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Permit 1109-1113 Hibiscus Street ADDRESS (f&J 7- BTJILDING PERMIT NUMBER yl ///l, INSPECTIONS: FOOTING / a �2 UNDER SLAB PLUMBING t/- SLAB FRAMING COVER-UP 96 INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 113V7 v, // 3 �4 7-P III o1v INSPECTIONS ROUGH / _ FINAL 3 _ 17 MECHANICAL PERMIT PLUMBING PERMIT NOTES: 45!- b co lcr-5^ 7-0�'-0^2'-0*3'-V IAI-;* r r CONCP PATIO x 12' C.,x A\C PADS 7-T'SMACK SMACK CCW-R DM Cal 20xa 2O^XIO` 0 OTF-�� 4.L;;� 0, -13ISCUS STFEET PDEEAN RSSELL CONSTRUCTION _F-A ATLANTIC r.,,_.-.CH TPLOT PLAN / 109 - 1 / 1 -3 ln- 6o&r�eW 4S' oF -L—T..A- I Wi-rw 'rwf- bis C,L/ -s S L DATE 101-12 '��-ALE:1/16-= I TLR. C- WOOT> Je A.Up %Nb- vrv-4-r.S 4,1 o.c. IX4 Faiame- cov-4 IGMUCCC2, =OkA e.PAI..V. WA -4r,)P!, 4L 2XA IP'V. P6-NN149 w/ Vj/ 0 NAA W.AOk. ............. r7-'&AAIL- Po%�y—/ p"t c A, L-- r-. c..,,r i Q va .41 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 ........ INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000862 Date 6/16/09 Property Address . . . . . . 1113 HIBISCUS ST Application type description SIDING PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 ---------------------------------------------------------------------------- Application desc REPLACE T1-11 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ROGERS OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation 1500 Expiration Date . . 12/13/09 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH aOO SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE'(904)247-5826 a FAX NO.:(904)247-5645 -DEPT@COAB.US BUILDING BUILDING PERMIT APPLICATION DUVAL COUNTY �!"�A.'JOBADDRESS*.:: A TiON-OF WORK`��:��,�, ` 13.SQ;FF.UNDER 2.VALUA ROOF�. F7 5.CLASS OFWORK;*�` 6.USE,OF STRUCTURE� 4.LEGAL IPTION.` 0 NEW BUILDING 11 DEMOLITION ErRESIDENTLAL LOT-BLOCK-SUB DIVISION 11 ADDITION 11 CONVERTING USE 11 COMMERCIAL &FIRE SPRINKLER:�, .r,,:.7,DESCRIPTION OF WORK:.�- Y- ALTERATION 11 ACCESSORY BLDG. YES KN/A A:REPAIR OPOOL/SPA 4vb 414 11 MOVE El OTHER 11 NO ""''-- - :l� �'ARCIHITECTIENGINEER!,. 4W Ty W R., OPER 0 NE 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: r 18.ADDRESS: 26.ADDRESS: 11.Of-FiCE PHONE., 11Z FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 117- 11714p?9-f I I I 13.CELL PHONE' 21.CELL PHONE: 29.CELL PHONE: &/j- qo(ol 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: com FEE SIMPLE TITLE HOLDER� 1..��7, (0-6illEER tlk 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 35.ADDRESS: Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a perTnit and that all work will be performed to meet the standards of all laws regulating Construction in this jurisdiction. This perTnit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNEWS AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ? 77,!. N ........... CONTKACTOW',,-��, ER or AGENT' 710W Ualifler n y ��V; Dt ofXtibmey or Agen*cy Cefter Required) C),I ,fowar Sign Date: Signed: Data: Before me this day of 2009 in the county of Before me this day of 2009 in the county of Duval,S f Flo a,he p s all appe ad Duval,State of Florida,has personally appeared 1r\ Lk herin by himself/herself ang Affirms fhat-11 statE I declarations are harin by himself/herself and affirms that all statements and declarations are true and accurate. Notary Public at te Of k-1 Notary Public at Large,State of_,County of true and accurate. County 4 W-� 11 Pe onally own 11 Personally Known [2 Pro ured Ide tion- 13 Produced Identifiration- Notary Sig Notary Signatuf miWY I-GKPKAivl r Florida -1%MTMVVFjE51)FOR CODE CokPdANCE S N W 0 oa� rimission Expirese yCor CITY OF ATLANTIC BEA H 5 z mn�jssion#DD 51 oF f�,, National Not s SEE PERMITS FOR ADDITIONAL BLD It 1i -ti REQUIREMENTS AND CONDITIONS. LE COPY , i REVIEWWBY. DATE: I LL- City of Atlantic Beach APPUCATION NUMBER Building Department (To be assigned by the Building De0artment.) 800 Seminole Road 6 q- Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 .. ......... E-mail: building-dept@coab.us Date routed: City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: — 47 ent review required Yes., o Juilding _") - V Applicant: ning&Zoning Tree Administrator Project: Public Works Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. E]Denied. (Circle one.) Comments: (]�UI:LDIDNG PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: ElApproved as revised. F�Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ElApproved as revised. F-IDenied. Comments: Reviewed by: Date: Revised 06114109 x 'j; A IN11'ertificate of Mtu of A flonfic Near4 — Flariba Department of Nuilbing hopection 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 uarious ordinances regulating building construction or use For the following. Use Classification Duplex Residence Bldg.PermitNo. 11118 Groupwjraing Type Construction dP -- Fire District----At;14rLtic Beach 341 15th Avenue South Owner of Building --DA--an--Rus-s�l Address -jaeksvr�lle Beach, FL 3225( Bu( g Address 1-%9 -b i S C u 9-5-t—e- Locality--At lant ic Beach_,_ FL 32233 By: -- DON C. FORD Building OfficiaA Date: POST IN A CONSPICUOUS PLACE rifop . . . . . . . . . .. q 0 -1 ;j 1:1-1,1MM11 11,1-11, if-rate of trt Otu of Atlanti( Near4 — Apriba Department of Nuilbing linspertion This Certificate issued pursuant to the requirements of Section 103,8 of the Southern Standard Building Code certifying that at the time of issuance thisstructure was in compliance with the uarious ordinances regulating building construction or use. For the following. use Classification_P��lex Residence Bldg. Permit No. 11119 Groupw..f rame Type Construction 42 Fir,Distr4tj Atlantic Beach 3 Owner of Building Dean Russell Address —15tl Avenue South — Jaeksonville Beaeh, FL 50 8:�Addre 1)11 31b i s c us St, Locality lantic Beach, FL 32233 ss By: —DON (�.� ORD 8 ul� ldin Off.c'. Date: Ik POST IN A CONSPICUOUS PLACE MAP ShOWING BOUNDARY SuRVEY OF THE- SDU-rH 2.50 FT---e-r 01�:= L-0T_ 4 ) To&G-rHeZ W(T-f-+ -1-4-+E 0OF—T" 40 P-r--F-7 0 P. L_v_r s ) (3 L-0c,K 19 15 ) 5F_rC_-rl0�,J `H ATLArQTIC_ 13(�A,C+4 AS RECORDED IN PLAT BOOK 10 PAGES -34 —OF THE CURRENT PUBLIC RECORDS OF DOVAL —COUNTY,FLORIDA. 157-EWA,e-r 7-17-z-E �-o. CERTIFIED TO DEAtJ I2_L)55F_tj_ c-c)QS-rjzuc_-riao�J co&4pAtj\/ PleoPL.,—_5 F=-iizs-r cotAL4uo)Ty SAQ< V_-)A-r5otj 5 05130V_?,Je P.A. i F71 p -r Li&d n," "C>,e- + J. Lo-r Fou Pico 1, P. �y' ui G it, w 00, .0, Z07- 5 �a=3),e 3' Ale_ pAC> d) 43 C-rAkA6,5 0 LA C\ w 4'"� C Lu .00 VBI 9 1 oo _j Q� 0 FOO li 0 VZ1 (.r. I I . p0j"D LD-r 4 14 A-4A�W14 1,99r, rc), 5/-/JLU oc7AJAi�_ 1 4 rjjSS IT KARS THE SIGNATURE AND THE 13RIGINAL RAISED SEAL [IF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING,SKTCHI -OR__MA"S,_Fl3R INFORMATInMAL PLIVIP111113i'M MA V ANTI flit UnT WAii fn MAP ShJWING BOUNDARY SJRVEY OF TH E QC)W--rW 4Z.15 Of=- T-H C- SCX)TH 4 G c=-EEF_( Or-= t�_o-r 4, 13L-OC- K- 19 5 E:-r C--r 10 fQ "H ** /-\-rL-A-fQ T I C_ (3 e:AC_+-I AS RECORDED IN PLAT BOOK '0 PAGES 34 -OF THE CURRENT PUBLIC RECORDS OF DuVAL -COUNTY, FLORIDA. CERTIFIED TO DEArJ I2_c)5SSU_ c-0QS-rP_Uc-Tlof0 c,0"PAJkJl1 P'aOPL�E5 F=I;ZS'r C4�:)"OL4UO)7'y j3Akj<_ V.)A-r!SotJ (:55(30I2_i-JF_ P.A. 0 L-0 T 4 Fou pio lo�z I P. U2 5(09 7J 00 e to 0.7' 25 ui fo. % Of a 0 k*_- k( IN -90. e eo-lo VAle err Z07- 0 tR 1p lj� N 0 Fa)0 D 1/� -0 < Lo-r ro rL MAIZr_" 14-, 1 99C, T-0 5++oLA-) $=(tJAL_ ftJSS IT KARS THE SIGNATURE ANDPUTMPE QRSIGMI RANIBSED SNnAL OAF A MORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING.SKETCH, OR PC I X rl IL I!t I V I In + -4 1-LL) U�_:—L-L-L J-11 i riAM-21-90 THU 22 : 12 RICHARD A MILLER 91 ASSOC 904 721 5750 WAXP WHOWING W0U__W9iAnysunvisy0F AS RE-CORDED IN PL'AT BOOK— PAGES ----,-OF THE CURRENT PUBLIC RECOROS OF- -fR !,�%_4�_COUATY.FLOAil)A. -rl r-4&F 4cM44AI-4A.17-Y cn--7. 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A&- I -lip a All 4 A L CITY OF 8W SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: 3 / 4 - � 4 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 //0 �' A ///_3 f Sincerely, ui?d'ng Department --- -------- Tertifirate of Orrupancu (9itu of Atlantic N=4 — Nforiba DeVartmed of "ludbing Insvertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification�!��Resi�de�nce Bldg. Permit No. 1 19 frame Atlantic Beach Group'o�* � Type Construction —4—P Fire District 341 15bh AVenue South Owner of Building Dean Russell Iddres' jaeksonville Beach, FL—RZ50 BuKngAddress 1113 lUbisdus St- Wcality �tlantic Beach, FL 32233 By: DON C. FORD Building Officialf Date: POST IN A CONSPICUOUS PLACE CITY OF -4&444-C 12 aac/f-99&U,4& Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A,M. Received PM ess Locality Owner's N BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough Air Cond. & Re Rooting Slab Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION kM, Mon, Tues. - Wed. LThu)r Friday RM, -2-13--f46 AIL �7pection Made �pector— 04&� L�Ek i RUSSELL Ult 1,�T 446 P01-2 flviR 13 "96 1-4:45 MAP Sk,.,eWING BOUNDARY SL AVEY OF Hia' 50(-)7H 4S PV-E-r OF-: LCr- 4 ) TO(�,G-rH82- W(-Ff-+ -FHE �Jow_'r4 40 pi�_E-r 0 L.0-r 5 L-or-1:: 119 5 5eC_-rl0lQ "H 4TL_ANJ-rlC_ f3f_-AC_+4 AS RECORDED IN PLAT BOOK 26 PAGES 34 —OF THE CURRENT PUBLIC RECORDS OF DUVAL -COUPITY.FLORIDA. CERTIFIED TO C>eA&j MAR 131 B ng and'; ujidi �-ningm 0 j Lo-r A$ oe fitl 02 5191 ole Lu 20 J Zo -44' LN 44,1' Al) lio 6.2 ,oo )JE stag J L&L IT BEARS rHC,$IGNAY AND.TME OR[ MAP I-! rfo RA.l.;ED_SCA6 [IF ArLORIDA LICENSED SURVF7Yno &ub mApoco TUT6 Tert trate of Mrrupanq Otu of Atlantic Neac4 — 3loriba 13tvartment of 'Nuilbing Inspation This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Duplex Residence rmitNo. Bldg.Pe GroupW-I�1-r a—me Type Construction -dR— Fire Dist ict At antic Beac 341 1 t Avenue South Owner of Building DiPan lucap'l 1 Jaek-senville Beeeh, FL 32251 BuKng Address—1 1Q9 Wbiscus St. Locality Atlantic Beach, FL 32233 By: DON C. FORD L ly,-- -3- I Building Officialk Date: POST IN A CONSPICUOUS PLACE --------------- 0 % CITY OF I&I dA Office of Building Official REQUEST FOR INSPECTION Date— Permit No. Time A.M Received PM, �j Owner's ;Xbddress Locality Name _ �,/� Contractor,4 J,e, DO CONCRETE ELECTRICAL PLUMBING MECHANIC\AL—. Footing Rough Wiring Rough Air Cond. & R9, Rooting Slab Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION-___ A.M, Mon. Tues, Wed. Thu's Friday—PM. Inspection Made 3 A.M. :-�-Pec!or FtTaT—inspection `�1111--"-—.10 .. Date Ps . -w MA k.