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Permits 1120 Ocean Blvd (vault) CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 840 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23458 Address: 1120 OCEAN BOULEVARD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: POOL Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 2112/2002 Name: MIKE BUGG Total Fees: 35.00 Address: 1120 OCEAN BOULEVARD Amount Paid: 35.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/12/2002 Phone: 904)241-2428 Work Desc: IRE FOR WIMMING POO APPLICATION FEES CONTRACTO S 35.00 DAVID PRUETTE'S ELECTRICAL _ R t ,a x ,l\yaW3.�* a NOTICE IN. Tf PECTION BUILDING MATERIALS �` #i�#Ur.�T ' BLIC SPACE,AND MUST BE CLEARED U j Y EITHER; 3 CTCI t+aR O , - "FAILURE TO COMPL „' _ t! 7 IN THE PROPERTY OWNER PA ISSUED ACCORDING TO APPROVE ��l AND SUBJECT TO_REVOCATION FOR V#OLATION OF APPLICABLE PROV t T : OC Braver: 1 1 f� Oiler: CIERYLE YPe. Date. 33744 �/lZ/82 ®i Receipt no: ATLANTIC BEACH BUILDING DEPT. 14 prasbetNmber: 747349 B-DUILBIII6 1 735.98 Trans Trans date: 2/12/92 Tire: 16:44:27 COALSON CONTRACTORS, INC. I Ing 17M RESIDENTIAL DESIGNERS FINE HOME BUILDERS To: City of Atlantic Beach Building Department Attention: Don Ford Date: April 17, 2002 Re: Release of Liability Coalson,Contractors Inc herby temporary releases the City of Atlantic Beach and it's Building Inspector,Mr. Don Ford from liability for granting a Temporary Power Approval/Inspection for the building project listed below Mike Bugg Residence 1120 Ocean Blvd. Atlantic Beach,Fl. 32233 Permit#22262 This TemppM release of liability will e Mire upon issuance of a Certificate of Occupancy_ Please contact me with any questions. Thank You, Charles Godwin Coalson Contractors Inc. Project Manager 524 North First Street Jacksonville Beach, FL 32250 (904) 249--3470 Fax (904) 249-9191 F----- .ET a ZZ - T8 Ze EG f78 v C9 a 9We Ln L 8 '— m co ET8 LUn .. _ ITe OTe 68 c� I I?H 1 1 N4 1 w z3 TU TO m V V � 1 8..8.ST 8..E.6T l 0 1 . DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY APPROVAL DATE: DEL. DATE WIGO FLOOR JOISTS 14"DEEP 24"P.C. SPACING UNLESS NOTED JOB: A0445 COALSON LOC: ATLANTIC BEACH PLAN= BUGG RESIDENCE DESIGNER= KEN STIGLETTS MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32256 O.C. SPACING IS AREA N N �n 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT o ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY : APPROVAL DATE: DEL. DATE : PITCH B/12 OHANG 24" ' JOB: 80445 COALSON N LOC: ATLANTIC BEACH PLAN: BUGG RESIDENCE DESIGNER: KEN STIGLETTS MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32256 ca in m N ' N JOB ADD)MV C L ��lJ� TYPE WORK PROPFXrY OWNER 1 = `"� MEPHONE coNTRA oar TEL EPHOAT PER1�II3'rT , CQo2 .DATE CQ INSPECIYON,S:• FOOTING . 14 MAX( o f NA4UY G q/(c/1li FRAHWGXOVER UP T INSULAITON 1;4q, c,l Fac IA.L BUILD G -4- 3 v-v z- CE.RTU✓TCATE OF OCCUPANCY -3 Ca e 2 .ELECTR cAL PERI.M T P '�Ze_4+j .INSPEMONS ROUGE' iPo21 /0 I r — c FINAL 3 EffCE MC4L PERAM X25(� INSPECITONS BOUGB FINAL j p PLUM WG PERMIT# -2 22 . .INSPEMONS ROUGWUNDER SLAB roPOUr lWA 1510 2 FINAL `-{ 3 cl -0 � NOTM. an, ,Qf(""-\G(Pr`J. 2ft-A'�d� +YE r{'vl+iJf r,., tL � BUILDING, PLANNINGAND ZONING INSPECTIONDEPARTINENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF 0CCUP.4NCY WORKSHEET Date Requested: �`2 �- d 2— Building Contractor: <f 6�j Building Permit Number : Address : ��a G� C.-.E� t Legal Description �D I �� /�� '�` y f�� A'l7TIC Improvements to the above described property have been completed i:: accordance with the terms of the permit and ',s certified to be ready for occupancy as Lowest Floor Elevation: 3 J required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE /T-IFIED DATE APPROVED BY Fire Public Works 6' 0 Flannir,g :4y ( O - B-uilding �jf/.,��, //C��ITY__O//F 4KI�^4-c Bwc-4-lf(isd- 6 Office of Building Official REQUEST FOR INSPECTION Date ^ 9 2 Permit No. Time A.M. Received P.M. 4i ass Locality Owner' Nam Contractor BUILDINGA�C&C�ETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing C Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Stab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑', Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION 'PNf Mon. Tues. Wed. Thurs. Friday_t=f . / A.M. Inspecti ade P.M. In actor y � =--- ate of Occupancy❑ \ Date CITY OF 4&a&' AwcA-I"' Office of Building Official REQUEST FOR INSPECT �6 21 Z 'a ry Date Permit No. Time A.M, Received RM, C:eall L—,16, 0 dress Locality Owne Name Contractor BUILDIN CONCRETE Footing r �D Footingg Rough Wiring E Rough 0 Air Cond.& E Re Roofing Slab E Temp Pole El Top Out 171 Heating Insulation r], Lintel Ci Final 0 Sewer E Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M.— A.M. Inspection Made Inspector at In p- ertificat of Occup nc y Date rl'7) F-- .1--3 ! "A 77 1 1 ASO 2002 03:41PM P3/3 FROM RAYI-iik il? ED FAX NO. 72300,dr- !`);ii�i• lltAL P-MEROENCY MANAOEMEWAGENCY, 11D.M.B. No.3057-0077 ' 111ATIONAL FLOOD INSUlRANC4!P,1R(0ra%A Expires July 31,2002 ELEVATION CERTIFICAI- C-I '3 , Important*. Read the Instructions an eagen I -T. SECTION A PROPERTY OWNER INFORMATION .,.For.,InsuWcs Qqm pany.V":_ SLAUJING 004ERIS E BUILDING STREET ADDRESS(Iricludlix;ApL,Unit.Suite,and/or Bldg.No.)OR P.O.ROUTE AND Box NO. Company,NAIL Number O 4ed--4-,y STATE ZIP CODE PRQftK-TYD1!BGW%j1 A(Egof4w�wulcm*WuRiEi'gi.-Yax Parcel NumW,Leo Deaviptiort,W�- �.p;, id ' • n,Accessory,etc. Ula a Comments eros;,; nacastary:' • , GITUDE(OPTIONAL) HORIZONTAL DATLRW. W-#$,#fr or WAAWNP). L-1 NAD 1927 L-j NAD 1M USGS Quad Map L-1 Other: SECTION 5-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.Nr-IP COMMUNrTY NWS&CDM MUNrtY NUMBER- 82.COUNTY NAME B3 STAW 2 00 -r AV V V4_4. 84,MAP AND PAWL B& Ix 1105IRM INDEX 137.FIRM PANEL B&FLOOD NUMBER. DATE EFFECTIVEIRMASED DATE ZONE() (zone ,use depth of ftod*' 1.4 tox Ie 1 17 WA- B1 0,Indicate Iher soured W E-levelliqn,(BF.E)clataor.bass flood'depth aftred In 89. j_j FIS.Profile • 1P.0MR141. CornriiunityDetermined - Oliher(Describe): Bi i.Indicate,the elevation datum used for the SIZE In BS:t&_<NGV01 229 j_--jNAVD1a88 LjOthelr(Descrft): 812,13 the,building 16cited in a Coiiitai Bar&t Resources System' (CBRS)area or Otherwise Protected Area(OPA)? 0 Designation Date:- SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED). C1.Building elevations are based on: 1--lConstruction Drawings' I-ISuilding Under Construction* 4,eFinishW Construction *A now Elevation Certificate will be required when construction of the building is complete. C2,13ulldinq Diagram Number./---(Select the building diagram most similar to the building for which this cadficate,isbaing completed-see pages 6 and 7, If no diagram accurately represents the building,provide a sketch or photograph.) C3,ElovatIons-Zones AI-A30,AE.AH.A(with BFF),VE,VI-V30,V(with BFE),AR,APJA,ARIAE,AR/A1-A30,ARIAH,ARJAO Complete ltems'C3.a,4 below.m000rding to the huilding,diagrarn specified in Item C2.Stato,the,datum used.If ths.datum is.diftwent.from, the datum used for the OFE in Section B;Convert ow-diturit to that used for the SFE.-Show field measurements and datum conversion Calculation. Use the space provided or the Comments area of Stiction 0 or Section G,as appropriate,to clocurneril:the datum conversion. Datum E1 --------- ------------ Elevablon reference mark used-- —-------- Does the elevation reference maric used appear on the FIRM? ila-l�p of bottom floor(including basement or enclosure) '.s 0)Top of next higher floor ft.(M) Bottom of lawart horizontal structural mamber(V zones only) .Qdq Attached garage(top of slob) ---------A- fps"-&m) .We)Lowest elevation of machinery and/or equipment ill 61V servicing Vie building(Describe in.a Comments area.) A 6 lw!�pwexi'ad�j"nt(finished)grade(LAG) --1---.---L1--2- N ') P - 1. JW9)fthest'adjacent(finished),grade(HAG) lip 4P • h)No,of permanent openings(good vents)within I ft.above adjacent grade • t)Total arca of all permanent openings(flood vents)InC3.h-----sq.in.(sq.cm) SECTION O=SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification 1610 bo-signed and sealed by a land surveyor,engineer,or architect authorized by law to Certify elevation t, formation, I certify that the Infometion In Sections A,B,and C On this ced(ficati;represents my best efforts to Interpret the date available. !understand trial an faire stetvrnent maybe purilohable by flno or impnisomnent under 1 U.S.code Sectlorh fool TITLE COMPANY WA ME ITATM ft SIGN&TURA 0.01 40 TELEPHONE. mit nn ARF Q9vFR.qF.-qinP FruP(.nKMN1 1ATIMI RFP1 AfFr,At I PRFVICII JA FnfTIMM4 MAP SHOWING BOUNDARY SURVEY OF LOT 2, BLOCK 44,' ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 6. PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: j< IV ApokE MICHAEL W. BUGG WASHINGTON MUTUAL BANK STEWART TITLE GUARANTY COMPANY n ^; RICHARD T. MOREHEAD, P.A. FLORIDA EAST COAST RAILWAY saoo' PLAT C '2' of Ail��rlivCBc�I (100.0' RIGHT OF WAY) j �-S :'I �.t N QO' 7 44" E FOU,,iji� R`d11cpIPe I' Lv 6111 , 49.74 ( EASURED) 0,4t--, NOIDENWICATION x x 4' FOUND I/1�NtCN PIPE STAMPED IMTNEBS• '� �� • .r LOT 2 s ' ! _ BLOCK 44 POOL , 7.4' 18.4 COVERED PATIO Q LOT 1 LOT 3 BLOCK 44 r b 12.2 BLOCK 44 N v w TWO STORY 3 o FRAME POSTED # 1120 a ,a b c� u7 ai � •�;1' Q N 0 00 v Im z • :,:t Z', x_ + P. 7.'l • 50.00'(PLAT) 0. 50.12' (MEAWREO) x .. FOUND I/2 kTON PIPE FOUND 1J2 fAON PPE /� n FOSSND 1/2�IRON FPE STAMPED rouRDEN 1048• STAMPED aLwDE►1 104W N VO'26 27 E STALPED ACM 6702' ALM CORNER 50.04' (MEASURED) 50.00' (PLAT) LEGEND: OCEAN BOULEVARD (40.0' RIGHT OF WAY) R - RADIUS —X-- - FENCE L - LENGTHQ + CONCRETE NOTES: REVISIONS ASSU4AED N 9000'00' W 9. BEARINGS ARE BASED ON THE BEARING OF ALONG THE NORTH BOUNDARY LINE OF SUBJECT PARCEL. DATE DESCRIPTION Z. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS UE WITHIN ROOD ZONE _— X - AS SHO ON THE " 11AT1DNAL FWO0 INSURANCE MAP DATED APRL 17, 1989, COMMUNITY NUMBER 120075, PANEL 1 0 3, 1" SURREY REFLECTS ALL EASEMENTS do RIGHTS OF WAY AS PER RECORDED PLAT de/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERIMSE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PCWORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VAL10 VATHOUT THE EMBOSSED SEAL OF THE CERTIFY+NG SURVEYOR. .I08 # 1965 DATE OF FIELD SURVEY-. 04--24-02 SCALE: 1" - 20' CERTIFICATE RAY TH O M P S ON SURVEYING I HEREBY CERTIFY THAT Mies R.1nVEY VIAS 4+AOS UNDER MY RESPONSIBLE CHARGE AND NEVS 111E M)MMUN Imo' WCAl STA40AROS Al SET FORTH BY TIME FLORIOA BOARD OF PROFESSIONAL SWIVLYORS AND MAPAtR3 IN CH TER e1C17-9, FLDIMOA ADMk%STRATIK PURSJANT 70 SECTION 4TT.07/L� STATUTES 1936 Southampton Road Jodaonvu, norido 32207 (Phone) 904-398-3155 (fox) 904-386-3156 RAYMOND REGISTERED SURVEYOR NO MAPPER f 6146 STATE OF FLORtOA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS '� �d L609L4Z406 Qd3H3NOw adUHOIN 410 ZO ZO 6Z jdd CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY i This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in j compliance with the various ordinances of the City regulating building construction or use. For the following: 14 i 4 I r i I Address: 11200CEAN BOULEVARD Owner: MIKE BUGG ATLANTIC BEACH, FL 32233 1120 OCEAN BOULEVARD ATLANTIC BEACH, FL 32233 s j Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY f Permit Number: 22262 Date: 5/01/2002 i J�._.. -- - — — - i DON C. ORD, LPost in a conspicuous apace CITY OF ATLANTIC BEACH I CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I I Address: 11200CEAN BOULEVARD Owner: MIKE BUGG ATLANTIC BEACH, FL 32233 1120 OCEAN BOULEVARD ATLANTIC BEACH, FL 32233 j i Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22262 Date: 5/01/2002 i i Post iii a conspicuotts apace CITY OF ATLANTIC BEACH, FLORIDA APP--d IN "PUCAVON !OR MCfECAL MMfT to THE CNIE�EllRtR115AL Mdl11CT�OR: oATE: � � �lOq'TAMf NOTICE: w C=MMERATION of PERMIT om FOR Wma THE WORK AS m66RISED DI THE Muowm NR now mm To PERmm SMD WORK IN AaARQA m WITH THE ATTACHED PLANS AND w'ECwICA110gs, WW4H ARE A PART HEREOF.AND IN•ACCORDANCE W M•TNS ItSOUL1MM COM ANO CRY OF ATLANTIC MACH*ROM AN= SAM AODR V.}Qy'd.. 111.DG.slzE •eTtirEEM: REi t j/fA!'!.t I COMM.! 1 PUMM t 1 INMIR.t 1 N!w tY7 OLD t 1 "W ( i AD MON! 1 TNAi1.M1 t ? TM!! 1 Imm ! 1 _..r PT. IR11V1C>Es sm i 1 WOMPAIM 11 RQAIR E 1 P E CDMDIIClM ,., 15-D mmI rw3wjqqbxLr NO. 4= MO. an I NO. sil2E uurm 4 aunst'>t CONCEALED am TOTAL RST OONCEALEO OPEN TOT am StVITCH" nuN i M.V. lrtltfta APM.S^NCM I SELL TROAW. ANI N.P,IYITw "."TM OD�1T10NNOG COMr N4TOR OTMER MOTOR= ALVI L MEA IMMEAT IOTOIIE M.P. VOLTAGE Mr NO. 1 MtWnumas 1 1 wl ID TRANWOMOM iiwlOtR Nd V. OVER r0Y V. MD. WVAMO. A M N CW TRAP• ND. VA. IMA. MZGr R ann !Mf PCM F 1!=W"M An11�� /CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. c Time A. Received ob A ress Locality wner's - Na � on G i ETE ELECTRICAL PLUM � H ��d g C ❑___M ond. & ❑ Re Roofing ❑ Slab ❑ e e ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Frid P.M. Inspection Made P.M. c� Inspector Certificate of cc up Date of r ti Office of Building O tial REQUEST FOR INSP CT N 4 Date r �� Permit No. Time A.M. Received P.M. Job A ess Loca r tT Owner' Name Contr BUILDING ETE EL _ AL PLUMBING ME ANICAL Framing ❑ Foo, g ❑ ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel Fyi'� ❑ Sewer ❑ Fire Pre Falb11ce T F014 INSP CTION Mon. Tues. Wed. Thur.. Friday _P.M. Inspection Made ` vP.M. ao P0044, Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All ' ati ns mug bg submftted with seven7 coRies-and rgceived hX 5 PM gn the Fridax mor to the scheduled meeting in grder to be p,]aced on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NQT BE PRO!QESSED. l..j�� (�� ,i � �� JAI�7► �i r� Srt�rP.�:t- �la.nh.c�.�r�r,�,. APPLICANT NAME ADDRESS TELEPHONE 2. 112th lCen k)A. AW A�V&�ku Beach i` 1 a �� ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: W t�Y1 ��► iso�- I tai S-T/S LA,. `t 10 t l 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES )(NO ❑ NOT SURE 5. PROPERTY ZONING: XRESIDENTIAL ❑ COMMERCIAL. 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAMETER MITIGATION INTERIOR EXTERIOR �i 1� ' Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. I I a ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height of six inches or more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an")C'. f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle"O". h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: a) 'All trees identified for removal hjUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLIJE flagging,paint or tape. c) The front property comers must be marked by stakes or paint indicating the Lot 9. * INCQMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL OT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION,AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. 47 ID n) App icant's Sign&= Date Owner's Signature Date ITS NLY: Q aNq 0 Z, Tres onservation oarW* rsor, Date - oil , ll x f4 POO ` .s to a y - COW-.aETIE - 'Marx, voclL N 'R -MA x HV �r .�. N F-w foo T PIZI N7I' �4 q " Tr i CON ASW St.Aft,CKJAM &A e . ra` • a i IV`s NI 49 t _,w d , - � ' P_601 i r ,Afra a-men a e � or a ,BUHdIng Code - sf 1i2,' 9.$Mi987 listed -Grates Ms'itr'.Drain, OMPA:"_". Y 4 � =zx ' NOTES Teat Prot00 and Ro6ul a f • Tested to compttance with•Floridi Building Code 424.2.6.6 auction'pn ragmen attnoapheric vent test protocol. x ' The t" 'I suctlan-rentrapntent 4, am er�c;v fest a a 'Un osp ent (n� + a ccomplishedder Y y �dirctt+ anc ervisionh S flecetnbdr, 2001. 2` 1i:ctm %acuum w1 j� one $u'mp plug ed and .a • J�t th 9 r 1 body. r lnentx on'thu o�h�ir eur�p fever -ceeded x kY X4.5 t"e pi` nig Nu ry.�' lie rttraped body Jreleased," in toe � a � hre�* �� secrhds:" .M { sa O 01 .€ , x r` 4►U a sub Q tp• ng,.,,.,�o2y" 0,-Lb t,`� ' r , e - t (( > s > # F•-I�"hA t 'y .i*f7. f�'7r*�.ti��"'Y, SI("++ Y o�:( .. Mtax tion pe o #y Feer second wry.^' et ','' t •' � a x ,� _ It �, Y � � C�. ,. •. i _ "C' gstt�tlon lI�Cl�O$ OIQgC,Bi ' No. 173$1 f A '': TAT *` 'SAFETY t Yl�E - i?0 NOT 1~IANDLE. o� off y ♦ k n - F� `k i �ticense .expires 2/28/2003 �w i a .c t{ x 'f i `'[ t 1 1 � x + �" t r , sett't r tr _ •�,c } -I �'�'S -,� a f i v r;5 " r 'a I4 a-r+ II ata s , ,�N T' < `SS}.st 5*';•t��`I` `[p•F a i .t') a t y -.t: u r r � I- ' : . x art`4a•z, r. � .�r �� r��a,� �� .�� xY✓�� r �0�; f 7. - 11 '., ' 1. }. t r a ,,pp ..; .,r r �� - L w'i' '�, s• v.,} a7S'., v t 4 '`t;k t ,- T .'fi•rQ .,,, 3. f s ,.4 ..,xa 3}P +v c r: 1.,.,..-r4 ... .,,n 'f Ax ,5. "It y, ,r .r . 1. . -f - >x F t ,tor ti d ",f:`' a. 'k. }',w'�` > '':#y &4 x `9rt 3 r 0. s AC a #-t 1 . ..:� x. r r t c *31 i.' h�'c. te3'r?Ma " a a.� s' 60_4� •a t "S . '.I .", � ;_ - , . �ar ,.g � .,a- � 1 sem{ a;-;i , � �:.' I �,n` 1 11 ,i`�r ,r ' .1 xY ro, "Cx 1 .. 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Y t 4 1 I, f x.-' D - +g r"a.a^' C"�''' {,,,5. > s f s. paV" ... r oA:� .Y Y a t t h xJ#r .t� st n �,+,. € t at ?i. a e 1 r.4-i j 3 4 --I- x^ y-_ > P't'Y.*?Kei..g,y� `' rh "Y1 .i } vy.. ' i .'..g t'r -,I.-' i p,4 r i y r r ,r',, w a -;t ":r•y" :,3 it ,Ys �i py Y'ty'a ?^r""'+r; .^,i�`1:. i"� +i ! a r N ar,:s, t.d { sr y;�. '• yk" k ;yiA it ,✓�y, p'"r ^. �r,"e.,4r tr �c+ ts-i•--,:-.`�. 4 '.d ,{x - i. � < �x {ti° ping 4 t/t�. L "•-�.x "a ..,syr" ,trf. .X aa' mow,l i* ` -v, 'Ut 4' 'r i' t +...«,,.r% �„e?13 Y:,,x•l 4. .t ,r'yti.h` is s gY •.3C.i`C.:rµb :$ 1 4 V_ A: ",meA and�6ae54 Wleetn.' , ' ra, �nc. 41 West 2nd Street A tlaniic Beach, 1,1, 32233 904-241-9051 904-249-0703 April 18, 2002 City of Atlantic Beach CIO Don Ford Building Official 800 Seminole Road Atlantic Beach, Fl. 32233 Mr. Ford, We are requesting early power for the Mike Bugg residence a 04,1 Mn)$lvd.dsqr* ermit# 22671.For the purposes of providing power to the heating and AC units. This will allow the flooring contractor to proceed with his work.All electrical work not completed will be secured for safety. Thank you, ,Ne"EL"Elt 0 Alex S. L' baugh Master electrician ER 8880 11+1'E 295 .; _ C,f Ac L� . CITY OF ATLANTIC BEACH MECHANICAL PERMIT j, 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION -- — �� L4GATIt7N WF.ORMATION� ____-- Permit Number: 23196 -� Address: 1120 OCEAN BOULEVARD _._. _- Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: ImImprov. Cost: _ P _. _ QV INFORMATION ----.- Date Issued: 12/21/2001 Name: MIKE BUGG Total Fees: 25.00 Address: 1120 OCEAN BOULEVARD Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 1, Date Paid: 12121/2001 241-2428 _ Work Desc: 2 FIREPLACES CONTRACI'E?R r {s t1ON FEES FERRELGAS L. P. •: 25.00 SFr Irk, J' j ROUGH MECH z ' 81 � K + d C. NOTICE f CTION - — - BUILDING MATERIAAL, R -Y IS { :1 11UST NO �•`- BLIC SPACE,AND MUST BE CLEARED f "FAILURE TO COMPLY W LT IN THE PROPERTY OWNER PAYING .rt ISSUED ACCORDING TO APPROVED PLANS ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LA i I� I i $25.88 14 ATLANTIC BEACH BUILDING DEPT. Date: 12/21/61 el Receipt: 8821525 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC s"CN,PLORIOA APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, 11, III, and IV. .LOCATION Str.•t Addruu``�ti Q A l OF In Hruaflnq Slr•.lu I•h..• And IUILOING S.6-dl.bbe IL IDENTIFICATION —To be completed by all applicants. 1. eonrid...fie• f pomil given (w da:nq 1h...o.k •. d••arib.d I Ih••6e.. ,1.1•a.nl �. h.r•6y •q... to pw(orm .Jd.wk In ....d•n<. l , the •If.chVd PI... nd Pur h•..rl -I in .eea.d.•<. ".ilh sh• wily o!J.ck.-il(. wdin..C.• end '1-1-4. of geed.pncflc. li Ihw•in. New• el 61•ah..leal �� Cenbwfw. GeMeeler(rrinfl M•,f.r ©� N-4 rr.s.rty O..w Stge•frrr .f O..•r Sign.lrr• e! w Arfhwlud Aq..l - A.•6ii.o} •r Engln••r Ill. GENERAL INFORMATION A. Type e/heetlnq fuels 8. 15 OTHER CONSTRUCTION ■LING OONE ON ❑. ElMrie THIS BUILDING OR SITET ❑ 6.■_-❑ U ❑ N.terel ❑ C•nlrel Utility IF YES, GIVE NUMBET OF CONSTRUCTION C2 Og PENMIT ❑ OMw-Speelfy 1V. YfCMAN1CAL SQUl►►II1fT TO II INfTALLM MATURE OF WORK (rrerid.ees,piefe lid of t Pslenit eb beel•f Mi■fess) Ill Resltlenllsl or ❑ Commercial ❑' Neat ❑ Speer ❑ Rece.eed ❑ Ceehel O Row ❑ New Building ❑ Air Crnddteninq: Q Rees. ❑. C•elrr4 ❑ E]dsttno Building - ❑ Orel Sy■Mns Mefrrid Thkk-.- ❑ Replacement of existing system M.Avewn e.p.clty, ❑ New installation(No system previously Inelalledl ❑ tsfrfgel m- ❑ Extension or add-on to.Aisling aystem ❑ Other-Specify ❑ Coe1Gq leo-: C.pedly ❑ Rev eprl.hl.nr Nr-6.r 4 )«d. Q E--w Q W-MiR Q Eec.leM (erwMr) THIS RAC* FOt OMICA US&ONLY .a.ISerllae pe-p•- O.•T..l. )ere. 1 / Rwwerb■ ® LlG oeehllarelberl ❑ Usflnd pe.rre"..I ... . - ❑ Rellere remul App el ❑ 0*--•SPeetiy rennil F. LIST ALL EQUIPMENT AM CONDITIO!'ONG AND REFRIGERATION EQUEPHENT P1lanberUISHA Desdequon modalKuMber maautaoOasser Cir .