10-0-0 _I_ 10-0-0 _1 20-0-0 Over 2 Supports - J R=1209 W=3.5" U=670 R=1209 W=3.5" U=670 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.lb8 FL/-/2/-/E/-/- Scale O O —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R732-60351 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE (�p /� O INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO "'n l�� T C D L 7. 0 P S F DATE 09/10/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .1P PT1F1� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��"� C� C� •t�� r• BC DL 10.0 PSF DRW HCUSR732 97253020 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 2 lAln, PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO P �ITW O O BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION ORS) If t 1�r B C L L 0.0 PSF HC-ENG C L R/W P F ALPINE BRACENG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE':OF TOT.L D. 37.0 P S F S E Q N 51780 TRUSSCONNECTORS ARE MADE OF 20GA ASTM A653 6R 37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ,q , ' D U R.FAC. 1 . 2 5 FROM M E J O O u EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON N THIS DESIGN, POSITION CONNECTORS PER �i5' w. \ SPACING 24.0" DRAWINGS 130, 150 AND 160 A-F. AN ENGINEER'S SEAL ON THtS DRAWING APPLIES ONLY TO THE DESIGN t/" �+1_ OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. (970659 - HOUSE ACCOUNT JONES RES - T29 26' Gable) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 23.63 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. SPECIAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 93 PLF at 0.00 to 93 PLF at 25.77 REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD BC From 20 PLF at -0.12 to 20 PLF at 25.88 VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND RESPONSIBILITY OF THE BUILDING DESIGNER. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS DESIGNED BY THE BUILDING DESIGNER. 07-09-11 W08 (R) ill ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. W5X5 W5X5� 7 I— —1 7 0-2-11 0-2-11 k-19-7-0 W3X5(Dl) = W5X5= W5X5= W3X5(D1) 13-0-0 _I_ 13-0-0 _I }dr= 26-0-0 Over 2 Supports J R=1559 W=3.5" U=1020 R=1559 W=3.5" U=1020 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI 18. 1b8 FL/-/2/-/E/-/- Scale O n O **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R732-60350 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY THE (TRUSS PLATE INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO O PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �4'`AT C OL 7.0 P S F DATE 09/10/97 OSTRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �Ci �:X`� p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10. 0 PSF DRW HCUSR732 97253019 13 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2P "- FI ZA�LPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION Oft I /� B C L L 0.0 PSF HC-ENG CLR/WPF BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' L(h/J1]]]777"' ' TOT.L0. 3 7.0 P S F S E 0 N - 51823 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE +��L STATE OF TRUSS CONNECTORS ARE MADE OF 2OGA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO AYi/(,1 ,q ' D U R. FAC. 1. 2 5 FROM M E J O u u EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTOR TONS PER ',i•`�J��,.'�"." �` SPACING 2 4.0 DRAWINGS 130, ISO AND 160 A-f. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF TME TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. (970659 HOUSE ACCOUNT JONES RES - T28 26' Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 23.45 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 08-01-12 ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. W4X4= W 5 X 5 W5X5�� 7 (— —1 7 0-6-12 0-6-12 +19-7-0 W5X5= W5X5= W4X4(B2) = W4X4(B2) LL4-_Oj L_ 13-0-0 I 13-0-0 _1 f� 26-0-0 Over 2 Supports R=1686 W=3.5" U=780 R=1686 W=3.5" U=780 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.lb8 (FL/-/2/-/E/-/- Scale =.25" Ft. O O O —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R732- -60349 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE G ty INSTITUTE, 583 D'ONOFIO DR.. SUISS TE 200, MADISON, WI 53719), FOR SAFETLL Y PRACTICES PRIOR TO 't tis P p 0 o STRUCTURAL PANELSPE RFORMIN THE E FUNCTI BOTTOMSCHORDESHALLHHAVESA PROPERLYDATTOOCHEDORIDGIDACEIHAVE PROPERLY ATTACHED T DL 7 .0 P S F DATE 09/10/97 O **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �eQ `j4.` 'fi•Yv' BC DL 10.0 PSF DRW HCUSR732 97253018 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO rS P 1!Y O ALPINE C7 w /. ;• BC LL 0.0 PSF HC-ENG CLR/WPF BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D. 37 .0 P S F S E A N 51818 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE CIF TRUSSS CONNECTORS ARE MASE OF 2UNL ASTM A653 GR 37 GALE. STEEL. EXCEPT A5 NOTED. AP PLV CONNECTOR$ TO "�(j ' D U R. FAC. 1. 2 5 FROM M E J V EACH FACE OF TRUSS. AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER VVV�� L� :•� DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN ' SPACING 24.0" _JJ �J OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 970659 - HOUSE ACCOUNT JONES RES - T27 26' Stepdown Hip) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 22.87 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/240 LIVE AND L/180 TOTAL LOAD, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 06-11-12 ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. W4X4= W4X4= 7 F— —1 7 W 2 X 4 W2X4% 0-6-12 r 0-6-12 +19-7-0 W3X8= W5X5= W4X4(B2) = W4X4(B2) 1-4-0 I 11-0-0 I 4-0-0 I 11-0-0 I fF 26-0-0 Over 2 Supports R=1678 W=3.5" U=780 R=1678 W=3.5" U=780 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.lb8 FL/-/2/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �+ O BRACING. REFER TO H18 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE GG h T C L L 20 0 P S F R E F R732- -60347 INSTITUTE, 583 D'ONOFIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO '�4R,r�(` (' STR UCOTURAG PANEESFOBOTTOMSCHORDE SHA LOLHHAVESA PR OP ERLYDATO TTACH CHOED R IDG SHALL HAVE PROPERLY ATTACHED y1�`: P"l1Fl +q TC DL 7 0 P S F DATE 09/10/97 O ** ID IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 11`'`� gppp + BC DL 10 0 PSF DRW HcusR732 97253017 T PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO $�P lU'� p - O ALPINE o BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR ~1 r b B C L L 0.0 P S F �HC-ENG `C-ENG C L R/W P F BRACING OF TRUSSES. TM[S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS IN ATIONAE DESIGN 1 1 T O T.LD. 37 .0 P S F S E O N 51826 SPECIFICATION PUBLISHED By THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE .+(� STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR 37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO \yy`. �(j TRUSS DR ANINGSEACH f1�0,TRUSS. SAND N�60NpE5S OANfRNG]NEERCSTSEAGNONNTHI�fDR AWI NG POSITION �E SCONNYC70R THEIII DESIGN V• -L4 �' D U R.FAC 1 25 t'=FROM M E �''t O `-' OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. S P A C I N G 24.0 (970659 - HOUSE ACCOUNT JONES RES - T26 26' Ste down Hip Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense :T2 2x6 SP SS: 110 MPH WIND, 21.70 FT MEAN HGT, SBCCI, BOT CHORD 2x6 SP SS ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Wedge 2x4 SP #3: U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TC From 54 PLF at -1.33 to 54 PLF at 7.00 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TC From 114 PLF at 7.00 to 114 PLF at 19.00 TC From 54 PLF at 19.00 to 54 PLF at 27.33 THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS BC From 20 PLF at 0.00 to 20 PLF at 7.00 04-07-12 BC From 44 PLF at 7.00 to 44 PLF at 19.00 BC From 20 PLF at 19.00 to 20 PLF at 26.00 ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. BC - 448 LB Conc. Load at 7.00 BC 1542 LB Conc. Load at 9.33 VX8= W3X8= W5X6= T W2X4�0 W2X44/ 7F— 7 W5X5(C3) = 0-6-12 0- 19-7-0 W4X4(C3) = W3X4= W4X8(R) III W7X8= W4X4(R) III W3X4= W5X5 (B1) 1'–;i� I1 4 01 I 7-0-0 I 12-0-0 I 7-0-0 J fE 26-0-0 Over 2 Supports j R=2864 W=3.5" U=2040 R=2676 W=3.5" U=1600 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.lb8 FL/-/2/-/E/-/- Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND /� BRACING. REFER TO HIO-91 (HA IOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R732- -60345 INSTITUTE, 583 O'ONOFIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO 1,,,�� A TC CIL 7 0 P S F DATE 09/10/97 0 o PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �j��j�? .y STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .(j� �"' BC DL 10. 0 PSF DRW HCUSR732 97253016 *`IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED S,p I lla 1. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 0, O APINE C� • r ;• BC LL 0.0 PSF HC-ENG CLR/WPF BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR ( E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT,L D. 37 . 0 P S F S E O N 51832 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE;Qf Z�TL �7 r�� CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 ,ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO D U R. FAC. 1. 25 FROM M E J I� UF�� (� EACHW I FACES 1 Of TRUSS, AND UNLESS OTH1. NERWISE LOCATED ON THIS DESIGN, POSITION FE SCONNECTORS PER /�1�+.....'.. T ATHEG TRU SOS OEPOICTEO HEREAA NO SHALLNNONEBE RELIED OPO NHIN ANY ONH E RP WA Y.. ONLY TO THE DESIGN V --SPAC 1 NG 24. 0- OF 970659 - HOUSE ACCOUNT JONES RES - T24 20' Gable THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 22.71 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP ##2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. " WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TC From 54 PLF at 0.12 to 54 PLF at 0.28 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TC - From 93 PLF at 0.28 to 93 PLF at 19.72 TC From 54 PLF at 19.72 to 54 PLF at 19.88 REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD BC From 20 PLF at 0.00 to 20 PLF at 20.00 VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND RESPONSIBILITY OF THE BUILDING DESIGNER. W4X4= SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS DESIGNED BY THE BUILDING DESIGNER. 06-00-11 7 —{ 7 W2X6(D1) = W2X6 (D1) 0-2-11 U U 0-2-11 19-7-0 W5X6= I 10-0-0 I 10-0-0 J }< 20-0-0 Over 2 Supports I R=1187 W=3.5" U=760 R=1187 W=3.5" U=760 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI 18.1b8 FL/-/2/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND /' O O BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE pp T C L L 2 0.0 P S F R E F R732- -60344 INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO p n P�'• STRRFRMING THESEUOTURAL PANELS FUNCTIONS, UNLEORD SSAOTPROPERLY HERWISE INDICATED, TTOPACHCHORDGIHACEILANG PROPERLY ATTACHED S1�': �`i1 iCq k♦��.. T C D L 7 0 P S F DATE 09/10/97 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED S,L'+P I`AI`0i '• BC DL 10. C PSF DRW HCUSR732 97253015 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1177, C] AL�USS O BC LL 0.0 PSF HC-ENG CLR/WPF dU ttD THE TRUSSES [N CONFORMANCE N[TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR 1 I - BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN T O T. LD. 37 .0 P S F S E A N 51811 }T( SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE QFTR EACHCO NEFAOESOFRTRUSDSE ANOOF ZUNLESSTOTHEftWISEM A6 3 3LOCATED ON7 GAL . STETHISEXCEPT DESIGNASPOOITDON CONNECTORPER. APPLY CONNECTORS TO '•` Cl�y� .�� D U R. FAC. 1 . 2 5 FROM M E J OF ATHEG T RD SS DEPDI CTED NEREAANO SH ALL NNI BE RELIED UP. DAN YWONHERPWgYES ONLY TO 7HE DESIGN VVV_/Ui�, LKt SPACING 24.0" (970659 - HOUSE ACCOUNT JONES RES - T20 16'8" Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 22.09 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. ` WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 05-05-01 ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. W4X4= -l7 7 W 2 X 4 W2X4! W3X4(B2) = W3X4(B2) T T 0 6_12 0-6-12 19-7-0 W5X6= L.1-4-0-I+ L 8-4-0 I 8-4-0 J }F 16-8-0 Over 2 Supports R=1115 W=3,5" U=540 R=987 W=3" U=410 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.1b8 FL/-/2/-/E/-/- Scale O **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TIC L L 2 0.0 P S F R E F R732- -60343 BRACING. 0.EF Eft TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFI0 DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO 04 f?�•`f T C D L 7 0 P S F DATE 09/10/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERN[SE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED .1P.��(jFj�;-��,/}+'�" O OSTRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .�j�' ".y BC DL 10. 