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Permits 1669 Linkside Ct N (vault folder) ouADDRESS ��✓� BUILDING PERMIT NUMBER IIISS� INSPECTIONS: FOOTING UNDER SLAB PLUMBING a -ISLD' SLAB /_-2' 0U' FRAMING COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 1--3 INSPECTIONS ROUGH FINAL - ZQ �t MECHANICAL PERMIT # PLUMBING PERMIT # NOTES: r:lJIjr CITY OF ATLANTIC IC BEACHPERMIT APPLICATION# BUILDING /ZONING DEPARTMENT 800 Seminole Road Atlantic Beach,Florida 32233 n D (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REWRED DEPT: /,,f,, / y1 p / , / N PLANNING Property Add ��k''C(1 � C..�I t k,�C,� ,G• !�!. z Y � BUILDING z / C ) n �-}�'y/ Y PUBLIC WORKS Aapl<FC�]ilY: / �� U l L 1 r/1 . Y N PUBLIC UTILITIES Project: � � � � � Y ® FIRE DEPT. Y fd PUBLIC SAFETY w APPROVAL )a REQU ED AGENCY: RECEIVED BY: INITIAL: DATE ups Y N I I D.E.P HUFSTc EE LER QLU N S.J.R.W.M. CARPER N ARMY CORPS of ENG CARPER O N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INI L: D ❑ ❑ 1 ST REV ❑ 2 j nv� PLANNING ® ❑ 2ND REV 1 ❑ ❑ ILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ❑ 1 ® 3RD REV ® ❑ Return this form to the Building Department once you have entered your comments into the ASW. A. BUILDING PERMIT APPLICATION ' CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 • Fax:(904)247-5845 Job Address: /6 6' 4tak51a F- e 4) A;W,Vie L-.. Permit Number: —�'� �• Legal Description .r /17 5 f j c- --- 2— Valuation - 2— Valuation of Work(Replacement Cost) $�� ■ Class of Work(Circle one): New Addition Alteration Repair Move ■ Use of existing/proposed structure(s)(Circle one): Commercial Residential ■ If an existing structure, is a fire spner system installed?(Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type of work to be performed: pry-VO�-- ;AA., v r P4^1415 Property Owner Information Name: %u 6g1t".jZ-1-r— Address: /E►691.14)F-SrI g Z;-/U, City7?n,c.T j ,old- StaterLZiP-32a33.-..Phone No q-) a 4-t--3 S; -- Contractor Information: Name of Company: 6 017 6;iA-e 9.za- C4 e k 1,04• Agent: Qual Qualifying i Address: /ao iy,. dgg.** ti i,+� j�i� .-'© City - State t�_Zip 3 3 473 Office Phone �� Q/73 "�i'f 2'2- Job Site/Contact Number�re,fit) 6 o9--S-qX 5 State Certificationaegistration# Office Fax# Architect Name&Phone# Engineer's Name&Phone# 4pplication is hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to the issuance offa permit and that all work will be performed to meet the standards of all laws regulating construction m this jurisdiction This permit becomes null and vaid ijwork is not commenced within srx(61 month ommes, or i f construction or work is suspended or abandoned for a period of six (6) months at arry time mer work is cnced I understand that separate permits must be secured for�"lecb�iccal Nrorly Plumbing,Signs, yT'e11s,Pools, Furnaces,Boilers, beaters, Tanks and Air Conditioners,etG WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Thereby certify thatlhave read and examined this application and know the same to be true and correct, All rovisions o 'acus and ordinances governing this type of work will be complied with whether specified herein or not. The pgranting ra 7ermit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local w regulating construction ormz" ance of construction. iignature of Property Owner Signature of Contractor. , Qa"15�11, Z�-� 'hy°�a ofd rli b fo Q Swod subscri ed fore me y this% ay of lotary I' ' �� Nallti ttl� Ste of Florida y N C�anicnExp�pa F� 0 _• Expirea Fab 28.2010 ''1',�os iai 8 DD 518533 2EVISEWE scion#DD 523638 1....• �n�9 Nagooal Noluy qpn • By National Notary pawn. MAP SHOWING BOUNDARY SURVEY OF LOT 7 BLOCK "' AS SHOWN ON MAP OF j i r �S461 trA ,��iy�sia� t,/iy AS RECORDED IN PIAT BOOK 47 PAGES85-956 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO.. FLA. 4 FOR: CENTE}( J-/O.NES CU,P.oD.PAT�ON NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. _ t'07E EiEYA7/ON5.0.4E S!/OWrV T,//V5: (/4.58) .0.N0 REFFi? TO NA1ld,41. 4 GEODEtIC YE.?P/P.4C OA70W Oi /92: i C -I F'�E`o Tor JAN BURN E T T ------ —--_ - --- c T X moRrcr-4 Co. �r1� Ti4oPD[ r,�7n/ Ti TC E .e 6414/?AA17'Y Co, ,SrEwA�'T r� rc E o� JACK5D�1✓iGL:F, //VC. PART aF SECTlaAl /7,_ ra,twvSL✓/P 2 SO[17�/, RANGE Z 9 EAS r � N i G'SrffL FE.�/CE N89' �G= OD" I tB.Gt/9 •6919 W o j Q 1!•Co14.9' ,.�, y��aS��• Z ; a 4 !7.0' 2.4• a i 57O/7Y 9,9/CIS D r44 � Ey O5 EAP6'R(5VVb o.• s Y OF ATLANTIC BEACH Ni V `/QQ. V ANNIN&ZONING OFFICE .S'89�2G1_t7o" .3' G 20.000 ! co.vco3rc . _ O ssoov o � r•� # � T\; rzi ry � ATLPa 1 , /0'x/O•✓.EA• TRAf✓SfORNEq — --�� `` /9 z ;y 2 6 200 6A,gEME,v� W/ 77QAllfsC�A+1IE°'.4 G � 1 f� CITY OF ATLANTIC BEACH FRECAUT,jONA,YY ,BOIL WA AER NQTICE JULY 209 2007 TO: RESIDENTS IN THE 200 BLOCK OF PINE STREET, THE 200 BLOCK OF POINSETTIA,AND SEASPRAY AVE. FROM PINE STREET TO SENGNOLE ROAD. t A WATER MAIN BREAK OCCURRED AT THE CORNER OF SEASPRAY AND PINE STREET AND A LOSS OF WATER PRESSURE WAS EXPERIENCED. "THEREFORE,AS-A rRECAIMM WE ADVISE THAT ALL WATER USED FOR DRINKING, COOKING,N MUNG ICE, BRUSHING TEETH,OR WASHING DISHES SHOULD BE BOILED. A ROLLING BOIL OF ONE MINUTE IS SUFFICIENT. AS AN ALTERNATIVE, BOTTLED WATER MAY BE USED. THIS PRECAUTIONARY BOOL WATER.NOTICE WILL REMAIN IN EFFECT UNTIL A BACTERIOLOGICAL SURVEY SHOWS THAT THE WATER IS SAFE TO DRINK. c c -Days �: IF YOU HAVE ANY QUESTIONS,YOU MAY CONTACT THE ATLANI'tC BEACH PUBLIC UTILITIES DEPARTMENT AT 247_5834. Donna K&IU2ntak Utility Director CITY OF ATLANTIC BEACH N_ 29516 FLORIDA February 9, 2000 NAME Adams & Grimm P A ADDRESS 1602 Copeland Street CITY Jacksonville, FL 32204 Re: Jan Burnett vs. Centex & Mandarin Heating & Air Your File #274-001 - 1669 Linkside Ct. No. Copies of City file, including home plans of 1669 Linkside Ct.No. , Atlantic Beach: _$17.00 Check No. 1099 317.69 51 Date: 2/69/QB 91 Rece pt: 6x32711 ^111— When Signed, Dated and Numbered, This Becomes an6@fiEVLr4 ipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER 5 __ :s,:. _ ._c_:_..; .,�..� __ �� ...:.:_ _F� _:,_ .._�1 ::.�,z. �,.:._ �.....:,_ - ...ate-J �:_::�� .._._ '� ____ �•�_: ._�_ --_� ._ ...___ ADAMS & GRIMM, P.A. of-99 1099 904-389-9550 1602 COPELAND STREET 63-5621630 JACKSONVILLE, FL 32204 P DATE _. _c� ---- PAY A - TO THE — _ a ORDER OF LlC_ �C DOLLARS FIRST - -_-- GUARANTY JACKSONVILLE'S OLDEST BANK FOR �L< —�_ii4, �.'1 - ��: Z` !1 vIJ I1'00 L 9911' i:06 300 56 28l: L800 L 768 50u NP ...,::. ..- — s— .......- cc)) 1749 FIRST COT, OFFI E FRORUC 640 o3rd STREET NORTH JACKSONVILLE BCH., FLA. 322 DATE: 246-7537 kbm4DA ORES : SOLDSV. CAA I CHARGE I ON ACCT.I HOSE RTD. PAID OUT 77 1 ICU=-470MERS ORDER NO. RECEIVED SY: KEEP THIS COPY FOR YOUR RECORDS 01997 D SL527 011/91i00 MON 15:19 FAX 904 989 8152 ADAMS & GRIMM, P.A. ADAMS & GRIMM, P.A. RECD JAN 31 2000 ATTORNEYS AT LAW 1602 COPELAND STREET JACKSONVILLE,FLORIDA 32204 ADAM G.ADAMS, III TELEPHONE: (904)389-9550 COURTN-LY K.G141114 iii TELEFAX: (904) 389-9152 TELECOPIER COVER SHEET TO: City Clerk's Office Attn: Maureen King FAX NUMBER: 247-5805 FROM: Courtney K. Grimm DATE: January 31, 2000 NUMBER OF PAGES (INCLUDING COVER SHEET): 4 SENDER'S FAX NUMBER: (904) 389-9152 If you have any problem receiving these pages please call Melissa Moon at (904) 389- 9550. COMMENTS: Per our conversation. I attach the Subpoena that was served on Don Ford. If you have any questions, please call. FILE NO.: Mandarin Heating & Air adv. Burnett, File #274-001 This message is intended only.for the use of the individual or entity to which it is addressed and may contain information that is privileged,confidential and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the U.S. Postal Service. Thank you. Oli�i!00 MON 15:19 FAX 904 389 9152 ADAMS & GRIMM, P.A. l¢JUUL IN THE CIRCUIT COURT, FOURTH JUDICIAL CIRCUIT, IN AND FOR DUVAL COUNTY, FLORIDA CASE NO.: 97-06714 CA DIVISION: CV-C JAN BURNETT, Plaintiff, VS. CENTEX REAL ESTATE CORPORATION, INC. and MANDARIN HEATING & AIR, INC., a dissolved corporation, Defendants. SUBPOENA DUCES TECUM WITHOUT DEPOSITION THE STATE OF FLORIDA TO: City of Atlantic Beach c/o Dar: Ford, Building Inspector 800 Seminole Road Atlantic Beach, Florida 32233 YOU ARE HEREBY COMMANDED to appear at the Law Offices of ADAMS & GRIMM, P.A., 1602 Copeland Street, Jacksonville, Florida 32204 on January 12, 2000, at 10:00 a.m. and to have with you at that time and place documents listed on Exhibit A attached. These items will be inspected and may be copied at that time. You will not be required to surrender the original documents. You may comply with this Subooena by providing legible copies of the items to be produced to the gttornev whose name appears on this Subpoena on or before the scheduled date of production. You may condition the preparation of the copies upon the payment in advance of the reasonable 01/31/00 BION 15:20 FAX 904 389 9152 ADAMS & GRIMM, P.A. 10003 a cost of preparation. You may mail or deliver the copies to the attorney whose name appears on this Subpoena and thereby eliminate your appearance at the time and place specified above. You have the right to object to the production pursuant to this Subpoena at any time before production by giving written notice to the attorney whose name appears on this Subpoena. This will not be a deposition. No testimony will be taken. If you fail to: (1) appear as specified; or (Pi L', furnish the records instead of appearing as provided above; or (3) object to this Subpoena, you may be in contempt of Court. You are subpoenaed by the attorneys whose names appear on this Subpoena and unless excused from this Subpoena by the attorneys or the Court, you shall respond to this Subpoena as directed. GATED , fig: ADAMS & GRIMM, P.A. For a Court Adam Z. Ada s, Ill Floridabar No 3707'38 Courtnky, K. rimm Florida Bar o. 953740 1602 Copeland Street Jacksonville, Florida 32204 (904) 389-9550 telephone (904) 389-9152 facsimile CERTIFICATE OF COUNSEL I HEREBY CERTIFY that there has been no timely objection made by any interested party to this matter and hereby is77tortne s Subpoena Duces TZTecmwithout Deposition. 01/31/00 MON 15:20 FAX 904 389 9152 ADAMS & GRIMM, P.A. Wjuu4 3 EXHIBIT A 1 . The entire file with respect to the Burnett residence at 1669 Linkside Court North (Lot 117, Selwa Linkside), Atlantic Beach, Florida, including all records, correspondence, memorandums, notes, plans, reports, inspections, daily logs, work reports, drawings, pictures and receipts of payment. FROM : TROPIC ,FAX NO. : 904 247 9241 Mar. 21 2001 04:18PM P1 5 MIN. RETURN �.+C FI.A.M77LAWf :al•°aGP1E# �-�` 1.-_.Za-�._"�� $ooh 9956 P'ag�;n�t1lI�N3++uv 1 FS 719.17 Notice o� Commencement To whom it may concern: CAI e 7 9 - The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.1 Description of property....1 ._un..-..... ?£.�V� ..................................................................................................................................................................................... ........I......................... .............................................................................................................................................. ...................................................................t .................................................................................................,.... General description of improvements....A.1.a ti Wpb a?. ^^ .... .4: -.. : LAS`"�- .................................... _.... -....._.................................-............................................................................................................. ...........................`........................ ............................................................................. Owner...... .'ti?...��a.J% ...................................... .. Address ►1...1.141 ...:.!.c....!.7.ti.h.. ..�. .� . Owner's interest in site ofthe improvement Fee Simple Title holder(if other than owner) Name.................................... .................... 1 ...` ................................,.........,........ ............... ...... Address.....................-rill..? ............\.. ........................................................................................................... N Contractor.. 4.L�.�.ti)...1 AJ.:....R.�.`5.. !. .�.!^(�.E....:.....p... q.........,............................. Address........ :d. .... �: r�...tt�.V.S ... ..t... :JF?:.X...k�i'�r.... .3:d 5�... ...................... . a N surety(if�y Address... j ... .� .......:Y.-.........�....................................................._�L...o-v... � Amount of bond S...........-.......:.. a Any person making a loan for the construction improvements: -f p° Name ............................................................................................................................................... rAddress....... '. ...).-k........................................................................................................................................... Person with�.the State of Florida designated by owner upon whom notices or other documents may be served: Name...............��. ................................................................................................................................................ Address......... .."...................................................................................................................................... In addition to himself,owner designates the following person to receive a copy of the Uenor'3 Notice as provided in 0. Section 713.13(1)(h),Florida Statues- (Fill in at Owner's option). Address.......6'.:d..1.E:...Vii.. .... V.�z..` ��......... .. `:............... 3r2=? .... .. This space for recorder's use only 1)!��C�Owner Sworn t9lind subscribed before me this.,.....day of p Notary Public ILISA M.TEWS NEWSOME _ 9�1) My Comm EV.3/2&MZ No.tC 728173 PV WM Kn 1461h.te. 09Q909 Dale Fil41 a 73 JamCIL 5:03 M _ CI MWT nol F" C0�► f 110p0p �ry01t9S� � 5:00 Y CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5626-FAX: 247-5877 PERMIT RIIII' TI+ LOC 4NI+ N Permit Number: 21879 Address: 1669 LINKSIDE COURT NORTH Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section:0 Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: 7,015.00 : ` Date Issued: 5/03/2001 Name: JAN BURNETT Total Fees: 75.00 Address: 1669 LINKSIDE COURT NORTH Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: 5/03/2001 (904)260-0464 Work Desc: ALUMINUM FRAMER EEN EN LQ URE,, TROPICAL ENCLOSURES INC.,,.-' 75.00 m , Y. FSK a L a �x b FINAL NOTICE- !ISPECTIO IJST BE`REQUESTED AT LEAST 24 HOURS PI R TO INFECTION _w - -... W. Ar., BUILDING MATERIAL,MAVBBISH ANdjDEBRIS FROM THIS WORK MUST NOT 'PLACED IP 'UBLIC SPACE, AND MUST BE CLEARED UP AND HAULED*AWAY.BY EITHER CONTRACTOR OBOWNER "FAILURE TO COMPLY VITH C Stltt.. R LT IN THE PROPERTY OWNER PAYIN r. IC O Ut DIN I P ISSUED ACCORDING TO APPROVED PIJICI:1l�ARLfitITF ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS d $75.88 14 AT IC BLCHJUILDING DEPT. Date: 5/18/81 81 Receipt: 8856882 CHECKS 2462 CITY OF ATLANTIC BEACH PERMIT CA�LC/ULATION SHEET Address G 6 � / !N U S (D P= C 71. Yy . Date LL 2- (a - © r Heated Square Footage @ $ per sq ft = $ Garage/Shed �@ $ per sq ft = $ Carport/Porch �' h @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio J @ $ per sq ft = $ �p TOTAL VALUATION : $ `�— n c S /,S s Total Valuation 1st $ / Oa 6 Remai ing Value $ . oOper thousand o portion thereof TOTAL BUILDING FEE $ O + 1/2 Filing Fee $ 3 S ( ) Fireplaces @ $15 . 00 $ -- C7 - BUILDING PERMIT FEE $ pct WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ S .O o ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : RE C`°" CITY OF ATLANTIC BEACH AF'R 2 0, PEP-v4.--"T APPLICATION REMODEL, ADDITIONS, MOVING, DEMOLITIONS url an 7 ;caner s; rV—)-N i 1' =caress : ��CA �LIL) sk 1� - � 'orl,- '- �0 3 or . ..� ��1.�_.�-�►�}ls�._d...��•�� - C.-,r r c C��r :��1� �F 1�.�'�C7 VY�•4 L 0=�7 c 0 e� �—�—�•,.��CO�.�11.1;"4=�'---=-�,,bl� � e, _one : !V`w COScC Ise : 1.1 V `L- -- —.. - ---- -- C i_ 'J25, '.vF;a _tet •_:t9 _i,',lt�^...__.•,_ �. _.._ .i..C.P.� ace� SiTSMiT TREE' (CCrA!ERC:I'LL; TWO (RE'S:aEN1'LI.I.•) CE' PLANS, INC UDING S I M _ P+AN, SURVEY, ENERGY CC:D ` FORMS, NUT I iM '-'r C Ob4�.7C g1EIJ T, r1NTi OWNER/CONTRACTOP. AF'FIDAV21', IF OWNER IS CON--p.ICTOR. h � 1 _ and ] I C^riGeC . effore me _5— 0 (j*� da, r---J—_1 ELL•v syr- 0- REC, 1-7t ��pf F�09 LISA M.TEWS-NE-wsOME m LRC a My Comm Exp.3!26/2002 APR 6 ?oul m CC 728173 City l)Per.analy Known [d'bthrr I.D. City of Atlantic beach Building and Zoning 5 M1N. RETURN FLA.1977 LAWS `��IQNE # <2' `�� Book 995 F}agAt ►rll ao9 FS 713.13 Notice Of Commencement To whom it may concern: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Description of property ... . . ........... . .. . •.• .... ... .. . ....................•. ...........................................•.......•................................................................................................................................... ...............................................................................................................................................I........I.................... General description of improvements....0%. ........ ... ..............•.•. .......•......................................•.......................................................................-.............................................................. Owner...... .... ?-.?,? �~�.L`cZ .-3......... ;:."...;.......{.......•.................r.\...•.•............ :..n................. .................... Address ...1.�a. .c1....1� �• )1�. + .• .... ,.` `V�..'.......! ..`•...... .�.�..... Owner's interest in site of the improvement•.......... ... .........................••.....•......................................................... Fee Simple Title holder(if other than owner) Name ....................................4. ...............•... ...IA ....•...................•....•........................................•................. o (jo Address .................. ............. ...................•....••• ......:................................................................................ n, Contractor... ,q..t,J.. 1. .:.... .Cs,.�+-?.`a.. l:k`... ...... 11n/� . pp .. ..................... ..... ....................... ry Address "c> .�....e4: �t�..! �.ti?.C......�� ...�...�..� ..tE�� .j� � � 4a . a�is?�`a .. Surety(if any) a . ........ ................................... Address ...! ..�1.. .... 4?`�i,>;��s....t .(.1-. :L...� :� ...1-•.•.�....•...•........ Amount of bond$ .... .�? ,�A Any person making a loan for the construction improvements: Name................ .....................•..............•.................................•..•.............•................................................... Address ........ Yl...> ..............•.................•.............•.......•..............•.•..............................•..................................... Person witN�e State of Florida designated by owner upon whom notices or other documents may be served: Name . . - .�..0 ..........................................................•.....•.•..............................................................•........ Addresss ..•......`�Y) � a In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in CL Section 713.13 (1)(h),Florida Statues. (Fill in at Owner's option). Name........1!:::. ..... .\� ��..�.n. .•�� . .`� .. .. L .•�- .... .....•....... . �.�Address ....... .��1�....Cl... �.... ::4?`z,.. �y.`........... A.. ....��?. ........ ..1l..•..• r'}- ......... This space for recorder's use only ....(�....... ..... .. .... Owner Sworn t nd subscribed before me this .....•.day of ...3.7.A•U............... W4:;44I Notary Public LISA M.TEWS-NEWSOME 01ARY o My Comm Exp.3/26/2002 a PUBIiC > No.CC 7281773 I I Personally Known 14&.er I.D. MAP SHOWING BOUNDARY SURVEY OF LOT _ // 7 BLOCK AS SHOWN ON MAP OF .5EL V4 Z 1A11- 'S/Dh" 111V/T e AS RECORDED 1N PLAT BOOK '�7_ PAGES 85 g5B OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA, FOR: CENT�X�-�O.NES_ CU�?,oQ'RAT/ON NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. ti07E. E<EYAT/OVS qRE SlvVfVAI 7//1/5' 04.56) AwD 19,F46R rO NA>ia&W4 GEODEIiC VER//C'AC OA7uu O� /929 C E-R rI FiED To:- JAN OURME T T — --- -------_ _ --- -------- - ---- C rX moRTaAGE co- me r/F0,404/7WAI Ti TC•E � G� .�nlTY Co, 5TEw,4z r T/ r4& o� dA C K50A/V//-LLE, in/C, PART aF SECT1aAl /7,. roX/sVS!//P 2 sv117/-/, e9 EA 5 7 � N ,G'S�EEL FENCE AS.r.2/9 W i7.0• Rj1 Z ,�` o.S• � 12.4' f IN i 5701?Y 9,elcv S) W � O h a v °; o..• j ;� App UNNN,TLAiT C 8EACI 9 3 Z OFFICE t'x 3 f' /UY!'O� CiJU f Ca.v[dfTE . Q G.5• 0 8.g'o �'� � �1 '� N�9 -- �i'�._ A 3.33• RC. APPROVED /o'x/O'✓.fA• TRANSfaRMEq ------ "�'� Z�"}'�9 ACH P. OF ATUMIC BE EASiEMEN/ W/ 7*.41f�,eMf G / a,v J-0" f.S �� r 5 0 3G.7 $�tLDITIlG OFFICEcomer•«a t 72 ; A 66- 2 R00 C�lypT 2001 ppR CV t f f ti � ,� is 3,q I5 5or f f Y' } 1� lone �ol � aJ�S �'° �G� P`�ea��9ace �A• Q` lr�OrQ�e �p0 'o q e i\Qt� °JQa ` �GQ,�I. er, Qy FO ` e• F`°gtii�°a v 1 G Gp i\�g QIP' BEd• Oa�e l c SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1.1ROOF AND/OR TABLE 3.1.2 MINIMUM 3-1/2" 'LW' SLAB ON GRADE OR L IFOR MAX.RAISED FOOTING PRIGHT(SEE DETAILS FOR ENGTH 1" x 2" FOOTINGS) VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROAM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE LOAD WIDTH SECTION 7 FOR DETAILS) FOR ROOF BEAM LW P/2 SOLID ROOF O.H. EXISTING SIZE BEAM AND UPRIGHTS STRUCTURE (SEE TABLES) P = PROJECTION FROM BLDG. r VARIES LW = LOAD WIDTH P VARIES -- TYPICAL SCREEN / GLASS ROOM NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4" x 2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1" x 2"TO WOOD WALL WITH #10 x 2-1/2" SHEET METAL SCREWS WITH WASHERS OR#10 x 2-1/2"WASHER HEADED SCREW 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + 0.H. SELECT FOURTH WALL BEAM FROM.TABLE 2.1.3 USING P/2 Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(WM)7674774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-1 SECTION 3 SCREEN, VINYL & GLASS ROOMS ALTERNATE CONNECTION BEAM/HEADER DETAIL 1"x 2"WITH :::i a (3)#10 x 1-1/2" S.M.S. INTO SCREW BQSS ANGLE CLIPS MAY BE (2)#10 x 1 1/2' S. M. S. INTO SUBSTITUTED FOR INTERNAL SCREW BOSS SCREW SYSTEMS ANCHOR 1"x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN ( ) 6" OF EACH SIDE OF EACH MIN. 3 #10 x 1 1/2" S.M.S. POST AND 24" O.C. MAX. INTO SCREW BOSS MIN. 3-1/2" SLAB 2500 PSI -- 1"x 2" EXTRUSION CONC. 6 x 6- 10 x 10 W.W.M. OR FIBER MESH 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 2" x 2" OR 2" x 3" OR 2" SMB (4)#10 x 1/2" S.M.S. EACH SIDE POST OFPOST 0 o HEADER BEAM ANCHOR 1" x 2" CHANNEL TO o 0 CONCRETE WITH 1/4' x H-BAR OR GUSSET PLATE 2-1/4'CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. MIN. (4)#10 x 1/2" S.M.S. @ OR THROUGH ANGLE AT 24" EACH POST O.C. MAX. 0 1"x 2" EXTRUSION MIN. 3-1/2" SLAB 2500 PSI 0 CONC. 6x6-10x10 W.W.M. OR a 1-1/8" MIN. IN CONCRETE FIBER MESH • VAPOR BARRIER UNDER • CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)7678556 SEAL PAGE p © COPYRIGHT 2000 3-U NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 3 SCREEN, VINYL & GLASS ROOMS ALUMINUM FRAME SCREEN 5/16'0 GALVANIZED 'ALL WALL THREAD' OR'THREAD ALL' ROWLOCK EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE W/ BRICK KNEEWALL TYPE'S' APPROVED CONCRETE MORTAR REQUIRED FOR ANCHOR @ 24" O.C. MAX, AND LOAD BEARING BRICK-WALL WITHIN 6" OF EACH UPRIGHT ALTERNATE CONNECTION OF OR APPROVED ALTERNATE SCREENED ENCLOSURE FOR BRICK OR OTHER NON- ALTERNATE 1/4"x 6" vn STRUCTURAL KNEE WALL CONCRETE SCREW THROUGH � 1"WIDE x 0.063" STRAP @ 1" x 2" AND ROWLOCK INTO iv Q EACH POST FROM POST TO FIRST COURSE OF BRICKS �'' FOOTING W/ (2)#10 x 3/4" S. M. S. STRAP TO POST AND (1) 1/4"x 1-3/4"TAPCON TO ( SLAB OR FOOTING 4" (NOMINAL) PATIO " CONCRETE SLAB W/ (1)#5 0 BARS W/3" COVER (MIN.) 6 x 6- 10 x 10 WELDED WIRE (TYPICAL) MESH OR FIBER MESH CONCRETE BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2'-0" MIN. r (1)#50 BAR CONT. BEFORE SLOPE N . . � � Co (1)#50 BAR CONT. Co N ' — � —� L=Tr=iTE 1=i TYPE I TYPE II. TYPE III FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2" / 12" 2"/ 12"- V-10" > 1'-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE EXCEEDS 16'-0" FROM HOST STRUCTURE THEN A TYPE it FOOTING IS REQUIRED. ROOMS GREATER THAN 400 SQ. FT. REQUIRE TYPE III FOOTING. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED.BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA.FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL 73-16 © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER ALTERNATE CONNECTION: (3)#8 SCREWS PER PAN SEALANT WITH 1" MINIMUM #8 x 1/2" S.M.S. (3) PER PAN EMBEDMENT INTO FASCIA (BOTTOM)AND (1) @ RISER THROUGH PAN BOXED END (TOP) HEADER (SEE NOTE BELOW) ROOF PANEL J = W Q W #10 x 1-1/2" S.M.S. (1) PER #8 x 1/2" S.M.S. (3) PER PAN RAFTER OR TRUSS TAIL (BOTTOM)AND (1) @ RISER #10 x 3/4" S.M.S. @ 12" O.C. (TOP) EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SEALANT FOR MASONRY USE #8 x 1/2" S.M.S. (3) PER PAN 1/4" x 1-1/4"TAP-CON ANCHOR (BOTTOM)AND (1) @ RISER OR EQUAL @ 24" O.C. FOR (TOP) WOOD USE #10 x 1-1/2" S.M.S. j OR WOOD SCREWS @ 2" O.C. HEADER (SEE NOTE BELOW) /7ROOF PANEL Lu Z: = QW EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. (3) PER PAN OTHER CONSTRUCTION (BOTTOM)AND (1) @ RISER ROOF PANEL TO WALL DETAIL (TOP) NOTES; ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH#8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2"WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH#8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH#8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16"TEK SCREWS ARE ALLOWED ASA SUBSTETUTE FOR#8 x 112" S.M.S. Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)7676556 SEAL PAGE © COPYRIGHT 2000 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. D 0 -4 m U) N D Table 7.2.2 Allowable Spans for Riser Panels for Various Loads M CD Aluminum Building Systems, Inc. n Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 ---1 3"x 12"x 0.019"Riser Panels 0 " © Open Buildings Enclosed Buildings -4 z n Wind Applied Overhang Condition Wind Applied Overhang Condition o "' Region Load One and Three Four Span Max Region Load One and Three Four Span Max 0 < o Z g Two Span Span p Cantilever g Two Span Span P Cantilever OD G) M w m =3102 M.P.H. 17 10'-7" 13'-1" 13'-4" 4'-11" 102 M.P.H. 30 8'-10" 10'-10" 11'-1" 4'-2" M T M 53 z 110 M.P.H. 20 10'-1" 12'-6" 12'-9" 4'-9" 110 M.P.H. 35 814" 10'-4" 10'-7" 3'-11" 0 0 o �' 0 120 M.P.H. 24 9'-6" 11'-9" 12'-0" 4'-6" 120 M.P.H. 41 7'-11" 9'-9" 9'-11" T-9" � ZOMM vC $ m � m 130 M.P.H. 28 9'-0" 11'-2" 11'-5" 4'-3" 130 M.P.H. 48 7'-6" 9'-3" 9'-5" 3'6" a o oED 140 M.P.H. 32 8'-7" 10'-7" 10'-10" 4'-0" 140 M.P.H. 56 7'-1" 8'-10" 8'-11" 3'-4" z b :Im � 1 150 M.P.H. 37 8'-2" 10'-2" 10'-4" T-10" 150 M.P.H. 64 6'-10" 8'-5" 8'-7" 3'-2" o °i ? SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.2 Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3"x 2"x 0.045" Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H.1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#/Sq. Ft. 10#/Sq. Ft. 12#/Sq.Ft. 15#/Sq. Ft. 16#/Sq. Ft. 36" 12'-6" 11'-8" 10'-8" 9'-10" 8711" 8'-6" 42" 11'-7" 10'-9" 9'-11" 9'-1" 8'-4" 7'-11" 48" 10'-10" 10'-1' 9'-3' 8'-6" 7'-9" 7'-5" 54" 10'-3" 9'-6" 8'-9" 8'-0" 7'-4" 6-11" 60" 9'-8" 9'-0" 8'-3" T-7" 6'-11" 6'-7" 66" 9'-3" 8'-7" 7'-11" 7'-3" 6-8" 64" 72" 8'-10" IL 8'-3" T-7" 6'-11" 6'4" 6'-0" 78" 8'6" T-11" T-3' 6'-8" 6-1" 5'-9" 84" 8'-2" 7'-7" T-0" 6'-5" 5'-10" 5'-7" 90" 7'-11' 7'-4" 6'-9" 6'-2" 5'-8" 5'-5" 2"x 3"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H.1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#/Sq.Ft. 10#/Sq.Ft.1 12#/Sq.Ft. 15#/Sq. Ft. 16#/Sq.Ft. 36" 14'-3" 13'-3" 12'-2" 11'-2" 10'-3" 9'-9" 42" 13'-3" 12'-3' 1114' 10'4" 9'-6" 9'-0" 48" 12'4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5" 54" 11'-8" 10'-10" 9'-11" 9'-2" 8'4" 7'-11" 60., 11'-1. 