-MING BOUNDARY SL AVEY OF so(..�-rH 4s Me-r Or,= _(-Or- 4 , Tor,6-rH82- W(T-114 -rt4r--- 40 ro,r 5 ) (5c-OCK 11915 ) 5 **1-4 ATL_ANjr)c_ i3L—_Ar_+4 AS RECORDED IN PLAT BOOK-163 PAGES_ -34 —OF THE CURRENT PUBLIC RECORDS 0 __ 00 JAL –COUNTY,FLORIDA. CERTIFIED TO DeAtJ lZ055e(_L C-0�JS-rp_uLTtoi\j V1 MAR 13 ,19, uj,ding- and,ZOn&, j pe QR 15(@9 '4A Lu 7�3 20 QY r-IMIS140D F-LoOP— Zo Z'01 44o,' ZIP 00 ILI 62 loo f SIG,) CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 ISO- Permit Number: 20052 Address: 1113 HIBISCUS STREET Permit Type: DRIVEWAY ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):4 Block: 195 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: Date Issued: 5/12/2000 Name: LAM, LAWRENCE & JANET Total Fees: 50.00 Address: 1113 HIBISCUS STREET Amount Paid: 50.001, ATLANTIC BEACH, FL 32233 Date Paid: 5/12/2000 Phone; (000)000-0000 Work Desc: DRIVEWAY AND-SLAB FOR,PAT16 PROPERTY OWNER PERMIT 50.00 g1m; ad-MEE FOOTING SLAB' NOTICF.-INSPECTIONS'.tMUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP�AND HAULED�AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WIT14 THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOA,BUILDING IMPROVEMENTS-11 ISSUED ACCORDING TO APPROVED PLANS'WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. L _,, C__ q1 Date: 5/17/00 81 Receipt 15Lu@ 14 ATLANTIC BEACH BUILDI T. CHECKS - 5558iL:6 00100003221000 1313 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS DATE C,00& PERMIT NO. ISSUED BY THE: CITY ,JOB ADDRESS sit-, VALUATION $ PERMITTEE PERM=EADDRESSf 2 C^j TELEPHONE NO. REouESTING PERMISSION FROM THE CITaY ATfiTIc BEACH TO CON UCT at:A rAv!e kj A Z-o ')e,4" ) &Mb 2iA Aarld 112-')(124!,x-q1" % I LOCATIONS: (REFERENCE TO CROSS-STREET)A&jaWjqL -4f cr-frec-4 /M .'16atwn At- !?a APPLICANT DECLARES THAT PRIOR TO FILING THIS APPLICATION HE HAS ASCERTAINED THE LOCATION OF ALL EXISTING UTILITIES, BOTH AERIAL AND UNDERGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. A LETTER OF NOTIFICATION WAS MAILED TO THE FOLLOWING UTILITi /MUNICIPALITIES: JACKSONVILLE ELECTRIC AUTHORITY YES ( �A ) No (40 ) DATE: BELL SOUTH TELEPHONE COMPANY YE:s ( ) No (40� DATE: FERRELL GAS YES ( ) No (V DATE: MEDIA ONE CABLE TV YES ( ) No (a/ DATE: 2. WHENEVER NECESSARY FOR THE CONSTRUCTION, REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIENT OPERATION, ALTERATION OR RELOCATION OF ALL, OR ANY PORTION OF SAID STREET OR EASEMENT AS DETERMINED BY THE DIRECTOR OF PUBLIC WORKS, ANY OR ALL OF SAID POLES, WIRES, PIPES, CABI FS OR OTHER FACILITIES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS, AND AT THE EXPENSE OF THE PERMiTTEE UNLESS REIMBURSEMENT IS AUTHORIZED. 3. ALL WORK SHALL MEET CITY OF ATLANTIC BEACH OR FLORIDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OF 11SAW& (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT-&-A-- TELEPHONE No.z"-;Us 4. ALL MATERIALS AND EOUIPMENT SHALL BE SUBJECT TO INSPECTION BY THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE. 5. ALL CITY PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION AS FAR AS PRACTICAL, IN KEEPING WITH CITY SPECIFICATIONS AND THE MANNER SATISFACTORY TO THE CITY. 6. A SKETCH OR PLANS COVERING DETAILS OF THIS INSTALLATION SHALL BE MADE A PART OF THIS PERMIT. 7. THIS PERmiTTEE SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD AITH WITH I N-3-0--DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHIN_ DAYS. IF THE BEGINNING DATE IS MORE THAN 50 DAYS FROM DATE OF PERMIT APPROVAL, THEN PERMITTEE MUST REVIEW THE PERMIT WITH THE DIRECTOR OF PUBLIC WORKS TO MAKE SURE NO CHANGES HAVE OCCURRED IN THE AREA THAT WOULD AFFECT THE PERMITTED CONSTRUCTION, a. IT IS UNDERSTOOD AND AGREED THAT THE: RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY To THE EXTENT OF THE CITY'S RIGHT, TITLE AND INTEREST IN THE LAND TO BE ENTERED UPON AND USED BY THE HOLDER, AND THE HOLDER WILL, AT ALL TIMES, ASSUME ALL RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS THE CITY OF ATLANTIC BEACH FROM AND AGAINST ANY AND ALL LOSS, DAMAGE, AND COST OF EXPENSES ARISING IN ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF THE AFORESAID RIGHTS AND PRIVILEGES. 9. THE DIRECTOR OF PUBLIC WORKS SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS PRIOR TO STARTING WORK AND AGAIN IMMEDIATELI UPON COMPLETION. SUBMITTED BY: -(PLACE CORPORATE SEAL IF APPLICABLE) SWORN TO AND SUBSCRIBED BEFORE ME THIS sy- D7r OF_ 240 _&I- �011111"' xj(d". /rAf "P.YP I Holy H.Mruz N OTA RY'P U BP-I MY COMMISSION#CC784706 EXPIRES November 21, 2002 BONDED THRU TROY FAIN INSURANCE,INC. CITY OF ATLANTIC BEACH PERbff T APPLICATION PM40DEL, ADDITIONS, OR A* Boach oning Owner(s) : MOV�NG, DEMPLXTIONS j IJAWe-4 &Arl" Job Address:-Ma //Ili.wits -'V Phone: zve� Lot # q Block or Unit Subdivision: eel -<ec' t4 Contractor: L*Mc'; ot'-'4)W- -State License # Address: -Phone No: 14A City_" State A11A Zip Code_4 Describe work to be done: Z-0 )Cf MJewj 0,*ck PA-rlo Iz. X* lz-'.a xq� Present use of building: IPAT( fo Valuation of Proposed Construction: Proposed use:_ is this an addition? %/93 / If yes, what are the dimensions of the added space: 17, ft. X I-Ljb ft. Will the added area be heated and cooled?-t-j-6 New electrical (or increase) ? Aro New plumbing fixtures?_,6�t New fireplace? Alo New Heat/AC?. A10 SUBMIT TMEE (COM&RCIAL) TWO (RESIDENTIAL) CO"LETS SETS OF PLANS, XNCLUDXNG SITE PLAN, SURVEY, ENERGY NOTXCE OF COMIENCMMT, AND T' . co, OWNERICONTRACTOR AF71DAVZ '.'. 0. TRACTOR. Signature OWNE Date: Signature CONTRACT Date: AS TO OWNER: ow —J- 3, Sworn to and subs cribecE*Jff ore s' day o #CC820016 T UBLIC YC STN'C - I AS TO CONTRACTOR: llv� os Sworn to and subscribed before me this day of_ NOTARY PUBLIC _vp 0 CA OT Fou fjD I P. 00 1". L /0' 2.1 % C4 14- Z-0 10.15- CO&Af:- 99/Ve 3 )c3Al-C PAP "n oem 42 /-07- -Z >1 V I J Fbo"D I.fp 0 C; LO-r S LO-r \9 MA RIC" 14- . 1 96, 7-0 5++0 LA-,) I flJA L- NATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING,SkETCH. UA A@ VAU [n- o LEGEND BA Tf- V F- 12s 9 57 PA s xwrrs mvDprrr mwAvff SCAL C C15.0) reror to Ur Coastat ard 6pooV-t�r 5ex-vey Zb tsn Ab t1omf "rrr f rAOr I." 0jr MR (W6.VA oe MD. \< rAl'7V;Vr -las No. 9 C-3- 3 5'5�&o -00- Wy, t1w prqperty shoirn hereon Iles w1thm Zones, 0 ZINTV-1 A17't CZ ', 4&. r.1p. - ov; 0z ,ol Cpwrgency ftnage.-wnt Ageor .y Cr.Z'N.4.4 At tfonal f'lbo&./nsLe-a,-,cp xwru IRM *low lum 1)A T E PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: 71 C -------------------- ---- --------------------------------------------------- ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUITLDING INSPECTIUN DIVISION cc :FILE 10 TRANSMITTAL DOCUMEMT FOR JEA DATE: /- �'� 9 -- 6 The following permits have passed "rough" inspection: ., Permit No. Address Rnx:&=e�&m-xexxx=XgAxkue*xmpdxmxccfxxbkexVmxdA=. Please update your records accordingly. �Tlh a 0 .--BfJIL NG LliiR CITY OF ATLANTIC BEACH /vcb P$A48" 11296 DEPARTMENT OF BUILDING CITY OF ATLANTIC,BEAGH PERMIT INFORMATION-- ------ -------- LOCATION INFORMATION Pwtviit �Numbet: 11296 Address; 1113 miBIsCUS 9 TREET Permit Type: MECHANICAL ATL414TIC13SACH, FLORIDA 322�3 Class of Wbrk:' NEW ------- LROAL 'DESCA I PT I ON ------- Constr. Type; WOOD FRAME Lot : all � ock: Sectiom: Oroposea Us4: SINOLE FAMILY, Tounshio,: RNG: 0 -Dwellings : 1 � Codel: 0 Subdivision*$ECTION 14 Estimated valuel. $0 .00 Improv. Cost : $0.00 Total Fees $47.00 D Work, D TRAL HEAT -AND AIR WNW RE ID9NCE - APPLICATION FEES ----- N CON STRU PERMIT $47,00 � Ad .1 ' STREET ,;WATER, IMPACT FEE' , $0 .00 �CH, FLORIDt 3 1 S I' PER $0 00 P Si-R.R.S. RA 0.00 T INVORMAT,,40N - ------- RADON CAB 5% $0.00 SIT iffame: IR ' T CAPITAL IMPROVE.' $0.00 Address 281 CHNS: S' aA ORIDA 3221f CROSS CONNECTION CAC111 2i Type: 3 SEC' H IMPACT FEE $0,00 CONST.SURCHARGE �00 SCHARQ&, 1.4 TL.BCH $0 0 NOTES: NOTICE,—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED 89FORE 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 MECHANIC'S LIEN L", C RESULT'JN AN, THE PROPERTY'"NtR,'PAYING TWICE FOR THE SOILDINGIMPROVEMENTS, ISJ�QEDACCORDING, TO APPROVEDPLANS WHICH.ARE PART OF THIS PERMIT AND SUBJECT' TO REVOC FOR "VI APPLICABLE PROVISIONS OF LAW. ea. i A T PAI S qn, DON"13"A $ IAR" �06 L.ECH4do�&o F ATLANTIC BEACH BUIL NG DEPARTMENT, v 777777,77, - –––––––––---–––—-- 11295 VEPARtMb4T.0F SOWING CITYOF ATLANTIC 66& PERMIT INFOMATION ------ -------- LOCATION INPORMTION Permit Number: 11295 Address,, HIBISCUS STREET Permi t Tipe- MECHANICAL ATLANTIC ,BEACH, FLORIDA 32233 classlof Work 4 NEW ---------- LEGAL DESCRIPTION --------- natr. Type: WOOD rRAkz, Lot : 0 BLock: Section: f Proposed Use: SINGLE -PAMILY RNG: 0 Di4e' llings: 1 code: 0 Subdivision', SECTION H Estimated Value: .$O.OD -Improv. Cost : $0.00 Total. $47 .00 Amom $47 .00 LIHEAT AND AIR 10 NEW OUPLZY. ---- APPLICATION FEES, --- �CONSTRU997Y-OF PERMIT $47 .00 ''Ad'' r'es $Cos� STREET WA IMPACT FEE $0 .00 T, ati FLOR AP 9ak. -kw RADON GAS-H.R,s. $0.00 FORMA ON ------- RADON CAB 5% NI $0 .00 S WITAL 1UPROVE. Name,.