0 PSF DRW HCUSR732 97253014 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED $'�P I uQ, BUILD TRUSSESAIN CONFOR MANCEOW ITNL iP I00.OR RDICATING�NHANOM INGISSD E PPG NG. INSTALLATION OR 1 cvr C� PT'�V7F OURE w' f t ;� BC LL 0.0 PSF HC-ENG CLR/WPF A LPINE'^ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE;CIF TOT.L D. 37 .0 P S F S E A N - 51835 CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • I EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON TH1S DESIGN, POSITION CONNECTORS PER 4VV?�`•.,C��4 ' D U R. FAC. 1 . 25 FROM M E J DRAWINGS 130, 150 AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN -V '� L_1 L—J L_J OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON 1N ANY OTHER WAY. 970659 - HOUSE ACCOUNT JONES RES - T18 35' Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. " WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND 8C DL — 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED HORIZONTAL MOVEMENT IS 0.73" DUE TO LIVE LOAD PREDICTED VERTICAL DEFLECTION IS 0.84" DUE TO LIVE LOAD AND 0.31" DUE TO DEAD LOAD AT ONE SUPPORT. AND 0.36" DUE TO DEAD LOAD AT X = 17-06-00. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DRAWING TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. SHIPPING, AND INSTALLATION OF TRUSSES. SEE "WARNING" MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NOTE BELOW. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 10-06-13 W5X5(R) III W3X41r,- W3X4� W5X51e- W5X5� 7 7 W 2 X 4 W2X4% W6X8= W 3 X 4 W3X4� 4 4 W5X5% W5X5-- +9-1-2 W3X8(A1) = W3X8(Al) 1-4-0 1-4-0 17-6-0 �`F 17-6-0 � Qi 35-0-0 Over 2 Supports J R=2054 W=3.5" U=850 R=2054 W=3.5" U=850 PLT TYP. Wave TPI-95 Design Criteria: TPI 18.1b8 FL/-/2/-/E/-/- Scale =. 1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND (� BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R732— -60341 INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 01 P O STRUOTURAL PANE LS NSCHORDESSS HAOLHHAVESA PROP ERLYIN CADATTACHEDORDIGIDACEILH VE TNG PROPERLY ATTACHED �P P�1F1' • I T D L 7 0 P S F DATE 09/10/97 ERFC� O •v ��`�c BC DL 10. 0 PSF DRW HCUSR732 97253013 **IMPOkTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED $,eP 1(rJb, PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO cr AZ��LPINE •' �+ r ;• ' BC LL 0.0 PSF HC—ENG CLR/WPF BUILD THE TRUSSES IN CONE ORMANCE NI TH TPI; OR FABRICATING, HANDLING, SHIPPING. INTALLATION OR 1 � BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NASIONTAL DESIGN TOT. L D. 3 7. 0 P S F S E A N 51754 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE;OF CONNECTORS ARE MADE OF 2OGA ASTM A653 GR37 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO }S�++ "Z D U R. FAC. 1. 25 FR0M M E J TRUS S EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER vvv}�}'�•. Y j�� DRAWINGS HETRUSS DEPOT CTED HE AND SH AL ENG/NE BE RELIED OPO NH IN DDRAWON HERPWAyES ONLY TO THE DESIGN U��eTt V SPACING 2 4. 0" (970659 - HOUSE ACCOUNT JONES RES - T17 16'8" Ste down Hip Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 21.70 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 04-07-12 ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. W5X5 (R) \\1 W5X5(R) IlI W2X4� 7 7 W4X4(B2) = W2X4% W4X4(B2) T �- 0-_6 12 0 ��-7-0 W3X8= W5X5= L<-I-4-D-1 7-0-0 I 2-8-0 1 7-0-0 J 16-8-0 Over 2 Supports R=1701 W=3.5" U=930 R=1600 W=3.5" U=810 PLT TYP. Wave TPI-95 Design Criteria: TPI 18. lb8 FL/-/2/-/E/-/- Scale —WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20. 0 P S F R E F R732- -60340 INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), EOR SAFETY PRACTICES PRIOR TO s (' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORO SHALL HAVE PROPERLY ATTACHED q\:�'��F� A T C D L 7 • 0 P SF DATE 09/10/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10. 0 PSF DRW HCUSR732 97253012 "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �eP I�• r--� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE UftE TO ,, ttrd- r • B C L L 0.0 P S F H C-ENG C L R/W P F Z�TRUS�S T ��T� 8UIL0 THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR�J 1SPECIFICATIONBRACING OF UPUBLISHEDTBY STHHESIGN AMERICAN OFOREST MS TAND PPAPERBLE ASSOCIIATION)SOF NOS AND TPI.(NALPINEL DESIGN T0T. LD. 3 7. 0 P SF SE0N 51838 STATE CIFCONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV STEEL, E%CEPT AS NOTED APPLY CONNECTOR$ TO DUR. FAC. 1 .2 5 FR0M MEJ �'��` UR AW INGSE130,T150S ANU N660N AE FS OANEENG[NEERC ST SUE AULNONH THI OSE DRAWL NGO APP LO IF SC ONLY TO THE DESIGN � � S P A C I N G 24.0" `-� `J OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 970659 - HOUSE ACCOUNT JONES RES - T12 15' Mono Hip Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 04-05-05 ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1229.86 LBS. W4X4= W3X4= W2X4III W2X4� 7 4-5-5 9 1-2 W3X8= 143X4= W X6(Al) L.1-4-0aJ L. 7-0-0 _I_ 8-0-0 J fE 15-0-0 Over 2 Supports R=1074 W=3.5" U=650 R=1230 W=3" U=770 PLT TYP. Wave TPI-95 Design Criteria : TPI 18.1b8 FL/-/2/-/E/-/- Scale =.375" Ft. `*WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND D O D 0 TC LL 20.0 PSF REF R732- -60339 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO /� STRUERFCTURAL PANELS,THE E BOTTNC OM NS. CHORDESHALLHHAYESA PROPERLYD, TACHEDTO CORDGIDHAL CEILING,PROPERLY ATTACHED rt 1F C k T 1. D L 7 .0 PSF DATE 09/10/97 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' ci �( BC DL 10. 0 PSF DRW HCUSR732 97253011 ALPINE T7� T1 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Sep IVB ZL1 T F� H O 8U[LO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLATION OR i t �f r 'r BC L L 0.0 P S F H C-ENG C L R/W P F LLL �,1J1 11 L BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' 1 TOT. L D 3 7 0 P S F S E A N 51768 SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE;4f' {T� C CONNECTORS ARE MADE OF 20GA ASTM A653 GR 3J GAL Y. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TOy�+• ,c�M D U R.FAC 1 2 5 F R 0 M M E J r� Tj\�I J S EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••.OFt rr r� u O OF ATHE GTRUSS DEPDCTED HEREAAND SHAL LNNOTE BE RELIED UUPONHIN AANY OTHER PW AYES ONLY TO THE DES IGN � �L� S P A C I N G 24.0" 970659 - HOUSE ACCOUNT JONES RES - T10 9' Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE, y WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 05-07-05 PROVIDE HANGER AT RIGHT END OF TRUSS FOR 492.13 LBS. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. W3X4 III 2-7-5 7 W3X6= 12-1-2 W2X4� �9-1-2 W3X4= W X4(Al) L<I-4-0-�J -r= 9-0-0 Over 2 Supports R=607 W=3.5" U=360 R=492 W=3" U=320 PLT TYP. Wave TPI-95 Design Criteria: TPI 18. lb8 FL/-/2/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND /' BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ',{ h TC LL 20.0 P S F R E F R732- -60338 O INSTITUTE, 583 D'ONOFIO DR., SUITE Z00, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO Nyl eR-p/�� T C D L 7. 0 P S F DATE 0 9/10/9 7 P FRFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEB, TOP CHORD SHALL HAVE PROPERLY ATTACHED Q11F1� �; . OSTRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�j �'v BC DL 10.0 PSF DRW HCUSR732 97253010 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �ep lhln, ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 0 [� BUtLD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR �1 /� r '� *+C L L 0. 0 P S F HC-ENG C L R J W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' 1 Y T 0 T. L D. 37 .0 P S F S E 0 N 51765 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE QF TRUSST T�v CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO /�, IJ S DRAWINGSFACEIa0,TI505ANDN060NAEFs OANEENGINEERRWISE CSTSDAONOTHIS 0EDRANING APPLOIESCONNECTORTHEEDESIGN i�'� tw' D U R.FAC. 1 . 2 5 1 FFACHR O M M E J u OF THE TRUSS DEPICTEO HERE ANO SHALL NOT BE RELIED UPON IN ANY OTHE"Al. GV' SPACING 24.0 970659 - HOUSE ACCOUNT JONES RES - T9 9' Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 05-07-05 PROVIDE HANGER AT RIGHT END OF TRUSS FOR 480.23 LBS. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. W2X4III 2-7-5 W2X4= �-- 12-1-2 7 W3X4 W2X4(Al) —) 4 9-1-2 [.,-1-4-0->J 9-0-0 Over 2 Supports R=628 W=3.5" U=360 R=480 W=3" U=320 PLT TYP. Wave TPI-95 Design Criteria : TPI 18.lb8 FL/-/2/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R732- -60337 INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ss\�(E---P�! T C D L 7.0 P S F DAT E 09/10/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED P"(1FIC;� ��}_.' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .[,,� ,);. . BC DL 10. 0 PSF DRW HCUSR732 97253009 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �eP IRIn, ATAT T u BUILDCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �. ,0� r B C L L 0.0 P S F H C-ENG C L R/W P F T P t\J Fi BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR 1 LJ it\E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �, TOT. L D. 37 0 P S F S E Q N 51761 Z�TRU (`I[`) CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO STA�TnE)t„r�1\J 1\J EAlk CHW I FACES 1 Of TRUSS150 . ANO UNLESS OTHERWISE LOCATED ON THIS QF SIGN, POSITION CONNECTORS PER /�1" vfAt,. 'y/�,'\ D U R. FAC. 1 2 5 FROM M E J U O OF ATHEGTRU SOS OEPII CTEO HERE RANO JH ALL NN ONfBE RELIED UUP ONHIN ANYWONHER PWAYES ONLY TO THE DESIGN G1' SPACING 24.O" (970659 - HOUSE ACCOUNT JONES RES - Ti 35' Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 :W6 2x4 SP #2 Dense: WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING WARNING: FURNISH A COPY OF THIS DRAWING TO THE INSTALLATION PREDICTED HORIZONTAL MOVEMENT IS 0.71" DUE TO LIVE LOAD CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, AND 0.30" DUE TO DEAD LOAD AT ONE SUPPORT. SHIPPING, AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. PREDICTED VERTICAL DEFLECTION IS 0.80" DUE TO LIVE LOAD AND 0.34" DUE TO DEAD LOAD AT X = 17-06-00. (B) SCAB BRACE: SAME SIZE AND GRADE AS WEB MEMBER. LENGTH TO BE MIN. 80% OF WEB LENGTH. ATTACH WITH 16d NAILS @ 4"O.C. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS SUITABLE SUPPORT BY ERECTION CONTRACTOR. 10-06-13 W5X5 (R) III A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W3X4--- W5X5 ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. W6 (B) W5X5� W3X8� 7 r— (A) 7 W 2 X 4 (A) C1OX12= W3X4; 4 WH6= W4X12= W2X4III W5X5 J 4 �9-1-2 W3X8(Al) % W3X8(Al) t4-0, 1` 17-6-0 _Is 17-6-0 J 6-3-8 fi 11-10-8 T 16-10-0 '1 f'E 35-0-0 Over 2 Supports R=2054 W=3.5" U=850 R=2055 W=3.5" U=850 PLT TYP. Clary—V2, ave TPI-95 Design Criteria: TPI 18.1b8 FL/-/2/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0. 0 P S F R E F R732- -60336 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Gpp n INSTITUTE, 583 O'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 't Fn P PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 'rj"'',F=� ^I�/I T C D L 7 . 0 P S F DATE 09/10/97 O STRUCTURAL PANELS, BOTTOM CNORD SN ALL HAVE A PROPERLY ATTACHED RIGID CEILING. •(j� �j!n!.j^•r gC DL I0.0 PSF DRW HCUSR732 97253008 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED T1,��,y, Z�TRU T � � PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 'SeP "" F� LBUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR D C L L 0. 0 P S F HC-ENG C L R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' TOT.L D. 3 7. 0 P S F S E A N 51751 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE;OF CONNECTORS ARE MADE OF 2OGA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •.• O �� O DR ANINGSEACH E13O,OF T15OSANOND16ONAEFS OANEENGINRWISEEERCSTSOAONONHTHISDESIGN, DRANINGPOSITION IESCONNYCTORTNEPER UESIGN VVV��Jn' SPACING 2 4?0 FROM M E J OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 1� (970659 - HOUSE ACCOUNT JONES RES - FT7 20' Floor Truss Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 Dense REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 Dense WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/406.40 TOTAL LOAD. RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 5/8" AT MIDSPAN. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK TRUSSES TO BE SPACED 12.0" O.C. MAXIMUM MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ----------------------------------------- SPECIAL LOADS NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE ------ (LUMBER OUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS TC From 174 PLF at 0.12 to 174 PLF at 19.88 FABRICATOR. BC From 5 PLF at 0.00 to 5 PLF at 20.00 THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO 01-04-00 VERIFY THE LOADING. 9-1-8 21" - 9-1-8 15. TypI W4X6= W6X6= W4X6= W1X4(R) W=WH4= W1X4(R) = W5X6= W4X4= W2X6III W2X6 III W4X4= W=W3X4= W5X6= W6X6= T 1-4-0 1-4-0 9-1-2 W6X8= W5X6= W4X6= W=HS2512= W4X4= W4X6= W5X6= W6X8= W2X6III W4X4= W2X6III W=HS2512= L" 20-0-0 Over 2 Supports R=1768 W=3.5" R=1769 W=3.5" PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI 18.lb8 FL/-/2/-/E/-/- Scale =.375" Ft. O O = "'WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R732- -60335 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE GG �y INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORM[NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �1ry't1F� / TC DL 10. 