10'-3" 9'-5" 8'-8" 7'-11" T-6" 66" 10'-7" 9'-10" 9'-0" 8'-3" 7'-7" 7'-2' 72" 10'-1" 9'-5" 8'-8' T-11" 7'-3" 6'-10" 78" 9'-8" 9'-0" 8'4 7'-7" 6'-11" 6'-7" 84" 9'-4" 8'-8" 7'-11" 7'-4" 6'-8" 6'4" 90" 9'-0" 8'-5" L T-9" 1 7'-1" 6'-6" 6'-2" 2"x 4"x 0.050" Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P,H.T 120 M.P.H.1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#/Sq. Ft. 10#/Sq.Ft. 12#/Sq.Ft. 15 t. 16#/Sq.Ft. 36" 19'-7" 18'-2" 16'-9" 164" 14'-0" 13'-4" 42" 18'-1" 16'-10" 15'-6" 14'-2" 12'-11" 12'-4" 07 48" 16'-11" 15'-9" 14'-6" 13'-3" 12'-2" 11'-6" 54" 15'-11" 14'-10" 13'-8" 12'-6" 11'-5" 10'-10" 60" 15'-2" 14'-1" 12'-11" 11'-10" 10'-10" 10'-4" 66" 14'-5" 12'4" 11'-4" 10'-4" 9'-10" 72" 13'-10" 12'-10" 11'-10" 10'-10" 9'-11" 9'-5" 8" 13'-3" 12'-4" 11'-4" 10'-5" 9'-6" 9'-1" 84" 12'-10" 11'-11" 10'-11" 10'-0" 972 8'-9" 90" 12'4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5- Notes; Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Using screen panel width"W"(See typical glass room drawing.),select upright required from the maximum height allowed for each extrusion. Screen Splines on 3"side. extrusion turned with 3"side parallel to sole plate. Lawrence E. Bennett, P.E. CIVIL ENGINEER.DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767-6556 SFAS C COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E 3-2 SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3.1.2 Allowable Beam Spans - Hollow Extrusions for Screen and / or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 PH I 110 MPH 1 120 MPH 1 130 MPH 1 140 MPH 1 150 MPH Applied Load 17#ISq.Ft 20#ISq. Ft 24#/Sq.Ft28#ISq.Ft 32#ISq. Ft 37 Sq.Ft Load Width 3"x 2"x 0.045" 5' 6'-6" 6'-0" 1 5'-6" 5'-1" 4'-9" 4'-5" 6' 5'-11" 5'-6" 5-0" 4'-8" 4'-4' 4'-0" 7' 5'-6" 5'-1" 4'-8" 4'-4" T-11" 3'-9" 8' 5'-1" 4'-9" 4'-4" 4'-0" T-9" 3'-6" 9' 4'-10" 4'-6" 4'-1" T-10" 3'-6" 3'-3" 10' 4'-7" 4'-3" 3'-11" 3'-7" 3'4" 3'-1" 11' 4'-4" 4'-1" 3'-9" 1 T-5" 1 3'-2" 1 2'-11" 12' 4'-2' 3'-11" T-7" T-3" 3'-1" 2'-10" Load Width 2"x 3"x 0.045" 5' 6'-9" 6'-3" 5'-9" 5'-3" 4'-11" 4'-7" 6' 6'-2' 5'-8" 5-3" 4'-10" 4'-6" 4'-2" 7' 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 3'-10" 8' 5'-4" 4'-11" 4'-6" 4'-2" 3'-10" 3'-7" 9' 5'-0" 4'-8" 4'-3" 3'-11" 3'-8" 3'-5" 10, 4'-9" 4'-5" 4'-1" 3'-9" 3'-6" T-3" 11' 4'-6" 4'-2" T' 10" T-7" 3'-4" 3'-1" 12' 4'-4" 4'.0- T-8" T-5" 3'-2" 2'_11" Load Width 2"x 4"x 0.050" N 5' 10'-1" 9'-5" 8'-7" 7'-11" 7'-4" 6'-11" "—� 6' 9'-3" 8'-7" 7'-10" 7'-3" 1 6'-9" 6'-3- 7' 8'-7" T-11" 7'-3" 6'-9" 6-3" 5-10" 8' 7'-11" 7'-5" 6'-10" 6'-3" 5'-10" 5-5" 9' 7'-6" 7'-0" 6'-5" 5'-11" 5-6" 5'-2" 10' 7'-2' 6'-8" 6-1" 5'-7" 5'-3" 4'_10" 11' 6'-10" 6'-4" 5-10" 5'-4" 4'-11" 4'-8" 12' 6'-6" 6'-1" 5-7" 5'-2" 4'-9" 4'-5" Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 11 1 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)7678558 SEAL a:.G E © COPYRIGHT 2000 3-18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT P.E SOLID ROOF PANEL PRODUCTS SECTION 7 0 M ROYAL ALUMINUM EZ-LOK ROOF PANEL Table 7.3.1 Allowable Spans for EZ-LOK Panels for Various Loads Royal EZ-LOK Composite Panels Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S.1# Density 3"x 48"x 0.024"Roof Panel with R Value of 11.58 Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhan Condition Region Load NONEKIT-11- 2'-0" 3'-0" Region Load NONE 1"-0" T-O"' T-O" 102 M.P.H. 17 16'-4" 16'-10" 17'-5" 102 M.P.H. 30 12'-9" 12'-11" 13'-4" 14'-1" 110 M.P.H. 20 15'-2" 15'-8" 16'-4" 110 M.P.H. 35 11'-10" 12'-0" 12'-6" 13'-3" 120 M.P.H. 24 13'-11" 14'-5" 15'-2" 120 M.P.H. 41 10'-10" 11'-0" 11'-7" 12'-5" 130 M.P.H. 28 12'-10" 13'5" 14'-2" 130 M.P.H. 48 10'-0" 10'-3" 10'-9" 140 M.P.H. 32 11'-11" 12'-7" 13'-4" 140 M.P.H. 56 9'-3" 9'6" 10'-1"150 M.P.H. 37 11'-1" 11'-10" 12'-7" 150 M.P.H. 64 8'-8" 8'-11" 9'-7" 10'-7" 4"x 48"x 0.024"Roof Panel with R Value of 15.44 Open Buildings Enclosed Buildings Wind Applied 0 erhang Condition Wind Applied 0 erhang Condition Region Load NONOV-0" T-0 2'-0" 3'-0" Re ion Load NONE 1'-0" 2'-0"' T-O" 102 M.P.H. 17 17'-118'-4" 18'-11" 102 M.P.H. 30 13'-9" 13'-11" 14'-4" 14'-11" 110 M.P.H. 20 16'-87'-1" 17'-8" 110 M.P.H. 35 12'-9" 12'-11" 13'-4" 14'-1" 120 M.P.H. 24 15'-315'-9" 16'-5" 120 M.P.H. 41 11'-8" 11'-10" 12'-4" 13'-2"130 M.P.H. 28 14'-114'-8" 15'-4" 130 M.P.H. 48 10'-10" 10'-11" 11'-6" 12'-4" 140 M.P.H. 32 13'-113'-8" 14'-4" 140 M.P.H. 56 10'-0" 10'-3" 10'-9" 11'-8"150 M.P.H. 37 12'-22'-10" 13'-7-1 150 M.P.H. 1 64 1 9'-4" 1 9'-7" 10'-2" 11'-1" 5"x 48"x 0.024"Roof Panel with R Value of 19.30 Open Buildings Wind Applied 0 erhang Condition Wind Applied . 0 erhang Condition Region Load NONE 1'-0" 2'-0" T-0" Region Load N NE 1'-0" 2'-0" 3"-0" 102 M.P.H. 17 20'-2" 20'-4" 20'-7" 21'-1" 102 M.P.H. 30 15'-5" 15'-7" 15'-11" 16'-7- 110 M.P.H. 20 18'-9" 18'-10" 19'-2" 19'-8" 110 M.P.H. 35 14'4" 14'-6" 14'-11" 15'-6- 120 M.P.H. 24 17'-2" 17'-4" 17'-8" 18'-3" 120 M.P.H. 41 13'-2" 13'-3" 13'-9" 14'-5- 130 M.P.H. 28 15'-11" 16-0" 16'-4" 16-11"1 130 M.P.H. 48 12'-2" 12'-3" 12'-9" 13'-6" 140 M.P.H. 32 14'-9" 14'-10" 15-3" 15'-11'1 140 M.P.H. 56 11'-3" 11'-5" 11'-11" 12'-9" 150 M.P.H. 37 1 13'-9" 13'-11"1 14'4" 15'-0"1 150 M.P.H. 64 1110'-6" 10'-8" 11'-3" 12'-1" 6"x 48"x 0.024"Roof Panel with R Value of 23.16 Open Buildings Enclosed Buildings Wind Applied 0 erhang Condition Wind Applied 0 erhang Condition Region Load NONF274" 22%7" 2'-0" T-0" Region Load NONE 1'-0"' X-O" 3'-0" 102 M.P.H. 17 22'-32'-7" 23'-1" 102 M.P.H. 30 16'-11" 17'-1" 17'-6" 18'-0" 110 M.P.H. 20 20'-81'-1" 21'-6" 110 M.P.H. 35 15'-9" 15'-11" 16'-3" 16'-11120 M.P.H. 24 18'-119'-4" 19'-11" 120 M.P.H. 41 14'-6" 14'-7" 15'-0" 15'-8"130 M.P.H. 28 17'-67'-11" 18'-6" 130 M.P.H. 48 13'-4" 13'6" 13'-11" 14'-8" 140 M.P.H. 32 16'-316'-9" 17'-4" 140 M.P.H. 56 12'-5" 12'-7" 13'-0" 13'-9"150 M.P.H. 37 15'-215'-8" 16'-4" 150 M.P.H. 64 11'-7" 11'-9" 12'-3" 13'-0" Notes: 1)For Live Load+Dead Load requirements the following conversion applies. For panel span use'Room Projection'+'Overhang'(See drawings),Panel span under wind load is from attachment point on existing buildinb to front wall add,overhang desired to obtain total panel length. 2)Use this table for roof systems with Easy-Lock Sun-Ray sky light panels. _=mETRIS USRTM Lawrence E. Bennett, P.E. ROYAL ALUMINUM CIVIL ENGINEER-DEVELOPMENT CONSULTANT 1746 E. MAIN ST. P.O. BOX 895008 LEESBURG, FL 34789-5008 P•O.BOX 4368,SOUTH DAYTONA,FL 32121 TEL: (352) 787-4000 FAX: (352) 787-6031 TELEPHONE(904)767-4774 NATIONAL: 1-800-342-3622 FAX(904)7676556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 7-27 SCREEN, VINYL & GLASS ROOMS SECTION 3 SOLID COVER MINIMUM 2"x 2"x 0.032" (TYPICAL) EDGE BEAM w Co MAXIMUM WIDTH = w EDGE BEAM SPAN LU Q SHEETING MINIMUM ONE SIDE EDGE BEAM SLAB 3-1/2" MINIMUM (SEE DETAIL) TYPICAL ELEVATION GLASS ROOM WALL ANGLE (1) SIDE OR BLIND 2"x 2"WINDOW HEADER SCREW WINDOW ADDITION ANCHOR W/MIN.#10 x 1"S.M.S. @ 6" FROM EACH CORNER AND 16" O.C. MAX. CHAIR RAIL 2"x 2"ALUMINUM EXTRUSION KICK PLATE ANGLE (1) SIDE OR BLIND SCREW TYPICAL ELEVATION GLASS ROOM WALL Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-5 rna t Drz � rr - rte Af /12 m OT t4I K E ,o o �J ek T / /4T �-j /Old C O/Z A--'6-2-5 set s 4e ,6 FROM IMCi 904 296 6409 1997.11--21 109S2 #SSG P.01/01 Nov-18-97 05x00 f� P.01 _ 1 L/ �.3 November 18, 1997 ,tan Burnett 1669 Linkside Court North AtlantimSeacX4 F132233 Dear Mrs. Burnett: The fokmin l;is:a suawAxy of mit observation duciP4 my..itwpecw of your house on September 9, 1997 and a follow-up inspection on October 29, 1997.- I focused my inspection on two items. The first item is the lack of weep Wes in the brick veneer exterior walls. You hauat icrlanned me that tttesa holies have bam mataailed try CanWc homes sicWALMY inspectior% 10 - ISr'' The second item is*Wow dust that saams•to hate soWod in sum room in the house. The air conditioner air handler located in the garage would be the obvious . sDutCB Of it�fitttetiorr into itct optica t1ouSO. A Woky air twu,Aat in agacagawill draw in any dust, smoke, or other airborne particles and distribute them throughout the house. I Wapecied the ait handler and found numerous leaks.due to the writ bung,mounted improperly. A cloasr inspection revealed a damaged rear lower comer of the unit, wwbcaW4 it hadbom dacrtagsd prior to bau4 as xxU,d, The unit has bw repLvAd as of October 29, 1997. Ttra! replamf �two fin:p�sVda%'erp your t�turse*I ss by a source►of some otthe gray dust. that Ajo been opened permanently by attwAlina skreet ttuatal screws tra titin c*mwy vrslt. The.gas company c+equires.the dampers to be opened permanently to achieve a permanent vent for the gas logs. A check of the air flow in da bxic(;.co= ficep bm revealed the airflow, with the pair conditioning unit on, to be flowing down the chimney and into to rooms. This air flow is allowing dust and.smaka.sootto,enter the.raturn air and consequently to be distributed throughout the house. A temporary 'fix" to.solve.the problem of the.air flaw down that chimneys vvwldl be to leave a vAndow partially open to relieve the vacuum being created by the air- handler. A permanent solution would be to have the system balanced by a competent mechanical engineer,taring into consideration all elements of the house, includino ` fireplaces,and chimneys luting the winter heating saawn. I CITY OF tion SEN11NOLE RU AI; .- -,-- ATLANTIC BEACH, ,. TELEYMONE �iU4 �f;-.�,,uu FAX x.904)2-17-5iO5 SUNCONI 852-5800 December 2T 1997 Jan Burnett Atlantic Beach, FI 32233 Dear Mrs-. Burnett: The following is a summary of my observation during my inspection.of your house on September 9, 1997 and a follow-up inspection on October 29, 1997. l focused my inspection on two items. The first item is the lack of weep holes in the brick veneer exterior walls. You have informed me that these holes have been installed by Centex Homes since my inspection. Weep holes are requiredunder Section 82111.1.3. The second item is the gray dust that seems to have settled in event room in the house. The air conditioner air handler located in the garage would be the obvious source of infiltration into an entire house.. A leaky air handler in a garage vAll draw in any dust, smoke, or other airborne particles and distribute them throughout the house. I inspected the air handler and,found numerous leaks due to the unit being mounted improperly. A closer inspection revealed a damaged rear lower corner of the unit, indicating it had been damaged prior to being mounted The unit has been,replaced as of October 29, 1997. The tiuingroom fireplace in your house cat ld be a source of some of the gray dust. The fireplace has a damper that has been opened permar—thy by attaching sheet metal screws to the chimney wall. The gas company reqs opened permanently to achieve a permanent vent for the gas Ic flava in the luring room revealed the air flaw, vMth the.air conditic flowing down the chimney and into the room. This air flow is al soot to enter the return air and consequently to be distributed 1 A temporary "fix" to solve the problem of the air flow do, be to leave a window partially.open to relieve the vacuum being creawu ", handler.. A permanent solution would be to have the system balanced by a.competent Jan Burnett Page Two December 27 1997 mechanical engineer,taking.into carsideratinn all elements of the house,-including fireplaces and chimneys during the winter heating season. Sincerely, cc,"C. � Don C_ Ford_ September 9, 1997 Don Ford Building Inspector City Of Atlantic Beach City Hall Seminole Road Atlantic Beach,F1 32233 Dear Mr.Ford, We spoke ou the phone earlier this am atld you ask me to put my questions down in writting and forward them to you so that you may respond in detail. I have a new home in Atlantic Beach,it is located at 1669 Linkside Court N_In Selva Linkside. I have had a.lot of problems with this home,prompting me to hire a private Owbactor and I will relay to you one of the problems he•found. I have a brick veneer home and building codes state that weep holes should be every 4 feet_ I spoim with a building inspector in Duval County and he said they did enforce this code. My question is does Atlantic Beach enforce this code? If not why? Thank you, Jan Burnett 1.669 Linkside Court N Atlantic Beach,Fl 32233 Horne: 241-3892 Work:281-4567 Fax : 296-6408 T0:'i0'd 09Z# 03:11 60-60`L661 80t-9 96Z b06 i OW: W06-4 I W. Allen Winter, Esquire re: Burnett vs Centex Homes 1301 Gulf Life Tower Suite 2210 Jacksonville, Fl 32207 Hi Allen, I was tested by an allergist, Dr. Paul Wubbena on May 15, and he found that I was indeed allergic to dust, mildew etc., which is what is being spewed out of my air ducts into my home and causing the allergic reaction which is irritating my throat and making it red and sore and causing the laryngitis. I will authorize you to obtain my medical records from him. Centex is aware of this allergic reaction and it appears they could care less. You had mentioned a personal injury suit over this. ave:: eep: ft in g:fr :: tsts__frn_tethe hlal W. r: i §ifiumiwte They have been promising me the results of these tests for the last month and I have given them until Friday, June 20th to resolve this. At this point I don't think they will take responsibility for ALL the damage done to my new home. It has been over 15months since I moved in and I have had nothing but problems. I will attach the letter I sent to them on June 13th and also I have compiled a list of things I want repaired or reimbursed for and for the damages they have caused me through their negligence since I closed on this home. Have you talked with any construction attorneys yet to see if and when we can go forward with this lawsuit? ,�s, Jan Burnett 281-4567 Work 296-6408 Fax 241-3892 Home Art Lancaster Centex Homes 6620 Southpoint Drive Suite 400 Jacksonville, Fl 32216 Art, Here it is the middle of June and I have yet to hear what you are going to do about my l#o ;wls >dtY. al illgs igs ' 2 { t&:ftitiEifzi;:a :## t :peri :opt ote`vetifs'i actuIz I am aware that Centex has had these problems with at least 80 other homes as outlined in a Centex memo, dated January 21, 1997, from Joe Powell to the Presidents, Construction Managers, Sales Managers, EVP's and Centexs' Lawyers. I also gave Eddie a copy of an article I received from my AC Contractor, which states that this seems to occur mostly in new homes with heat pumps, during the heat cycle and in all areas of the state of Florida. As I told you in one of our,many conversations, I have had a severe allergic reaction from fil :& cs* tY611 tie att duct: This was confirmed by allergy tests my allergist, Dr. Wubbena administered on May 15, 1997. 1 am on allergy medication and am quite uncomfortable from this reaction, I have constant laryngitis from the swelling and redness in my throat caused by this allergy. I continue to breath this dirty air and Centex continues to drag their feet in resolving the problem. I have been patient in waiting for you to get the results of this testing of the materials in the air vents, but this has dragged on entirely to long. I contracted with Centex and paid Centex for a new home. 1 have a dirty home& dirty furniture, with a rusting air handler, a front door not built according to plan, a ceramic the kitchen floor that I am not happy with and ceramic tile in the masterbathroom window that looks like it is going to pop out because of a leak that you all have been trying to fix since last October. I will not settle for anything less than for all of this to be resolved to my satisfaction. I expect to hear from you no later than Friday, June 20th or I will turn this atter overr t�rne� a Burnett 04) 281-9044x0} work (904) 2413892 home cc: Tim Eller cc: Joel Sowers cc: Doug Smith cc: W. Allen Winter, Esquire Art Lancaster Centex Homes Jacksonville, Fl 32216 re: 1669 Linkside Ct. North Atlantic Beach, Fl 32233 Selva Linkside, Lot 117 I am in receipt of your faxed letter dated 4/29/97. Thank you for clarifying your response of 4/29 in detail on our telephone conversation this morning , 5/6/97. I considered your letter response to the heating/Ac problem in my home to be very vague. Although you stated the unit was installed and was functioning properly, we bath know theta={s dY t>tt th tb :a& isAisg..out my home. You have stated that you are working on this problem by sending off samples to be analyzed to determine the cause and also the orgin of this problem. This is to be completed no later than 5/22/97. You stated that you could not responed as to what Centex will do until you are sure what this dirt is and what is causing this. My main concern here is my health. Breathing this dirty air is not healthy. My Ortolaryngologist, Dr. Randall Riegler, has determined that my larngytitus is caused by an allergic reaction, this has resulted in my throat to become red& swollen. Please be aware that I have significant inhalant allergies, and I have stated before, am a recovering throat cancer patient. I will have to be tested to determine exactly what caused this reaction. I have an appointment on May 15 with an allergist. I cannot be tested unless I go off my medications for 4-5 days prior to the test. It my breathing problem at this time and irritating my allergies because it is really acts up when I am at home and I often wake up in the middle of the night unable to breath. I will ask my contractor to put his opinion in writing, and most importantly my Doctors findings will be put in writing to you when my allergy tests are completed. I have had some serious problems with Centex Homes since the pouring of the slab for this home and these problems continue. At this point I have no alternative but to get my attorney involved. I fully intend to pursue ALL issues that are outstanding until they are resolved to my satisfaction. You mentioned scheduling work to be done in my home. I stated to you in earlier correspondence that this was no problem, but me or someone of my choosing needs to be present during this time. I hope you have made arrangements to have my leaking roof repaired, it has leaked in the same place for the second time tripping the ground fault breaker in the master bathroom. Feel free to make these appointments and then contact me. I will address the other issues from the 4/29/97 letter at a later date. Jin Burnett 1669 Linkside Ct. North Atlantic Beach, Fl 32233 904-281-9044 x 0 office 904-241-3892 home cc: Tim Eller cc: Joel Sowers cc: Doug Smith cc: Steve George cc: W. Alan Winter, Esquire April 30, 1997 Allen Winter, Esquire 1301 Gulf Life Tower Suite 2210 Jacksonville, Fl 32207 Hi Allen, I sent you some correspondence by fax last Friday regarding some serious problems I am having with my builder, Centex Homes. I would like to call & talk with you, but I'm on the switchboard at work and its hard to talk with anyone without constantly getting interrupted. I have a very serious problem with dirt coming into my home from the air handler in the garage. I haci a&Wkii&A +uc�n actor ve�if r: li s.. He c s>u x.with sortie lutlons t lve this. Tl z....m 3 .the c t :i tilel u; si :t :r s :w:t ear Vit, oil: : <:tny.wl t e,.: y;: tgs:are blael <I y..the: etit . Centex brought their people in ( all 12 of them) and said the Heat & AC was installed correctly,( even though at one time it was falling out of the ceiling) and they are sending samples of the dirt they found to be analyzed, this will take 3 weeks. They have totally ignored the findings of my contractor. I am a recovering throat cancer patient and breathing this dirty unconditioned air is affecting my throat and causing me to loose my voice at times, I can't afford this to continue as it is affecting me on the job. I feel Centex is jeopardizing my health with not even trying to temporarily trying to correct the flow of dirty air into my home. They want to wait until they get their test results back My year old home/garage is filthy, my roof is leaking again in the same places they supposedly fixed it last fall, they are playing God with my health and I feel that the money I paid for this home has been flushed down the drain. Also, I contracted with Centex homes to have footers installed on my patio, which was to be done when the patio was poured, before closing. This was confirmed in writing by the Centex field manager at that time. This never happened, they took my money and never performed the upgrade. They would never give me a definitive answer of yes or no. On April 7, of this year, they came on my property without my permission or knowledge, proceeded to destroy my very lush lawn& landscaping, cut a gas line, and did not have the courtesy to call me after the fact. My neighbor called the fire dept. I came home to this mess. I have taken photos and am in the process of getting the fire report. They are asking me to sign off on the repair work they did, but I feel they have some more liability for this reckless incident. If you could please advise me what to do I would appreciate it. At this point I would like to sue them. Thanks, Jan Burnett, Fax# 296-6408. Phone 281-9044 x 0 APR-29-97 TUE 04: 15 PM CENTEX/CTX FAX N0. 2968655 P. 01/02 L� Post-it""brand fax transmittal memo 7671 4 of P+ges ► April 29, 1997 Tb�_ rrO`n (� Co. Co. Ms. Jan Burnett oept. Phone N 1669 Linkside Ct. N. Fax A Fax M Atlantic Beach,Fl. 32233 Dear Ms. Burnett, In follow-up to our inecting onsite with representatives froin Air-Engineers,Trane and yourself,I wanted to let you know what our position is concerning your heating and air conditioning system and the appearance of dust in your house. After close review, it was deiennined that your system was installed and is functioning properly. ;:. . #i'cf�� :1:0w€ tl -operty,.Air F.nginccrs also verified that the heating and cooling system for your house was tthc proper sire. Concerning the dust particles that are showing up in your house. Our attempts were inconclusive in determining the origin of the particles. While onsite,we did acquire some samples to have analyzed by a chemical lab. It should take two to three weeks before we receive the lab's findings back. Once we have received the lab report, we will contact you to discuss our findings. I will contact you on this matter no ► latter than May 22. 1997. I also wanted to take the opportunity to follow up on our discussion on April 18, 1997, concerning the remaining items you addressed in your letter sent to Centex on March 31, 1997. On the footers to the patio, they have been installed now and the gas line that was cut has been repaired. Centex will pay for completely refilling your gas tank due to any loss from the cut line, We arc in receipt of your invoice and will send you a check. Any cracks in the grout of your master bath were caulked as a courtesy while we were onsite to your acceptance. Concerning the color of grout in your kitchen,we had determined this to be the proper grout color and thus no warrantable action will be wken. However, as a courtesy, 1 offered you the service of trying to bleach the grout and you refused this. You still consider this an open issue and our offer still sLands for bleaching the grout for a period of three weeks. We will have Kitchen Works come out at no additional cost to you and buff the sink bowls in your master bath per your request.. The sliding glass door track, kitchen cabinet door and paint on the baseboard of your master bedroom are considered all resolved issues in which you coniinned. We will repair the bubble in the vinyl of your laundry room. You stated that you would accept[tic front doors as installed and I consider this as a resolved issue. 1 APR-29-97 TUE 04: 16 PM CENTEX/CTX FAX N0. 2968655 P. 02/02 We also agreed that any work to be performed on your house would be scheduled with at least three days notification to you so that you may arrange to be on the premises the same time we are. Should you have any questions concerning the above items,please do not hesitate to call me. Sine ely, V 140-e� Arthur E. Lancaster 2 April 18, 1997 Art Lancaster 6620 Southpoint Drive Suite 400 Jacksonville, Fl 32216 Dear Mr. Lancaster, I am in receipt of your faxed reply concerning my issues of the March 31, 1997 correspondence and you visiting my home on 4/8/97. I have not to this date received the certified copy of this response. Let me address issues listed in your reponse. T dui 1� r car . Th 1 ga by u ttoned air cr�rriirig iii tlii Ott �17e air handler as dtsdav�red by anotl?