* IR T C $0.00 JA ILLZI, FLORIDA 32216 CROSS TT CONNEC ON $0 .00 SEC It I14PkCT PEE .00 CONST.SURCI�ARGE S 00 NOTES: woinm ALL CONCRETE FORMS AND FOOTINGS MUST 8 E0 13EF RE POURING EINSPECT PERMIT VOID SIX MONTHS AFTER DATE OF 19SUE BuiLbiNG MATERIAL-,,RUB61SH AN D DEBRIS FROM THIS WORK MUST NOTIBE PLACED JN PUBLIC SPACE,AND MUST SE2 CLEARED UP AND HAULED AWAY BY EITHER,CONTRACTOR OR OWNER "FAILURE TO'COMP, LY WITH THE MECHANICOS UEN' LAW CAN RESULT' �TH PROPERTY-0 vPAYING TWICE FORTHE a VINGIM W 1, E P VEMEN ISSUED '*C AC O.RDINGTO APPROVED PLA WHICH ARE PART OF THIS PERMIT AND NS SUWECT�"j��CATION,FOR OF APPLICA BLE, ROVISIONS,OF LAW. tz! ACT PEE .00 EC 4 IKP' GE 00 ,.:ONST.SURCHAR A ATLANTIC w. BEACH BUILDING DEPARTM15NT Aip 0; BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC REACH. FLCMDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT Applicant to complete all items in sections 1, 11, 111, and IV. LOCATION Street Address: OF Intersecting Sfreelst Between And BUILDING 11. IDENTIFICATION —To be completed by all applicants . In consideration of permit given for 'doing the work as described in the above statement we he(eby a9fee to perform said work in accordance with the attachticl plans and specifications which am a part hereof and in accordance with the C;fy of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) Ar :5gs�n," 6 Master 619640 1�6 3 Name of Property Owner *1 owner 1,9 feet or Engineer or he Issil Agent ��A c7haltu"s of 111. GENERAL IA aAT410N' V A, Type of heating half B. IS OTHER CONSTRUCTION BEING DONE ON THIS BUILDING bit SITE? (3 Gas 13 L? 0 Nalvral E3 Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION, El ON PERMIT X , Ell Other — specify IV. MK*"ICAL EQUIPMENT TO 11 INSTALLW NATURE OF WORK (Provide complete list of components on back of this form 1 0 Residential or 0 Commercial ft Heat 0 Space 0 Rocos%W )14 Central 0 Floosr fiX Now Building 1I Air Condiflonings E3 Room W Control 0 Existing Building )21/ lleK.6�.$ ThIciflos& 7, 0 Aeplacement of existing system Duct Systems materui Maximum capacity c1rp. Now Installatlok(W system previously Installed) 0 Extension or sdd-on to existing system E3 Refrigeration 0 Other— Specify C) Cooling tower: Capacity g-pj%- E3 Rro sprinUers: Nvmber of heads (.3 6"slor E3 Menl;ft E3 Escalato (number) THIS SPACE iOlt OFFICS USE ONLY El-G401106 PUMP4 Inumber) 13. Tan" (number) Remarks 13 LOG contain* (number) CI UN(M Pressure Venal Formik Approved b BOOM Do E3 014W SP*Cifv Permit Fes- LIST ALL EQUIPMENT AIR COND1710141k; AND REFRIGERATION EQUIPMENT Ca acity Number Units Descripuon Model Number Manufacturer (Wns) Approving /7 ASancy U-0 ee 7, BUILDING AND ZONING INSPECTION DIVISION V CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 3a233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT Applicant to complete all items in sections 1, 11, 111, and IV. Street Address: 2 P" 4.),5 LOCATION OF Intersecting Stroolst Between And V 42AI^7z 4�U BUILDING 11. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for 'doing the work as described in the above statement we hereby agree to perform said work in accordance with the offechlid plans and specifications which are a part hereof and in accordance with the C;ly of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) le 177 Matter 903 2- Name of Property Owner oek'Aq fi�."�I-e ff 7 , '9"4'w'o *1 6waor Signature of or A.1hisdzed Agent Architect or Engineer Ill. GENERAL INFOAMATION 'A A, Type of hosting fuels B. IS OTHER CONSTRUCTION BEING DONE 04 P �z THIS BUILDING OR SITE? Bowe (3 Gss—E3 LP 0 Natural 0 Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION, C) OA PERMIT E3 Ofitt — Specify IV. M10"ICAL 19UIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components an back of this form 1 0 Residential or 0 Commercial Heat 0 Space 0 R*Cog$W )WConfral 0 Floor fiY Now Building )3 Air Conds6onings (3 Room Control 1 4- 0 Existing Buildin 9 ovct Sys4ml molerle, Thickness 2- 0 Replacement of existing system 0 07 NOW lnstallatlo&.(k6 system previously Installed) Maximum capacity "1600 —c1m. C) Refd9orstion 0 Extension or add-on to existing system 0 Other— Specify (3 Cooling ftworl Capacity 9.pjn. [3 Are sprInUers: Number of head- (3 Elevate* 0 Monlift [3 Escalato TMS $PACE FOR OFFICE USE ONLY G4softho PumP4 —(number) TeaLs —(number) Remarks 13 VG contains (number) -y C) unfwd preuvre vessel .pi Formik Approved by .;t'jlf — Do Sollers - 0 00W Spocity Permit Foo_t� LIST ALL EQUIPMENT AIR CONDITIONIW; AND REFRIGERATION EQUIPMENT CA adty NumberUnIts D"Cription Xodel Number ULnufacturer ApprovIng :2 C % / 4 Q 4 ;2 '=� '114 JI'Sway I rX /U, 0 �AOA CITY OF ATLANTIC BEACH, FLORIDA '9 Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_�t IMPOBTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. BILL THOMPSON ELECTRIC CO., INC� P. 0. BOX 330150 ATUNTIC BEACli,, FL 32233,0150 ELECTRICAL FIRM: MASTEIVELECTRICI'AN SIGNATURE JOURNEYMAN --,n NAMEleAn CUES+ -ADDRESS: 01s&6 ST. RFD_BOX_ BLDG.S)ZE -- BETWEEN: RES.V-4--- APT. ( COMM. PUBLIC ( INDUS. N E W0,/-1 , OLD ( REW. ADDITION ) TRAILER I I TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEA4, INCREASE ( REPAIR FEE CONDUCTOR SIZE 4f AMPS COPPER ALUM. /) )/2��OLT RACEWAY SWITCH OR BREAKER AMPS PH 5W f4t/ EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE INO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALEDI OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 1 0.30 AMPS. I mps. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS.� OVER APPLIANCES t I - I I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT I I I I 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS 41 (2 (_ Vklc�>l -Al- tj 7— TRANSFORMERS: I UNDER 600 V. OVER 600 V. CITY OF ATLANTIC BEACHI FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT CA/ TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 6z 19 IMP013TANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. BILL THOMPSON ELECTRIC CO., INC, P. 0. BOX 330150 ATLANTIC BEACH,FL 32233 1513 ELECTRICAL FIRM: mASfER ELggftRICIAN SIGNATURE JOURNEYMAN NA RY) J= ADDRESS: W6 RFD, BOX- BLDG.SIZE - BETWEEN: RES.b4- APT. COMM. ( PUBLIC INDUS. NEW VI OLD REW. ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEWkJ INCREASE ( REPAIR FEE CONDUCTOR SIZE AMPS COPPER ALUM.k(-,) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALEDI OPEN I TOTAL RECEPTACLES CONCEALEDI OPEN I TOTAL 30 AMPS.-- mpg. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT' OVER MOTORS H.P. I VOLTAGE PHS NO. I H.P. VOLTAGE PHS1 MISCELLANEOUS (_ 4411 ZZ TRANSFORMERS: UNDER 600 V. OVER60OV. 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: --------------------- ------------------------------------------------- -------------------------------------------------- -------------------------------------------------- --------7----------------------------------------- Enclosed are the blue copies of the permits. SI RE Y. BUILDING INSPECTION DIVISION cc:FILE PSR-344 110711 DEPARTMENT OF SU"IN CITY OF ATLANTIC BEACH� .4TIMPORMATI90 J� OCATION. TIO# a t Num er* Address . 1109'ftxSI$cUS S TREET,, Permit P LUMB.T40 o, 0, -------- ------ 4ZI ss of Work- L DZ8 I a NEW Constr. Type, WOOD #RAME Lot , �ock ion: Proposed Use: DUPLEX 0 T wnship : subaf ing's, 1 Code., 0 Lvision: SECTION R Cost ., 00 total Fees: 50 id. D, 1/27/�s tu,ft- IN Nam 5 3 q. SmEiCITY 0, F wAm if FkE �6 .00 IMPAC AM, FLORIDA 32233 SEWkA' tH -PACT PEE $0 .00 P 91 ,AP , 00 saw Z ------- RAD,01 f jt%A sv $0 . 0o on N;.n,,,e,, W A 4LUMBIN Co. CAPITAL IMPROVE. 80 -00 Addr s 0 ',,License. . Type,- 0: SEC 'IMPACT FEE CONST SURCHARGE, 0 .00 S "(jE/ATL CH 00 NOTES: NOTICE—ALL CONCRETEFORMS,AND FOOTINGS MUST BE INSPECTEO OEFORE POURING PERMIT VOID,SD(MONTHS AFTER DATE OF ISSUE, BUILDING MATERIAL,RUBBISH AND DEBRIS FROM'THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUSTStll CLEARED UP AND HAULED AWAY BY EITHER CONTRACT014 OR OWNER 11E "FAILURE TO COMPLY WITHTHE,AECHANIC'S LAE141A -ZAWA THE PROPERTY, OWNER PAYINGTWICE FORTHE SUIL-b*IMPROVEMOO��'C:�`, CATIJONF,04,q ISSUED ACCORDINGTO APPROVED PLANS WHICH ARE PART OF THIS PERMITAND ( BoJECTTOREVO :VIOLATION OF APNCABLE PROVISIONS OF LAW. jr rTES 401 OHM IN By Ao PSR-38" '.1pm� -DEI�&RIVEMT OF BUILDINIQ I 10 g6j�t/aj 901*0 CITY OF ATLANTIOIOEAC�I', P IT Nrd T 1"Off t Number: 1419 Addres s. 11�3 ]MISCUS 'STkEET mit Type, BU I,LD 1114G ATLANTIC, BEACH, FLORIDA 3-2,233 1 of Work: NEW --------- LZOAL DESCRIPTION lt:: C tr Type: ' WOOD FRAME Lot * 4�5 15,1 ock 105� Sect'3sm.- Pr os ed, Use*. DUPLEX Townihip- ANG: Dwellings , I Code! 0 Subdivisio)l: SECTIONH 'Est4mated Value,, $500$01.00 Improv". Cost , to!.00 $3148 . 46 otal Fees : "10unt $314e 96, Da 2 i, 1,/gs '#ZV DUPLEX RESIDENCE PE R, P Work D ------ 'APKit' FEES $394 . 50— N CONSTRU c Ca 4; 'Y, OF , PE* IMPACT PEE $410 .00 Ad I RD ,STREET WAT Z BEAC* IT; IMPAC FEE 1 *0 4 ' 411,7,0A 2" S' 'H: -S. fw� T ON ------- RADON ca� 5% C NS ' ' C). CAPTTAL IMPROVE. $325.00.-'; Addres�-r' t)T I ZTAI LK CH . FL 3225D CROSS CONNECTION $35 00 ,, 10 CR- Type SEC K 1 37 50" ytt cd'NST. A AN IWIM NOTICE ALL:CONCRETE FORMS ANDPOOTINGS MIVST BE INSPECT I.)',J$ URING, F P15RMIT VOIDSIX MONTHS AFtER,DATE 0 ISSUE,_ 477777 'a Lli MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLAQ~4%QWCE,AND PE C UP AND HAULED AWAY:BY EITHER CONTRACTOR OR OWNER 84p; 12/14/95 ol k PU, O�)11'!5� A I ASPA RE TO COMPLYWITH tHEMECHANIV4., L R'Iftlf r %RWOWNERPAYINGTWI, EFORTM8 THe ' 0 �j I I CCOROING TO APPROVED PLAN$WHICH ARE PART OF THIS Pr4RM''IT AN6 EdT TO REVOCATION $SQ s H VIOLVPN OF APPLICABLE PROVISION$OFLAK ,A*s I& 77 777i: ------ 01 ''00 *4*'- 0& qr� ATLAN EACH BUILDING DEPA ENT 41 PW3844 414( DEPP*RTM'ENT OF SUILDING rA �allro Cl*,,bF ATLATI&BEACH MIOO 10* TO 96/tI 1 jlo!t I NFORMAT 101, K-8 ftWT LOCATION INFORMATION 4. ',PerrAit:� NU164r' Addr, es 1109 'I"r"US STREET Permit Ty ' pe; � ATLANtIC BEACA. F LOR I D)M,3'2 2 3 3 ('Ja,SS Work: NEW ...... 11 r ___W_' '--,- Lg 0ALrDESCRIPT ION Constr. Typ WOOD ?RARE, Lot : 4 IS S16 vk. 195 se��ti A;r> H ,Proposed PL X Zbwnshi r.I I - I I P: Coat: 0 Subdivision: SECTION H ea, Estima� ..a 'Alle $590-50 00 v Impro, �ost Tot'al Pee s Amou P't t,3148. 