The URL can be used to link to this page

Permits 1887 Beachside Ct ADDRESS BUILDING PERMIT NUMBER- INSPECTIONS: FOOTING 16 UNDER SLAB PLUMBING SLAB FRAMING- COVER-UP_ INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY- 'D- ELECTRICAL PERMIT # c/a INSPECTIONS ROUGH /0 FINAL MECHANICAL PERMIT # PLUMBING PERMIT # NOTES : 7-c c e) 'c/ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029269 Date 12/09/04 Property Address . . . . . . 1887 BEACHSIDE CT Tenant nbr, name . . . . . . RELOCATE W/D,ADD/CHNGE WL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 12000 Owner Contractor ------------------------ ------------------------ QUARLS, MIKE AND SHARLE CHARLES COLLIER REALTY INC. 1887 BEACHSIDE COURT 4552 BAY HARBOUR DRIVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 ------- --------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc MISC. OUTLETS/RECEPT/SWITCHES Sub Contractor MASTERS ELECTRICAL SERVICE INC Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMrf IS APPROVED ONLY IN ACCORDANCE WrrH ALL CrrY OF ATLANnC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BURDINCOFFICIAL ACH CITY OF ATLANTIC BE SS ELECTRICAL PERMIT APPLICATION oil Date: C" Property Address: Telephone #: Owner: Ml it,4C 7- /�U Alf-r— r Telephone#: 4zC Contractor: jj'v Contractor Address: 2,eq(,�3_ Fax#: 2--2 C 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: U Trailer Service: If other construction is U New ?0 Residence U Temp. Q New being done on this building Or site,list the building Old El Commercial U Signs U Increase Permit number: L3 Re-wire U Addition Sq.Ft. L] Repair 0AI 2_4�1!2—C Conductor Size: ANTS: COPPER ALUMINUM 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 2__ OPEN 5— Receptacles CONCEALED OPEN 0 10 AMPS I I 100 AMPS Switches 37— Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances 61 TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon—Transf Ea._Sign Miscellaneous _�t_pc: c:. i'l'q -;e" 800 Seminole Road a Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 -5826 INSPECTION PHONE LINE 247 Application Number . . . . . 04-00029291 Date 11/17/04 Property Address . . . . . . 1887 BEACHSIDE CT Tenant nbr, name . . . . . . 4 FIXURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - --- ----------------- --- --- --------------------- QUAELS, MIKE J.D. VAUGHN & SONS PLUMBING 1887 BEACHSIDE DRIVE 2822 HUFFMAN BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 641-0833 ------------- --------- -------------------- - --- ------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 63 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 63 . 00 63 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 63 . 00 63 . 00 . 00 . 00 PERMrf IS APPROVED ONLY IN ACCORDANCE wrm ALL crry OF AnANFIC BEACH ORDINANCES AND THE FLORIDA BUILDING CARES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: it- ri-o4 Job Address: -geadis (de -De- Owner of ProT)erty: MAce CtUAX,(& Telephone: Plumbing Contractor: JD Vaughn & Sons Plumbing CFC033870 Contractor's Address: 2822 Huffman Blvd .Jacksonville, FL 32246 Telephone: 904/641-0833 641-0884 fax State License Number: How many of the following fixtures (re-piped or new)- -Sinks Showers Water -Lavatory Water Heaters Hose Bib Bathtubs Dishwashers Sewer -Urinals Disposals Other- LaLodVj &t)L closets __�Washing Machine Shower Pans -Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures: x $7.00 + $35.00 = 63. 00 (Minimum Permit Fee: $33.00) Signature of Contractor: '-ft V6 7 n�V' Installation of plumbing nd fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ei.atiantic-beach.fl.us Revised 1/14/03 % CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029269 Date 11/16/04 Property Address . . . . . . 1887 BEACHSIDE CT Tenant nbr, name . . . . . . RELOCATE W/D,ADD/CHNGE WL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 12000 Owner Contractor --- - -------------------- ------------------------ QUARLS, MIKE AND SHARLE CHARLES COLLIER REALTY INC. 1887 BEACHSIDE COURT 45S2 BAY HARBOUR DRIVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 -------- -------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 90 . 00 Plan Check Fee 4S . 00 Issue Date . . . . Valuation . . . . 12000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total 45 . 00 45 . 00 . 00 . 00 Grand Total 135 . 00 135 . 00 . 00 . 00 PERWr IS APPROVED ONLY IN ACCORDANCE WrM ALL Crff OF ATIANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING OFTICIAL CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Interior Remodel) lx! V, Date: 0 Job Address: /,?9 7 13-e-,a,215 rz Owner of Property: ^ k,< g! Address: 113107 KACH';19E CNST Telephone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: 1""Aae .-,c e- State License Number: 0 Contractor's Address: &!j A eq k y Telephone: -'Ipe'�13 Fax: Describe proposed use and work to be done: /111/1 A4:51� 4P z,a 7, A ,�&( WA/I 7 V Present use of land or building(s): Valuation of proposed construction: 0 L> New electrical or increase in service? X Add plumbing fixtures? Add fireplace? /V� Add heating/air conditioning? All- Is approval of Homeowner's Association or other private entity required? V L7 If yes, please submit with this application. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as al)lDroDriate Incomplete applications may result in delay in issuance of permit. Please submit Building Permit Application,Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor, and two (2) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,Fl, 32233 Telephone:(904)247-5826 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/04 I hereby certify that all information provided with this application is correct. Signature of Property OwnerA. :�"��-- ��.�Date: /—C? __0V 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. or: D Signature of Contract 1000 Xrl!!��/ ate: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Z_ I 2� Telephone: jax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of 20--af State of Florida,County of Duval Notary's Signature: �Q,, cA__r-Personally known 1124, JoAnn C CoNer El Produced identification Type of identification produced MY Comff*Ww DDIISM Expires August 21,2008 AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20AO_�- State of Florida,County of Duval Notary's Signature'. Q4 a4"., :e 0--personally known Produced identification -1110 JQAnn C Co#w Type of identification produced __?__ - , " G-Mmissia"90116M NOXX Expires August 21,2M 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 3 Revised 1/04 5 hilk RETURN Book 12145 Page 2310 PHONE #(QqV��3�> NOTICE OF COMMENCEMENT. Tax Folio No. State,of AZZ County of Vit Yg To Whom It May Concern: ice The undersigned hereby informs you that improvementr with Section 713 of the Florida Statutes,the following informatic Legal description of property being improved: Address.of property being improved: t vt 4 General descriRtion of improvemen s 4 Owner: �k_e ,f-j 4 a Ad—dress: I,VX� kzg-4�c.,Y4 �'T. W;:'16�'. Owner's interest idsiie�Sf the improvement: Fee Simple Titleholder(if other than owner): Name- A tr�Iress: a A :2 Con actor: /A� ;�t, //,, 4� Address: Phone No: Z�*11/ Fa� urety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2Xb),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): TI-HS SPACE FOR RECORDER'S USE ONLY SijznedA- Z Date- Bef016 me this��day of vo P'a-vt�� in the Countj of Duval, tate of Florida,has personally appeared C#.2 Z�623 12 ook. I LVP4 Pa e: 2310 Noliry Piblic at Large,State of Florida,County of Duval. Filed & Recorded My commission expires: 010 11/16/2004 112:20:42 PH Personally Known: L.-'- or JIM FULLER Produced Identification: 0102�_ JoAnn c comer CLERK CIRCUIT COURT 0 W -. MY rommissionDD118039 DUVAL COUNTY VW Expires August 21,2006 RECORDING $ 5.00 TRUST FUND $ 1.00 REC ADDITIONAL $ 4;00 ILE d bb 0 yy j?Y, orl " 0 I.hp K -9 SLVI NZ ILE tt?l Cc: T CITY OF ATLANTIC BEACH D. Ford <�L Higgins BUILDING / ZONING DEPARTMENT S.Troerr 800 Seminole Road 9 Atlantic Beach.Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: . I AQ cou R1 Applicant: COP,11S COLUEN RtN-r� INC - Project: 9,FL10CM. �N6WI/, This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Wk Date: t( (g ba--t/ C4 S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029797 Date 2/28/05 Property Address . . . . . . 1887 BEACHSIDE CT Tenant nbr, name . . . . . . INSTALL WELL Application description . . . WELL PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---- -------------------- ----- ------------------- QUALLS, MICHAEL HULIHAN TERRITORY P.O. BOX 331268 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 285-8505 --------- -7----------------------------------------------------------------- Permit . . . . . . WELL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 3S . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES lk BUILDING OFFICIAL CITY OF ATLANTIC BEACH WELL PERMIT APPLICATION Date:- ;I,- Job Address: Owner of Property: Owner's Telephone: Contractor: Contractor's Address: Telephone: !�Eo�(- 5-6 7 Fax: Is well to be used for drinking purposes? Z1::;7 /,, )0- Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. A reduced pressure zone backflow preventer must be installed on the City water service on the customer side of the meter. A certified tester must test the backflow preventer and a copy of the results sent to Public Utilities. Department Notes: Zle-," -,-zZ-7-Z-�� I aq5gAu—ompIy with r7 Vios st ed herein: 2 6-3 Signature Date 800 Seminole Road e Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 e Fax: (904)247-5845* httt)://www.ci.atlantic-beach.fl.us Revised 6/25/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD sr) ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Ir Application Number . . . . . 05-00029796 Date 2/28/05 Property Address . . . . . . 1887 BEACHSIDE CT Tenant nbr, name . . . . . . INSTALL IRRG SYSTEM Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ QUALLS, MICHAEL HULIHAN TERRITORY P.O. BOX 331268 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 247-9699 (904) 285-8505 --- --- ----------------------------------------- ----------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- --- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. /N BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: \1 Owner:— M , c- �\c,_,GaA Telephone .2 LCL-ci Contractor: QAr-,Telephone#: Contractor Address:11t Ot!Mic,,S� lFax#: Q'76 - -a-A36 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. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, 13 New list the building permit number: 13 Re-Pipe A A Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 800 Seminole Road -Atlantic Beach, Florida 32233-S44S Phone: (904) 247-5800 - Fax: (904) 247-5845- hftp:/twww.cl.atiantic-beach.fl.us Revised 1/04 JMP SHOKINC BOUNDWRY SURVEY OF -BI,0CW--L-AS SHOXN 3 1' A. rECORMED IN PLAT COOK -41t? PAGES I-Ll-le OF THE CURRENT PUBLIC RECO CeMTIFL�D- TO: ,.7' 45 kA 14 rj q� "-Ati le�p'e. -191 2-9.. THERE UAY BE ADDITIONAL `A�EMENTS AND OR RESTMOONS THAT ARE NOT SHOWN r,,'! TNIS SVi.VfY THAT AIA v, RE FOUAi'D IN E PUqUC RECORDS oor THIS COUNTY. REA, I Y CEPTiFY TmAT zo�r CMAH/Al UrDrnAl 1� W AfAP SWO)FING BOUNDARY SURVEY OF LOT 14 -ELOCA---�--AS SHOXIV ON MAP OF 864 e A/ 9/LO e AS RECORDED IN PLA T BOOK 42 PAGrs 1.4-14e or THE CURRENT PUBLIC RECORDS OF DUVAL CO. FLA. CERTIFIED To. 9.4)qf,4,Q4 f' eR,416 846,?1eM4R7' 66-A1c111v"-- Is -/A/. cl— ez--v oAl e-or :?4 5,5,*cwS1z>6r camer EzFv L/ 6-x !s -9"wAl ry a s 5 'ro Al W5yrl"01�lruAf nr 1,?e < 7 4 7 4 R.M. 46 DAY 41"c I 4 00(- r a7. (0 A) g -qry K" Rcexoe�vc ,lot 'CIA'r-(,. '�;0., e4ev Z6 ib nu 1-7,S' 7. I ,A 191Y 19, A, 9 07-15 6-IF&0 and 20ning Ale, 9.��- V,15f THERE A64Y BE ADDIT1094L EASEMENTS ANDIOR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEYTHAr MAY BE FOUND IN THE PU" RECORDS OF THIS COUNTY. BEARINGS BASED ON PLAT AS SHOWN I HEREBY CER71FY THAT THE Z07-----SHO*N HEREON IS IN 7HESPECIAL FlWn 1JA7Avn 7Amc '.'.' I- i Tertifiratt of Mrrupanq THU of Atlantic Neac4 — Nloriba Department of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. -i,le Familv lei-ice 9 29 4 Use Classification �S-i iL'Z�-� AA -- �esi,u — Bldg.Permit No. Group v,'-f rain e Type Construction §LL�— FireDistrict F�eacl, Owner of Building C. L. BvukhaIL Address 1887 Beach,3-'de Court — Reaillside Coar� litV Beael-i, F1, 3 2 3 3 Buftng Address J!Loca By: DON C, FORD Building Official Date: POST IN A CONSPICUOUS PLACE CITY OF M SMKMIZ VAUD ATLU?M W64M MHUM 32Z33-SW TEL17WNZ MQ 247-SM FAX MQ 20906 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address Sincer Building Department 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: " 09 z _w..N-- ------------- --- ----------- t----------------- -LIq f, ---------- - --------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, 2i�� DIVISION cc:FILE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - SENT BY'CAN-DO CONSTRUCTION CO; 1-31-B5 ; 17,30 ;WESTMINSTER/LAKE RDG-1 2604256;* 2 AMP SHO#,rf2VG BOUNDWRY, SUVEY OF Jll� J -,-- BL06vX---L—AS SHOWN ON AfAP OF 964 e/-/ 5/Z?E I A -COr `0 IN PL4T DOOK 4-1-4 -- LA S RC WE PAGES Or WE CURREN1 PUBLIC RECORDS OF DUVAL CO. F Crf?TIFI,F To:" D R4, .4 e 14 Aq c A'I'll 7 A 14U glo 0% �rd.0 14 I's, 03 Jar lot/ v 7 9 /0-3 94 6XV414D), y f "'e9e, "wl f. 1,v C).0, 5A 9. 9-2,P.-, P$14-3844 09683 DEPARTMENT OF BUIL NG' CITY OF ATLANTIC 8 CH ----- PERMIT TWPOP 44 t-16 --- LOCATION A 014 INPORMATION ----- - Permit Numb4kr,t,:'� Address: 1887 BEACHSIDE COURT Permit T Fi*CZ ATLANTIC BEACHi FLORIDA -322a3 yre*0 Class I of'Vorki Viol --------- LEGAL DESCRIPTION Cons t r ypel� V000 ,FRAME, Lot*. W o-ck: Section: Proposed7uso SJNaLk 'FAMILY Township: Code:' 0 Subdivision* BEACHSIDE tatimatod ,Value; $0.00 Tot $10-.00 Amo 34 9 4, W T� prunp V1rR TANA RMT 1014 -0, J�j '7r-",,APPLICATION FEES ----- wl PERMIT I D111 COURT ',o�'R ' ' IMPAC FEE $0 .00 CH; PLOR 7 P*E w 2 2 �' '7"' , 4 ,47 XTAP RADON GAS-H R.S. $0.00 T INFORMAf!iON' wam,44`DU $0.00 'ENCE, I V 117S VRTL SIVX TA $0 .00 ILLEO FLORIDA 3225( CROSS CONNECTION $0.00 0 0 Type: 0 H IMPACT PEE 0 CONST.SURCHARGE. , OT TE 00TINGS MUST BE INSPECTE BEFORE POURING E ALL CO NCRE FORMS AND F D PERMIT VOID SIX MONTHS AFTERDATE 00 ISSUE '81) �jp MATERIAL,RUBBISH AND'DEBRIS FROM THIS WORK MtfST NOT BE PLA,CED IN PUBLIC SPACE,AND MUST BE 'A ED UP AND HAULED AWAY BY dTHER"CONTRACTOR OR OWNER 0��A'VLURE70COMPLY WITH THE MECHANIC'S.-LIEW LAW CAN RESULTIN, T , Y ,,E,PROPERTY0WNERPA, ING TWICE FORTHE BUILDING IMPROVEMENTS 4%01 EQ ACCORDING TO APPROVED PLANS WHIC H ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIO TION OF APPLICABLF PROVISIONS OF LAW. ATLANTIC BEACH.BUI WING EPARTMENT ;)0,00 14 L wit" APPLICATION FOR FENCE PERMIT Owners name Phone ---L ----------------- Job Address 7 1 e), c-7-- -3--�SL�LL--- ------------ Lot Block and/or Unit # Subdivision Contractor if different from owner ----F, ----------------------------------------------------------------- Valuation of fez-ice / 7 , Corner or interior lot -- f, ------- Type construction__ (�) OOD ____r-L---YJC-[A-JC,- ____ Show location and height of fence as well as location of street(a). Owner signature------------------- ----------- Contractor signature_ Date 3596 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ -------- LOCATION INFORMATION --------- Permit Number: 4596 Address: , 181$7 BEACHSIDE COURT Permit Type: ELECTRICAL — ATLANTIC BEACH , FLORIDA 32213 ---------- LEGAL DESCRIPTION ---------- �lats- of Work: NEW Constr - Type: WOOD FRAME Lot . Block* Section, Proposed Use*, POOL/SPA Township: RNG: 0 u,,i e I I i n g I Code: 0 SubdivisiontBEACHSIDE Estimated Value: Improv. Cost : Tot''t, Amou q 22 "'W"I&MUMiTme Pee" W, APPLICATION FEES ----- ------- HAT I ON PERMIT S35-00 E Add W" IMP reg SIDE COURT W) A �T F El," Tr q CH W PEE FLORI ZP P W k- fkA/TAP -H-R- S. $0 .00 RADON GAS, 0 NFORMAT1,19N RADON CAB 5% N am t RS-11', C,A PI T A L I-MRROVE. SO .00 ELI, 162 4( �61RCLE W ES-T SEWER TAP $0 .00 JAC ILLE, FL 32225 CROSS CONNECTION 00 SEC H IMPACT FEE -4, 0'.-00 Type. 0 A Q, 00, A 05 IKE SCHARGE/ATL .BCH� NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY'EITHER CONTRACTOR OR OWNER "FAILURE TOCOMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN 'THE PROPERTY.OWNER PAYING TWICE.FOR BUILDING IMPROVEMENTS. ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OPAPPLICAOLE PROVISIONS OF LAW. ATLANTIC EACH BUILDING DEPARTMENT 0 I,:Lc ELECTRICAL FIRM: ERELE 4hTURE JOURNEYMAN ? 7- 1-7 ' !e alt RFD NAME. I � $e4 —Box BLDG.SIZE BETWEEN: RES.1)() APT. COMMA PUBLIC( I INDUS. I NEW( I OLD( REW. ADDITION( I TRAILER ( TEMP.I ) SIGNS ( ) _SO.FT. SERVICE: NEW INCREASE( ) REPAIR ( FEE CONDUCTOR BIZE AMPS COPPER I ALUMA SINITCH OR BREAKER Ah_vS — PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE I NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALIED1 OPEN I TOTAL RECEPTACLES CONCEALEDI OPEN I TOTAL *-SO AMPS. 21-100 AMP SWITCHES INCANDESCIEW FLUORESCENT&M.V. MID 0.100 AMPS. I OVICR APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COW.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT . 1 1 1 1 . I 0.1 OVER I MOTORS H.P. VOLTAGE pHs NO. VOLTAGE pHs MIMMMEM ' I mdwmllmmm�m TRANSFORMER& UNDER 6W V. OVER OW V. NO. KVA I I NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHEE EACH SIGN FORWARDED TOTAL FEES TRANSMITTAL DOCUMENT FOR JEA DATE: /,;� ---:;t P- 9 '-/ The following permits have passed "rough" inspection: Permit No. Address -2 7 C-A A"-C-e MAIAMM&M=Gxxx=x4ixkuG*m=Pdxmxwlfxxk*=Vwz=d*u. Please update your records accordingly. Tha CITY OF ATLANTIC BEACH /vcb 9485 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ -------- LOCATION INFORMATION --------- ,Permit Number, 9485 Address* 1887 BEACHSIDE COURT ' Permit Type: SWIMMING POOL ATLANTIC BEACH, FLORIDA 322�3 Class of Work: NEW ---------- LEGAL DESCRIPTION ---------- -ohstr . Type: CONCRETE Lot * 14 Block, I Section: �Peoposed Use: POOL/SPA Township: RNG: 0 Dvellings : 0 Code: 0 Subdivision: REACHSIDE ' Estimated Value; $17000 .00 Improv . Cost : $0 .00 Total fees : $30 �00 Amount D 2/20/941, sw �,--SWIMMING POOL PER PLANS Work, De W, ------- %MATION --- APPLICATION FEES ----- S30 .00 5"' PERMIT 111WIG BURKHA"KI SIDE COURT WATER IMPACT FEE $0 .00 Ad T CH, FLORIDR.1'115� 3 FEE�` 0 . 00,, Z -V, 5 AP 00��4,V111, P.FAO N S. 60-.00 1 21 Al NFORMAT 1"ON ------ - RADON CAB 5% $0100 Of 'Name. E T 4PANY CAPITAL IMPROVE. SO . 00 ET - $0 ,0'0 S TH THI SEWER TAP A FLORIDA 3 2: 3 3 ATLA, BEACH , CROSS CONNECTION $0 .00 Li c7ense CPC �6 Type,, - 0 SEC H IMPACT FEE -,So .00 K",Ni, $0 00 ,Q,k CONST. SURCHARGE so �',ko%g Iq NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE, CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER FAILURE TO COMPLY WITH THE MECHANICS' LIEN tAW CAN RESULT IN' THE PROPERTY OWNER PAYING TWICE FOR SUILOING IMPROVEMENTS. ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 000000000 ta.00 14 ATLANTIC BEACH BUILDING-DEPARTMENT 12/20/% Ol R*: 008W 20316 By: MAP SHOWINC BOUNDARY SURVEY OF Aef BLOCK--�--AS SHOTM ON AfAP OF' AS R,7CORDED IN PLAT BOOK PAGES IV-14 e OF THE CURRENT PUBLIC RECORDS OF DUVAL CO. FLA. rGERrIFIED TO: 9-111,'131-1,Q17 r' r-A717115 f—,vReY4R7- 0. 8. 9,7 106 4 4 w000 79. IAID R.AJ, ku 14 A C 24 s �39.ol 0 41 (C7 00 —Z" a 7.4 3' Ice. 1919 S8 -,j 7!137' �/�/cwsc!�;/b(ci-ov/))7 lv.o.-d gel-1509-3i /0-3-�?4(J-16e-D) 7JIERE M-lY CE ADDITIONAL EA:',l*0,lrNTS ANDIOR RESTRICTIONS THAT ARE NOT SHOWN M13 -Uk��MAT MAY BE FOUYD IN THE PUqUc RECORDS OF THIS COUw. OWINGS BASED ON PlAr AC CUM-# 4 NI tA s, :47_ (g72 CITY OF ATLANTIC BEACH 0 E 0 1(9 1994 APPLICATION FOR POOL PERMIT Building and Zoning Job Address bE:4CHS(T�,1= CTt Lot # H 'Block Subdivision Owner 34V-bAZA- CRA i (r,' A K H ARZ Address Contractor -T AC- glIZ Q Address ILoZ_ t,) 52-2.5-6 License Number Valuation $ Gallons SITE PLAN front En (D . rear Signature Owner— Date, Signature Contractor Date CU Book 7999 pg 1892 10 0 cu ON W I 000 8""S5�:4= W 0"" This Instrument Prepared by: or-� .. U 0.ILI W.CC`= .y A;>pra;Sgfl P&IC&I Id*:,.IifiC3ti0A(Fo6a)N.�b4q$): SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ASOVE THIS LINE FOR RECORDING DATA Permit No. - NOTICE OF COMMENCEMENT State of Florida County of The undersigned hereby gives notice that improvements will be made tar cerlain real properly.and in accordance with section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of property(include Street Address, If available) 1-0-r 1 -f 1 192 7 15r r-�4 ;I-n r c-r. — Afl.40-ik- Fsy-4 1, 'F(-. General description of Improvements S--3�AAAAtw. Owner Tx&&ZA TryZ41-RAIL7 Address _ Ej * Owner's Interest In site of the Improvement J:�L- 5i,-APLZ Fee Simple Title holder(if other than owner) yy Name Address o"Contractor.:rhtF BA3o5Ca Address (,o7- t4 - 3m s-r . J�gwsoysviucl, 15cj4. Surety Address Amount of bond S Any person making a loan fPr the construction bf the Improvements: Name Address Person within the State of Florida designated by owner upon whom notices or other documents may be served 83 provided by Section 713.13(l)(a)7., Florida Statutes. Name Address In addition to himself, owner designates Of to receive a copy of the LIenor's Notice as provided In Section 713.13(l)(b), Florida Statutes. Expiration,date of Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date ls�specifled). +kT— S;Gr.&IVrC of O-Aer Prwod S;GMAIVre of 0--iff NOTARY Ptusa&t STAMP SEAL I I h2ve relied upon the following identification of the Affiant sIlRy PI& OFFICqAL NOTARY 3FAL zQ40 7�4 d2y of J)ee*In hel 0 o i, AUBRA E PAYNE S%orn to and subscribed before me ths 19 COMMISSION NUMBER CC282042 My COMMISSION KXP. OF FV0 MAY 2,1997 11111.1-1 N--y six-- PSR110" 94351 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION -------- LOCATION INFORMATION - it Number* 9 4 3_5 Address: 1087 BEACHSIDE COURT perm ATLANTIC BEKCH, FLORIDA 32233 Permit Type: MECHAO I CAL ------- LEGAL DESCRIPTIO14 ---------- c1l ass, of. Work* NEW section: 'str , Type: WOOP pit FRAKE Lot: Block: RNG, 0 �Proposed use: SIN LE FAMILY Township: 11 i ng;!r, Code 0 Subdivision: BEACHSIDE $0 .00 1 timated Value; -1 rdv. Cost $0 ,00 MP To al 0 �t $73 �00 Amo S73,00. I?