+e€. n `& ac:etxttorat hR , ct lia�t� See carne pander a fa d tc�yQu datO 4117/97 Yah feel freE to analyze anyt n g you::.ah but th fit�t ttrti line l tl t rovli tevet'>it::r ::t :: <xn my furniture on the ceilings, in the vents , also on the carpeting in every room and a oriental rug and I will pursue this issue if not fixed to my satisfaction. Bottom line here is I have health problems and this is not normal to have mildew& black dust in a home that is as well maintained like mine and only a year old. I believe you even commented on how well maintained this home is. Also lets not forget the see through hole in the garage by the bottom of the garage going outside along the shrubs. I believe this may also be responsible for some of the dirt in my garage. Please schedule this person to come get the sample. Footers on my patio: Jim Hagen would NEVER give me a definitive yes or no on this matter. That is why I escalated this to you. These footers were an upgrade& were to be completed BEFORE CLOSING and they were not. Let me repeat, while trying to fix YOUR mistake Centex and the concrete people, parked the concrete truck on my driveway came on my property without my knowledge or permission and tore up my lawn & landscaping and cut a gas line without the common courtesy of notifying me before or AFTER. I feel that this shows very little concern for the safety& well being of the owner or their property. Granted Centex fixed everything but you managed to make a bad situation worse in the process and nothing looks the same as it was before you started. I think it goes without saying I was not satisfied with this resolution, consider this issue open. Tile issues: When I purchased my home I did not know the roof was going to leak and cause this problem with the tile in the masterbath, of course you tried to fix it, but as usual it was not like it was before the leak. On the tile in the kitchen, this was not the grout I selected ,this was confirmed by a factory tile man that David Keene had look at the floor, and I have a friend with the same floor and it is not doing this. I am still requesting my money back for this upgrade of$719.00. Not accepting this decision. Cosmetics scratches in the MB countertop were NEVER an issue, it was the inside of the sinks that Jim Hagen tried to fix and only made worse. I WILL ACCEPT THE SERVICE OF BUFFING OUT THE SINKS ONLY IF IT IS DONE BY KITCHEN WORKS WHO INSTALLED THE M. Exterior wood gate has been fixed satisfactorily. Masterbedroom Heating& AC concerns- I accept your proposal to have the heating and air conditioning company run a test on the room to guarantee the system is working properly. Sliding glass door track has been discolored for some time by Centex's attempt to clean the mortar from it before closing. I put a white bug repellent on it to deter bugs from my house only this spring. Last July, Jim had stated before the only way this could be corrected would be to take the whole door out and replace the track, I felt this was a bit extreme and didn't want my brick messed up. I refused that offer. I had Big D come out and they determined this door&track was not bent, but popped a panel back in the bottom of the door. This corrected the problem. I will live with the discolored track as long as it is not bent. Consider this resolved but not satisfactory. Kitchen cabinets- You offered to try and find a replacement and did not, I appreciated the offer and I accept this solution. Gale Insulation was here indeed and confirmed to you that the insulation was properly installed , I don't believe I ever disputed that. But please know that I was embarrassed the way you talked down to the worker from Gale Construction, when people come on MY PROPERTY and are doing a job right, I don't appreciate this type of behavior. Again the insulation was never an issue, the temperature difference was, and I have okayed it with you to have the heating& air people in. The base in the master bedroom was never put in writting after the first request to anyone because I was so sick of them trying to fix a simple circle on the wall that I had my own painter come in and fix it. The last time Jim and his crew came in here to fix that wall they proceed to paint one whole side of the wall, which I did not request, lifted my table top loose from the base and soiled the carpet . These baseboards have never been painted by anyone other than Centex. There is no flat paint on the base only the original semi-gloss and the gloss, which is the same as what Eddie Phillips used to fix my garage base, this does not match either, it is also different from the original. This is why I also refused to have the circles in my masterbathroom repainted. Consider all the above a dead issue. Bubble in vinyl. I will accept your offer to repair this. The front door and side glass panel are not according to plan, and the transom is not centered with the front pillars. The side panel should be on the other side with the front door opening the same way it is now. Please review The Baywood, Model 3705 B Elevation. Your response is not acceptable. I'm also very sorry for any inconvenience you all have caused me the last 16 months. This is not only taking a toll not only on my health, but keeping me from enjoying my home. Mr. Lancaster, I am exhausted from trying to get things resolved from Centex , but I paid for my home as I contracted to do and I expect all my issues to be resolved to my satisfaction. I won't settle for anything less. You may come onto my property only with me or a party of my choice present to resolve all you have agreed to repair, to date. I would like at least 2 or 3 days notice so that I make arrangements to be away from work. I would appreciate it if all these appts. could be made for the same day as I have already lost 7 days from work trying to get these things resolved. I would appreciate this if you could get this done next week. Thank you, Jan Burnett 1669 Linkside Ct. N Atlantic Beach, Fl 32233 904-281-9044 x 0 (Work) 904-242-3892 (Home) cc: Tim Eller Joel Sowers Doug Smith Steve George Art Lancaster Jim Hagen Eddie Phillips Tim Eller April 17, 1997 President & CEO Centex Homes 2728 North Harwood Dallas Texas Dear Mr. Eller: Re: Lot 117 Selva Linkside Atlantic Beach, Fl 32233 This is a continuation of problems with Centex at a local level in Jacksonville. (reference letter of 4/14/97). Last Tuesday Art Lancaster told me he would respond to my concerns this week and I have not heard from him. I have left him several voice mail messages. I had a licensed heating & air conditioning contractor at my home yesterday and he will prepare a report for me shortly. But first please be aware that I am recovering from throat cancer and breathing unconditioned air is not very good for this condition. When the heating or ac unit is on I tend to cough and loose my voice, and I have also been put on allergy medication since moving into this home. I know breathing unconditioned air certainly aggravates this condition too. For health reasons I want to get this issue resolved as soon a possible. These are his findings and recommendations: 1. The air return was falling out of the ceiling , this has been repaired by putting straps in the attic, but is in need of some support at the bottom to keep it from sagging further. It just basically hangs from the ceiling and pressure is being applied there as the weight of duct pulls down. It also is splitting along the bottom part on the entire unit. My garage is black and my carpeting and furniture has black all over it from the inside vents, which are also turning the ceiling black. There are also outlines of my furniture on the carpet when I move it for cleaning. It is also his opinion that the moisture that is coming in from the air handler where the cracks, mounting holes and panels are not sealed & has attributed to the black dust in the house & mildew on the carpet in several of the rooms. He also suggests using and electrostatic air filter instead of the present foam filter. In his opinion, the black dust is probably from mold & mildew from air leaks in the air handler which allows unconditioned air from garage to be drawn into the air supply. He also suggested summer temperature settings be no higher than 76 degrees as any higher temperature will also risk the growth of mold & mildew.. 2. SinatI~is t .11 l all c3ra teiEvsbe1 , mountmg'hc�les st> sea l:<ti }re t t'uncMi�#iti�ried dirt&xriffibtre fror�'i g ttIffg ito the asr haiic let:. Tl is a#e> i�re.asf .a . ese'unseale'"Cracks& rritiur nrtg hdtes. s i there is a large see through opening between at the bottom of garage door floor and the outside, I pointed this out to Art Lancaster when he was here. Also, a part of the air z� r� handler door was bent and Centex attempted to fix this but dirt is filtering into the unit from there, this should be airtight. He also took the upper panel off and some of the insulation is missing from this part of the unit and the insulation on the panel is black from this dirt, this area should also be sealed.. 3.:M: >;:air.:llancl :gnft:s aned:n s. Centex said this'was caused by condensation and normal for the beach."I'find'it very hard to believe that rusting after a month is par for these units. My contractor feels this could be eliminated by insulating the outside unit with duct wrap.. Also the vents need to be clean. These are my current requests to resolve these particular issues. EP(,Ac E the air ducts Clean the ceilings Seal all cracks, mounting holes and panels on the air return Put some support on the bottom of the return air duct. Repair slits on bottom of air duct. Replace missing insulation from the upper part of the air handler. Repair see through hole on garage floor going through to the outside. Replace bent panel of unit. Insulate outside of the unit.. Paint the entire garage/it is black on the walls & ceilings, 'P9jrvr ALi- Have my white sofa cleaned along with oriental carpet that is also soiled , if they do not come clean, reupholster it and replace the oriental carpet.. Replace ALL Carpeting (This was an upgrade) Up to this point I feel that I have been more than patient with Centex, but their lack of concern with the problems in my home has been continuing for entirely to long with nothing being resolved and now these problems are only worsening. On the basis of my health issues alone these problems must be resolved NOW or I have no alternative but to seek resolution along other avenues, which would get my attorney involved and also a local TV station and Call Box a column in the Florida Times Union, who helps people with problems like I am experiencing with Centex Homes. I would appreciate hearing from your office by COB TODAY. Sincerely, Jan Burnett 1669 Linkside Ct. North Atlantic Beach, Fl 32233 904-281-9044 (Work) Hours 8:30 to 5:00 pm APR-17-97 THU 11 18 AM CENTEX/CTX FAX N0. 2968655 r'F Jan Burnett 16691..inkside Ct. N. Atlantic Beach, Fl. 32233 Dear Ms.Burnett, Thank you for taking the time to allow Jim Hagan, Eddie Phillips,and myself to walk your home with you and address all the issues brought to my attention in your letter dated March 31, 1997. After making our onsite inspection, we have unade the following determinations on each item noted in your letter. .::YI.a##ri�c thhi t#t�tc.fs.a dot poi itC ?st�in7trn 9rt the earpE; Hovroyer, stttio:: cetrtrttted; is��crc._�f;!Lic This procedure should nke a few weeks and will require that we take some samples of the dust front your house. After a determination is made from the analysis, Centex will respond to you in writing explaining our findings and how we will address them. Concerning the footers on your patio, Jim Hagan had done a previous inspection of the patio and confirmed your suspicion that there were not any footers. As you are aware, we have since added bearing footers to your patio and consider this item complete. We addressed Iwo tile issues that you had onsite. The first concern was the the in your master bath window that had cracks in the grout and also you were concerned with a bow in the tile. After review, we found no defect in the tile or grout. We did, at your request, fill the grout cracks with caulk as a service to you. However,cracks in grout are considered normal homeowner maintenance and is not covered under Centex's warranty. Next,we inspected the tile in your kitchen. The black areas on the surface of the the were consistent with the pattern and coloring of the the through out the floor. This is nota defect and will not be warranted. As to the grout being the wrong color,there arc color variation that are inherent to different bags of mix. We determined onsite that the proper color of grout was installed. We did ofler you the service of bleaching the grout but that was deemed not acceptable to you. The cosmetic scratches in your master bath's marble countertop are not covered by Centex's warranty. On March 26, 1996,you also signed a New Horne Orientation staling that you had fully reviewed the conditions of all countertops and accepted them. However, as you remember, 1 did offer you the service or buffing out the countertop at no charge to you. This offer still stands if accepted. The exterior wood gate on the side of your property had been fixed at the time of our review and was in proper working order. While we were onsite, Gale Insulation made an inspection of you attic insulation and confirmed that proper installation had been made and could not be the reason for your concern of insufficient heating and cooling in your inastcr bedroom. We would like to have the heating and air company nun a lest on the room to guarantee the system is working properly. After review of the sliding glass door track, no defect could be found other ilian a white dust deposit on the bottom of the track. You pointed out that this was a chemical you had used to help deter bugs from your house. APR-17-97 THU 11 19 Aft CENTEX/CTX FAX N0. 2968655 When we reviewed your cabinets, we could not find it crack in the door as mentioned in your letter and could find no defect in the finish, You also had a concern with the color variation of the cabinet door. This is a common occurrence with stained wood and is not warranted. It again was also accepted in your New Rome Orientation. We did try•to find a match with one of our cabinet distributors as a service to you but had no success in doing so. The final item mentioned in your letter was concerning your front door not being installed per your brochure. You are correct on this. Ilowever, the door was insualled in the correct manner with the swing in the proper place matching the brochure. In our meeting,you also brought to our attention a few other items which I would like to address. The base in the master bedroom that had flat paint on it was not Center's paint and you conveyed to tis that you would take care of this item. The bubble in the vinyl of the laundry room was noted and will be taken care of by us. I apologize for any inconveniences Centex has caused you in the past and hope our review and response to you will clear up any open issues you feel have been dragged out over time. Beforc we can perfonn any of the above mentioned work on your home,we will need your penuission in writing concerning each of these items as addressed. Sincerely, Arthur E. Lancaster Constniction Manager Tim Eller President& CEO Centex Homes 2728 North Harwood Dallas, Texas Dear Mr. Eller: re: Lot 117 Selva Linkside Atlantic Beach, Fl 32233 I contracted to build a Centex Home in March of 1995. Construction began on my home in November of 1995 with completion date of March 25, 1996. From the time they started building my home I have experienced serious problems from the pouring of the slab, framing of this house continuing on to the last fiasco of April 7, 1996. In return I have received nothing but grief from your CONTRUCTION dept.(before the close) and now from the warranty dept. after the close. I have a 3 inch notebook full of construction notations and correspondence with the local Centex office here in Jacksonville. I paid for over $20,000 worth of upgrades and they did not make allowances for any of them in my home resulting in alot of the problems that I have now. I have been yelled at, talked down to, ignored, treated in a condescending way and have been given excuses/reasons that I feel insult my intelligence, by your local construction/warranty. I have documentation to back all of this up. I feel like I've been at war the past several years, with the last bomb being dropped on Monday, April 7. I had been trying to get a definitive answer from Jim Hagen on whether or not footers (an upgrade)were actually installed in my home prior to closing, because I am going to have a sun porch put on the patio. Jim would never give me a yes or no answer, so I escalated my concerns to Art Lancaster on 3/31/97. On April 7, 1997, Centex and their subcontractor came on to my property with out my knowledge or consent, parked a cement truck on my driveway and proceeded to tear up my lawn and landscaping, managed to cut my underground gas line to install these footers. I was not even notified AFTER the fact. I came home to this mess. My neighbor contacted the fire dept. who in turn contacted the gas company. Fear of the unknown can be debilitating and that is how I was that afternoon. I also lost a day from my job to make sure this mess was resolved . A simple phone call could have averted all this grief to me and expense to Centex. It seems that when they come out to correct something it is worse when they leave, which is what happened here. I still have some serious outstanding problems with my hom :Ae icg: fr ceramic tile etc. which Art Lancaster is working on and I expect to hear back from him this week. Other problems involve Centex's failure to build this home according to plan, which has caused permanent & cosmetic damage to my home and failure to understand that an upgrade of Ceramic tile in my kitchen was not done to my satisfaction. Due to the failure to recognize problems with the slab, my original floor was laid with the floor not being level, this first floor was beautiful, but didn't meet the codes, was replaced twice after that and is not satisfactory to me. My well maintained home looks like a war zone. I would like your help not only in resolving these issues, ( I will be glad to furnish you with details of all of them) but to get some sort of schedule from them so I do not have to miss any more work work than is necessary. I have been more than patient up to now but I have reached a saturation point, & this is starting to affect my health, that is why I have escalated this to your office. I'm hoping to hear from you soon. Sincerely, Jan Burnett 1669 Linkside CT. N Atlantic Beach, Fl 32233 Home phone: 904-241-3892 Work phone: 904-281-4567 cc: Joel Sowers, Orlando cc: Doug Smith, Jacksonville cc: Steve George cc: Art Lancaster cc: Jim Hagen cc: Eddie Phillips are Mr Art Lancaster Re: Lot 117, Selva Linkside Centex Homes Homeowner, Jan Burnett Mr. Lancaster, I copied you on my letter dated March 19, 1997. Some issues have been resolved and the following have not, and it seems no effort is being made to resolve them. I have been trying unsuccessfully to work with your construction/warranty dept., and it seems that I have been unable to get through to Jim Hagen regarding outstanding issues on my home. I purchased a home at Selva Linkside Lot 117 with a close date of 3/25/96. 1 have sortie serious problems with this home since closing . I have taken approximately 6 vacation days from work to resolve these issues with no cooperation from Jim Hagen. I cannot get an answer to any questions I ask him. and it is apparent with the way my issues have been handled he is ignoring these issues hoping they will go away, like he does with everyone else. These issues will not go away until they are resolved to my satisfaction. I have gone to a great deal of trouble to communicate with Jim but he seems aloof and not at all receptive to the homeowner. I. Carpeting: This carpet is an upgrade � airl # <C �ts won't come out in the other rooms. Also I have noticed when I move my furniture to clean, there is an outline of the furniture, I also noticed that the air vents in the ceiling are dirty. I keep my filter clean on a monthly basis. This appears to be filtration soiling to me since this carpet hos been spot cleaned and the spots won't come out. The carpet also has three seams in less than a 12 ft. area in the hallway. I had someone from the carpet company out on Friday and Jim Hagen was supposed to be here but he didn't show. I call and left a message in the morning with a girl named Tina in the customer service dept. , not Tina the receptionist and Jim said he did not get the message , he also said that he didn't know the carpet people were coming . I find that hard to believe since both the carpet company and myself contacted him I verified with the carpet company that they did in fact notify him by letter also.. There is also a bubble in the vinyl in the laundry room. 2. Footers in the Patio. I paid for footers, had to send Jim proof that I paid for them. Jim sent Eddie Phillips out and he did not find any footers, Jim came out and it is apparent that he didn't find any because he won't give me an answer and he said he will have the man who poured the patio to come out and look for them and that was supposed to be done last week. Doesn't Centex have payment records to subcontractors for specific work completed on Lot Nos. 1 am so fed up with the way this has been handled I will escalate this to Orlando and to Dallas if I have to. My request for proof of foc4ers has been going on since way before closing. 1 1 Page 2 of 2 I have been dealing entirely too long on a local level (over a year) and my frustration continues to grow with this very stressful situation. I will send additional correspondence tomorrow regarding my unresolved issues, ie. carpeting & ceramic tile... Sincerely, Jan Burnett cc: Tim Eller cc: Joel Sowers cc:: Doug Smith cc: Steve George cc: Jim Hagen cc: Eddie Phillips 904 296 6406 1997+09-26 08s #328 P.01i02 FPO" IMCI <.J A l f / n �""` ' - - INSTACiVi09 OF SPECIFIC EQUIPMENT 153 This proWibition was added to the 1988 edition of the Code based on information that ddaled ignitions of these types of units hire resulted in injories- and becuisc tete Sntlog of 1 bnraers can c;uisc csrboniug in the unit- e"w >Gftstall2tiom. a. listed••cared decoradre applinicec shall be in?tz!led in accordance i with their listing and the ruz^-nfacwres:in-,:trvcdoas.Ther mkr be isiulkd j in or atuehed to combustible asa,1,rW vbcn so listed. b- Volisted .erred dccornive 2ppliances%hall tim be insWled in or ar Chcd to coiabn.<ubte The?•sra'_T have 2 c e2-mnce ar the side` and rear of not less this, 16 c`3cs.eccep;It=xpptirr.ces%rt:Cb Tnake Use of rnetil.asbtst3y_tr:ceramic T;a:c*ri rc:-etc rY�triac ro itc i3 4*fez sppliancc shad b2re a cicz"x=ce c,:;•r.=cnci 7r. if Mn-;F---z v itlr a double bad:of mea: 4ers r .-xt'be itL . cd x c:c2i2..:t G' 18 inches ar the sides an'_ 12#re3C.=t�,c tft:-.Cc=bcstible Unde unlisted rented dceorztivc 2pp:a res $�Lz:. be pnxeaed in as rpprz-cd manner.Such unlimed appU=ca sbaZ tk-egzi ppcd M-i&-2 d--ah b•-aad and i be properly vented in accordar ec vfxh P2M "- i �. t Psac3. V::3ts.znC a.ceo c o:ti wl--c snutz be rc m wed for norm ? sP_trizing operz3or:s sl=U ract be=20Cd TO IbC The previous editions of the wiopW Fared Gas Code con- tained a footnote referring the reader to 4.pprn4i+c E of the 29-6 edition of the.arfo•uat BacU .ng C.<fe for the i0staUztiol ! of uoWted.vtted decorative apple oces on combustible doors- kppend?x E of the :1 r6.Vazi6nal AUnLtfAl Codes under Vented Decorative Appliances- contained no retere:aca to insuUstion over combustible floors. Aefex to commesttar;- on Pdragraphs 6.2..4 and 6.3.:for information ori gas atiffizoSou equipment on combustib;r 6.7.3 Conabusties and Carcuiating Air- 4deglatte combustion and circulating air shall be provided- (See 5 3•) In general, it would be best to sisc the combustion air requirements based on whether the appliance is located within i a confined or an uncoafined space.if located in an unconSned space, then in$.hration can be expected to provide the neces- sary air for combustion. When.located in a confined space, provisions must be made for combustion air to supply the appliance from either outdoors or from an adjoining uncoo- fined space.(See Section 5,3.) r , FROM :MCI 904 296 640e 1997,09-26 08.67 #32e P.02/02 152 NATIONAL FUEL GAS CODE HANDBOOK 2. A ILstcd 4covative appliance for insuallation in a vented fireplace sball be imomllcd in 2ccord;Lnce with its Wcdng and the maxwhcturcr's i0savc dons. b- m ua: ed dccorxx!vc3ppUancc for irsscaWdcr-:n 2 rcatcd 4-rcpl;Ace rail be-::,Xa:kd-:a a firrplace hvi=g a per=r car=,c cvcae. ba5ed c< xpp�'anee Zmpt4t=zEmz 2r-d c!,iTE3c�y - �c qi�.0 F -;,,an C:2x sptcieed is T2h',e VIL 6-6.3 Irweplate Screem: A lrcp�c SQ-.ZCn tx L'1'4akd with 2 dccorwdve 2ppU=c;c for iw-i2:!idcn in 2 vemtd ftcpbcc ':a ardi:r u, providc promc.-jon :=dvcnc-nt coama-mixb the 2pplliace- DecorafiveAppUzacm Vemed- A vvmtrd dccoru;ve 2ppRwKe is 2 stoned appliance -**e OW Y funcriou U13 in the aesThelic effect of its 112— (,see F Vim 6AL,#Folloir mazubmtees insvmUaxiom in-owncLksm for the inn2lLation of Ws"2ppUw*ccs ind the rtcomnwAk1aCba*s in&--I-b- Psum =4 Table TIT for the protection of combwSki- b1cs:ind rhe ts<anciat vtwiug requiremems. 6-7-1 Prohibited 1wtLU2doas.- c.i. ::2r.,zzf Figure 6•-NL AN't=tCdDhrC*MdVeApPU=Ce- Gtr... 1. All carpeting in homes, especially light colored carpeting, will experience filtration soiling. This is technically defined as the accumulation of airborne soil - dust, smog, tobacco smoke and other pollutants -where airflow is concentrated and directed over or through a carpet's pile. What happens is that the carpet "filters" out these pollutants and gradually becomes soiled and dark. This most commonly occurs at doorways but can occur anywhere the air flows over or through the pile, including places where the carpet has been punctured, along seams that abut baseboards and around railings on stairs. This condition may appear over a short period of time (a few weeks) or may take months or years to become visible. Filtration soiling does not indicate any defect in the carpet nor is it an indication of low quality. It can appear on any carpet regardless of price, style, color, constriction or face fiber. Obviously, it appears most frequently on white and other light colored carpets. Leaving inside doors open as much as possible will help reduce filtration soiling but will not stop it altogether. Professional cleaning can also help, but since the soiling comes from extremely fine particles, a complete cleaning may not be possible. Centex Homes will assume no responsibility for filtration soiling. If you have any questions,you should contact the manufacturer of the carpet you have selected for your new home. H:4mal c\Mes\disd&w.Wpd 011397 Sent by: P CAMPBELL FORD 9043560366; 11 /02199 4:42PM;JetFair 988; Page 2 E D 18-GC43D3-2 INSTALLER"' ECEN Library same t-itaratura Product Section - Unitary G'4 I cso�� 21999 p adet t _ Real PumRs.EvaaaralCr Fan-Coil antic gear iters� lmtailoea Guloe Gcley Of �tl -L0nk%1 quem - - --ID ALL Phases of this in4alla'tion mvwt comp 4,09 a Date mmear%er t943 NA'l`1O N.U�,S'T'ATE AND LOCAL CODE pile No. _ TSV-UN-S/SP-TWV4N-10 1"; Supercr,Aas r"-INA C Models: Modular Air Handlers TVJV018102 �sss Vertical IMPOnTAN'I' 7'hieY3,cunwatiscuatomerpzopertysaadietoremainwiththisunit-Please returr-to service information packuponcompletionof Work. GENFUAL WARRING.These in^tructions should be tt"only by qualified This axea may also be used forother purpeKas,including an electric hot iudivrduslsspetlfc4lytrained*ad eiperienceilin Otissstslation water heatcr—bu;iii nocut ihaltafossil fuel dcviccbeinstalled until of air bundlers azti related comfort condit;onirdg components. or opcxated in the same clostt,alcOva Or utility room. Improper i"WWWO Can create a httxard which could result in The general location of the air handler is normally selected by the damage,btlury or lest or lire. archive;,contractor and/or home owner for the most effective applica- These L-LstTUctions do not covtroillvariations in systems or provide tion and satisfaction.For proper installation the following items must for every possible coctlugtavy. Should furtber infor=tiou be be considered. desired or particular pr16bkms sense whin are not covered suM- 1.If adequate Trower is available and correct according to nameplate cietttly k this =ausiL contact your local distributor or the specifications. trsatat:facturer as Ustetl ca the&!r hsadler name plate t eq with an ACCrrtrWt"' `. Insulate all ducts, partiealuly if roil is located octSida Of the: CAIMON,TheseA.r dlarsam equipped conditioned space. component asurtably wbkb providax liquid line co=ecaon and rtMLemataxpar'sumcorMolfor split arstLmheat pump and air 3_Itisrtcornrnendedthat the outl.nedrawings(pages 2&%3)bestudied tti:edit;oningSyStertl3.TbeAccutron""cti+tttuin53sestrictiltgDisEo4 and dimensions,propedy nowd and checked against selected installa- vrhkh is sledar to the r+elr4g"eratian ss►pOlary tube,and is used in tion site.Uy noting in advance which knocko&.trs are io ba usod,proper palace of cap tubes&a therrsW expansion valves. clearance allowances can be made for installation and possible future This d-viae can be field aaaged to fit a variety or an and service. efficiezaty combinations of coils and outdoor units to flue tune systaans and opamixe ptr(onmance. This 1x 3UWd4n Cover$test installation of TWV018,024,025,030,036 Air Handlers.These Air flaadlers arc shipped from the factory for vertical upflow,bottom retsina and corivertibla to vertical downflow : 0 and vesical upflow sear return. ootq These air handlers are shipped from factory with a tiara delay Way I inSralied. INSPECTION Check carefully for any shipping damage.This must be reported to and 00 , claims made against the txansportauon company imrncdiately.Check to be sure,all major components aro in the unit. Any missing parts should bo reported to your supplier at once,and rrplaeed with autho- l111� rixed parts only. I STALLAIIOIN.'LThYMA'f)[ONS&RFC:UhiitiENDATIONS {I CLOSE't,ALCOVE OR UTILITY I1001i INSTALLATION--- These air handlers are suitable for installation in a closet, alcove or 4, utility room with free,non-duciod,air return,usinS the arta space as a I l rctum air plcriurn,withductsd supply air,if the minimum clearamcs ro combustible materials and service avers ane observed(seri approprieme outline drawing for spocifics). -- OAmarirAnSundardtso,1993 slato WW~14daIL"r Pm 0 pniw 61 COM&Mvi pwg. N0.21?