►g`o.;a IXATING FURNACES, BOILERS, Fi AP"CES 7 A�ptvr mu"ber Naha Deearlptim model Mmber ]te sutaabu or C=1 Jidaf TANKS Now X-Y Nowltnei Capeelb TY"Lgt+W Name of Serial AFp via sad Dmr,mdaw Contatnd mammbwtm�se No. At�7 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 LOCATION INFORMATI ON PERMIT INFORMATION — - Permit Number: 23359 Address: 1120 OCEAN BOULEVARD Permit Type: SWIMMING POOL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number-' �— _, Improv. Cost: 10,410.00 _ OWNER INFORMATION___ Date Issued: 1123/2002 Name: MIKE BUGG Total Fees: 97.50 Address: 1120 OCEAN BOULEVARD Amount Paid: 97.50 ATLANTIC BEACH, FL 32233 Date Paid: 1123/2002 � � + PWn604)241-2428 _ Work Desc: SWIMMING POOL,-,-vz _ r CONTRA__CTOR S t ATION FEES -- -- — ----- POOLS BY JOHN CLARKSOI�I " n zt, �', I"I" 97.50 i i r x Renu C _ __. K — . . NOTICE - OSPECTION.�UST-BE REQUEST)=E?`AT LEAST 24 HOURS P ZIOR TO INSPECTION _ T -- - _--� - - - — — BUILDING MATERIAL, 8613 1SH AND f1EBRIS FROM THIS WORK MUST NO PLACED I��PUBLIG SPACE, AND MUST BE CLEARED UP ANo HAULED A K. -y BY ETCHER Ct)NTRACTOR C?WNER " FAILURE TO COMPLY W(�H '!'I G�NST lt# � L I Al V STILT IN THE ; PROPERTY OWNER PAYING .-._-.. __ __- -;dr5 -� .. 'ky,, •ag,Y'. '314"'"' ^+�." .. 7p ••. ' ISSUED ACCORDING TO APPROVED PLANS IS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i j ' I '' R ; .• f97.SB iii ht BP �B : 1/Z3/ 91 Rectipt: M35 . � ATLANTIC BEACH BUILDING DEPT i ---- ECEIVED 'AN' 2 � CITY OF ATLANTIC DDACII Q4 of ttwntlC Beach APPLICATION FOR POOL PERMIT 6uildi,ng and Zoning Jou Address 11do oCeeln 23/tea/, Lot P Dlock 0 �� Subdivision Owner /�i!►t�1 ate f/U. t/QG Address ljc)a o (w 131,ld. Contractorn b ii # �OD�S 0�►'1 l �a►-ks.OY)�_ Address (,3897-N I&O- . t31vo(. s%a(' ��s�sL,'l�e. EL 30900?y License Number CPO, 60 Valuation $ �Qf S/jp. Gallons l gyp© SITE PLAN iron t N N N ID . rear ' &,4 .i rte: Signature Owner Date Signature Contrac Date CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 '— TELEPHONE(903)247-5800 . +.a.� FAX(904)247-5805 BUILDING PERMIT APPLICATION REQUIRED SUBMITTALS Each application for building permit must be accompanied by two complete sets of plans, including a detailed site plan, indicating location of utilities, parking, size of yards, setbacks and other data as required by code and/or the building, zoning or community development departments of the City of Atlantic Beach; one set of Florida Energy Efficiency Code sheets(on new construction or additions of 500 sq.ft. or more); a recent survey of the land for new construction and additions; and a tree survey or letter cetifying no trees are bn property. APPLICATION CHECKLIST t��. Building Application Form ✓2. Two complete sets of plans including detailed site plan- Four if commercial ✓3. Recent survey, Including tree survey or letter certifying no trees are on property ✓4. Owner/Building Affidavit(required when owner acts as contractor) 76. Energy Sheets . Notice of Commencement TIME REQUIRED FOR PERMITTING, APPLICATIONS ARE CONSIDERED IN THE ORDER RECEIVED SCHEDULED INSPECTIONS Requests for inspection are taken from 8:00 a.m. until 4:30 a.m. Inspections are made the following working day; please specify a.m.or p.m. inspection. When calling in an inspection please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up (framing, rough electrical, mechanical, plumbing call for cover-up on building, use building permit number and reference other applicable permit numbers (electrical, plumbing, mechanical and building, etc.) 5. Insulation 6. Final Inspection 7. Drainage Inspection 8. Finish Floor elevation survey/Certificate of Occupancy BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to.uncover any work that has not been Inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of$15.00 is charged for all reinspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowners association. CITY OF t 1*(4 tla TCaC - &Uda 800 SEMINOLE ROAD ATLANTIC BF-kCH,FLORIDA 32233-SW PROPERTY DESCRIPTION TMEPHONH(904)247-SM FAX(904)247-SMLot # o? , Block T Section # Subdivision: AA `11 Street Name DESCRIPTION OF WORK or Address : '91td. If in a FLOOD HAZARD Flood Zone: area complete page 3 . Brief Description Class of Wo k: (New/ Remodel/Addition: ZONING INFORMATION Type of Construction: aod Zoning Proposed District : Use: Estimated Value $ /® �/� °a Exceptions or Variances Materials : Granted: Solid or Filled Ground:_____Roof • Method of Heating: OWNER INFORMATION Property Owner: *i��gzjl IAJ. AvQQ Phone: c)7g9'3L/70 Mailing Address0 Zip: 3.2-23A CONTRACTOR INFORMATION Contractor : oolb _Phone: .2-23- (*S-0 Mailing Address : ,` -- Expiration ` License Number : (`,DK, Q�J9S�ii� Date: > /0�_ 0� - I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND K14CW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH , WHETHER SPECIFIED HEREI:+ OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES . REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING C: CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY . I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS EQUIR _02- Owner Signature L` Date Contractor Sign e Date 04,°^3/98, 09:S7 1�'1C 1 1101 °47 111231 Ili It I' foto u VI.Mco rortu+as nA 1/:1 LAWS nnru .. S MIN. FIETURI T PWONE# aftrr rxtx�t rt�Crit�eYtt S O rs...ee tN.u.ue..n00 03�-► AGE a TO fa4i= it m)ig concern: The undersignod hereby Informs all concerned that improvements will be ads to certain real property, and in accordance with section 713.13 of the Florida Statutes. thh followin NOTICE OF COMMENCEMENT. �'y/ // Oeseripdon o1 property SSSS..LOf....�f.. f��1e k..(.V... 4i4-r��..t�roA...................... �lV fla.v. .. � .M,.f;.. /✓std............ ...........`..'........................... ...................... ................................................ ......................................... General description oflmprovemsnu ...L5W!lYM1 �.,. 11Ql.. ......................................... ...................... ...............................I................. ......................................... j Owner....MAW v � Q . ......... .. f� S'SSS ........�..........a.......�......... Addis H ........a4 � Owner's Interest In sitelof the improvement ........................... ........................................ Fee Simple Title holder (if other than owner) Name ............... ................................................. ......................................... VAddress .............. ................................................ ..................................... Contractor John ......................... CAddress .. J:1q7. i....�..... .�! .�..........�1'`e!`5l`!lv��/.��.4.K.. a .l.............. Surety(If any) ....... ..... ........................... .......................................... �{ Address ............................................................... .......Amount of bond S Any person making a loan for the construction of the Improvements: Address .......... .t................. ... ....................... ............................................ t � SSSS. .............. , I I Person within the Stat r of Florida designated by owner upon whom notices or other documents may be served: Name ................ ............................................... ........................................ \y M,+ l� Address ............. ................................................t..........................I............... -� In addition to himselt, owner designates the following person to rgceive a copy of the Uenor's Notice as provided in Section 713.13 (1) (h). Florida Statutes. (Fill In at Owner's option). Name ............... ................................................ .......................................... Address .............. ...................................... ....... ........................ (� THis SPACE FORRECOROER'S USE ONLY t ......�............ .y.................... Owner and subscribed before me this .1 ........ DOCK ...,. � � 943,3worn to s Pa e: 520 ..day of 0.11 Me: SSSS .......,. Filed 6 Recorded 0002 09:24:11 ANFULLER ]IM FULLER CLERK CIRCUIT COURT Natstr61k,. = DUUAL COUNTY TRUST FUND $ 1.00 COPY FEE f 1.00 %vatttiacion CCS.. CERTIFY $ 1.ot � t,.ies Juni 13,2004 RECORDING 11 5.00 04,"3i98 U9:;I7 I'll" 1 901 �'47 li�,;ii .ul\ nI It I MM a _. X AMCo MORN•as nA III:)u,.%pp��``��ss ee$g(I)Ill.)}U ,r PHONE# Tow fit r xvtt0 03� ��.+ Seo U.at•.Ra IN suPU..,ar,` _O�AGE�„; . QIu fnl�orn it mud cotuern: The undersigned hereby informs all concerned that improvements will be_Made to certain reel property. and in accordance with section 713.13 of the Florida Statutes. thh foltowin s NOTICE OF COMMENCEMENT. { /� `u{ ,(/Jj // Descriptlonolpropartr ...... t.1. .. F.. 1I0Ck...f.J....r.0 S.c ?.�.` .. 1c{� t ...................... w/\l ..i - . ............. .......... ....... `r ...................... ................................................ ......................................... General dater iption of Improvements ... ." �YI11/alrj... i'. .. ......................................... .......... .(.............j......,............................... ......................................... jOwner.... Ei�t7� 1..,. ....(C.�f .................. Address ..1.�:7� .... V{. ....4t�/ .......... �LE!^�' .'.� lti 'tn f.f ... efa�°�. ........ of the improvement........................... ....... Owner's Interest In sits, Fee Simple Title holder (if other than owner) I Name ............... ................. ............. Address ................................................ . . ..................................... ., Contractor..s / ff .4s!•tl'l� �t 3.....t 4:' 2... f.. f i., 4!t4 r M:�� ...................................... CAddress ..� ? .�(.... si{� .. !!` . .... S !�?G??1.11�t. .? .. .f.............. Surety fit any) ....... ................................................. ......................................... V ,j Address ............................................................... .......Amount of bond S �} .I............. I'`, Any parson making a loan for the construction of the Improvements: Name .............. ............................................... ................... \ �cA Address .......... .i.........................I....................... ........................................ V N 1 i Person within the Stat I of Florida designated by owner upon whom notices or other documents may be served: 9r til Name ............... ............................................... ........................................ In addition to himself• owner designates the following person to rViasive a-copy of the Uenor's Notice as provided in Section 7+3.13 (11 (h). Florida Statutes. (Fill In at Owner's option). 1 Name ............... ................................................ ........ Address ..................................................... THIS SPACE fox RECORDER's USE ONLY p/ j i� _ I s✓^i Owner Doc# 20 Sworn to and subscribed before me this t ... 94,33 17ook. Ig day of...kat s 1. �r°�.�.;; Filed A Recorded s7y01/22/2002 09:24:11 AM FULLER f _ i ............... Jli7 CLERK CIRCUIT COURT Nataty,f uYSe�i� DWAL COUNTY TRUST T FUND # L 44 "_ � t_;• ;.Arflt+cston C Jan 17 02 04: 09p Building Department 904-247-5805 P• 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING L7-5826-FAX: 247-5877 gppSEMINOLERgAD-ATLANTIC BEACH FL 32233 TEL:, �'"""• E F RMATION CATL N lNFC3RMA'I'O ,-; , _•;�;�., Address: 1120 OCEAN BOULEVARD Permit Number: 23315 ATLANTIC BEACH, FL 32233 Permit Type: TREE REMOVAL Range: Book; Class of Work: NEW Township: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: 77 Est. Value: Parcel Number: Improv. Cost: (?WNER:'INF�RlWA?I N, ^_ Date Issued: 1/14/2002 Name' MIKE BUGG Total Fees: Address: 1120 OCEAN BOULEVARD Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: Phone 904)241-2428 K ON SITE MITIGATION Work Desc: TREE REMOVAL P FSB 3� WLt IN FEES' PROPERTY OWNER V 1k <1 S7F f. S.•.• �.7' WYE _Lu .. "��e� f� lyY��s 5 w'44,J,+•,'8z '. ^'.rrro y' L tt- _`•i + },t-•�,, r ?+,'s+�; 'G.,M .t'Y"a ,. a ��Y'j. NOTICE 1 1rC? T 1 �a� 0 � IK(`a CTION 4M♦...... BUILDING MATERIAL,` $ �' IFROi�+t:THtStORk�{11IUS N¢'F'B I"fl>fA� BLIC SPACE,AND MUST BE CLEARED UF" #AJk Ay.SY' IT.MfC4 BACTO.R 4• . }' a 2. ; `.�`r -y. `a!d^.?,,' .' �a I(,�;��" '�'h w Y :.'r -t�1's.'', "FAILURE TO COMP L f" f �' �1 ' tG1N L TIN THE PROPERTY OWNER i�AYI Et R ISSUED ACCORDING TO APPROVED T 1' IT AND SUBJECT TO-REVOCATION FOR VIOLATION.OF APPLICABLE PROVISI 0 A •NTIC BEAC BUILDIN EPT. I I ,oFF 'Pool- 'Pool- O4`S\ZE� $16p sq,F t. --'"'-- EVER: Pop\..PER\M 2pp sq-ft' SERE•{ViN — Ogg to be ARS' ppp Sq.Ft i P pcox\mate by pec ARS: \ P FDNC oaktowon DESK \ O (D*-- \\ Bench inateg• o - ratalot, �400-�cdo*su PcPE'p�i en1s �\\ 5 R- PECK yp�cim�' c�s+►af n�s�,t5ft_ ata sio mus eAilir4 c� a to je*c� 9 petmaint \ t v \ =n \ t� i \ �U 8tva \ 1 AO \ \ 1 MAP SHDWING BDUNDARY SURVEY DF, * LOT 2, BLOCK 44, ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 64 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA; BEING THE SAME AS LOT 1, BLOCK 44, AS SHOWN ON BUT NOT INCLUDED IN, ATLANTIC BEACH, AS RECORDED IN PLAT BOOK WPAGE 1 OF SAID CURRENT PUBLIC RECORDS. OCEAN 90LIL EVARP SO'R/GNT OF•/✓•4 Y f47ava��mew X00 fOaND si w/RO P/PE �AC,N670t)0.�'E.lIT.:: fo. 00 LB /0¢81 LAJ OR/VE;' .; G'1J00p FENCE F[0/✓E� �� ' ll� BEo 7.9• OKI 1.0 r 3 FOUND�(T/ON �, LOT/ BLOC.�.�4 \ I BLOC,f lV L6 L arm FENCE ww ' -dais.9k i \ i , I squ i wr.YwMw Yaw 1 i , i i us us , ;v o ill 19 Z All?W �r Y..wi.Y wlw MO I 0.3 /0./-' r .. — ---------------- ------------------ JET /XON P/�E x j' I J NO y PLAT 600,e If, A44E G/ NOTES: 1) THERE IS NO BUILDING RESTRICTION LINE SHOWN ON RECORD PLAT, THERE ARE RESTRICTION LINES BY ZONING AND THERE MAY BE EASEMENTS THAT AFFECT THIS PROPERTY THAT ARE RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. 2) THIS PROPERTY LIES IN FLOOD ZONE "X" WHICH IS THE AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD -ACCORDING TO FEMA FLOOD MAP REVISED 4/17/89, COMMUNITY-PANEL ' NO. 120075 0001 D. i PXEfAREO fox me BEXEF/T Of; a UIVIAEL W. 61144 Vef 4Nf/DE SANK ZJ(DURDEN ' LAND URVEYORS LB 3672 - DONN W. BOATWRIGHT, P.S.M. 409AUE&Y LB G6 kf' FLORIDA UC. SURVEYOR and MAPPER NO. LS 3295 1103 SOUTH THIRD STREET DATE. JULY 24, Z00/ JACKSONVILLE BEACH, FLORIDA 32250 SCALE: /yr ZO (904) 249-7261 FAX (904) 241-1252 THIS MAP OF SURVEY IS NOT VALID UNLESS IT IS SIGNED AND HAS THE ORIGINAL RAISED SEAC+OF A FLORIDA LICENSED SURVEYOR. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Address: 1120 (OCEAN BOULEVARD Permit Number: 23315 ATLANTIC BEACH, FL 32233 Permit Type: TREE REMOVAL Class of Work: NEW Township: Range: Book: Lot (s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: Est. Value: Parcel Number: Improv. Cost: it ,0' N `Fi.tNF MFL rfDate Issued: 1/14/2002 Name: MIKE BUGG Total Fees: Address: 1120 OCEAN BORDAmount Paid: ATLANTIC BEAC2233 Phone 904)241-2428 Date Paid: TREE REMOVAL PER B K ON SITE MITIGATION Work Desc PROPERTY OWNER ' , k'�'ry"f K �G,.c"�.'1K¢r',� fit• Y�, h'�4 � y�Z G �,�"`�;rvwtir;':�,,. y.�.s,r�'mvu�;�'zVi3,:,t'.•r,�, x„'y°"'-;a; xr s' y+.'* i �i '3� n��7S'F ` '.r'' NOTICE CTION BUILDING MATERIAL, ~ its } I�FTB# il�fiQ# K IT 1a"� » CEO ELIC SPACE, AND Iv MUST BE CLEARED UFS, #A AY BY EITJ�# CTQ.R OR � "FAILURE TO COMPL 4 IOI L T IN THE PROPERTY OWNER I�AYI ISSUED ACCORDING TO APPROVED T F IT AND SUBJECT TO-REVOCATION FOR VIOLATION.OF APPLICABLE PROVISI A NTIC BEAC BUILDIN EPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 `q ��, , ,. , _ .....: fJCATI:OE .IItEt�111. T. Permit Number. 23315 Address: 1120 OCEAN BOF L322 3D. Permit Type: TREE REMOVAL ATLANTIC BEACH, Township: Range: Book: Class of Work: NEW Lots : Block: Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: Parcel Number: Est. Value: �,': IZ.IN TYOe ;: Improv. Cost: Date Issued: 1/14/2002 Name: MIKE BUGG Total Fees: Address: 1120 OCEAN BOULEVARD Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: Phone 904)241-2428 Work Desc: TREE REMOVAL PER B K ON SITE MITIGATION PROPERTY OWNERT 9 4 tF�4`S x 'F a' 1. b n .. NOTICE 'I~I " 1 � �. R$ 3#NS CTION BUILDING MATERIAL, iF THt 'III�ttI .IltST DEQ{ BLIC SPACE,AND MUST BE CLEARED ` fJf L I T 1N THE "FAILURE TO COMPL PROPERTY OWNER OAYI ISSUED ACCORDING TO APPROVED �uN R. "f - IT AND SUBJECT TO-REVOCATION FOR VIOLATION.OF APPLICABLE PROVISI A NTIC BEAC BUILDIN EPT. j• • CITY OF ATLANTIC BEACH i TREE REMOVAL APPLICATION I I , All applications must be submitted yjtb seven M coRies and received hX 5 PM onthe Friday ten (I U)dUs prior to the scheduled meeting in order to be placed on the agenda *INCOMPLETE APPLICATIONS OR .INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1•.m.1 �1 a(- 516 , Sri ru± A+Ian� ' APPLICANT NAME ADDRESS TELEPHONE 2. 0cerLn 16`�iA. A-Ara��kc, hoc q l . ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3.REASON FOR PROPOSED TREE REMOVAL: S W !!M ejty L _ I M 9-7/S L.(.A-1 'T I 0 1►� 4. HAS THIS'SITE BEEN TO THE TREE BOARD BEFORE? O YES NO 0 NOT SURE 5. PROPERTY ZONING: XRESIDENTIAL O COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAMETER MITIGATION INTERIOR EXTERIOR �tve O - Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference aud divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured Immediately above the forks. See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hill's and low areas. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height of six inches or more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an"X". fl Trees to be preserved on-site for mitigation must be marked with brackets g) Location,size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: a) ,All trees identified for removal MUSI be marked on-site by J=flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging,paint or tape. c) The front property comers must be marked by stakes or paint indicating.the Lot: 9. APLLICATIQNS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23,ARTICLE H, TREE PROTECTION,AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. App.icant's Sign&= Date Owner's Signature Date CITY USE Tree Conservation Board Chairperson Date �COKK Te IDOL 'DECK. ® �, 777 MA • I } ,. h V r N F-w r'oo T PIZI N=T I h� (; }•�, 0 u k S164h wru•" X ' t .. 5Laft.cum A F S{ NP rl • n / i ,ut / I , D CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminoie Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT - LOCATICN INFOR1TION `' -- PERMIT INFORMS ION — re Adds QGEAN BQULEVARD 22671 FL 32233 ATLANTIC BEACH, Permit Number: IPermit Type: ELECTRICAL Township: Range: Book: Class of Work: NEW Lot(s); Block: Section Use: SINGLE FAMILY Subdivision: Square Feet: Parcel Number: --- —__� I � Est. Value: OWNER INEpRMATION __ —L Improv. Cost: g/13/2001 Name: MIKE BUGG IDate Issued: Address: 1120 OCEAN BOULEVARD I Total Fees: 50.00 ATLANTIC BEACH, FL 32233 Amount Paid: 50.00 41-2428 Date Paid: 9/13/2001 ."._,"Phone: _ _Work Desc: NEW 200 AMPIIPH/4VIll24p ER RU1/AY LICATION_FEE '`--- -- _ CONTRACTOR 50.Oo f P R IT BROOKS & LIMBAUGH ELECTRIC A R Y }k I I P r t `a i r r ` Y u NOTICE - INSPECTION T BE RE ST 24 ED AT LEAS, HOURS IQ `TO.IISPECTION II RL76BISH ANb4�EBRIS FROM THIS WORK MUST NOT 6, MATERIAL, . `ILACEQ'IN UBLIC SPACE,AND BUILDING MUST BE CLEARED UI�_�N k1LE�' WAY BY EiTME��GC)NTRACTOR OR, ER `. A RE LT IN THE "FAILURE TO COMPLY�IJ�TH"T 'CT� PROPERTY OWNER PAYko' IIF FOS .LDlI+I ,I Pl ° RMIT AND SUBJECT TO REVOCATION ISSUED ACCORDING TO APPROVED PAN FOR VIOLATION OF APPLICABLE PROVISIO I 'i i _ 9/13/9181 Receipt: flMIA ATLANTIC(" EACH BUI DING DEPT. Date: � y, 9919e993a�1899 A - CITY OF ATLANTIC BEACH, FLORIDA Approved Dy APPLICATION FOR ELECTRICAL, PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACIIED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WI H THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELEC RICIAN GNATURE JOURNEYMA NAME _ ADDRESS: 8161d'l RFD BOX V BLDG. SIZE BETWEEN: RES. APT. ( } COMM. ( } PUBLIC ( ► INDUS. ( I NEW ( 1 OLD ( ► REW. ( ► ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( } SO. FT. SERVICE: NEW (C-►_ INCREASE ( 1 ! REPAIR ( 1 FEE CONDUCTOR SIZE o AMPS � COPPER ( ► ALUM. (K SWITCH OR BREAKER !2QQ AMPS G PFI V W d(laOLT ACEWAY EXIST.SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN _ TOTAL O.30 AMPS. 1 3L._100 AMPS. SWITCHES1[I, - INCANDESCENT FLUORESCENT & M. V. ��- FIXED 0100 AMPS. OVER APPLIANCES ^_ _ BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL IIEAT: KW HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I II.P. VOLTAGE PIIS MISCELLANEOUS TRANSFORMERS: UNDER 60O V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN _ FORWARDED S -- TOTAL FEES 06/20/01 22:35 FAX 9042499191 COALSON/COALBORN\ f�J01 PRO NE03±1-7-4-7c' $o'ol:. 10038 Page 1568 _ Ioafct i W0945 Pt�ee: 15� a ' Fi1ed 1 Beno?" JIN n1 EIAt'01 iltis:31 NOTICE OF COMMENCEMENT C1l ( tIN VIT CMM IIIArp. MW IT TAWT F A i t AECORBI X16 f TO WHOM IT MAY CONCERN: The undersigned hereby informs all concerned that improvements 41 be made to rtain real property, and in accordance with Section 713.13 of the Florida ;0titutes, the fe wing information is stated in this NOTICE OF COMMENCEMENT. Descriptio of Prog`erry Lo-t 2 I 4q %C. t i e a 1.