-L-.7 1 4 AT RESIDENCE Wo TRAL HEAT AND R JISH STNQLE PAMILY T 1014 APPLICATION FEES --- T PERMIT $73.00 WA FEE $0 .00 A(i(f SIDE COURT A, '&'U' :j FEE Oj7 0 CH , FLORlip " 0 av* A "A" TAP' ®r 'SO -00 _01 0 NPORMAT O� N RADON 'CAB 5% ........... CE TA HEAT &,j'. -XR 0,,AP,ITAL IMPROVE 0,Q tN4 a Tc-, SEWER TAP $0 �00 NEPT BEACH , FLORIDA 3223 CROSS CONNECTION $0 .00 L I ic R Type: 3 SEC H , IMPACT FEE 00 'CONST.SURCHARGE q's"',I"PON al'i Q'i N&T ALL CONCRETE FORMS POURING NOTICE AND FOOTINGS MUST BE.1 14SPECTEO BEFORE PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE V12),ING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE LtA ED'UP AND HAULED AWAY BY 51THER CONTRACTOR OR OWNER " Al P,A LURE TO COMPLYNITH THE MECHANICS" LIEN LAW CAN, RESULT IN THE PROPERTY OWNER PAYING TWICE FOR,BUILDING IMPROVEMENTS. ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO AeV DCAtION,FOR �,VIOLATION OF APPLICABLE PROVISIONS OF LAW. 44, ATLANTIC BEACH BUILDING DEPARTMENT 00104 V !�fl 1,21 P17 BUILDING AND ZONING INSPECTION DIVISION CIW Of ATLMTIC KAM ^TLAHT1r. ISUCH. F1.01110A 82238 APPLICATION FOR MMHANICAL PERMIT EA"401 Numem IMPORTANT— Applicant to complete all items in sections 1. 11, Ill, and IV. Street Address: -,d&JC,4 LOCATION OF Intersecting Street$: Between Aod BUILDING 11. IDENTIFICATION — To be completed by all applicants, Ito consWerotion of perm;f given for doing the worl as described in the above statement we hereby 49mit to potliom Mid wWlk in accordance with the atiachod plans and specifications which am & port hereof and in accordance with the City of Jacksonville ordinenciss'and standards of good proct;ce listed thero;n� Name of Mechanical Costraste" ceftirocter (Print) Master Name of I'Miserty Owner $*afore ef Owner slonato" of or Authwind Agent Architect w fallneor Ill. 66NOLAL IN TM A, Type of heating f.W. Is OTH91111 CONSTRUCTION KING"11119 a" swig THIS WILDING Wt SITIC I \/& (3 Cm—13 LF 13 Natural E3 CAa#W Utility or"N' Give Wims"0=01111 C3 09 P9WIT 13 Otkw — Sw-ify IV. blICKAN" 804.1"INT TO N OWAUAD IF OW We am**#@ aft of Components 00 boa of 16h bm) r 13 c4mirwom /1-10 H"t 0 sperms Cl Ite"Ned CONOW a 06W jk TNPO.*W k Ak Coadrfimiw (3 Itwo C"w 0 Extellft lMkNfV ADOct sy0m.. Me—�--i jaj �,,4,j ripwasows of existiry Messooft"Pectily 4,10<) NOW Wistawl"j"o system for"Musty inwit"04 0 13 lowaft or afton to oxl*tWq 9"Im C) Coaling twool: Capacity 0 Other—Specify 0 Fin spirialdees: Numbw of C) 610aft? 0 mwwft 0 6mk- 1W PACII POO 011 W1 VU CKY C) 64"AAO puMpL- 0 TOAS 13 LPG oP*%iaer%—(swmbwJ 0 uarkva pressure MW C3 ftmlk Appive b1t 0 O&W — Specify POO WA I" UJIT ALL EQUIPMENT AIR CONDMONING AND REFRIGERATION EQUWWM XmberUuft da D"Criptift aftwjftdww CITY OF ATLANTIC BEACH, FLORIDA Awev"6V APPLICATION FOR ILKTRICAL PIRMIT TO THE CHIEF ELECTRICAL INVECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION Of PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFiCATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH-THE ELECTRICAL REGULATIONS. CODES A14D CITY OF ATLANTIC BEACH ORDINANCES. dill L� E-ull-TC CO�, INC. P. 0. Bo : ATLANTIC BEA X K0150 CH. FL 322.-ji(lirul ELE Algal.FIRM: �Tgicm odmAirung JQ blEYMAN P7_ NAME-00R)0117e; ADMUL- SLOG.Size TWMENs RIES. AFT.I I GOAL I I KOLIC( I INOM I NEW I OLD REW.I ADDITION( I TANLIM I Tlw�4_slows _Sm URVICIL. MWkr =1119AN .1110JUR( I CONDUCTOR size come It I &IM. WTCH OR EgAKER IL VO- IEXIrr.URV.gILA AW8 w RACEWAY LT FEEDERS NO. an NO. SIZE no. siza LIGHTING OUTLETS -COMMLID OPON TOTAL RECEPTACLES 1 0-00 AMW CONNALIO OPIN TOTAL so-I"A SWITCH98 INCANDESCENT FLUOR ESCIMT A AL V. FIXED 9-If2 AM 1. APPLIANC99 BELL TRANSF� AIR H.P.RATING M.P.RATWO CONDITIONINO COW.MOTOR OTHER MOTORS AMFG CEIL HEAT: KW441AT 0.1 ova MOTORS M.P, __ - VOLT"g PHIII no. I Lf- VOLTAGE Pw MISCELLANESUS &a CA 5-7z TRANSFORMERS- UNDER 40 V. OVER V. INO. I 9VA uma- 1_- -__ I TRANSMITTAL DOCUMENT FOR JEA DATE: /(" - "') �� - C?-/, The following permits have passed "rough" inspection: Permit No. Address xgixlme*xmpdxmxwofxxtkm4msjmLtm. Please update your records accordingly. Th n you IL I G CLERK C fTpv ITY OF ATLANTIC BEACH /vcb D A T E i PRE-SERV10E DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ---(2, L -Z--Z24--------- ----------------- ------------------------------- ------------------------------------------------- ------------------------------------------------- ----------------- ------------------------------- Enclosed are the blue copies of the permits. SINCERELY, Bul-LDING INSPEbTION DIVISION cc:FILE CITY OF ATLANTIC BEACH, FLORIDA A"rev"by APPLICATION FOR ILKTRICAL PIRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 2-7 IMPORTANT NOTICE: IN CONSIDERATION Of PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFiCATIONS, ,,,,fjkH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF I WOM&WHOR]OWMEL P.0. BOX 330150 AWNTIC BEAC.4,FL, 32233-0150 101, 04 ELECTRICAL FIRM: a ELICTR JouguLyjm NAME z ADDRUM FQ_BOx_ BLDG.SIZE A ESL.I Aff.I I COWL I KJOLIC INMW NEW I OLD I NEW.I AD�TION TRAILER Two,$"ONg sm SERVICE:- -RIFAIR FEE CONDUCTOR size �0141e� SWITCHORBRUKER owl /20/VOLT RA EXIST.SEW UZI ANN W VOLT, RACMMY FEEDERS NO. SIZE ING. SIZE NO. SIZ LIGHTING OUTLETS .00WAALED-1- _.OFFN TOTAL RECEPTACLES COWAALIO Om TOTAL I AMPS. swiTcHas INCANDESCENT FLUOREWIMT&KLV.- FIXILD 1 0-1"AN]. ULL TRANSF� APPLIANC99 AIR Hp.RATON* RATING CONDITIONING COW.Mloyolt OTHER MOTORS AMP$ CEIL HEAT: KW449AT MOTORS H.P. VOLT"ll NO. VOLTAGE PHS MISCELLAN OUS TRANSFORMERS: UNDER so V. OVERMv. NO. 9198 DEPARTMENT OF OUILVIXG CITY OF ATLANTIC BEACH -------- LOCATION INFORMATION --------- PERMIT INFORMATION ------ P 18#1,:8ZACHSIDE COURT er-m�it Number: 9198, kddress*. �PeVMit Type! PLUMBING ATLANTIC BEACH, FLORIDA 3223 ---------- Class of Work: NEW LEGAL DESCRIPTION Constr . Type:, WOOD FRAME ,ot : S I oak: Section! Proposed Use: SINGLE FAMILY Township- 5ubdivisiow, 'j OTO 111 nqs 11 C ode Esti�Mated Value: $0.00 Cost : $0 .00 'Total $64 .00 , Am6uh $64.00 wark mbiner -tv, f Ah in now �hgm IX TION, APPLICATION FEES IT $64.00 Addkes, A "ACT DE &VRt MAT , )FEE "'em C r 1, - El;;, k LORID&,,pg� P ph U1, $0 .00 R ON GAS C a R ORMATIOk ------- RADON CAB 5% $0.00 . *ne: 0 NBING, A-�` I"'TAL _IMPRO E- so .00 Name: I ............. Adar!6*ar. 1328 Ey-STREIM", SEVIR TW $0.00 JACKS LE� FL 32211 CROSS� CONNECTION $0�.0 0 Type, SIC-H IMPACT FEE CbNSt.SURCHARGE NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE,INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK.MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEA ED UPAND HAULED AWAY BY EITHER CONTRACTOR OR OWNER :'TAILURE TO COMPLY WITH THE MECHANICS' LIENLAW CAN RESULT IN, T14t,PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. . .................... ............ ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATIONfOR �VIOL -APPLICABLE PROVISIONS OF LAW. TION OF ,,,ATLANTIC BEACH,BUILDING DEPARTMENT I Diti, ,0/1 'al-a CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: -------- ---------------- ----- -- OWNER OF P ROPERTY : ----------------- BUILDING CONTRACTOR :— ------ ------------------------ PLUMBING CONTRACTOR eAl -------------------- ---------------- AND ADDRESS: - ------------- o,-4"-?------------- --------- 0 TELEPHONE NUMBER: ------- --------------------- STATE LICENSE NO: -------- TYPE OF BUILDING : ------------ - ------------------------ SINKS -------------SHOWERS LAVATORY ---- ----- _WATER HEATERS ------------ 4� BATH TUBS DISHWASHERS ------------ ------------- URINALS ----------/--DISPOSALS ----- -,&--CLOSETS /-WASHING MACHINE FLOOR DRAINS - -------------SHOWER PANS OTHER TOTAL FIXTURE COUNT: x e,,3. 50 + $15. 00 ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE' SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904 ) 247-5826 F�SR-3844 9180 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH INFORMATION ------- LOCATION INFORMATION --------- - Number- 9180 Address 18&7 BEACH SIDE COURT P rm-ilt Permit Type: BUILDING 'ATLANTIC BEACH, FLORIDA 32233 C,j:AS z. q f Work: NEW -------1-7.0 1.� LEGAL DESCRIPTION ---------- Co�ns t r . Type: WOOD FRAME ,ot : 14 Block: section: Proposed Use - SINGLE FAMILY Township, RN?3 0 DW-1-1 inos 0, code 0 3ubdivision: BEACH SIDE :' Estimated Va,lue- $0 .00 Irnprov.' Cost : $0 .00 ' ' Total $25_00 Amounf. S2.5.00 T ION --- APPL,ICATION FEES Prpwt $25 .00 OURT MPACT ER 4 -,1 41,1, 'Ad r j 'vep IDE C ' WAT F "'A4, FLORID&.,dN3v v �w �ho 6 59 RTiF�iPAR/ hP 0 RADON I GAS-H.R � S . �0 ,IDO 'a CO RA ORMJ*T I*, RADON CAB 5% 90 , 00 - A ROV $0�00 Name 'RRO] ,OWNER ' 'CAPIT 1 IMP E. SEWER TAP $0 .00 CROSS CONNECTION L FEE 1-7 e Type- SEC H IMPACT Igo 0 SCHA /ATL.SCX,.1 NOTES: ALL CONCRETE FORMS AND FOOTINGS' MUST BE INSPECTED BEFORE POURING NOTICE PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWI CE� FOR BUILDING IMPROVEMENTS. ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR OF-APPLICABLE PROVISIONS OF LAW. ATLANT,1C BEACH BUILDING DEP RTVENT Bv: At PSR-3844 9294� 0? 00"M DEPARTMENT OF BUILDING CITY ov ATLANTIC BEACH AT 1,887j 'BRACHSIDE COURT PERMIT INFORMATION ------ LOC ION INFORMATION ------- �,f4rmit Number: 9294 ermit Type*L BUILDING ATLANTIC ZEACH, , PLORIDA 3! 3 of WOL as$ rk*. NEW ---------- LEGAL DESCRIPTION ----- ' Constr. Type: WOOD FRAME sot : 14-, Block, 1 Section: 710�inz hip RNO* 0 ProposedUse * SINGLE FAMILY 0 ;ubdiviiiion: 159ACKSIDE Dvellinjs . I Code id Value: S1976M.00 Es t imat c Cost , $0-00 —Total F $3451 . 94 oun t1l $3451 -94 W .- I J�9 41 A U AW 3 31)7 RAnnig )!a 4 A 'p, 0wo APPLICATION FEES T I ON�, ?ARM1 I T, $1146.00 -Address LEVARD #40 AT 14P T EE .01", "i,�,Po ,0 0 C, FLORIIDAV,�, 'Alp T P "o 1, -11.R.S. x ,V, RADON GAS S 9 . 9 5 "k�4111: top RADON CAID s'k $0 . 