(14437$PO4 print trVMftdrwa.a►uUN"VW fov W eharo. vaaMmwo"d"50AWWAKO mice, NOV-2-1999 TUE 03:43PM ID:247-5845 PAGE:2 Sent by: P CAMPBELL FORD 9043560366; 11 /02/99 4:42PM• ,11etFax #eE; Page 1 FAxTR-ANSMISSION P. CAMPan.t,FoRD& AQ,SOCIATES, P.A. 6 EAST BAY STRECT, SUITE 550 JACKSONVILLE, FLORIDA 32202 (904) a56-6677 FAK. (904) 356-0036 To: Don Mord Date: November 2, 1999 Fax 4: (904)247-584-5 Pages: 2, including cover sheet From. David S. Wainer, 111, Esquire Subject: B'urneU v Centex et al. COMMENTS: 1F YOU DO NOT RECEIVE ALL OF THE, PAGES, PIXASE CALL OUR MAIN SWITCHBOARD NUMBER, (904) 356-6677, AND ASIC. FOR ME OR MY SECRETARY, THE LNF'OR MATION CONTAINED IN THIS FACSIMILE MESSAGE IS'ATTOANEY PJUP7LEGED AND CONFIDENTL4L INFORMA t LADED 0A1YFOR 111, USE OF THE IND IV1Dr1AL OR ENTTITY NAMED AB0VE, 11,'THE READER OF TTILS MESSAGE IS N T THF INaNDED RECIPIENT, YOU ARL HFRERY NOTIFIED THAT ANY D1SSEMINATION. DISTRIBUTION 01�COPPING OF THIS COMMUNICATION 13 STRICTLY PROHIBITED, IF YOU HAYE REC'I?IVED 7I11S C ()MMtfA(IcAi1ON IN ERROR, PLEASE rh1M.LDL9 TEL NOTIFY US C01,LEC T 13)'TELEPHONE, AND RETURN 771E ORIGINAL MESSAGE 10 USAT 771E, ABOVE ADDRESS VIA 711E (IS. POSTAL SER VICE. TflANK YOU. N0U-2-1999 TUE 03:43PM ID:247-5845 PACE:1 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC 9EACN ' ATLANTIC 09ACH./LORICA aaxaa APPLICATION FOR MECHANICAL' PERMIT CALL•iN NUMBER IMPORTANT-applicant to complete all items in sections 1, 11,.111, and IV. LOCATION Slq.r Addreee: --^-- OF Inforacting slreetel t&1...n SEMINOLE ROAD And ATLANTIC BLVD ----- BUILDING suet-&iet9e SELVAT,LINKSIDE , LOT# 117 _ 11. IDENTIFICATION—To be completed by all applicants ` le ueriden+iM 01 Patna$ g690 lot doing IM.04,as described in the&119.9 11610ma01 of h9ieby 9gree 10 ve-k T I.id.a•.•• e:::ae^• .;fit the ###Schott pian► sod IPoe7Calioac whkh an a pat hereol and in .eeordoece 1.i16 IM Gh of J.cleo—We o,d;,v.cee era re•:e o1 of good aurice Utica theme. N.eee of Mechanical C.nhactorc c*c4n4lor(hint) 1ANDRIN RRATTVa k ATP , k'S"#r N.ey et h.Mrh O►nu SS nntw9 of Adhwiaed Agent �"'� Ashi#Ss1 u Engineer Ill. GENERAL INFORMATION A. TTP of b"Hi b&1i B. IS OTNLR CONSTRUCTION SlfNG pjfyL,.pN 0/ c T141111 WILOING 08 1IM I Y 1,5 ❑ Ga—1] V ❑ Nehnl D control U6Uty 1/T93. 6iV9 NY►Aa,[II 0 ,COMSTRYCTION (3 09 PlRMIT 1 1 1 7 6 ❑ Otbr —Specily IV,MOCHAN CAL[QUWMWT TO U INSTAILLAb NAY R[OF WORK We ceneplele 90 of compoomh ee back of"bra j �y''(� 110wentlal or I 1 Commercial Neat ❑ spew ❑ Retained /Cental O floor �#yNow 8WIding Air Coodaaeings ❑ ReOw X Csel ❑ Existing Building FT. �, �i7 C T B 0 ARD' O Replacemiilt of existing system Or'" "y"'04 Wterial F',r.� TYcle�e�..y.�.�...1 rr Waiwew apsdty 1 (1(1(1 je New Installation(No system preaousty installed) O Raf.ig9wliee ❑ Extension or add-on to existing system ' ❑ Other—SpoGly_. D Coeliw I--GM41y t1 C+R r J ❑ Fre spriallwcl Nowb9t of D 8egter ❑ MaoliN Q Elul.for—l— Lll11 THIS$PAC&FOR OFFICA US&ONLY Cl two"Gee Panpa._+�.twnlb9.) IReeeMd) D Ta.I• Iw1eberj RaleelLs D LOGO wioloom (wrnbwt D Uarlrol p.eaere Vacant D ice ►9rwit Approved by Dal- D OiNw—Specih ►«wit Fee L 9T ALL EQU]PMEW } A!R CONDITIONING AND REFRIGERATION EQUITHEN! Nt=bW Volta, Deaaripuon ? Uodel Number 3"Autaeturer Ity Appewlas r f1EATING t FURNACES.BOILERS,FIREPLAC_ES w �aprc�tr A►pp�mr )hmsber Vstlta DaaetfPtlee► y0 3c"utaetunr (D ) At-cy 7 . 40 TANKS xvw Ksor Noortrlal Cltpacltr Type L1gY1d Nataae of SarW AP roving asd Dtmaeldooat CoAWned S(aRlltlhetttier No. l4cncy i CITY OF Office of Building Official REQUEST FOR INSPECTION -o �� Date_ Permit No. Time U AMReceived _ / P.M. Job Address Locality Owner's �� } Name Contractor i 8U1 DLDL INCr-'r-, CONCRETE ELECTRICAL PLUMBING MECHANICAL naming '` Footing _: Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing Slab Temp Pole ❑ Top Out ❑ Heating Insulation 1' Lintel C', Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.DA� Mon. Tues. Wed. Thurs. Friday P,M. nspection Made �✓ 4-6 ----- sp;ctor_T � nspection C7 -' Certificate of Occupan _-- Date ��VIRQRTANT MESSAGE FOR DATE TIME A PHONE OF (]FAX R� (\ PHONE 0 MOBILE YOUR C AREA CODE NUMBER EXTENSION MESSAGE WILL CA AGAlt CAME' SEE A WANTS' SEE YC SIGNED VAM FORM 4006 CITY OF 4danta neac.4 -&;Wu*44 Office of Building Official 1 REQUEST FOR INSPECTION /) Date /" ` Permit No. �� ✓ Time A.M. Received /ARK Job Addres Locality Owner's ` �r Name Contractor CJ ■ BUILDING CONCRETE ELECTRICAL PLUMBING ME Framing — Footing Rough Wiring Rough - I Re Rooting Slab Temp Pole - Top Out Heating Insulation Lintel _ Final - Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday Rfvt. r A.M. Inspection „bade < C pM �' Inspector j��// Final lnspectio� e iii Y Data �`T" / e CITY OF 204W4c Be 44-I& Office of Building Official REQUEST FOR INSPECTION / .7 3 c /' 3 ��m Date_ f o Permit No. Time Receivedy P.M. 16� - Job Address Locality Owner's Nam Contractor Bt1fL CONCRETEELE CTRICAL -MBIN _) (MECHANiCA-L, Framing ❑ Footing G Rough Wiring Rough ❑ Air Cines S Re Roofina ❑ Stab l._ Tem'o Pole Ll Top Out ❑ Heating Insulation ❑ Lintel D Final =_ Sewer CJ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed_ Thurs. Friorr _P.M. Inspection Made insoector Fft f Certificate of Occupanc Date CITY OF A - " Office of Building Official REQUEST FOR IiNSPECTMON )ate �z— t ( �—�� _ Permit No. ! 'ime A.V.. ?eceivec _ P.M. _s 6 c( 2- 7`. Jct Address nn Locality lwner'� �� dame _ Contractor WILDING �Fo ETE �iie LECTRICAL PLUMBING MECHANICAL raming ] ough Wiring^ Rough Air Cond. & "o _ Stab KT mp Pole Top Out [I Heating Surat on Lintel Final Sewer ❑ Fire Place p Pre Fab _ READY FOR INSPECTION i A.M. I -ion. C Ti66 �� IQ� Thurs. Friday sNeci: n 'Made P.M. Final Inspection >J i Certificate of occupancy[- FF -_:r, CITY OF cop .?;+J y4��s,tiC Beech-q" Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time / Received - ` PM. 166 (� Job A ess ___ ,11ality Owner's Name _ Contractor BUILDING CONCRETE C�ELE�CTRIG__ PLUMBING MECHANICAL E Framing Fooling 7 Rough Wiring Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation C Lintel C: Final Sewer ❑ Fire Place ❑ Pre Fab READ REINSPECTION Mon. Tues. (r Wed. / Thurs. Friday / s(r a A.M. inspection Made �y �_____� PM- Inspector � ��0 �7g Final Inspect Certificate o Occupancy ❑ s Date I F vw- ` CITY OF 4&6.t.- lSP ,.4-&7&u' 6j Office of Building Official REQUEST FOR INSPECTION )ate 13j`- 4 "/ Permit No. 'ime f'Tl A.M. deceived Job ress owner's Vame Contractor fLDING CONCRETE ELECTRICAL PLUMBING MECHANICAL -raming Footing _ Rough'Wiring Rough Air Cond.& _ ie Roofing Slab ❑ Temp Pole Tnp Out ❑ Heating nsulatiar, Lintel Final F-, Sewer ❑ Fire Place Pre cab READY FOR INSPECTION Ton Tues Wed. Tim Friday—_--P.M i ispectlon Made y ! _, PM. �! Final Inspection I sector- — Certificate of Occupancy s Date _� _� CITY OF Office of Building Official / 11/169 P / REQUEST FOR INSPECTION II)V T 4 Date L Permit No. Time A.M. Received P.M. Job Address ^� Locality Owner's Contractor �BrUILDING CONCRETE E ICA PL lNBiB MECHAN� ICining Footing Rouah Wir,, Rough A„Ocnc � "C Re ROn+in^y _ Slat? _ Te.mp Pole _ lop Out Heating Lintel L, Final Sawei Fire Place READY FOR INSPECTION Pre Fab ti on. Tues. Wed. Thurs, Fnday0 A. is''.ads — — — — —` — P.M�. _ Final Inspection — Cert fnate of Occupancy E IMPORTANT NLESAGE FOR N DDA Tj LL -TIME2 M / PHONE D �O MOBJ� j / RET! MESSAGE CODE NUMBER_ - EXTENSION _ WILII sE WAN CCc S11;1VED "" FORM 40C Date Permit No. ! Time _Q U XM- Received PM Job Addr c `� Ity Owner's [[[//// Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. hurs. Friday P.M. A.M. Inspection Made PM. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date — CITY OF Office of Building Official REQUEST FOR INSPECTION Date—i4//5—/ Permit No. Time A.M. Received P.M. Job Address Locality Owner's Name ��12 `�l' Contractor BUILDING CONCRETE ELECTRICAL P MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ s Air Cond. & ❑ 4; Re Roofing ❑ Slab ❑ Temp Pole ❑ ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION on. Tues. Wed. Thurs. Friday M. A.M. Inspection Made !� P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date NOTICE OF ADDITIONS or CORRECTIONS ® • NOT REMOVE JOB ADDRESS DATE IAWS 1 1,2 17t THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Ado S ?'rl � $15.(JO REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other parsons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inpector has had ample time of approve the installation. Alter additions or corrections have been PL G made, call 241-5826, Building Depart- nv,nt for an inspection. Field Inspectors EL5( are in the office from 8:00 a.m. to 5:00 BLDG p,m. Monday through Friday. Oil OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB A%)RESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Vl I NFA r IJ A-T-F/Z— _ _ 3 IIC- El $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had arnple time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. /2 .v7 "�r> "5e "R�r. a Tatiftrate of Qhrupanru (situ of Atlantir ileor4 — ivribo Jgevttrtmtnt of Nuilkno 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 0111A. — Family Y ReU Bence Bldg. Permit No. 11152 rj r Bear Group Type Construction : Fire District y 050521 Cns"t-hnOint Drive South Owner of Building ieiitex HOMes Address t Jacksonville, B`�mg Address ?669 Linzr i jr-- f-', a;'Locality A'-7 nni ^ ter_ rT n��-3 � \_ s By: DON C. FORD Building Official Date: _ is .__ + t is i POST IN A CONSPICUOUS PLACE w.�•�+.....-.... �..�-:aa. ---«,...�_..,.,� ..:�-sae..... - _ :� f IN THE CIRCUIT COURT, FOURTH JUDICIAL CIRCUIT, IN AND FOR g.a6A DUVAL COUNTY, FLORIDA. � F�,t� .i a'6vail, � C��y dingW`d CASE NO.: 97-06714 CA 30' DIVISION: CV-C JAN BURNETT, Plaintiff, VS. CENTEX REAL ESTATE CORPORATION, INC., and MANDARIN HEATING &AIR, INC., a dissolved corporation, Defendant. NOTICE OF TAKING DEPOSITION OF DON FORD TO: P. Campbell Ford, Esq. P. Campbell Ford & Associates, P.A. 6 East Bay Street, Suite 550 Jacksonville, Florida 32202 PLEASE TAKE NOTICE that on Monday, December 6, 1999 beginning at 3:30 p.m., counsel for Defendant, Centex Real Estate Corporation, Inc. will take the deposition of DON FORD, Building Inspector, City of Atlantic Beach, Florida, upon oral examination pursuant to Rules 1.280, 1.300 and 1.310, Florida Rules of Civil Procedure, before Dawood, Winegeart & Associates, or some other officer duly authorized by law to take depositions, at the offices of Rogers, Towers, Bailey, Jones & Gay, 1301 Riverplace Blvd., Ste. 1500, Jacksonville, Florida, 32207. This deposition is taken for the purposes of discovery, for use as evidence at trial, or for any other purpose permitted by the Florida Rules of Civil Procedure. Individuals with disabilities needing a reasonable accommodation to participate in this proceeding should contact F. Eugene Atwood as soon as possible after receipt of this notice. Telephone: (904) 398-3911; or, if hearing impaired, 1-800-955-8771 (TDD); or 1-800-955-8770 (V), via Florida Relay Service. DATED this 34 day of December, 1999. ROGERS, TOWERS, BAILEY,JONES & GAY By: 741Y.-Y GREG Y F. LUNNY Florida Bar No. 883654 F. EUGENE ATWOOD Fl. Bar No.: 0133078 1301 Riverplace Blvd, Suite 1500 Jacksonville, Florida 32207 (904) 398-3911 Attorneys for Defendant, Centex Real Estate Corporation, Inc. CERTIFICATE OF SERVICE I HEREBY CERTIFY that a true and correct copy of the foregoing has been furnished to David S. Wainer, III, Esquire, P. Campbell Ford &Associates, P.A., 6 East Bay Street, Suite 550, Jacksonville, Florida 32202, and Courtney Esquire, 1602 Copeland Street, Jacksonville, FL 32207 by hand delivery this-3d day of December, 1999. Attorney 12/03/99 15 17 FAI 90,13960663 ROGERS,TOWERS X001 DInCT'IONS FROM ARLINGTON ® Rogers Towers is located outhe 13th floor of the Riverplace Tower,a 27-storybuildwg with a blue SouthTrust sign,at the t op. Take the Arlington Expressway West:over the Matthews Bridge(the est or maroon colored bridge). Take a ltfit ori: labi Street. Follow Main Street over the Main Street Bridge(the blue bridge)to the Southbank of the St..lohn':s River. Take the first exit off the Main Street Bridge and take a left onto Riverplace Boulevard. Drive past the building and turn,left at the light parkin the-stage;guest parking is on the top level. Address: 1301 Riverptace Boulevard, Suite 1500 Jacksonville, FL 32207 (904)398-3911 Past-Ir Fax Note 7671 Da's pag s11 7m From wDep, 2 p�j Co. )W. Pnone# r A� Peon# Fsz s — 5S I F-# ..11 l/ CITY OF 4&4A14C BwcA--V&ud44 Office of Building Official REQUEST FOR INSPECTION Date :/ ^� Permit No. Time / A.M. Received Job Addres C Locality Owner's �� Name _ �� %%% {/�-- Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECN*WCAh,` Framing Footing Rough Wiring Rough Re Roofing Slab r_ Temp Pole Top Out _ Heating Insulation Lintel _. Final _ Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday PM. A.M. Inspection Made PM. Insaecter Final Inspection . i Certificate of cup ncy = / �C.,// , 9 Date CITY OF Office of Building Official RIMU2ST FOR INSPECTION Date —.�.--`_ -- l Permit No. Time A.M Received --_-----_--- --___ --P.M. Jco ,acdress Locality Owner'S Contractor ------- -- ----—__ 3! ECTRICAPL BINCONCRETE �(_;or >< �NICALC,,ILDING/`rrrming Footing Rough Wirinc Rough Re Roofing Slab Temp Pole Top Out ` Heatirg Lintel Fina{ Sewer Fire Place i' Pre Fab YID READY FOR INSPECTION hAor. _ Tues Wed. Thurs. =ridgy _ Pfl. de ` 1 P n^pecfon C 'if cat- of Occjoancy Eft-KLi' AOcu�2 /�L2Elf� 'y ,�/•�,'�LE� CITY OF ,Q�la�ic /3eac�i-��acio� Q Office of Building Official REQUEST FOR INSPECTION 3 '�"' Permit No. Date-- , conn. Time Received ._------ P.M. Job Addresses- Locality Owner's ; Contla=L C _ NamMECHAN e_- LUMBING' > I "BUILDING..- CONCRETE ELS A1--- L ...... ...._ Wirin F-, Rough 7—, Air CZnt-B ❑ Framing D Footing ❑ Rougn 9 Re Roofing ❑ Slab C Temp ?ole ❑ Top Out [I Heating L7 Final ❑ Sewer ❑ Fire Place El Insulation ❑ Lintel Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wec. Thurs. Fria.i P.M. A.M. P.M. Inspection Made FipaLJ --. Inspector__ -- — Certificate of Occupancy'} Date ,l CITY OF 800 SEMINOLE ROAD ____�----- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 41 le cJ"ate/ 5' 4s e, � BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: / l�,lll ( OF Intersecting Streets: Between______._ And BUILDING — II. IDENTIFICATION — To be completed by all applicants In consideration of perr it given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical r_ Contractors �yt n 0 �� Contractor (Print) -� Y )1 Master �{'l_ Name of , Property Owner �,Ck Y- Signature of Owner Signature of or Authorized Agent I Architect or Engineer :11AZ 111. GENERAL INFORMATION A' Type of heating fuel: B' IS OTHER CONSTRUCTION BEING DONt�N Electric THIS BUILDING OR SITE? �tv ❑ Gas—❑ LP 1.1 Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO •E INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) i1C Residential or ❑ Commercial Cl- Heat ❑ Space ❑ Recessed ❑ Control ❑ Floor ❑ New Building Air Conditioning: ❑ Room Control Existing Building ❑ Duct System: Material_ Thickness K Replacement of existing system Maximum capacity_ _ c.f.m. ❑ New installation(No system previously Installed) [I Refrigeration ❑ Extension or add-on to existing system EI Other — Specify [ICooling tower: Capacity 9-P.M. ❑ Fire sprinklers: Number of heads._ ❑ Elevator ❑ Monlift ❑ Escaletor (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps- -- (number) (Reee{ved) ❑ Tanks _(number) Remarks ❑ LPG containers (number) ❑ unfired pressure vessel O toilersPermit Approved by Doh b Other -- Specify _ Permit No LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT ppaaccti Number Units Description Model Number Manufacturer (('fbna)Y Ap CY BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 09 CH.FLORIDA 39a33 APPLICATION FOR MECHANICAL.. PERMIT �At;:tN N�MaEA IMPORTANT—Applicant to complete all items in sections 1, II,.III, and IV, LOCATION S1reN Addra/:_ _---_----- OF SEMINOLE ROAD And ATLANTIC BLVD —__. BUILDING SELVA' LINKSIDE , LOT# 117 Sub•c(iyitien 11. IDENTIFICATION—To be completed by all applicants In eoAsidvoHeA of INIM;I g6ce (o, doing the tort at dnedbod in the obey ttelemem.r hereby sq,re to pe,le—sold.o•s •• r.::•ar:e .iA the ertactfd pons eAd tp40;coG9-s.kith ue a Port hereof end in occordsncr .ith the Cily of Jackso-XiI o•a 1 0':0•`.1 of good p,oclics listed theroin. Nome,e(L444hsAical CoAtraciocs Ceekecter(hint) MesterCACA12 23 Non$of hreperry O.ne/ Sigeehrn e(O.Ass Signotwe of v Aw/keri,.d Agent ^� �„� Arehileet or Engineer 111. GENERAL INFOWATION A. IT"d ksotinq fuel: B' 15�fiectric THIS TWIL.O NG OR SIT[f H94 CONSTRUCTION(RING pQI(L pN Q Ga—O V C] NaNtsl ❑ Cen►rel Utility ALL 5 IF YLS. DIV[NUTA adi 11 WlOMSTIIUCTION Q Op PE11htIT L 1 1 L ❑ Otker —Specify IV. UK M WAL EpUIFk(iNT TO 2E NSTAULb NAT OF WORK (Fre.wo 40,4 rte Int of ampo"oh ee bock of:this feral Residential or t 1 Commercial Neel Q space ❑ Recsossd /Cenrnol O Floor A,Now Building Air Condd;9akgl ❑ tlwo � Coot 1 ❑ Existing Building p„n h,+.: Usk-41F T.F X 51Ubi i T B 0 ARD ❑ ROplaCenlOnl of existing system 2,1 ,�/ mosimum capacity J y LAQ.(2..,_ fir, 2 New Installation(No system previously installed) ❑ Refr:gea!oe U Extension or add-on to existing system Q Cooliaq 11— CoP441b VO+N ❑ Othel—Specify Q fire rPriALIM: Number of I" ❑ Hwelor Q k4selifl ❑ "later, I"MiNW) THIS SFACI FOR OFFICE Us&ONLY Q Ge"No Pump. Inumbsrl , (R000i.od) (3 Teekt_. (nwwbar) RomsAs ❑ LPG cewtoi+ersL�..�..rtarwMr) ❑ Ue"prouwe vete: ❑ iksaaa Permit Approyed by Do 13 Cltbr—SPai{ly Permit fee LIIrT ALL EQUIPMENT AM COND1171011iNG AND REFRIGERATION EQUI►MENT Number Unit+ Description Model Number K"Ureeturar ) AAJ100cy N HEATING t FURNACES.BOILERS,FIREPLACES Glad NusaborUnita Deretiptlea x11a1D(aCtYr\r (1TSZJ)r Ai�7 7 . 4 TANKS i iQOer X"y xocbsat CaparSty Type Eiloid Nisaw ad Serial Ap royinS IWtd Dt:a�ecufooa Contained ]tanutaceum No. l ovtn 1 "t4 1 s � � j t 4' t B, _t I, , ? � . , � » . . . . � � , � . E� � . . /�- - —� ,3�a»�y:per � � � ` � � . � , ! �\ » \�; \ �\/ :« � � \ƒ :\d � , - ��w > r��\��\�� . � ��ƒ�� /\�� \� \ �� . � � . . � . - \:��\� <� � \�\ « » . � » »w a .\, : � I \ ) \�\ ` � � . » < \�\� \\� .. .. . . . . :� � ^��/\\ / . . y . . �. {\\ � . . . � < . . � . . Cy \ [ \�\. , \ \ � \\ 1 / \��■� � | � � . . \ ��\�/\ . % � � , < : \ �� : \, \? � ?\�� . �« � �� c«:« �, : » . . ��y »: . . : . . , . .a,�:�r�: . i . � kA 1p rr F � ' J d t Y t r- � ..�<r x•f 1 � � <- r : s �. �r s 1 r � I !:e v"; �: Y�r=� �� , �� ENOEBU�CDIN CITY OF'gTLAN o B { �` DEPA ,� RTM .r.r .r y� ,.�, i 2 '.t' ��'� �V r [a• I�a �6� rMEG -AN I CAL ly a .MOOD PPAME E �R i Bf3R u ,/fir � SI,Nt3i+E FAMI 1e� '�e w +�tt�V �' •�^ ,+ y� � �� x; �a a'M��". _ Y;�r a�.'� vs,a zr RAN 'My tik R S ,1► }A w Y TNI VQ, R AM i y }T [ayp!i Y, '..., _ A rest �# � r' �°®� g�y� � � >�� s�` �' � ?��s �� • � �.H 9t 4r Y�y. r �y4i �e �y'� fy� 4 MIR d 'iii7� �r .w m Cyt* r a;e *ri=. ..n• Y °ti, �. � ��, � I44� d I P &4 , 3 fit. t 1 vodl gg CE— Hil ETE FORMS AND TOTING'MUSTBE,INSPECTED BEFORE POURI°f - �^ > ry�45i �' �Y G`w4 )%•� ' j � F_ �ERM��OiCS1�MONT-IS AFTER DATE.,O `tSSUE r{,_ +E1yxyat a n;`# "Mow .� 4iF`o k!�F�° .� Fre F.a UI [N EHIAL�,REIBBISAND DEBR! FR OMTHISWORK'MUST NOT BEPL'ACED IN PUBLICSPACEAN SS U NQ HAULE ' WAY BY Erm :CONTRACTOR OR OWNER } 4, vP`�'A 4.*?ts A�' 3 i G i. t 4!': ✓ 'rl as,ky ! „ij�. } ! ''CO''C� .ICW NTHkNNfEGHA` = 44:14 .. ERTY. NER PING ICE FOTHE BU J Nt R0 � S DING. 1 ED PLANWHCC .Q PART OFi15 PER PLJ B O�/f fO RI xW � 3 � ^,v rr y�t4l, [ 4 *' 6�' ,4 �< �, ✓ ., ItDP BUIIEDINQFx3f fi �4 d, Y •' � 7 ry �i ��„y A M* Thy t� 3ieS p ha ��f tanl j H � Akk '.i L� .r!7"" ! 'f►:a+X :^ { �" .w r'w. 4 R�?RMAT"I ON ;d ri pa �" "Lc AT IJ641 dRMA T I t N per> ►it wlabr. 5fl$ Addlrres�a: - 3.fii97I1E8IDE -COURT N4R'TH , ^ , YE'^ . P�rm3 °T +�.: IEHAN CAL „ � �:, � A C.°� int is +�f Wcr t x TLANTx rr ZACH, FLORIDA 32 AL LR 'TON 3 J i4 T I� Y � Akt qq �k3�, yF • • .. �f ask. µ Lot Prop4s+� 1 Us t s INc3LE FAM tY�''p; til subd ti, 0 it i.'. a" Er� ►° illttl�lyi'°'s '.. .. dy e r'�.y '.n1An e�'`J+f' °x ;� s. "� ,F•sirCr ° r kh� � .Ed' �'✓F l v i .r fi f�+y� .s^~j> ��Q � � ��'4� ,. 6 �i s t� ^.��.iw :3�15 '��n �>jt, "r "irk�.Yv�, �1•..s ....�,. xxS74,Ya �. •,'�'._t�' � � ai�t� � � �`� '�,' '"fit�r�' v 4 � ��s *w"'t � x �-: �a �, ,- r M;" «rx ~ a ^`.�� x�l x'v i>,� y ,fie.+ y � 4•. �PpL `�., G"4-M! M yyp iAn Wlkr�..Z1713li .r i,p+^ y i ✓F`F v lEdi F 1 $�` ,W �� s .� '3"�- "I "3 ' S 9'�� { $•sa, , N, k;-s4 `w + R' T _ r :NOTES i F.3 A z d 3 ; 1x Ydc nk - n � � � �"y „,s a rfAi`�^��"h��pi� aik�'v�' ✓. +� .` s j si: g aF ^ r" fAn .m fi r i.W a '� 'yd F s4 .,�' 5=s 1. •f°SW°`y i + v '„•.r ,.i f dzA lg „�t ♦8r f, k 4 v„ j P i .. IMP,' �, ..� p "� "�-•„�". �va xa ;F� &'a ,t,�:�� .r�^' d '"e 't ,� �'� g '�'�y 4 �1 � Y ari" ➢dN 8 t:.;,vh .! t ;*TF ' ✓ „jy' i a ,�v' y "y: i f y R'' r.- 4 as> f 9r' r s^^ F.µh T., ��! } zf t S n J NOTICE INSPECTIONS MUST B m QUES I E BEAST 24,HO 1RSr�PRCQR TO IIrISPECTtON . +� ��ye -,�!'i�f v'�;�a��.'s.`i�,.'��. �ksF�'��. ?�1� .�� '��. "��'�? .fin x�.'"�.nr, .v .:� v :•�,;�f5';wa4'�`,�:'.l+n�... i W a S JJpy. .+f w ! id"'", 'Ef r5t+flantj tt" l',; '`'i L,9k � ,- � } �; >; " uta 1h e� „ �w '�'�n 4 "tir'r{h`..•Y i r<� .'�" � ^.a.- .«.t - "y nr t",�.Y• , ,.k ,BUILQING MATERIAL,RUBBISH ANp DEBEi1S FROMTHtS WORK.MCJSTIVOTBE PLACED IN PUBLIC SPACE"ANt7 US7BE ` CLEARED UP,•AND HAULED AWAY BY EITHER bNT ACTOR S.;'an ! ' •`�,. �'ra '� j�a �i a rt .�� vs_.� 4+^ � x r �K Ry ,� g,* ' t� t�tn f�� '+t , /s R., ,� ... 4 �:,. ^:. �, "cir�+4f�` ''.,�+�- r"4 .'r �4 i��q'`.r k$YsFF+�»fk�4`: ° .+h-� xti".ti.clf., '�h ':.'�`�• i�w l A ti;a3F ¢.� "�S x *fil;e l � FAILURE'.TO COMPLY WITHI, �N(CS'L(EI�' AVIE.`CA RESU�LrIN' r dMECH 4 PROPERTY OWNER PAIN T 1/(G OR,BU[CD NG_IMPROVEMENTS." �tt. ry'>�n ,"x ,ISSUER'ACCORDING"TO APPROVED PLANS W. 1 ARE P.A. O THIS�P RMI U ' .. E EGT CATCCI�FOR , t{ "VtOLAT ON OFAPPLICABLEPROVISIONS.OF Lk NN *` #�° ' mr !�dt�w'fc i'• �+`4��'E '� ,�rel a� d yt �� ..�• }' TL"4NIjCBEAC BUILDIN DyEPARTMENT £.g.o � '"r' rw ,y yt� t x 5,•' 41 ria° f a+ r 1p � Sr Ott `1 krfi �51451-1,wild �.y y.. '.�,,rg�. "'". v x .., aR'�• �yt.' f'cr +.vvu'Mr+ F xY,,':• v�c::�',a,�?�, ak"�AT�t"k:�;:;KX� �::-e 4�} �, 1f'f9 v +�� M � BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. ] LOCATION Street Address: '^IIl ):fS ICU (1+ OF Intersecting Streets: Between_ And BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical r–" Contractors b1 O 0 Contractor (Print) Q t` Mester Name of '"J -- Nam Prop erty Owner VI\e Signature of Owner Signature of or Authorited Agent YL Architect or Engineer Ill. GENERAL INFORMATION A, Type of hosting fuel: �' IS OTHER CONSTRUCTION BEING DOtft�H Electric THIS BUILOING OR SITES N ❑ Gas—❑ LP t] Nptural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify _ IV. MIECHANICAL EQUIPMENT TO It INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial ❑' Heat ❑ Space ❑ Recessed D Central O Floor ❑ New Building Air Conditioning: ❑ Room Central Existing Building ❑ NZ Replacement of existing system Duct System: Material Thickness Maximum capacity e.f.m. O New Installation(No system previously Installed) ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity 9•P-n• ❑ Fin sprinklers: Number of heads_ ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Received) ❑ Tanks (number) Remarks ❑ LPG conteinen (number) ❑ Unfired pressury vessel Permit Approved by Dete ❑ toilets ❑ Other — Specify Permit Fess LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT CIL Woty Approving Number Unita Description Model Number Manufacturer (Toru) Agency r^ t TRANSMITTAL DOCUMENT FOR JEA DATE: / 9 9b/ The following permits have passed "rough" inspection: Permit No. Address 79' �Ps 7 3v2� �" • RRE&=e&xmexxx=xXixlmg*=apbemxcofxxbkoxVoanmL*m. Please update your records accordingly. Thank you, BUILDING CLERK CITY OF ATLANTIC BEACH /vcb G 11: 1` CL�iRSIJN 819 P84 MAP SHOWING BOUNDARY SURVEY OF LOT l! 7 BLOCK _ __._ AS SHOWN ON MAP OF sczyg y.11vk.srnh- [lNl r z AS RECORDED IN PLAT BOOK47 -- PAGES'854SOF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: � ,vr�X ` o�f�✓'� C.c7�P,o©,�Rr�D,cr NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. ,V07E• ELfl/ATIO/JS A4E,f!/OlVN?ws: (i4.sB) Awo A0,00* )y A'or➢DW4 a-ra'oeriC v"1144"d D474VAu D'r /929 C E R r1 F1 r-U ro s J qAl s,U,#'NE r r - C rX 1vso�r'oAC� CO. ,w&rRo aol/mAl Tl r,r, o 6a4wAlrY co. .5r,ewor r/rt c- o.0 PA27 OF sgF'Crl4A1 !T, 2 S&_,7,r4 RANefE 09 E'AS r N8V!1 4?6: 040 e sB•GE/? a4 B.Gtld o� 1 O � �• �� LiX jgskLk483•o'os' �Z'4. 4 44 YjFS fia�sNticaaa�C�f•�e) o.r, � sall!I261.001 tk •E, + to•reatr Iv� �r•G/V G /0'x10'✓.fA• TRANSfORw,EQ.r.�- N/1w,f EA.VAI9'A1r w1 7414410VArm-wo pV d!Q,o 4t3'COAot' OX40 R p �. �. AIL ^ R1e�f of 31996 CITY OF ATLANTIC BEACH, FLORIDA App—dby APPLICATION FOR ELECTRICAL PERMIT i i` TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-- _199G IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. MARM ELECTRICAL FIRM: MASTS E E T` CI N NAME,. �` -NS�_��. ADDRESS: 1�tJ�D� b `—rt tv RFD—Box BETWEEN: RES:1�44 AFT.( I COMM.( } PUBLIC.( } INDUS.( I NEW OLD ( I REW. ( I ADDITION( ) TRAILER I 1 TEMP.( } SIGNS ( I SO.FT. SERVICE: NEW 1 } INCREASE ( i REPAIR ( I FEE CONDUCTOR SIZE �i�� AMPS r COPPER I ALUM. C OR BRE ER d� '� AMPS PH `4 W NDVOLT RACEWAY EXIST.SERV.SIZE AMPS PH . W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE? , LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.00 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMP8. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT O.1 OVER MOTORS H:P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS t,a►ecnl 1 n*1cn��e 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. fp —BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 2,_ 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) I LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) -3 POT, SCULLERY SINK (4) 1 DISHWASHER (2) �-' WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) __KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET O URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) i 5� SHOP (2) SURGEONS SINK (3) d LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ,�Z �-S/ 0 $20.00 EACH $ 4-1,30 , 00 JOB INFORMATION / /� IV(,( S I l-z_ �. T`• P�! , RINANGIA%.MINTING O'>~ ,Roace of Commencement (PAZPAR[ IN DUPLICAT[) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT, �7 41 Description of property — ()± r Le_ U-L 1_-- _--- ---------------------- ------------------------------ft------------------------ According --------------------,N------------------------------------------------------ According to plat thereof recorded in plat book c4l pages kS_ lj<S Q of the current public records of Duval County Florida General description of improvements -----------__________________________--------_----------_____________. Construction of Single Family Residence with Garage on concrete slab ----------------------------------------------------------------------------------------------------------- Centex Real Estate Corporation Owner --------------------------------------------------------------------------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- Owner's interest in site of the improvement Fee Simple Fee Simple Title holder (if other than owner) ______________________________-______________-_______ Name ---------------------------------------------------....------------------------------------------------ Address -------------------------------------------------------------------------------------------------- as er Contractor _ s hme- - -- own _ --------------------------------••------------------------------------------------ Address ---------------------------------------------------------------------------------------------- Surety (if any) -------------------------------------------------------------------------------------------- Adclress -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ---------------------------------------- ------------------------------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or ocher documents may be served: Name _Metropolitan_Title_&_Guard, tiy__�,'Q......................................._........ 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ---------- -------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notica as provided in Section 713,06 [2) [b], Florida Statutes. (Fill in at Owner's option), Name ------------------------------------------ ---------------------------------------------------------- Address ------------------------------------------—---------y*---------------------x------..