96 D D NEW DUPLEX RESIDENCE' PER PLANS HSF JrJ95 RMAT I ON 0 -PtM4PPLICATION FEES ----- IT" 93�4. 50, 4-� It I'Rb STIMET WATtR IMPACT PER C BEACH F�W� z S - j FEE 5 0 0 4 A 1p ADO OAS S. S5. 68r T _NFORMA, ON ------- bow CAR" 5% $0.30 RA met "EA, S325 'S L CV4S CTION C:). -P .00 CAPITAL. IMP OVE. A ACH, 'PL 3225D' $35-00 4!0 CRC Type 10 SEC H IMPACT PEE $r "50 IARGE C,ONST.SURiO 38 so T Set I"lwMI00 �"140 10 !W*t apw I itim To _/2j ;a - if w us 00000W, 460*0 09 NOTICIt—ALL CONORETE FORMS AN 'FOOTING$MUST SE INSPECTED�IISFORE POURING 0 PERMIT VOID SIX MONTHS AFTE 8 �MAMR I� L,RU I Bw PUBLIC S.PACE,AND MUr 1 ,ftL ED Hr AND OF- FIR , RIS OM THIS MAK MUST, PLAC IN UP AND:HAULED AWAY BY EITHER CONTRACTOR OR OWN ULT IN ENTS DING TO,APPRQVED.,PLANS WHICH AIRE PART OF THIS�� MJT AND SUBJECT TO REVOCATION FOR N OF APPLICAsLa PFibvisIONS'OF LAW; law. N jV 1-1 14 01 k*t 001,3253 ATLAN4 BEACH BV n=A=TkAr-K 7!",':"!',�,7�,77,777 ILOINQ EPARTMENTOF Ou PITY OF ATLANTIC'MaH AW flum�er 4 Address'. 1113 H I I ermit ,Type: P Lbkt I scus S 'AT TIC BEACH . r Lbpl IbA �2i� '� 'cl ass Of 1wor , ew "" � � : � ---------- 1490, L ------ s t r. Typet lwb(jD,, 1�'FRAME, Lot -' ' ect i on ,�,Froposed ,Use: DUPLEX, T�0',wnz h i p RNO- 0 Dwel no-S .- I c ae o SubdiviA n: ECI I ON H Estlimated Viluo-, tn, .00 Improv. Cost : Total tees Date 41/2705 ilMS T Hn �fjp in '-v j4rj-Xk TN _W tj ma PERM,1,T Address AT'ERIX14FACT FEE $0.00 OF P'LOR tzm IMPACT FEE $0 .00. hon 19 Mitt R AP so 00 FOR"MAT- 1' 0' Name PLUMB I W'd Co. I nbvE. $0 .00 I, 14E BCHIA,' � 12240-1558 CO WE i MEC FEE ACT COW$,f�'S' URCHIARG9, SCHA�ROE/ATL BCH. 0 NOTES: NOTICE ALL CONCRETE FQRMS AND FOOTINGS MUST,OF.INSPECTED 13EFORE 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 �CAN RESULT MIPLY WITH THE, MECHANICS LIEN LAW THE PROPERTY OWNERPAYINGTWICE FORTHE BUILOING P MENTS ROVE ISSUED ACCORDINCI TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 0 ,]E S 400" #*t 0014W .ATLANTIC BEACH BUILDII 0 EPARTME 001 low 4,40WW"�- CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY : PLUMBING CONTRACTOR "P_ W_ FAIR PT.ITMRTNG CO CONTRACTOR ' S ADDRESS : p_ 0- Box 51558 . Jacksonville Beach, Fl. 32240-1558 STATE LICENSE NUMBER : RF n037s03 TELEPHONE : 904-241-7 91 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS —DISPOSALS �21 CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES : x $3 . 50 + $15 .00 MINIMUM PERMIT FEE - $25 .00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR:- ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 CITY OF ATLANTIC BEACH, FLORIDA Approv"by— APPLICATION FOR KUCTRiCAL' PERMIT 70 T�iE CHIFF FLECT111CAL KSAPFCTOTI: DATE: INIV087ANT NOTICE. IN CONSIDUATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE 14FREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WIT14 THE ATTACHED PLANS AND SPECIFICATIONS WHIP4 ARE A PART jimor, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY 0i A'T(Atl'fi(; BEACli ORDINANCES, T)��hcd -D. 14 X c nB;A� r i n to: 111191814 1 u6l!jnE-- JOU[INKXMAN IIETWEENi- compli. PUBLIC I INDU$, I I NEW I I OLD REW.I A001TION TnAILFP. 'T Emlp. (-�r-�SIQNS I ) --SO. FT. SERVICE. AEPAIR I I FEE SiZE ra coppEn ALUM. -��nTCHIMMEAY,kal - (,PO W. I H .�03 VV 24NOLT RAMA)(- F.YIST,WMV.SIZE APAPS PH W VOLT RACEW r r E Dr-w> No. SIZE 0. size NO. SIZE LIG'iTING OUTLET8 ' CONCEALED OPEN TOTAL nECEPTACLES CONCEALED OPEN TOTAL 0.20 AMP$, 31.100 AMP$. %VVITCHEll t lIK-ANDESCENT CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 00ci 14 ( is f s cuz ST- Date Heated Square Footage @ $ per sq f t = Garage/Shed @ $ per sq ft = $ cQ 4 9.1-6. Carport/Porch per sq ft = $ Deck per sq ft = $ Patio @ $ per sq ft = TOTAL VALUATION : 5-C) C) $ Total 'Valilation ist $ 0-0/00C9 L $ Remaining Value per thousand or portion thereof TOTAL BUILDING FEE o + 1/2 Filing Fee $ 3 -sm ( ) Fireplaces @ $15 .00 $ BUILDING PERMIT FEE $— WATER IMPACT FEE $ qzo,0 SEWER IMPACT FEE $ N-(D.60 WATER METER/TAP $ I's-60 CAPITAL IMPROVEMENT 3 ;;Ls�-.o c) SEWER TAP VI'76) RADON (HRS) .0050 $ SECTION H PAVING $. HYDRAULIC SHARES $ CROSS CONNECTION $ -3 '-),0 0 (117(b) SURCHARGE . 0050 $ OTHER $ rz� GRAND TOTAL DUE sa� ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp_; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH PER141T CALCULATION SHEET Address r 6 e-,s-c L)-"� Date Heated Square Footage @ $ 3?- per sq ft = $ 4/6 , (Ply Garage/Shed @ $ per sq ft = $ Carport/Porch (a $. C, per sq ft = $ Deck V @ $- C) per sq ft = $ Patio @ $ per sq ft = $ Iq TOTAL VALUATION : $5�:) Total Valuation 1 s t $ 6 0 '60 2,00 $ Remaining Value $3. per thousand or portion thereof TOTAL BUILDING FEE $ _R 0 0 + 1/2 Filing Fee $ -3/,- -5 0 ( ) Fireplaces @ $15 .00 $ BUILDING PERMIT FEE SZ) WATER IMPACT FEE C,"� SEWER IMPACT FEE 00 WATER METER/TAP $ CAPITAL IMPROVEMENT 3 ;.1 0 F-) SEWER TAP -- 0 VPF(b) RADON (HRS) .0050 $ -5-, (&Y So SECTION H PAVING $ &'�5 7 HYDRAULIC SHARES $ CROSS CONNECTION $ (/(76) SURCHARGE .0050 OTHER $ GRAND TOTAL DUE 96 ADDITIONAL PERMITS OR FEES: Mechanical_;. Plumbing El ,ectric/New Electric/Temp_;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other— CALCULATIONS and/or NOTES- CITY OF F'*:�EMINOLE ROAD OACH,FLORUM 32233-51W kT� 5 PROPERTY DESCRIPTION TELEPWNE(904)247-M fjp-P-T-6 OF 105,FA*1904)247-SM5 JA_§, Block # Lots. # Section Subdivision: af 1j; Street Name Cq - III 2-> DESCRIPTION OF WORK or Address : �4i6iescd 5 ST 0-f- If in a FLOOD HAZARD Flood Zone: X area complete page 3 . Brief DescriptionfAlLr--) �'�D DJkVL-E,,A 6-1-aTs--s of Work : (New/ Remodel/Addition: Qnj ZONING INFORMATION Type of Construction: OC>4�c' Zoning Proposed District : Use: Estimated Value m�. .5, -,/ Exceptions or Va r es Material s :,Tj�jsw,,,, sj3c.,,,o., fjjsgA&L~ s4j)r-toi�ro Granted: Solid or Filled Ground,fiw.cp Roof - Method of Heating: Peper fljrnp OWNER INFORMATION Property Owner : eU:5-Sr-L-.�- C,:�IST Phone: Mailing Address 41S S,�Dcrr�i SP-L�� ft- zip: 342-2.5c�' CONTRACTOR INFORMATION Contractor : D-fe�+.A ELI S�--Sl� 045>0,�� , Phone : 2-A,I Mailing Address : - 2ag�o _zip : 32,2= Expiration License Number : Cw- �21 <f)(o —Date : AL)G sx CKD 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 cbNSTRUCTION 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. Owner Signature- Date Contractor Signature —Da t e FLOODPLAXM DEVELOPHENT INFORMATZ011 Type of Devwlopmvntj_1Uu�---- Flood Zones Required Lowest Floor Xf building In located within a jflcm)d hazard mane, a survey. mux;t be ikade AFTER THE SLAB HAS BEEN POURED# certl9ying that the LOWEST FLOOR ELEVATZOM Is equal to or above the basso Ilooa elevation established for that zone. No final inspection V111 be made and no certificate of occupancy will be issued until the survey In on 91.le with the BuildinU Department. COMMENTSi Applicant Acknowle-dgeownts I understand that the Issuance of this permit to cHmt1nigent upi�n the above Information being corredt and ihat the plans a" oupporttag date have boon or shall be provided as rsoqulrode X ogrev to comply with all applicable provisions ot Ordinance No. 25-7-19 and all other Iowa or ordi.nances affecting the proposed-dev*lopwant. Date-!/j-L)1Y5----Applicant's Slgnaturei---Z�. 'ld� -------------------------------------------- Department Up* Required Lowest Floor Elevation ............... As Built Lowest F100V tlwwotlon Survey Filed with Building Doportment ........... u-I i d I n n- a-e TREE REMOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSINESS TUESDA� BEFORE; THE MEETING1 3ao &-14) Ft-- 3 1-2A i�roperty Owner ' s Name Adaresi . Telephone IDA:teas eaF L=ry *4- _&*-s , 1� . Location of Tree R*MOV&I/Sit* Alteration SECTION B - (To be completed by applicants whose property is zoned residential , includes an existing' dwelling, and which is not presently ownor-occupi*d) i . What changes are proposed to the above specified site? Z . What is the purpose of these proposed changes? 3 . Specify trees proposed for removal as follows : r-Tree Count Species Size(DBR x HOT) ondition 'JI, Opp, !fit 71tt" T 0 e p rt 4 . WIRS114b ^I o Vnn e st$y? c es i 5 . if 1K I-Monomp- -02 il 6 . Specify Rroposed replacement trees as follows : —Tree Count Species——Size(DBH x HGT) Attacr, site pian. (Note: All trees proposed for removal rmst be marked on site by y–ed tape or flagging) . SECTION B - (All other Applicants) Property Zoning: 2 . submit the following: SITE PLAN/TREE SUIRMY Indicating: a) Site topography, existing and Proposed grades b) Existing and proposed structures c) Location of all trees w/DBN at six inches or more d) Tree species and siz*s e) Trees to be removed should be clearly marked t ) Trees to be relocated should be clearly marked 9) Location of any proposed replacement trees h) identity trees at special or unique characteristic i ) Idenify trees within 10 te*t of construction areas j) Show location and type of tree protective barriers k) Location of utilities, accesses and easements 1 ) Location of vehicle travel corridors M) Location of comercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) 0) staging areas for equipment and material storage 3 . All trees identitied for removal must be marked on site by Ke—d flagging or tape. SECTION C I agree to comply with the rules and practices established in Chapter 23, Articl,e Ii dt the Code at Orainances of Atlantic Beach. 'O-wners Signature Date 9ITY USE QNLY Applicant has complied with all provisions of Chapter 23 and requirem*nts of the Tree Conservation Board. Tree Conservation Board Designee Date NOTE: "Tr*e Protection tar Suilders and Developers" is available at City Hall or from the Division of Forestry, $719 West Beaver Street, Jacksonville, n 32220. (781-1434) 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) f !A. :L"WATER. CLOSET #WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) 2- WASH SINK EACH SET OF FAUCETS (2) 0—KI TCHEN SINK (2) DENTAL LAVATORY (1) __L_KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) nUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _._YRINAL9 PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) 11 BLOWOUT (2) —,.