► Ir �, - QWrVh PA _, General Description of improvements ` ti n I S} ►.r)!L Owner ,Z Address.—' 51L, _ Owner's interest in site of improvements: l.1is z �3 Fee Simple Title Holder(rt othQc owner) Name Address r-�e,r oatso� p 54-1 Address — i a r Surety (if any) Address Amount of fiord :b Name of person within the State of Florida designated by owner upon wium noties$or ther documentWay be served: NameYoko r ►� C f r \ten-, t� � �Oc�lS�n .�D�n�1CS:c; 1 Address �, �t ' - . 1 r� 1 -Ach .-41 In addition to himself, owner designates the following person to receive 2 cnpy of the Le ors Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Ovrniies option). Name Address: Sworn 1D a'. �ftpj� • ry bi(fbe oils:me this � day of _. '"� , `o . _ W oct1► Notary Public CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247.5826-FAX: 247-5877 PERMIT II�iFOIN1AtIt3N: L€ A'IOl.1IFORMATit}N Permit Number: 22519 Address: 1120 OCEAN BOULEVARD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: ,R 01FO - " Date Issued: 8/20/2001 Name: MIKE BUGG Total Fees: 51.00 Address: 1120 OCEAN BOULEVARD Amount Paid: 51.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/20/2001 Phone: (904)241-2428 Work Desc: INSTALL MVAC CC1ITRAOTOR(. .77, IOIEI S LES' HEATING AND AIR PERMIT 51.00 ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. Ohm 14 Date: 8/28/81 81 Receipt: M82729 17995 MINN3221M BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC XA.../LONIoA 3&133 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMSEA IMPORTANT—Applicant to complete all items in sections 1. II, 111, and IV. 1, LIX.ATION St-.1 Addru.t % OF I■Ivwailwq Slr.011 t.L..n And IUILOING ll. IDENTIFICATION —To be compiated by all applicants. 1. c•w.id<.•fio. d p.rmif qi..n fo. d•i.q 16. --i sl d.reri6.4 16..6••. 0.1.-1 ..6...6y.q— 1. p.4onw ..Id.•d Iw.....J.- 116 t6• •N.chsd pl..' ..d �p.ei(lu flan• .6ia6 ... • p..r 6.r.al ..d iw .eso.duc•.:16 16.City of J•eLan.iB. ardlw.nen •wd .f••d.rd. of qa■d.pr•aHe. lid.d 16.r.in. Gwb..fv (lrlwfl New .i Ir.p+rty O...r Slq..f■n ./O...r Sigw•Irr. <! w Arl6wlad Aq.wl M<6iY.aY ar E.glw.•r eo 111. GENERAL INFORMATION^' 8 � 6 13 OTHER C13N3TIIUCTION NKINa OQM 8.ct.ia TN13 aUILDINd all SIT£7 / V ❑ Q..—❑ U ❑ N.N-I ❑ C•rtr.l Utility (� If Y£3. CIV£NUMata Q!;1I 1. ❑ OII ❑ 0AW— sp—ify IV. 6111CT1 mr-AL DpUlpt smT TO ss INSrAuw NATURF WORK l/ a•w.pht.lid of ea,•ponawh.d"of thl.F-- pe ■nl{&I or Q Commercial Nsat ❑ Sp.0 ❑ !t<r.•.d ?f-C mml O A•.r N•w 9u{Idlnd Al,G,dlf(.rlwq: ❑ t•erw Gw/n{/ n / ❑ Ulating cult of . em� ❑ R• e •nai•sl■UnQ qr■t■m M.d�rrw c.p.dh 6��/C) N■w lnallllatlaq(Na ayt•m prniausiy{nrtlli.d) �I C3R•iri*.wH« 4L--- C3 Ect•ndon or add-on to■&1■Ilna■ysl•m ❑ Cwllrq N--- Gp.clty ❑ Other—3p•cjfy . ❑ Re■ .t 6aad• . ❑ 8-1.' R M.nlift ❑ f...l■1.a (■rw16r( THIS RwC! I■OR ORiCB USiE OHL7 Q..T•.ta- (arwrL.rl R—A. .. . ❑ LPG - ❑ ❑ P—A App.w•J UST ALL zqu7p zNT Ani tOtq MOMNG AND I&EFUGERATION BQUIPMHXT Mraeb.r that. D.■artDeLla xad t Number xaavla.tlar•r -iy MATING - PUMAM, BOILERS, P.MU'"Q3 Cap�■�b Number Usha Da art X24.4 wumb.r YAa»taatus'ur $IZ7) TANI3 )!.w w-my Naa>rmal CaPaib' T"4 LJ4utd man"*f 'LPP`�"in and Dhseodana cantAta.d 3calcatadtm••r No. �im7 CITY OF ��i°crutic �eacl - ��iCdct 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 DATE U / JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re Final Ele trical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincere ATLANTICEACW BUILDING DEPARTMENT I j CITY OF ATLANTIC BEACH ll DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5626-FAX: 247-5877 PERfi IIA�N LOX TION IIC "iIVIATION Permit Number: 22262 Address: 1120 OCEAN BOULEVARD Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: I Est. Value: Parcel Number: _ Improv. Cost: 300,000.00 _' _ fER IN _~MA GII Date Issued: 6/29/2001 _ Name: MIKE BUGG Total Fees: 1,840.00 Address: 1120 OCEAN BOULEVARD Amount Paid: 1,840.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/29/2001 Phone: (904)241-2428 Nock Desc: -SSINGLE FAMILY RESIDENCE ADDITION REMODEL C '1 RACT PLICTIOF FE PETER COALSON PERMIT--%- 1,626-0-0-7 WATER IMPACT FEE 220.00 s NOTICE-1SPECT161 'sT BE REQUESTED AT LEAST 24 HOURS PRIOR'TO"'INSPECTION BUILDING MATERIAL, RUBBIS)4,' 'DEBRIS FROM,THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED`-UP AND HA CO AWAY BY EITHER CONTRACTOR OR OWN50 "FAILURE TO COMPLY WITH VF,CONSTRUCTION LIEN LAW RESUL N THE ERTY OWNER PAYING T��OR BUILDING IMPRO. 'ENTS" ". _ ..»-� I ED ACCORDING TO APPRL3VEfl�AW WH SIM-PIMP M SUBJECT TO REVOCATION OLATION OF APPLICABLt SOV NS , LA W. ., 40 �. AIWI r• t4F TIC BEACH 8 DING DEPT. Date: 7/18/91 61 Receipt: �l17�law 14 99191193c''21999 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET AASH+Tick Address nl /� , .s �-- E 067C Date 4 ` ?- Heated Square Footage � 4 @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ MOO Total Valuation 1st $ /08 4000 Remaining Value $ .C�" per thousand 04 portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ S-3 [7 (,')L) Fireplaces @ $15 . 00 $ 3 b BUILDING PERMIT FEE $ / ,/. ) e,% WATER IMPACT FEE $ �%LO 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 $ Y C/ ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: �//__ ��,,� /nC�ITY__O//F /��,.�� _ 4&4o%KC l3PacA-44itu-c& Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time ;3A. Received /.M. Job dress ocality Owner'st� � Name Contractor BUILDING CO RETE ELECTRICAL PLUMBING MECHANICAL ""FrdrntfTl�"`� ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insul tion ❑ Lintel ❑ Final ❑ Sewer FLFirePlace ❑ Pre Fab READY FOR INSPECTION A Mon. Tues, Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector 6" Final Inspection ❑ Certificate of Occupancy ❑ c9-3 7 M Date l 4&4 /CITY OF Office of Building Official REQUEST FOR INSPECTI N Date i ( Permit No. Time A.M. Received / P.M. s Job Loc fity Owner's ` Na [ Contractor UfLD11VG� '� CONC E ELECTRICAL PLUMBING MECHANICAL 27J Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Stab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday �Z_ c/- o A.M. 15T PM Inspection Made PM• Inspector Final Inspection ❑ Certificate of Occupancy❑ Date 7 CITY OF Office of Building Official R UEST FOR INSPE N� `47 / Date ` e Permit No Time M. Received h P.M. © 1 A2 -kv Job Address ,-----�Lj�o-c-aliitty Ow er's Na Contractor UILDING ETELLECTRI,, PLUMBING CHANICA Fra mg Footing El Ell Wiring El Air o Re Roofing ❑ Slab EllTemp Pole ❑ Top Out � Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION a Mon. Tues. Wed. .� �/i Thurs. Friday A f4\ i A.M. Inspection Made 11,� r P.M. Inspector 1hZ1 Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH FLxcure Unic Worksheee for Wacer Impact Fee FIX'IVRE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DF~�aND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATE-R STSTi~!. I'ciE SLATER SUPPLY Cl.L RCE IS HZRE3Y FIXED AT 7;ENTY DOLLARS MR FIXTURE UNIT CONNECTED TO THE Clif WATER SYSTS:�. 3A77iA00M GROUP CONSISTING OF SERVICE SINK TRS° STAND WATER CLOSET, LkVATORY S BAT�j (8) TUB OR SHOWER STALL (6) l 0 WATER C;.CSc ' Wxr= CLOSET, TANX OPERATED (4) VALVE OPERzTEJ (3) © 3Ara;v3/SHOU7Es (2) 1 URZRAr WALL r :P ( ,) P Si?cvm GROUP PER HF.kD (3) _3 FLOOR op.A-:N (1) C) SHOVER ST.'.L.L DOMESTIC (2) LAUNDRY T '.: (Z) 1 LAV.ITGitY (i) r COu3:NAT.OV S:NK AND 77-Y (3) ,LWASHING N..lcalNE (3) POT, SCULL=R: S--111K (�) DISilwASEER (Z) WASH STINK EACH SEy 07 (z)SI � KITCHEN FAUCES (=)2 KITCHEN :t1C DE:t',:AL LAVATORY (1> r LITC3SIHX VI23 WAS= DENTAL UNIT OR CUSPIDOR (1) TCRIND E3 (3) 3 IIIIIE'i (�} URINAL STALL, WASHOUT (u) FLIISiiI21G xL'i SINK (8) CO2�'�INATT_ON SIN:s AND TRAY WITH FOOD DISPOS. ((,) URINAL. MESTAL. SY?BCN JET � DRINKING FOUNTAIN (1/2) BLOWOUT (Z) LkVA—ZOR:. IIARdER/BEAUTY `" ICE N..AKER (I/2) - S SHOP (Z) SURGEONS SINK (3) © LAVATORY, SURGEONS (') JACUZZI (Z) URINAL STALL, WASHOUT (4) TOTAL FIXTURE uNi7S3o.s-/g-% /l $20.00 EAc:i 2 0 JOB INFOR2iATION ZLy Q C 6 t:� AJ � L�//�� u 2 ? � CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL,ADDITIONS, OR ALTER4 TTlgN , Atlantic Beach MOVING, DEMOLITIONS Duilc,ina and Zoning Owner(s) m I Job Address Phone a Ll I - a 43 Lot#a Block or Unit# `� Subdivision Contractor C x�S til l_��Gn-` ro C�rS, (o c State License# M `C a'� Address Say ��UT+h PiC5- S+, Phone a4(q -34-10 City_\6L) 6unU 10e, uC1 ch State �� zip 350 Describe work to be done Present use of building Valuation of Proposed Construction Soo, non. Proposed use ags 1n-y; 2 Is this an addition? AS If yes, what are the dimensions of the added space: ft.x ft. Will the added area be heated and cooled?y_€S New electrical (or increase) IWA SUthcE New plumbing fixtures? New fireplace? �tp--s- New Heat/AC? Yes SUBMIT THREE (COMMERCIAL)t�0 (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENVRGY CODE FORMS, NOTICE OF COMMENCEMENT,AND OWNER/ CONTRACTOR AFFIDA , I OWN R 1,131 S ONTRACTOR. 14 Signature of OWNER Date: Signature of CONTRACTOR Date STATE OF FL RID COUNTY OF CL t Sworn to (or affirmed)and subscribed before me this i day of JLkrYlk 2001 AS TO OWNER: Notary's Signature 1 nC(5)a t,J :1J V--'Personally known *yam* D Produced Identification %;T ,w,,,i8,2oo4 Type of identification produced Sworn to(or affirmed)and subscribed before me this day of L4-,Y W r, 200/1 AS TO CONTRACTOR: Notary's Signature I-W o1 o . r t I CVqaU CM+rO,Cif S; 'f1C 57" Personally known ` LMida my C*mnowlon 0063M D Produced Identification*Eq*eejum s, , Type of identification produced .'...nyW+'M•<kww:w,wuka'+{'�}eb5'b.WW'F!+�tie"M4'B.M,..A'.::.w.w...,,:r...rs.n« w ,:.... :. •:.•., .. S. MIN. RETURN . PHONE# qv Book 10038 Page $oc00 : 2100pp 50'345 s Page: 1568 Filed & Recorded 06/21/2001 11:18:38 AM JIM FULLER NOTICE OF COMMENCEMENT CLERK CIRCUIT COURT DUVAL COUNTY TRUST FUND $ 1,00 RECORDING $ 5.00 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. Descriptio Property Lr7+ 2 ► �)VCk �� , 9�Ct(1�1c. CQC�1+ �.ofQOct- General Description of Improvements . { «/� 5 F �� >7 S � � R—QM L Owner Address: 51 P S-t e '` 1 2 11Y:�. Owner's interest in site of improvements: Fee Simple Title Holder(if other. owner) Name Address Llric{*a. �1l'1 Craw �e�e� p�1s "CoactJr_ C©r,\�rsn �nkr 4',k r1 C. Address___c�a q 54 -j-(,,_� _Rf r<r F-� '� ( ---3 pa S U Surety (if any) Address Amount of Bond $ Name of person within the State of Florida designated by owner upon whom notices or other document may be served: Name k lel CC'�� „> l+ ac-�c�s 1 r)C . Address 5G A -\�v, lc_x r��+ �1— �� tCc I� �� I 5D ,?5n. In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name---- Eos- - P-) _on1c 6n l O(OScn Conrrau�-orS, InC , Address: n r .: � ; c 'fes .W �. c�. i _�1 �•. "Y. Swom tb•-a c rbed�e o barn this fit, day of x001 C� *b Mo• rcrrwV Notary Public FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Bugg Renovation A Addition Builder: Coalson Contractors, In . Address: 11x0 Ocean Blvd. Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI 32233- Permit Number: Owner: Mike Bugg Jurisdiction Number. 261100 Climate Zone: North 1. New construction or exi.:ting Existing _ 12. Cooling systems 2. Single family or multi-family Single family a.Central Unit Cap:36.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER:10.00 _ 4. Number of Bedrooms 3 _ b.Central Unit Cap:36.0 kBtu/hr 5. Is this a worst case? No _ SEER: 10.00 _ 6. Conditioned floor area(W) 3538 f12 c. N/A _ 7. Glass area 8c a. Clear-single pane 0.0 W - 13. Healing systems b. Clear-double pane 0,0 fe - a. Electric Heat Pump Cap:42.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 fl' _ HSPF:7.60 _ d. Tint/other SC/SHGC-double pane 858.0 fF b. Electric Heat Pump Cap:36.0 kBtu/hr 8. Floor types - HSPF:7.60 f a. Raised Wood R-19.0,380.0 fl' _ c. N/A b.Slab-On-Grade Edge Insulation,0 R�.0,192.0 W c. 1 Others 33.0 W 14. Hot water systems 9. Wall types a. Electric Resistance Cap:80.0 gallons a. Frame,Wood,Exterior R=19.0,875.0 W _ EF:0.82 _ b. Frame,Wood,Exterior R=11.0,1359.0 fV b.N/A c. Frame,Wood,Adjacent R=I 1.0,378.0 W d.Frame,Wood,Exterior R=I 1.0,0.0 ft_ c. Conservation credits _ e. NIA (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,2021.0 8' _ 15. HVAC credits MZ-C,M&H `. b.Under Attic R=19.0,208.0 fl' _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. All:Interior Sup.R-6.0,150.0 W _ M&C-Multizone cooling, b. 2 Others 150.0 8 MZ-H-Multizone heating) Glass/Floor Area: 0.24 Total as-built points: 37377.00 PASS Total base points: 38525.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this Ohl Sr o Energy Code. calculation indicates compliance PREPARED BY: I nn.Q Q 'L, with the Florida Energy Code. ' b DATE: Before construction is completed this building will be inspected for 1 hereby certify that this building, igned, ' in compliance with Section 553.908 ✓•1.�D compliance with the Florid o Florida Statutes. OWNERIAGENT: BUILDING OFFICIAL: DATE: d DATE: EnergyGaugedD(Version: FLR1PA 2.02) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1120 Ocean Blvd.,Atlantic Beach, Fl,32233- PERMIT#: 7 BASE AS-BUILT F PEs. onditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 3638.0 33.06 21060.6 Double,Tint SE 2.5 10.0 15.0 34.32 0.88 454.7 Double,Tint SE 2.5 10.0 20.0 34.32 0.88 606.3 Double,Tat E 2.5 30.0 21.0 33.76 1.00 705.8 Double,Tint NE 2.0 10.0 20.0 23.92 0.95 456.1 Double,Tint NE 2.5 10.0 15.0 23.92 0.92 330.3 Double,Tint N 9.0 9.0 100.0 15.78 0.71 1121.6 Double,Tint N 2.5 18.0 20.0 15.78 0.99 311.1 Double,Tint W 2.5 10.0 100.0 30.99 0.91 2830.1 Double,Tint S 21.5 10.0 40.0 28.87 0.45 516.4 Double,Tint S 21.5 9.0 10.0 28.87 0.44 127.3 Double,Tat W t2.5 10.0 120.0 30.99 0.48 1776.9 Double,Tint W 12.5 9.0 20.0 30.99 0.46 286.1 Double,Tint S 2.5 i0.0 64.0 28.87 0.86 1581.7 Double,Tint E 2.5 8.0 26.0 33.76 0.86 758.9 Double,Tint E 2.5 4.0 6.0 33.76 0.65 132.0 Double,Tint SE 2.5 15.0 9.0 34.32 0.96 297.3 Double,Tint SE 2.5 15.0 13.0 34.32 0.96 429.5 Double,Tint E 2.5 15.0 13.0 33.76 0.97 425.6 Double,Tint NE 2.5 15.0 13.0 23.92 0.97 302.6 Double,Tint NE 2.5 15.0 9.0 23.92 0.97 209.5 Double,Tint N 2.5 6.0 27.0 15.78 0.86 368.1 Double,Tint N 22.5 7.0 36.0 15.78 0.59 336.9 Double,Tint W 2.5 7.0 48.0 30.99 0.83 1235.5 Double,Tint W 10.8 7.0 33.0 30.99 0.44 453.7 Double,Tint s 2.5 5.0 24.0 28.87 0.66 457.1 Double,Tat H 0.0 0.0 12.0 80.66 1.00 727.9 Double,Tint s 2.5 7.0 24.0 28.87 0.75 522.4 As43uilt Total: 868.0 17761.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjjcent 376.0 0.7 264.6 Frame,Wood,Exterior 19.0 875.0 0.90 787.5 Exterior 2234.0 1.70 3797.8 Frame,Wood,Exterior 11.0 1359.0 1.70 2310.3 Frame,Wood,Adjacent 11.0 378.0 0.70 264.6 Frame,Wood,Exterior 11.0 0.0 1.70 0.0 Base Total: 2612.0 4082.4 As-Built Total: 2612A 3362.4 EnergyGauge®DCA Form 60OA97 EneruyGaugeVResFREE197 FLR1 PA 2.02 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1120 Ocean Blvd.,Atlantic Beach,Fl,32233- PERMIT#: BASE AS-BUILT DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.1 2.40 43.4 Exterior Wood 137.0 6.10 835.6 Exterior 137.0 6.10 M.6 AdjacsM Wood 16.1 2.40 43.4 Base Total: 155.1 878.1 AsauiR Total: 166.1 879.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Att1c 2033.0 0.60 1219.8 Under Attic 30.0 2021.0 0.60 1212,6 Under Attic 19.0 205.0 1.10 228.8 Base Total: 2053.0 1218.8 As43u1R Total: 2229.0 1441.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 192.0(p) -37.0 -7104.0 Slab-On-Grade Edge Insulation 0.0 192.0(p) 111.20 -7910.4 Raised 413.0 -3.99 -1647.9 Raised Wood,Adjacent 19.0 360.0 0.40 152.0 Raised Wood,Post or Pier 19.0 33.0 0.77 25.3 Base Total: •8751.9 As-auilt Total: .7733.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 3538.0 10.21 36123.0 1 3538.0 10.21 36123.0 Summer Base Points: 54582.9 Summer As-Built Points: 51834.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 51834.1 0.500 1.009 0.341 0.950 6481.8 51834.1 0.500 1.009 0.341 0.950 6481.6 54582.9 0.3573 19502.5 51834.1 1.00 1.009 0.341 0.950 16963.7 EnergyGauge7m DCA Form 600A-97 EnergyGaugeVRe9FREE'97 FLR1 PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1120 Ocean Blvd., Atlantic Beach, Fl, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len I-Igt Area X WPM X WOF = Points .18 3538.0 8.76 6218.6 Double,Tint SE 2.5 10.0 15.0 7.18 1.10 118.0 Double,Tint SE 2.5 10.0 20.0 7.18 1.10 157.4 Double,Tint E 2.5 30.0 21.0 10.43 1.01 220.1 Double,Tint NE 2.0 10.0 20.0 14.13 1.00 283.4 Double,Tint NE 2.5 10.0 15.0 14.13 1.01 213.3 Double,Tint N 9.0 9.0 100.0 14.91 1.02 1518.4 Double,Tint N 2.5 18.0 20.0 14.91 1.00 298.2 Double,Tint W 2.5 10.0 100.0 11.87 1.02 1215.1 Double,Tint S 21.5 10.0 40.0 6.05 3.54 855.9 Double,TIM S 21.5 9.0 10.0 6.05 3.59 217.0 Double,Tint W 12.5 10.0 120.0 11.87 1.19 1696,3 Double,Tint W 12.5 9.0 20.0 11.87 1.20 284.5 Double,Tint S 2.5 10.0 64.0 6.05 1.12 432.7 Double,Tint E 2.5 8.0 26.0 10.43 1.05 285.7 Double,Tint E 2.5 4.0 6.0 10.43 1.17 73.0 Double,Tint SE 2.5 15,.0 9.0 7.18 1.04 67.0 Double,Tint SE 2.5 15.0 13.0 7.18 1.04 96.7 Double,Tint E 2.5 15.0 MO 10.43 1_02 137.7 Double,Tint NE 2.5 15.0 13.0 14.13 1.00 183.9 Double,Tint NE 2.5 15.0 9.0 14.13 1.00 127.3 Double,Tint N 2.5 6.0 27.0 14.91 1.01 405.4 Double,Tint N 22.5 7.0 36.0 14.91 1.03 551.5 Double,TIM W 2.5 7.0 48.0 11.87 1.05 597.5 Double,Tint W 10.8 7.0 33.0 11.87 1.21 472.7 Double,Tint s 2.5 5.0 24.0 6.05 1.64 238.1 Double,Tint H 0.0 0.0 12.0 1023 1.00 122.8 Double,Tint S 2.5 7.0 24.0 6.05 1.30 189.1 As-Built Total: 958.0 11058.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 378.0 3.6 1360.8 Frame,Wood.Exterior 19.0 875.0 2.20 1925.0 Exterior 2234.0 3.70 8265.8 Frame,Wood,Exterior 11.0 1359.0 3.70 5028.3 Frame,Wood,Adjacent 11.0 378.0 3.60 1360.8 Frame,Wood.Exterior 11.0 0.0 3.70 0.0 Some Total: 2612.0 9826.6 A84uilt Total: 2812.0 8314.1 Ener9YGauge®OCA Form 600A-97 EnergyGaupVResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1120 Ocean Blvd.,Atlantic Beach, Fl,32233- PERMIT#: BASE AS-BUILT DOOR TYPES Area X BWPM = Paints Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 137.0 12.30 1685.0 Exterior 137.0 12.30 1665.0 Adjacent Wood 18.1 11.50 208.0 Base Total: 166.1 1893.0 As4ilUilt Total: 156.1 1893.0 CEIUNG TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 2033.0 1.20 2439.6 Under Attic 30.0 2021.0 1.20 2425.2 Under Attic 19.0 206.0 2.00 418.0 Base Total: 2033.0 2439A WWII Total: 2229.0 2641.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 192.0(p) 8.9 1708.8 Slab-On-Grade Edge Insulation 0.0 192.0(p) 18.80 3609.6 Raised 413.0 0.96 3%.5 Rami Wood,A� it 1 er9.0 380.0 2.20 835.0 Raised Wood,post or Pier 19.0 33.o 0.88 28,9 Base Total: 2106.3 As-Buid Total: 4474.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 3538.0 -0.59 -2087.4 3538.0 -0.59 -2087.4 Winter Base Points: 20195.7 Winter As-Built Points: 26493.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 26493.9 0.538 1.025 0.449 0.950 6231.4 26493.9 0.462 1.025 0.449 0.950 5341.2 20195.7 0.5340 10784.5 26493.9 1.00 1.025 0.449 0.950 11572.7 ErwgyGaugev11 DCA Form 60GA-97 EneVGaugeVResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1120 Ocean Blvd.,Atlantic Beach, FI,32233- PERMIT S: BASE AS-BUILT WATER HEATING Number of X Multiplier - Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2748.00 8238.0 80.0 0.82 3 1.00 2946.93 1.00 6840.8 As4kA Total: 8840.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water - Total Points Points Points Points Points Points Points Points 19502.5 10784.5 8238.0 38625.0 16963.7 11572.7 8840.8 37377.1 EFPASS::] WE EnergyGaugel*DCA Form 600A-97 EnergyGauge®VReeFREE'97 FLR1 PA 2.02 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1 021 Ocean Blvd.,Atlantic Beach, Fl,32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK: Exterior Windows a Doors 606.1.ABC_1.1 Maximum:.3 dm/ .ft.wlrrdow area' 5 cfm/sq ft.door area. Exterior a Adjacent Walls ti'06.1.ABC.f.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors a frames,surrounding wall; foundation a wail sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panals 8 top;bottom plates;between wails and floor. EXCEPTION:Frame Wass where a continuous infiltration barrier is insb Med that extends _ from and is sealed to the foundation to the top ftq. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"seeled unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed _ to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls$ceilings;penetrations of Baling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board 8 top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is insialied that is sealed at the perimater,.at penetrations and seems. __-- Recessed Lighting Fixtures 806.1.ABC.1.2.4 Type IC rated with no penetrations,seated;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance 8 3 from Insulation;or Type IC rated with<2.0 ofm from conditioned space,tested. multi-story Houses 4 SWA.ABCA.2.5 Air barrier on meter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS _ CHECK Water Heaters 612.1 Compy,with efficiency requirements in Table 6.12.Switch or clearly marked circuit Weaker electric or cutoff s must be provided.External or built-in heat Lr4p required. Swimming Pools a Spas 612.1 Spas a heated pools must have covers(except solar heated).Non-oormrercial pools must have a pump timer.Gas spe a pod heaters must have a minimum thermal efficiency of 7896. Shower heads 612.1 Water flow must be restricted to no more than 2.5 ggdlons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chembem shall be mechanically attached,sealed,Insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-8 min.Insulation. _ HVAC Controls ~_ 607.1 §tq@9ft readily accessible manual or automatic thermostat for each system. Insulation 604.1,802.1 Ceilings-Mn.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling a floors R-11. EnergyGaugeTM DCA Form('00A-97 EnergyGauge&ResFREE'97 FLR1 PA 2.02 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE'S =82.5 The higher the score,the more efficient the home. Mike Bugg, 1120 Ocean Blvd.,Atlantic Beach, FI, 32233- 1, New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:36.0 kBtu/hr 3. Number of units,if multi-family 1 - SEER:10.00 _ 4, Number of Bedrooms 3 _ b.Central Unit Cap:36.0 k$tulhr _ 5. Is this a worst case? No _ SEER:10.00 6. Conditioned floor area(P.2) 3538 fe c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 112 _ 13. Heating systems b.Clear-double pane 0.0 fe _ a.Electric Heat Pump Cap:42.0 kBtu/hr _ c. Tintlother SCISHGC-single pane 0.0 ft' _ HSPF.7.60 _ d.Tint/other SC/SHGC-double pane 858.0 02 b. Electric Heat Pump Cap:36.0 kBtu/hr _ 8. Floor types HSPF:7.60 _ a. Raised Wood R=19-0,380.0 ff _ c.N/A _ b. Slab-On-Grade Edge Insulation,0 R=0.0, 192.0 ftp c. 1 Others 33.0 fe 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:80.0 gallons _ a. Frame,Wood,Exterior R=19.0,875.0 ft- A EF:0.82 _ b. Frame,Wood,Exterior R=11.0,1359.0 fl? _ b.N/A _ c. Frame,Wood,Adjacent R=11.0,378.0 ftp d. Frame,Wood,Exterior R=11.0,0.0 ft2 _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a.Under Attic R=30.0,2021.0 f1° _ 15. HVAC credits MZ-C,MZ-H b. Under Attic R=19.0,209.0 fl? _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Une. Ret:Unc. AFI.-Interior Sup.R=-6.0,150.0 IP - RB-Attic radiant barrier, b. 2 Others 150.0 ft MZ-GMultizone cooling, MZ-H-Multizone heating) I certify that this home Wis complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o�ZA>3 sr,�� in this home before final ins pec ' Otherwise,a new EPL Display Card will be completed based on installed Code c eatures. Builder Signature: Date: Address of N Home:_ f f Z J OG'eolel City/FL Zip:___Szz. �'t:oD wit *NOTE.- The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyWW designation), your home may qualify for energy efficiency mortgage(EEM incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 850/487-1824. EnergyGauge®(Version:FLRIPA 2.02) DATE: 6/13/01 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: Coalson Contractors, Inc. R.B. Ellis Energy Design Systems Job Name: 1120 Ocean Blvd. -1st Floor *********************************************************************** DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor 5 Latent Factor 29 Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM WHOLE HOUSE - 41019 1367 42614 1776 ------- ------- ------- ------- HEATING COOLING DELTA T 40 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements.*** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 6/13/01 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: Coalson Contractors, Inc. R.B. Ellis Energy Design Systems Job Name: 1120 Ocean Blvd.-2nd Floor DESIGN CONDITIONS For OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor 5 Latent Factor ($) 29 Sensible Room Heating Heating Cooling . Cooling Name BTUH CFM BTUH CFM WHOLE HOUSE 3260& 1087 32213 1342 HEATING COOLING DELTA T 40 DELTA T 23 NOTE:**Calculated air flow is based upon load requirements Verifyy that air flow calculated is compatible with selected equipment requirements.*** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 6/13/01 MANUAL "J" DETAILED REPORT FOR 2ND FLOOR Prepared For: Prepared By: Coalson Contractors, Inc. R.B. Ellis Energy Design Systems Job Name: 1120 Ocean Blvd.-2nd Floor ************************************************************************ GLASS NORTH SOUTH EASTEXPO5URWEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 63 48 45 81 22 22 12 293 COOLING 1575 1920 3330 5994 1166 1430 864 16279 HEATING 2016 1536 1440 2592 704 704 468 9460 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------- AREA 1359 1359 COOLING 3398 3398 HEATING 5436 5436 ------------------------------------------------------------------------- DOORS TOTAL ------------------------------------------------------------------------ AREA 52 52 COOLING 688 688 HEATING 1078 1078 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING --------------.---------------------------------------------------------- SLAB RAISED WOOD 413 372 909 -------------------------------------------------------------------------- CEILING AREA COOLING HEATING ------------------------------------------------------------------------- UNDER ATTIC 2021 3133 3032 SGL ASSEMBLY KNEE WALL 208 478 562 ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 300 Latent Load 3044 Lights & Appl. Load 1200 Latent Safety Btuh 152 Ventilation Load Duct Heat Gain 2662 Infiltration Load 2276 Sensible Safety Btuh 1406 TOTAL SENSIBLE LOAD 32191 TOTAL LATENT LOAD 3196 Summer ACH 0.4 Temp. Swing Mult. 1. 00 *** Total Cooling Load 35388 BTUH Or 2 . 95 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 9584 Ventilation Load Duct Heat Loss 1024 Safety Btuh 1503 Winter ACH 0.8 ** Total Heating Load 32586 BTUH Or 2 .72 Tons*** ;pa;,,�,, wd 1Ndirt 01 - . `er ATrrgement ` orl "Bull cj ,, . n Code r 112,�9.$M198� 'listed Grates �4ia'In`.Draln.Surn p NOTES r st Protacd and Re"te ' Tegted'Ari compliance with `Florida` Building Code 424.2.6.6 suction pnfrapmeht atmoapherlc vent test protocol. u4i;suctjoin entrapment arY►os{ihert: vent e8tfn as ,acoQmpUshed under: pi dir r Ato, anti,*M rvisiod n 8 Qeceiriber :2001. . - ° ytheIc�tx%�utti, nu0m" rlrlttione' sump plugged and s a F= body + h'tr p hent :on ,thd :other. sW p`:ne+ver.exceeded r L to eat .til` trter�gry. 7`he entroped body rel"86d `'Sy ry 'ry to `�As1 xthta ► 3!°aeabnds. no - ' sp ,ping to b. 2" oW axlett# kt Ctionplp+a:.reloclty yf ' sixB� es '':per_second if ,,' ' k i►� NELSpi- r r Infi#robloxbgtoeio. 17381 �\ r \� N ' STATE $ATif 3tViCE - vo NOT-HAiIDLE" v• ✓ w x 't r ��A i��////�f I • to d . 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' +'�' e.., ,v!K! a+K" ,r ,i,;,•,.'9+"�S.,�r +551: 'as h.i. `3c S rp. `,ti'j•h• ,,:, k' +,,FY,i , }■'•�}"..'s.,�"7s, {,Fagr MI'll..�.' t �;1".:}T e>t" , }l}•�a 'v%.g�+ h'. �) 7 . h `' (¢'`�`p ¢ '+ro a.�C',k `m`} }�'q'"','E;-l• 2Y,' �• '7+ l#(j ,G'< G„r i, a� Y*.'"J, s ,��. c .�ir ' se,r r'"4:4 tit.. ° ,. :Z,f�. -"1a, } 4'.*+*K,.' r `�;tC .� +y r't 'e,•4 t •X� y: " t .. .. , .. .: - ., r CITY OF � CQj Office of Building Offic al REQUEST FOR INSPE TIO `'') �I Date ` P r t No. Time A.M. Received -k � Job Add s ality Owners • ' � ", '_. ,- ._._.�. Name o z , BUILDING CONCRETE RICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Ro gh Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION CAMMon. Tues. Wed. Thurs. Friday + A.M. Inspection Made P.M. Ins ctor Final Inspection ❑ Certificate of Occupancy ❑ Date 22 /��//__ �� /CITY O//F �}//�__ ,,�� IY�LGa& QeacA-49&u-da Office of Building Official REQUEST FOR INSPECTIO ate (L J'1 0 Permit No. u me A.M. aceiive/d /� ,PM. -47, ,]',-, - VC- iU 1 Job Address Locality wner's �✓ 0 ame Contractor = � UILDING CONCRETE ELECTRICAL PL 81 MECHANICAL •aming ❑ Footing ❑ Rough Wiring ❑ ❑ Air Cond.& ❑ e Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating isulation ❑ Lintel ❑ Final ❑ Sewer 4,--,Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Von. Tues. Wed. Thurs. rid. Motes t A.M. mpection Made RK ispector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 4&4a&c 1 //1110=44-&;&U.4& Office of Building Official REQUEST FOR INSPECT- N ° 3t)t 27Z5' 1 Date Permit No. Time + Z3 A.M. Received P.M. Job Address , i! Locality Owner's Name Contractor CO( Ji n -CPDBUILDING �ONCRET ECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Ci Rough C' Air Cond, & Cl Re Hoofing ❑ Slab IU` Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. hurs. Friday P, . A. Inspection Made P.M Inspector Final Inspection ❑ ,000,010— Certificate of Occupancy Ej Date CITY OF Office of Building Official REQUEST FOR INSPECTION Permit No. • A.M. P.M. Job Address Locality /J Contractor G CONCRE ELECTRICAL PLUMBING MECHANICAL ❑ Footing ❑ Rough Wiring C] Air Cond. & ❑ ❑ Slab ❑ Temp Pale ❑ Top Out ❑ Heating ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Tues. Wed. Thurs. Friday A.M. Made �/' P.M. Final Inspection ❑ Certificate of Occupancy ❑ Date _ CITY OF 4I4/9& 8e4CJS-IO"* v�.a�3CJ �° Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received JOb ss Loc lity Owner's Name Contractor BUILDING 1-CCINCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel 0 Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. ThUfS.` Friday P.M. A.M. Inspection Made , RM. Inspector Final Inspection ❑ Certificate of Occupancy❑ POO/ Date nn��// CITY OF riKl�lC Be4cA-49&s•�,��6 Office of Building Official ��/// REQUEST FOR INSPECTION Date V V Permit No. / Time A.M. Received P.M, jU ` Job dre /c�ality Owner's C Name � Contractor BUILDING CRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rou h Wiring Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ mp o e , ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. _ P.M. Inspection Made / pM Inspector Final Inspection ❑ I Certificate of Occupancy ❑ Date 11��4 a��,,c //CITY 011F Office of Building Official REQUEST FOR INSPECTION Date ��"� - Permit No. 0?� Time A.M. Received -'yo P.M. &120- 0Ce"M /3),Ud Job Address J� Locality Owner's tyyiKC �U Name /�� Contractor BUILDING CONCRETE ELECTRICAL PLUMBING ECHANI 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 *rr)13/ Q Mon. Tues. Wed. Thurs. rr'S n ay\ r'M- Inspection Made IA q -4 P.M. Inspector ham_ Final Inspection ❑ Certificate of Occupancy❑ Date �/�ris Hyl` 731 r. PAGE 1_ Date: 06/21/01 MANNING BUILDING SUPPLY LOG #: A0445F TRUSS DIVISION JOB #: JACKSONVILLE ,.,$alesman: SCOT BURNEY Pitch: 1611/12 ustomer: COALSON & KELLY CONT. Job Name: MIKE BUGG Address : Address : )esigner: KS FLOOR SYSTEM ---------------------------------------------------------------------- ��tyl Span I O.H. I OO .H. ( Description ---------------------------------------------------------------------------- ** I-Joist' s ** 1 10 F1 WI60 - 16" x 2 . 5" 1 12 F2 WI60 - 16" x 2 . 5" 3 14 F3 WI60 - 16" x 2 . 5" 12 36 F4 WI60 - 16" x 2 . 5" 8 22 F5 WI60 - 16" x 2 . 5" 2 22 F6 WI60 - 16" x 2 . 5" s 10 16 F7 WI60 - 16" x 2. 5" 9 14 F8 WI60 - 16" x 2 . 5" ** Beams ** 2 24 BM1 GPLAM 16" 2 14 BM2 GPLAM 16" RAISED 2 16 BM3 GPLAM 16" SEALS !" 2 20 BM4 GPLAM 16" 2 16 BM5 GPLAM 16" 2 18 BM6 GPLAM 16" ** Rim Board ** 10 12 16" Fiber Strong Q 1 . 25" ** Hardware Floor ** 26 K IUT312 Face Mt 11 7/811/60 -------------------------------------------------------------------------------- 00 0 - Trusses 26 - # of Hardware 46 - # of I-Joist 0 - Piggy' s 0 - Jacks 12 - # of Beams 10 - # of Rim Board --------------------- 0 - Total Trusses �---19'3"8 15'8"8 _1 1 BM4 ti I• - BM5\� 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY 11 11 F F8 RIM APPROVAL ❑ATE: DEL. DATELl : F6 WI60 FLOOR JOISTS 14"DEEP 24-P.C. SPACING UNLESS NOTED RIM JOB: A0445 COALSON LOC: ATLANTIC BEACH PLAN: BUGG RESIDENCE DESIGNER: KEN STIGLETTS F5 MANNING BLDG . SUPPLIES I 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32256 BM3 BM2 I D.C. SPRCING IG RRER m cNv BMl l RIM IM W.F2 in 1 1 22' — i 13' --_, ,. >,.. ... ,,,,. t,,,.,_.; 9,.:..x t.. , MANNING BUILDING SUPPLIES KEN STIGLETTS 21 Jun 20013:36 pm 11155 PHILLIPS PKWY DRE , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBealn®Engineering Analysis© 1996-2000 Georgia-Pacific Corporation Version: 3.2(95/NT) Buiid: 3.2.1.5 Project : A0445.FBD Information : COALSON Mark#: BM1 Desc : Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 e• Max Defl : LL= L/360 TL =LI240 Composite Action : No 3.5", 565 psi 3.5", 565 psi + 22. 411 ' LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End Start MEnd Span# Starts Ends Additional Info 1 Uniform(plf) 80 0 100% 0 07 274' WALL 2 Concentrated(lbs) 6458 4697 100% 0 44P BM6 Uniform(plf) 15 0 0 0 22 4' Self Weight 'Dimensions measured from left end when span#is 0, otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 6261 2309 Min R'n 2476 1398 DL Wn 2476 1398 Min Brg(in.) 3.17 1.50 [Based on bearing stress below] Rr�Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 6121 1 1'6" 21 10640 100% 0.56 M(ft4bs) 26243 1 4'4" 21 34350 100% 0.76 LtRn(lbs) 6261 0 gal 21 6921 100% 0.90 See Note#5 RtRn(lbs) 2309 0 =.,V. 21 6921 100% 0.33 See Note#5 LLDefl(in.) 0.44 1 11'2" 21 0.74 0604 go TLDefl(in) 084 1 11'2" 21 1.12 U320 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. as 2.Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verMed by Georgia-PacMc Engineered Lumber Technical Services. 4.Design valid for dry use only. &This reaction is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. d.This engineered lumber product has been sized for residential use.A concentrated load chec/4 per the building code,must be performed for commercial uses. 9.Verify that load is applied at top or equally from both sides. 10.Nall piles together with 10d nails Q 12"do along top and bottom edges and thm center.Nall from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP,change to expanded printout. g f MANNING BUILDING SUPPLIES KEN STIGLETTS 21 Jun 2001 3:30 pm 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTSeafn®Engineering Analysis©1996-2000 Georgia-Pacific Corporation Version: 3 2(95/NT) Build: 3.2.1.5 so Project : A0445.FBD Information : COALSON Mark# : BM2 Desc : Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= U240 Composite Action : No am 3.5", 565 psi 3.5", 565 psi am I_ 13# 011 , LOADS Project Design Loads:Floor.'Live=40 psf,Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart @End QStart End Span# Starts Ends Additional Info -------------- rnform(plf) 100 0 100% 0 010" 13'0" WALL p" Uniform(plf) 15 0 0 0 13-0" Self Weight "Dimensions measured from left end when scan#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 745 745 Min R'n 745 745 DL R'n 745 745 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DES/GN Value Span X Group Allow LDF Ratio V(lbs) 575 1 1116, 11 9576 90% 0.06 + ► M(ft-lbs) 2421 1 6'6" 10 30915 90% 0.08 LtRn(Ibs) 745 0 0'0" 10 6921 100% 0.11 See Note#5 RtRn(Ibs) 745 0 13-0" 10 6921 100% 0.11 See Note#5 LLDefI(in.) 0.00 1 0'0" 0 0.43 U1560000 go TLDefI(in.) 0.03 1 661, 10 0.65 U4489 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specification for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the-user and have not been verlBed by Georgia-PaclBc Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction Is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than pa maximum reaction.Therefore,when reaction values are required,use Max R'n from'Supports'sectlon above. 6.Bearing length based on design material,support material capacity shall be verMed(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 6.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.Verify that load Is applied at top or equally from both sides. 10 Nail plies together with 16d nails 012"o%along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP change to expanded printout w MANNING BUILDING SUPPLIES KEN STIGLETTS 21 Jun 20013:31 pm 11155 PHILLIPS PKWY DRE , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTSean@ Engineering Analysis© 1996-2000 Georgia-Pacific Corporation Version: 3.2(95/NT) Build: 3.2.1.5 Project : A0445.FBD Information : COALSON Mark# : BM3 Desc : Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L1360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 15' 11" 00 LOADS Project Design Loads:Floor Live=40 psf,Dead=15 pst Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart dEnd @-Start O-End Span# Starts Ends Additional Info _ 1 Uniform(plf) 100 0 100% 0 010" 15,111, WALL PR 2 Span Carried(psf) 55 40. 100% 0 a 0" 16111, 27 0"s.c.-FLOOR Uniform(plt) 15 0 0 0 1611 Self Weight 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) P" 1 2 Max R'n 5727 5727 ` Min R'n 2225 2225 OL Wn 2225 2225 vp Min Brg(in.) 2.90 2.90 [Based on bearing stress below] Br Str(psi) 565 565 DESIGN Value Span x Group Allow LDF Ratio an V(Ibs) 4662 1 14'5" 21 10640 100% 0.44 M(ft4bs) 22787 1 T 12" 21 34350 100% 0.66 LtRn(tbs) 5727 0 0'0" 21 6921 100% 0.83 See Note#5 RtRn(lbs) 5727 0 15,111, 21 6921 100% 0.83 See Note#5 LLDefI(in.) 0.29 1 717, 21 0.53 U668 TLDen(fn► 0.47 1 T IT 21 0.80 0408 _ USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. is 2 Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgla-PacMc Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction Is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'secdon above. &Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. as 3.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.Vertfy that load Is applied at top or equally from both sides. 10.Nall plies together with 10d nails Q 12"o%along top and bottom edges and thru center.Nall from alternate faces,2"from edges. to 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. MANNING BUILDING SUPPLIES KEN STIGLETTS 21 .tun 2001 3:32 pm 11155 PHILLIPS PKWY DRE , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeam®Engineering Analysis G 1996-2000 Georgia-Pacific Corporation Version' 3 2(95/NT) Build: 3.2.1.5 Project : A0445.FBD Information : COALSON Mark# : BM4 Desc : Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 t" Max Defl : LL= U360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 191411 LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape Start End QStart QEnd Span# Starts Ends Additional Info -------- -- - Uniform(plf) 100 0 100% 0 010" 19'4" WALL 2 Span Carried(psf) 55 40 100% 0 go.. 19'4!' 1'9"s.c.-FLOOR Uniform(plo 15 0 0 0 19 4" Self Weight _'_Dimensions measured from left end when span#is 0 otherwise from left end of the spe d span SUPPORTS(lbs) 1 2 Max R'n 1573 1573 Min R'n 1234 1234 DL R'n 1234 1234 tw Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 1332 1 1.6. 21 10640 100%. 0.13 M(ft4bs) 7602 1 9-8" 21 34350 100% 0.22 LtRn(lbs) 1573 0 0101. 21 6921 100% 0.23 See Note#5 RtRn(lbs) 1573 0 1914, 21 6921 100% 0.23 See Note#5 LLDefl(in.) 0.05 1 9'8" 21 0.64 U4836 TLDefl(in.) 0.22 1 9 8" 21 0.97 U1040 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design SpecMcations for Wood Construction and applicable Approvals or Research Reports. ! 2 Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been vertiled by Georgia-PacMc Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction Is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from Supports'section above. &Bearing length based on design material,support material capacity shall be verHled(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. d.This engineered lumber product has been sized for residential use.A concentrated load checly per the building code,must be performed for commercial uses. 9.Verily that load Is applied at top or equally from both sides. 10.Nall plies together with 10d nails @ 12"o%along top and bottom edges and thru center.Nall from alternate faces,2"from edges. so 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout as 0 MANNING BUILDING SUPPLIES KEN STIGLETTS 21 Jun 20013:33 pm 11155 PHILLIPS PKWY DRE , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeam(D Engineering Analysis© 1996-2000 Georgia-Pacific Corporation Version: 3.2(951NT) Build: 3.2.1.5 Project : A0445.FBD Information : COALSON Mark# : BMS Desc : Usage : Bearri(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No w. Li 3.5", 565 psi 3.5", 565 psi + - 161011 6' 011 ' 1• + ap LOADS Project Design Loads:Floor Live=40 psf,Dead=15 ps>;Roof.Live=30 psf,Dead=17 psf. Live+Dead WIT) Live Ld(L) LDF Location' # Shape @Start QEnd MStart End Span# Starts Ends Additional Info 1 Unifomt(plf) 100 0 100% 0 0'0" 15 0" WALL - 2 Span Carried(psf) 55 40 100% 0 0101, 1601, 14'0"s.c.-FLOOR 3 Span Carried(psf) 47 30 133% 0 0'0" 169, T 0"s.c.