------------- DEPARTMENT OF BUILDING f.: CITY OF ATLANTIC 131AGH PERMIT LMXTION O .. . . �. ..,t. 'Permit Number: Add r' 1669 LI KSIDE COURT ItORT Perm-it Type: MECHANICAL, ATLANTIC REACH, FLORIDA 32233 Clay ot Work' NEW L ZOAL MESCRIPTION Ccitrw ---------Type: WOOL) PE Lot: 117 1320ck:" Section.* Proposed Use� SINGLE PA I,LX RNt� ; 0' LwelIin s : 1 Cade: 70 subdiviiiont. SELVA LINKSIDE Estimated Value. S4C3A Improv. Cast. : S0.00 Total Fees $47 .06 Amount Paid: $47.00 i -77' PmrT $4�7 ,00 " Addy E COURT OF alts" WRAC FEE so ;'Do CH PLORIbA. 32 33 EtV PR imp ACT FEE $0 .00 'Ph 9 W ' 14E'TJ AP S0.0 F i A211111, RAIN Name R' I Afi 6, pi CAPITAL !MPROVF, $0 .00 Address: 14 S EAH RO SEWER TAP 0 .131 License.,;R CAC 23 T` pe-: 4 IaEC H IXPACT PEE , 9 .013 COL+O .,SURCHARGR 0.00 RARC�R/A`PL,BCH. MOTES: FOR NOTICE--:ALL CONCRETE FORMS AND FOOTINGS MUST 09 INSPECTED BEFORE POuRiNQ PE# dtlT VOID SIX MONTHS AFTER DATE QIP ISSUE a a BUILDING MATERIAL;RUBBISH AND DEBRIS FROM THIS WORD MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST Be CLEARED UP AND HAULED AWAY RY I*ITHER CONTRACTOR OR OWNER "FAILURE T01 COMP "'MTM THE MECHAIV C ► L1#". LAI CAN, RES LT �N PROPERTY C� 1 NE :0,�;Y 111GTWICE FA T E MONO C1 IMPROVEMENTS". ', 1 ; IS81EL�ACCORDING TO APPROVED PLAN'S,WHICH ARE PART OF THIS PERMIT AND SUBJ L" TO RE1/QtAI" 31+�1 ��TIQN,OF APPLICABLE PROVISION OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT 4010001321440 pp I } { 08 I DEPARTMENT OR BUIWING CITY OF ATLANTIC BEACH i P ERM I T INFORMATION � - LOCATION 'INFORMATION , Permit Number'. 25608 Address : 1659 LINKSIDE COURT NORTH Permit T P :MECBANICAL ATLANTICBEACH, FLORIDA 32233 class of Work :ALTERAT°I NAL DESCRIPTION' Constr. Type*WOOD FRAME �B'1 ck k�- LLast < �Twp* ' Proposed Use ' SINGLE `FAi42 L S t c # Subci; Rnq,* Dwellings . �? Subdiv si on:SELVA, LINKS DE IS I: . value; Ov Improv. Co t ° Total 50. 00 Amount00, r � c `fid" ION ON , ------ APPLICATION WEBS «_�- 00, - 00 PERMIT AddI QT NORTH FB 4;j "T'' FLORIDA '� �� mo, � � � w t.` ' 'u'" m s � yaF �G"hon ' .q '�� '''aw. ,. fi e Name* F0 O°qN .IQ Tod dtlr�l 6 B S BSA PARK DRIVE BOUT JACKSO111.r f FLORIDA 12258-440 Li,c CA T D Ea P` Tzrira � . Ae^`�e�r�h,g�Exa,„�a ` r<;�,a"~§.�, �.G + t .�.resa,. .x$ "�� 4 i N. -u^ 1 NOTES: i �u f f i NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST, 4 HOURS,PRIOR TO INSPECTION Iq $UILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "'FAILURE T4 COMPLY WITH THE 'MECHANIC" ' LIE t� LAW' CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FORS`UlL01NG IIIAPROVEMENTS " ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO FOR REVOCi4$ISIN ION VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1+I Dates 4/25/97 111 gointlit Xv Wit 8D11II32211 1679 . ATLANTIC BEACH BUILDING`DEPARTMENT i By: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 117 SL 2 BUILDER: CENTEX AND ADDRESS: 1669 LINKSIDE CT N PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 3I_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1469.00 6. Predominant eave overhang ( ft. ) 6. 1 . 33 7 . Porch overhang length (ft. ) 7 . 5 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 134 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11 .00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame ( Insulation R-value) 10a-2 R=13 .00, 1493.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=13.00, 173.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 868. 00sgft 12 .A.ir distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13 .Cooling system 13. Type: Central A/C EER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric 16.Hot Water Credits: (HR-Heat Recovery, 16 . EF: 0. 90 DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99 .67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------ ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed C�� this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: //-,�/.qr 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: C ? (a�� BUILDING OFFICIAL: DATE:- //- /-9�'- DATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 13.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 11.0 I -----------X--------- I AIR CONDITIONER. . . . . . . . . . . . . 9.7 EER 16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0. 90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:LQ6SD1,-#1.Pd i A` 1'1. (-,S. Signature: �g� Date: City/Zip dggn-y iA�e� 3 2_ Z/G Florida E ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 117 SL 2 BUILDER: CENTEX AND ADDRESS: 1669 LINKSIDE CT N PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area ( sq.ft. ) 5. 1469.00 6. Predominant eave overhang (ft. ) 6. 1.33 7 . Porch overhang length (ft. ) 7 . 5.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 134 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11.00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=13.00, 173.00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30.00 , 868.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. *R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C EER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 . Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: � � Q compliance in accordance with Section DATE: //- / -SJ 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. �p OWNER/AGENT: 6ztq'(_ ty BUILDING OFFICIAL: DATE:- //-g f -4 DATE: z;2 _(- Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 117 SL 2 BUILDER: CENTEX AND ADDRESS: 1669 LINKSIDE CT N PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_I OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5. 1469.00 6. Predominant eave overhang ( ft. ) 6. 1.33 7 . Porch overhang length ( ft. ) 7 . 5.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 134 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11.00 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=13.00, 173.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 .00 , 868.00sgft 12.Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6 .00 , uncond 13.Cooling system 13. Type: Central A/C EER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0 .90 16.Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 'e, 553-908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: �� BUILDING OFFICIAL: DATE: (��Z/- �!j DATE: SUMMER CALCULATIONS ******************************************************************************* BASE ___ -_= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- S 84 .00 65. 8 5527 .2 DBL CLR S 10.0 66.2 .93 617 .3 DBL CLR S 10.0 66.2 .93 617 .3 DBL CLR S 9.0 66.2 .92 546.6 DBL CLR S 35.0 66.2 .94 2178.0 DBL CLR S 10 .0 66.2 .77 509 .7 DBL CLR S 10.0 66.2 .77 509.7 W 50.00 65.8 3290.0 DBL CLR W 5.0 79.7 .65 260.3 DBL CLR W 15.0 79. 7 .97 1155.6 DBL CLR W 15 . 0 79.7 .91 1083.9 DBL CLR W 15 .0 79.7 . 91 1083.9 ------------------------------------------------------------------ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------- --------- --------- --- --------�--- . 15 1,469.00 134 . 00 1.644 8,817 .20 14 499• 03 8,562 .48 (562 .48 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493 . 0 .9 1343 .7 Ext Wood Frame 13.0 1493.0 1.50 2239 .5 Adj 173.0 .7 121 . 1 Adj Wood Frame 13.0 173.0 .60 103.8 DOORS---------------- Ext 21.0 6. 1 128 . 1 Ext Wood 21.0 6. 10 128. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 868 . 0 .6 520.8 Under Attic 30.0 868.0 .60 520.8 FLOORS--------------- Slb 114 .0 -37 .0 -4218.0 Slab-on-Grade .0 114 .0 -41.20 -4696.8 Rsd 380.0 -4 .0 -1516 .2 Rsd Wood Adjacent 11.0 380.0 . 70 266.0 INFILTRATION--------- 1469. 0 8.0 11752 .0 Practice #2 1469 .0 8.00 11752.0 TOTAL SUMMER POINTS 22,675.65 18,921.00 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,675.65 .37 8, 389.99 1 18, 921 . 00 1. 00 1. 100 .340 1.000 7 ,076.45 ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- S 84 .00 -10. 6 -890.4 DBL CLR S 10 . 0 -28 .4 .97 -275.5 DBL CLR S 10.0 -28.4 .97 -275.5 DBL CLR S 9.0 -28.4 .96 -246.2 DBL CLR S 35.0 -28.4 .97 -967.5 DBL CLR S 10.0 -28.4 . 87 -247 . 1 DBL CLR S 10.0 -28.4 .87 -247 . 1 W 50.00 -10. 6 -530. 0 DBL CLR W 5. 0 -9.2 .03 -1.3 DBL CLR W 15. 0 -9 .2 .90 -124 .2 DBL CLR W 15.0 -9.2 .74 -101.7 DBL CLR W 15.0 -9.2 .74 -101.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,469.00 134 .00 1 .644 -1,420.40 -2, 335.71 ( -2,587.67 ----------------------------- NON GLASS------------ AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493.0 2 .2 3284 . 6 Ext Wood Frame 13. 0 1493.0 3.40 5076.2 Adj 173.0 3.6 622 .8 Adj Wood Frame 13 .0 173.0 3.30 570.9 DOORS---------------- Ext 21.0 12 .3 258.3 Ext Wood 21.0 12.30 258.3 Adj 18.8 11 .5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 868.0 1 .2 1041. 6 Under Attic 30. 0 868.0 1.20 1041.6 FLOORS--------------- Slb 114 .0 8 .9 1014 . 6 Slab-on-Grade .0 114 .0 18.80 2143.2 Rsd 380.0 1 .0 364 .8 Rsd Wood Adjacent 11 . 0 380.0 3. 60 1368.0 INFILTRATION--------- 1469.0 7 .4 10870.6 Practice #2 1469.0 7 .40 10870.6 TOTAL WINTER POINTS 15,337 .79 18,957.33 ---------------------------------------- TOTAL x SYSTEM = HEATING ( TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15, 337 . 79 .55 8,435. 79 1 18,957 .33 1.00 1. 100 .500 .950 9,905.21 ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ __= AS-BUILT NUM OF x MULT = TOTAL ( TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .90 1.000 3719. 7 1.00 11, 159.00 SUMMARY ******************************************************************************* BASE __= I =_= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8390.0 8435. 8 11409.0 28,234 .78 7076.5 9905.2 11159.0 28, 140.66 ***************** * EPI = 99.67 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 13.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 11.0 ( -----------X--------- I AIR CONDITIONER. . . . . . . . . . . . . 9.7 EER 16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6. 8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0. 80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder _ Address:�(� � �n �r_S , Signature: Date: City/Zip �yW,c,Q,2Q Florida Eergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME : 117 SL 2 ADDRESS : 1669 LINKSIDE CT N CITY :ATLANTIC BEACH OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1469 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22013.45 STRUCTURE SENSIBLE 11796.92 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15976.92 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1100.67 DUCT GAIN 1897 .69 TOTAL LOSS/BTUH 23114 . 12 TOTAL SENSIBLE 20874 .61 TOTAL LATENT 13010.67 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4622.82 20% SENS.OVRSZE FTR: 4174 .92 ACTUAL + 20% OVERSIZE: 27736 .94 ISENS. + 20% OVERSIZE: 25049.53 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 5.00 145.00 230.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 9.00 261 .00 225.00 South Double Clr Drapes/Blinds 1 35.00 1015.00 875.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 10.00 290. 00 250.00 Infiltration : Winter Htm ( 33.04 ) x 134 .00 4427 .36 Infiltration : Summer Htm ( 8.69 ) x 134 .00 1164 .46 --------- --------- --------- Window Frame : Metal SUBTOTALS: 134 .00 8313.359 5564 .46 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 13 1493.00 4777 .60 3284 .60 Wood Stud - Adj . 13 173.00 553.60 259.50 --------- --------- --------- SUBTOTALS: 1666.00 5331 .20 3544 . 10 D0 0 R S---------------------------------------------------------------------- Solid Core/Wood - Ext. 0 21.00 598 .50 266.70 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 33.04 ) x 39.80 1314 .99 Infiltration :Summer Htm( 8 .69 ) x 39.80 345.86 --------- --------- --------- SUBTOTALS: 39.80 2330.85 691.52 CE I L I N G S---------------------------------------------------------------- Under Attic 30 868 .00 1128.40 1388.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 114 .00 Lin.Ft. 3693.60 000.00 Raised Wood - Adjacent 11 380.00 Sq.Ft. 1216.00 608.00 --------- --------- --------- SUBTOTALS: 114 .00 Lin.Ft. 4909.60 608.00 SUBTOTALS: 380.00 Sq.Ft. * TOTAL STRUCTURE SENSIBLE ------------------------------------------------------------------------------- 22013 .45 18976.92 ------------------------------------------------------------------------------- CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address /6 6 l A 1k)u S ( 0 t_ C'� /) , Date (l, r-7 - 7"3 Heated Square Footage @ $ � �� per sq ft = $ 301 7 �J Garage/Shed ), @ $ per sq ft = $ Carport/Porch @ $ ebb per sq ft = $ S6 o Deck @ $ n per sq ft = $ Patio @ per sq ft = $ Z3 TOTAL VALUATION : $ gi 3 $ a6o Total Valuation 1st Remaining Value $ 'f per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ �zl o (( ) F'ireplaces @ $15 .00 $ /IS7-00 BUILDING PERMIT FEE $ 6 -7,S--0 `, WATER IMPACT FEE $ 4(.30.6o SEWER IMPACT FEE $ / 0 •CZ WATER METER/TAP $ S 3-0 CAPITAL IMPROVEMENT $ 4-016 SEWER TAP $ RADON (HRS) . 0050 $ 3 7 SECTION H PAVING ( ) $ b HYDRAULIC SHARES $ b CROSS CONNECTION $ 3S` QV(q SURCHARGE . 0050 $ 4 . '7-� OTHER 1$ GRAND TOTAL DUE $ 7 V 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 APPLICATION FOR PLUMBING PERMIT JOB LOCATION: Lo V? y i OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR { Lacy" ' AND ADDRESS: LO�a TELEPHONE NUMBER: STATE LICENSE NO: r TYPE OF BUILDING: TYPE OF WORK: 0) , n HOW MANY OF THE FOLLOWING F X RES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS _,_BATH TUBS -DISHWASHERS URINALS 'URINALS _DISPOSALS CLOSETS _WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ i ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MOST BE IN ACCORDANCE WITH THE MOST RECENT EDITION+OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 PSR-3W 11168 ",1168 , DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH Fpea;r;mit :. r .. . � Ina, CATI4N . INFORMATI l -Number: 11I68 Address,` 1669 LINKSIDE DRIVE Permit Type: PLUMBING ATLANTIC BEACH , FLORIDA 3223"3 Clays o1 Work: NEW --- LEGAL DESCRIPTION �.---- Constra Tyre: WOOD FRAME Lot : Block' Section: Proposed Use: SINGLE FAMILY Township:. ttNa Q Dwellings :, 1 Code: 0 Subdivision: SEL'VA LINKSI;DE I stamaated Vs'lue: $0 .00 Improv. Cost : ` 50 .00 Total Fees .SIO Anton Pasid: 467 .`00 D 2/13/95 Naxrae, PERMIT 7 00 Ad E. DRIVE a WATER" IMPACT FEE $6 .00 ACH, FLORIDA 32233 SZKZR IMPACT FEE S0.00 Pho 7 .�y 00 , A AP 3 0 ', A 04 INFORMATION --,..:,. RADON CAN 5% $0.00 dame NPLUMEI CAPITAL IMF i C?VE. SO .00 ddress 02' A NG BLV SzOwTAP toi.00' L dense:, CFC' 4 Type: 4 SEC Ili IMPACT FEE $6.00 CONST.SUACHARGE 0.00 SCHAROE/ATL.BCH < B 00 NOTES: NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE,INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE, BUILDING MATERIAE.,RUBBISH AND DEBRIS FROM THIS WORK MUSS'NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER.CONTRACTOR OR OWNER " AIi U E TO COMPLY WITIH THE MECHANIC'S LIEN, LAW CAN I�ES�LT IN Tk` PA0' 0ERTY OWNEAPAYINGTWICE FORTHE"ILDING IMPROVEMENT " ISS ACCORDING TO APPROVED PLANS.WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR 1tIATtON OF APPLICABLE.PROVISIONS OF LAW. e I. .13/95 01 RcIt:.tli4� ATLANTIC BEACH BUILDING DEPARTMEN LACKS ifl44 3 k DATE: - - ------- PRE-SERVICE — ---PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 2:33 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: -------------- ------------------------- ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SiNCE:RELY, BUILDING INSPECTION DIVISION cc: FILE CITY OF t*autic Vead - 5%uW4 sal SE�MINOLE.ROAD - --- - ------ AILANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(9(W)247-58tW) FAX(904)247-5M5 NOTICE TO: Water Department FROM: Building Department DATE: 6 acs; - 9G Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address Sincerely, Z.L. Building Department CITY OF r�a�ttic b�'`"e�tc�i - �i�vtia'uc 800 SEMINOL E ROAD ATLANTIC BEACH,FLORIDA 32233-5434 TELEPHONE{904)247-5800 Nis _ _, u 6 1996 FAX(904)247-5805 Centex Homes 6620 Southpoint Drive South Jacksonville, FL 32216 Attention: Bob Porter Dear Bob: There have been no Final Building/Certificate of Occupancy inspections performed on the following properties: 1. Lot 132 - 1644 Linkside Court North 2. Lot 113 - 1653 Linkside Court North 3. Lot 98- 1587 Linkside Drive 4. Lot 117 - 1669 Linkside Court North Please arrange for a final inspections on the above properties as soon as possible in order that we may issue the Certificate of Occupancy. Please be advised that homes cannot be occupied prior to the issuance of the Certificate of Occupancy. We are still holding the Certificate of Occupancy on Lot 104 - 1617 Linkside Drive due to a problem with the drainage inspection by the Public Works Department. Please get this matter resolved as soon as possible so the Certificate of Occupancy may also be issued and the house available for occupancy. You are hereby notified that unless the conditions above described are remedied within fifteen (15) days from the date of your receipt of this letter it will be necessary to disconnect the water at all of the above locations. If you have any questions or comments please do not hesitate to contact me at (904)247-5826. Sincerely, Don C. Ford Building Official DCF/pah cc: City Manager FtA3CDPLAZN DEVELOPMENT INFORMATION Type of Development _-__ i__�' --------------------------------- Flood Zones______ M_ Required Lowest Floor Elevations It building Is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevations established for that scone. No final inspection vill be wade and no certificate of occupancy vill be issued until the survey is on •flle with the Building Department. COMMENTS% Applicant Acknowledgements I understand that the issuance of thin permit is oontinVent upon the • above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply vith all applicable provisions of Ordinance leo. 23-7-11 and all other lave or ordinances affecting the proposed development. Date_____ __„____Applicant's Signature.......................... ------------------------------------------- ------ Department Use Required Lovent Floor Elevation ----------- Avg Built Lovest Floor Elevation Survey Filed with Building Department ___________ ----------------------------------- Building Department Reprc-nentative page 3 1 - ' y11 CITY OF ?ROPERTY ,OESCRIPTION '„ �lct.�srt'c t�each - �lo zida 3 � 9 5 7160CEAN BOULEVARD .ot 0_1 j I---Block I Section I ' " =. P.O.BOX 25 1995 i/ ATLA?MC BEACH.FLORMA 32233 ` t TELEPHONE M4j 249•ZJ95 iubdivioions__ Q Building and Zoning itreet flame /� / n DESCRIPTION OF WORK sr Address s If in a FLOOD HAZARD •lood Zones---4_____•„•__area complete page 3. Brief Description:�1 ale /=�,��/"�(��$��IPnte Class of Works j (New/Remodel/Addition) :ONING INFORMATION Type of • Conetruotions �rQrYt� ��C'Slq�enCC zoning Proposed sistrictsl> Uses _N_ Estimated Vsilust >➢ �� 9oZv :xceptions or Matesialss_ Q .� C C O_ ariances Granteds,� Solid or Filled Grounds-J:QL�--__"_Root s OWHER INFORMATION J Method of Neatings)C ea HIP____r Property Owners__ �' -l� ,QGi-1 �--_--__-M- Mailing )0,c' Address G �1� % 00 1 L�� f ------- f ----------- Zips CONTRACTOR INFORMATION Contractors__ � ` L Address s,�t� aLcensu Numbers Dtes--_---------^-- ------- I g �--`-' ------ NCRE&Y CCRTIrV THAT I NAPE MCAD ARD EXARINCO TUIs APPLICATION AND KNOv THE sAMC TO SC TNUt AND CORRECT. ALL PROVISIONS OF THk LAWN AND ORDINANCCO OOVCRHINO THIS TYPO OF WORK VILI •C COMPLICO wITN. WNCTNEN IPCCIrICO HEREIN OR NOT. THE ORANTIHO OP A PERMIT DOCS NOT PRc5UMC TO lJYI OIVt AUTHORITY TO VXOLATC OR CANCEL THE PROVISIONN Or ANY FEDERAL. STATC OR LOCAL RULZ5. .. RCOULATIONS. OROINANCCS. ON LAW! IN ANY MANNER, INCLUDING THE OOVCRNINO OF CONSTRUCTION OR TMC PERFORMANCE OF CONSTRUCTION OF THC PROJECT. I UNDER9TAHD THAT THE I35uAMCC or TNiS PERni.T i5 =v `�y. CONTINOCNT UPON THE A&OVt INFORMATION LINO TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING aj . •'� DATA HAVC &CCN OR SMALL- 11C PROVIDED A REOUIRCO. a 71 *` - wr . 1 Ovner Signature Dates u j k r"'�;a•1;:;� Contractor ionature - -- --- - -^---- ---Date S ------------ L• ?�.L. R. 11152, W13 DEPARTMENT OF BUILDING Aw unttoi ndef to wM/al :a4fd CITY OF ATLANTIC BEACH , t0"/at lJ l a PERMIT INFORMATION - _»-w-__. LOCAT I C3N I NFORMAT I ON -aM-.. •.»., P rrnit Number: 11152 Address; 1669 LINKSIDE CDA!OURT NO i Permit Tyne: BUILDING ATLANTIC BEACH. FLORI . 2233 Class of Work: NEW � . -- DESCRIPTION ESCRIi?TION Constr. Type: NQOU FRAME Lot : 17 Block:ack� Se tiarz: 2 PzaPosod Use: SINGLE FAMILY Township: RNt3:' Tfwel t i gay: 1 Cod-,. tJ Subdivision: SELV'A LINKSIDE Estimated Value $89335,00 � Improv. Cast $0.00 Total 'se►s . 52784.70 Flit °+y 1 ry $2784' . 70 RI NEW, HOME PER PL"S - HSS` 1469 E{ ' RMAT I ON - ..,.� APPLICATION FEE�$ OF STATE PERMIT $645.04 -_ Ad +�s's POIIt!T, nRIVE SOUTH WAT IMPACT FEE $430 .00 ( O ,P'L4R I2A F FJ 2 4 1 � � �A� AP i" RADON GAS-H.R. s. $6. 98' T NPOR A ON RADON CAB 5% $I?. 37 + E'N R, ESTAt CAPITAL IMPROVE. $325 .40 ,R .ro . QAC ILLS, IIrr 32216 CROSS CONNECTION $35 .40 , .LiceG a-34 Type: 54 SEC H IMPACT FEE . 00 CONST» SURCHARGE 61 NOtES: o0amoat ilm :V4 t0 06!21!81 t� o0owwo ^ . NOTICE-ALL CONCRETE FORME AND FOOTINGS MUOT1 1 N TEC1 BEFORE POURING PERMITVOIO SIX MONTHS AFTER ISSUE .., LI7 MATERIAL, RUBBISH AND DEBRIS FROM THiS WORK MUST NO[!J�ACED iN PUBLIC SPAGE,AN©MBklPAIt H4UECAWAY BY EITHERCONTRACTOR 4 R OWh1EJA AJr7, RE TO COMPLY 'ITN THE ME HANK' EN LAW CAN RESU IN THE ROP PAI -INGT'YII' E FCORTH IL IN a IMPROVEMENTS , 1111 ISSUeQ.ACCORDING TO APPROVED PLANS WHICH ARE PART OFTHt3 PER�IiT AND SUB;fECT TO REVOCATION FOR VN OF APPLICABLE PROVISIONS OF LAW, -46 4233 U41,IVIV% 01 s 9 IIlIrt3 h al t t;?t i t tai Rr ,5 ATLANT 6 BEAC PA TMENT JUN 20 '96 10:03 FR CENTEX HOMES 904 296 3610 TO 2475805 P.02,'03 MAP .SHOWING B0UkDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF AS RECORDED HN PLAT BOOK ' PAGES OF THE CURRBdT PUBLIC RECORDS OF OUVAL CO.. FLA. 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JyOC�ilQ�ifi1Cl.''1q�kl+dapM[lFIi7Ci�7?e:�•9-+1..Ap�yiwRfRwTNE'COOi. . fFjw_u T r T[30Q7.F LCOM 1.WA MBNIi'1lPOFI ? ,�1q CT lgc3M@!IY Dq JET Ifd: 10W1Y.ON T�Mi•5111 1�1I lrr P0000 Me" 2TPwdown•L.& IMAM'WE .sME'wr'arKi +,+Wimm'0.its rycwe awi aais�w�a .ns ;..:, .. ;a+p�e '+�aMovw�,aw;7►.r.�,tgoo'a!s��LiMee.•w� ASiOGIA Ni1C � aaww.�.wd MAR COMM M7V WOOL M lzoeal• CTiJ*' .';D'A.7iq'1 rx�H '/1iYl:JAmCMY�aR IV►t!!ss a AND DISTANCE ■ a. anew aanaaau' IDI lPl /D S +g.S, i.c nosy a�.won�a, .. tJinlE� •1B �.� �.•. M..r M*�a�e� t .,SCJFLE /�► ;2!?:',. au .wa''sa«;,nas. PAM- MOM,asAPIWA 1' `. saes- Pamr ei ice: 'fir p to mom 337 Z rrl t> f 1� BENCHM K (HIGH POINT USED TO DETERMINE A.B.M.) 26" A.B.M. ADDRESS: 1669 UNKSIDE COURT NORTH GRADE TYPE; A COMMUNITY: SELVA LINKSIDE SOD: 2255 sq.ft. LOT: 117 UNIT 2 6 PALLETS DWG.: 1 1 7 S L.2 . D W G FENCE: N/A e tex H DATE: 11/15/95 FLATWK. 1203 sq.ff. NORTH FLORIDA DIVISIdN DRAWN BY; R.A.M. 16 cu,yd. SCALE: 1 "= 20.00' IFNDTN. TYPE: MONO (0(0W OM00 VVV MMM C-nO (n WWW NNN I I I 1 `1 f I I I I l t 11 1 I t t 11 1 I l t 1 1 1 I l t 1 1 1 W_► _ W_. ... W� .� (N _ _\ W _ _a W .� � W _a _a W �� W_\ � W _ .� (>q .� _i W _� r PO w o. M4k- N.A► 1laaN � M -IN- Ln 4h, a -PN � U4 -th. s s s s 3' s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s ii II 11 II II 11Il it II II II II II II II II II II II II 11 II II II II II II II II II II II II II II it II II it 11 II II II II II 11 II II cp(0(C(DOOUo000000VVVV�IOa)0)0)b) ZAitZnZA6 �4, �4,WWWWWNNNNN - 4UlW—(0'VUAW—WD 4 �N0000) � N000fn�ANOV (JAW –� (OV(JlW - W14(AN0000 .pNO000) � N . . .. . . . .. .. .. . . . . .. .. . . .. .. . .. . .. . .. .. .. .. .. .. .. .. .. .. .. .. . .. .. . .. . .. . C. N 6L12 TZ'Lb 6L'Si .. w co M„00,4£.00u ,vim ni ,00'£9 oroi S `w A/C PAD o M,.00,b£.00u o' A 3 X 3' yv .00'ZZ co 9.6714 N u, �= 3705 0 0 2 CAR GAR. 9 81600 F.F.ELEV.= CD X' 14.8 N 0 a A FIREWALL M„OO.iP£A0u 39,A7 tD o ce ,00'£9 z c 0o o w -1 v' o � � 69 ' 6'6 6 y y V 4 T m { a W y. y yrg T r a w 6'6' 41111 00 N w 0 � y 20 V G7 APPROVED CITY ATIAr!TJr, PEACH BUILI'LD1Nf• - . •� � �+� E; DEC 0 7 1995 ` ' 1995 a }` and IIW' Ing �u�ai�din� • x )O — 547SP 4- T H HIPS 7-S8 THIS DWG. PREPAREO'FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 /2 N :T2 2x6 SP /1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP /2 N UPLIFT (LB): 850 840 WEBS 2x4 SP #3 BRG.LDC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS -------------------(+)_Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Xxx UPLIFT xxNxxx HANGER xxx H5 - -4550(Jacks Only) I HUS26 + 2J51t -12861(100 1ply) MTS12 - -10001/ I HUS26 - + 3315/ -1550#(16tl 1ply) MTS12 - -2000/(2 Each) l I HHUS48 - + 42990 -16600110d 2ply) MTT288 - -3786/12 Each (10tl1I HHUS48 - + 5180/ -200011160 2ply) MTT28B - -4455/12 Each) `116tl) HGUS48 - + 6640/ -2199#(10tl 2ply) MST60 - -4688 Pe 2ply) I HGUS48 - + 8000/ -2650/(160 2ply)) CS15O - -1650 Each) I HGUS5.5. +11335/ -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' -7H 7r "T' 7H T 6X8 (R) T2 6X (R) m = 1 .5X3 1.5X3 � 6 �.-H m 4X5(A2) 4X5(A2) X4 4 X 4 3X7e 21 ' �W-2' ol 21 2 --1 R=2105# W=3"8 5760 576# R=2105# W=3"8 TAG T3 SED: 61445 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE i 1/29/95 TC LL 30 .0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN MANGLING. ERECTION AND t tC oL 7 .0 PSF DATE 11/29/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGn �TIFAIIURf TO BUILO TIRE TRUSS IN CONFORMANCE M/TN OSTBB BY TP1. FOR ADDITIONAL SPECIAL PERMANENT ORACIMG RE - `ALPINE CONNECIORS ARE MADE OF 20GA GALT, STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. IDP _ - BC DL 10 •0 PSF DR WG A446 GR B EXCEPT AS NOIEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - r-� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHDRD x Bl. L L 0 O PSF N P W CONNECTORS PER DRAWINGS 130. 150 c ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT T.LD. 47 •0 PSF OSA LEN. 21-0-0 CONFfxmR W/APPLICABLE PtDVlSIONS 0f NQS C lPl. AN ENGINEER'S ALPINE TECHNICAL UPDATE ()/1/911 FOR PROPER C 0 R1Q P P SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 33 TN ONLY. AID SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR '� F GINE EP`'�� TPI • IMrSS BATF INSIIIUTF NRS • 1541 NAITONAI OFSIfN SPrrlFirATj"Frn I—'r0%`1 �rT� - rrlrrr��`TT SPAC1Nf, SFF ARnVF 7vnc h ins lob' (5-3547) LOT 124— ' HIPS 'S THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP !2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 470 460 WEBS 2x4 SP !3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 4550(,Iacks Only) I HUS26 - + 2751! -12860(SOa 1ply) MTS12 - -10001 1 HUS26 - + 3315! -1550!(160 1ply) MTS12 -20000(2 Each) I HHUS48 - + 4299! -16600(100 2ply) MTT288 - -3786!(2 Each) (100)I HHUS48 - + 5180! -2000!(160 2ply) MTT288 -44551(2 Each) (160)I HGUS48 + 6640! -2199!(100 2p]y) MST60 - -4688►(Per 2ply) I HGUS48 + 8000! -2650!(160 2p]y) CS150 1650!(EacIT) ( HGUS5.5= +11335! -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9 3 9 I 4X5 (R) 4 (R) 1 m 1.5X3 >1.5X3 6 p Q 3X4 (A 1) 3X4 (A 1) 8' X4 374- 3X4 21 ' 1-2- 21 2 R=114O# W=3"8 R=1140# W=3"8 1 TAG = T4 SED: 61448 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL = 1 REV. 17.2m SCALE 0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND , 1T TTNNN'N DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9f BY TPI. SEE THIS DESIGN �1 F TC DL 7 •O PSF DATE 11/29/95 ME\\U`VVILU\ FAILURE TO BUILD E TRUSS IN CONFORMANCE x1 TH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` - O ALPINE CONNECTORS ARE MAGE OF 206A GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG O AAA&OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 O .O PSF NP W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, 80110M CHOHO x BC LL CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ T 0 T.L D. 4 7 .O PSF D�A LEN. 21-0-0 CpEORM M/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER T 0 RSOP P'- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS - F Q DUR.FAC. 1 .33 IN ONLY, AND SNAIL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINE. /+ win • 1PT • "' C Pi All 111tI1lHn N9c - 1991 NATI!)NAI 9relf.N Cn�rl��rnT�t\•i Fnn a� rn �-t.