52 7 ---$125 �00 ITA P ik-k $0,00 SEWER TA , C-ROSS N , CONN�40 $35.00 lo� IXPA Ty": r e$ ' EL CoNST..SURCHARGE "fowl jj, 'tiCE—A FOS AND FOOTINGS MVST BE IN WO SPECTkd6'EFO'Ai�06URI PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 04G MATER IAL,R U BBISH A N D DEBRI S FROMTH I S WORK MIJ ST,N101 BE PLACED I N PUB LIC SPACE,AN D M U S ED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER LURE-TO COMPLY WITH THE MECHANICS! LIEN LAW CAN RESULT IN, PRO,PERTY OWNER PAYING TWICE�FOR SUILDIN,01MPROVEMEtNTS.Iff ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FO TION OF�APPLICASLE PROVISIONS OF LAW. T$ 00000w-'00000w�i—i-4114&-00 -14 ATLA CAH Ally: CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) _.4LWATER CLOSET _,�WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) ---ZURINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) --,ZCOMBINATION SINK AND TRAY (3) WASHING MACHINE (3) —z-LPOT. SCULLERY SINK (4) __L_DISHWASHER (2) - WASH SINK EACH SET OF SINK (2) FAUCETS (2) _,Z DENTAL LAVATORY (1) _L_KITCHEN SINK WITH WASTE --,,- DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) --..ZCOMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) —Z—URINAL. PEDESTAL, SIPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) __..,�LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) —ZLAVATORY, SURGEONS (2) --Z—JACUZZI (2) "�URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH JOB INFORMATION'Z CITY OF ATLANTIC BEACH PERKIT CALCULATION SHEET Address Date Heated Square Footage per sq ft = G a r a g e/-&hietr @ $ per sq f t = Carport/Porch @ $ per sq ft = Deck @ $ per sq ft = $ 1/. Patio @ per sq ft = $ TOTAL VALUATION : To Valu i s t �tion Remaining Value per thousaiD or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $ 3-7 Fireplaces @ $15 -00 BUILDING PERMIT FEE $ WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT $ SEWER TAP $ Gzal CV RADON (HRS) .0050 SE I ON H PAVING HYDRAULIC SHARES CROSS CONNECTION (a?Lf SURCHARGE .0050 4/i 71 OTHER $ 1 GRAND TOTAL DUE $ !�4 ��l ADDITIONAL PERMITS OR FEES: Mechanical Plumbin Electric/New Electric/Temp_;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: r7 CITY OF 131cck 8 ilk �( 11.twkw% 1 ,91994 004) !41-4%1111 ;Ut�d I vi&j Lon s --------31�,Ung and Zoning tAX ,,tre-et DF.5CRIPTIO11 OF WORK r If in a FLOOD HAZARD --------------orac complete page 3. Brief 26S Description:- -------- ---- - Clean of Work: cj,!hG INFORMATION Type of Constructions4 0:,1 rig Propowet tz) Estimated Value ��,2.o oarcs I a t r 1 zt!RE:�L-Uwe t -------- Xceptions or vr1anC&M Orenteds-LS10, ---------- Saild or ------------------------------------------ FAlled Grounds-5-;&&4�L----Root a owneR woRMATION Itothod of HeatIngs--i Property Ovners. L q-kt,, it Phones ------------- "ailing- -- -------- -------� 2�- Addr*su 4-*-:.--Ic> q0k-.&)ck - -�------------------- &P-&A=ce- el,,� zipl 7-2. -------------- ----------- ------------- CONTRACTOR INFORMATION ------------------------ $ailing Addrepas............................m................... ------------------------------------------ Cupiration License Number#......................................... I 11611611T C911TSFY TWAT I WAVIC 119AD AND 9XANIN99 THIS APPLICArrow, A"D w4ow TNc f;arc Tr, t c A04:P C00419CT. ALL P6901810M or T119 LAYS &INp 101103NAMC911 OOVCAMAMO 7111S TYPE (w wonp -, I, c Log 1j I T14. 11101117040 dftglrllCD 14611169011 ON NOT, TUB GOANTINU Or A PERMIT VOL'; k1JT I I., GIVE IU&TWORITY To VBGL&vg 04 CAWSL Ing r*LwxSI"4 eP ANY FLI)WRAL. �iTATC Oft LC'X.AL t MCCUPLATION2. 0411111ANCERip 001 LAWS 10 ANY *ANNE*. INCLUDInn Tow covrotilson or cow. R;, Tit v. PtaraNNA"ce UP CUNSTINX11011 4w VMS renjec?. I UNUL614TAND TIOAT THE AS-.iU,%%L:g J)F 7011 s I'L CONTINUchr UPON THE AROY9 IfIrGANATION $9100 TRU &. _S AMP C(MMCCT A140 T14ST 7#49 96 Am-; Alic, I CA A WAVE DEEP 04 SMALL St P116VIORD, AS evula E EPU Ovner Signature Date -- -------------------- W, Contructor FLA. 1967 LAWS AMAGG FG*14 400 FS 712.ts 2) 11,6 --- NJ-u- xtur of (9=Mt*nrt*nWnt to hlh= it'" can== The undersigned hereby informs all concerned that improvements will be made to certain real property. and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Dowiptionof property........... . ......... .. ............I.............................................. .......................................... ............................................................. .................... ................ ........................................... .................................................................................. ............I................................................................. ......I.................. ...................................... .......................................................................... ........................ ....... ............................. Getweral descroien of kq*ov*w4w&...................................... .......... .................................................—.1.......................................I.................................................................................................... ......................................................................................................................................................................................................................... Owner.......... ........ .............................................................................................................................. Addr*ss...........A ........... 4-1c) o.. ........(PC-a-p- ..................... Owner's imered in sk* of the knprovemw.................... ........................ ....................... Fee Sim* tow holdw to o0w t6n Owner) Name......Llo../j...(-:.�....I ..............................V.................................................................................................................................................... ......................................................................................................................................... ....................................... ......................................................................................... Address......... .................................................;.............................................................. ....... Swety (i I ............. ............................................................................... ...........................................................#414111o" of JJJW t............................. Nairne of person withe t6 side of RWWB &dp*od by Owner W" w6m n or Gdw doomma Roy be served: <2 - I= -F!, 4-0 Q-"044- Nw"............... A*V ..........I.................... ........ Address........At+ 4b 901 ......................... ...................... ...... In addition to himself, owner designato the following persori to receive a copy of the Lienoes Notice as provided in Section 713-13 (1) (F), Florida Statutes. (Fill In at Owner's option). Haftle..................................................................................................................................................... .......................... Addross,................................................................................................................... This SPACS Pon =Co*Dx*,G won oftLV 1 I J,- 1 -.4 I-) �7, i. T T C-I F I I, T r- 1 I I-,T 1 J- I I A I i 4"t -- I "A �'l 1 1 J I I �-z 1 1 j .11 L T A i 1 1, J I �-2 J, �-A It i-i7 ', ;-."7' ',TTCS r7TY 17T TON PR! CTU7 -WnTAK77 -K77 k 1-T rrA-7TC7 51 A05 . 1 CnMrkv WTTW OUK THFI=ATTIN 7MEOCrIPTIV75 , Ui How, GCO . 1 Maximum OV C . 11 TFM pol Pa. ,, fo�L � F wPQ , A !. C tic 1 7 n� ludp .11 q 1 ilaw A ovs !Z .Kov 006 � 1 Maximum of 0 . 5 crm pw �q . ft . of QL , wica - .01P� Ajjw� . 0 7 :4� j a A k coo , 1 Tn a r w1wo waind , r==77 Q ORA 1 COMPkY NTTW 7=77777 V AMD 7K7 70LLCUTIr , Wis 605 . 1 Tor plot : poncUstions scaNd . THAt "ahlon havr 7 jVWn 0.0 CVOOK� On TOC Oa , V 0 cc 1 1 Owl V v( C !a C 7 j Exh.wt ;Ono Equip;0i with jawpCi . . cowbuo[ Vn dcvlc �n nw�� jiyoot vsht ) , dcs�' Appi I.an,. air flo� UhumniMUDA WFOC4 , xhnu �4 W "AAA . cooking vPljanCwL shall R damp" r"i and Us- ?THEP PRE5CRIPTIVE MEWURE5 ! ka.L 5� wv waW& d Lv all s W2 , 1 Cww�l , W h , Ff T� ionoy �qulcwmunts in 7AW 0 17 � in ! not 1 i A MaWma ?Vol 7 f:n OYC opt 70, A. 0 7, 11 An! pooln VUSL WOO U pump hiwy OF 7- KVAC To . ! 112 - 1 All A k . , FM : hj. , wcha"Inol qwj �"C �A 004 1 "u�- � . n A 1 LoSsn '1- 1 1 " "! � '�. "', 1- !� :)nn Twa 111 �v�.v hod , — 1 1 -d , 1 � . 1 -010L !on ,, w0tnd ond 45-tallcd in accordavon "Ith th � yKwA n 4 1 w of 7.0VOI 310 . 1 =C .2 & 010 . 1 .ACC . Q . Duct Tn mult L. 1 ".0whod to a WIMM-W A 2 n. nll — ON ! ! not W inOL-Ilaw in WUI� w Nnj CWH0 U10 607 . 1 WPJC" k � V� AITV -4� C"AKIC MaWal JV T .. nl�t TVA . 1 7� 11 : OjO W! HInnM r 10 . CUMUn WAIIS F n. r 1 1 C75 7 7 5-1 k Flat , 0 7 1 7 T 17" 79 C) D c I F, 11� 71 in,r 1 j J T T j 71 K ;41 : 1 1 : 1 Lin 1 1 N ; -L 1 : 1 1 TV 1 UPA 1 M A 1 M 77= A7-;, 7170 P-TNTS TY7E cc wrTvp AREA wrm WOF no PC 7 1 . 10 170 7 �7!- 7! 7 .0 1 .22 77 r OCT a nm rw 21 M - D 12 .0 " To 00 J, 7- 52n TLr 10 . 2 7c , v .07 2c �05 0 07 7 c? 15W Z, 172 '07 "j '' 177 2 12 . 0 7 � 2 . 57 ic 0 7 77 1 TOTAL GLATT AM . CLAST AM ZLA70 7AY _A7 Trp r q i N T "OIN77 7 0 ,200 . 1a 1 '!'1 '0 T N T 0 T V 77 "77A Mk MIMI 2720 Fn� Mod Flow 7 .0 3710 1 , 10 7717 19 , 0 1 577 ' s 7 , 10 77� - Ajj 1 7 7 , 7 77C njj 7 , 7 .0 7350 7 �5c 71 7 7 77 .0 12 170 Al ndj 220 11 , 5 200 . 0 A �02 'o 11 , 70 17 7 17: 1777Z 10 2123 , 1 Atth- WX 1777 ,5 1 ,2c 7127 , 1� 7n =7 715 177 ,0 3 "? 1072 .0 VIOL on 152Y lo = 27"7 7�1 Mo � w 1 �0 MIX R ;j Knod Mom KFI 170 OTC . ! Wc --77 , 0 7 , 1 21171 .7 7 17, 7 . 10 2 1 171 W7NTFR rMKT'� 157 . 07 7 7 711 ,77� T-7AK 777TE" HEATIM7 TOTAL CAr DUCT W772" 777DIT k7ATIM �'OINTO & GIMON RMW MULT MULT MULT RCTNY� DATE A& UPILT IU T TOTAk TAM M A07 7F TOM MULT CREDU TOW 7777M MAT T C: 1 0001 ,0 11 , �1,00 .00 65 '17 1 .000 0030 .7 I .00 10 ?15 0" nT TUILT 17ATINC 1 QT W777 777M -rcurn =T147 KCT WAT77 777N, MINTO POIN77 MINTS PCTN77 rCINT7 rVIP7- PCTN70 75TNV� 1 17� 1 7 1070i . 7 111 C 7 .C 17 1 17 1 G"M .0 10,10 .0 10 ,020 , so 17 1 7 1774 7rT MA Ocon 0507 10 VC 1c 70 �c 77 37 77 ! C7 Th. wanimum allowanio UT Tha 1 . W, th- Cri Lho F F! .1 PCOMENTIAL EMMY PER707MME RATTNG 7HEET 0 w 7 f f 10 i TINGL CLF� CCL TINT . . . . . . . . . . . . . .DOM 71 . . . . . . . . . . . . . . . . . . Volvo . . . . . . . . . . . . . . . . nonria cormsm . . . . . . . 7 . . . . . . . . . . . . c "C" WATER =777 . . . . . . . . . . . . . . CISCO ic EF . . . . . . . . . . . . . . K02 7 7 FFATM75 . . . . . . . . . . . . . . . �Qi jj 3�0 : "j flof � rlo r� qnit � j Vj the Mr ., A-1, T � LK. F10, 00 Twar,j cod. rLi O" Zidin" 7101 ids DOPS , Lnwt f Cww"10 Aff.ir�- Fk. UL CAM507: 17, WT cDkin mumhn on, 1774 lv�d ' Tu 11 A , f. � TV ! To AWA Mcc 0 30 20 qc 1c To o" -2 a, CC 10'', 11"Woll"'. 1 CPT ! Vic" . Q. 1 �wc ( Ow 7rT th'�� Ti�i 7 TM1 ow Ef f 1 n V m W" 7W 7 7 77 WINDOWT — . . . . — . . . . . . . . . . . . NSULATION . . . . . . . . . . . . . . . . . . ccllin' r valuc . . . . . . . . . is 7 7 Los! 1 17 valm , 7?N7TTT7N77 . . . . . . . . . . 7777 '772 � . . . . . . . . . . . . KFATTNI :V27W . . . . . . . . . . . . . . 7 waac cor/HsrF . . . . . . . . 7 . 7 0 .7�7� T E: T�'-7 R . . . . . . . . . MUIR EF . . . c 0 17'. . . . . . . . . . . . . . . 0 0 C7 WHEr FEATUR70 . . . . . . . . . . . . . kc 1 W: �ov 10 u 1 "u r a 1 V 7 1 c c "I 7— 7�j, Kau, 5-- � 40A ! A 1 , M, K,w_ Culld : .j 7 nc � . Lla " 10 71. 1 ld. C.MmAO Avv- L ��:: FL ML CAWQ'-� RTGHT i nl.