0 P S F DATE 09/10/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •(j�' BC DL 5. 0 PSF DRW HCUSR732 97253007 *`IMPORTANT'` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED sip I Al T T7� 7� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TODZ��L �, l OUILD THE TRUSSES IN CONf OR MA NCE WITH TPI; OR FABR ICA7ING, HANDLING, SHIPPING, INSTALLATIONOR 1 f I L1C LL 0.0 PSF HC-ENG CLR/WPF RACING OFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OFNDS (NATIONAL DESIGNT0T. L D 55 0 PSF SE0N 51904 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) ANO TPI. ALPINE .�{ STATEi 4F{T� CONNECTORS ARE MADEOF2OGA ASTM AE53 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO lY� + F.,T1\ )J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER y L�{1V.•'' % D U R. FAC. 1 . 0 0 FROM M E J O O OFATHEGTRUSSS DEPOICTEO HERE RAND SHALLNNOTEBE RELIED UUPONTHIS IN AANYDRAWING OTHERAPPLIES ONLY TO THE DESIGN SPACING 1 2.0" 970659 - HOUSE ACCOUNT JONES RES - FT6 20' Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 Dense REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. m BOT CHORD 4x2 SP #2 Dense WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. FABRICATOR. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 01-04-00 �– 9-1-8 21" 9-1-8 15. Ty p_. W4X4— W3X4= W1X4(R) W1X4(R) = W3X4= W3X4= W3X4= W1X4III W1X4III WH4= W=W3X4= W3X4= W4X4= T T 1-4-0 1-4-0 _L 9-1-2 W4X5= WM4= W3X4= W=HS2512= W3X4= W3X4= W3X4= W4X5= W2X4III W3X4= W2X4III 20-0-0 Over 2 Supports J R=1087 W=3.5" R=1087 W=3.5" PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI 18.1b8 FL/-/2/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND O O O BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE GG TC LL 40. 0 P S F R E F R732- -60334 INSTITUTE. 583 D'ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO '�FP O STRFORMIAG PANELS,THE E BOTTNCTOMNS. NDESSS HAGLHHAVESA PROPERLYD, TACHEDORDIGIDACEILING PROPERLY ATTACHED �1 �j'��F,I�`A+��y TC DL 10.0 P S F DATE 09/10/97 C� •G /may BC DL 5.0 PSF DRW HCUSR732 97253006 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED $�P 1,JJa ZA� LPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO U BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATIDN OR 1 rf 1 1� BC LL 0 0 P SF HC -ENG C L R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' ' TOT. L D 55 0 P S F S E A N 51883 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF{T� C CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO '� �j Tj\��J S EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 444/(1�•�L ', D U R.FAC. 1 .0 0 FROM M E J O O O O OFTHEDEP DICTED HERE SHALENS' EBR RELIED UPON HIS DANYWOTHERPWAVES ONLY TO THE DESIGN 1J SPACING 24.0 ' 970659 - HOUSE ACCOUNT JONES RES - FT5 26' Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 Dense REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 Dense WEBS 4x2 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. THIS TRUSS SPACED @ 24.0" O.C. IS DESIGNED TO SUPPORT 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 9.00' STUD TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK WALL (13.75 PSF) SUPPORTING 26-00-00 SPAN ROOF TRUSSES MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. WITH 00-00-00 OVERHANG. ROOF LOAD IS 20.00 PSF LIVE AND 17.00 PSF DEAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS SHIM ALL SUPPORTS TO SOLID BEARING. FABRICATOR. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 01-04-00 V 311# 9-1-8 20.75"F 10-6-0 19.5"f-3-0-4� 15" Typ. W1X4III W3X4= W1X4(R) W3X4= W3X4= W3X4= W1X4III W3X4= W3X4= W3X5= W4X8= W1X4III 144X5= W3X5= W1X4III 1 4-0 1 4 0 W1X4(R) _L V" A-9-1-2 W3X4= W3X4= W3X4= W3X4= W3X4= W=W3X4= W2X4III W3X4= 12X4111 W3X4= W4X5— W2X4III W3X6= W=W3X4= W3X5= W4X5= lF 19-10-4 —I 14 B fE 26-0-0 Over 3 Supports R=976 W=3.5" R=1553 W=9:5617 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI 18.lb8 FL/-/2/-/E/-/- Scale =.25" Ft. O O **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDt.ING, SHIPPING, INSTALLING AND TC L L 40 0 P S F R E F 8 7 3 2- -6 0 3 3 3 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE /� (� 3 INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO s �/" T C D L 1 0 P S F DATE 0 9 1 0 9 7 O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPER LV ATTACHED �1C' '�1F e 'yl�� / / O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P I iJ� . BC DL 5.0 PSF DRW HCUSR732 97253005 ALPINE T T777�� F PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (7 1 1LYL/ BUILD THE TRUSSES IN CONFORMANCE Oft MANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLATION OR �1 t BC L L 0.0 P S F H C-ENG C L R/W P F LL BR ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE:OF TOT.L D. 55 .0 P S F S EON - 51880 TRUSS CONNECTORS ARE MADE OF 20GA ASTM A653 137 GAL STEEL, EXCEPT AS NOTED APPLY CONNECTORS TO ^^^'��y D U R. FAC. 1 .0 0 FROM M E J U 1 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �s �/R��Xv{� O OFAT EGTRUISS DEPIICTED HEREANDGHALLNNOTEBE RELIED OPONHIN AANYDRAWL OTHERPWgYES OILY TO III DESIGN{.`_ SPACING 24.0" (970659 - HOUSE ACCOUNT JONES RES - FT4 26' Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 Dense REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. " BOT CHORD 4x2 SP #2 Dense f WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. FABRICATOR. SHIM ALL SUPPORTS TO SOLID BEARING. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 01-04-00 1 9-1-8 14.02 11-9-0 12.97 2-10-8--� 15" Typ. �__H W1X4III W3X4= W3X4= W3X4= W1X4(R) = W3X4= W3X4= W3X4= W1X4III W=W3X4= W=W3X4 W4X8= W W3X4= W3X4= W3X5= — T FR T W1X4(R) 1 4-0 1-4 0 I 2 W3X6= W3X4= W3X4= W3X4= W4X5= W3X4= W2X4III W3X4= W3X4= W3X5= W2X4111 W1X4III W2X4III W 2 X 4 III 19-3-8 _I fE 26-0-0 Over 3 Supports R=961 W=3.5" R=1818 W=4.95" R=275 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: 18.lb8 FL/-/2/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 0 C� BRACING. REFER TO HID 91 TC LL 40.0 PSF REF R732- -60332 (HANDLING INSTALLING AND BRACING),INGj, PUBLISHED BY TPI (TRUSS PLATE /� INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 1 0.0 P S F DATE 09/10/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �yP�: '1'�F / STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �i _11)z D O **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' C' u + BC DL 5. 