� ^��^•. , �.��.� SPACT"(, 74 n" T,,TYC h i ns fob: (5-3547) T IN-2 T4 1' LITE STOR. THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 12 N UPLIFT (LB): 470 460 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF IBOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-1-Uplift --------------------------------------------------------------- - xxx UPLIFT xxx I „ HANGER xxx H5 = -455#(Jacks Only) i HUS26 = + 27510 -1286#(100 1ply) MTS12 - -10001 HUS26 = + 33150 -15501116(1 1ply) MTS12 - -2000#(2 Each) 1 HHUS48 - + 42990 -16600(10d 2ply) MiT280 -37860(2 Each) (fOd)I HHUS48 - + 51800 -20001(160 2ply) MTT288 = -4455#12 Each) lf60 HGUS48 + 66401 -2199#(10d 2ply) MST60 = -4688"Per 2ply) 1 HGUS48 = + 80001 -26501(16(1 2ply) CS150 = -16508(Each) 1 HGUS5.5= +113351 -39451060 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6” 10 '6" 4X5 (R) 1 m 1 .5X3 1 .5X3 6 p In 3X5(A 1) 3X5 (A i) 3X6 4X5 3x �8 21 2 -� R=1770# W=3"8 R=1770# W=3"8 ( TAG = T5 SEO: 14198 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 5 TOTAL = 5 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCT'S, INC, TRUSSES REQUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF t **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANr ARNING IN HANDLING. ERECTION ANDDEVIATION FROM M13 DESIGN OR (HESE SPECIFICATTWS, OR ANr BRACING. SEE Hte-91 BY IPL SEE THfS OE SIGn11 �� TC DL 7 .0 PSF DATE 11/29/95 � FAILURE TO WILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECI0115 ARE WAGE OF 20GA GALV. STEEL MEETING ASIR GUIRLMENIS, UNLESS OTHERWISE INOICAILO. IUP - - BC DL 10 .0 PSF DRWG ANUS GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SHALL 13E LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 30 .0 PSF JR K CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SLE - STATE OF TAT.L.D. 77 .0 PSF OSA LEN. 21—0-0 CONFORM M/AIMK ICABLE PROVISIONS OF NDS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR VRUPER 5EµON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE ORY NALL APPLICATION. FURNISH A COPY OF IHIS L 0 Rl�P Q 7"'17 F OUR.FAC. 1 .33 IN ONI V. AND SOWL NOT BE REL IEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEPS �1 �-�IPt • 'R," PI IF INST11111F HHS . 7991 NAT1nNAl 1TFSIF,N SPff IF lfefl(1V Fon....1...':�r!..!il'•r"`! 'Y�r rrr�irr`Y`` 9PA('TW', ?`1 0" T\1 rmmn Job: (5-3547) T 4- T5 21 *0LITES TOR. THIS DwG. PREPARED FROM COMPUTER INPUT LOADS s DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x6 SP 02 N UPLIFT (LB): 470 330 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.75 TRUSS DESIGNED FOR 100 MPH WINO. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)-Uplift -----------------------------------------------------`--------- xxx UPLIFT xxx Ixxx HANGER WWII H5 - -455#(,lacks Only) I HUS26 - + 2751# -12861(100 1ply) MTS12 - -10000 1 HUS26 . + 3315# -15500(16d 101y) MTS12 -20001(2 Each) I HHUS48 + 42997 -l660#(lod 201y) MTT28B - -3786#(2 Each) (fOtl) HHUS48 + 5180# -2000#(16d 2ply) MTT28B - -4455#l2 Each) (160)1 HGUS48 - + 6640# -2199#(700 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT ENO OF TRUSS FOR 1603.82 LBS. 10'6" 10 '6" — 4X5 (R) I m 1.5X3 1 .5X3 6p 3X5(A1) 3X5 (Ai) 4 4X 4X5 �e 1--2' 21 ' R=1783# W=3"8 R=1604# W=3" ( TAG = T6 SEQ: 107749 PL?. TYP.-ALPINE DESIGN CRIT=TPI QTY = 4 TOTAL = 4 REV. 17.3t SCALE =0.2500 ALPINE ENGINEERED PROOUCIS. INC. TRUSSES REOUIRE EXTREME CARE 1 1/29/95 T C LL 30 .0 PSF REF t X*IMPORTANTXX SISLNOT BE RESPONS18LE FOIL ANr ARNING IN HANUIING. LMLCIION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN \7us �� TC DL 7 .0 PSF DATE 11/29/95 FAILURE 10 6UIL0 1/E TR SS IN COFORMANCE WITH OSIBB BY IPIFO7 A0011IONAL SPECIAL PERMANENT BRACING RE - ` pALPINE CONNECTORS ARE MADE INF 20GA GALY. STEEL MEETING AST. OIIREMENIS. UNLESS OIHERMISE INDICATED, loP BC OL 1O 0 PSF DRWG A446 0R 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M - BC LL 30 .0 PSF CONNECTORS PER DRAWINGS M. 150 L ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE STATE OF TOT.LD. 77 .0 PSF O/A LEN. 21-0-0 CONFORM x/APR(CABLE PROVISIONS OF NGS L TPN. AN ENGINEER'S ALPINE TECHw[CAI. UPDATE 17/l/911 FOR PROPER [0 RIO" P SEAL ON this DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q DUR.FAC. 1 . 33 IM ONIIY, AND SHM.L NOT aE RELIED UPON IN ANY OTHER MAT. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F GINEEa`' IPI IH'.i• ;1M1 All INSTIL ar NRS • 1191 NATIRNAI ot1 ic..N SI'IritlrAI111N r(•,1 M�,,rov,1� �r�In.� ''H�111.... �H` SPArTN(, P4.^" T\.rlf- nmm� )Ob: 5- 547 T 4— T6GE 4'0 GABLE VLT THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUS MFR. TOP CHORD 2x4 SP 12 N xWWARNING! 2 UNPLATED JOINT(S)Km BOT CHORD 2x4 SP 02 N WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 260 200 200 200 200 200 200 200 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. BRG.LOC IFT): 0.00 1.27 2.60 3.94 9.94 11.27 12.60 13.71 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING (SBC) . SHIM ALL SUPPORTS TO SOLID BEARING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- Mxx UPLIFT xxx Ixxx HANGER OWN H5 = -455#(Jacks Only) HUS26 - + 2751# -1286#0 00 1ply) MTS12 - -1000# HUS26 - + 3315# -1550#I16a iply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(fOD 2ply) MTT288 - -37860(2 Each) 0001H HHUS48 - + 51800 -20008(16d 2ply1 MTT288 - -4455#(2 Each) (16D)I HGUS48 - + 6640# -2199#((10D 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26508 16d 2pIy) CS150 - -1650#(Each) i HGUS5.5- +11335# -3945#06d 3p 1y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �'--- 7' �� 7' 4X4 4X5 lR}5X3 1 .aX5(R) 6 Q A 1 . X t0 9'413 8'10"ll cU 4.61 8'4"8 .e:4 e 1 ,4,. .-�-- 1 '4" �—— 6 r 1„8 �— 1 4„ + 1 4„ —�-- �----- 5'6" 3' 5'6 14 ' it R=65# W-3"8 R=541# W=1"8 R=648# W=1"8 R=333# W=1"8 R=17# W=1"8 R=-47# W=1"8 R=-231# W=1"8=-30# W=3"8 TAG = T26 SED: 15424 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY a I TOTAL = 1 REV. 17.2m SCALE =0.5000 NALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF *I MPOR T AN T)(K SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND \V \\jam/ 11111, 1 - DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 By TPI. SEE THIS DESIGN A1'VS F .�• T C DL 7 .0 PSF DATE 11/29/95 /L FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI, FOR ADDITIONAL SPECIAL PERMANENI BRACING RE - ` - ALPINE CONNECTORS ARE MAGE OF 20GA GAIv. STEEL MEETING ASTM WIREMENIS, UNLESS OTHERWISE INDICATED. IOP - - 8C DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 f. TRUSS AND UNLESS OTIERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEA1111NG. 80110H CI,ORO x BC LL 0 .0 PSF JRK CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT LD. 47 .0 PSF DSA LEN. 14-0-0 CONFORM W(APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECtw ICAL UPDATE l7/1/911 FOR PRUPEH C O RIO* P SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 11115 �. Q I�� DUX.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. OESIGN TO THE TRUSS ERECTION CONTRACTOR. �+INEERS` /^1 -IPI T1M1S5 P1ATF 1NSTI111TF MDS 1991 NATTANAI RESIGN SPTfIFInAIif\C(tn "fnn ft1""nrrftln.• 111x1, SPACTNG ?4 "" T"^� snpr' )ob: 5- 547) LOT J24-2 1 T6 14-0 COMMON VLT THIS ONG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP #2 N UPLIFT (LB): 360 350 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.71 UPLIFT BASED UN 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. PREDICTED HORIZONTAL MOVEMENT IS 0.22• DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING (SBC) . AND 0.11' DUE TO DEAD LOAD AT ONE SUPPORT. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (+)-Gravity (-)-Uplift ------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00. O.C. xxx UPLIFT xxx ( IN HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) i HUS26 - + 27510 -f286#(10a (ply) MTS12 - -10000 1 HUS26 - + 33150 -15506(16d (ply) MTS12 - -20000(2 Each) 1 HHUS48 - + 4299# -16600(SOd 2ply) MTT28B - -37860(2 Each) (10d)l HHUS48 - + 5180# -20000(160 2ply) MTT28B - -44551(2 Each) (160)1 HGUS48 - + 6640# -21990(!Oa 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(160 2ply) CS150 - -16500(Eacn) 1 HGUS5.5- +11335# -39450(16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 7' 7' -� 4X5 m - I o - 6 p 5X6 m 2X5(A I) CU X5 (A I) d 4.61 4.3 5X6 �2. "{T �5,6N 1 3, 5,6N i-2, 14' - -� R=811# W=3"8 R=811# W=3"B ( TAG T223 SED: 107751 PLT. TY DESIGN CRIT=TPI QTY TOTAL = 4 REV. 17.3t SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF (�2 X IMPORTANT**MALL NOT BE RESPONSIBLE FOR AN. A RN I NG IN HANOL ING. ERECTION ANG 7 .0 7 n f\ (� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN ��`,IUS I I f�� TC DL / .0 PSF DATE 11/29/95 U\ FAILURE TD BUILD THE TRUSS IN CWiORMANCE WITH OSTBB BY TPI. FOR ADOI110NAL SPECIAL PERMANENT BRACING REovx ALPINE CONNECIORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOICATEO. TOP - - BC DL 10 .0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTDRS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS OESIGNA POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD IT BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT.LD. 47 .0 PSF OSA LEN. 14-0-0 Q CONFORM M/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' C0 R10 Q � DUR.FAC. 1 . 33 IN OM V. AND SHALL NOT BE REL ICO UPON IN ANY OTHER MAY I DESIGN 10 DHE TRUSS E14ECFION CONITIACTOH r �11 ww -!:1 l:I..S AA1� INc11 H,tc NRS 1991 NAt!l1N ni 111SIfN SI+!niT�n.,,Iii• I"') wn ter,r'n..,.�.....�,... ,��,, �� ` SPA F.Tr,1f; /4 W rmmn JOW - 47LOT 4- T7 7' STRUCT. GABLE THIS OWG. PREPARED FROM COMPUTER INPUT IOAOS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 2x4 SP 12 N WEBS 2x4 SP 13 :W5 2x4 SP i2 N: (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 80 NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ERECTION CONTRACTOR. UPLIFT (L0): 120 PLF A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. BRG.LOC (FT): OVER CONTINUOUS SUPPORT MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. SHIM ALL SUPPORTS TO SOLID BEARING. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL TYPICAL SIMPSON OR EOUAL UPLIFT/MANGER REQUIREMENTS DESIGN. CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND (+l-Gravity (-)Uplift ALL TRUSS TO WALL CONNECTIONS. --------------------------------------------------------------- XXX UPLIFT xxx xxx HANGER xxx MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. H5 - -455i(Jecks Only) HUS26 - + 2751/ -12860110d 1p1y1 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. MTS12 - -10001 HUS26 - + 3315: -1550/ f6tl 'ply) MTS12 -2000f(2 Each HHUS48 - + 4299/ -1660: IOd 2plyl ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MTT288 - -3786:12 Each �iodl HHUS48 - + 5180: -20001 16d 2pIy� NTT288 - -44551112 Each 16d HGUS48 - + 6640: -2199: 1 0a 2ply MST60 - -46881 Per 2ply) HGUS48 - + 80000 -26501 160 2ply CS150 - -1650:(Each) HGUS5.5- +113351 -39451 116d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS THIS GABLE END WILL SUPPORT UP TO OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-001, GE-002. OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORT 2'0' TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0': 1.5X3 ALPINE, '3 WOODLOC. FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 WOOOLDC. 20 '2" 1 - �'- 16'9" 15 -----{ 1 T 5X5 I} 3X10 3X4 in 3X5 ( ) 0 6 p 3X5 W5 3X4 (DI) �1 5010' 3X4 (A 1) �355 3X3 -®e �4M5X12 �--- 13' 11 "8 + 23'0"8 —� 5'6" "—�-- 23'0"8 In 37 ' R=750# W=3"B R=794# W=3" R=91 plf W=23' " TAG T� SED: 14221 !PLT. TY ALPINE DESIGN CRIT=TPI OTY ] TOTAL 1 REV. 17.2m SCALE =0. 1073 ALPINE ENGINEERED PRODUCTS. INC. 11S 4U REOUl1IL EXIRCMI. CARL 11/29/95 TC LL 30 .0 PSF REF *X I MPORT AN T It*SHALL NOT BE RESPGNSISLE FOWARNING ANY A IN HANDLING. ERECTION AND DEVIATION FROM [HIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN g��INEE��'S,9 ' 'I TC DL 7 .0 PSF DATE 11/29/95 n \\UvViAU\ FAILW4E 10 BUILD fHE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECIORS ARE MADE OF 20GA GALY, STEEL NEE71NG ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. IOP _ - 8C OL 10 .0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PHUPER - _ TRUSS AND uM ESS OIIERMISE LOCATED ON THIS DESIGN. POSITION LY AIIACHEO PLYWOOD SHEATHING, UO1I0M CHMO BC LL O •0 PSF JRK CONNECIORS PER DRAWINGS 130. 150 C 16OA-F DESIGN STANDARDS MIIH PROPERLY ATTACED RIGID CEILING -- SEE TOT.LD. 47 .O PSF O/A LEN. 37-0-0 CONTORA W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERSEAL ON THIS OIIAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWALL APPLICATION. FURNIH A COPY OF THIS \ ouR.FAc. 1 . 33 IN ON Y. ANO SHALL NOT BE RELIEO UPON IN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACIOR.NA111N �ralnv11r�,.-� r�..... gPAf TSI(, '��l fl' r- (�7hI Job: (5-3547) LOT 4— T8 37' TRAY COMN THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 300 660 490 WEBS 2x4 SP 03 :W5 2x4 SP 02 W. BRG.LOC (FT): 0.00 13.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+1-Gravity (-)-Uplift --------------------------------------------------------------- SHIM ALL SUPPORTS TO SOLID BEARING. xxx UPLIFT NNx I NMx HANGER MMN H5 - -4551(Jacks Onlyl I HUS26 + 27511 -12860(10tl (ply) MTS12 - -10001 I HUS26 - + 33151 -1550#(16d (ply) MTS12 - -20001(2 Each) 1 HHUS48 - + 42990 -1660000d 2ply) MTT28B - -37860(2 Each) (10d)l HHUS48 - + 51801 -2000#(16d 2ply) MTT288 - -44551(2 Each) (16d)I HGUS48 - + 66401 -2f99#(SOd 2ply) MST60 - -4688/(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113351 -3945/06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 206 16'6" 5X5 X4 3X9 3X5 m ' 3X5 1 .5X3 0 1.5X3 6 v 3X4 W5 3X5 (A 1) �10 3X5 (A!) 2' 5X10 (A 3X6 3X4 =3 Q 4.61 1 2X4 �8 5X5 3X3 13' 11"8 23'06 --� ��-�--- 5-6- --+3' -+-5'2"E3 -' 23'0 N 8 37' R=7260 W=3"8 R=1850# W=3" R=1208# W=3"8 TAG = T10 SED: 14211 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY = 5 TOTAL - 5 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF 2 **I MPGR T AN T x x SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR (NESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN T C OL 7 .0 PSF DATE 11/29/95 RU ^ FAILURE TO BUILD THE ISS IN CONFORMANCE WITH DSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT URACING nE ALPINE - PINE CONNECTORS ARE MAGE OF ?OGA GALV. STEEL MEETING ASTM OUIRENENiS. UNLESS OTHERWISE INDICATED. IOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - INUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 00110.CmAu x BC LL 0 .0 PSF JRK CONNECTORS PER DRAWINGS 130. 15O 9 16OA-F. DESIGN STANDAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.L D. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER Q _ SEAL ON THIS DRAWING APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPT OF THIS E D RLO F DUR.FAC. 1 . 33 IN ON V. AMt SHALL NOT BE REL IEG UPON IN ANY OTHER MAY. DESIGN t0 THE TRUSS ERECTION CON TRA[TOR. INE EPS ww nn •--Tai T:,:r5 P•ATF INSTTHIIF NDS • 1.91 NAT111NA1 0F51GN SPFF't,trnTT FC.� ^r^ ,-n.,r•-��.. i�.,r�� SPArTr+r, P4 n rvnr tiFIPT": )ob: 5- 547 T 124-2 T9 7' COMN RE3C THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP r2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 350 820 620 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- (A) 1X4 03 HEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING --- ----- ------ (+)_Gravity (-1=Uplift MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A --------------------------------- SUITABLE SUPPORT BY ERECTION CONTRACTOR. xxx UPLIFT xxx I XXX HANGER xxx H5 = -455i(Jacks Only) I HUS26 - + 27511 -1286/(100 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. MTS12 = -1000: I HUS26 + 33151 -15500(160 )ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -20000(2 Each) ( HHUS48 = + 4299, -16600(100 2ply) MTT28B = -37860(2 Each) (1001 HHUS48 + 5180, -20000(16d 2ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTT288 -44550(2 Each) (16d)1 HGUS48 + 66400 -21990(10d 2ply) MST60 = -46881(Per 2p1y1 HGUS48 + 80001 -2650,1160 2ply) CS150 - -1650:(Each) I HGUS5.5= +11335, -3945 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 20'6" 16'6" --� 5X5 3X4 m , 3X6 X5 3X5 (A) 0 3X4 6 P- 3X5 (A 1) T X10 X X6 1 . X 3X5(A 1) 2' 8, 1 .5X3 3X5 3X -- 12' 11" JX 24 ' 1" —{ 37' R=687# W=3"8 R=1819# W=3" R=1319# W=3"B TAY � PLT.=TYP1-ALPINE DESIGN CRIT=TPI OTY 5 TOTAL 5 REV. 17.3t SCAALE107753 0 0 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF *I MPGR T AN T x X SHALL NOT BE RESPONSIBLE FOR ANY WARNING 1N HANDLING. ERECTION AND ,111„ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY TPI, SEE THIS DESIGN gN TC OL 7 .O PSF DATE 11/29/95 FAILURE TO BUILD THE TRUSS IN CMfORMANCE WITH DSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REVA ALPINE CONNECTORS ARE MADE OF 20GA GKY. STEEL MEETING ASTN GUIREMENTS. UNLESS OTHERWISE INDICATED, IOP BC DL 1O •0 PSF DRWG A4AB GR B EXCEPT AS NOTED. APPLY CONNECTORS IO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS ANO IxAESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0•0 PSF RAG CONNECTORS PER DRAKI84GS 110. 150 C )GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT .LD. 47 .O PSF OSA LEN. 37-0-0 COK(WTM M/APT)(CABLE PROVISION$OF NDS C IPI AN ENGINEER'S ALPINE TECHNICAL WDATE II/f/911 FOR PMOPERSEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS "IouR.FAC. 1 .33IN ONIY. AND SIMLL NO/ UE NEI IED UPON IM ANY DIMER NAY. DESIGN TO 111E TRUSS ERECTION CUN111ACTURIE Tnl m> I In AH I•�TtHr1r Nn� t.wt NAI1rnm, nr 1111 gw111 � 11� .�. . �PnrTr(r, a[J. n.. r••nr- �T1Pr' Job: 5-354 T 4- T10 37*0 TRAY HIP THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 12 N UPLIFT (LB): 290 650 510 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 12.62 36.71 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A B.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- B0 NAILS 6 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift ------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. xxx UPLIFT xxx I xxx HANGER MMM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(JackS Only) I HUS26 - + 27510 -1286/000 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550#(160 1ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTS12 - -20001(2 Each) HHUS48 - + 4299; -16600(100 2ply) MTT28B - -3786;(2 Each) (100) HHUS48 + 51801 -2000#(160 2ply) MTT28B - -4455#(2 Each) (160)l HGUS48 - + 6640; -2199#000 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80001 -2650#(160 2ply) CS150 - -1650 Each) I HGUS5.5- +11335; -39451(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 19'6"8 --�—^ 15'6"B --{ 5X5 FX5 3X4 1.5X3 n 1 A) 3X5 1 .5X3 0 3X4 6 p X5 (A 1) T 3X6 X4 X10' 3 X 5(A i) B, . X � 3X5 �X4 l �--- 12' 11" -T- 24' 1 f—N 37' ru-1 R=689# W=3"8 R=1812# W=3"8 R=1273# W=3"8 TAG T28 SEG: 107757 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = . 1 TOTAL = i REV. 17.3t SCALE =0. 1667 ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REQUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF **IMPORTANT*)(SHALL NOT BE RESPONSIBLE FON MY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNL11 ucJ �N�i� T C DL 7 .0 PSF DATE 11/29/95 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI, FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONfEC7pRG ARE NAGE OF 906A GAL V. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. tOP - - BC DL 10 .0 PSF DRWG O A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WI1H PROPER UN - 5606 - TRUSS AND LESS OTHERNISE LOCATED ON TMIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 .0 PSF RAG CONHIECIORS PER DRAWINGS 170. 150 S )SOA-F. DESIGN STANDARDS Ninl PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.L D. 47 .0 PSF 0/A LEN. 37-0-0 \\Uv CON 011%N/APPLICABLE PROVISIONS OF NOS G IPI. AN LNGIM LII'% AIPINI IICIWICAI- UPDATE 17/1/911F011 YHDI'ER ' P SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Di THIS L 0 R10 Q'`� IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEaCj , DUR.FAC. 1 33 -•IPI - TRUSS M1 IF INSTITUTE NDS 199 NATTONA( OFSIGN SPECIFICATION AOR WOf7�rD��TR�lrTrrN , , ,1 SPACING 24 .0'� lTvDP7 S11Pr )b: (5-3547) OT 4- TI 7'0 TRAY HIP THIS DWG. PREPARED FROM COMPUTER INPUT JI.OADS 6 DIMENSIONS SU8MITTEO BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 30T CHORD 2X4 SP #2 N UPLIFT (LB): 290 650 510 WEBS 2x4 SP 03 BRG.LOC (FT)' 0.00 12.62 36.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . )EFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 80 NAILS 0 6. O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift ------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00• D.C. MMX UPLIFT XXX I XMX HANGER XXX dUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(100 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(160 fply) SHIM ALL SUPPORTS TO SOLID BEARING. MTS12 - -2000#(2 Each) I HHUS48 - + 42991 -16600(100 2ply) MTT28B - -3786#(2 Each) (100)1 HHUS48 + 51801 -20000(160 2ply) MTT28B - -4455#(2 Each) (160)l HGUS48 - + 66401 -2199#(100 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26501(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113351 -3945#060 3p1y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17'15"8 --+---5' 1 1" �- 13'6.'8 ---� 5X5 5,5 1 .5X3 A) 3X4 3X5 3X4 rn 6 p 3X5 (A 1) �.�10' 3X 3X 1 . X3 3X5(A 1) 2' �3 X ��8' 3X5 �X4 E-- 12' 11" -r 24 ' 1" f CIA 37 C%j R=697# W=3"8 R=1799# W=3"8 R=1278# W=3"8 1 tAG T29 SED: 107759 3LT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL = i REV. 17.3t SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF R E F *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND t TC DL 7 .0 PSF DATE 11/29/95 OEYIAl10N FROM IVIS DESIGN OR THESE SPECIF1CAtIWAS, OR ANY BRACING. SEE HIB-B1 BY iPl. SEE THIS DESIGN � a �FAILURE TO BUILD THE TRUSS IN CONFO MANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` usALPINE CONNECIORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREKENTS. UNLESS OTHERWISE INDICATED, IOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SIIALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON IRIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, UOIION CHORD X BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY AITACHEO RIGID CEILING -- SEE STATE OF T 0 T.L D. 47 .0 PSF 10/A LEN. 37-0-0 CONFORM MIAPPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPGAIL (7(1!911 FOR PROPER 11 Q'� SERI ON IMUS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORrMAII APPLICATION. FURNISH A COPY Of THIS L D R10 Q'`� IN ONLY. AND SHALL NOT DE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F DUR.FAC. 1 . 33 WEEP`'. SPA(,INti ?4.0" Snpc IP ItA KSR AIF TNST1111 TF NDS • 1991 NA�TONA�Rf Si(iN�S—PFf IF Ifn 11f1N Ff1R WOt1f1 ffiNc ifn M'I IDN �I� � `1' T vnr- 1� )t): (5-3547) LOT 4- T1 7'0 TRAY HIP THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. rOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 250 630 590 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 8.79 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. )EFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING ISBC) . -------------------------------------------------------------- x RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- iHIM ALL SUPPORTS TO SOLID BEARING. xxx UPLIFT xxx I Rxx HANGER MMR H5 - -455#(Jacks Only) I HUS26 - + 2751# -12861(100 1ply) MTS12 - -1000/ I HUS26 - + 33151 -1550#(16d Iply) MTS12 - -20000(2 Each) I HHUS48 + 4299, -1660#(100 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 + 5180, -2000#0 6d 2ply) MTT28B = -44554(2 Each) (16d)I HGUS48 + 66400 -2199#(fOd 2ply) MST60 - -46880'(Per 2ply) 1 HGUS48 - + 80000 -26500060 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945,(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS i----- 15'6"8 9' 11" 11 '6..8 — -i 5X5 3X4 5X5 T n 3X6 3X4 .1 6 F,:;- co co 1 .5X3 X5 (A 1) X10 X 3X6 X 1 . X3 T 3X5(At) 2' -Tr 3 _08 3X JX3 27 ' 11 '1 �N 37 ' N 1 R=505# W=3"8 R=1809# W=3"8 R=1470# W=3"8 1 fAG T112 SEO: 107761 )LT. TY .—ALPINE DESIGN CRIT-TPI QTY = 1 TOTAL = 1 REV. 17.3t SCALE =0. 1667 ALPINE ENGINEERED PNODUCVS. INC. TRUSSES REQUIRE EXIREME CARE 11/29/95 T C LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 111j TC DL 7 .0 PSF GATE 11/29/95 DEVIATION FRUN MRS DESIGN OR TMLSE SPECIFICAIIONS, al ANY BIIACING SLE HIU"91 BY IPI. SLL TIRs OLSIGNdrN ^ FAILURE TO BUILD THE /BUSS IN CONFOIOUNCE WITH OSTBB BY iPl. FOR ADDITIONAL SPECIAL PE RMANE NI BRACING RE -ALPINE CONNECTORS ARE MADE OF 20GA GAILY. STEEL MEETING ASTM QUiREMENTS UNLESS OTHERWISE INDICATED, TOP - BC OL 10 •0 PSF DRWG AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPERTRUSS AND WESS 016ERNISE LOCATED ON THIS DESIGN. POSITION LY ATIACHEO PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 "O PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T 0 T.L D. 47 .0 PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERP- SEAL ON THIS DRAWING APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISDUR.FAC. 1 . 33 IN ONLY, ANO SHALLNOi BE RELIED UPON IN ANY OTTER MAY DESIGN TO THE TRUSS ERECTION CONTAACTOR. EE rnvl NnTl"N ' ter.- t,,, .,� ... -1- 1 1 _ - ,,, rPArTNr, P4 (I" Crpr 00: (5-3547) LOT 4- T] 7'0 TRAY HIP THIS OWG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP :2 N UPLIFT (LB): 230 620 620 WEBS 2x4 SP :3 BRG.LDC (FT): 0.00 6.79 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- SHIM ALL SUPPORTS TO SOLID BEARING. xxx UPLIFT xxx I %xx HANGER xxx H5 - -455#(Jacks Only) 1 HU 26 - * 2751: -1286#(10d 1ply) MTS12 - -1000# I HUS26 - + 33151 -15500(160 1ply) MTS12 - -2000/(2 Each) ( HHUS48 + 4299# -1660#00d 2ply) MTT28B - -3786#(2 Each) (IOd11 HHUS48 - + 5180: -2000:(164 2ply) MTT288 - -4455:(2 Each) (160)1 HGUS48 + 6640: -2199#(100 2ply) MST60 - -4688:(Per 2ply) ( HGUS48 - + 8000# -2650:(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945:(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- 13'6"8 13' 11" -�- 9'6"8 - --� 5X6 1 ,5X3X6 1 1 .5X3 3X6 rl 6 ; 3X5 (4 A 1) IN X10 4X5 3(8 3X6X4 3X5(A i)Z3rX3 2X4 �---7' 1" 29' 11" �N 37' N� R=460# W=3"8 R=1752# W=3"8 R=1572# W=3"8 TAG = T13 SED: 107763 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 1 TOTAL = 1 REV. 17.3t SCALE =0. 1667 AALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF AXSMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 111111111 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN lT f��.� TC DL 7 .0 PSF DATE 11/29/95 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR AOOI110NA1 SPECIAL PERMANENT BRACING RE - ` �US - O\\\\\V�_ ALPINE CONNECIORS Ut MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENIS. UNLESS OTHERWISE 1N010ATEO, IOP - - BC DL 10 .0 PSF DRWG AAWB OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED W1Tn PROPER 5606 TRUSS ANO L/4ESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. TSO C $BOA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGID CEILING - SEE - STATE OF T T.L.D. 47 .0 PSF 0/A LEN. 37-0-0 CORM M/APR.[CABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEK ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWALL APPLICATION. FURNISH A COPT OF THIS '.tT L 0 RIO F IN ONLY. AND SH&LL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CDNTRACTGH. Q DUR.FAC. 1 . 33 PGINEI: ¢0ArTT.1T'_ 7n I)' onnr ib: 5- 547 T 124-2 T14 37'0 TRAY HIP THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N :11 2x4 SP #1 It PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 12 N UPLIFT (LB): 540 670 210 WEBS 21T4 SP 03 :W9 2x4 SP #2 N: BRG.LOC (FT): 0.00 26.29 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. �AEOICTED HORIZONTAL MOVEMENT IS 0.19' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING (SBC) . AND 0.10' DUE TO DEAD LOAD AT ONE SUPPORT. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (+)-Gravity (-)-Uplift ------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. xxx UPLIFT xxx I xxx HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 . -455#(Jacks Only) I HUS26 - + 2751# -1286#(fOd 1ply) MTS12 - -10001 I HUS26 - + 3315# -1550/(164 1ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT28B - -3786#(2 Each) (104) HHUS48 - + 5180# -20000(16d 2ply) ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MTT288 = -44551(2 Each) (1601 HGUS48 + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 + 80001 -2650#(160 2ply) SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. CS150 - -16501(Each) I HGUS5.5- +11335# -39451(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-w- 11 '6"8 17' 1 1" - --�----7'6 118 T - ---i 6X7 X X X6 6 �P-; 3X5 (A 1) T 10 LD 3X4 1 =3r 3X6(A0X4 2'1A 8 2X4 a 5X14 3X9 2X4 m �--6' 11" 29'98 26'7 - 10 -5"" T -----{ �"'-�-- 7-2-8 -�- 29'9"8 -� 37 ' R=1382# W=3"8 R=1806# W=3"8 R=595# W=3"8 1 TAGT15 SED: 107765 ?LT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL = i REV. 17.3t SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF t XIMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY IPI. SEE THIS DESIGN �` '� TC DL 7 .O PSF DATE 11/29/95 FAILURE TO BUILD IRE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` -ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - - BC DL 1 O •O PSF DRWG MAB W B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LITERALLY BRACED WITH PROPER 5606 �+ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 00170.CHORD W - BC LL 0 •O PSF R A G CONNECfDNS PER ORAMINGS 130, 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ T 0 T.L D. 4 7 .O PSF /A LEN. 37-0-0 CONFORM wjAPPL ICABIf PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE p/f/911 FOR PROPER (0 p10 P P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q., IDUR.F Ac. 1 . 33 IN Oft 1. AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION • . .CONTRACTOR. PI . I•!• ".AIF 1111 ATI"N , r.... F „ p5 ,PAr ,TNi, ?" 11 gnpr 2b: 5- 47 T 4- T 7 TRAY HIP THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED 8Y TRUSS MFR. TOP CHORD 2x4 SP 02 N :T2 2x4 SP I1 Dense: BEARING BLOCKS: NAIL TYPE: 0.131x3.0-9Sails 30T CHORD 2x4 SP #1 N :82 2x6 SP 11 N: :83 2x4 SP #2 N: BAG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK NESS 2x4 SP 83 :W7. W10 2x4 SP 02 N: 0 0.000' 1 12' 1 W9 2x4 SP #1 N: NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES. SIZE 6 GRADE AS CHORD. OROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. .UPLIFT (LB): 1070 2020 230 3RG.LOC (FT): 0.00 28.29 36.71 (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT Ba NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED 0Y 4ITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ERECTION CONTRACTOR. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. SHIM ALL SUPPORTS TO SOLID BEARING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SPECIAL LOADS (+)-Gravity (-)'Uplift -------------------------------------------------- --------------------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 39.13 Timm UPLIFT xxx www HANGER xxx BC - From 20 PLF at 0.00 to 20 PLF at 37.00 :15 455#(Jacks Only) HUS26 • + 27510 -12861 100 1ply) BC - 3711 LB Concentrated Load at 21.00 4TS12 - -1000# HUS26 - + 3315# -15500 160 1ply BC - 857 LB Concentrated Load at 23.17 ATS122000#(2 Each) HHUS48 - + 42990 -16600 100 2ply MTT288 - -37860(2 Each) t10d)) HHUS48 - + 51800 -20000 16d 2ply MTT288 - -44550(2 Eachl116d11 HGUS48 - + 6640# -21991 100 2ply) MST604688#(Per 2ply) HGUS48 - + 80000 -26500 16d 2ply) CS150 - -1650#(Each) HGUS5.5- +113350 -39450(t6d 3ply) ------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 37* --� 1 .5X? 1 m �- —9'6"8 5X8 3xff 2 3X6 7X8 X8 5X6 6 4.5X3 5 1 7 58XX 3X5 (A 1)3X9 (B 1) X 2' 33X4 3X8 5X6HS412 B3 �e B2 X4 �-- 28.7 8X10{, E3-5" 37' -----�1 �- 21 ' --�N� 13' 10 R=2605# W=3"8 nR=5312# W=3"8 PLT _ R=435# W=3"9EG: 107776 . TYP4-ALPINE DESIGN CRIT-TPI QTY - 1 TOTAL - 1 REV. 17.3t SCALE =0. 1018 ALPINE ENGINEERED PRODUCES. INC. TRUSSES REQUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF X X I MPOR T A N T)(l(SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR HESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN US f i� TC DL 7 .0 PSF DATE 11/29/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBa 8Y 1P1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - ^ ALPINE CONI{CIORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. IOP - - BC DL 10 .0 PSF DRWG (O\\ A446 GR S EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS 010ERNISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 0 W BC LL 0 .0 PSF RAG CONNECTORS PER DRAO114GS 130. 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TATE DF _ T O T.L D. 47 .0 PSF O�A LEN. 37-0-0 CONFORM S ./APPLICABLE PROVISIONS OF NOS C TPI. AM ENGINEEN'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER STATE SEAL ON THIS DRAWING APPLIES TO THE COWPONENI DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q F DUR.FAC. 1 .33 IN OW V. AND SHALL NOT BE IRELIED UPON IN ANY OTHER MAY, I DESIGN TO UE TRUSS ERECTION CONIRACTOR INEEP`' A1{ IY'iTfp,p Nn5 ��Pr Pa 11,91 -TI-Al I{ST11 � rtrvr, �a n' T..,,� gib: 5- 547 OT 4- T17 8-6-8 MONO GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) TOP CHORD 2x4 SP 02 N UPLIFT (LBJ: 1250 1420 BOT CHORD 2x8 SP #1 Dense BRG.LOC (FT): 0.00 8.29 WEBS 2x4 SP r3 TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT KITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOMS . ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g,-TTails 41THIN A 8.50' END ZONE FROM EDGE OF THE ROOF. BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK --------------------------------------------------------------- 0 0.000' f 12' 3 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. (+)-Gravity (-)-Uplift BEARING BLOCK TO BE SAME SPECIES• SIZE 6 GRADE AS CHORD. --------------------------------------------------------------- Mkk UPLIFT kkk MkM HANGER kkM A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. H5 - -455#(Jacks Only) I HUS26 - * 27511 -12860110tl fply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 3315/ -1550/I16tl fply MTS12 - -2000# 2 Each)) HMS48 - + 42990 -1660# 10tl 2ply PROVIDE HANGER AT RIGHT END OF TRUSS FOR 3741.25 LBS. MTT288 - -4455#(2 Each (16a)( HHUS48 - + 6640# -00 2199#(10a 2p1y) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26501(160 2ply) OS150 - -1650#(Each) ( HGUS5.5- +113350 -3945#(16tl 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS DEFLECTION CRITERIA IS L/360 LIVE ANO L/240 TOTAL LOAD. (A) SCAB BRACE; SAME SIZE AND GRADE AS NEB MEMBER. LENGTH TO BE MIN. OF 80% OF WES LENGTH. ATTACH WITH 16tl NAILS Q 4'O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at 0.00 to 74 PLF at 8.54 8C - From 802 PLF at 0.00 to 802 PLF at 8.54 2 X 2 6 � 5X9 t` r� (A) ill 5X6 T 1'4'3 8' 1 X! 8'6"8 --� 3X4 R=3741# W=3"8 R=3741# W=3" 4x7 TAG T8 SEG: 107772 ?LT. TYP.-ALPINE DESIGN CRIT=TPI OTY..- 1 TOTAL = 1 REV. 17.3t SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF X I MPGR T A N T M X SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND ,IHHr, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1,US e •,, TC DL 7 .0 PSF DATE 11/29/95 �Yt FAIL11ilE f0 BUILD THE TRUSS IN CONFORMANCE NI1N OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - • � - ALPINE Cpr{CIORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENIS. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10 . 0 PSF DRWG A446 GR a EXCEPT AS NOTED APPLY CONNECTORS /0 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0 • 0 PSF RAG CONNECTORS PER GRAN/HWS 130. 150 C 260A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ 7 0 T .L.D. 4 7 0 PSF 0 A LEN. B-6-8 COfOPA N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER EORl�P e.'` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS Q';� OUR.FAC. 1 . 33 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 SHE IRu55 ERECTION CONTRACTOR. F GINEEP5 . SPArTN)r ?A n" rPH r:,-11 "1.11 ,a•r,n�rr »r,� . H.,•,r N.,,,,,�., „r•,�.,�,.. ,,.,...1,... ... _.. _ ............. �.,. ,., r,.�� mnnn )b: (5-3547) LOT 124-2 T B-6-8 H PM 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. IOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 30T CHORD 2x4 SP #1 N UPLIFT (LB): 270 410 WEBS 2x4 SP 03 BRG.LOC (FTI: 0.00 8.29 TRUSS DESIGNED FOR 1100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . )EFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- /1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS -------------------(±)-Gravity (-)-Uplift RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' D.C. ----------------------------------------- 4UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx I Axx HANGER xxx H5 4550(Jacks Only) I HUS26 = + 27511 -12861(100 1ply) MTS12 = -10001 1 HUS26 + 33150 -15501(160 1ply) MTS12 = -20000(2 Each) I HHUS48 + 42990 -16600(100 2ply) MTT288 = -37860(2 Each) (100)1 HHUS48 = + 51800 -20000(160 2ply) MT7288 -44550(2 Each) (160)1 HGUS48 + 6640# -21990(100 2ply) MST60 = -4688#(Per 2ply) HGUS48 + 80001 -2650#(160 2ply) i CS150 = -16501(Each) HGUS5.5= +11335# -39451(160 301y) l ------------------------------f-------------------------------- 8 '6"8 m.----- -- - '" -' ---""` SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER A RIGHT END OF TRUSS FOR 856.69 LBS. 7 1 1 6 8 —{ 5X5 3 1.5X3 f*l c*1 O 6 F O v v 3X4 A v r1 a• x '----2' 8'6"8 __ I 1.5X3 3X3`11 7' R=677# W=3"8 7# W=3" FAG = T7 SEO: 107769 )LT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17,3t SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF X IMPORTANT*M ASNALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 111 1 j 11\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY IPI. SEE this DESIGN 11%t"VS •.� TC DL 7.0 PSF DATE 11/29/95 ^ \\Uvwv)►\U FAILLIAE 10 UUILU THE I/WSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERNAINNI GRACING RE - ` v - ALPINE CONNEC10115 ARE NAGE OF 20GA GALV STEEL MEETING ASIA OUIRENENts. uNA.E 65 OTHERWISE INDICATE[). IUP - - BC DL 10.0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 0 .0 pgF R A G TRUSS AND UrAfSS 011ERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATIIING. BO110M C11pRU x - BC LL CONNECIDRS PER DRAWINGS 130, 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CLILING -- SEE _ STATE OF TOT .LD. 47 ,0 PSF 0/A LEN. 8-6-8 CONFORM N/APPLICABLE PROVISIONS OF NOS c IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' p SE AI ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED BENE DRYWALL APPLICATION FURNISH A COPY Of INIS E D Rl0 Q NAIIAN gPA.FAC 1 .33 ^' "'G 1 ,.... CONIIIACIOH. ��GjNEEA`' �PnrTNr, AFF nRrn/F T �� h i nm N ONx,Y,I AhO,ShAI' NO; III 11FL IED UPON IN ANY OTHER NAY DESIGN ,fErIRUs$ ERECT[ON � I„ 1 ,`` lb: (5-3547) LOT 124-2 J7' EJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. fOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 21T4 SP 02 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 7,00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. )EFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- % RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS GUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- xMx UPLIFT xxx I Mxx HANGER xxx H5 = -4550(JackS Only) I HUS26 - + 2751# -1286#(10D (ply) MTS12 - -10000 1 HUS26 + 3315: -1550#(16D (ply) MTS12 - -20000(2 Each) I HHUS48 + 4299: -16600(100 2ply) MTT28B -3786#(2 Each) (10D)I HHUS48 - + 5180: -2000#06a 2ply) MTT28B -4455#(2 Each) 0 6D)I HGUS48 + 6640: -2199:(10D 2ply) MST60 -46BB:(Per 2p]y) I HGUS48 = + 8000# -26500(f 6D 2p1y) CS150 1650:1EacnI I HGUS5.5- +113350 -39450(16D 3ply) --------------------------------------------------------------- REEFFgEREEN,CE HOLMES LUp�MBBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PRD97T9C+ IW Wr661 T9E-NAILS AT-NAILS AT BOTTOMOCHORD. 11'6"4 0 6 -7-- 2X4 (A 1) 4._3 B. 4 �--- 2' 7 ' R=526# W=3"8 R=73# W=1"8 'LT = SEO: 15432 . TY .-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL = 4 REV. 17.2m SCALE =0.5000 INE ENGINEERED PRODCT& INC TRUSSES REWIRE EXTREME CARE 11/29/95 TC LL 30 .0 PSF REF (�2 X IMPORTANT**STAAIPLL NOT BE RESPONSIBLE FOR ANY NARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNUS �� TC OL 7 .0 PSF DATE 11/29/95 FAILURE 10 BUILD TIE TRUSS IN CONFORMANCE WITH OSTBS BY HIT FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - O\\\\\\V/' ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUOREMENIS. UNLESS OTHERWISE INDICATED, IOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS hOIE0. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 .0 PSF JR K TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL CONNECTORS PER DRAWINGS 130. 150 C 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47 .0 PSF O/A LEN. 7-0-0 CONFORM W14PPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91{ FOR PROPER E O R10 P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 1HTS Q JD�UR.FAC. 1 . 33 IN ONLY, ANA S+AIL NAT BE RELIED UPON IN ANY OVER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. GINE EPsIPI • IN,.11',OI AIF INSIiTIIIF NOS • 1491 NATTf1Nn1 DF41fN SPFriFIrATif1N F(1R wino rniV n,irTir,-: .i��.. PA(-ING ?4 .0 Tvnr. P j ar.k )b: (5-3547) LOT 124-2 J5' CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. FOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )OT CHORD 2x4 SP #2 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, IEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- a RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)=Gravity (-)-Uplift ------------------- ----------------------------------------- Amm UPLIFT Xxx I xxx HANGER xxx H5 455 I HUS26 + 2751! -12860(loa 1ply) MTS12 = -1000# HUS26 + 3315 -1550/064 1ply) MTS12 - -20000(2 Each) I HHUS48 = + 42990 -I6604(10d 2ply) MTT28B - -37860(2 Each) (10(01 HHUS48 - + 51801 -2000#(16d 2ply) MTT28B = -44550(2 Each) (164)1 HGUS48 - + 6640# -21990(fOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply1) CS150 - -1650#(Each) I HGUS5.5= +113350 -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 1 164 TOE-NAILS AT TOP CHORD. PROVIDE ( 2 1164 TOENAILS AT BOTTOM CHORD, R=134# W=1"8 10'6"4 m 0 ti 6 (U T 2X4 (AS) 4"3 8' �--2 5 R=445# W=3"8 R=44# W=1"8 fAG = T19 SEO: 61849 'LT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.2m SCALE =0.5000 ALP IME ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF X IMPORTANT*X SHALL NOT BE RESPONSIBLE FOR ANY NARNING IN MANOLING, ERECTION AND -� II DEVIATION FROM 11115 DESIGN OR HESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-01 BY TPI. SEE 1H15 GL SIGN ( e TC DL 7 .0 PSF DATE 11/29/95 1 ^ t FAIIURE TO HU110 Ill TRUSS IN CONFORMANCE WITH OSTBRM S BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING ML - .(US - 0\\\\\\ ALPIN CUNWEIUhU ANI MAIM 0L 20GA QALY. STEEL MEETING ASTM NEUUI{L ME NfS. tx4 LSS OTRI RXI Sk IW)1 L'A 11 I1. 1011V - 8C DL 10 .0 PSF DRWG OA446 64 Y LXCLPI AS NIILU APPLY CONUSS AND UNLESS 01HETIMISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x CTORS 10 EACH FACE IM CRUTIO SHALL HE LATERALLY U4ALLO WITH PHIx1LN - 5606 - TRr 8C LL OO PSF NPW CONNECIORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 5-0-0 COFOMI WILPIRLtCAS.E PROVISIONS Of NOS C TPI. AN ENGINEER'S ALPIIIE TECHNICAL UPDATE (7!1/911 FOR PROPER P Q'� SEK ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (0 R10 Q'`� ouR.FAC. 1 . 33 IN ONLY. AND SHAH NOT Of RELIED UPON IN AMY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CUNTRACTOH. '��F GINEEP`' ` �� SPnrTFin ?4 0' 1b: L5-3547) LOT 124-2 J3' CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONSI SUBMITTED BY TRUSS MFR. IOP CHORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 12 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP 12 N BRG.LOC IFT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W-Gravity (-)-Uplift ------------------- ---------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -455#(Jacks Only) I HUS26 - + 27511 -128611100 1ply) MTS12 - -10001 1 HUS26 - + 33151 -1550106d 1ply) MTS12 - -20001(2 Each) I HHUS48 - + 42991 -1660#(10d 2ply) MTT28B - -37860(2 Each) (100)1 HHUS48 - + 5180# -20000116d 2ply) MTT288 - -44551(2 Each (160H HGUS48 - + 66401 -219901100 2ply) MST60 - -46881(Per 2ply) 1 HGUS48 - + 8000# -26501(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39451 160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 1 16D TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 160 TOE-NAILS AT BOTTOM CHORD. R=37# W=1"8 T,to'6"4 1 Cl) IqT0 T 2X4 (A0 4'3 T R=384# W=3"8 R=14# W=1"8 TAY = T20 SEO: 61850 L TY .-ALPINE DESIGN CRIT-TPI OTY - 6 TOTAL = 6 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF x X I MPGR T AN T x x SHALL MOt BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY IPI. SEE THIS DESIGN ��Tt'US"e'�,� - TC DL 7 .0 PSF DATE 11/29/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 0STB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v - ALPINE CONNECIORS ARE MADE OF 20GA GALY. STEEL FETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF ORWG A446 GR 8 EXCEPT AS NOTEO APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD X BC LL 0 •0 PSF NP W CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ T D T.L D. 47 .O PSFr A LEN. 3-O-O CONFORM*/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' er'- SCA1 ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (0 RIO Q. DDR FAC 33 IN ON Y, AND SruNL NOT Of REL ICU UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ', SINE�yS�� •: .: oAn ...i ti„n Nnn NnnT vn.muni ^,•:Iry cn��.�.r�, ....... ... ...,... �'•„ ,. PACT I(; ?^ n .. .� P1aF'k t` ib: — 547 T 4— J CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. i0P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP #2 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 1.00 1.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)=Gravity (-)=Uplift --------------------------------------------------------------- xxx UPLIFT xxx xxx HANGER xxx H5 - -4550(Uacks Only) I HUS26 - + 2751# -1286#(f0(1 Iply) NTS12 - -1000# 1 HUS26 - + 3315# -15500(16(1 1ply) MTS12 -2000#(2 Each) I HHUS48 - + 42990 -16600(10(1 2ply) MTT28B - -3786#(2 Each) Mall HHUS48 - + 5180# -2000#(16(1 2ply) MTT28B -4455#(2 Each) (16(1)1 HGUS48 + 6640# -2199#(f0(1 2ply) MST60 -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16(1 2ply) CS150 -1650 (Each) I HGUS5.5= +113350 -39451(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16(1 TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) IEO TOE-NAILS AT BOTTOM CHORD. 6 p 8'6"4 T 2X4 (A 11 10 3 4'3 8' R=505# W=3"8 R=-228#-00#"8=1"8 TAG = T21 SED: 61852 ')LT. TYP.-ALPINE DESIGN CRIT=TPI QTY 6 TOTAL = 6 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF t XXIMPORTANTXX SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � u5 TC OL 7 .O PSF DATE 1 1/29/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITN OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REY - ALPINE CWaEC10RS ARE MADE OF 20GA GALV. STEEL MEETING ASIM OUIREMENTS. UNLESS OTHERWISE INDICATED. IW - - BC DL 1O •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER — 5606 — iRUSS AND UNLESS OTHERWISE LDCAtEO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x - BC LL 0 .0 PSF NP W COWAC10RS PLR DRAWINGS 130, 150 C IGOA F DESIGN SIANOAROS WITH PRD•ER1Y AITAUsED RIGID CEILING - Sre SLATE OF TOT .LD, 47 .0 PSF D/A LEN. 1-0-0 CON10116 M/AIWLICABLE PROVISIONS OF NOS C IPI AN ENGINLER'S ALPINL ILCINICM. UPOAIE 11/I/911 ION PHWNH SEAL ON THIS DRAWING APPLIES TO TRf COMPONENT DEPICTED HERE DRYWALL APPLICAIION, FURNISH A COPY OF IHIS Y C D RIO Q. DUR.FAC. 1 . 33 IN ONRY, ANO SNAIL NOt BE RELIED UPON IN ANY OILIER WAY. pESIGN 10 1Tf tRu55 ERECTION CONTRACION �•F INEEVkS SPArTmr. -)n n' P i ark )t): (5-3547) LOT 124-2 J7' HJ THIS DWG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. fOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, 30T CHORD 2x4 SP #2 N UPLIFT (LB): 340 880 810 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . )EFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- FHIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS iETBACK. CORNER JACKS HAVE NO WEBS. (+)-Gravity (-)-Uplift --------------------------------------------------------------- \ RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. xxx UPLIFT xxx i xxx HANGER xxx RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(100 1ply) MTS12 - -1000# I HUS26 - + 3315# -1550A MCI 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(fOd 2ply) MTT28B - -37B611(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply � MTT288 - -44550(2 Each) (16(1)1 HGUS48 + 6640# -2199#(fOd 2ply �{ MST60 - -4688/(Per 2ply) I HGUS48{- + 88'000# -26500(16d 2ply) 127n REFERENCE HOLMESELUMBER DETAILHSHEET FOFfI)PLIFTIHA�-- DET--LS350 -394qf 16d ) I� PROVIDE ( 3 1 16d TOE-NAILS AT TOP CHORD. 12'8" 12 11•s•'a 1 .5X3 lTl 0 T 4.24 p tY7 —r— 2X4 (A 1) 4'3 8' X4 �---2'9"15 9' 10" 13 I------ 4'2" 15 5'7" 14 R=559# W=4" 15 — 123# R=324# W=1"8 t TAGT22 SED: 61858 )LT. Ty .-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL 2 REV. 17.2m SCALE 0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 11/29/95 T C LL 30.0 PSF REF 1(I MPOR T AN T NX SHALL NOT BE RESPONSIBLE FOR ANY NARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H1e-91 BY IPI. SEE THIS DESIGN �`'Ug f'. TC DL 7 .0 PSF DATE 11/29/95 �L FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 01 TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE — , v — ©\\\\\vim ALPINE CWNECIORS ARE NAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENI$. UNLESS OTHERWISE INDICATED. 70P — — BC DL 10 .0 PSF ORWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL K LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, 110TIOM CHORD x BC LL 0 .0 PSF NP w CONNECTORS PER DRAWINGS 170. 150 C 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ TOT .LD. 47 .0 PSF O/A LEN. 9-10-13 CONFORN M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINLEH'S ALPINE TECHNICAL UPDATE 17/1/91) FDR PROPER (0 R10' Y SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q I' DUR.FAC. 1 .33 IN ONLY, AND SsutL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�', i coArTn)r. C-PP Amn\/F r,.., ; ar 4 OP CH5-3547 LOT 4— J 4 MONO THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 30T CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LDC (FT): 0.00 4.00 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . JEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (fl-Gravity (-)-Up 1 i f t --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(100 1ply) MTS12 - -10000 1 HUS26 - + 3315/ -1550#(16(l 1ply) MTS12 - -20000(2 Each I HHUS48 + 4299# -1660#(1Od 2ply) MTT28B - -3786#(2 Each) (toad HHUS48 + 51801 -20000(160 2ply) MTT28B - -44550(2 Each) 116d)I HGUS48 + 6640# -21990(100 201y) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2X2 T . ti t � Un 6 � - Cu 2X4(A 1) 4'3 10' 1 .5X3 �_2. 4.3„ R=418# W=3"8 R=134# W=3" TAG T30 SED: 107778 -ILT. TYP.—ALPINE DESIGN CRIT=TPI OTY TOTAL = 1 REV, 17.3t SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REUVIRE EXTREME GRE 11/29/95 T C LL 30 .0 PSF REF t XIMPORTANT*M SMALL MOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANO -7DEVIATION FR{MI THIS DESIGN OR IHESE SPECIFICAIIDNS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN 1US �, i� TC DL / .0 PSF DATE 11/29/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE MI1N OSIBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENI BRACING RE `\ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 GR B ExCEPI AS NOTED APPLY CONNECTORS i0 EACH FACE OF p10R0 SHALL BE LATERALLY BRACED WITH PPDPER - 5606 - tRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x - BC LL 0 .0 PSF R A G CONNECtORS PER ORAWINGS 130, 150 L 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = STATE of _ TOT.LD. 47 .0 PSF ()/A LEN. 4-3-0 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PPOER P p'; SEAL 0% THIS DRAWING APPLIES 10 1HE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF tv15 E D RLQ Q ouR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION DONlRAGiDR. G`INEEp,5 IPI . T''5 I,!" iNCtltutF NnG . 1ng1 NATInNAI P,ajrN sPrrTF rn,Io•,Fro w—,me T+ r'1m SPACTNr. P4 .n" TvnT- j ark w Db: 5-3547 T 4- J 4 HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 12 N UPLIFT (LB): 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 5.76 TRUSS DESIGNED FOR 100 MPH WIND• 15:00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF IBOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 04-03-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS. (fl-Gravity l-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. xxx UPLIFT Wxx I xxx HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(JackS Only) I HUS26 - + 2751# -12860(fOD 1ply) MTS12 - -10000 1 HUS26 = + 33150 -1550/(160 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42991 -1660"Od 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 = + 5180# -2000#(16d 2ply) MTT288 -4455t(2 Each) (16a)I HGUS48 + 6640# -21990(10d 2ply) MST60 4688#(Per 2ply) I HGUS48 + 8000# -2650#(16d 2p1y) CS150 - -1650#(Eacn) I HGUS5,5= +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEEt FOR UPLIFT/HANGER DETAILS 2X2 N ."H 4.24 v in Cu T 2X4 (A 1) 4'3 ]0' 1 .5X3 ---2r9 15 —6r0 2 —� R=139# W=3"8 R=257# W=3" TAG., Tgg1 SEb: 107780 PLT. TY DESIGN CRIT=TPI bTY i TOTAL 1 REV. 17.3t SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF *IMPORTANT)(*SMALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AFX) DEVIATION FROM IVIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN A1r Uc� �, TC DL 7 .0 PSF 0 A T E 11/29/95 ^ t FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - `ALPSNE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM ON[REMENTS. UM,E55 OTHERWISE INOICATED, 10P - BC DL 1O 0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x ' BC LL PSF CONNECTORS PER DRAWINGS 130. ISO C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF r o r L D 4 7 .0 PSF A L E N 6-0-2 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PHOPLR P SEAL ON THIS GRAVING APPLIES TO [HE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS L 0 R1� Q"`: /. rO DUR FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY DESIGN TO THE TRUSS ERECTION CONTRACTOR. �VINEC"S. TPI . nH• m Arr IaSn Hnc Mn9 - 199T NSTInNm nr51GN SPFricirATTON Frn wnnn rnN rm S P A C T NG S F F A Rn V F IT"' I 1(^k b: - 47 T 4- 7 ND JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. 10P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 300 200 240 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Up 1 i f t xxx UPLIFT MMx I MMM HANGER MMM H5 = -455r(Jacks Only) I HUS26 - + 2751/ -12861(10d 1p1y) MTS12 = -1000/ ( HUS26 + 3315/ -15500(160 1ply) MTS12 -2000#(2 Each) I HHUS48 = + 4299x -1660#(.Od 2ply) MTT28B -37860(2 Each) (100) HHUS48 + 5180# -2000#(16(1 2ply) MTT288 = -44550(2 Each) (16(1)1 HGUS48 + 6640# -2199#(100 2ply) MN60 6 r(1er 2ply) I HGUS48 = + 80000 -2650#(164 2ply) C9iK294�116, ,(�act� I HGUS5.5= +.13350 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMESILUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 688 PRBYFBE-�I-�—1 �6p TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) f6 TOE-NAILS AT BOTTOM CHORD. 12'64 m 6 p O a-R Q 1.5X3 m Qu v 8' 1 .5X3 R=504# W=3"8 R=82# W=1 "8 a TAG TR2 SED: 107782 -ILT. TY .—ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL = 1 REV. 17.3t SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 11/29/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN MANGLING, ERECTION AND `RRRH TC OL 7 .O PSF DATE 11/29/95 OEVIAIION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN SRR eH�� ^ i1(l1MRE TO BUILD THE .Rosi IN CONFORMANCE WITH OSTBB BY 1P1. FOR A001110NAL SPECIAL PERMAW NI BRACING RE - ` V O\\`\\V� ALPINE CONNECIO14S ARE MADE OF 206A GALY. STEEL MEETING ASID QUIREMENTS. UNLESS OTHERWISE INDICATED, 1UP - - BC DL 10 .0 PSF DRWG A446 GA 6 EXCEPT AS NOIEO. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 0 .0 pSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SWATHING, BOTIOM C11UI10 M - BC LL CONMCIONS PER WANINGS 130. 150 G HiOA-F. DESIGN STANDARDS MIT"PROPERLY AIIACIRFO RIGIU CEILING -- SEE - STATE OF - TOT.LD. 47 .0 PSF O�Q LEN. 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER T 0 q1O SEAL ON IRIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 11115 Q �` ouR.FAC. 1 .33 IN ON T. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. OE SIGN t0 THE TRUSS ERECTION CONTRAL'TOR. F GINE Epr' .:,T ... o .rr 1.'1111100 nes rtr,>i s�rr.r.