� ANG aQUTRMCNT SUMMAW� By : OCEAN 5TATE HrG & Alr� job 9 " 7CACH WrF WLhr Voko,nuilloOP, ATLANTIC CW : WINTEP DESIGN CONDTTTON':�, TUMMER DC�TON cPNnTTTOH'-- OKA& M J j! 01 cc innida d& T 75 m; Dosign TD ', i i Ti) 10 P 0 0 Daily Rong�'-�: M Rai . Hum . � so Giains WaLs: 10 ! TWTIKA] SIRIMARY KNOICLC COOLING EQUIP LOAD n1 / 10, D1Q . WaL Lozs n?217 Wuh styuwtur-�� ! "�::: .;h Watilstiun AD 0 CFH v 0 n L : 1 a L i 0 2 1, 'j:' W nt A: r Los:�', 0 [""'i,�'1 1 'Dosign Tomp . WHO ? '0 0: 0 Wc: qn Wat Uu�j 30217 Wuh uno mr; . Dwt--� I'I P"IC/50"j MhM 0 Total 5�n� 7quip Inad 445n! 5W , WFILTRAT70N LATCH! C %kl= 71VTr LOAD 5T7TW! I TnL ' Indl GAP- VC A 7 W I W 0110KO�i 0 Btu"".1 HEATING ConLING 1011tration n&37 TtO 3300 33on Tnt Lnk � W 7quip Insd ROW ctu:! ?7750 2077 AP Chang2s/H6ur 0 ' ? 0 . 1 Total Equip Loan 77320 RVU!'' Equiv6W& C91 4 41 L30 ACATING EQUIPMENT �INTVIA' WOLTNA EQUIPMENT SUMMARY Ms ke T RAN F, Hk�1,�'- F i"11", MAP] HSPF 0 ,C outpul- 1K . Knj T-mp Kew 0 D� j F T,Val Cowl ivj� & Lusl Hzvt Nj Fan vin? CFM A0 "al Cooling F30 2102 PF�"� Wtj Alc Flow Factor 0 .010 " FWstak CIO A ! l Flu, Footov 0 �013 c7mWA 5p�." TWIMOOLV Load SPH3 = 1 RV� ; W Wi MANUAL j ; 7th Ed . RKH7 1 V 1 .6 7� 7 f 1 KAW0 cW171oi k/ nCPA 1i me� L all rquijemvnLo of man"01 rovm PIMT I GAL M ATION FUXEDUNC� A J X joh HI BEACH STM. 7 -02 7�� ?' "cadurs A Winter infiltv.Kino HTM MculsKow 1 VI N T MUM !on Uil 0 T 5 0 COXI . A 0 , 0107 117 1 Fri C 2 . 117 MI 12 Wintcr TD 18690 Muh WNU 1 A 11 by at 10" HT It u h 1 500 TjkA Wlnjw�,�: K T M DQOV Arsa E numw , TAIltisHaD HrM no! sl�Knw TO HUN 1"n ck! 9 7 5 0 U .Ft , 0167 i TOM L Val Wn MAI 41 .1 x 10 WAUv TIV L 1 k K 01 w 1 nd" 7 i I r jy 00 HAM 0 iS nj L�X! V" A: R-Kla L ScryZb1a Load Fo� ?kuzLw � ( L ! K� 177 11564 Rtuh pavl"j and Tompalatarp qw! Hj NPILEPIU 1 .00 Rnm cquipmc"L sinzwj LOW �� n�Akh 11160 otuh LaLaht SlAng Load Vantilatiou Law'! 0 V00 .77M or .dlfr . - Ono Intcvnal LwaM 73C A 10 N" . Fc. , SLuk TnUityation Lund From Pr�o, dui n 4 55 A Load OV Muh rc on"L uc L!u" Quo I i Ly L2 F i v op 1 05 TY 1 M r V! TR C 1 Mannn! F 1 1 U J 7 ; F�'J' "IM! j v! A2 Wan Rom'i Ft . cxpos� c W- 1 1 ' 1 FL :7� m 0 n 0 0 n C i F P Condit OpL Wn : 3 W TYPE OF : CMI HTM Woo Muh N �A Minh ic� in p 1 K h K 0 C 1 ! Lcn6thl H I a 177 Z 1 1 Cc : -_ 1- j 0 , 1 ! 01 I A 1 0 .01 0A 0 : ** ; 1 1 ion , 1 01 ; it ; I it ! 1 0 ,01 0 A 11 ; no 1 ' 101 1 01 tvi 0 1 I 0A z 7 ! 01 1 1 K ! , 1 1 C1601 : 51 01 01 0 : 01 I Dools M. , V 1 0 .0 ! v" 1 0 ! 01 Lit* 1 31 0A 0 . 01 -svit 7 ! WHAwn N 031 V ! S * I j"v3 ! no ! pill Now 0 : 01 01 ETW 73 ,9 ! 27- 1 WASW 1 0A 01 0 : _,out h 110 ,01 12w : v02 : C : 1 0 91 0 : Q 01 1 01 0 : : 51 12W 3 .01 1 A lW ! 503 : MT :1 01 1 id 1 ON ! 0 A 0 : C ,C : 0 . 0 : 0 : 0 ! 01 : 10 ! k : vv : 1 , T : 1 . 11 SOON Alin ! loci ! 3121 0- K 0 : Q 0 �01 0 : 01 0 1 0 : 0 1 : 111 Flows 101020 : 00 .21 CA 3121 MII 1 0 ,01 0 0 : CI 01 0 : 12 1 TV 1 it 1 it ion 6 : 111 DuU UK Lwvz� trio 0 : 15 : Total l7tuh Loi. 1 > 14 601 1 7 4 1 A 1 1 int . caim . roupic w 000 LO WOW ! 1 k ! s ; Appl . A 1220 : it : 1700 : Vill 17 WWI W 1 Goi w 7 18 , . 02 ; ! A : 445611 ! bit Dw, t own 0 : 0% : run ! 1101 T0tQ1 Row Gain l7ds V ; V1 11nol : nit; S -olt 12V CFM N v Now; v a 1 2137 1172 : toy ; 2cl : P, 100UY no) KNod hy ACCA Lo m 11 , � �U 1 0 W�Q " 7 m w� 1 n-, L 2 .0�-! T P 7 -7,'F� 1.1 1 IJ, �i J 77 7 7� Ft . 20 .0 10 .3 M 11 ,0 17 .0 FL . 1 C FL Candi L Upt 1 TWE W CqTj HTM 1 Alan otuh nnow 3M : EXPOGURE 1 jN0 . jHtG jCIj jUnjth ! M, Cl , : LoHGLhj My 51 Gross NO = 5 . g ! 00y : 1411 own, 1 2401 01K 1 : 1 ; POT Alm 0 : All , p - W011W �nj 0 ,0 : 0 : Ott, min C : ttit nirr 0 Alit vi At lit* 111 � rlrt : : , I to vC 27 0 1 cc CA 01 ;mA 1 t 1 O .Cl 1 0 : 0 : 111 1 1 01 C : TTI 1 1 0 .01 on 01 01 Awl 2 : " 1 ill ' 1 0 ,C 1 0 : N r". k 01 WindOWS 1 Nov 1 h k4 1A 0 0 1 in I NUNK 01 11m TAW : 7C D : 17s : Wno ! on it 1 117C SEMW 1 C 01 0 : 1� 3 : 71 ! Vol : 31 01 UK dw�, L 4110M17 .5110 . 1i 01 0 : 01 221 gon , N 7151 1040 : 04 0 207 1172 125 3 31 - 1 wails and W 1 0A 0A 0 : 0 : 01 01 01 0 0 01 0 ! ; 00 : 1 vj 1 1 5CM 7001 06c : 2001 �nvj n T ! 1 00 0A 0 : 2 : 0 : 0 ! M 1 0 . 01 0 ,01 C 0 : 0 : 1 CA ZA 01 N 0 : 01 01 N 1121 Infiltiation a : 34 .911 11"N W 20? 71 pirr ; ill PIT : T"Wl Muh Law 17 : 11 ll ; " ! 12"Inj 11 : 1 1 Till 1 H L c. r e Appi E 1 0 TO ps 1 0 17 : QuAot RSH Galo-710 . . : 121161 ; im to 1 1 0001 ! iot : '1101 Duct skuk CON 0 : 01 : 11 1 1 ! 101 Total 771 Win - 17M '� "T ! CFM Air Raquirw'! 02n : ! 1 : � I I r, 1 al-out Q ov L Lf j � A hy w, nv n F MD n�n 1 Fav T F! Q� Naml of Roo... 2 ! WnnAj FL . Expowd WAL 19 .0 ;7 , 5 31 Mon WmSnWwno , F; "! V 13 .0 F� . AM F� . Cc 11 nj4 F4 7"ndTy , k-0 TYPE OF : 71T : KTA Q Avc - 'I(-') HQ C L r;jth Hig 71 � k � ,Wth : UFO 5 . 5 , ; too XIVI 600 : 101 0 : 5112DI 2 .01 1A 18n ! 0111 ; n4y 14 * 1 vallo and : 01 1 c Z ! VQ : 0 : 0 01 01 till V1 01 1 0 .01 01 IT;* tow 0 : 1 1 n114 DA 101 1 0 .0 ! 1 10 4 irv , 11 1 class NEANW c c 0 : 01 NO . FAW r 01 01 0 1 WOW 0 0 1 0 c 1 01 Routh 211 anK 101 till 1 c 1 01 C CM jow o 1 1 1 DD 17 71 10 1 1 C : a 1 low ! 7T7 301 77n Coll 1 -1 D 1 10, 7751 0 12 01 01 0 : W ! Q 01 Wal k ,nd 1 . 1 0 1 rartitiums id : C . 01 0 , 31 0 : 01 01 V V : 1 IDA 0 ,01 0 ! 0 : z ! Vol 0 0 : 0 : 3 : 01 0 : 0 : -1251 6501 7 17 10 ce 11 1 a 1 10 G 1 1 01 171 00 : L01 5141 0 : Q71 2002 ! 31 21 : 707 : mr ; 511 1770 ! Low- GY0 . M 12i ! 11 : tl ; I i ; Mut Dtuh v 1 q 37 : ToW Muh Loan 11 : 11 ki rn i 1� j 1A . GU!Hj rZOP10 Q cool 1200 , t I ni 01 toll 7 : SAW RQH Gaim7 : 9 . . 112 : 10 : 11 : 1 WI ! 25n2i ! ! il. 1 K : 1 1771 � 101 Taks! PSW Got" . 17 ! 10 2512 : : 201 TFM A: � Mi qu i c� J 170 ! 121 : MIALapt 4clvlfiod hy A70A t - 0 � all coqWT , �.& � OV M� nn , l Fam 1 1 Nam, 'rMTER CIDMOM F4 . Enawwod W. 111 n0A FL 101A M 7k . x W .0 20 .0 01 . � F"- - cundiv . option : 0 .0 7 S . S ' F7. 7A C : 1 0 : MAO nj 7 '01, 4q 1 v 0 ! *to* It 1 1 P=lKann 0101 wl , 0 ! 111T 1 ' - ' W 2 7 .a, � 1 : loci ! till Orly Dow, Hts . 0 , 01 1 CA 01 01 0 : 01 " A 71 North Gin"o NWNW T : 0 : 01 7SW : 71 01 0 ! Q — 11 , k ; : 1 1 CA 01 01 ATI : 1 121 lid 1 161 vd- 0 , 01 C 1 till 1 0 : C : 1b : 1 0 '01 2 C 1 01 01 0 ! 01 0 ,01 0A 0 : 01 Z : 1 A : 0 '01 0 : 2 CZ111,50 : � : isaj 1 . 311 'L . 4111 Doi : 150 : 5171 0031 11271 M7 : 01 01 0 ! 01 7 � CA 0 V 01 T 1 01 : 11 ! Floors : wj22n : no , Q vc W ! 0621 0 : 101 ! 01001 VD : 0 .011 C � A OV 0 0 : 71 1127 : 171 : 1W : WV : 7u0o � Stuh Un. WC - 01 1121 1i 1 0171 102201 Dult Ptah WS:-, 0 : ; ! T Tulol Wuh Lwj � 17111 1101 ink . WNW . Rvapla A DOC ! 2 : cool hit : 7 Whhwh 07H WTH-7 : 0 - 11 n ; 10 v 11 1 1 van! ;1 1 P 1 1 Do. RTH 17 ; 13 � 11' Kr ; Invi : 14 ! ; ; ; ;1 I — I -� 1 T R. 1 T A D', REACH GIDE k, 171 T 17� CAK77T KIT 1 ,0 0 .0 0 .0 c jg , 7 "o lN 3 0 70 .0 TO 0 w �-j A 1 "o c .0 F�7�' 7 7 :7 �1� � 70 1 Q O ,o o ,o I T 70 .0 1 W 1 , 7 2 .0 O ' c l .c I 1 . 0 Vc c 0 1 .0 70 "c 15 ' s CUMT O .c Wo 1 � 2 7 WDROOM 2 WC 1 o 0 , 0 Ko 1 .0 70 , 0 !A , & 0 " D 3 " T 0 0 Wo 1 .0 ?" 'o : 0 . 3 7 '10 1 .0 0 .0 O 'o 1 .0 21 .0 19 "o 7 MAOTER RAM 0 ,0 O -C lZ 11 .3 15 ' c c A, l 'O QQ C ' , I 'c 76 �0 12 .0 1 .0 0 ,0 Wo 1 .0 00 .0 ix , I a 1 G C ,O VO 1 . 0 70 .0 � 7 . 1 0 ,0 1 "o 21 ,0 17 .0 1 0 VO 0 ,0 1 .0 70 .0 1 �0 ARCHITECT/EHOINEERS CRRTIPICATION COASTAL CONSTRUCTION CODE FOR M IM30R. STRUCTURES TO BE LOCATED WITHIN CITY OF ATLANTIC BEACH, FLORIDA APPLICANT' S NAME Jr--FFPF-y Huoc-:L, PHONE NO.�47-L151 DA�E_91121� OWNER NAjjE: C,.L, 6Uk.K144VVF -R.E. TAX No. : TYPE OF PROJECT: ( )New HOMO )Residential Addition )Garage )pool )New Commercial )Commercial Addition )Other 911 STREET ADRZ38: 1'61U cdsluc CT, A*rLAMr/C 56AC#' Wo 'claim the structure -to be exempt an follows: Garage with no provision for occupancy - detached one and two family only Pier, Dock, etc. Other (Specify) I also certify that no structure listed above may be remodeled converted to a non-exempt use without being upgraded to fully comply with .the;�Vd`i 10I Signed: Dare: ./19 /9 -----------"------------------------- CERTIFICATION This certifies that the plans and specifications submitted aiJ sealed by the undersigned meet all oriterii" sat forth by the City of Atlantic Beach Coastal Construction Code. Root covering is exempt from the 110 mph requirements of the Coastal construct,�c .,. Code, but meet all the other requirements of the city of Atlantic Beach Building Code. (X) The structure including foundation, frame, roof deckir.9 , exterior walls and gloors, has been designed for wind loads ot 110 mph, with all design complying with...the 19,Y1 , chapter 12 . standard Building Code. M--W---W_Www�m---M---- --------------------- Windows, doors and all other exterior devices comply with 0-e- 110 mph wind load. ------------I-------- - - ----------------- -------- The structUr* is located outside the area affected by wa,:�_ forces I OR oture is capable of withstanding wave forces result!' The stru feet above msL includiiI.-: from & wave crest height uplift forceae --------------------- e A and the foundati( The Structure is located in FIA ZO11 water and erosl�:' . design has Considered possiblq exposure to OR d the foundation w" ' structure is located in FIA %OnO Y' an t,1. not be exposed to hydrodynamics hydrostatic loads or wat scour, OR -ompleted with floor elevatj�:.. (Allp troundation design has been 4 elevation, and to resist wavt! above the Specified Stillwater acting simultaneousl *-:, hwaindvnamiC, hydrostatic and wind loads I r 17 T I I., T!,.;^i T T 1" J1 J i t J." t J c"'k. IF 1 1 r-, 7 r CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : 4- Address : qol nc-E-o" h� Phone: Lot #-��4 Block or Unit Subdivision: 7jZ V�,- Contractor: �':F6 , �n (D 0j V3'Al- Address: 3V 01 S4-- 4\Gn-�-�&A�Phone No: Describe work to be done: 7 Present use of building: Valuation of Proposed Construction: Proposed use: i Is this an addition? If yes , what are the dimensions of the added space: ft . X ft. Will the added area be heated and cooled? Now electrical (or increase)? New plumbing fixtures?_ New fireplace?_New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER Date: 101099 Signature CONTRACTOR: Date:- QUO APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME--e " /-- MAILING ADDRESS PHONE MUMBERq.!5�--7�=_/J& ------------- DATE_ v SERVICE REQUESTED ------ --------- ------------ ---------------------- ---------------- SERVICE LOCATION_ 0 -g--Z- ------------- DATE SENT TO 9� DATE RETURNED PUBLIC WORKS ---- TO BUILD. DPT DATE OWNER NOTIFIED A-Y,e IlMLL HIL nLM ILL INU .Z4 ( DOUD -,ep i,:jy�:j4 11 ;zu iqo . uub Palewem QUO APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT MA"C_- --- --------------------- MAILING ADDRESS --,V 4zb --------------------- PHONE NUMBER.2k-Z--11-6-1-1 ----------- SERVICE REQUESTE D6-------------- - -----&------------ -------------- --------------------- SERVICE LOCATION,/Z- �V ------------------ Z-Q a,41V DATE SENT TO DATE RETURNED PUBLIC WORKS_ TO BUILD. DPT. ................ DATE OWNER NOTIFIED FLOODPLAIN DEVELOPHENT INFORMAT1011 Type of Developments.... Z_ Flood Zones-2< Required Lowest Floor Elevations............... rf building is located within a afLood hazard zone, a ourvey ou&.t be . ado AFTER THE SLAS K*9 BEEN POURED, certifying that tho LOWE;T FLOOR ELEVATION In equal to or above the ban* Slood elevation established for that zone& No final inspection will be made and no certificate of occupancy will be issued until the survey to on 1i le, with the Building Department. COMMENTS% Applicant . Acknowlahftesawnts I understand that the Issuance of this permit As 4matAngent upon the above information being corrodt and that the plans and mupporting dots have boon or shall be provided an 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. Date____9/_Z*1_ApplIcant'm Signature... ..................... ----------------------------------------------------- Department Use Required Lowest Floor 19lovatAon As SuAlt Lowest Floor Elevation Survey Filed with Building Department ........... -----------vi-�------- p mont Representative paUe 3 OWNER BUILDER PERHIT AFFIDAVIT Stuto of Florida I City of Atlantic Beach ) ,BEFORE/3ZME, the undersigned authority, personally bppearvd LE—J �e who upon fixot b#ing duly aiworn, doposen and says# A I -&yj�k t L and the legal owner of t4h& following pr;p*;ZY7------- Subdivision Block ..... ........ Late__ ARA I up applying for a building permit pursuant Lo Ithe Owner Builder exemption oat forth In Florida Statute* Section 462. 103. Florida low roquiren that % Fhave been provided witts thtr following DISCLOSURE STATEMENT& DISC�OSURE STATEMENT -State law requires construction to be dcpnw by licensed contractors. you have applied for a permit under an �xemption to that low. The exemption allows you* an the owner of your property# to act as your own contractor even though you do not have a license. You must supervise the construction yourself* You may build or Improve a one - or two gamily residence cor a farm outbuilding, You may also build or Imprcovo a commercial building at a cost of 025,000.00 or less. The building must be for your use and occupancy# it way not be built for solo or lease. XX you sell or looks, more then one building you have built yourself within one your after the construction In complete# the low will presume that you built It for sale or lease, which is a violation of this a,womptione Your construction must be done according to building codwe and zoning rogulationin. it to your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I hereby acknowledge that 2 have read the above DISCLOSURE STATEMENT and that I comply with all the requirements for the issuance of an Owner-Builder permit. Further, affient noywth not. Property Own*r Svorn to mind subse. Ib*d before tht-0 dev, V Job: (23488--FROHWEIN CONST.) / F1 25' SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOR CHORD 4x2 SR #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. a: 0 BOT CHORD 4x2 SP #2 N : 81 4x2 SP #1 Dense: C WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/504.73 LIVE AND L/367.OB TOTOAL LOAD. (f) RECOMENDED CAMBER TOP AND BOTTOM CHORDS 3/8" AT MIDSPAN. ru + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH W TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEIP BE SUPPLIED BY ERECTION CONTRACTOR. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. LO Ln I tn tf) to _9'3" —m ;n� B'6"5 6X6 W=2.5X4 5X4 5X5 1 . X4 .5X4 (R) Ixe 5X6 5X5 4X5 5X4 2X5 4X4 5X6 W-2.5X4 W=;) 5X4 QX6 VC 1-4- 10 5X7 5X6 5X5 4X5 -1 5X4 �4)X4 4Xb 2 K7 B1 LIS 3-3-0 2X5 16-0-0 -1-2-6-0-1- 3-3 0 20-0-0 '-2-6-0`2-V 3X5 W=2.5X4 W=HS210 W=2.5X,- 5) la 25' OVER 2 SUPPORTS R=1375# W=8" R=1375# W=B" Sm 59972 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/1/0/-/R/- Rev 17.2m SC LE = 0.2500 XXIMPORTANTX*ALPINE ENGINEERED PRODUCTS. INC. WARN I NGT'USSES REOUIAE EXTREME CARE TC LL 40 .0 PSF REF R235--63704 SMALL NOT BE RESPONSIBLE FOR ANY N HANDLING. EAECTION AND C=I DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BAACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 10 .0 PSF DATE 10/18/94 C=3 C=D FAILURE TO 13UILD THE TRUSS IN CONFORMANCE WITH OSTaS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE r� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTH QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 5.0 PSF DAW HCUSR235 94291501 r---I A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER C= TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTAC14EO PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF HQ-ENG AMB.Sf' AL IAN E CONNECTORS PER DRAWINGS 330. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TTRUSS C= CONFORM W/APPLICASLE PROVISIONS OF NOS 6 7PI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER MT 26 1994 TOT.LD. 55.0 PSF RUSSSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C=l I R.B. Brown,P.E. OUR.FAC. 1 .00 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTAACTOq. 6 3 7 0 4 -IPI - TRUSS PLATE INSTITUTF. W)S - 1991 NATIONAL DESIGN SPECIFICATION FOR WDOO CONSIRUCTION [SPACING 24.0" Job: (2348B--F-ROHWEIN CONST.) / F2 27*2'8 SY42 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TPUSS MFR. a: TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. C-) BOT CHORD 4x2 SP #2 N : B1 4x2 SP #2: c WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/548.99 LIVE AND L/399.27 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. SHIM ALL SUPPORTS TO SOLID BEARING. (0 WARNING: UPLIFT REACTION OF -265# OCCURED ON A NON-WIND jh. LOAD CASE. SPECIAL UPLIFT CONNECTION REQUIRED. ru LD PROVIDE HANGER AT RIGHT END OF TRUSS FOR 258.92 LBS. 0 0 2*6", 4X4 D) — 10-3" W=2.5X4 1 .5X4 (R) 3X4 3X5 3X4 3X3 3X3 1 ,5X43X4 3X5 4X5 4XIO -w=p ;ix4 3X4 X4 1'4' 10' 4X5 3Xt 4X5 B1 4X4 2Xb 4X4 5X4 4X5 4Xb 0X4 ' 3X4 3X4 6'4"8 4 - 1.5X4 (p X 4 W=2.5X4 2X4 5-5-0 10-2-15 4-4-2 _'_ 7-2-8 2.5X4 27*2"B R=1039# W=8" OVER 3 SUPPORTS R=1962# W=3"B AR=259# W=3" Seq: 59977 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/1/0/-/R/- Rev 17.2m SCALE = 0,2500 )(XIMPORTANT*MkLPINE ENGINEERED PRODUCTS. INC. WARNIN US ES REQUIRE EXTREME CAPE TC LL 40 .0 PSF REF R235--63705 'HALL NOT BE RESPONSIBLE FOR ANY qRN HANDLING. ERECTION AND TC DL 10 .0 PSF DATE 10/IB/94 r C C= C::::3 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN = = FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE C-' ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 5.0 PSF DRW HCUSR235 94291502 A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF "HC-ENG AMBSF' ALPINE C= CONNECTORS PER DRAWINGS 130, 150 L 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING PSF T SS T C=) = CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 2 6 199 TOT.LO. 55.0 JPF TRUSSSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THTS .00 C=) R.B.Brown,P.E. OUR.FAC. 1 111111 Jill 111111[1111111111111111 C= r___1 = = IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACT!!:::�. 3 0 5 ---TPI - TRUSS PLATE INSTITUTE. NOS - IM NATIONAL DESIGN SPECIFICATION FDA WOOD CONSTRUCTION ISPACING 24.0" 0 ! 0 Job: (234BB--FPOHWEIN CONST.) / F3 20*6"8 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. X n BOT CHORD 4x2 SP #1 Dense : 82 4x2 SP #2 N: c WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/550.28 LIVE AND L/400.20 TOTAL LOAD. in + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ru NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED To EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO W UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. LID LID PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1129.79 LBS. 11 ru LD W 2 6 W=2.5X4 10 '3" -1 '6 8'9"8 1_)4�5 4X6 1 .5WR 4X5 3X4 3X3 3X3 1 .5X4 3X3 3X4 4X5 W=P r-;YA T 1'4' + f 1 10. 4X6 4X4 3 nX 1 .6IR4 3n P 4 4X4 W=j 4X6 20 '6"B - C;2'�5 OVER 2 SUPPORTS _2X�) R=1130# W=8" R=1130# W=3" Seq: 59979 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/1/0/-/R/- Rev 17.2m SCALE = 0.3750 X*IMPORTANT XXALPINE ENGINEERED PRODUCTS. INC. WARNINGIRUSSES REOUIRE EXTREME CARE TIC ILL 40 .0 PSF REF R235--63706 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. EnECT:ON AND — C_—) C::-/SI DEVIATION FROM THIS DESIGN OR THESE SPEC IFICATIONS, OR ANY BRACING. SEE HIS-9t By TPI. SEE )HIS DESIGN TIC OL 10 0 PSF DATE 10/18/94 C= FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST8B BY 7PI. FOR ADDITIONAL SPECIAL PERMANENT-AiI 14L C= 17-1 17_� ALPINE CONNECTORS ARE MADE OF 20GA GAILY. STEEL MEETING ASTM QUIPEMENIS. UNLESS OTHERWISE INDICATED. lop BC DL 5 0 PSF DRW HCUSR235 94291503 r__1 A446 CA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACELI WITH PROPER 0 -ENG AMB SP c::3 C LL .0 PSF HC ALPINE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACKED PLYWOOD SHI BOTTOM CHORD CONNECTORS PER DRAWINGS 330. ISO & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED R1510 CEILING -- SEE OCT 2 6 1994 TOT.LD. 55 .0 PsF TRUSS C=1 CONFORM W/APPLICABLE PROVISIONS OF NDS & TPI. AN ENGINI ALPINE TECHNICAL UPDATE Wilso FOR ~FA I SEAL ON HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A CDPY 1,1 THIS R.B.Brown,P.E. 0 IN ONLY. AND SHALL NOT BE AELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS EAFC116N C 'AACTO" OUR.FAC. 1 00 E__) = C= C= 1= .0. 6 3 7 0 6 I -TPI - TRUSS PLATE INSTITUTE. NOS - IM NATIONAL DESIGN SPECIFICATION FOR WOW �005T '�.N [SPACING 2�4.0" Job: (23488--FFIOHWEIN CONST.) / F4 6-4 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. C-) BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD�. U) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED, PROVIDE HANGER AT LEFT END OF TRUSS FOR 348.33 LBS. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. w In PROVIDE HANGER AT RIGHT END OF TRUSS FOR 34B.33 LBS. LO .N ru LD 2-0"8 2*5" 1 -6" 2-5 QX4 3 3 X3 '3X4 -F Em m 10' -4 X-3 1 tLX 4 1 .5LX4 3X3 X4 6-4" 2X OVER 2 SUPPORTS R=348# W=3" R=348# W=3" SeA' 59981 PLT . TYP.- ALPINE DESIGN CRIT TPI FL/0/1/0/-/R/- Rev 17.2m SC LE = 0,5000 x)(IMPORTANTX XALPINE ENGINEERED PRODUCTS. I-. WARNING.`5ES REQUIRE EXTREME CARE TC LL 40 .0 PSF REF R235--63707 'HALL NOT BE RESPONSIBLE FOR ANY N HANDLING. ERECTION AND C= DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DE'5IGN TC DL 10 .0 PSF DATE 10/IB/94 3X3 r 5 X 4 r--1 =3 C= FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRAC'NS R; 5.0 PSF 'DRW HCUSA235 94291504 = C= c_:::) ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASYM QUIREMENTS. UNLESS OTHERWISE INOICAlf.. To BC OL r-1 C= 1= A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH?W.A /)l r—n TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 6OTTrV4 C14DRO BC LL 0 .0 PSF HC-ENG AMW LPINE CONNECTORS PER DRAWINGS 130, 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEIL I P4 -- SEE PSF r--3 I OCT 2 6 1994 TOT.LD. 55.0 C NFORM W/A PLI A LE PPOVISI OF NOS Z TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/l/91) tfl'PqDPER TRUSS SIE3 AL ON 7 HIP DACAWBING APPL Ir SONTS. THE COMPONENT DEPICTED.1 DRYWALL APPLICATION. FURNISH A COPY�Of` TtlIS R.9.Byown,P.E. DUR.FAC. 1 00 1111111 Jill Jill 11111111111[111111 C=l I N ONLY, AND S.ALLNOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA,:TOR. 7 0 .--IPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOUf)UON�;7HtlCjjMjl SPACING 4 .0 Job: (23488--FFIOHWEIN CONSTA / F5 38' SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. a: 0 BOT CHORD 4x2 SP #2 N : Bl 4X2 SP #2: c: WEBS 4x2 SP #3 In TRUSS DEFLECTION MEETS L/664.43 LIVE AND L/470.87 TOTAL LOAD. ru + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH W TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USElp BE SUPPLIED BY ERECTION CONTRACTOR. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. SHIM ALL SUPPORTS TO SOLID BEARING. N) LD LTI 0 Ln 4X4 10'3" 10'2"g 7*4"4 5 1 .5X4 (R) 3X5 W=2AX4 1 .5XA �X4 W=2 5X4 5X4 ': I - 3&4 3X3 3X31 ,5X4 3X5 4XP 4 0 1 .5X4 4X4 3X4 3X3 3 3 3X3 3X4 Tji4- 1 4" 10' 4X5 3X5 X�4X5 E3 4X4 5X4 5X4 4X5 4Xb rl JX3 3X3 M 3Xb 3XJ 1 .5X4 7AX 1 2 3 1 3X4 W=2. X4 4f4 - 12'7*'4 2 4 4 20'5"9 4' 11"3 1- I 2X5 1 .5X4 . 3X3 5-4-5 10-0-4 4-7-1 18-0-7 38' OVER 4 SUPPORTS R=1037# W=8" R=1573# W=3"B R=618# W=8" R=1053# W=3"8 Sm 59984 PLT. TYP.- ALPINE DESIGN CRIT T I FL/0/1/0/-/R/- Rev 17.2m SC LE = 0. 1875 r__l C= NXIMPORTANT*XALPI.EE.GINEERED PRODUCTS. INC. WARN I NG.RUSsEs REOUIRE EXTREME CARE TC LL 40 . 0 PSF REF R235--63708 SHALL NOT BE RESPONSIBLE FOR ANY N HANDLING, ERECTION AND r I DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY 8AACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC DL 10. 0 PSF DATE 10/IB/94 r-71 C= FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST88 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BR r___] � RE BC DL AC'MG ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATE.. TOP 5.0 PSF DRW HCUSR235 94291505 c7 A446 GR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER LPINE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF HQ-ENG AMB,5P CONNECTORS PEA DRAWINGS 130. 150 & 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE UPO OR P-_ TOT.LD. 55.0 PSF ='ATRUSS CONFORM W/APPLI CABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL ATE (7/1/911 F ROPER OCI 26 L,94 SEAL ON 7 HIS DRAWING APPL I ES TO THE COMPONENT DEPICTED"ERE RYWALL APPLICATION. FURNISH A COPY OF IHI% —3 R.B.Brown,P.E. DUR,FAC. 1 .00 Cz NL THER WAY. C= N 0 Y. AND SHALL NOT BE RELIED UPON IN ANY 0 ES IGN TO THE TRUSS ERECTION CONTRACTOQ. 3 7 0 8 C= = C= 1=3 ---TPI - TRUSS PLATE INSTITUTE. NOS - 199t NATIONAL DESIGN SPECIFICATION FOR W5DO CONST"UCTIUN ISPACING 24.0 0 1. 1 Job: (2348B--FROHWEIN CONST.) / F6 38' SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. m TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. n BOT CHORD 4x2 SP #2 N c: WEBS 4x2 SP #3 En TRUSS DEFLECTION MEETS L/564.51 LIVE AND L/397. 15 TOTAL LOAD. RECOMENDED CAMBER TOP AND BOTTOM CHORDS 3/8" AT MIDSPAN. + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH Ln NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO LO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. 1� N) SHIM ALL SUPPORTS TO SOLID BEARING. LO 0 6X6 10-3" - 19'6" 5 "5X4 f 5X4 5X6 5 W=2.� 2r K W=3X5 X 1 .5X4 (Rj) 5X6 5X5 4X4 5X4 2X� 4X4 5X6W=2.5X4 6X7 6X7%3X3 3X5 3X4 _3X4 -4 X-4 -4x4) 1 4" 010 Pu45X8 5X6 5X4 4X4 5X4 4X4 5Xb2XbbXb bX8 bX8 rl 4X!3 JX4 1 .5X4 � 14" 1 3 �X6 3X4 4 t5 13' 25 W=HS2510 W=2.5X4 W=2.5X4 3X41 9-0-0 -L_ 10-6-4 7-2-11 F.4,0, 9-10-8 20-0-0 6-8-15 2_-3-T_ 9-0-0 2X5 1.5X4 38' OVER 3 SUPPORTS R=1248# W=8" R=2588# W=3"B R=575# W=8" Seq: 59986 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/1/0/-/R/- Rev 17.2m SCALE = 0, 1875 )()(IMPORTANTXXALPINE ENGINEERED PRODUCTS. INC. WARNINGAUSSES FICOUIRE EXTREME CARE TC LL 40 .0 PSF REF R235--63709 SHALL NOT BE RESPONSIBLE FDA ANY I N HANDLING, ERECTION AND c=I CZZ) C=j DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIB-91 BY TPI. SEE 71115 USIGN TC DL 10 .0 PSF DATE 10/18/94 C= FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSY88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING HE C=) I ALPINE CONNECTORS ARE MADE OF 20GA DALY. STEEL MEET114G ASTM QUIAEMENTS. UNLESS OTHERWISE INDICATED. IOD Ir BC OL 5 .0 PSF DRW HCUSR235 94291506 A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PPWq /W-1 LPINE HIUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BUTTOM,CWM BC LL 0 .0 PSF HQ-ENG AMBSe CONNECTORS PER DRAWINGS 130, 150 & 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE C= CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOh PIWCA OCT 2 6 1994 TOT.LO. 55.0 PSF �ATRUSS SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF HIS C=:] R.B.Brown,P.E. OUR.FAC. 1 .00 11111 ql 111111111 lill IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTnAL lg�__ 3 0 9 C:zI E--:] I ---IPI - 1141155 PLATE INSTITUTE. NnS - 1991 NATIONAL DESIGN SPECIFICATION FDA WOOD CONSTRU1.11ON [SPACING 24,0" - - Job: (234BB--FROHWEIN CONST.) / F7 36'8" SY42 THIS DWG.-PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N : T2 4x2 SP #1 Dense: REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. C-) : T3 4x2 SP #2: c BOT CHORD 4x2 SP #1 Dense : 62 4x2 SP #2 N: TRUSS DEFLECTION MEETS L/525.90 LIVE AND L/370.35 TOTAL LOAD. WEBS 4x2 SP #3 RECOMENDED CAMBER TOP AND BOTTOM CHORDS 3/8" AT MIDSPAN. ru w NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH Ln UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO tD BE SUPPLIED BY ERECTION CONTRACTOR. b, SHIM ALL SUPPORTS TO SOLID BEARING. ru PROVIDE HANGER AT RIGHT END OF TRUSS FOR 519. 16 LBS. PROVIDE HANGER AT LEFT END OF TRUSS FOR 1186.06 LBS. LlI 0 _j L 9'5" 19,6" 4 5 3X3 T2 4X5 3X4 T3 4X6 4X5 3X4 3X3 4X4 I .5X4.) 3X3 3X6 4X5 4X6 5X7% w=HqPin 3X4 4X4 3X3 3X5 I T4 I F4- V V 10' M 4Xb 3X4 4X4 3X3 373 3X4 4X5 W�-.JAA 5X7 M 4X5 3 Xr%44 1 .5X4 3X3 2�5 24-2" - 4X6 4�5 12 2 1. 1 .5X4 1.5X4 �1 .5x 4 4X4/ 36-4" OVER 3 SUPPORTS R=1186# W=3" R=2554# W=3"8 R=519# W=3" Sm 59989 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/O/lZD./-/`R/- Rev 17.2m SC LE = 0. 1B75 r--1 C=3 I MPOR T ANT**ALPINE ENGINEEAED PRODUCTS. INC. WARN I NGYRUSSES REGUIRE EXTREME CARE TC LL 40 .0 PSF REF R235--63710 SHALL NOT BE RESPONSIBLE FOR ANY I N HANDLING. ERECTION AND D(VIAT[ON FAOM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SAACING, SEE 14IB-91 BY IPI. SEE THIS DESIGN TC DL 10 .0 PSF DATE 10/18/94 r r = c=I I= FAILURE TO BUILD THE TRUSS IN CoNFGAMAKE WITH GS788 BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRAC I NG RE = I= I= ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASYM QUIREMENTS. UNLESS OTHERWISE INDICATE I,. Top BC DL 5 .0 PSF ORW HCUSP235 942431507 c=I I---I A446 GA B EXCEPT AS NOTED. APPLY CONNECIDRS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER C= TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOR3 c= LPINE BC LL 0 .0 PSF HQ-ENG AMB r CONNECTORS PER DRAWINGS 130. 150 & 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --scr CON DAM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'5 ALPINE TECHNICAL UPDATE (7/t/91) FOR PROPER OCT 2 6 1994 TOT.LD. 55 .0 PSF TRUSS 5EAiF ON I HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A Copy OF IHIS =, = = _. R.R.'Rrom.P.E. DUR.FAC. 1 .00 =3 czD c=I L__I IN Ot&y. ANO-SHA-LL Nor of AELICG UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS fRECtION CONInACIOR. 6 3 1 0 ---tPI - TRUSS PLATE INSTITUTE._ NUS - 199t NATIDNAL DESIGN SPECIFICA71GN FOR WOOD CONSTRUC71ON SPACING 24.0" Job: (2348B--FROHWEIN CONST.) / F8 24'4* SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. X TOP CHORD 4x2 SP #2 N : T2 4x2 SP #1 Dense: REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #1 Dense : B3 4x2 SP #2 N: WEBS 4x2 SP #3 tn TRUSS DEFLECTION MEETS L/456.01 LIVE AND L/331.65 TOTAL LOAD. RECOMENDED CAMBER TOR AND BOTTOM CHORDS 3/8" AT MIDSPAN. + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH LIT NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO to UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. b, ru PROVIDE HANGER AT LEFT END OF TRUSS FOR 1329. 18 LBS. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1329. 1B LBS. LO 0 co 2*6" 9'5" 13'3" 4X6 4X4 T2 W=2.5X4 4X7 w=p rYd 3X5 3X4 4X4 i.5X4 3X3 3X5 3X6 4X6 4X7 10, AX7 _3�44 5X4 5X4 5X4 4X4 4X4 2X5 6X4 W�dxn 07 5X6 B3�3x4 7-9 2X5 17-0-7 7:BF-0-2-9-6 2X5 24'2'* OVER 2 SUPPORTS R=1329# W=3" R=1329# W=3" Se2: 59995 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/1/0/-/R/- Rev 17.2m SC LE = 0.2500 XXIMPORTANT XXALPINE ENGINEERED PRODUCISS. INC. WARNIN U EOUIRE EXTREME CARE TC LL 40 .0 PSF REF R235--63711 A qR SSES 4 SHALL NOT BE RESPONSIBLE FGR NY N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY IPI. SEE THIS DESIGN TC DL 10 .0 PSF DATE 10/18/94 D C= FAILURE TO BUILD 714E TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE C= ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 13C OL 5. 0 PSF DRW HCUSA235 94291508 r= C=I c=j C= E A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED W17H PROPER = r--j TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF HC-ENG AMBISC r__l' PINE C= CONNEC TORS PER DRAWINGS 130, 150 & 36OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1994 TOT.LD. 55. 0 PSF " CO FOAM W/APPLICABLE PROVISIONS OF NOS&TPI� AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/l/91) FOR PROPER OUT 2 TRUSS N T p P,.Brown,P.E. OUR FAC. 1 .00 SEAL ON HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ALL,.APPLICAIID". FURNISH A COPY OF THIS YW . THE I u' 3 7 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. D.RM RUSS ERECTION CONT TN9T I TUTF. M)S - 1991 NATIONAL --yPimuss PL ATE DESIGN SPECIFICATION FOR woon cowimcim. ___rspAcING 24.0" Job: (2348B--FROHWEIN CONSTA / F9 23'11'13 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. m C-) BOT CHORD 4x2 SP #i Dense : 83 4x2 SP #2 N.- WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/50B. 19 LIVE AND L/369.60 TOTAL LOAD. lu RECOMENDED CAMBER TOP AND BOTTOM CHORDS 3/B" AT MIDSPAN. w + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH LIT NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. PROVIDE HANGER AT LEFT END OF TRUSS FOR 1319. 13 LBS. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1319. 13 LBS. LD Ln 0 (D 9*5" 6 4X6 13 0 13 W=2.5X4___� 4X7 W=P ;�YA 3X3 5X5 4X5 5X4 4X4 4X4 4X6 5X5 3X3 4X6 4X7 T�4- 1'4' 10, 4X 3Y-4 5X5 5X4 2X5 4X4 4X4 2�5 W=V5 , '- — I , B!j\4X7 5X7 3X4 2 16-B-9 -1--6-'9-2-11-7 2X5 2X5 2X5 23' I I" 13 OVER 2 SUPPORTS R=1319# W=3" R=1319# W=3" Se2: 59999 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/1/0/-/R/- Rev 17.2m SC LE = 0.2500 XXIMPORTANTX)(ALPLI ME E NGINEEAEO PRODUCTS. INC. WARN I NGT""SSES REOUIRE EXYRE.E CARE TC LL 40 .0 PSF REF R235--63712 A N 7 HE RESPONSIBLE FOR ANY N HANDLING. EREC11ON AND OLVIATION FROM THIS DESIGN SIH I I LESE0 SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY Ill. SEE THIS DESIGN TC OL 10 . 0 PSF DATE 10/18/94 01 7 C=I C= E FAILURE TO BUILD THE TRUSS I N CONFORMANCE WITH aST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE E=1 = ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENM UNLESS OTHERWISE INDICATED TOP BC OL 5. 0 PSF ORW HCUSR235 94291509 C= r-71 = A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ALPININE -ENG AABI��P E = IRUS5 AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF HC CONNECTORS PER DRAWINGS t30. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SE� TSS 1=3 C NFOA W/APPLICABLE PROVISIONS OF NDS G 7PI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/91) FOR PRDP�*A OCT 2 6 1994 TOT.LD. 55. 0 PSF TRUSS SEOAL OM THIS DRAWING All�IS 1. 1111 COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF IP S R,!3n),wn,P.E. OUR.FAC. 1 .00 I S L F.. c=I C771 r--1 CZD 1= N NL-Y. AN. HA L NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRAC 3 7 1 2 N i-A SPACING TOR' 1—.--TPI - TRUSS PLATE INSTITUTE_ NOS_- 1991-NATIONAL DESIGN SPECIFICATION FDA WOOD CONSIRUCTID 24 .0 Job: (234BB--FROHWEIN CONST.) FIO 11'10"8 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. a: TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. n BOT CHORD 4x2 SP #2 N c: WEBS 4x2 SR #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/745. 12 TOTAL LOAD. Ln + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ru NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. LIP u3 PROVIDE HANGER AT LEFT END OF TRUSS FOR 653. 12 LBS. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 653. 12 LBS. b, ru tD Ln 0 2 6 4 '5" 1 -6" F-5' 11"B 3X5 3X3 4X 1 .5X43X3 3X3 QX5 _F _F �X�3 10 IX�4 44 XA 4 t 3X4 -'A" I'q .5X4 11 ' 10"B (�X_4 OVER 2 SUPPORTS 2 X R=653# W=3" R=653# W=3" Sm 60001 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/1/0/-/R/- Rev 17.2m SC LE = 0.5000 C= N*IMPORTANT*)(ALPINE ENGINEERED PRODUCTS, INC. WARNINGTRussES REQUIRE EXTREME CARE TC LL 40 .0 PSF REF R235--637i3 SHALL NOT BE RESPONSIBLE FOR ANY N HANDLING, ERECTION AND r___j DEVIATION FROM THIS DESIGN OR THESE SPEC IFICATIONS, On ANY SPACING. SEE HID-91 BY TPI. SEE 11115 DESIGN TC DL 10 .0 PSF DATE 1O/lB/94 FAILURE TO BUILD THE TRUSS N CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE I cz:l C= r--- At-PINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INOICATLO. TOP BC OL 5 .0 PSF DRW HCUSR235 94291510 A446 GR 8 EXCEPT AS NOTED. A PLYEC N CTDR DTO,EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH FROPCH P TRUSS AND UNLESS OTHERWISE LOCAT ODOtN&THISS ES GN, POSITION LY ATTACHED PLYWOOD SHEATHING. SOTTO'A G'HURO 13C LL 0 .0 PSF HC-ENG AMB,5fp LPINE CONNECTORS PER DRAWINGS 1 30, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILIW, --SEE C OCT 2 6 1994 TOT.LD. 55.0 PSF C=)ATRUSS ONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE t7/t/91) FU0 PWER C=l SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUPNISN A COPy"_T THIS R.q.Brown,P.E. DUR.FAC. 1 .00 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA 01' 3 7 1 3 I= C=) = C=I E= ---Tf't - TIRISS PtATE INSTITUTF. NOS - 1991 NATIONAL OESIGN SPECIFICATION FOli W0011 ISPACING 24.0" I � I job: (23ABB--FROHWEIN CONST.) / Fil 110805 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. X TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. n BOT CHORD Ax2 SP #2 N c WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/738.57 TOTAL LOAD. U) + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ru NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. Ln PROVIDE HANGER AT LEFT END OF TRUSS FOR 643. 10 LBS. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 643. 10 LBS. ru (D Ln 2 6 4 '2" 13 -1- 1 '6" 5' 11 "B QX5 3X3 1 . X4 .1. X43X3 3X3 QX5 10, 3X4 -3fx;--3 t3L fX:5 3X4 (ZX4 OVER 2 SUPPORTS 2X R=643# W=3" R=643# W=3" Sm 60003 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/1/0/-/R/- Rev 17.2m SC LE = 0.5000 X*IMPORTANT)()(ALPINE ENGINEERED PRODUCTS, INC. WARN I NGTRUSSES REQUIRE EXTREME CARE TC LL 40 .0 PSF REF R235--63714 SHALL NOT BE RESPONSIBLE FOR ANY I N HANDLING. ERECTION ANn DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DELIGH TC DL 10 .0 PSF DATE 10/18/94 r C= r_-1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT 139"CIP, M ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICAT2. TOP BC DL 5. 0 PSF DRW HCUSR235 94291511 P C= A446 GA 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH POPER LPINE C=] TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 60170.CHORD BC LL 0 .0 PSF HQ-ENG AMB SP 1=3 r= CONNECTORS PER DRAWINGS 130, 150 & t60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEIONG -- SEE OCT261994 TOT.LD. 55.0 PSF =', 'ATRUSS CONFORM W/APPLICASLE PROVISIONS OF NOS & TPI. AN ENGINEEA'S ALPINE TECHNICAL UPDATE (7/1/91) Frw PPOPEP C=) SEAL ON THI S DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FUTINISH A C!JPY hr THIS R.B.�Brown,P.E. DUR.FAC. 1 .00 _LN_OW Y. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS EREC71ON CnN?AACTOR. 3 7 1 4 11111fS PIATE INVITUIE. M)F - 1991 NATIONAL DESIGN SPECIFICATION TOT#W001)rl)NSI;�fff ISPACING 24.0" Job: (23488--FROHWEIN CONSTA / FG12 14'3"8 FLAT GD THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 13Y TRUSS MFR, TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required 0 BOT CHORD 2x6 SP #2 N cz WEBS 2x4 SP #3 In NAILING SCHEDULE: (16d--box nailsT— 33 - — ru TOP CHORD: I ROW @ 16 ' D.C . w TRUSS DEFLECTION MEETS L/999 LIVE AND L/860. 1B TOTAL LOAD. BOT CHORD: I ROW @ 16" D.C. Ln WEBS : I ROW @ 4" D.C. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS ED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. IN EACH ROW TO AVOID SPLITTING. Z, ru THIS GIRDER DESIGNED TO CARRY 06-04-08 TRUSSES FRAMING TO to BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. ru 1.5X4 3X5 2,5X4 2.5X4 3X5 1 ,5 4 -F n n L--j 10' 2.5X4 3X5 14*3"B 3X5 OVER 2 SUPPORTS 3X5 R=1588# W=B" R=1588# W=3"B Seq: 60005 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/1/0/-/R/- Rev 17.2m SCALE = 0.5000 =3 = ALPINE ENGINEERED PRODUCTS. INC. WARN I NGT U SES REQUIRE EXTREME CARE TC LL 40 .0 PSF REF R235--63715 XXIMPORTANTXX S 'A SS HALL NOT BE RESPONSIBLE FOR ANY N HANDLING, ERECTION AND r--D 1=1 L:�D E---I IH-VIAIION FROM THIS DESIGN OR TIIESE SPECIFICATIONS. OR ANY enACING. SEE HID-91 BY TPI, SEE 1111S DE51GN TC DL 10 .0 PSF DATE 10/18/94 C� = = = C-� PAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING fif E=) C= ALPINE CONNECTORS ARE WAGE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICAFED, TrP BC DL 5.0 PSF DRW HCUSA235 94291512 A446 GR 8 EXCEPT AS NOTED. APPLY CONNEC70RS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PnCPEFI TRUSS AND UNLESS OTHERW15E LOCATED ON THIS DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING. BOTTOM Ct.3HO BC LL 0 .0 PSF HC-ENG AMB 5P PINE CT r---I CONNE ORS PER DRAWINGS 130. 150 L 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILINC -- SEE OCT 2 6 1%4 TOT.LD. 55.0 PSF T R AUS S CONFORM WAPPLICABLE PROVISIONS OF NOS L YPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FOk PrAft4 SE AL N I HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI 5 C=1 C= IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRAL,IOR R.B.Brown,P.E. OUR.FAC. 1 .00 = = = = C----3 - 3 7 1 5 I'--TPI - ]AUSS PLATE INSTITUIV. W)S - Jcj9j NATIONAL DESIGN SPECIFICATION FOR WOOD rOWSIMICTFUN ISPACING SEE ABOVE Job: (234BB--FROHWETN CONSTA / FG13 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. M TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required 0 BOT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP #3 In NAILING SCHEDULE: (16d__0ox—nai ru TOP CHORD: I ROW @ 16" D.C . w TRUSS DEFLECTION MEETS L/999 LIVE AND L/951 .88 TOTAL LOAD. BOT CHORD: I ROW @ 3" o.c . Ln WEBS : I ROW @ 4" o.c . NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS LO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. IN EACH ROW TO AVOID SPLITTING. b, R) PROVIDE HANGER AT LEFT END OF TRUSS FOR 417B.27 LBS. THIS GIRDER DESIGNED TO CARRY 12-02-00 TRUSSES FRAMING TO to BOTTOM CHORD FROM ONE SIDE AND 24-02-00 TRUSSES FRAMING -TO BOTTOM CHORD FROM OTHER SIDE. I 5X4 3XIO 2,5X4 3X10 1 ,5X4 _F n 10' 6X7 8'6" 6X7 r 16X6 OVER 2 SUPPORTS 5X6 R=4178# W=3" R=4178# W=3"B Se 60007 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/1/0/-/R/- Rev 17.2m SCZE = 0.5000 C= C= = x)(IMPORTANT*)(ALPINE ENGINEERED PRODUCTS. INC. WARNIN S AEOUIRE EXTREME CARE TC LL 40 .0 PSF REF R235--63716 SHALL NOT BE RESPONSIBLE FOR ANY qlNIUSHCASNOLING. ERECTION AND C= 1=71 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI. SEE IHIS DESIGN TC OL 10 .0 PSF DATE 10118194 C=] FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRA ING RE c I T C 5 .0 PSF DRW HCUSR235 94291513 C= ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICA ED BC DL r�� A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PqOPER C= BC LL 0 .0 PSF HC-ENG AMB'5(? cz::3 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CH()i�0 31 LPINE CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WIT"PROPERLY ATTACHED RIGID CEILING -- SEE =1 CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/91) FOR PFOPER OCT 2 6 1994 TOT.LO. 55.0 PSF r= TRUSS SE AL ON 7141S DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF�y Brown,P.E. DUR.FAC. 1 .00 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTM4. 6 3 1 6 SPACING I - - C= C IP[ - TRUSS PLATE IWUYITUTE, NOS - 109t NATIONAL DESIGN SPECIFICATION FOR W000 CONG1111101f1w SEE ABOVE I . I Job: (23488--FROHWEIN-CONST.) FG14 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N 2 Complete Trusses Required C-) BOT CHORD 2x6 SP #2 N c WEBS 2x4 SP #3 cn NAILING SCHEDULE: (i 6d--Do x__na i I s7'- 33 TOP CHORD: I ROW @ 4" D.C. ru TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. BOT CHORD: I ROW @ 16" D.C. W WEBS : I ROW @ 4" D.C . Ln NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. IN EACH ROW TO AVOID SPLITTING. ru THIS GIRDER DESIGNED TO CARRY 06-04-08 TRUSSES FRAMING TO LO TOP CHORD FROM ONE SIDE AND 20-06-08 TRUSSES FRAMING TO TOP CHORD FROM OTHER SIDE. I 5X4 2,5X4 2,5X4 1 .5 4 —F n n u 10' 2.5X4 2 SUPPORTS 3X:P R=1494# W=3"8 R=1494# W=3"8 Seq: 60009 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/1/0/-/R/- Rev 17.2m SCALE = 0.5000 x*IMPORTANT**ALPI-E ENGINEERED PRODUCTS. INC. WARNING;RUSSES REOUIRE EXTRE14E CARE TC LL 40 .0 PSF REF R235--63717 SHALL NOT BE RESPONSIBLE FOR ANY N HANDLING. ERECTION AND - C= DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE INIS DESIGN TC DL 10 .0 PSF DATE 10/18/94 r= THIS, FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH QST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE C= ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIAEMENTS. UNLESS OTHERWISE INOICATED,.PT BC OL 5.0 PSF ORW HCLJSR235 94291514 = P -P A446 ON 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH LPINE C=3 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 -0 PSF �C-ENG AMB-5 P CONNECTORS PER DRAWINGS 230. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE C A I OCT 2 6 1%4 TOT.LD. 55 .0 PSF TRUSS ONFORM W/,,PPL CABLE PROVISIOMS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER S AL ON TH DRAWING APPL ES TO THE COMPONENT DEPICTED HERE I 11Y1ALL'.A11 ICA I ION. FUANfSH A COPY OF R.B. Brown,P.E. DUR.FAC. 1 .00 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN "" TRUSS ERECTION CONTRACTOR I C= -rf,t - mass PLATE rwrfrurc. NOS - 199t NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ]SPACING SEE ARnv 3 1 7