-ROOF Uniform(plf) 15 0 0 0 1601, Self Weight "Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 2 Max R'n 5313 5313 Min Wn 2233 2233 as DL R'n 2233 2233 Min Brg(in.) 2.69 2.69 [Based on bearing stress below] Brg=Str(psi) 565 565 DESIGN Value Sp4n X Group Allow LDF Ratio V(lbs) 3646 1 14'6" 21 10640 100% 0.34 M(f 4bs) 17891 1 8'0" 21 34350 100% 0.52 LtRn(lbs) 5313 0 0'0" 81 6921 100% 0.77 See Note#5 RtRn(lbs) 5313 0 le 0" 81 6921 100% 0.77 See Note#5 016 LLDefl(in.) 0.26 1 8'0" 81 0.53 U752 TLDefl(in) 044 1 8-0" 81 0.80 U436 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM trn Georgia-Pacific Corp. NOTES : 1.Designed In accordance with National Design Specifications for Wood construction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verMed by Georgia-Pacifk Engineered Lumber Technical Services. A Design valid for dry use only. 8.This reaction is based on the combination of loads d duration factors that produces the highest stress ratio and maybe less bran maximum reaction. Therefore,when reaction values are required,use Max R n ffrom'Supports'soctlwr above. &Bearing length based on design material;support material capacity shall be verified(by others). Im 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. ✓R This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Verify that load Is applied at top or equally from both sides. 10.Nall piles together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.QN-apany,=product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP,change to expanded printout. as MANNING BUILDING SUPPLIES - KEN STIGLETTS 21 Jun 20013:35 pm 11155 PHILLIPS PKWY DRE , JACKSONVILLE, FL. 32256-0000 (904)268-8225 o FASTBearna Engineering Analysis® 199&2000 Georgia-Pacific Corporation Version: 3.2(95/NT) Build: 3.2.1.5 Project : A0445.FBD Information : COALSON Mark# : BM6 Desc: Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 " Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 0/12 3.5", 565 psi 3.5", 565 psi 171811 LOADS Project Design Loads:Roof.,Live=30 psf,Dead=17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape @Start @End QStart dEnd Span# Starts Ends Additional Into _ 1 Span Carried(psf) 47 - 30 133% 0 3'0" IT 8" 30`4 1/2"s.c.-ROOF 2 Concentrated(lbs) 2103 1342 133% 0 1'a, ROOF Uniform(plf) 15 0 0 0 1T V' Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 6458 6371 Min R'n 2418 2387 DL R'n 2418 2387 Min Brg(in.) 3.27 3.22 [Based on bearing stress below] B PSI) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 5294 1 16 2" 51 14186 133% 0.37 M(ft4bs) 27863 1 8-10" 51 45799 133% 0.61 LtRn(lbs) 6458 0 0'0" 51 6921 100% 0.93 See Note#5 RtRn(Ibs) 6371 0 1T 8" 51 6921 100% 0.92 See Note#5 LLDefl(in.) 0.43 1 8-10" 51 0.59 U491 TLDefi(in) 0.69 1viol, 51 0.88 U307 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User * G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Speclticadons for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of Me member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verMed by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. ms► 6.This reaction Is based on die combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from Supports'section above. 6.Bearing length based on design material,support material capacity shall be veriflad(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. d.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. „ 10.Verity that load Is applied at top or equally from both sides. +#" 11.Nall plies together with led nails @ 12"o%along top and bottom edges and thru center.Nall from alternate faces,2"from edges. It Max/Min reactions eta based-on the applicable load combinations outlined In the notes.Summation of max4nin reactions for various DOL may not match total max4nin reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. as 14 For explanation of GROUP,change to expanded printout. PAGE 1 Date: 06/21/01 MANNING BUILDING SUPPLY LOG #: A0445 TRUSS DIVISION JOB #: JACKSONVILLE O*Salesman: SCOT BURNEY Pitch: 8/12 Customer: COALSON & KELLY CONT. Job Name: MIKE BUGG sp Address : Address : Designer: KS ROOF SYSTEM ----------------------- -------------------------------------------------------- Left ht Qtyl Span l O.H. I g O.H. l Description -------------------------------------------------------------------------------- 1 16 ' 2 ' 0 ' Al 1 16' 2 ' 0 ' A2 1 30 '4" 8 2 ' 0 ' B1 2-PLY 1 30 ' 4"8 2 ' 0 ' B2 1 30 ' 4118 2 ' 0 ' B3 1 30 '4118 2 ' 0 ' B4 5 30 '4"8 2 ' 0 ' B5 2 24' 9" 2 ' 0 ' B6 1 24' 9" 2 ' 0 ' B7 2-PLY 1 11' 3" 8 0 ' 0 ' B8 2-PLY '* 1 35 ' 2 ' 2 ' B9 2-PLY 1 35 ' 2 ' 2 ' B10 35 ' 2 ' 2 ' B11 5 35 ' 2 ' 2 ' B12 1 ' 35 ' 2 ' 2 ' B13 2-PLY 1 19 ' 3"8 2 ' 2 ' C1 1 19 ' 3"8 2 ' 2 ' C2 3 19 ' 3" 8 2 ' 0 ' C3 1 7 0 ' 0 ' C4 2 35 ' 2 ' 2 ' 2 ' SB PIGGY B5 , 12 2 35 ' 2 ' 2 ' 4 ' SB PIGGY B5 , 12 8 35 ' 2 ' 2 ' PEAK PIGGY B5-13 10 1' 2 ' 0 ' 1 'C/J 5L 5R 10 3' 2 ' 0 ' 3 'C/J 5L 5R 10 5' 2 ' 0 ' 5 'C/J 5L 5R 11 7 2 ' 0 ' 7 'E/J NC 5 9 ' 10111 2 ' 9" 15 0 ' 7 'H/J D45 ** Hardware Roof ** 14 A HUS26 1-ply Truss Hanger 3 C HGUS28-2 2-ply Truss Hanger 7 UL4 HTS20 20" Twist Strap ---------------------------------------------------------------------------- 35 - Trusses 24 - # of Hardware 0 - # of I-Joist 12 - Piggy' s 46 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- Op 93 - Total Trusses -I9'3"8 15'8"8 F j 1. DO NOT CUT OR ALTER TRUSSES, UNLESS I( APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT coo ACCORDANCE WITH THIS LAYOUT C1 Al 11 3. NO BACKCHARGES ALLOWED UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY U APPROVAL DATE: DEL. DATE 89 PITCH 8/12 B1O OHANG 24" N Bii JOB: A0445 COALSON N LOC: ATLANTIC BEACH PLAN: BUGG RESIDENCE DESIGNER: KEN STIGLETTS MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 26B-8225 JAX. FLA. 32256 613 Go m m �., 87 in Ln m BMs m ^, 64 m B3 N N B2 Bi In 1 ---------- 22' + 13' --- J s o► 00 F (A0445-MIKE BUGG - Al ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4(R) U\ W4X4(R) & W1.5X4 W1.5X4 sF— —Is 5-0-7 10-1-2 W3X5= W3X5 W3X5(B1) W3X5(BI) L;:-- 2-0-0----J 3-8-7 _I— 3-3-9 2-0-0 L, 3-3-9 _I, 3-8-7 7-1-12 J 1 8 8 7-1-12 7-0-0 1 2-0-0 I 7-0-0 I fE 16-0-0 Over 2 Supports R=1572 U=760 W=3.5" R=1384 U=640 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPi STD 19.4a FL 3 R - Scale `*WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS FLA-,E TC LL 30.0 P S F R E F R151-22352 INSTITUTE, 583 D'ONOFRIO 1) SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR10R TO ,�.M' �titilr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PN OPERLY AITACH,ED "" 1��q�q`f. T C D L 7.0 P S F DATE 06/19/01 STRUC.TURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. �•/�jI `*IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �s IF I,I�_ BC DL 10,0 PSF DRW HCUSR151 01170009 PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OFVIATION FROM THIS DESIGN; ANY,,FAILURE TOrF BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 00. FABRICATING, HANDLING, SHIPPING, 1NS'ALIING ANF t B C L L 0.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. TN IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN A,I�1 f1 = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE g �t�, T 0 T.L D. 4 7.0 P S F S E Q N - 16710 CDN NECTDRS ARE 14ADE OF 20GA ASTM A651 GR 40 GAT Y. STEEL, EXCEPT AS NOTED. APPLY CONN�C TLI�.S 1'- _�^' `I DRAWINGSE160 AR Z.USS. ATHHEUSEALSLE I ONTTHISIDRAWINGTINDIICATESSADCCEITANCEOOFTPROFESSSIONALREN6INEERI',.f, �C.�••'�[OR14P:'�t, g RESPONS[BSLITY SOLELY FOR THE TRHS) COMPONENT DESIGN SHOWN, THE SUITABILITY AND HIT 1F.-FH IS �. ....... r\� D U R.FAC. 1.33 FROM IC S �p"L�1Hules�City,F'[p�$aQ•�C COMPONENT FOR ANY FOR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DES IGNI R, PFR ^,yam'(-j��o�NV SPACING SEE ABOVE ANSI JT 11 1-1995 SECTION 2. - n.,ti�� w (A0445-MIKE BUGG - A2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= W1.5X4 1i W1.5X4 0� —I 8 8 F- 5-8-7 10-1-2 W3X8 W2X4(Al) W2X4(Al) L---2-0-0--J 4-2-7 3-9-9 3-9-9 4-2-7 8-0-0 10-4 7-1-12 ►� 8-0-0 8-0-0 I rE 16-0-0 Over 2 Supports R=928 U=440 W=3.5" R=738 U=280 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TP1 'STO 19.4a FL 3 R - Scale .375" Ft. SBR BRACING—WARNING— TRUSSES TO HIB REQUIRE1 (HANDLING CARE INSTALLIINGA�NDC BRACING)HANDLING,UBLISHED BY IPI IPPING, IN('RU�TAIFS SI PL ATED TC LL 30.0 PSF REF R151-22353 INSTITUTE, 583 D'ONOFRIO DR., SUITE 20D. MADISON, WI 53719}, FOR SAFETY PRACTif ES PRIOR TO '+�IYy PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR OPLi'LY ATTACMEO `0 ,�.q•�_7 T C D L 7.0 P S F D A T E 06/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING ••..;,T —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL('INE EN'OINi ERFE � NjlFl ''•� BC DL 10,0 PSF DRW HCUSR151 07170003 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE T) ALPINE ND BR ACBUILONGHOFTTRUSSESRUSSES IN COTE SMDESIGNANCE ICONFORMSTH TPI� OHITHAAPPLICABOE PROVOISIONSSOFPNDS (NAT.ONL.1IHttAGN $ fl� PF B C L L 0.0 P S F H C-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSO(:]ATI ON) AND TPI, 0.1.('';NE • j +:ONk EC TORS ARE MAOE OF 20GA ASTM A653 CR40 GAIN. STEEL, EXCEPT AS NOTED. APPLY CpNWTORS TO i9f1�� T 0 T.L D 4 7.0 P S F S E 0 N - 16712 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PIP, V EN REGPONSIB160T A-SOL ELY TFOR HE STHE fAL CIN THO COMPO NE NT DNS I GNTSHOWNES f FPTANHE OF OJT ABILITY SSIGNAL USEI Nf'RNI� �S�_t11��ORtDP�\��'e OUR.FAC. 1.33 FROM ICS Alpine Engineered Products,Inc. LV CRFQ�N Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER w"• N S P A C I N G 2 4.0" ANSI/TPI 1-1§95 SECTION 2. (A0445-MIKE BUGG - B1 2-PLY THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N Z Complete Trusses Required BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nalls) TOP CHORD: 1 ROW @ 12" o.c. 110 MPH WIND, 21.73 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD: I ROW @ 12" o.c. ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS #1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. IN EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W5X7 = W3X5= W1.5X4 III W5X12 = W3X5= W3X5(R) III 8 r 3-5-7 3-8-7 ES 20-5-0 W1.5X4 III W3X5= W5X7= W3X5= W3X5= W1.5X4 III W3X5(B1) 2 I, 5-0-0 5-0-145-0-14 I 5-0 14 I '_O_'4 0 14 �f, 5-1-12 4-11-2 1 5-0-14 a1 - 5-0-14 5-0-14 IE 5-0-1414 I L 5-0-0 I 25-4-8 f< 30-4-8 Over 2 Supports R=2266 U=870 W=3.5" R=2103 U=670 PLT TYP. Wave TPI-95 Design Criteria: TPI AND STD L9.4a FL 3 R - Scale .1875 Ft. _BRACRI NG ARE PER TOSES HIBREQUIRE(HANDLING INSTALLING AND BRACING)HANDLING,UBLISHEDH BY T P, IN(TR�.�SI NLATE TC LL 30.0 PSF REF R151--22354 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TL': T C D L 7 .0 P J F D A T E 06/19/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CH0 RD SHALL HAVE PROPERLY AT"CACHED 1_'(.� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V"';:•C �/i_ IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERLn T�r�C�'.'7� BC DL 10.0 P S F D R W HCUSR151 01170004 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT fAILUViE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SH iPPING, IN:�TALLING AND ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONA UESifN t 4�Uf1 B C L L 0.0 P S F HC-ENG M N M/MM A SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE } CONNECTOR$ ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR:, TO �_. Q TOT.L D 4 7.0 PSF S E A N - 16714 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF IT GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FNGINLLRINc �,�':�1 R%OP: O U R.FAC. 1.33 FR0M KS Alpine EnHailegineerredP�gct,Inc. RESPONSIBTLfly SOLELY FUR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IH'I, ANSI/TPIT1F 11995N SECTIONCIJL AR BUILDING IS THE RE SPON 578IL[TY OF THE BUILDING DE S7 ICN CR, PER t rywry. VV SPACING S E E ABOVE (A0445-MIKE BUGG - B2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 110 MPH WIND, 22.40 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W5, W7 2x4 SP #2 N: WIND BC DL = 5.0 PSF. (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X7 = W1.5X4 III W5X7 = W5X5- W1.5X4 III W1.5X4 �� T2 8 t 8 F- (A) 5-0-7 W5 W7 3-5-7 20-5-0 W3X5= W5X7 = W3X5= W3X3(R) III W3X5(BI) 2�-0-O_ JE 387 _J 339 1, 700 a� 700 3JE 700 ! 2-4-8 _1 J 7-1-12 6-10-4 7-0-0 T 9-4-8 2 4-8 1 I 7-0-0 J 21-0-0 IE 30-4-8 Over 2 Supports j R=1611 U=880 W=3.5" R=1407 U=730 PLT TYP. Wave TPI-95 Design Criteria: TPI STD` 19'.41a.. FL - 3 R - Scale =.1875" Ft. **WARNING'-* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 30.0 P S F R E F R151--22355 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRI0 DR., SUITE 200, MADISON, WI 53719). EOR SAFETY PRACTICES PR TO T C D L 7.0 P S F DATE 0 6/1 9/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SH ALt HAVE PROPERLY ATT Af,HED ` I�p�� STRUCTURAL AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v j-R7_ --IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 S1F1�4 BC DL 10.0 PSF DRW HCUSR151 01170005 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TG `.• na 'R BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND. t b�'S BC LL 0.0 P S F HC-ENG M N M/MMA ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN fun j# SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE r-I.Q. M }Qs T 0 T.L D 4 7.0 P S F S E 0 N - 16716 CONNECTORS ARE MADE OF ?OCA ASTM A653 GR4O 6A1.V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TL �moi. r� d EACH FA f.E OF TRUSS, AND NIEESS OTHERWISE LOCATED ON THIS OF SI GN, POSITION I:DNNFC7 ORS PER7 /y 'e^� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAI ENGINEERING _�(f'. On1�1 •� �+ D U R.FAC. 1.33 FR0M KS Alp- FnglnfCr Prod Inc.Inc. RESPONSIBILITY SUL ELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��E0......•�� ITHION"C1Ty,FT., 3384q COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER .Elm', II N SPACING 2 4.0" ANSI/TPI 1-1995 SECTION 2. ^W.�...n�' (A0445-MIKE BUGG - B3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23.07 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5,0 PSF. (A) 1x4 "T" BRACE. 8D% LENGTH OF WEB MEMBER. SAME SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5 W3X5 = W3X5= W4X4 W .5X4 --j 8 W3X5 8 F— (A) (A) 6 4-7 3-5-7 �W3X8= W5X5 = W3X8= Wl.5X4 III 20-5-0 W3X5(B1) 2L D yl 4-8-7 I 4-3-9 �j� 5 8 0 _I, 5 8 5 8-0 _ 4-4-8 9-1-12 I 8-4-4 T 8-4-4 T 4 6 4 I, 9-0-0 ! 17-0-0 ! 4-4-8 ! 30-4-8 Over 2 Supports - J R=1611 U=880 W=3.5" R=1407 U=720 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 1,9.4a FL 3 - R - Scale **WARNING'"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TIC L L 30.0 P S F R E F R151--22356 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED B1' TPI (TRUSS PLATE 1N ST ITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO N� T C DL 7.0 P S F DATE 06/19/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY .ATTACHED RIGID CEILING. � �� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �, :, (�� Y� BC DL 10.0 PSF DRW HCOSR151 01170006 PRODUCTS. INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ' : B C L L 0.O P S F HC-ENG M N M/MM A *' 74�� BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN f �R/Ek S PEf IF If AT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAI ION) .AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPI-Y CONNECTORS TO j=7:� Q TOT.L D. 47.0 P S F S E Q N - 16718 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED UN THIS OFSIGN, POSIITON CONNECTORS PER 1f/n�.• t(, DRAWINGS 160 A-Z. THE SEAL {IN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �yJ(��j OR D U R.FAC. 1.33 FR0M K S Alpine Engineered Products,Inc. RE SPONS IBIL iTI' SOLELY FOR THE TRUSS COMPONENT DES CGN SHOWN. HE SUITABILITY AND USE OF THIS S i Hames City,FL 331, COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER yip %�EQ' NG SPACING 2 4.0" ANSI/TPI 1-1995 SECTION 2. (A0445-MIKE BUGG - 64 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23.73 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W4, W6 2x4 SP #2 N: WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W 5 X 7; Wl.5X4 III 1450 [:5W W3X5 o W4 4X4�� 7-8-7 B r-- W6 3-5-7 20-5-0 W1.5X4 III W3X5= W5X7= W3X5= W1.5X4 III W3X5(B1) zI� D-0 5-8-7 � 5-3-9 �I� 6-6-0 316-6-0 _ 6-4-8 5-8-7 5-5-5 T -6-4-4 T 6-4-4 T 6-6-4 I 11-0-0 I 13-0-0 I 6-4-8 I fE 30-4-8 Over 2 Supports R=1611 U=880 W=3.5" R=1407 U=720 PLT TYP. Wave TPI -95 Design Criter a: TPI (ST 19.4a FL 3 - R/- Scale =.1875" Ft. **WARNING*` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING„ INST',LLING AND T C L L 30.0 P S F R E F R 1 5 1--22357 BRACING. REFER TO H16 91 (HANDLING INSTALLING Af40 BRACING), PUBLISHED BY 1P1 (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SU1 TE 200, MADISON, WS 53119}, FOR SA FE7Y AR kZT ICES PRIOR 70 PERFORMING 'THESE FUNCTIONS. UNLESS OTHERWISE INDICATID, TOP CHORD SHALL HAVE PgOPERLY AITACHtiP, - �. �� TC DL 7.0 P S F DATE O6/19/O1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��.••. T **IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, A,PINt EyG YW EFP�D "%/ B C p l 1 0.0 P S F D R W HCUSR151 01170007 PRLIDUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; RNV 1AiLt RE TD fj {f_jiF ALPINE BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPIN,, iNSIALIING AND i i � l� B C ILL O.O P S F HC-ENG M N M/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS VNAI 10N'.'_DESIGN t SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND FPI. 4LP'i,NE i A CONNECTORS ARE MADE OF 20GA ASTM Ati53 GR40 GALLA. STEEL, EXCEPT AS NOTED. APPLY'(:ONNEfTARS TO T O T.L D. 47.0 P S F S EON - 16720 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TD[S UESIGN, POSITION CONNECT 47R_:;P E R ;p(1 OF LL,Q,�� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL nNDiN'FR1NG L C/fS%;R�OR,OP��v p U R.FAC 1.3 3 FROM K S Eupltlfl),'11$lI10E[Cd PrOduCtS,IOC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Cf tHfS ; e iii I]eII1C6(.`it;FI, 33$14 COMPONENT FOR ANY PAR TiCUt Aft BU[LD IN6 IS THE RESPONSIB[L[TY OF THE BUILDING DESIGNER, PER rTED E`_ SPACING 2 4.0" ANSI JTPI ]-1995 SE(:TION 2. (A0445-MIKE BUGG - B5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 24.40 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W3, W4, W5, W6 2x4 SP #2 N: WIND BC DL = 5.0 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W5X5; W3X5 = W4X4 W 3 X 5 W6 —� 8 W3X5�i W3 8 r (A) (A) W1.5X4 III W5 9-0-7 W4 3-5-7 20-5-0 W1.5X4 ill W5X12 = W3X8= W3X5= W3X5(B1) (� 6-8-7 6-3-9 4-6-0 _1, 4-6-0 J� 4-2-4 _1. 4-2-4 I 6-8-7 �+E 6-5-5 f 8-8-8 11 8-6-4 1 13-0-0 1 9-0-0 ! 8-4-8 I fE 30-4-8 Over 2 Supports J R=1611 U=870 W=3.5" R=1407 U=710 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.4a FL 3 R - Scale =.1875" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANB T C L L 30.0 P S F R E F R151--22358 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TP7 (TRUSS eLATP INSTITUTE, 513 1 NOFRIO DR., SUITE 200, MADISON, WI 53X9), FOR SAFETY PRACTICES PRIOR Vf ~ T C D L 7.0 P S F DATE 0 6/1 9/0 1 PERE ORMIN6 THESE FU NfTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ACHE' a` STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V .•• � p -"*IMPLIRTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t� ��F� BC DL 10.0 PSF DRW HCUSRT51 01170006 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL URC 1D 4 J% n BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND = �E B C LL 0.0 P S F HC-ENG M N M/MMA 'F ALPINE 11ACTNG OF TRUSSES. TNIS DESIGN CON6ORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DFSi 3R w1�Y SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOf IA11ON) AND TPI. ALPINE E O _ CONNECTORS ARE MADE OE 2OGA ASTM A653 GR4O GAIN. STEEL., EXCEPT AS NOTED. APPLY CONNECTORS TO t p�. - :LQ T 0 T.L D. 47.0 P S F S E A N 16722 EAf.H FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 3 ^�`.a Ali+ DRAWINGS 160 A-1. THE SEAL ON IHSS OftAW3NI, INOiCATES ACGEVTANCE OF VITOfESSIONAL ENGSNEIR NG V/-[f',r QR`QP'�w D U R.FAC. 1.3 3 FROM KS Alpinf E'nginecred Pr0ducts,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS .tV p(7r . (_\,f 1T91ttC3 C7ty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DF SIGNER. PER "•l L�V r SPACING 2 4.0" ANS /1 1-1995 SECTION 2. w� ��+ (A0445-MIKE BUGG-- B6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 24.40 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W3, W4, W5, W6 2x4 SP #2 N: WIND BC OL = 5.0 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES, RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. W5X5 W3X5— W 4 X 4 CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCTAW4 A(A) l 3X5CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. W3X5 ii W38 r 7-2-7 20-5-0 W3X5(Bl) W1.5X4 III W5X12 = W3X8= W1.5X4 III I--2-o-0:1 13-0-0 I 9-0-0 I 2-9-0 J fE 24-9-0 Over 2 Supports J R=1348 U=703 W=3.5" R=1141 U=620 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.4a ^QTY-2 FL 3 R - Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 30.0 P S F R E F R151--22359 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOTRIO DR., SO LTE 200, MADISON, WI 53715), FOR SAFETY PRACI7CIS PRIOR TO T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �/ t C DL 7.0 P S F DATE 06/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE ]NST AL CATION CONTRACTOR. ALPINE ENGINEERED .