—LAVATORY, BARBER/BEAUTY f ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) 0 LAVATORY, SURGEONS (2) _JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH $ C)o JOB INFORMATION j (0 0 APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME�� MAILING ADDRESS aim p- (11- 33 -3 �1 PHONE NUMBER —DATE SERVICE REQUESTED---O—�� OdCL�L��-.d C2,L SERVICE LOCATION-,15 DATE SENT TO PUBLIC WORKS DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTKENT PRICE QUOTE RESPONSE WATER: SEWER: OTHER PRICE QUOTE PREPARED BY: Signature Title DATE OWNER NOTIFIED MAP 5HOWIMG SURVEt" OP GcDU-F(4 1/7 CiPz LO-r -Z ) Wt'T-�-f C-0-rS 201--) G I -ric F-'(-,A-r ro,Ll�c- 19.5, -H " z - AS &50or- lei PAGC� 54 OF-^ T-44e�� c--uw-r-j-=txT- POOUC� LoY r- 4tj car Le yt� 10. 401 2,C) ,tv--AGLd oo)e 14 w ui fcotwo ve. 11,alr 4 el,� zi Is Lov 09 QN, A pjoko)e TOP,0 A' VlTelil vial (-"Joy fjj=IDA LICENSED SURVEYW ANA KAMIER. THIS DRAVING,39CYCH- ms: CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASURE14ENT 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) ( �D. :LIWATER CLOSET ttWATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) 'DATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) —SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LI) LAVATORY (1) —COMBINATION SINK AND TRAY (3) (—WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) e)—KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET - - -URINAL STALL, WASHOUT (4) I nusRING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) __qRINAL. PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) TSHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ 0 JOB INFORMATION C 0 J "M WDR! HA �"Y C� T- 006 . 1 0114muT 0 14 LFK per Kqoyr �mwt Lf 00wrAWS no> : �; Suk 41CA"ans S" 4001 qla�y cnc�-w mavlopw w On 'Ar, Van Z& nmay V --Z; �v I an 614 To UP us- Kra , V� 5na"Ar nr 0�hu L rack &31 CP OT VP K i to-i 7r 60n 1 1 A 1 t vO A 1 0C ivmlnlw � . 5 � : w pla"E/ Vvor j �UT lanIPPO ur Sn± Y.: �v-SVKA cn amp ! F. �1: SPVC0 Mont zE bySID h -�V7 d�nw�s , cnmhwstvu� zn�: law V�:-- Mir 4 rom mr- a vognp, 0 Ahnant Im C�TO � 4z �: . RA-0 will ne d nmourva OF 1 VE AWS.I&A a 1 n 7 :4 . -PqUAYMCnis nn � nh , K 5-In nun � Le 5roviond . RK� Pr-z] �v An nook & SP -MqAiCw :: Al2A sna� and �Pvn. 0 mist Vvn cwv7s "non"u-j ' . ;jcMP7 "wM-v :j & ml � �WSY KOVI P , np Gas Sne 1 n"�vnrs M�nf AxV4 0 Ninlymm V2 -yw- WlPr A Dw � w-! c: All m�chwicjj sAnjp7znv Ono pjpyn, ��VnmWoi� rna� bPY4 bo ahrPapac , SPO�Fc . xzv �' Yhe v-: Qrn� mant W !non A a V-r rn qjjj-j,p �fr A, 4,,, 1 �Kxvl nuf Al unrial L � TF�� 0 non mEo-nih5v �Sn"a u nn�nmnv�- TV WIN F A 1 K 1 A I �jv C'4 T it! PAF A Jil 1 7 1 Ap 3 V2 1 L i.� 0 a A. Ca -C� 7 j 5 269 j 0 6A A c 7 AR A P? T144 11 A F 14 TS r N ly 7 A T�� 111 , 34 10 OM "I il . 901 . 5 . y 230 � j Q MW n 4 t F I I A A A A c 2 �.S 2 An wood F -ame 0 VA 0 Y j H� in 11 05 . 0 undv - PL 1 �, ! h is i �Jl ";AB A P! ll� 0- 1 190 � 0 P . M "M? ----------- ----------- ------ 10 , 953. 3v n " t to Q 1 his 1 n�� (d �W -)Y�l S vfoovi Wkwli MQ k ON 7n n K A A n U 12 1. VOJ�., i i F A? . 5zl � . Ww WO sic -A lot 7� 10 �vK. --R1j A 1 571 1 WTI V A N 0 7 . 1 17 1 . 12 jJ! vu . !, I 'M . 0 his.. z! w A ET 10 u . 22 to :: .275 DOL D Q E 0 p -A04 . L ak .6 4 M! T R 0 -1 2 74 OA 10 .6 - 106 . 0 plin CA V. 0 : A 2p ph Moph nn� L�V 1 901 �4 q2 . p . 121 . 0 3 &K 12 , 2 s4A . Q V Q� No �J 14 . 4 LEM . , 4'. 0 P: �i MY �Ojfjilk PQVKS� Ut 1 Vq K 00 CIC217 �V�l V Tp: C:Inn,K �VAT 1 ) K VVY-T !Y.F� "; : F�� D �� -�: ........... P A i! T A An, Vol M 4 �D! WPTVP "S FOE 1 NTS 17'! 3 100 T�I Rn 1 N FS Rol NTA A 10910 " 0 741yjy , � : ------------- --------- For detaile� infcrzat�or of the E�} ''stin� ''umber �r �or ary ITEM � is �ed , �r For/x 600J' 9� � 10 20 30 40 5') "O 70 H0 9C 10� | ----------- -- ---- -- - ---- ----- -----' -X- � The maximun al |,ova ble E7I is 100 . ''' |'= / o4er the KPI the mzre effIcient �ne An RESIDENTIAL ENERnY PERY KjRMANCE NAT PUS SHEE� ll �M H'JME V�LUE Low Effi7iency High Efficie�cy SIN6L CLR DDL TI0 �' ' WIN�OWS. . . . . . . . . . . . . . . . . . . Double 12feE^' � ------..... ...-....— -X--- ---- � INSLL�TION. . . . . . . . . . . . . . . . . . | --------------------X | �all R-Value . . . . , . . . . J ] .0 ' --------------------X �loor R-Yalue . . ' ' . . . . . u . 0 | X---------'---------- | 4IH CONDlTIUNER. . . . . . . . . . . . l0 . 0 SEER �7 . 0 �E�R/EER , . _ HEATlNG SYSlEM . , . . . . . . . . . . . . 6 . 8 HSPF � � .0 E|ectric COP/HSPF . . . . , . . . 6 . 8 X ----------- -------- KAlER HEATIR , . . . . . . . . . . . ' . . � . 88 0 ' 96 Flectric EF ' . . . . . . . . . . . . . � . 9� -- '-------X --------- ' 0 . Y} -.........- ----------- ------ � 07ar EF . . . . . . . . . . . . . . - ----- ------------ ` ' I no jfy that trese enerq/ savinm fe? t:res relunred for thr Florida [nergy Code have �een mstailed in nrls house, B"i |der �dcress � Of ��orida En�rgy Cods for Buil�in� F ori da Vep.��rtpop t o� Co:munity A . a 1rs . ~ Fur dstaz ' ed i''f �r. mti�r o+ t�e EF � ratin� number or +or any ITEM � isted , ask yo�r D.z de� fo� �Pl= 99 . 0 D[A Foro`. ��0A-f3 0 � 0 20 30 40 50 | -------' ------ —' -'-- ------ -- ---------X - T �.e max�nu� a� iowable EPl is 100. The luwer t�e F�I the more e+f�c� en� t��s �.o�c RESlD�N7I4L ENER'�« �`ER|-OPMANCE RATING S��ET IT�1 H3ME VALU� Low Effjciency Ain� SAW [LH . . . . . . , . . ' . --- | � ioor R-VaIna , , . . . . . . . � .� | X------------------- ' J0 .0 SEE� 17 . � SEER/EER . MEATI�6 SYoTEM . . . . . . . . . . . , Electric � 7B AFUE 0 . 90 ��TEH 1E1 i EP . . . . . . . . . . . . . . . 0 .�8 O . 96 ---------y---------- ' 0. 54 0 . �0 CasEF . . . . . . . . . . . . , . 0 . 00 -------------------- o. LO 0. 8Q 17 or . . . . . . . . . ^ . . ^ ^ ------------ _-_____ ST�E6 FEATi|RES. . . . . . ' . . . . . . � certhese enerqy saving fe�tures r�quireN for the nr/ da ��nrrg� �ode have �een insta} led 1� t�i � �ouse B`'ild�r Florida [r'er ]y C'��e for Bu . l�ing 2cnstruc+ 1 0 � �99� Flny D'ma/ n'anz at Comnunity 0� f ,i7s . . , DATA F[LE5 if v TION (c ) 1986 by A. C . � . � . > PRCJ�CT_�5_'__ __'__--- __-_ —� _----�--'---- ------'----- ------------- ---- �!��R-'�_'___-__--.---'------ - --'—' '--'- --- --� -----'----' ---------�-------------- - - �LIX� �I�NT�-_''___�- --- _-_ _-_____'-----�-----'-- - --- ----- -- - ---- ---- --- �|�AC-{�}NTF!_�_ _--_-- ----____-_''----- -�-- - --- --- �---'- ----'-------- -�---'--- �onditi�ned Floor Area � �196 5F 5LASS/SF RATIC � � 1% * �� imatic Condi�i�ns & Dpsign Conditio�� --- - ----- --'------ -------- ------ --'- ----- ------'------------ ----- �eog,aph�cal _oca��on : Florida | ./ac�sonviile ' Wrth LatAtude / Elevation � J(� �e� . / 24 Ft . Ahove Sea Leve,� I"doo~ Winter Dry Bulb Winter ( Actual ) Temp. D�ff . | �8 Deg . F W : cter emp . 3/�tdcor 5:omer Dry Bulb � `�� Leg . � O'/�door Sunmer Wet �ul � '� De- F / . Outdocr S,mmer Pum . Ratio Gr/L Indoor Summer Rela1tive Kum . ! Irdcor Summ�r Desi�n Gr/lb. | 4� ��orr Sunmer Dry Bulb | 7'� Deg . F Summer Daily Ranne �ummer ( �c�ual ) SOP . ui``f . �c�nmer ( User Cel ) Temp . Diff . ( so : Deg . F __ __ ____________ _______ ____ _____ * r�E� TIN3 SUMMARY * 5a.�d6�up . }�T * C]OLIuG SUMMA�Y * �UBT�T�L : 22142 . �l � STRJ[l�URE SEhSI�LE : z065�� . 07 | �|ECH ' VE�/T z50 Cf� : 3135 ,{0 | UCCUPANr/A�,PLIA�/CE : ��000 . (�0 TOT�L L�SS/BT�/F' : 2�.`2�� . C� TOTAL SENS� 6LE : 18466 . 9� | TJTA.- �ATENT � 989T . 74 3E�Sl�LE , LATE�T ; 28360 �r 2(r� OVER6IZ� FACTOR : '`6j� .2i | 20% SE{S. OVCSZE �TR : 3693 .38 * �Q� [P�ENT SELECTICN � | 6 OUTPJT______�_ NOTES . ^ ^ ^ �:ut� �cuL1e [�^ ' �rapes.'�^ znds 1 25. CO 725 . 00 6�� . 0� �o'�� Dou�l � �lr Drapes /Blznds � l6 . 00 464 . 00 4�S .C� West Double Clr Drapes/l'lin�s � 9 .('; 261 .00 41� . � � East Doub`e C� r Drapes/Blic�s 1 1I . 0: �77 . 00 59G '0[ East �)oubie Clr Drapes/�l �n�s � 13 . S0 377 �0 No-t^� Dcub�e �lr Drapes/Bl �nds � 1� . 0C 522 . 90 2�8 . )3 Do�ble CA - Double Clr brapes/Bnnds 4nrthwest Doubl* Clr 10 . 00 ` n�ilb-a�ion : Wicter Htm ( lv vn mmer Hx 13l . 30 L(`74 .03 �-Yaluc Area Loss/8�uh Gain/ELuh � A L L S--------- --- --'--- -----'--- - --------____ -__'___--___ __------_---- Wocd Stu� - Lxt . � l �� 42. )C 41 " 1 . 2�/ �8550C �ooj �tud - Aoj . � 1 1�6. )0 453 . �0 214 . �0 SUBTJTALS: 1268. (�0 4564 . 80 ]C6�. 20 DD � R S--- -' - ------- --'--- ---- -------------_--_-__-___________ -__- _- �cli� Core/Woo� - Ext . � 2C , J0 5�0 . 00 Z54 0�� ci �g Ccre/Wood - Adj . o ^.8 .v0 J99 . 60 75. 60 I-.~� ] tration : Wirter Htm ( 32 7 ) x �6. 00 1242 . � Infi � tration : S` onmer H�m ( 2 . 16 ) x 33 , �0 3�0 .8� SUBlOTAL2212 . 2C 64C . 44 [� � I L I M G S-- ------------ ------ -- --- - ----------__-_____-__ _-----__-- Un�er Attic 30 476 .')0 61g . 80 U 'der Artic 30 780 . 00 1014 . 00 12O8. C(� - - -- - --------- --- --- - SUBTOTALS� ��56. 00 1632 . �0 200T . 60 FL U O R �-------- --- ------- --- '- --------_--__-'__ ___________-------- S1a� on �rade � 174 . �0 Li , . Ft . 5637 . 60 * TOlA� SlHUCiJHE �EMSIQL[ * 2214O . 61 106y3 U -- ------- ------- ----- ---------- ---- - --- - -------------- --------------- ' ' �y iAta Ono n- LP v- .......... nq Mai t Ac wnn 04 �y vy rn in �Vi VA y 1 "n Ef ? PAC rUqU -00E- ll LA I SO. C wlra — � P 7 ou 0 fl �s 1 Dv w a CXL�� w-t : j n2 Plop �9�— �h ' it 7m n c �±p NY wv�z zKon au� -S, g a lh-� 1 1 n� i av"� �Pn c %no i: . l : af - m . �"vn oj �j Aj 7 n. i n 7 ht i i -------- -- ::i AT .0 -4 , �w 52 i WINTE V� A RAC !l: L Aso Wn J.7 11 04 0 1 455 and y ZI Al. W! W! 04 i Von V� Q ow� iro 1 K T 1 0 B �7 TV'AT �54� 4 . 