0 PSF DRW HCUSR732 97253004 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Sep o ZALPINE o BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR d I~ BC LL 0. 0 P S F HC-ENG C L RR/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' rJ TOT. L D 55 0 P S F S E O N 51887 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STAT Ei C)F {T� C�`ry CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .� R TRU S)J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOH LOCATED ON THIS DESIGN, POSITION CONNECTORS PER VVV/�1� T1.. D U R . FAC. 1 .0 0 FROM M E J O O OFAWHE GU S05 DEPOICT ED HEREAAND SMALLNNOTEBE RELIED UP0 NHIN AAN YW0 N H E RP WAVES ONLY TO THE DESIGN 1J SPACING 2 4.0" (970659 - HOUSE ACCOUNT JONES RES - FT3 17'1"8 Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 Dense REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 Dense WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. FABRICATOR. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 01-04-00 7-10-8 16.5" 7-10-8 1I I I_ W3X4= W3X4= W1X4(R) W=W3X4 W1X4(R) = W3X4= W3X4= W3X4= W3X4= W3X4= W3X4= T T 1 4-0 ri 1-4-0 0X5= 0X4= W3X4= W1X4III W=W3X5= W3X5= W1X4111 W3X4= W2X4III W2X4III W3X4= IE 17-1-8 Over 2 Supports R=929 W=3.5" R=929 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: 18.1b8 FL/-/2/-/E/-/- Scale =.375" Ft. O *BSTALLNG AND R CRNING- USES ING. REFER TOS HIB 901UIR(HANDLING INSTALLIINGAE IAND BRACNING)A,NPUBILISHEDIBYITPI IN(TRUSSIPLATE TC LL 40.0 PSF REF R732- -60331 INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO A ,S O en P PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y`�`'`:��"i"��r' TC DL 10 0 P S F DATE 09/10/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - '•��T� +y'�� O **IMPOkTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' + B C D L 5 0 P S F D R W H C U SR 7 3 2 97253003 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Sep I p o Z�ALPINEo BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR I r B C L L 0.0 P S F HC-ENG C L R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I T 0 T.L D. 5 5 0 P S F S E A N 51890 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADEOF20GA ASTM A653 6R37 6ALV STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO1` 1J EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ' 1,�, '� D U R FAC. 1 .00 FROM M E J ODR AWNE GTR USE DEPUIC T ED HERE RAND SHAL LNNOTE BE RELIED UUPONHIN ANYWOTGE RAP N RIES ONLY TO THE DESIGN'' SPACING 24.0 (970659 - HOUSE ACCOUNT JONES RES - FT2 13'7"8 Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 Dense REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. �- BOT CHORD 4x2 SP #2 Dense WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/968.55 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. FABRICATOR. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 01-04-00 �- 6-7-8 19.5" 5-4-8� 15_ Ty p_. W3X4— W1X4(R) W1X4(R) = W3X4= W3X4= W1X4III W3X4= W3X4= W3X4= T T 1-4-0 1-I4-0 *9-1-2 W3X4= W3X4= W3X4= W1X4III W3X4= W3X4= YY W2X4III W2X4III LE 13-7-8 Over 2 Supports IR=737 W=3.5" R=737 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: 18.lb8 FL/-/2/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND /' O O BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 40 0 P S F R E F R732- -60330 PERFORMING THESE OFUNCTOIONS. UNLESSE OOTHERWISESIONDICATED,STOPyCHORDRSHALLTHAYEAPRICERLYRAOTTR ACTO ED P� "I�r ER P TC DL 10 0 P S F DATE 09/10/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��'`` +y`�� p O **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED : . LIC DL 5.0 PSF DRW HCUSR732 97253002 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Sep INN, o A�"�fNS':� o BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, GNIPP[NG, INSTALLATION OR +1 � , r �� BC LL 0.0 P S F HC-ENG C L R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' TOT. L D. 55.0 P S F SEAN 51893 SPECIFICATION PUBLISHED a THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE , STATE C,I^F � CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO `YVh. �y.�{{}yQQ.. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1��K<< � D U R. FAC. 1 .0 0 FROM M E J OF ATHEGTR USS DEP O[CTED NEREAAND SHAL LNNOTEBE RELIED UPONHIN ANYW DTHE R P W AYES ONLY TO THE DESIGN U SPACING 24.0" (970659 - HOUSE ACCOUNT JONES RES - FTI 16'10" Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 Dense REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 Dense « WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/745.39 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. FABRICATOR. THE OVERALL HEIGHT OF THIS TRUSS EXCLUDING OVERHANG IS 01-04-00 7-10-8 13" 7-10-8 1.5" Typ_. W3X4— W=W3X4= W1X4(R) W1X4(R) = W3X4= W3X4= W3X4= W3X4= W3X4= W3X4= W3X4= T T 1 4-0 1-4-0 *9-1-2 W3X5= W3X4= W=W3X5= W1X4III W1X4III W3X4= W3X4= W3X5= W2X4III W3X4= W2X4III 16-10-0 Over 2 Supports J R=913 W=3.5" R=913 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: 18.1b8 FL/-/2/-/E/-/- Scale =.375" Ft. DIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND O O O BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 P S F R E F R732- -60329 PERFORMING THESE PU NC TDI ONS. UNLESS G%7 RWISES IONDICATED,5TOP9 CHORE) SH ALL T HAV EA PROPERLYR ATTACHED �•' 'I�r' '+ C� y4�ti } TC DL 10.0 PSF DATE 09/10/97 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' � BC DL 5.0 PSF DRW HCUSR732 97253001 T T PRODUCTS, INC. SHALL NOT BL RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO $E:P MO. ALPINE ]T F+ H BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLATION OR �1 1� 'r BC LL 0.0 PSF HC-ENG C L R/W P F l ,1J11 1111 LL BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ( /7 T 0 T. L D 5 5 0 P S F S E A N 51896 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' STATE;(JF fONNI CTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO NYV� TRU S S EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /�1 �/R*Y.•*� D U R FAC. 1 .0 0 FROM M E J O OFAW IN THEGTRUSDE P OS OICTED HEREAAND SHALLNNOTEBE RELIED UPONHIN AANYDRAWING OTHERPWAYES ONLY TO III DESIGN '' S PACING 24.0" r ` tri, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PRONE LINE 247-5826 Application Number . . . . . 