�..H.r... ., :. ...,. gPArTrlr. �/1 0 1 :1r ti m b: 5- 5 4 7 T 1g4-2 J 'D CDR JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED 8Y TRUSS MFq. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 250 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 5.00 5.00 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift --------------------------------------------------------------- xxx UPLIFT MMM I xxx HANGER MMX H5 = -455#(.Tacks Only) 1 HUS26 = + 2751/ -12860(10a 1ply) MTS12 = -1000# HUS26 = + 3315# -1550#(16d 1ply) MTS12 = -20000(2 Each) I HHUS48 + 42991 -1660#(IOd 2ply) MTT28B = -3786#(2 Each) (100)1 HHUS48 + 51801 -2000#(164 2ply) MTT28B = -4455#(2 Each) (16d)1 HGUS48 + 6640/ -2199I(fOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 + 8000# -2650#(16d 2pIy) CS150 = -1650#(Eacn) I HGUS5.5= +113350 -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. R=151# W=1P OVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. ' 4'8"8 N m 6 p O 1.5X3 m m v UP _ I e' 2 _5* -1 1.5X3 R=419# W=3"8 R=53# W=1 "8 f TAGTgg3 SED: 107784 ?LT . TY .-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL - 2 REV. 17.3t SCALE =0 .5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE ExTREP.E CARE 11/29/95 T C LL 30 .0 PSF REF t *IMPORTANTX*SMALL NOT BE RESPONSIBLE FOR ANY ARNINGIN HANDLING. ERECTION ANDDEVIATION FAUN THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE )HIS DESIGN � VS e�� TC DL 7 .0 PSF DATE 11/29/95 FAUUNE 10 BUILD THE TRUSS IN CONFOTMrANCE WITH OSTBB BY 1P1. FOR ADOITIONAI. SPECIAL PERMANENT BRACING RE rALPINE COHNECiMS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENIS. WEESS OTERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PPOPER - 5606 - IAUSS AND UNLESS OIHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOITOP_"CRO x 8C LL 0 .0 PSF R A G CONNEC10R5 PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT.LD. 47 .0 PSF DSA LEN. S-O-O CONFORM W/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS EpRl� Q ,• DUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT 6E RELIED UPON IN ANY DINNER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE�S� /1 --tu( ttr y't M♦iT iNSt TtrtlF NOS " 1991 NATTRNAI DFS ICN Siff tF 1CAT I(•N F(`.9 N^.H�!'�.c t��r+rr"� , �„ SP A('iN(; ?4 0" TVn(7 i irk Db: (5-3547) UOT 4- J 3'0 COR JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 210 200 200 WEBS 2x4 SP f3 BRG.LOC (FTI: 0.00 3.00 3.00 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (+)=Gravity (-)Uplift -------------------------------------------------------------- Mxx UPLIFT MMM I MMM HANGER KKK H5 - -455#(Jacks Only) ( HUS26 - + 27510 -128641(1011 1ply) MTS12 - -10000 I HUS26 - + 33150 -15500060 1ply) MTS12 - -20001(2 Each) I HHUS48 = + 429941 -1660/(100 2ply) MTT288 - -3786112 Each) (, Otl)I HHUS48 + 51801 -20000(160 2ply) MTT288 - -44550(2 Each) (160 I HGUS48 - + 66400 -21991(10a 2ply) MST60 - -4688►(Per 2ply) HGUS48 + BQOOi -26501(160 2ply) i CS150 - -1650i(Each) HGUS5.5= +113350 -3945#(16tl 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 160 TOENAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. R=67# W=1"8 �-- 2'8"8 -----WE 10'6"4 T 1.5X3 O m Cv v 8' 1.5X3 R=346# W=3"8 R=21# W=1"8 tAG = T34 SEG: 107786 3LT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3t SCALE -0.5000 ALPINE ENGINEERED PROOUCTS, INC. TRUSSES REOUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIaLE FDR ANY ARNINGIN HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN � 1,UCJ'I . TC DL 7 .0 PSF DATE 11/29/95 FAILUTE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB6 BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` p�+ (�ALPINE CONNECIORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMEN7S. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 •O PSF ORWGA446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATIACHEO PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0 .0 PSF CONNECTORS PER OAA99NCS 130. 150 6 IGOA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47 .0 PSF D/A LEN. 3-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 R10' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS e OUR.FAC. 1 .33 IN ONLY, AND SHAT.\ NOT BE RELIEDWON IN ANY OVER MAY DESIGN TO THE TRUSS£RECTION CONTRACTOR. F INE EP`'. (' /+ �+ A /^� H.T • TN\,S".Pi AIr TN5 Hor NVS 1991 NAIIRNAI ni'STON 9PFrIFIr A110N Fro Wnon rn,� nl If11.•I ��•.�� `,'PA^_TN`; �Y "'1 Tvnr T�r� ob: -3547 T 4- J VO 0 R JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS G. DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 1.00 1.00 TRUSS DESIGNED FOR 100 MPH WIND15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOPS AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE DF THE ROOF. ENO VERTICALS NOT TO BE EXPOSED TO HORIZONTAL WIND. -------------------------'---"---"--'"-"--""-"--"""--"- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' D.C. l+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------`------------"-"--------`--"-----------"-------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -455#(Jacks Only) I HUS26 2751# 1286#(10d 1ply) MTS12 - -1000# I HUS26 - + 3315# -15501060 1ply) MTS12 - -20001(2 Each) I HHUS48 - + 4299# -1660#(100 2ply) MTT268 - -3786#(2 Each) (10011 HHUS48 - + 5180# -2000#(l6a 2ply) MTT288 - -44551(2 Each) (16d)I HGUS48 - + 6640# -2199#(10a 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16a 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE 1 2 ) 16a TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16a TOE-NAILS AT BOTTOM CHORD. R=66# W=1"B H0-1 ' 6(79'6"4 1.5X3 m m o v - H 8• -91 2 1.5X3 R=358# W=3"B R=19# W=1"B t -3LT _ gg SED: 107788 .TYP.-ALPINE DESIGN CRIT-TPI OTY = 2 TOTAL 2 r REV. 17.3t SCALE =0.5000 ALPINE ENGINEERED PRDONCTS, [NC. TRUSSES REQUIRE EXTREME CARE 11/29/95 T C LL 30 .0 PSF REF _ t *IMPORTAN?�(*SHALL NOT BE RESPON516LE fOR ANr ARNING IN HANDLi�, ERECTION AND \is TC OL 7 •0 PSF DATE 11/29/95 t1FV1Ai{ON FROM iM15 DESIGN QR NESE SPECLFLCATIONS, OR ANY eRACLNG. SEE HIS-91 BY iPl. SEE THIS DESIGN - ��TF��FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSIB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONKC10%ARE MADE OF 2OGA GALV. STEEL MEETING ASTM GUIREMENIS. UNLESS OTHERWISE INDICATED, IOP BC OL 10 .0 PSF ORWG A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ 0 .0 PSF R A G TRJSS AMC UNLESS OTHERWISE LOCATED OM THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x 8C LL CONNECTORS PEP DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LO. 47 .0 PSF O/A LEN. 1-0-0 CIR "W/APPLICABLE PROVISIONS OF MOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER LO RIOT Q _ SEAL ON IN IS DRAWING APPLIES TO THE COMPONENT [EP(CiEO HERE ORrNAII APPLICATION. FURNISH A COPY OF THIS ' Q oUR.FAC. 1 .33 iM Gh1 Y. AMC SIUII.NOT UE MCL 1E0 UPON IN ANY OTHER NAY DESIGN 10 HE THUS=ERECTION CONTRACTOR. INEEPS1, P-H•I Ifr"`.TN 11{ IwSfi lirif No' = IgH1 NAT 10-1 PSwf Sr`{fit lrn,to,fr,• Mn�•nr!`:"'r•rr' rn`r •rrr,rrr SPArTNr ��) n 1•.'I�f �1�R, ob: 5- 547 LOT 124-2J 7'0 HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 310 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS. - -(+)-Gravity (-)-Uplift --------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. xxx UPLIFT xxx ) xxx HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) ) HUS26 - + 2751# -12860(TOd (ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(160 (ply) MTSf2 - -2000#(2 Each) I HHUS48 - + 4299# -1660# fOd 2ply) MTT288 - -3786#(2 Each) (110d)JI HHUS48 - + 5180P -20000(16d 2ply) MTT28B -4455/(2 Each) ( 6d HGUS48 + 6640# 3650#06a 2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 + 8000# -2650#0 6d 2ply) CS150 = -1650#(Each) 1 HGUS5 _x11335#43995#g6d-3ply) ----------------------------------- 3}F/iF ii REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -- 41011 12'6"8 3X4 m 4.24 C:7,- C3 ti v 3X4 m v ti 6' X4 X 2'9 15 15 9' 10"13 —� 1 .5X3 R=368# W=3"8 R=425# W=1"8 a TAG = T36 SED: 107790 3LT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL 1 REV. 17.3t SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIPE EXTREME CARE 11/29/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNU5 TC C DL 7 .0 PSF DATE 11/29/95 �1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 2pGA GAIY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOWSHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x - BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ TOT.LD. 47 .0 PSF DSA LEN. 9-10-13 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER f,d RIO P P, SEAL ON TN15 DRAWING APPLIES TO 111E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY DESIGN TO THE TRUSS ERECTION Co IN ER5 ni u• A(r•..}r Nnc RR1 `!NTT Vn! nGetry r .r. e.m m v.n „ SPAT TMr CFF Anmi i -irL- CITY OF ATLANTIC BEACH PERMIT BIALDING / ZONING DEPARTMENT APPLICATION 800 Seminole Road J Atlantic Beach,Florida 32233 (904)247-5800 ✓`C (904)247-5845 Fax www.coab.us APPLICATION TRACKING FOR14.61 RE 11RED DEPT: Property Address: / [-(' �j� �L/ /� N PLANNING I-In0.. �� C t. A • Y BUILDING �/ = Y PUBLIC WORKS Applicant: Uab -E/[ , 0 Y N PUBLIC UTILITIES Project: 1 Y ® FIRE DEPT. J 7 C. Y nN PUBLIC SAFETY LU w APPROVAL 00 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: L LU Y N D.E.P HUFSTETLER < Y N S.J.R.W.M. CARPER LU _ Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILD! DA �A-Py REVIEWED BY: INITIAL: DATE: 1 ST REV ® IIS 5 23 P NNING ® ® 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments into the AS400o +rAj'jrJ,' BUILDING PERMIT APPLICATION (SSS CITY OF ATLANTIC BEACH •�,jjy�r 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 3 Job Address: _ 16 d 49 bce5toZ e /✓ AZ4h,izI��,%L-,� Permit Number: Legal Description ,(a I /> 7'5d v/e 067Valuation of Work(Replacement Cost) $ / vZ G _ ■ Class of Work(Circle one): New Addition Alteration Repair Move ■ Use of existing/proposed structures)(Circle one): Commercial Residential ■ If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type of work to be performed: � 4 Property Owner Information Name: Q ,v 6 qtz NC -17' Address: 1d6',9 /1A-jh-51og L City Statel::�LZip3 a33 Phone (17c,qq X4-1--`3 �r�; 2._ Contractor Information: Name of Company: cni:7?�ert 1=�yve�2,l, or,eW LVe, Qualifying Agent: Address: /:Z e, A.,, , dp City r State _Zip 3'2 3 4 Office Phone S-50 4)73•- aid'i-2 Job Site/Contact Number a y'1 �� -��-F,�S State Certification/Registration# Office Fax# Architect Name&Phone# Engineer's Name&Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance qf a permit and that all work will be erformed to meet the standards of all laws regulating construction in this jurisdiction. his permit becomes null and void work is not commenced within six(6) months, or_f 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 and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ihereb certifythat I have read and examined this application and know the same to be true and correct. All rovisions o laws and ordinances governing this type of work will be complied with whether specified herein or not. The wanting o fa permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local laaw regulating construction or the per ormance of construction. Signature of Property Owner Signature of Contractor: SwojWaayof subsc 'be b for Sword subscri ed efore me this this 7 �iy�� ay of .7HM 1. / Notary P H No pe ((VV Slue of Florida =y 'bion ExpUM Feb 0 Y Expiiat Feb�,Z010 ''.',�;of«d;:' CO M Wbn 0 DD 51MM Bonded B National Nota Assn. REV1S i DD 523&?b (.� �6onded By National Notary Assn. J �/ MAP SHOWING BOUNDARY SURVEY OF LOT // 7 BLOCK AS SHOWN ON MAP OF ,SEE. YA L 4//V/7- ae. AS RECORDED IN PLAT BOOK 47 PAGES 85.858 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CJWreX /JO.NES Co,P,da,Vgri01v NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. NOTE Ei.EYFi7TOV5 ARE SlIUWN T/J(f$_ (/4.58) ANO REFER TpVqT/ONAG -vL?�Z1411..OF...1�2_ C _ R ri F-i&0 r0: ATV 8URNE 7'T . {� Ptanninfl and Zoning Depjt;ment rx MoR7'c,,9GE- Co, ML TR01044/1'XA1 T/ TC G `//eHeWcompoance witi ppiicah!t /�? avid owns, rd ocher Inco (ani+ $jE/�v,l9,PT Ti rc�- ✓� c/ACK meet Elguha �n�s,`(rut does not :on,;,;t.jlt approval for the issuance of permits. Gornph-1nce 00 FtOrida Bump Colt and all other appiicanie !haft F*ftral permitting requirements �� by Won of the City of Atlantic MOW b Issuance of s Perlift PART OF SECT/OAA 17,, 710)VVSLJ/P 2 SDM74, , .4A �- ai G`STEEL FE�/CE N89P 2G1 049,1E 1 ' I s9.Ga2,9 0.5' &9�, 1 4' i 7.0' QZ3•0 --- rT IN Q /- STUDY BR/C/� Q r S�APBR0V9D M F/N/Sti'fLUOR EL (/¢.SBJ 0.7 y 4• � � Y Of ATLANTIC BEACH ANNINC�& ZONING OFFICE /4-00, r 9.3 S89'2G'.40" X. 2 6.2 01 w s iAPPROVED • �' A,-;,;PTY Y OF ATLANTIC BEACH %S> Pc. BUILDING OFFICE �c 2.0 /0`z/O'✓.EA• TRANS/ORHER / �� ` , D• Z13��9 R 2 6 2001 EASEMENT w/ 7Q.4af.rCi',gAfeW Q t! J.f N 4_$ COQ t'•iCA6 P t 1 Z '�� A' 16,00 of CITY OF ATLANTIC BEACH �s1 800 SEAHNOLE ROAD 4 � j = ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptod wab.us Application Number 07-00001162 Date 8/16/07 Property Address . . . . . . 1739 LIVE OAK LN Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc BOND SCREEN ROOM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PARKER, DAVID F. AMERICAN ELECTRICAL CONTRACTOR 1739 LIVE OAK LANE Q/A:GRASS, ROBERT ATLANTIC BEACH FL 32233 5065 ST. AUGUSTINE' RD. #3 JACKSONVILLE FL 32207 (904) 737-7770 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/12/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total .00 . 00 . 00 . 00 Grand Total 70.00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION _. Date: 8 , 16 - 02 Property A dress: � 1�9 Ll U� 0 1�o Owner: �� Telephone #: Y - Contractor: rl M E F"I1 M( 0 ,TED0,14(_, laol Telephone#: 3 - Contractor Address: 1'(1 PD- Fax #: --72Q- IM9— Contractor Signature: - In consideration of permit giv or doing the work as descr' ed in the above'-s-ratemprit, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New A Residence ❑ Temp. ❑ New being done on this building AD Old Z3 Commercial ❑ Signs ❑ Increase Pe site,list the building g Permittuber: ❑ Re-wire 5 Addition Sq.Ft. a Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACEP,,, Size AMPS PH W VOLT9� WAY Y Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si n Miscellaneous 800 Seminole Road•Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• httn://www.ei.atiantic-beach.n.us Revised 1/04 ,+ 'r j--i s � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-degt�.coab.us Application Number . . . . . 07-00001074 Date 8/10/07 Property Address . . . . . . 1800 LIVE OAK LN Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1400 ---------------------------------------------------------------------------- Application desc INSTALL 6 ' FENCE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ METZLER, CHARLES ALL FENCED IN CO, INC. 1800 LIVE OAK LANE 340 3RD AVE S, STE A ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 764-9554 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/06/08 ---------------------------------------------------------------------------- Special Notes and Comments *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED_ PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. *EMAIL INSPECTION REQUESTS TO BUILDING-DEPT@COAB.US *EMAIL INSPECTION REQUESTS TO: BUILDING-DEPT@COAB.US ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- - ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PERMIT BUILDING !ZONING DEPARTMENT APPLICATION# i '^ 800 Seminole Road j �!! Atlantic Beach,Florida 32233 i 7� (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REWIRED DEPT: N PLANNING Property Address: 1 Y C/Q /l /`WU.� Z YN BUILDING Y N PUBLIC WORKS Applicant: 0 �Y N PUBLIC UTILITIES/ p /n _p / Project: .i- l / lS� f -1.�'C 9Cp Y FIRE DEPT. J Y N PUBLIC SAFETY APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Y N D.E.P HUFSTETLER UJ 0 Ow Y N S.J.R.W.M.D. CARPER Q Y N ARMY CORPS of ENG CARPER Y N HOTELS$RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP INI PATE: §=0 1ST REV 0 (� PLANNING BUILDING 0 0 2NDREV � 0 PU RKS PU ES FIRE DEPT. n 0 3RD REV PUBLIC SAFETY Return this form to the Building Department once you have entered your comments into the AS400. BUILDING PERMIT APPLICATION s a CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 -L`ort �Y Office:(904)247-5826 • Fax:(904)247-5845 ►b Address: �`�� L c V e Oo.tC I--..ania Permit Number: b� ,gal Description --of t 13 c^K " �, (A t7 Q Valuation of Work(Replacement Cost) L4 0 • Class of Work(Circle one): a Addition Alteration Repair Move ■ Use of existing(proposed sttuCircle one): Commercial Residential ■ If an existing structure,is a fire spfifilder system installed?(Circle one): Yes No N/A • Is approval of homeowner's association or other private entity required?(Circle one): Yes (No� escribe in detail the type of work to be performed: Tct K e do co ki 0-1d h c,.0 l cw cwJ Did -e'en t 2 ins+aliG.t;c�t� i©C� �'ee- o P%T Pine. S`nck&60 GOA -�-erlCe rooerty Owner Information ame• 0I)6X � S M eft Z ter Address: I SOO L,Vc;, Qat -. I—an c_ ity Pt*Ian--E t C 't _ c v\ ._State F(_Zip Phone q 0 q qq Oct I q 'ontmetor Information: 'ame of Company: P Yl _cam(j I Quali ' Agent: c cYr�i t Adress: �(")_`-i 3 rA M V e City) ..k 1 :RC1 State L- Zi iffice Phone C �U - �t `O f 4 0 Job Site/Contact Number o4" ��`c��" tate Certification/Registr4on# Office Fax# ` 1- -7 q 1 - C,d,Q a ,rchitect Name&Phone# ngineer's Name&Phone# pplication is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or sstallation has commenced prior to the issuance ofa permit and that all workwill be pefformedto meet the standards of all rws toommtheuer races,adtifincgIocunonsn#drseutrrcsutticaotnniod on tr rnhawttohsrteskpjzausrrasisutdespipceteinrodmne.idtsTohmrisuapsbtearbnmedisotenbceeudcrofemodr fesoa rnpuEelrlleiaocndtrd iocvfaolsidixWi o((wtSr)10i,mrPkolinsutmnhasbtaictteogm,Smiegtninmcsee,d weietlhlrsi,nwPsoiorxok(l6si)s, Bailers,Heaters, Tanks and Air Conditioners,etG IVARMING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY tESULT IN YOUR PAYING TWICE FOR RAPROVEI✓fNTS TO YOUR PROPERTY. IF YOU NTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY 3EFORE RECORDING YOUR NOTfU OF COMNVIENCEMENT. hereby cerdfy that I have read and examined this application and know the same to be true and correct. All provisions of �ws and ordinances governing this type of work will be complied with whether specified herein or not. The granting a termit does net presume to give authority to violate or cancel the provisions of any other federal, state, or loc law egulating construction or the performance of construction. 7 igubm of Property Owner' Signature of Contractor: �/JaoteL,( ZEw to and subs 'bed before Swo to and subscr�bu beforme Day of 1 tbis l'Z Da of �fi i7�_�_ p. . K. CUNNINGHAM CU 1NGMM t lotary Pub li - `= -State of Ftft Notary Publi - 'P Stara 26,M10 DD 523638 0 DO 523638 ded Na Notary Assn. 8y National Notary Assn. MVISED 03.05.UT- d/Y!2/e:IW e',4 -2 . r 00 .ab/ i i � G7 �,'3 r.M m 4 r4�1 CITY OF ATLANTIC BEACH PERMIT J }'` BUILDING / ZONING DEPARTMENT APPLICATION # SS. 800 Seminole Road ,....�r Atlantic Beach,Florida 32233 ��`'z� 1674 74 !liil>` (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM _ i J� �jRE IRED DEPT: L �� J�� /�. LOW) N PLANNING PropertyAddress: �Yl�� U Z Y N BUILDING Y N PUBLIC WORKS Applicant: �l/ � (/Ce 1--/( O� Y N PUBLIC UTILITIES Y FIRE DEPT. Project: ��I �(,C �/ j �� Y N PUBLIC SAFETY APPROVAL REQ AGENCY: RECEIVED BY: INITIAL: DATE: W N D.E.P HUFSTETLER 0 w N S.J.R.W.M.D. CARPER Y N ARMY CORPS of ENG CARPER Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP WmAll 14ATrR ❑ ❑ 1 ST REV ❑ ErT8 PLANNING ILDING 2ND REV 70 ❑ PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. 3RD REV ❑ PUBLIC SAFETY Return this form to the Building Department once you have entered your comments into the AS400. - r�yLJ,JJ� BUILDING PERMIT APPLICATION �r CITY OF ATI ANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 Job Address: SOO L VCS Oak -_ane Permit Number: o-T - I b1-4. Legal Description --C-)j -7 . [;I n r,]<, " �� U n, .+ 10 Valuation of Work(Replacement Cost) $ 1 L4 , o ■ Class of Work(Circle one): Addition Alteration Repair Move ■ Use of existing/proposed structure Circle one): Commercial Residential ■ If an existing structure, is a fire spr er system installed?(Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required? (Circle one): Yes (NoD Describe in detail the type of work to be performed: '`a k e clown cin d hcuAj c wcj�, etd -"ence =nS+a G,-flon 0; iod Veei ©Ar P/T hadow Goy- Fernee Property Owner Information Name: C,.br.Y` CJs Metz ter Address: SOO Lt V�� OalG ---G1f1 Q City fli lan t C "t3P_c.�ct� State FLZip Phone G C Ll - aLP -,QR! Contractor Information: Name of Company:-All PenCEPA IVB Qua}ibring Agent: Address: 3q n -<; 3 rA )1y e City) � .tr.ck State L Z* 3`01 a_S 0 Office Phone q O U - a U 6` Of t4 U Job Site/Contact Number 64 s`t CT2 State Certification/Registration# Office Fax# F- I - `7 Ll L- C.;),Q 2 Architect Name&Phone# Engineer's Name&Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all workwill be performed to meet the standards of all laws regulating construction.in this jurisdiction, his permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned far a period of six_f6) months at anytime, er work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, ells,Pools, Furnaces, boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM 1ENCEMENT. Ihereb certify that have read and examined this application and know the same to be true and correct. All rovisions oa laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local flaw regulating construction or the performance of construction. Signature of Property Owner: 1 Signature of Contractor: Swornto and subsc ibe before e Sword to and subsepb befor me thi ' Day of this o 7 Day of � OU- K. C ING552 �.�µY" K. CUNNINGHAM Notary Publi • ,�'+�' '3� No Publi • ., P Sv1e mDO OD 5236388y Nafior►al " Note Assn. Nry REVISED 03.05. ' c l kGCf jo cL� t o o ' oQ Ap 01, 40 12!/U �/ ,, s.p}2 a�•y. CITY OF ATLANTIC BEACH FAPPLICATION MIT 1 BUILDING /ZONING DEPARTMENT # 800 Seminole Road / Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM J i RE iRED DEPT: Perty V e 60- ! ZN PLANNINGPPO AAddress: L � Y N BUILDING Y N PUBLIC WORKS Applicant: ail f�ft) (led.,, T kt N PUBLIC U71LMES Y FIRE DEPT. Project: / f �'�� r I Y N PUBLIC SAFETY APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL DATE: tr_Lu Y N D.E.P HUFSTETLER =w Y N S.J.RWJAD. CARPER OO Y N ARMY CORPS of ENG CARPER Y N HOTELS&RESAMANTS HUFSTEI'LER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP INITIAL: TE: ❑ ❑ 1ST REV 1 0101 1S P I BUILDING ❑ 2ND REV/ I [)T-01 PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. ❑ ❑ 3RD REV Q ❑ PUBLIC SAFETY Return this form to the Building Department once you have entered your comments into the ASW. CITY OF ATLANTIC BEACH h a,i 1 800 SEMINOLE ROAD -� -� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptgcoab.us Application Number . . . . . . 07-00001036 Date 8/01/07 Property Address . . . . . . 1669 N LINKSIDE CT Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1200 ------------------------------------------------------------------------ Application desc REMOVE/REPLACE 6 ' FENCE ----------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BURNETT, JANETTE OUTBACK FENCE & DECK INC 1556 SOUTH STATE RD 53 ATLANTIC BEACH FL 32233 MADISON FL 32340 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/28/08 ---------------------------------------------------------------------------- Special Notes and Comments *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. *EMAIL INSPECTION REQUESTS TO BUILDING-DEPT@COAB.US *EMAIL INSPECTION REQUESTS TO: BUILDING-DEPT@COAB.US ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 .00 35 .00 .00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 .00 . 00 . 00 PERMIT AS "PROVED.ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. -t ma 'r CITY OF ATLANTIC BEACH PERMIT BUILDING 1 ZONING DEPARTMENT APPLICATION# n 800 Seminole Road Atlantic Beach,Florida 32233 �� O ,•.,Js,s�r (904)247-3800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM _ RE9141RED DEPT: tV N PLANNING Property Address: &&!Z bh k-/ -t. AJ* Y k BUILDING Y PUBUC WORKS Applicant: � 0 Y N PUBUC UTILITIES FIRE Project: Ykf a la ee , Y � PUBUCD k-ernd & [� (. SAFETY w APPROVAL L) o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE a `f N D.E.P HUFSTc tt LEFI M Y N S.J.R.W.M. CARPER z Y N ARMY CORPS of ENG CARPER F- O Y N HOTELS&RESAURANTS HUFSTEIIER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVI ED BY: INl DATE: ❑ 1 ST REV PLANNING ❑ ❑ 2ND REV BUILDING PURL W S PU 1 IES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this formol to the building Department once you have entered your comments into the AS400. rs~''�'`'�` BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 • Fax:(904)247-5845 -3 X233 ; Job Address: l6,4'7 510 c t i�/� A T/,6 ti Re Permit Number: Legal Description /„G /'+'7 iz L U" l,U1,e5 10 L= 4w.,—., `2_ aC Valuation of Work(Replacement Cost) 8690a ■ CIass of Work(Circle one): New Addition Alteration Repair Move ■ Use of existing/proposed structure(s)_(Circle one): Commercial Residential ■ If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type of work to be performed: P r5 Property Owner Information Name: v A a 6 erg/--'C, T Address: I�6 J 1-/•vk510Z Z Ei A P, City AnhAoT e' &—ld- State6LZip-9.233 Phone U&g-) sem-C.-J—3 F9 IZ - Contractor Information: Name of Company: f- oieir Fi.- .c;z,i n is e k ,yy Qualifying Agent: Address: A20 tir ti City a�da S Zip 732 3 Office Phone S$70 4)73--3cj-2.2- Job Site/Contact Number •a W 6©1L.WX5i State Certification/Registration# Office Fax# Architect Name&Phone# Engineer's Name&Phone# Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance o ffa permit and that all work will be perybrmedto meet the standards of all laws regulating construction rn this jurisdiction. This permit becomes mdl and void i work is not commenced within six(6� months, or construction or work is suspended or abandoned for a period of six ((6) months at a time er work rs commencedf I understand that separate permits must be secured for Electrical Wor1� Plumbing,Signs, ells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etG WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONINIENCENIENT MAY RESULT IN YOUR PAYING TWICE FOR RvfPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i herebycernfy that I have read and examined this application and know the same to be true and correct. Allprovisions o laws ad ordinances governing this type ofwork will be complied with whether specified herein or not. The gr nting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. Signature of Property Owner at Signature of Contractor: . Swo to and subs 'be b fo �] Swo d subscri ed ore me Clue ay of / this; ay of ��.1p,""4 SFiIRLEY L Notary P I' - = Nop ubNc-StateD28,2010 , ` 18533 0 ' Expaea '•°: y„•P`'tjomBonded B N8 81 NotaryAwn. S • By National Nf A MAP SHOWING BOUNDARY SURVEY OF LOT // 7 BLOCK AS SHOWN ON MAP OF SEL VW ..r1rk-514046- 1.11V17, oe a AS RECORDED IN PLAT BOOK 47 PAGES 195-85,6 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO.. FLA. k FOR: C4W,22( /O.NEs CU.Pf�D.PA'T/ON MOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. "' N07E: E1fYlfTJQNS RRE S6fOWrV_TIl!/5: (/4.SB) .9N,p REfIi?_7b NR 1'/ONRG GEODET/C' VERI/l'•4[ DQ7U,�+ OG' J9Z9_ ___�!�' �' 7'�C �vtoJ�TGAG� Ca. M6 r-RO OOL GUAj?i��T Y co. S,r,Eyv�1x�T T� TL� o� JAc�'sonlV�G��, in/c. PART of SECT/ON /q,. rv�AvVslJ/P 2 s&1747, .941v4-- P9 EAST h u G's7EE1 FEd/CE IV A9' d M M w i# 1B.G2/9 .644 ". Z f a•4' ` `O 97.0' y �' 01 \ 3 4q \ .570/7 Y S) Q � � �• 7Jlt/EICJNG � � � ia"E'4!/E513 3 � W t'i visti•f_GOR�'c.(/0.681 �., ,► P R t5 V b }; OF ATLANTIC BEACH NNIIIA&wic, ZO�NING OFFICE 2 N8 .. caNroE rE O sroov O . �n �s � � tib - - •• - � ?, h Rc- mss,—•_ - , tv•.42' tom! /°'x/O %EA- TRA/✓SfOParfq � �� t`��g 2 6 2001 EASEME,v7 w/ m4liS.PAMEA a.v3.B3 �5'caNr-«.ve 1 / � 72 .yp� A, 3G• '� o j oW,9 , f � 3