1109 u j 0 A W� MAY.I it , ,�-^ cat�i � ed �nf�,mation of '-�e EP� ra �ing nuuoer 0[� �orm 600A-f� � ---- ---- - - -'--'-- --- ---------------X- | �s maxir�m al �uwa�] e EFI is 100 . Tv'e ] ower the EPI the no effic�ent t�e '�o�s mop(DENTIAL EoRSY PERF'-/RMANCn rmlnS SHEr I)EM �OML VAJJE Low Efficiency High Ef�icienc S DEL T}MT n4D%: . . . . . . . . . . . . . . . . . . . . Uouble - --X--— --- - � �i�CJLAlInN . . . . . . . . . . . . . . . ' . . R-1( R-30 Cei1ing 30 . 0 ----' --------' ------X � :al1 A-V aLan. -.... ----X � i6. 0 SEER 17 0 SEERLR . 9 . 7 E�6 16 . 0 EYSTEM . . . . . . . . . . . . 6' 8 �SPF 12 . � HE�TE� . . . . . . . . . . . . . . 0 . 88 0 . 9� . . . . . . . . . . . . . . . , . . . . . . . � ��r^ ify that � hese energy sav� nL `'e�t�res raquired fo /��e �l�r` da E�ergv Csde �ave bsen instal / e� � n chis house . - `__ Florina Erergv Co�e �or Bui �ding C'vptru'� tio� - -99Z F/ nri :a De?& rtTe7+ of Community az '� 4�3 W PT VA ��U 7� t� FW 140 54c Tyvl - � P-cv 1 �—JFMK �YVEV pm �.p 'RES a A WTP T�Q: 9ph K— r C 2 .......... .... ....... PF Arf v 7t , AMvp son in ' A WIP02y- On, S�i Lt Vnrun: ) -PMP . DA. f I 011f w V All F IQ paq , L, " T Don , F im An3y An nosy Hin . R; q im G -MO WIP dam. VOM= Wmlsr MY A r v L t Sumnaz 2 7 v a j Ona . SAMI—r (Qar�av ) TEMP.WTTI� VA"Me - ( inwr ypt ) Taxp . �i � f . 11V 1 70 an p S"MMAQ, SuPTSYN IMPOUKTIVA RUNSTA-11 lc"O W4 VEN P- 5n nvT 1 PA. ; Llhh:�: IMIL L PRO Vi F T�Z�& , nq G� V. SMAGINLE �451 T9TPK EW 9SOT . T., WX EST . WKSM �Tkz A OL Ki 1 4 M VUHNG Y :,Ox WEk 91 2 2 n A 0 . LP 1 �T— I L; i 1 A ............ V�l 00 ~ TYPE l�s�de Shada 3c �rer Loss '�tu� �a�c/9�uh 9LASS �o'`th �oub�e Cl � Dra�es/Bl �nds 1 25. 00 725 . 00 �25. o(' Soutn Couble Clr D -ayes!8l � n�s 1 1� . 00 464 . 00 40O. �� West Do�b] e C� r Drapes/Blinds � 9 . 00 261 . J0 4� 4 . o� �as~ Doublc Clr Drapes/Blincs l 13 . �� T77 . nQ 598. 0�� East Joub�e Clr DraPes/B� inds 1 l3 . (`0 Z77 . 0O 59� . �6 ��o'�h Double Clr Drapes/B�inds L 18 . �0 522 . ')0 288 ' 0� Nort� Douhle �] r Drapes/pl0pis l -- . 30 501 . 70 ho`theasL Clr Drapesinds 1 Northwes� Double C1r Drape�/6} i� ,�s 1 i0 . 00 �90 . 00 33,) , 00 Infi � tration : Winter Htm ( �2 . .' ) ; �31 . ��0 4293 51 S�mper Him ( 8 . 18 �-oeiue Ar�a / oss/Bt�h Gain/Btu � WA L i S-------------'----- --'----' ---' ----- --______--_-__ -__ -_-_------- - --- Woo4 Stud - Ext . 11 i1�2. 0� 41^ � . 20 2855 O/) Si�BTUT�LS: i�68 00 45�4 . 80 � O O R S-------- --- ----------- -' ------------- -_____- -_-_____--___-__---- ---- Soiid CoreWood - Ext . 0 2�/. 00 570 . 00 254 , 00 Soi j d Core/Wood - Adj . 0 i� .�`l 399 . 6� 75 . n0 I:�iltra�zon ;Winte- Htm( I `f� ltration :Eumm'�r C � � L I � G S------------'--- --' — ----- ------' -___--_________ __ '---- D15 , 76 761 ']nder Attic 5LBTOTAL M 1�56 . 00 Ft . � TU !'AL S` RUCl ��RE SE�'SIBLE � 22148 . 61 10651 . 07 ' 28'7" 1 22- 11 w m M 4'6" G) x C, M ru Ln 7\ N CD I F, l-T-T 11\4 A T28 co rl) 4'6 L w 17--:4 . —7 --I I n C-) C-) w co �4 EJ25 CD CJ22 CJ23 A 17" CJ24 > 'JOB DESCRIPTION: -0 OESIGNM 8 JOB LOCATION: 0 0 m UCA AMB )DWR L/5&6/HIBISCUS z jacy (4256) OWR 14 )T CHOF.p 2X4 SPi' -f TOP 02 9T2 x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 610 580 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 15.21 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOMI . J1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. ENCLOSED OR FULLY OPEN BUILDING. JACKS HXVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 15 6 7 8'6" 4X5 2,5X4 T2 3XB 5 w I W13 45 2X6 (A I) �!.5X4 M .......... 1 .5X4 2' 15'6" 7 8'6 R=1445# W=3"B R=1553# W=3"B TAG T43 SEG 6 00 PLT. TYP.-ALPINE OESIGN CRIT-TPI OTY - 2 TOTAL 2 REV. 17.3t SCALE -O.S350 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AlOO I I FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND 0 .0 AMB WARNINGS. 47 .0 15-6-0 1 .33 SPACING see abovel- HIPM ob7 (4556) OWA MH2 15'6" Mono Hia THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CPQR0 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD 2x4 SP 02 N UPLIFT (LB): 420 320 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 15.21 TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM� . A RIGI CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED MUST PROPERLY ATTACHED TO THE BOTTOM CHORD. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. 8 9 a w i 6 8 6 - 4X5 (R) T2 3X4 1 .5X3 2X4 (Al) 5 w I W2 '[4 3X7 1 .5X3 2 15 6 R=903# W=3"8 R=702# W=3"8 TAG T1 SE? 62304 PLT. TYP.—ALHINt DESIGN CRIT=TPI OTY 2 TOTAL - 2 REV. 17.3t CAL-- -0.3750 30 .0 7 .0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED io .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AlOO 0 .0 AMB FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND 47 .0 15-6-0 WARNINGS. 1 . 33 ISRACING 24.0 HIPM otq (4556) DWR / T3 15'6* Mono Hto THIS DWG. PREPARED BY THE ALPTNE JOB DESIGNER PROGaAM F%ll TRUSS-MFA'S LAYOUT TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (19gr Cr BOT CHORD 2x4 SP 02 N UPLIFT (LB): 440 280 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 15.21 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7'9" .7'9" T I I 5X3 1 .5X3 5 U,-.- W2 T2 2X4 (A 1) 4 (A 1) W_4jq Bi 3X7 rl 15'6" R=889# W=3"B R=716# W=3"B TAY T44 SEJ :06SJ08 PL TYP.-ALPINE DESIGN CRIT-TPI OTY - 12 TOTAL - 12 REV. 17.3t SCAL 50 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED io .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AlOO 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND I WARNINGS. 47 .0 15-6-0 1 .33 SPACING 24.0" HIPM i i J00: (4556) owA / G04 15'6" Mono Hip Gircler THIS OWG. PREPARED BY THE ALPINE JO8 DESIGNER PROGRAM FROM TAUS,' MFR, S LAYOUT TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1901 SBC) BOT CHORD 2x6 SP 02 UPLIFT (LB): 540 700 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 15.21 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOPI AND 5.00 PSF (BOTTOM) . . THIS GTROER DESIGNED TO CARRY 07-00-00 TRUSSES FRAMING TO ENCLOSED OR FULLY OPEN BUILDING. BOTTOM'CHORD FROM ONE SIDE AND 02-00-00 FAAMING TC/BC SPLIT FROM OTHER SIDE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24- D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7'9" 7-9" 4X4 5 2.5X4 5X4 W3 W2 5 T2 3X5 (A fl n 3X5 (A 1) [:� u RN i .SX4 3X7 i.5XI 15'6 2 R=1573# W=3 B R=1747# W=3"B TAG T9 SEG - 6J312 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL - 2 REV. 17.3t SCALE -0. 50 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AiOO 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND WARNINGS. 47 .0 15-6-0 i .33 SPACING see abovel HIPM BY THE ALPINE JOB DESIGNER PROGRAM FRom-TPU§S mFP,S 19WR / H5(3PLY) 30' Stec)aown Hig Giraer THIS DWG. PREPARED LAYOUT 2XA SP 02 N BOT CHORD 2x6 SP #2 3 Complete Trusses Required WEBS 2XA SP 03 :W6 2xA SP 02 N: mxx WARNING! REACTION EXCEEDS ALLOWABLE NAILING SCHEDULE: (16dpox-nails) TOP CHORD: I ROW 0 16 o.c. PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. BOT CHORD: I POW Q 16" o.c. WEBS : I POW 0 A* O.C. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING ONLY. 00 NOT USE WITH PLASTER CEILING, BETWEEN ROWS AND STAGGER NAILS IN EACH POW TO AVOID SPLITTING. ALL PLATES ARE I.SX3 EXCEPT AS NOTED. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) UPLIFT (LB): 1150 IM #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. BRG.LOC (FT): O�00 29.71 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. TRUSS HAS VERTICAL DEFLECTION OF 1.01* DUE TO LIVE LOAD WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . AND 0.34" DUE TO DEAD LOAD AT X - 15-06-00. ENCLOSED OR FULLY OPEN BUILDING. SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 30' 7 16' 7 5X7 3X7 T2 6 7 5 6 5 C:-,- QLj 2 47 49 3XB(Fg) 8X 12 3 3X5 (F 3X5 (Afl 3 M I X10 B4 15'6" 4 ' 10'6" 7' 1"B B 4 8 4' 10'6" 2 30 ' 7' 16' 7 R=2899# W=3"8 -1380 R=2903# W=3"B TAY T7 SEJ :06�g�8 PL TYP.-PPINE DESIGN CRIT-TPI QTY- 2 PLIES- 3 TOT L- 6 REV. 17.3t- SCAL 0 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0 .0 AMB FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND I WARNINGS. 47 .0 30-0-0 i .33 SPACING see above HIPS A J= (4556) OWR / H6 30' Steodown Hio THIS OWG. PREPARED BY THE ALPINE a"ESIGNER PROGRAM FROM TRUSS MFWS LAYOUT TOP CHDRD 2X4 SP 02 N : Tl 2x4 SP 02 Dense: limm WARNING! REACTION EXCEEDS ALLOWABLE BOT CHORD 2x4 SP fi Dense :33. B4 2x4 SP 02 N: WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBc) UPLIFT (LB): 700 700 BRG.LOC (FT): 0.00 29.71 PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5,00 PSF (BOTTOM) . ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. SEE DRAWING A115/A AND/OR 884,080 FOR FILLER DETAIL. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TRUSS HAS VERTICAL DEFLECTION OF 0.78" DUE TO LIVE LOAD AND 0.41" DUE TO DEAD LOAD AT X - 15-06-00. 9' 12' 5X8 2,5X4 T2 4X8 5X4 3 W5 6 lq9 T3 3 X-8 (A i 2.5X4 6X7 512 8 >:!��U5 (A 1) 3 A @'J Et__= [a A mi 8X 12 15'6" 5'6 9' �_2' —9* 1"8 + 6 4"E3 + 5-6" + 91 2' 3o ' R=1559# W=3"8 R=1557# W=3"B TAG T16 SEG 6�347 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 2 TOTAL - 2 REV. 17.3t SCALE :0- 500 30 .0 7.0 li/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND I - WARNINGS. 47 .0 30-0-0 1 .33 -SPACING 24.0" HIPS If' i JDAL, (4555) QWR / H7 30- Steodown Hio THIS OWG. PREPAREO BY THE ALPINE 4013 DESIGNER PROrRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N : Tl 2x4 SP 02 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2X4 SP 02 N :B1 2x4 SP 01 Dense: UPLIFT (LB): 700 700 WEBS 2x4 SP #3 :W6 2x4 SP #2 N: BRG.LOC (FT): 0.00 29.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . PROVIDE FOR HOI ZONTAL MOVEMENT AT ONE SUPPORT. ENCLOSED OR FULLY OPEN BUILDING. SEE DRAWING At /R AND/OR 864.080 FOR FILLER DETAIL. ALL PLATES ARE 1.5X3 EXCERT AS NOTED. TRUSS HAS VERTICAL DEFLECTION OF 0.70" DUE TO LIVE LOAD A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. AND 0.37" DUE TO DEAD LOAD AT X - 11-01-08. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8' .i- 11 , m 1 5xa T2 5XIO W3 W4 5 2.5X4 5X4 5 F-- XB 47 T 3—X 8— (A i -_=3 3 2L X5 (A 1) v 8 ---T)c6 15'6" -3-6" it 11 ' 1"8 4 -4--8 3 6" 2- 30' R=1558# W=Y8 R=1558# W=Y8 TAY T17 SE? :065354 PL TYP.—ALPINE DESIGN CRIT-TPI OTY 2 TOTAL - 2 REV. 17.3t SCAL 500 30 .0 7 .0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED io .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47 .0 30-0-0 WARNINGS. i .33 ISPACING 24.0" HIPS I t (A556) OWR-/ H8 30' Steodown_Hio____ THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS-MFR*S LAYOUT T TOP CHORD 2xA SP #2 N : Tl 2x4 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) OP B BOT CHORD 2xA SP 02 N :81 2x4 SP #1 Dense: UPLIFT (LB): 700 700 "T WEBS 2xA SP 03 BAG.LOC (FT): 0.00 29.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. ENCLOSED OR FULLY OPEN BUILDING. PRO FSEE OR'AWING A115/R ANO/OR 884.080 FOR FILLER DETAIL. ALL PLATES ARE I.SX3 EXCEPT AS NOTED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (A) IXA *T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8d NAILS @ 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 13 —4 13 5XB T2 QX7 W W5 2.5X4 W3 A 5 X7 8 1 .5X4 2.5X4 x10 49 T3 3XS (Al) 3 P.62 N 3X5 (Al) --7-xio 84 15 6" —4 ' � i � 10 6 13 1..8 4' 10'6" 2 30 R=1558# W=3"B R=1558# W=3"B TAY.- TIB SE? - 6SJ65 PL TYP.-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL - 2 REV. 17.3t SCAL .0. 00 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AiOO 0 .0 AMB FOR GENERAL NOTES, IMRORTANT SPECIFICATIONS AND WARNINGS. 47.0 30-0-0 1 .33 SPACING 24.0" HIPS 1 4 &�'�pft DWR / T9 30' Common THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER-PRQGRAM FROM TRUSS MFR'S LAYOUT 0 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD 2x4 SP 02 N :81 2x4 SP 01 Dense: UPLIFT (LB): 690 690 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 29.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.Q0 PSF (BOTTOMI . PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. SEE DRAWING Alt5/R AND/OR 884,080 FOR FILLER DETAIL. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TRUSS HAS VERTICAL DEFLECTION OF 0.71" DUE TO LIVE LOAD AND 0.38* DUE TO DEAD LOAD AT X - 12-08-02. 15' 15' 7X8 (R) 2.5X4 8 X8 W5 2.5X4 5 F-- W W3 3X4 T2 2.5X4 12xl 410 BT 5X4 1�?41 3X8 (A 1) 3 X5(A 1) 1 M4 a — 5XIO 15'6" .14 -4 ' 6 �-2' + 15*6" 4 ' 10'6" 1 2 30' R=1558# W=3"B R=1558# W=3"S TAG Tig SEJ - 53377 PLT . TYP.-ALPINE DESIGN CRIT=TPI OTY - 8 TOTAL = 8 REV. 17.3t SCAL -0. ?500 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED i0 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0 .0 AMB FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND 47.0 30-0-0 WARNINGS. i .33 SPACING 24.0" COMN P14%0qWR_/ TIO 30' Common THIS QWG. PREPARED-FROM COMPUTER INPUT (LOADS & rMENSIONS) SUBMITTED BY TRUSS MFn TO CHORD 2x4 SP 02 : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC) SOT CHORD 2x4 SP #2 N UPLIFT (LB): 470 590 330 WEBS 2X4 SP #3 BRG.LOC (FT): 0.00 iS.00 29.71 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOPI AND 5.00 PSF (BOTTOMI . -(A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING. BE EOUALLY SPACED. ATTACH WITH (2) 13d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CAPE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 15' 15' 5x 3 1 .5X3 T I A) 3X5 5 1 X5 K4 .5X4 15 T2 i .5X3 3 3X4 (A I) X4 (A 1) 1.5X 3X4 B2 I E3, 12' 18, 12' -F 2' 30 ' R=1011# W=3"B R=1410# W=3"B R-695# W-3"8 -PLYTA T T�2-ALIINE SEJ :06ffi� Y DESIGN CRIT-TPI QTY 6 TOTAL-- 6 REV. 17.3t CAL 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AlOO FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 0 .0 AMB WARNINGS. 47 .0 30-0-0 1 .33 ISPACING 24.0" _ 1 SPEC 4 t jQtL,_(4556) OWR / GAII 30' Common THIS OWG. PREPARED BY THE ALPINE JOB OESIGNER-PROGRAM_FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 Sf 01 Dense : T2 2X4 SP 02 N: KNNLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORm** BOT CHORD 2x4 S 02 N WEBS 2x4 S #3 W3 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) UPLIFT (LB): 120 PLF BRG.LOC (FT): OVER CONTINUOUS SUPPORT .LOAD CONTINUOUS LOADS TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT CASE SIDE L-PLF A-PLF START ENO WITH DEAD LOAD OF 7.00 PSF (TOP) AN6 5.00 PSF (BOTTOMI . 0 T 74.0 74.0 0.0 30.0 ENCLOSED OR FULLY OPEN BUILDING. 0 a 20.0 20.0 0.0 30.0 0 T 130.0 130.0 0.0 21.6 ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. 1 8 10.0 10.0 0.0 30.0 1 T -81.9 -81.9 0.0 15.0 (A) IX4 'L" BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH I T -81.9 -81.9 15.0 30.0 8d NAILS 0 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS SPECIAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING -------------------------------------------------- INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. TC - From 204 PLF at 0.00 to 204 PLF at 21.75 TC - From 74 PLF at 21.75 to 74 PLF at 30.00 SC - From 20 PLF at 0.00 to 20 PLF at 30.00 13 9 2 14 '4"3 4X4 .5X4 5 [��2'5X4 w Or T2 1 .5X4 5X4 _.zhl0'4 1 3 45 (A) 7 2X5 (01) :49'11"1 .5X4 (DI) B2 -0 8' 7 11 11 5'2 7 14 10"4 2.5X4 (DI) 3X 3X4 2 5X4 18' 1 12' 30' R=93 plf W=18'3"B R=609# W=3"S R=1144W-5f-7WEW=3"8 R-1612# W-3"B a) Ir TAY.- T�4 SEG - 6 413 _PL Ty .-ALPINE OESIGN CRIT=TPI OTY - 2 TOTAL - 2 REV, 17.3t SCALE -0%00 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED i0 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AlOO 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND WARNINGS. 47 .0 30-0-0 1 .33 SPACING see abovel GABL J09LI4556) OWR 2 12' Steodown HiD Girder THIS DWG.__PREPARED BY THE At-PINE JOB DESIGNER PROGRAM FROM TRUSS MFR*S LAYOUT TOP CHORD 2X4 SF $2 '' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, (jggj_SBC) BOT CHORD 2x4 SP 02 W UPLIFT (LB): 460 460 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 11.71 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . '#I HIP DESIGNED TO SUPPORT 05-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12' 5 2' 5 4X5 TP LU P= E 5 wl 21=W3 T3 2X4 (A I) I m I X4 (A I) tj — B' BI 2.5X4 1 .M 2' 12' 2 5 2 5 R=970# W=3"8 _91# _91# R=970# W=3"B TAY. T�3 SE? 6g418 -PL TY .-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL 2 REV. 17.3t S 000 30 .0 7 .0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AiOO 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND I WARNINGS. 47 .0 12-0-0 1 .33 -SPACING see abovel HIPS ob: (4556) OWA / T13 12' Common THIS OWG. PREPARED BY THE ALPINE 008 OESrGNER PROGRAM FROM TRUSS_MFR'S LAYOUT TOP CWORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 370 370 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 11.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ENCLOSED OR FULLY OPEN BUILDING. MUST 6E PROPERLY ATTACHED TO THE BOTTOM CHORD. 6 6 5 Wl T2 2X4 (A 1) 'B' X4 (A fl B 1 1 .5X3 2' - 12' 2 R=712# W=3"B R=712# W=3"B TAY. T�7 SE? -06J421 PL TY .-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL - 2 REV. -17.3t SCAL - 000 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47 .0 12-0-0 WARNINGS. 1 .33 ISPACING 24.0" 1 COMN Jgb-. (4556) OWR / GA14 16'6" Common THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOU TOP CHORD 2X4 SP 02 N **xLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORKN* BOT CHORD 2x4 SP #2 N WEBS 2x4 SP 03 ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ;* IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HAS ONLY LOAD CONTINUOUS LOADS EEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS. THE CASE GIDE L-PLF R-PLF START ENO WEBS EXPOSED TO WIND MUST BE DESIGNED FOR LATERAL WIND LOAD 0 T 74.0 74.0 0.0 16.5 EITHER BY TRANSMITTING THIS PROFILE TO ALPINE. OR BY USE IN 0 a 20.0 20.0 0.0 16.5 CONJUNCTION WITH ALPINE'S STANDARD GABLE END DESIGN FOR WEB 0 T 130.0 130.0 0.0 10.5 GRADE, SPACING. AND BRACING INFORMATION. I a 10.0 10.0 0.0 16.5 1 T -93.1 -93.1 0.0 3.0 CONTRACTORS WARNING: I T -86.7 -86.7 3.0 5.2 THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS I T -93.1 -93.1 5.2 8.2 AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING I T -93.f -93.1 B.2 11.2 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. I T -86.7 -86.7 11.2 13.5 1 T -93.1 -93.1 13.5 16.5 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) UPLIFT (LB): 200 590 280 BAG.LOC (FT): 0.00 4.50 16.21 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SPECIAL LOADS -------------------------------------------------- TC - From 204 PLF at 0.00 to 204 PLF at 10.50 TC - From 74 PLF at 10.50 to 74 PLF at 16.50 BC - From 20 PLF at 0.00 to 20 PLF at 16.50 7'7 3 7 7 3 P, 4X4 3X5 3 .5X4 I W2 W3 T2 2X5 (01) 2X4 (01) X4 (01) u ct� M B i i7m 8 w 4 '6 - 1 - 11 '8"B 1 .64 16'6" R=182# W=3"B R=2110# W=3"B R=623# W=3"B TAY TRB SE? -0��4211 PL TY .-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.3t SCAL 500 30 .0 7 .0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AlOO 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND WARNINGS. 47 .0 16-6-0 1 . 33 ISPACING see abovel GA13L JOW.—(4556) OWR / T15 16'6" C mmon THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR*S—LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (iggi sec) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 240 290 370 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 4.50 16.21 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOPI AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24- D.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 8'3" 8'3" 4X T I 2.5X4 5X4 5 C-,- W3 W T2 2.5X4 (A 1) 5X4 (A 1) Qu I 3X7 1.5X3 4'6" - 11 '8"8 �_2 16'6" 2 R=310# W=3"B R=845# W=3"B R=692# W=3"8 TAY. Tp. SE? :06S4jj PL Ty —ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL 2 REV. 17.3t SCAL 7 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AlOO 0 .0 AMB FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND WARNINGS. 