06-00034225 Date 12/21/06 Property Address . . . . . . 309 MAGNOLIA ST Application type description RIGHT OF WAY PERMIT Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc PLACE CONCRETE DRIVEW/ PAVERS & SAND ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SCHAFFER, CLARK OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/19/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 .00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 .00 . 00 . 00 PERMIT I3 APPROVED ONLY IN ACCORDANCE WrM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ' PLAN REVIEW SHEET Routed D.Hufst tier o: r� Building Department Public Works&Public Utilities Departments S. Doerr 800 Seminole Road 1200 Sandpiper Lane eOR7 a er Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 luznia .(904)247-5800 (904)247-5834 u lic a e (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# Q&" 3yo1o15 Property Address g /"!.46/y0G64 S- Applicant: cow&m) Project: l.0 T �� W Pka5l%9,41\11� This permit application has been: Approved as noted by the P0 10, epartment. Final application approval must come from the Building Department. Reviewed and the following items need attention: Maximum driveway width in right-of-way, regardless of material, is 20 feet '(City Code 19-7 (f) . Solid surface pavers are 100% impervious -- open grid pavers are 50% . Please re-submit 2-copies of all revisions. Pleas re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: Date Contractor Notified: owl�Od�/3.6c 's CITY OF ATLANTIC BEACH �r PLAN REVIEW SHEET Routed to: _-- D.Hufstetler Building Department Public Works&Public Utilities Departments S.Doerr 800 Seminole Road 1200 Sandpiper Lane a er Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 luznia {904)247-5800 (904)247-5834 u is (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW CONMENTS Permit Application# N P" 3`/ao'-5 Property Address L? itl fi6NOGhq Sr- Applicant: Project: This permit application has been: Approved as noted by the 11h/1Department. Final application approval must comie from the Building Department. El Reviewed and the following items need attention: VAIE Z56&3 A&&2 Sauey — s i1ele APW ser r6 ro am R seen 1 RprvUA01- J Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from -being issued. Reviewed By Date: �RIF�" 1 T Date Contractor Notified: NOV 2 1 2006 1,` t, CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: D.Hufstetler Building Department Public Works&Public Utilities Departments S. Doerr 800 Seminole Road 1200 Sandpiper Lane ar er Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 M.Pgluznial (904)247-5800 (904)247-5834u lic a e (904)247-5845 Fax (%A)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# DCO " 3 yac� Property Address Applicant: Project: c PM s 'so This permit application has been: Approved as noted by the 7? 1;61 Department. Final application approval must co&e from the Building Department. Reviewed and the following items need attention: A ✓ V s • le 6 C �l 2� W Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from -being issued. Reviewed By: Date: - ,+ — ' Date Contractor Notified: NOV 2 1 ?0069 Ve,� C�� 00K lo' t�'ARS Ste- j N PL COUNTY, BOG t3ok-1 4 f�cclgpf p p�p,L C ,ai�Copps " N � �O 3 � �,�LIc S�GTI . N Jams fid Gt..��`� �a r Q 3.Y" Tol A. cert'fle _ MA 'G ' L 1 S TREE T -'o- 'RIG T o AV f'. (rtc?r:rrp� rr�� f"ttri l,:?- J.P 140 1040) o J5 .::vult L105 West It ryo.n� It 139 90,9121' 7.5 ri r{� 2'Q'•Z' IIC,49AG,5 �. ,.'I�okctt•�{ r I4 9' 7.5 Cr) c/7 N J and 2 67-CRY Q O p RZAme wj C? � SrD�NG 4 NO I..Gwe T Af1UI►LBMJT' `� POPMH x'3 3 Afr- PRS► 90'9'35. JL ._..._.�.,.. 50.00 r,a✓��? lin. 1 , t. i3h North, a, c► �+T51 """� I � o r ' 1. 0 T 3 1 ( L 0 T 3 1 7 � L. O ' T 1 �' r r r r CITY OF ATLANTIC BEACH ' r CONSTRUCTION PERMIT WITHIN CITY klbkTS Q1 11�V 4 6 EMENTS 800 Seminole Road1 A 904-;47-5M �a,s19r Atlantic Beach,Florida 32233-5445 y� c 904-247'- 5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date 1:5/A", Job Address ,q-G. r i l'SSUED BY T+le erre Permitee: ` ` Telephone# Permittee Address: ` ` Requesting Permission to Construct Location: (Reference to Cross-Street) _ /l!�-- 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/Munici ides: j t�4 jLL t✓� Y` / I ,' Zfr' G �=1 X27 L.1C` r /t-`. i -f �'�+ L ',. e Jacksonville Electric Authority ,�rc-T '�L_ Yes( ) No ( ) Date: Bell South Telephone Company Yes( ) No ( ) Date: Ferrell Gas � i '1 -Yes( ) No ( ) Date: Comcast 4X L ��,��, �� Yes{ ) 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 su pery slop of C��l�- fir^I��t"��`�.. (Contractor's Project Superintendent) located at 4-c c,.-7— 7,, Telephone# '7-j 9 77-7 2 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. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with 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 Holler 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:G Date: ! i 7 'C' Before me this `� day of A4V'M-c �the'Cou of Duval, State Of Florida,has personally appeared_��,-11-Aa-Pr—A-- YVOW M.CALV xy Notary Public at large,State of Florida,County of Duval. i: My EXPl�i DD 342,92 My commission expires: --Pars .a,ly 29,2008 -7-3 r-o Produced Identification: B01d'dTh^' AnWt'nda R.O.W.Permit Attachment of for R.O.W.Permit# issued ,2005 Atlantic Beach,FL 32233 Owner's Name: Czl � "� ' Property Address: �r' 1/t, -C yCt 4l A S Subdivision: r�-r Lot#/Block#: 4c'" R.E.#: / ?c, V C s REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of , 2005, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY" and ZAf of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). Th' work is generally described as: i '� - � 1 PA—, tL f f J��t�`, r +q f ,. X-" r 3 Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code,and all other land use and code requirements of the CITY. The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The Page 1 of 2 USER shall,at the discretion of the CITY,be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this i7 T//day of /1• tZ ' f# ,2005. CITY OF ATLANTIC BEACH,FLORIDA, By: Y Y a municipal corporation: Pro rty wne By: Jim Hanson, City Manager Attest: Rick Carper,Public Works Director STATE OF FLORIDA COUNTY OF DUVAL On this 74 day of NoyeA, �e� , 200,5; personally appeared before me, a Notary Public in and for said County and State, (nark the property owner of , Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. By. — - N Publi I CIA Property Owner EVICAMM ty #aD (to be signed in presence of the Notary) EXPIRES:J*29 ewa,a•munfuyPd* Page 2 of 2 ads CITY.OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: D.Hufstetier Building Department Public Works&Public Utilities Departments S.Doerr 800.Saminole Road 1200 Sandpiper Lane a r Atlantic Beach,Florida 32233 Atlantic Bench,Florida 32233 {904)247-5800 (904)247-5834 u is (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW CONMIENTS Permit Application# 0(0 Property Address ',Qq. Applicant: (� %Sb4pFF15)P... own( ) Project: This permit application has been: Approved as noted by the 1?