• BC DL 10.0 P S F D R W HCUSR151 01170026 PRODUCTS, [NC. SHALL NOT BE RESP UNS[B LE FOR ANY DEYTA TION FROM TII[S DESIGN; ANY FAILURE EO '(IFI ••�'•� A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND t V (� B C L L 0.0 P S F HC-ENG MRM/MMA BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE + �� Q`f CONNECTORS ARE MADE OF 20GA ASTM A6 S3 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TD - /�� j TOT.LD. 47.0 P S F S E O N - 16725 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED UN THIS GESIGN, POSITION CONNECTORS PER I p�` .� •(�,� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .��4�7 wv DUR.FAC. 1.33 FR0M KS Alpine Engineered Products,Inc. RESPONSIBILITY SGL.ELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY ANO USEOF THIS ��L�Ibuies City,I'L 33$Q4 ANMPONTV0NCLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING 0ESLONER. PER 'il� S P A C I N G 2 4.0" (A0445-MIKE BUGG - B7 2-PLY ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TDP CHORD 2x4 SP #2 N2 Complete Trusses Required BOT CHORD 2x6 SP #2 N WEBS 2x4 SP #3 :W3, W4, W5, W6 2x4 SP #2 N: NAILING SCHEDULE: (0.1310.0_9_nails) TOP CHORD: IROW @ 12' O.C. 110 MPH WIND, 24.40 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD: I ROW @ 12' o.c. LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DE = 5.0 PSF, WEBS : 1 ROW @ 4' O,c, WIND BC DL = 5.0 PSF. USE EOl1Al SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LVAD. (I) 1/2"_bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON THE BOTTOM CHORD ONLY. TRUSSES TO BE SPACED AT 48.0' OC MAXIMUM. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S MUS26 FILL ALL NAIL HOLES. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT W 3X5 0� CATALOG FOR PROPER APPLICATIONS. 145X5; W3X5 = W4X4; —1 8 143X5 0 8 F' W3 W6 145 9-0-7 7-2-7 W4 0-5-0 141.5X4 111 147X10 = W3X8= 142X5(A l} - WI.5X4 Ill 6 8 7 6 3 9 4-6-0 _1, 4-6-0 �2-9-0-0 6-8-7 6-5-5 1 8-8-8 1 22I�_ I 1 13-0-0 I 9-0-0 I I fE 24-9-0 Over 2 Supports R=2697 U=1410 W=3.5" R=2281 U=1239 PLT TYP. Wave TPI-95 Design Criteria: TPI (STD 19.4a FL 3 R - Scale —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING,, INSTALLING AND T C L L 30.0 P S F REF F R 1 5 1--2 2 3 6 0 BRACING. REFER TO HIB9] (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP1 (TRUSS PLhE INSTITUTE, 583 DO NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRAC.T ICES PRIOR 10 PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ^�( TC DL 7.0 P S F DATE 06/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PRDIERLY ATTACHED RIGID CEILING. \F� T� `*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEE4,ED l ��(� B C D L 10.0 P S F D R W HCl1SR151 OII70O1D PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANI' OEV IATION fROM THIS DESIGN; ANY FAILURE TO " " ,M•" BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANOI NO, SHIPPING, IN AL LING AND r: ALPINE BRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DfSI6N , • VET _ B C L L 0.0 P S F HC-ENG M N M/MM A SPECIFICATION PUBLISHED BY THE AMEft ICAN FORE Si AND PAPER ASSOCIATION) AND TPI. ALPINE CON NE f.TORS ARE MADE OF 2OGA ASTM Ati53 GR4O GALV. STEEL, E%f.E PT AS NOTED. APPLY CONNECTORS TO Z Qf TOT.LD 47.0 P S F S E Q N - 16729 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS (IESIGN, POSITION CONNECTORS PER tl DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t mss, t ��`-'��ti OUR.FAC. 1.33 FROM KS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITi AND USE OF THIS Ileuses City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AED CNV ANSI/TPI 1.1995 SECTION 2. i..�,,,,,,,.. SPACING 48.0" (A0445-MIKE BUGG - B8 2-PLY ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 :W2, W4 2x4 SP #2 N: NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 4" o.c. ------(LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) WEBS 1 ROW @ 4" o.c. TC From 74 PLF at 0.00 to 74 PLF at 11.29 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 20 PLF at 0.00 to 20 PLF at 11.29 IN EACH ROW TO AVOID SPLITTING. BC 2281 LB Conc. Load at 6.13 (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON BC 1141 LB Conc. Load at 8.06, 10.06 THE BOTTOM CHORD ONLY. 110 MPH WIND, 27.45 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT END VERTICALS NOT EXPOSED TO WIND PRESSURE. LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W3X5= W1.5X4 III W3X5 THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" 7-0-7 W2VW4 7-0-7 HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. -5-0 NOTE: W1.5X4 III W6X8= W1.5 III LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 0�-i 5-6-0 �1F 5-7-12 �I 5-7-12 r 5-7-12 LQ� ——11-3-8 Over 2 Supports R=2025 U=980 R=3599 U=1783 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.4a FL 3 R - Scale =.25" Ft. `*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALI.ING AND. T C L L 30.0 P S F R E F R151-22361 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAD ISDN, WI 53719), FOR SAFETY PRACTICES PRIGR TO ,�/�'�'• i PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED r TC DL 7.0 P S F DATE 06/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .. `*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGiN1E9tD BC DL 10.0 PSF DRW HCUSRI5I 01170011 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILORL I( • BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANL B C L L 0.0 P S F H C-ENG M N M/M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CON ORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 0If fGN =t fu ••f SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 7, CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NQTED. APPLY CONNECTORS Of •�� T 0 T.L D. 47.0 P S F S E Q N - 16731 V t<S.� ♦�� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, EDS 1110N CONNECTORS PER - •V DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A�O�•�'�� D U R.FAC. 1.33 FRCM KS Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TME BUILDING DESIGNER, PER ,'iREp�N�' Haines City,FL 33844 ANSI/TPI 11995 SECT IDN 2. *"" ...«•" SPACING 24.0" 1 11 11 (A0445-MIKE BUGG - 2-SB PIGGY 85,12 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 30.12 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. REFER TO DWG PIGBACKA0401 OR PIGBACKB0699 FOR PIGGYBACK DETAILS. 8 F_ W4X4; W4X4 8 T 1-2-8 29-5-7 W2X4(Al) - W1.5X4 III o W1.5X4III W2X4(A1) = o 891 11-3-7 5-0-0 l 1-3-7 }-:_73 1 4-8-8 11�11.53 I_ I 5-0-0 J- -9-0-0 Over 2 Supports R=423 U=193 W=3.5" R=423 U=193 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.4a FL 3 R - Scale �BRAWARNING NGNG kREFERR TO TRUSSES 91 (HANDLTNGE INSTALLNINGAAND BRAC51NG)HANDLING, AN DUBILISHEDHBPYP Tri INSTALLING AND TC LL 30.0 PSF REF R151--22371 INSTITUTE, 583 D'ONDER10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACT',CES PR1pR TO T C D L 7.0 P S F DATE 06/19/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR OPfRLY ATTACHEDQt, STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .•;•"7/ *`IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FN1iNF,Ryf; t�F PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TGBC DL 10.0 PSF DRW HCD$R151 01170020 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLIt4 AND ALPINEBRACING OF TRUSSES. THIS DESIGN f.ONFOftMS WIT II APPLICABLE PROVISIONS OF NO (MA[OngL UC SIGN ? • �IU1T •� BC LL O.D PSF HC-ENG MNM/MMA SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. 4',PINE i CD NN ECTDRS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, E%CEPT AS NOTED. APPLY CL�NY,FCTORS TO s'�'•. •Q T OT.L D. 47.0 P S F S E Q N - 16776 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS Ifi y DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIN FIR ING ORI�P=•�v` RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND US[ OF IHi:; S � .., �� D U R.FAC 1.33 FR0M KS Alpine Engineered Products,Inc. t 6 Haines City,FL 33844 COMPONENT FU0. ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TME BUILDING DESIGNER, PER 4 RED EN ANSI/TPI 1-1995 SECTION 2. ++, . SPACING 24.0" (A0445-MIKE BUGG - 4'SB PIGGY B5,12 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 30.79 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W 4 X 4 W4X4 8 8 29-5-7 W2X4(Al) = W1.5X4 III W1.5X4 III W2X4(A1) o� 0-8-91 100 3-3-7 _I, _I_ 3-3-7LE J 9-0-0 Over 2 Supports R=423 U=180 W=3.5" R=423 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STI) 19,4e QTY:2 FL 3 R - Scale =.375" Ft. —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING:IND T C L L 30.0 P S F R E F R151--22372 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (IFRU53 LE - INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOP TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD 'SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 06/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINL ENGiNEFREG BC DL 10.0 PSF DRW HCUSRI5I 01170028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ^• ,� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL-IN6 AND tV�, B C L L 0.0 P S F HC-ENG MRM/MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAI OtSiC,M1 IL1D SPECIFII'.ATI ON PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f,O NNEC TORS ARE MADE OF 20GA ASTM A653 GR 40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t T 0 T.L D. 47.0 P S F S E Q N - 16778 EACH FACE OF TRUSS, AND UNt ESS OTHERWISE LOCATED ON THIS DEST GN, POSITION CONNECTORS PER ( _T(1 DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING L G+,S,,F��R1QQ;,`�v D U R FAC. 1.3 3 F R 0 M K S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS q !7 Hain&Clty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING%� RE()EN�+�r' 7 N 24.0" ANSI/TPI 1-1995 SECTION 2. �r G (A0445-MIKE BUGG - PEAK PIGGY B5-13 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 30.95 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. REFER TO DWG PIGBACKA0401 OR PIGBACK80699 FOR PIGGYBACK DETAILS. W4X4 8 F- 2Z -10-8 W2X4(A1) - 8 W2X4(A1) lot 29-5-7 W1.5X4 III � 1e 9 7 3-9-7 3-9-2-4-4 6-1-11 I 3-9-7 I 3-9-7 I 9-0-0 Over 2 Supports R=423 U=194 W=3.5" R=423 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI 'S1D) 19,4a FL 3 R - Scale —WAR N ING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING Ai,O TC LL 30.0 P S F R E F R151-22373 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ,y �MM�W PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �/!'"' u�/.},y�}- TC DL 7.0 P S F DATE 06/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �F v •'•••.'•YI. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGiNE4RED # •'njIFC�''•��I,III� BC DL 10,0 PSF DRW HCUSR151 01170021 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIUIBF '0 fV 9TeF� ALPINE BUILD THE TRUSSES IN CONFORMANCE W17H TPI; OR FABRICATING, HANDLING, SIIIPP[NG, INSTALLIN, ANJ BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL UES'iGN 2•,�Nn '} BC LL 0.0 P S F HC-E N G M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS IOC ID N) AND TPI. ALPINE �C CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS N0TFD. APPLY CONNEfTORS To �t p •OF •¢ T 0 T.L D. 4 7.0 P S F S E Q N - 16780 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER i�L !•�/ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAI. ENGINEERING }�y� G D D R FAC. 1.3 3 FROM K S Alpine Engineered Products,Inc. RESPONSIBII[TY SOLELY FGR THE TRUSS COMPONENT D ES I GN SHOWN. THE SUITABILITY AND USE OF THIS rL /� ..... IIe1RB9 Clt}',FI. 33844 COMPONENT FOR ANY PARTICULAR BUIl.li TNG IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PERyW��✓ SPACING A C T N G 2 4.0" ANSI(TPI 1-1995 SECTION 2. .ui��tiN� J 1 (A0445-MIKE BUGG - 1'C/J 5L 5R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N * NEGATIVE REACTIONS) OF -243# MAX. (SEE BELOW) FROM A NON-WIND BOT CHORD 2x4 SP #2 N LOAD CASE REQUIRES UPLIFT CONNECTION. 110 MPH WIND, 20.40 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. R=267/-244 U= B F_ Th 21-1-4 1-0 1-0-7 —k *20-5-0 —� W2X4(Al) = R=41 U=180 L2-0-0 �j 1-° 12 1-0-0 over 3 Supports R=534 U=552 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.4a FL 3 R - Sfcale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 30.0 P S F REF F R 151 --2 2 3 7 4 BRACING. REFER TD HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OI OFRIO Oft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PE RF URMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL. HAVE PROPERLY ATTACHED �y T C D L 7.0 P S F DATE 06/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE, FFF AlF+ BC DL 10.0 P S F D R W HCC SR151 01170022 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :tQ� •��( BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND W ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Z r Uf B C L L D.D P S F H C E N G M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L,'� ��' t QZ T 0 T.L D 4 7.0 P S F S E Q N - 16772 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER = �n' DRAWINGS I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �y •, p�,pP;��►� D D R.FAC, 1.33 FROM K S Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS L'tt pp 'J �{ Haines City,FL 33844 ANSICOMPONESTIO FOR ANY NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ��I.��/T�O.�� S P A C I N G 24,0" (A0445-MIKE BUGG - 3'C/J 5L 5R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 21.07 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. R=34 U=180 22-5-4 T 8 2-4-7 2-4-7 20-5-0 R=13 U=180 W2X4(A1) L-2-0-0--1-3-0-12—� 3-0-0 Over 3 Supports I- R=398 U=291 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD 19.4a FL 3 R Scale **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, IN;TALI ING:AND T C L L 3 0.0 P S F R E F R 1 5 1--22375 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 'IPI (TRUSS PLA":.E INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MAD ISDN, WI 53719), FOR SAFETY PRA<�.51CIS PRIOR TO 'rµMr T C D L 7.0 P S F DATE 0 6/1 9/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERTY ATTACHED G STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID �E IF NG J4,...... j/�_ n `*IMPORTANT" FURNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR VP!NF Ey6INF0.D G22��F �Y pC pL 1Q,0 PSF DRW HCUSR151 01170023 PRODUCTS, INC. SHALL NOT BE RES TONS[ILE FOR ANY DEVE ATION FROM PHIS DE IGN ANY FAI LPJ Taj 7 r '�� BUILD THE TRUSSES IN CONEDRMANCE WITH TPI; OR FABRICATING. HANDLING,`sHllllNf, INTyIALLING AND + )t B C L L Q Q PSF HC-ENG M N M/M M A AL P I N E BRACING OF TRUSSES. THIS DESIGN GONE ORMS WITH APPLICABLE PROVISIOI.S OF ND5 )N?.T.�NNAL DESIGN = y �DH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOC7 ATION) AND PI ALPINL CONNECTORS ARE MADE OF 20GA ASTM AE53 GR40 GAL V. STEEL, E%CFP1 AS NOTED, FPiv CONNEl'fOftS TO i'� =Q TOT.LD. 47.0 PSF S E Q N - 16770 EACH FACE OF TRUSS, AND UNLESS OTHERWISE I.00 ATED ON THIS DESIGN, POCITIUN Ck EC!ORS PFR },� y ■�� RE SPONS IB[LDRAWING OI TY SOLELY FOR HE STHE TRUSSEAL ON ICOMPON ENT DESI6NS DRAWING TSND WC,�E FT AN THE oUITABI } YF ANL }nE NI T}',t, sJ •'��A�QP.��/ D U R•FAC 1.33 F R A M KS AIp1Ile E'IRg111CCied I�TOdOCtS,IllC. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSINi Lt FY OF THE 3UI;.DING ��I,iN Eft P H 'l�, R�Op"` Hames City,FL 33844 ANSI/TPI I-]995 SECTION 2. SPACING 24.0" (A0445-MIKE BUGG - 5'C/J 5L 5R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 21.73 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. R=132 U=180 23-9-4 8 3-8-7 20-5-0 R=43 U=180 W2X4(Al) =— L12-0-0 L12-0-0 ;IE 5-0-12---y �-5-0-0 Over 3 Supports R=458 U=280 W=3.5" PLT TYP. Wave TPI-95 Design Criteria, TPI (STD) 19.4a FL 3 R - Scale =.375"/Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAILING AND T C L L 3 0.0 PSF F R E F R 1 5 1--22376 BRACING. REFER TO BIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TR,ISS PLATE J INSTITUTE. 583 D'ONOFRIO DR SUITE 200, MADISON, WI 53719), FDR SAFETY PRACTICES PRIOR TO' �w PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTICHED TC DL 7.0 P S F DATE 06/19/01 STRUCTURAL PANELS, 8DTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE ILL NO j IMPORTANT— FURNISH A COPY OF THIS DESIGN TG THE INSTALLATION CONTRACTOR, ALPINE ENG11,EFREO ��'• BC DL 10.0 PSF DRW HCD$RISI DII70024 PRODUCTS, INC. SHAH. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAI.URI TO r•••�,•• r ALPINE BUILD THE TRUSSES IN CONFORMANCE MITH TPI; OR FABRICATING, HANDLING, SHIPPING, IN51Afi'NG ANO r B C L L O.O P S F HC-ENG M N M/MMA BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PR OVISIDNS Of NDS (NA TION Ai_ [!FST„N S +J�n i SP ECIFICAT]ON PUBLISHED BY THE AMERICAN FOREST AND PAPER AS50C1AT10N) AND TPI. ALPINE I � CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL., EXCEPT AS NOTED. APPLY CONNECTORS TO ' �(�� T O T.L D. 47 .0 P S F S E Q N - 16767 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATE ON THIS DESIGN, POSITION CONNECTORS PER `._ �OR1OP, ��/ DRAWINGS 160 A-Z. THE SEAL ON THE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG1 NELRINc D U R.FAC. 1.33 F R 0 M K S Alpine Eu RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THF SUITABILITY AND USE OF THIS S, P -HH]RC City, Products Inc. COMPONENT FOR ANY PAR7ICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 4 AED ENG ANSI lT PI 1-1905 SECTION 2. w� N SPACING 24.0 (A0445-MIKE BUGG - 7'E/J NC THIS DWG PREPARED FROM COMPUTER INPUT ((OADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. R=210 U=234 25-1-4 8 5-0-7 20-5-0 �W2X4(Al) R=72 U=15 L --2-0-0 ��E 7-0-12 _I —7-0-0 Over 3 Supports R=538 U=287 W=3,5" PLT TYP. Wave TPI-95 Design Criteria: TPIS7D 19.4a FL 3 R - Scale '"WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INST.AI.LING ANDT C L L 3 0.0 P S F R E F R151--22377 BRACING, REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TkUSS'PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO " Lr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT'ACHED TC DL 7.0 P S F DATE 0 6/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V .•..,; /,,I '*IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERi 0, 7 BC DL 1Q,Q PSF DRW HCDSR151 01170025 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIATI ON FROM THIS DESIGN; ANY FA1LU.:E 104`V-. f � ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSIAL,ING AND t B C L L 0.0 P S F HC-ENG M N M/MM A BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN =,*Jfn SPEC,I FIC AT PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A ,� _¢• T 0 T.L D. 4 7.0 P S F S E A N - 16765 CONNECTORS ARE MADE OF 20GA ASTM Ati 53 GR 40 GALV. STEEL, EXCE PI AS NOTED. APPLY CONNFCIOr.j TO ttII�� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �t V DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INLIICATES ACCEPTANCE OF PROFESSIDNAL ENGINECRIN� �,�. ��f�R�OP.�ti D U R.FAC. 1.33 F ROM KS Alpine Engineered Products,Inc. ...POMS IBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TL,IS f� I3Hlli:s City,FI. 33$44 COMPONENT FOH ANY PARTLCULAR BUILDING 15 THE RESPONSIBILITY OF IHE BUILDING DESIGNER. PER �.'�RED ENV SPACING 2 4.0° ANSI/TPI 1-1995 SECTION 2. �yn��w (A0445-MIKE BUGG - 7'H/J 045 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 21.73 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF• HIPJACK SUPPORTS 3-6-7 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 23-9-4 R=107 U=180 8 3-8-7 20-5-0 R=32 U=180 W2X4(Al) L-2-0-0 �JE 5-0-12 J �-5-0-0 Over 3 Supports R=240 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a OTY:5 FL 3 R - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING,, SHIPPING. INSTALLING AND T C L L 30.0 P S F R E F R151--22378 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'aNOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ftoftw PERE 0RMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 0000 T C D L 7•0 P S F DAT E 06/19/01 ,TRY CLORAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE IF ING. ��• r, "-'IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINtERED t � B C D L 10.0 P S F D R W HCUSR151 OI170029 PRODUCTS, INC. SHALL NUT BE RESPONSI8LE FOR ANY' DEVIATION FROM THIS DESIGN; ANY FAILURE 70 _`,�� 1 BOILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, LIST AND + C>i' lF. B C LL 0.0 P S F HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF iIGil t ap M =« SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ! t CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS IO ��] i T 0 T.L D. 4 7,0 P S F S EON - 22585 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I Z�"�, j�� :(` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFERING f (hj�^•,fit OR`QP.