47.0 16-6-0 1 .33 ISPACING 24.0" 1 COMN tY. (4556) OWR / HJ16 9*10"13 Hid Jack Girder THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUB ITTED BY TRUSS MFn TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 370 270 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOMI . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 ENCLOSED OR FULLY OPEN BUILDING. SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - 116# t 12 8 12 1 9' 10" 13 2.5-X4 1 .5X3 3.54 W3 2X4 (A i) B I 2.5X4 1 .5X3 2'9 15 9' 10" 13 4 '2" 15 - 5'7" 14 R=563# W=7" 112# R=623# W-3 TAG Tp SE� - 6J438 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL - 4 REV. 17.3t SCAL -0. 000 30 .0 7 .0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AiOO 0 .0 AMB FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND 47 .0 9-10-13 WARNINGS. 1 .33 ISPACING see abovel JACK =: (4556) OWA / -,J17 5'0-7 End JacX THIS DWG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR*S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC7 BOT CHORD 2x4 SP 02 N UPLIFT (LB): 290 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5.04 5.04 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOPI AND 5.00 PSF (BOTTOMI . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING. REACTION OF 136.96. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. R=137# W=I"B 0' 1"7 5 2X4 (Al) 2' 5 0 7 R=440# W=3"8 R=45# W=3" TAG TR SE? - 69440 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL B REV. 17.3t SCAL .0. 000 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AiOO 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47.0 5-0-7 WARNINGS. 1 . 33 ISPACING 24.0 EJACK 4 )at): (4556) OWR / CJ18 3'0"7 End Jack THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHERO 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. uggi sBc) BOT CH RD 2x4 SP 02 N UPLIFT (LB): 290 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.04 3.04 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING. REACTION OF 42.33. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. R=42# W=I"B 3'0"7 N1 rk 9-3"7 5 2X4 (A fl R 1 2' -3'0"7 R=376# W=3"8 R-29# W-3" TAY T4 SEJ :06j4fi PL TYP.-ALPINE DESIGN CRIT-TPI OTY 16 TOTAL 16 REV. 17.3t SCAL 00 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AlOO 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND WARNINGS. 47 .0 3-0-7 i . 33 SPACING 24.0" EJACK (4556) OWA / CJ19 1'0'7 End Jack ---THIS DWG.__PPEPAREO BY THE At-PINE JOB QFSIGNER PROGRAM FROM TRUSS MFn'S LAYOUT TOP CHORD 2xA SP 02 N %*WARNINGum AN UPLIFT REACTION OF -2010 OCCURED ON A SOT CPIORO 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REGUIRED. WEBS 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) UPLIFT (LB): 320 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.04 1.04 REkCTION OF 312.31. TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOP) AN6 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. (Al) B-5-7 2' R=472# W=3"8 R f&-M 3#=W'-1 8 TAG TR SE? -06J444 RLT. TY ALPINE DESIGN CRIT-TPI OTY 16 TOTAL 16 REV. 17.3t CAL 000 30 .0 7 .0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AlOO 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47 .0 1-0-7 WARNINGS. 1 .33 ISPACING 24.0" 1 EJACK ab: (45561 OWA ;77! End Jack THIS DWG. PREPARED BY THE ALPINE ig"SIGNER PROGRAM FROM TRUSS_MFR'S LAYOUT TOP CHORD 2x4 S PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 200 240 WEBS 2x4 SP 02 N BRG.LOC (FTI: 0.00 7.00 7.00 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING. RUCTION OF 213.41, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. R-213# W-1"B 10'11"4 5 2X4 (Al) Rl 2 7 ' R=520# W=3"B R=73# W-Y TAY - T46 SEJ :06J447 PU TYP.-ALPINE DESIGN CRIT-TPI OTY 20 TOTAL - 20 REV. 17.3t SCAL 000 30.0 7 .0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0.0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47 .0 7-0-0 WARNINGS. 1 .33 SPACING -24.0" EJACK city (4556) DWR / HJ219'10"13 Hip Jack Girder THIS OWQ PREPARED FROM COMPUTER _INPUT (LOADS &-?IMLN I"N SUBMITTED BY TRUSS MFA (199 TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED I SBC) SOT CHORD 2x4 SP 02 N UPLIFT (LB): 420 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED To SUPPORT A CORNER SET WITH 07-00-00 ENCLOSED OR FULLY OPEN BUILDING. SETBACX. CORNER JACKS HAVE NO WEBS. PROVIDE CONNECTION FOR 530# AT LOW END OF BOTTOM CHORD TO A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. PREVENT SLIDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - 116# R=623# W=3" 12 8 12 9' 10" 13 1 .5X3 3X4 w W4 3.54 2X4 2.5X4 7"12 2X4 (Al) .5X4 2 9" 15 9 10"13 4 2" 15 - 5'7 14 R=563# W=7" 112# TAY T47 SE 06J4 PL TYP.-ALPINE- DESIGN CRIT-TPI OTY 2 TOTAL - 2 REV. 17.3t SCAR 2 30 .0 7 .0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND WARNINGS. 47.0 9-10-13 1 .33 —SPACING see abOvel JACK i2b: (45561 OWR / CJ22 5' '7 End Jack --THIS DWG. PREPARED BY THE ALPINE J99 DESIGNER PRoGRA FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT tHORD 2x4 SP 02 N UPLIFT (LB): 290 200 200 WEBS 2X4 SP 02 N BRG.LOC (FT): 0.00 5.04 5.04 TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WITH DEAD LOAD OF 7.00 PSF (TOP) AN6 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED REACTION OF 137.03. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. PROVIDE CONNECTION FOR 5300 AT LOW END OF BOTTOM CHORD TO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PREVENT SLIDING. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. R=137C+145#8W=3" 10'1"7 '2"6 5 2X4 (Afl 3 2' 5'0 7 R=440# W=3"8 TAY. T48 SE? :OS454 PL TYP.-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL 4 REV. 17.3t SCAL 000 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AlOO FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 0.0 AMB WARNINGS. 47.0 5-0-7 1 .33 -SPACING 24.0" EJACK Job: (4556) OWR / CJ23 3'0*7 End Jack THIS-OWG. PREPAREO-BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CRORD 2x4 SP f2 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.04 3.04 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED REACTION OF 42.31. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL SAACING AT 24" O.C, PROVIDE CONNECTION FOR 5300 AT LOW ENO OF BOTTOM CHORD TO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PREVENT SLIDING. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OA SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. R=42# W=l"8 '3"7 -8--6 2X4 Al) 3 2' 3'0 7 R=376# W=3"B R=20# W=3" TAY. T49 SE? - 6J4�5 PL TYP.-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL 4 REV. 17.3t SCAL -0. 00 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE RAGE AlOO 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47 .0 3-0-7 WARNINGS. 1 .33 ISPACING 24.0" 1 EJACK %11 _,,*.7' 6nl Jack ----THIS DWG, PREPARED BY THE ALPINE ig2_MIGNER PROGRAM FROM TRUSS MFR'g L YOUT Sp PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT4CHORO 2x4 SP 02 N UPLIFT (LB): 330 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED FF-ACTION OF 213.60. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. PROVIDE CONNECTION FOR 5300 AT LOW END OF BOTTOM CHORD TO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PREVENT SLIDING. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. R=214C+5639 8W=3" 10'A 1"4 '8"2 n [7:p- 2X4 (A 1) 3 8 2 7' R=520# W=3"8 TAY T�i SEQ - 6J466 PL TY .-ALPINE DESIGN CRIT-TPI OTY 10 TOTAL 10 REV. 17.3t AL - . 00 30 .0 7 .0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AlOO 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47.0 7-0-0 WARNINGS. 1 .33 ISPACING 24.0" EJACK Job: (4556) DWR / HJ26 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & UffNSI SUBMITTED BY TRUSS MFR TOP CHORD 2xA SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 BOT COD 2xA SP :2 N UPLIFT (LB): 320 200 ESS 2xA SP 3 BRG.LOC (FT): 0.00 7.07 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 05-00-00 ENCLOSED OR FULLY OPEN BUILDING. SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 2A" D.C. MUST BE PROPFALY ATTACHED TO THE BOTTOM CHORD. 135# 9 10 13 7'0 14 3.54 wl 2X4- (A-1) i .5X3 2'9 15 7'0 14 4'2" 15 2 9 15 R=419# W=7" 130# R=216# W=3" TAY T40 SE? :06J47g PL TYP.-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL - 4 REV. 17.3t SCAL 00 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED io .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AlOO 0 .0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47.0 7-0-14 WARNINGS. i .3 3 SPACING see abovel JACK Job: (4556) OWA / EJ27 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFA'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 290 200 200 'WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5.00 5.00 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING. REACTION OF 135.45. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. R=135# W=I"B 10-1"4 2WAI) 5' R=438# W=3"B R=44# W=3" TAY - T41 SE? :06J478 PL TYP.-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL 4 REV. 17.3t SCAL 00 30 .0 7 .0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE RAGE AlOO 0.0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND —0-0 WARNINGS. 47 .0 5 1 . 33 SPACING 24.0" EJACK nWR / T2B THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROG"AM FEbM TRUSS MFR'S LAYOUT 2x4 SP 2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 Cr SOT CHORD 2xA SP :2 N UPLIFT ILB)): 0470 470 hEBS 2x4 SP 03 BRG.LOC FT : .00 27.62 TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOPI AN6 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WITHIN A 4.50* END ZONE FROM EDGE OF THE ROOF. B' 11"B 8' 11"8 4X4 1.5X3 1.5X3 5 W2 wl T2 2.5X4 (Ai) 5X4 (A 1) 2, 2' R=990# W=3"B R=990# W-3"B TAY T42 SE? :0947 PL TYP.-ALPINE DESIGN CRIT-TPI OTY 5 TOTAL - 5 REV. 17.3t SCAL 7R- 30 .0 7.0 11/13/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED io .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE AlOO 0.0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47.0 17-11-0 WARNINGS. 1 .33 SPACING 24.0" COMN