� Department. Final application approval must coxhe from the Building Department. © Reviewed and the following items need attention: "s ' e- Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department.requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By ". Date: Date Contractor Notified: IYV V� p0K 10. i. - 1,�►``�p,,l�'� �D J N PL ppUNTY. p �NC E3C7 AS �CQS of � vA� t�1AF' 3 S Ai-Tp'� OR PS DN l.,lp• NT PLO -1c SEC ct✓J n �one5 L0T 306, or THE Carolyn PApE 16. ' R1DA ��r�. tied `� cn Z9�5' M G LJ ; S T R E E T C 50' Rl - OF WAYJ rr)d !;;? J f'. ,'rto c:rrJ�) i 1 f"ati 1. i.P (L6 1048 o5 il�5t y 5 V.1Y: Wit). t..J.5 IS"25f �r) !_r, V� .•t�tV�� VN C,Fes^...... uj 1' 7.�' t!6 7 r,' 1100 WZ•. 10 14.9' 7.5• a / and 2 5TH t) a �ZAI�tE w/ CJ � Srflt NG CJ U F. EL:(9.)0) N O N� 309 (� L..GweST AVJgr~BtJT Q 18.1 `� PolZGy{ • 7.5' tb.9' ui .} �,�•3'x3" .ale- P•ta 8q•g©24. 50.00 t:,.t t=? t.n. lno sept i;3:i' ' orm. �?r.5.gust i t ( 1 L 0 T M 1 8 � L 0 T 3 1 � L. 0 ' T � 1 1 , I 1 1 ' 0 .7 l 1 O • 1 t .00*01�' xZ•Q9.69 .9,.6•Q6 t svd :)kr N7'�rad u�i J GOC Cd N �„�!'V tGFtS O d C7 tdaL1.S Z nue ,5.� .6'fii •t til CE lVi, �` "�LU ��"'� ' • ��127071` �_ <,�!" .V ,6:t?Y) . . !Sall ,5t" uj t "d! _ti, i :� ! olkv 1 331 ;g add �9H-L �S r900 d oN No,-WAno ::40 0521 ilJ ./klNno d.1d N r '0:g ,o T goo e AO f=a CITY OF ATLANTIC BEACH "? PLAN REVIEW SHEET Routed to: D.Hufstetler Building Department Public Works&Public Utilities Departments S. Doerr 800 Seminole Road 1200 Sandpiper Lane a er Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 aluznia (904)247-5800 (904)247-5834 u lic a e (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# DCO" 3gz9g-5 Property Address ' Q Applicant: � t�fpCi /2r Project: NAMETE �P—1 V& w PiqV s 4 This permit application has been: Approved as noted by the 0 G 6)epartment. Final application approval must come from the Building Department. d( Reviewed and the following items need attention: 1 Maximum driveway width in right-of-way, regardless of material, is 20 feet (City- Code 19-7 (f) . Solid surface pavers are 100% impervious -- open grid pavers are 50% . Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from -being issued. Reviewed By: Date: Date Contractor Notified: BOG A CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS„OP WN Af+lb'EASEMENTS 800 Seminole Road _ 904-247-5800 Atlantic Beach,Florida 32233-5445 OV ti t..° 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. !� Date ! ��//O RMIT r� ISSU Job AddressED BY THE CITY Permitee: C. jI A4e Telephone# 9' — 7-15F-772!7 Permittee Address: 36 1' 1�i f6-700 U,4 �' i` Requesting Permission to Construct: A111o�C1.-r- C10ef7T 'D.1002/y�,uJef-Z ,7—, i�hto-ec � Awl ---�Aw oe Location: (Reference to Cross-Street) Ali- &I'- .S�Y,,�Q 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 ofotification was mailed to the following Utilities Municipiti To -D16- Jacksonville Electric Authority 444f L—F � C Yes( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas AA-1 ITI E-Yes ( ) No ( ) Date: Comcast � Yes ( ) 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 C1-141rye. .5 (Contractor's Project Superintendent) located at a C ;r7cr7v Telephone#: 'z-/?®7.7-77 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. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with 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: Date: f� 7 Before me this ' day of No✓eM,et-- th'SCount of Duval, State Of Florida,has personally appeared _/�i��. r A a �- it s YVONNE M.CALVERLEY Notary Public at Large,State of Florida,County of Duval. MY COMMISSION#DD 342192 My commission expires: Pers n. EXPIRES:July 29,2008 „, Balled Thru Notary P4NIo Undenvrbre /G I —.T'J- 3. tY—O Produced Identification: t R.O.W. Permit Attachment of for R.O.W.Permit# issued , 2005 Atlantic Beach, FL 32233 Owner's Name: CL/¢ S�) rac/e-- Property Address: 3'6 t' Ali¢f,-WP /A Subdivision: Lot#/Block#: Lor �' 3 c 77e-,,u # 3 R.E. #: / 70 yJ-0 ecoo REVOCABLE ENCROACHMENT PERMIT THISVOCABL ENCROACHMENT PERMIT, issued on this *),2- day of 200by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and eZAW of Atlantic Beach, Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). TW work is generally described as: Rf I'L•4G PAj hi? Ar Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: 'r-e— The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code, and all other land use and code requirements of the CITY. The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The Page 1 of 2 USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30)days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this day of / G7� t�t/'°. ,2005. CITY OF ATLANTIC BEACH, FLORIDA, By: a municipal corporation: Pro erty wne JimHan n, Ci Manager AVY Attest: Rick Carpe Public Works Director STATE OF FLORIDA COUNTY OF DUVAL On this 7" day of /UoyPn AeA--- , 2001 personally appeared before me, a Notary Public in and for said County and State, .4 �G a 4es-- the property owner of , Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. B y' N ry Publi +awl Pro rty wner • ,' t My c M SSI N�o�342 92 (to be signed in presence of the Notary) EXPIRES:July 29,2008 ,{p 9ontkd Thru Notary Public UMerwrhars Page 2 of 2 �E2„� S I� pLACO�TY. � 00K 10, � � R�Gp�O DEAL � TAIE`' AS cps �IAP �p 3 SG` G � S�CTi ONNT ozYn 3one� or ca r tied e d Z° . O j �. Cer M Lr STREET AY -A I r Fnd Fred l;:'' i P. (an 4:XV)) �� t?i?5' [Pest -0.06. :gysq* 90.821r *0 nl - v`..r �gR.4GLG % a{? 14.9' CYC N / and 2 56—rcw p RZAAAe w/ Q o .°� stp�avGr � CJ t- }._ Na 309 L.e+LAfF_-'t'AWACU&M '� ppl2GH 7.5' /b.9' •t • AJC. PAP -- 90.9�36' 89.50,2,4. 50.00 AtarUo .? t t L O T 3 1 7 L• O T t o t Low,.,