��! D U R.FAC. 1.33 FR0M KS Alpine Engineered Products,Inc. RESPONSIBILITY SOIELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF TI1I.r i N Haines City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER t -pEU"ENG\ SPACING SEE ABOVE ANSI/TPI I-1955 SECTION 2. CLB WEB BRAC SUBS'VIrITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. T-BRACE APPLY TO EITHER SIDE OF WEB OR NARROW FACE L-BRACE ATTACH WITH 16d NAILS AT 6" O.C. NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2x6 1 ROW 2X4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 *-WARNING*■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB SUBST. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ``(.� HAVE A PROPERLY ATTACHED RIGID CEILING. V-.•�•••., C DL, PSF DRWG BRCLBSUB0699 --IMPORTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �.•t'FjC• ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS q DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. . LL PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH ��`• ) APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE � LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ST AM ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Tip SIOF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERS POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL y�C/s�,OR�OP'• R. FAC. ENGINEESUITABILITY ANDING PUOSEIOF RESPONSIBILITYSOLELY OCOMP13N 0R FOR ANYTHE SPAR ICULARTBUILDING ISESIGN THE THE �` qfD ENG SPACING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-7995 SECTION 2. PIGGYBACK DETAIL THE DETAILS BELOW ARE ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: 80 MPH WIND, 30-00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT, SBC, LOCATED ANYWHERE IN ROOF, 100 MI FROM COAST, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF' CAT 1, EXP C, WIND TC DL=5.0 PSF, WIND BC DL=5,0 PSF. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF, DETAIL A FLAT TOP CHORD <= 12' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148"x3") NAILS. 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON (0.131"x2,5") OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. FLAT TC BRACI G PEALED R GIDESIGNEER S SE DETAIL B FIAT TOP CHORD <= 20' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRWITHACING2XW4ITH#3(2)GRADE SCAB (I 10d COMMON S(0-128IDE ONLY)'13") NAILS AND 2 SECURED 2' 4' ATTACHED WITH 10d COMMON NAILS AT 4" O.C. 2' FLAT TC BRACING SEAL ER ENGINEER S11 SEALED DESIGN CAP AILED TO TOP DETAIL C BRACINGTRUSS ANDTOSEENCURED WITH 3X8CHORD TRULOX PLATES (EACH FACE) AT EACH END AND FLAT TOP CHORD <= 30' 1/3 POINTS, CIRCLED NUMBER INDICATES REQUIRED NUMBER OF 0.120" X 1,375" NAILS, OR , PER PER PLY. SEE DRAWING 160 TLEQUALFOR TRULOXFACE INFORMATION. 4 4 (4) 8d COMMON NAILS (0.135"X2.5") FLAT Tc BRACING 8" X 8" X 1/2" RATED SHEATHING GUSSETS (EACH PER ENGINEER'S A FACE) MAY BE USED IN LIEU OF TRULOX PLATES, SEALED DESIGN A17ACH WITH (8) 8d COMMON NAILS PER GUSSET, (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. THIS DRAWING REPLACES DRAWINGS 581,670 & 961,860 "WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF PIGGYBACK INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 WONOFRIO DR., SUITE 200, MADJSONWI, 53719) FOP SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TC DL PSF DATE 06/25/99 TOP CHORD SHALL. HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C DL PSF DRwG PIGBACKA0699 *#IWORTANTm- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE :fir ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, •• LL PSF —ENG DU/KAR HANDLING, SHIPPING, INSTALLING AND 8RACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE LD. MAX 60 PSF 7� 7 AMERICAN FOREST AND PAPER ASSOCIATION? AND TPl ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF it S TIATE Of — ENGINEERED PRODUCTS,INC TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER -'lf'H.FLoRraA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL R. F�AC, ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. AfIDRVO. C tf SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE .......... —'�PONSIBILJTY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, ACING 2�4.O TOP CHORD 2X4 #2 OR BETTER PIGGYBACK DETAIL BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER SPANS UP TO REFER TO SEALED DESIGN FOR DASHED PLATES. JOINT SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TYPE30' 34' 38' 52' TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. A 2X4 2.5X4 2.5X4 3X5 PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. B 4X6 5X6 5X6 5X6 ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS C 1.5X3 1.5X4 =5X41 MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. D 5X4 5X5 5X5 5X6 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND, 30' MEAN HGT, ASCE 7-93, CLOSED BLDG, 4X6 OR 3X6 TRULOX AT 4' OC, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST E ROTATED VERTICALLY CAT I, EXP C, WIND TC DL=5 PSF, WIND BC DL=5 PSF 110 MPH WIND, 30' MEAN HGT, SBC ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO WIND TC DL=5 PSF, WIND BC DL=5 PSF BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE INFORMATION. PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 #2 OR BETTER WEB BRACING CHART A E E A Em E WEB LENGTH REQUIRED BRACING A E E Em A E E 0' TO 7'9" NO BRACING 1x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 20' FLAT TOP CHORD MAX SPAN 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB EITHER PLATE MEMBER. ATTACH WITH 16d NAILS AT 4" OC. OPTIONAL ,%C LOCATION IS SPLICE B B ACCEPTABLE C B D-SPLICE *PIGGYBACK SPECIAL PLATE g q C ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF 2' 4 FABRICATION. ATTACH TO SUPPORTING TRUSS WITH TYP, B C (4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY C PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND B SPACE 4' OC OR LESS. B C o 0 0 0 B _TYP a o o 0 0 0 0 2., 1 * A � o 0 0 0 0 12 C a a 2 o 0 0 0 0 MAx � J 8 1/4" *ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. THIS DRAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 INSTALLING*- TRUSSES IEXTREME HRE IN FABRICATING, AND BRACING. REFERTO IB 91 (HANDLINGINSTALLING AND BRACING), PUBLISHED _... MAX LOADING REP' PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ; 55 PSF AT DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �..6`, � 1.33 DUR. FAC. DRWG PIGBACKBO699 ■*IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ' ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS �Z�FI(t'q 50 PSF AT 7ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, -ENG DLJKAR 1. ••' / HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 1.25 DUR. FAC. APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA x. [ ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF = :� S 47 PSF AT TRUSS ,ALPINE ENGINEERED PRODUCTS,INC. DRAWINGSD160NAEZS HE SEAL ON SOTHERWISEOTHISE DRAWINGI INDICATES DESIGN, POSITION E OF PROFESSIONALe�S STA bF 1.15 DUR. FAC. POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �/�%fit ORI�a�• SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 'ti + .. �j PACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS]/TPI 1-1995 SECTION 2. ED E HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS26 2785 3325 1550 (14)16d 6)10dX1.5 TRUSS B HUS28 3380 3585 2000 (22)16d (8)10dX1.5 TRUSS C HGUS28-2 6245 7810 2650 (36)16d (20)10dX1.5 2 PLY TRUSS cn D SUUR 26 800 1000 765 (6)16d (6)10dX1.5 TRUSS w7 tE SKP268LJR 1640 1800 6551(16)16d (4)10d TRUSS s a F SUUR 210 1330 1660 1250 (16)16d 10)10dX1.5 TRUSS = G THJA26 2190 2740 1340 (16)16d (5)10d+(710d HIP JACK vi H HJC28 * 2740 3425 1840 (20)16d 16 10d+ 8 10d HIP JACK I SKH410 UR 1860 2330 1275 (16)16d (10)16d SYS 42 z J THA422 3630 4145 1550 (22)16d (6)10dX1.5 SYS 42 Q K 1UT312 1360 (14)10d (2)10dX1.5 I-JOIST Q L MIT316 2400 (12)10dx1.5 (2)10dX1.5 I-JOIST m M SKH312L\R * 2160 2500 1505 1616d 1010dx1.5 I-JOIST N HU11 * 2185 2270 920 (22)16d (6)10dX1.5 1 PLY LVL O HGUS48 5472 6840 5837 (36)16d (24)16d 2 PLY LVL P HGUS412 9535 11335 4780 (56)16d (36)16d 2 PLY LVL Q TGHD412L 8512 10640 8755 (56)16d (36)16d 2 PLY LVL + ► R TGHD412R * 8512 10640 8755 (56)16d (36)16d 2 PLY LVL S HUC4121F 6102 6801 3100 56)16d (36)16d 2 PLY LVL T HGUS5.25/12 9535 11335 4780 56)16d (36 16d 3 PLY LVL U HGUS7.25112 9535 9665 4780 (56)16d (36)16d 4 PLY LVL y UL1 H16S NA NA 1600 1010d 2)10d TRUSS p UL2 H16-2 NA NA 1600 (.101)10d (2)l Od 2 PLY TRUSS v UL3 MTS12 NA NA 1000 7)10d EA. SIDE NONE TRUSS uj z UL4 HTS20 NA NA 1450 (10)10d EA. SIDE NONE 2 PLY TRUSS 4 UL5 MGT NA NA 4200,(22)10d PLUS UL6,UL7 UL6 PHD5 NA NA 4500 14 SDS1/4X3 ADD UL5 U. ,3 UL7 PH02 NA NA 3285 10 SDS1/4X3 ADD UL5 CL HC HURRICANE TIE NA NA 455 (4)8d (4)8d e0 H25 HURRICANE TIE INA NA 415 (5)8d (5)8d H8 HURRICANE TIE NA NA 745 (5)10dX1.5 5 8dX1.5 o NOTE: ALL UPLIFT CONNECTORS SHALL BE MARK "HC,H2.5,H8" UNLESS NOTED OTHERWISE. INDICATES SEMCO HARDWARE ALL OTHERS SIMPSON HARDWARE ; (A0445-MIKE BUGG - B9 2-PLY ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIME:NSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2, T3 2x6 SP #2 N: 2 Complete Trusses Required BOT CHORD 2x6 SP #2 N :132 2x6 SP #1 Dense: WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.O_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 12" o.c. ------(LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) WEBS : I ROW @ 4" o,c. TC From 74 PLF at -2.16 to 74 PLF at 37.16 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 4 PLF at -2.16 to 4 PLF at 0.00 IN EACH ROW TO AVOID SPLITTING. BC From 20 PLF at 0.00 to 20 PLF at 35.00 (1) 1/2"—bolts MAY BE USED FOR (2) 0.13lx3.0_g_nails ON BC From 4 PLF at 35.00 to 4 PLF at 37.16 THE BOTTOM CHORD ONLY. TC 1421 LB Cone. Load at 15.65 BC 1421 LB Cone. Load at 15.65 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 110 MPH WIND, 22.40 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. W5X8= W3X5 = W8X8= W3X5= W5X8 ZF— T2 T3 W1,5X4 � 8 5-0-7 Im III N< 20-5-0 B2 W3X5= W8X8= W3X8 = W8X8- W3X5 W3X5(A1) W3X5(A1) zI D �I 2-0-0 I� 3-8-7 _I, 3-3-9 3L 5-3-0 31F 5-3-0 �(F 5-3-0 31E 5-3-1 E 3 3 9 ,I�3 8 7 J r 7-1-12 T 5-1-4 1 5-3-0 r 5-3-0 T 5 1 4 7-1-12 I I, 7-0-0 _I 21-0-0 I 7-0-0 J 35-0-0 Over 2 Supports =� R=3382 U=1460 W=3.5" R=3076 U=1310 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPISSTD 19.4a FL 3 R - Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAILINC AND T C L L 30.0 P S F R E F R 1 5 1- -22362 BRACING. REFER T? HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TR GSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRVIR TO tt MMr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT.+CHED 1 (�� TC DL 7.0 P S F DATE 06/19/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I vFFF......... `'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGIYEEREC �� U1-'ICq BC DL 10.0 PSF DRW HCUSR151 01170012 PRODUCTS, INC. SHA LI NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FnII TO TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTAIi:NG 1NU t t v B C L L 0.0 P S F H C-ENG M N M/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OtSt�N ; eJen R SP ECIF ICAiION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND iPI. ALPINE J - p :Q T O T.L D. 4 7.0 P S F S E A N - 16746 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4I GAL V. STEEL, EXCEPT AS NCLEO. APPLY CGNNE iR,Qq_, TO = t, I� FACH NGSFA OF TRUSS, AND UNLESS OTHERWISE 1Ot:A TED ON iH15 DE.S[GN, POSITION CONNECTOR PEA �nJ�---' D U R-FAC- 1-3 3 FROM I�S DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �.,, �i f,Ip111C Ir'Dg111eeredty,F P7�17CiS,Iflc. COM PONENTTIFORLITYANYLPARTICORLARETR BUIIILDINGOIS THE TRESPONSIBIIFLY OF THE BUSHOWN. THE [LOBINGITY DESIONER. PER TNI] tti S hC V ENG\ Hames City,FL 33844 +ti/1 ANS N G1ITP1 1 1996 SecT IN 2. ,.,,,,,,,,. SPACING SEE ABOVE (A0445-MIKE BUGG - B10 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23.07 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/360.00 LIVE AND L/240,00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC, W055n W3X5 = W3X5= W5X5 mw W1.5X4 W1. 5X4 0 \/ g r (A) {A) -i 8 6-4-7 sh-20-5-0 W3X8= W5X5 = W3X8 W3X5(B1) - W3X5(Bl) I, 4-8-7 _I 4 3 9 5-8-0 I 5-8-0 _I_ 5-8-0 _(E 4-3-9 _I,_ 4-8-7 _J 9-1-12 8-4-4 - I - 8-4-4 1 9-1-12 I 9-0-0 I 17-0-0 I 9-0-0 fE 35-0-0 Over 2 Supports j R=1807 U=993 W=3.5" R=1807 U=993 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD) 19.4a FL 3 R - Scale =.1875" Ft. `*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANG T C L L 30.0 P S F R E F R151-22363 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAT] INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO wy, T C D L 7.0 P S F D A T E 06/19/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHE, _��w.� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG}NF Ell ��••••••C-: � B C D L 10.0 P S F D R W HCUSR151 01170013 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL Ui?t TO •' r,� AI n'E C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •� _��q. BC LL 0.0 P S F HC-ENG M N M/MM A L P I III BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN I>.i! SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • T 0 T.L D 47.0 P S F S E A N - 16748 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOS `� ^_ _� EACH E Of DRAWINGS160 ARZ. ATHEUNLESS ONI THIS`DRAWING INDICATES ADEEPTANCE POSITION PROFESIONALL CONNECTORS ENGINEERING .C'•• 1T •[, RE GPQNSIBILIIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1v+'•• ORlaa•�k' D U R FT A C. 1.33 F R 0 M K S .dlIPt71H g211Cir �FOdU IIIC. COMPONENT FOR ANY PART'1CULAR MNG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AfD EN�7\ SPACING 24.0- .11H A 1-1995 SECTION 2. /JC 1 (A0445-MIKE BUGG B11 } THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23.73 FT MEAN NGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WEBS 2x4 SP #3 :W3, W5 2x4 SP #2 N: WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/36D.00 LIVE AND L1240.00 TOTAL LOAD. 145X5; W1.5X4 III W5X5 W1.5X4 W1.5X4 /r 8 r ---1 8 7-8-7 W3 145 20-5-0 W3X5= 145X8= W3X5 W3X5(Bl) W3X5(Bl) 5-8-7 I 5-3-9 I 6-6-0 �j 6-6-0 I 5- -9 o 4-8-7 8-4-4 - 9-1-12 I 9-1-12 ° 6 3 8-10-7 I 11-0-0 I 13-0-0 I 11-0-0 J IE 35-0-0 Over 2 Supports R=1807 U=991 W=3.5" R=1807 U=992 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPISSTD 1:9.4a FL 3 R - Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INST4LLIN'6 AND T C L L 30.0 P S F R E F R 1 5 1- -22364 BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS.PLATE INSTITUTE, 583 O'0NOFRIO OR., SUITE 200, MADISON, WI 537)9), FOR SAFETY PRACTICES PRIDR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT}ACHED T C D L 7.0 P S F DATE 06/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIIIEERiu BC DL 10.0 PSF DRW HCUSR151 OI17O014 PRODUCTS, INC, SHALL NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FATLU RE TO Q �Q��1 BU[LD THE TRUSSES IN CONFOR MA Nf,E WITH TPI: OR FABR[GATING, NANOLING, SH CPP CNG, (NSI ALLlN6 aNO ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL UES16'I I,Im F�� BC LL 0.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBt ISHED BY THE AMERICAN FOREST AND FAP ER ASSOCIATION) AND TP). ALP INF I L`r: }+ T 0 T.L D. 47.0 P S F S E A N - 16750 CONNECTORS ARE MAGE OF By ASTM A653 GR40 GAL,. S1EEL, EXCEPT AS NOTED. APPLY CONNECTORS iii _� EAC" FACE OF TRUSS, AND UNIT SS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECT URS PER Vf Q OR AWING, 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =��'1' R P r•�• D U R.FAC. 1.3 3 FROM K S Alpine Engu;—ed Products,Inc. COMPONENRESPONSIBT)FORYANYL PAR T IfELY u I AR E BU[IIDINGSS OIPOTHE TR ED'SPONSCBILSHIWTY OF THE BU IL OTHE SUITABILITY NG LOE SIGN ERND ,EPER OF THIS[� '4,-[1� L ORVD,-`� HamesCity,FL 3384-� ANs1)rP1 1-)995 serTlnN 2. s�REUEN� SPACING 24.0" , l I (A0445-MIKE BUGG - B12 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 24.40 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WEBS 2x4 SP #3 :W3, W4, W5, W6 2x4 SP #2 N: WIND BC DL = 5.0 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5� W3X5 = W 5 X 5 W6 W3X5 W3X5 0 W3 8 r (A) WS (A) —� 8 9-0-7 W4 L-20-5-0 W1.5X4 III W5X12 = W5X12 = W1.5X4 III W3X5(131) = W3X5(131) 1_2-0-0_ 12-0-0 I . 6-8-7 6-3-9 I 4-6-0 I 4-6-0 _I, 6-3-9 13}0-0 _I 1 6-8-7 i 6-5-5 8-8-8 6-5-5 1 6-8-7 I 13-0-0 I 9-0-0 I 13-0-0LiEi �1 35-0-0 Over 2 Supports j R=1807 U=990 W=3.5" R=1807 U=990 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD) - 19.4a . FL 3 R - Scale =.1875" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 30.0 P S F R E F R151--22365 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBLISH EO BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOF410 I) SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO q1 M T C D L 7.0 P S F DATE 0 6/19/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT T ACHEC Ey STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. /V%G' p —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE, vY�` U C DL 1 0 0 P S F D R W H�DSR151 D1T7D�I5 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SL r�.P BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING aND t V B C L L 0.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN ' µ1�1 lI+ •t S P EC:IFICA11ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE } _ONNFCTORS ANE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 39 � rT O T.L D. 47.0 P S F S E O N - 16752 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER INA S I.0 'vQ DRAWIRESPONGS 16007Y Z.SOL YTFOR SEAL ON TR U SSICOHPONING INDOESICATES Al,(EPTANCE OF SU I PROFESSIONAL ENGINEERING OL THIS -n Az o ffilQ�{��`�� O U R.FAC. 1.33 FR0M KS L�IP111HE glYl Cd Products Incaines City,Fl, 33844 . COMPONENT FOR ANY PAR EICUI.AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNANDER,USEPER Vy�RC D CP SPACING 2 4.0" ANSI/TPI I-1995 SECTION 2. w (A0445-MIKE BUGG - B13 2-PLY ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T3 2x4 SP #1 Dense: 2 Complete Trusses Required BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 :W5, W6, W7, W8, W9 2x4 SP #2 N: NAILING SCHEDULE: (0.1310.0_g_nalls) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 8" o.c. ------(LUMBER DUR.FAC.=1.33 ( PLATE DUR.FAC.=1.33) WEBS : 1 ROW @ 4" o.c. TC From 148 PLF at -2.16 to 148 PLF at 37.16 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 8 PLF at -2.16 to 8 PLF at 0.00 IN EACH ROW TO AVOID SPLITTING. BC From 40 PLF at 0.00 to 40 PLF at 25,00 (1) 1/2"-bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON BC From 300 PLF at 25.00 to 260 PLF at 35.00 THE BOTTOM CHORD ONLY. BC From 0 PLF at 35.00 to 40 PLF at 35,00 BC From 8 PLF at 35.00 to 8 PLF at 37.16 BEARING BLOCKS: NAIL TYPE: 0.1310.0_g_nails BC 2025 LB Conc. Load at 25.00 BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK 1 34.708' 1 12" 18 110 MPH WIND, 24.40 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. WIND BC DL = 5.0 PSF. TRUSSES TO BE SPACED AT 48.0" OC MAXIMUM. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X7 = W1.5X4 III W5X7 W3X8�i W 3 X 8 W3X5% W5 WZW8 Wg W3X5 8 r W6 T3 �20-5-0 W3X6 III W5X5- W10X10 = W1OX10 = W5X5= AW 4 X 116 B 31) W4X16(B3) W3X8= W3X6 III i z o o I 13-0-0 I 9-0-0 I 13-0-0 O o 35-0-0 Over 2 Supports R=4541 U=2400 W=3.5" R=7313 U=3861 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD' 19„4a OTY:1 FL/-/3/-/-/R/- _ Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING"AND T C ILL 3 0.0 PSF R E F R151-22366 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO - �Y► T C D L 7 P S F DATE 0 6/1 9/0 1 PERFORMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROP L RLY ATTACHED - a� � A STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - � •;'-�7�� `*IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINL EYGINI�REO !' ** BC DL 10.0 P S F D R W H�D$R15I DTi�DD2� PRODUCTS, INC. SHALL NOT BE RESPONS I8LE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAl1 URE TO I /7/--- �1• i �.••�j A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AKD t B L L O.O P S F H C-ENG MRM/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 0,'IGN / Jr4 in SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 6ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ,I '}]�� 7E OF Q T 0 T.L D. 47.0 P S F S E Q N - 16763 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 2�' Vr J•((� DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I V1 ^., dR�QP• �4 D U R.FAC. 1.33 FR0M KS AlpineF�Engineeied Products,InC. RESPONSIBILITY' BOTFLY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �+�, Rr ENG\ Ty, COMPONENT FOR ANY pgRTICULAR BU II DING IS THE RE SPO NS IB[LITy OF THE BUILDING DESIGNER. PER C SPACING S E E ABOVE ANSI/TPI 1 1995 SECTION 2. *'1. » (A0445-MIKE BUGG - Cl ? THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 110 MPH WIND, 22.40 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. W4X4(R) % W 5 X 7 T2 W1.5X4 W1.5X4 8 F— —l8 5-0-7 20-5-0 W3X8 W3X5= W3X5(Bl) - W3X5(B1) L<2-0-0>1 If2 0-0>1 3-8-7 3-3-95 3 8 3-3-9 3 8-7 7-1-12 5 0-0 5-11-0 L- 7-0-0 I 5-3-8 I 7-0-0 I 19-3-8 Over 2 Supports R=1866 U=1000 W=3.5" R=1866 U=1000 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.4a FL 3 R - Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSIALL;NG AND T C L L 30.0 P S F R E F R 1 5 1- -2 2367 BRACING. REFER TO HIB-9T (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (IN US PLALL INSTITUTE, 583 D'ONOFRIO UR.. SUTE 200. MAD150N, W1 53719). FOR SAFETY PRACTICES P4IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7.0 P S F DATE 06/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .\ ,. *'IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALI Nt LNG�NEERED R V �I B C D L 10.0 P S F D R W H�D$RT 5I DTT DDIb PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV tATION FROM THIS DESIGN; ANY Fn IL6,7E TOS a •' • BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SRIPP[NG, INSTALIING ANG l? ��• B C L L P S F HC-ENG M N M/MM A ALPINE I�TF�t BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N ATIDN A7. .ES tfN _+,] p SPECIFICATION PUBl15HE0 BY THE AMERICAN FGRE ST AND PAPER ASSOCIATION) AND TPI. AL FINE TOT.L D. 47.0 P S F S E Q N - 16734 CON NE CI'ORS ARE MADE OF 20GA ASTM A653 GR40 GALLA. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS. 1'1 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTO0.5 PEN l�tV`y p� •� 1� RESPONSIBILIITY SOLILYTHE FORSEAL ON THE TRUSSTCOMPONENT OEDRAWING DSSIGNIES SHOWNCEPTATHE SUITABILITYANDUSEIOFETHIS �L t D U R'FAC. 1 .33 FROM K S Alpine Engineered Products Inc. COMP FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERREp EN.,,i SPACING S E E ABOVE Haines City,FL 33$44' ANSI/IPI 111995 SECTION 2. G (A0445-MIKE BUGG - C2 ? THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23.07 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L1360.00 LIVE AND L1240.00 TOTAL LOAD. W04 W 4 X 4 W1.5X4 �� W1.5X4 i 8F —18 6-4-7 W2X4(A1) W2X4(A1) 20-5-0 W3X5 = W3X5 lf2-0-0>! 4-8-7 ,I 4-3-9 11-3-81- 4-3-9 O_q_ 3-8-7 r 9-1-12 2-3-5 T 6-10-7 9-0-0 I B I 9-0-0 I 19-3-8 Over 2 Supports R=1069 U=590 W=3.5•• R=1069 U=590 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.4a FL 3 R - SCale **NARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL!.INr, AND T C L L 3 0.0 P S F R E F R151-22368 BRACING. REFER TO HIE) 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS ELATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRLOR TO ftwwW PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, 10P CHORD SHALL HAVE PROPERLY ATLICHED l TC DL 7.0 P S F DATE 06/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEII ING. - - v ••••••. r —IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE tNGIN'ERED 2•Qt�Ft lh. BC DL 10.0 PSF DRW HCUSR151 01170017 PRODUCTS, INC.7 �� SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ��• BUILD THE TRUSSES [N CONE OR MANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING .APO + ❑C L L D 0 ft S F H C -ENG MIVM/MM A A L P I N E BRACING OF TRUSSES. HDIESIGN CONFORMS WITH APPLICABLE PRUV[S1ONS OF NDS (NATIONAL DF�.1G1, j :•�I11) + U f SPECIFICATION PUBLISHED BY THE AMERICAN FGREST ANO PAPER ASSOCIATION) AND 7P1. ALPINEC CONNECTORS ARE MADE Of 2OGA ASTM E653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTURS T,�i : . •Q' TOT.L D. 4 7.0 P S F S E 0 N - 1 6 7 3 6 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THOS UESIGN, POSITION CONNECTORS PER •� FP •� DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �/3+'•• QR�Q;•P' O U R.FAC. 1.3 3 FROM IC S RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEN( DESIGN SHOWN. THE SUITABILITY AND USE OF THIS p C`, _ �P��nBrn�red PraIUCYS,IIIC. COMPONENT FOR ANY PARTICULAR BUlLD1NG 15 THE RESPONSIBtLkFY OF THE BUILD CNG UE SIGNER, PER �'� RF� CP� HamesCtry,FL 33844 ANSUTP1 1-1995 SECT1uN 2. SPACING 24.0" (A0445-MIKE BUGG - C3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 23.28 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC OL = 5.0 PSF, DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4=— W1.5X4 W1.5X4 8 F— 8 6-9-10 20-5-0 W2X4(Al) W3X5 = W3X5= W2X4(Al) __ L<2-0-0>J 5-0-5 I 4-7-7I I 4-7-71 0-3 X14 4-8-7 6-6-13 T 6 1 15 2-1-7 8--10-7 I— 9-7-12 —L 9-7-12 I 19-3-8 Over 2 Supports R=1083 U=594 W=3.5" R=893 U=413 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.4a FL 3 - R Scale =.25" Ft. *BRAT NTNG— TRUSSES REFER TO HIB yOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R 1 5 1--22369 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE - INSTITUTE, 583 D'ON DR., SUITE 200, MADISON, NI 53719), f1R SAFETY PRACTICES PRIOR TO �/"r_,--riw�r�-.-, P ERE RMING THESE FUNCTIONS. UNLESS OTHER [SE INDICATED, T0P CHORD SHALL NAVE PROPERLY ATTACHED ',"` R�N1��/`yf - TC DL 7.0 P S F DATE 06/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -A ,STRUCTURAL t'� '*IMPORTANT*t FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •Q��F� �' � BC DL 10.0 P S F D R W HCUSRI51 01170018 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO "�fTT �(ri' ;�•'.PP BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 2 B C L L O.O P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORM$ WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN . /•- n L,j,. SPECIFICATION PUBLI SHEU BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ✓< C /} CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 f,ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ;��i �A.' �LG`" T O T.L D 47.0 P S F S E�!N - 16738 DRAW IN6Sen EACH FA E160 AaZSS A THE ND U SEAL NLESS OPERIS ES GN, G7 NEERING +4�/r• ��1/R�Q�`f•v AI InE E'n RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIi ITV ANO USE OF THIS p� v"t :' OUR.FAC. 1,33 FROM KS P BCT Products,Inc. COMPONENT FOR ANY PARI ICUt.AR BUILDING 1S THE RESPONSI 811ITY OF TME BUILDING DESIGNER, PER � 'r��Q�l�" Hames City,FL 33844 ANSI{TPI 1-1955 SECTION 2. 6ti.�,�•�,,...''` SPACING 24.0" (A0445-MIKE BUGG - C4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL LOADS BOT CHORD 2x6 SP #2 N ------(LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) WEBS 2x4 SP #3 TC From 74 PLF at 0.00 to 74 PLF at 7.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 110 MPH WIND, 23.12 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BC 893 LB Conc. Load at 1.06, 3.06, 5.06 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W1.5X4 Iff W3X8 8 (— 5-0-7 6��ZAJ -�§ 20 5-0 W3X8 III W3X5 W2X5(Al) I� 3-9-15 IE 3-0-5 '-1L12 C 3-9-15 7 3-2-1 --7-0-0 Over 2 Supports--- R=1916 U=941 W=3.5" R=1421 U=710 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.4a FL 3 R - Scale =.375 Ft. "WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND � T C L L 30.0 P S F R E F R151-22370 BRACING. REFER TO HIM 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TROs; PLATE INSTITUTE, 583 D'ON0 FRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY /.TTICHED ,``� TC DL 7.0 P S F DATE 06/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I '�'��7 c '*IMPORTANT"" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE EN;I NCER EC. f •'•�••� '•. BC DL 10.0 PSF DRW HCUSR151 01170019 PRODUCTS, INC, SHALL NU7 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OFSIGN; ANY FA if URE IU Tify_[• T �.•� 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INST,A INC, AND }� F 0 �.= B C L L 0.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N ATIINE- Ct SIG;Y ! SPECIFICATION PURLISHEU BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANU TPI. ALPINE ) * TOT.L D 47.0 P S F EIEIN - 1 6 74 1CONN Ef,TOftS ARE MADE OF 20GA ASTM A653 lift 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNEC?GRS T�1 � � wF+ x^C :QFACHFA r: OFTRUSS, AND UNLESSOTHERWISELOCA TEOONTHISDESIGN, POSITION CONNECTORS PERDRAWING$ 160 A 7. THE SEAL ON TN IS 1)R AWING INDICATES ACCEPTANCE Of PROFESSIONAL ENG[kEEK:Nf- �ii 'cLCO�:• � OUR.FAC. 1.33 KS llllplOC En$In2QrCd P[OdWCYS,Inc. RESPONSIBILITY SOLELY FOR TWE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of 7113 3 GSC, 1-I3IDCS City,FL 33844 rOM PONENT FOR AN'Y PARfI CULAR BUILDING IS THE RESPONSIBILITY OF FOE BUILDING DESIGNER, PER � f�fO L�V S P A C:ING G 2 4.Q'+ ANG'/TPI 1-1995 SECTION 2. C C» 1 w BM4 BM5�.� 1' F FS RI FS RIM in F5 BM3 BM2 m BMI RIM f F2 F1 LO RIM 22' 13' `----- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00001272 Date 9/10/09 Property Address . . . . . . 1120 OCEAN BLVD Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2200 ---------------------------------------------------------------------------- Application desc reroof ------------------------------------------------- --------------------------- Owner Contractor ------------------------ ------------------------ PARKES, H.G. BURGER ROOFING CO. 1120 OCEAN BLVD. 134-1 ERNEST STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32204 (904) 355-2756 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 52 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 2200 Expiration Date . . 3/09/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 52 . 00 52 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 52 . 00 52 . 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 DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247.5877 PE!"tNtIT IWORMI L LCAT I IIVFt FL iTION— Permit Number: 22257 Address: 1120 OCEAN BOULEVARD Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: SPR INFORI�AATtON _. Date Issued: 6/29/2001 Name: MIKE BUGG Total Fees: 25.00 Address: 1120 OCEAN BOULEVARD Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/29/2001 Phone: {904)241-2428 -I Work Desc: FOUN ATION ONLY NTRtCT ;` APPLICATION=FEES PETER COALSON PERMIT 25.00 w NOTICE-4 EC I�'1 0ST BE REQUESTED AT LEAST 24 HOURS PRIOR'TC rINSPECTION -- _. BUILDING MATERIAL, RUBBISH' - DEBRIS FROM THIS WORK MUST NOT BE PLI ED IN PUBLIC SPACE,AND MUST BE CLEARED`UP AND HW(D AWAY BY EITHER CONTRACTOR OR OWN . "FAILURE TO COMPLY WITHI . E CONSTRUCTION LIEN LAW qhl RESULTIN THE PROPERTY OWNER PAYING II FOR BUILDING IMPRO ENTS" " ISSUED ACCORDING TO APPAOVE l AI WHI ,A Et' `' tT OF- `til"€P T SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE°RROV SNS ' Lilt. N, M.88 14 AT TIC t$ CH BUILDIN DEPT. gate: 6/29/81 81 Receipt: 886945 X3221888 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:�`'� ` 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. _�wboj �mb" Aow ELECTRICAL FIRM: ""MASTERELECTR AN SIGNATURE JOURNEYMAN NAME (f-_ C ADDRESS: l/C-'y' " '!1/ �. 'FLRFD BOX BLDG.SIZE BETWEEN: RES. I. 1 APT. ( I COMM. ( ► PUBLIC �i 1 INDUS. ( 1 NEW ( ► OLD ( 1 REW. ( I ADDITION ( 1 TRAILER 1 1 TEMP. (lr SIGNS ( 1 SO. FT. SERVICE: NEW (ril' INCREASE ( 1 REPAIR ( I FEE _+ CONDUCTOR SIZE AMPS COPPER ALUM. ( ► SWITCH OR BREAKER tD AMPS \ PH W 60VOLT ,t RACEWAY EXIST.SERV,SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALEDOPEN _ TOTAL 0.30 AMPS. 3"000 AMPS_ SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER APPLIANCES _ 17_�ELL TRANSF. - AIR H.P. RATING N.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-14EAT OVER MOTORS H.P. VOLTAGE PHS NO. 111•P. VOLTAGE PHS MISCELLANEOU J om� ITN - T) I — TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA NO. NEON TRANSF. NO, VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN - FORWARDED $ TOTAL FEE CITY OF 4&n4c R ��//�/fir F� Office of Building Official REQUEST FOR INSPECTION Date Permit No. `\ Time A.M. Received Job Addr-- -,> L a d Owner's Name- �` �-" C Contractor ILDING CONC ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough El Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. ��'`� Tues, Wed. Thurs. frjday�. P.M. �`' _ 1 (- 0 ( "-, f A.M. Inspection Made I P.M. `7 Inspector Final Inspection ❑ q � Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL. 247-5826-FAX 247-5877 }::OCA 10ttPORIt ATION- - - PERMIT'}IyFAT11 .; Address: 1120 OCEAN BOULEVARD Permit umber: 22200 ATLANTIC BEACH, FL 32 NBook: permit Type: DEMOLITION Township: Range: Class of Work: REMODEL Lot(s) Block: Section: : Proposed Use: SINGLE FAMILY Subdivision: Square Feet: Parcel Number: Est. Value: dWN I +IFOR} " }CII . Improv. Cost: 300,000.00 Name: MIKE BUGG Date Issued: 6/20/2001 Address: 1120 OCEAN BOULEVARD I Total Fees: 100.00 ATLANTIC BEACH, FL 32233 Amount Paid: 100.00 phone: (904)241-2428 Date Paid: 6/20/2001 Work Desc: DEMOLITIO LY P ,}CTIflt:FEES 100.00 CONYRA1rT�i=S PETER COALSON00 .„,, �x x : _ . NOTICE INSPECTNS .ST QBE REQUESTED P`T,�.LEAST.24 HOURS PRIQTO INSPI�CTION _ D -- THI BUILDING MATERIAL`' RUBBISH {?EBR.ISMHER CONTRACTOR OR OWRWORK MUST NOT BE: GED IN PUC SPACE,A MUST BE CLEARED UP AND HAtJI�AWAY BY E — (LURE TO COMPL'K,W}TH.;T} ONSTRUTION`LIEN L AN RESUfi IN THE „FA `DIN EanTs" . PROPERTY OWNER PA�F4NG = -, - —� AND SUBJECT TO REVOCATION I WI- CH AR TF S ISSUED ACCORDING TO APPROVIQ,PS FOR VIOLATION OF APPLICABLE PR df 47.E ` ATOP+ TIC BEA H BUILDING DEPT. Date: 6/29/91 81 Recei t: CHECKA 1879 88188983221988 4 C iP r�A J RF, CITY OF ATLANTIC BEACH City as PERMIT APPLICATION REMODEL,ADDITIONS, OR ALTrA( �,nj'c Soach M MOVING, DEMOLITIONS "" d Zt�r2jn� Owner(s) 1 1 1 1�1 L, h I 1 Ca CA M Job Address S Ito )- ,�S it t, Phone Lot#�_ Block or Unit# `f Subdivision Contractor Cook S&w) 0XMrCt C:C r:20 13C . State License# (✓2 -�' G Address Say NCY+h C—t f 5t S+• Phone a4q - _3Li-7 0 city Aw-y'scm1 (Ie EdachState, Zip �;?,350 Describe work to be done ' Ly Present use of buildin Ls Valuation of Proposed Construction _ A010. .non. Proposed use TES� y. Is this an addition? 5 _ If yes, what are the dimensions of the added space: ft.x ft, Will the added area be heated and cooled? vZS New electrical (or increase) �S�Lhf New plumbing fixtures? New fireplace? New Heat/AC? yes SUBMIT THREE(COMMERCIAL)�Q (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT,AND OWNER/ CONTRACTOR AFFIDAVIT, IF WNE R I CO RACTOR. Signature of OWNER Date: .6Z11 ? _ Signature of CONTRACTOR Date OK of STATE OF FL RI COUNTY OF Sworn to(or affirmed)and subscribed before me this t day of -�UN1Q. , 2001 AS TO OWNER: Notary's Signature ,. e Imp'n; m cl7C�I L1 RDu55 ✓Personally known ''lts undo MoAow * **CooNnia" ❑ Produced Identification %; ++Y ESQ JUM 18,2001 Type of identification produced Sworn to(or affirmed)and subscribed before me this�_day of J l JY LQ �n200 t AS TO CONTRACTOR: Notary's Signature _8qo�40- r ► I C 0-(.),) C C ASC n C:�-}ra C 0 i 5; 1(1C • personally known ` � Und° ""0c""" * *My GomnSiNion oG90l6N Produced Identification XMY E*km Jum 13,200 Type of identification produced K q MAP SHOWING BOUNDARY SURVEY OF LOT 2,BLOCK 44,ATLANTIC BEACH,AS RECORDED IN PLAT BOOK 5 PAGE 64 AND PLAT BOOK.6,PAGE 1, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA CERTIFIED TO: "ATLANTIC BEACH PARKWAY"./ MICHAEL W. BUGG PLAT BOOK 15 PAGE 61 PATTERSON, BOND & LATSHAW, P.A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY N 09'34'12" W AR 1.4' 49.97' (MEASURED) D 3. STA PEo CM LBB6 02' SET 1/2' REBAR 1—•—•— •—•—•—,—•—■—•— ——— 0.5' STAMPED'MITNESS LB 6702" 2' VATNESS CORNER 50,00' (PLAT) J LOT 2 LOT 1 BLOCK 44 u BLOCK 44 _ 0 3 AIR CONDITIONER Li W5., 1 O � Q 7.2' S.0' 25.0' Q C-J W ^ W A I m a Cn ( rn a N ONE STORY MASONRY N LOT 1 0 POSTED # 1120 ' 0 LOT 3 BLOCK 44 3 n BLOCK 44 N 4 W u-i O I 1� O 7.2' mo' N p —1-17 CD � .. o I Q, co V) I.►WOOD CARPORT Z SHED 24.1' 7.7' 0.2' 9 n O.S' 4 . 4 50.00' X2.6'^ FOUND i/2 IRON PIPE S 09'36'48" EFOUND 1/2" RE NO IDENTIFICATION STAMPED CM LBBAR 6 02- 8 ,, �qN 49.99' (MEASURED) OCEAN BOULEVARD SOUTHEAST CORNER 1�� 50.00' (PLAT) OF INTERSECTION roe (50.0' RIGHT OF WAY) FOUND 1/2" IRON PIPE NO IDENTIFICATION NOTES ACCEPTED BY LEGEND: R - RADIUS —X— FENCE L - LENGTH O CONCRETE NOTES: I. BEARINGS ARE BASED ON THE _ASSUMED__ BEARING OF S80'00'00* WREVISIONS __ ALONG THE SOUTHERLY BOUNDARY UNE OF SUBJECT PARCEL. 2. BY GRAPHIC PLOTTING ONLY, THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE ___X__ DATE DESCRIPTION AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075, PANEL -_ 0001 p, 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VcmnCATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4, THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB # 13108 DATE OF FIELD SURVEY: 11-14-00 DATE OF ISSUE: ll-17-001 SCALE: 1" 20' CERTIFICATE. 2522 Oak Street I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AMA Jacksonville, Florida 32204 AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA (Phone) 904-389-5989 BOARD OF PROFESSIONAI. SURVEYORS AND MAPPERS IN CHAPTER 61G17-6. FLORIDA (Fox) 904-389-6175 ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.072, FLORIDA S4ATUTES, f a ,�. <, MICHAEAIELLO LICENSED BUSINESS p 6702 REGISTERED SURVEYOR AND APPER 1 4879 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS . _.. ,_. :w«+„m;Fs,., ..n�adWMn�+e4rMit4Wl�aw,+rrf-041+kalwsu,.w.u1W,+iv»u+w+a•..w.n .,. .w., RECOVED CITY OF ATLANTIC BEACH -��,'��'�� PERMIT APPLICATION REMODEL,ADDITIONS, OR ALTERATIOi�Y'5`� 2 ' 2 MOVING, DEMOLITIONS City of Atlantic Beach Owner(s) m I e 71 i G Q Building and Zoning Job Address S i d 5+,ree.+ Phone a Ll I - a 43 7^ Lot# `>� _ Block or Unit# 4 9 Subdivision Contractor Cpc,IStI �rac.-iters, Lnc. . State License#_ l ('.. Address 5,�)H Nuf+h P1'(^5 - S+- PhoneyCi -_34 7 L) City �lf'1,�,Gfll;l(�Cf�C "1 State �� Zip ? > Describe work to be done Present use of building `�SilJ�rlC Valuation of Proposed Construction. Proposed use Ts_�-s mv;. ac's_ Is this an addition? Y�5 If yes, what are the dimensions of the added space: ft. x ft. Will the added area be heated and cooled? VZS New electrical (or increase) S��ihc i✓ New plumbing fixtures? New fireplace?�JE_s_ New Heat/AC? C,:S �l SUBMIT THREE (COMMERCIAL)(&RXRESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING AU SITE PLAN, SURVEY, EN G CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDA , I OWN RIS ONTRACTOR. 9 Signature of OWNER Date: Signature of CONTRACTOR Date I STATE OF FL RID COUNTY OF Sworn to(or affirmed) and subscribed before me this It day of -�L� +tS'_ _, 200% AS TO OWNER: Notary's Signature I'Y 1 ►Y,L U C �.. '�. Linda r;cCls�w 5� _ Personally known c „i�ceases ❑ Produced Identification 3=/ Expires June 19,2004 Type of identification produced Sworn to(or affirmed)and subscribed before me this 1 ON day of 200 r AS TO CONTRACTOR: Notary's Signature !J )UY�40 Ct`�CO(,T,cn r CI C f S, '(1 C D---Personally ly known Qf'*Linda McCraw ❑ Produced Identification MM Gurnrniuion CC93WO C (�F,on ioY Expires June 18,2M Type of identification produced FOR OFFICE USE ONLY 4A Date------..-..-I.-Alf.....19 Permit Fee$•----••-••••----........ CITY OF ATLANTIC BEACH, !Jomp Valuation ............................... FLORIDA House ------6144-k--....0 he'd, ---------------------------------------------------....................... APPLICATION FOR BUILDING PERMIT .......................................................................... ........................................................................... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that list of sub-contractors be submitted to this office so that licenses can be verified. Date.................... .................... Tri-Buildere, Ines Owner-------- ----------------------------------------------_---------------......................Address_...145...46reC4411-14 Telephone No.447'.5630- Architect-------------_---".........................................................................Address------------------------------------------------------------Telephone No--------------------------- Contractor Builder. Tri_-'Duildlers.,....Inc...................Address........................._------------------------.....Telephone No....---------------- ----------------7---------- ----------- --------- 44 AtI. Beh. .........Zone.---- ------------------------------------------------- ........... Lot�Lo...................... ------ -----------Block No..-.............................Sub Division........ C14K eAO joe . .........Side Between........./Z .4..............................and------ ....................... -----Sts. 1- 0 ..................... i& 0...SWeet----W,-jr,/ FResidewo ...:...........................:For w al purpose wi Valuation $ h building be used...-..---------*------;;101--------------Type of construction---- 35 x -.5-0..R._130..............................Size of Footings.---0---X.-10... ------- Dimensions of Building--------------------9--------_--.Dimensions of Lot �---- Size of Piers_---------W----------------------Size of Sills- — .-----..-----.------_.--Greatest Sill Span in ft...—-----------------.-Type Roof4hinal —=7 How will Building be Heated?----_.. ..oil ---------------- -----------_-_--_---Will Building be on Solid or Filled Ground?.............SOI.......JA ................... 4" 34# Size of Ceiling Joists.--------t--------------------rus8*9------------- Distance on Centers_......__............................... Greatest Span.--- I...... --------.......... op Size of Floor Joists-. ---------------slab----------_--------------Distance on Centers.--------- ........................, Greatest Span--..---------------................... 19 truso*s 2411 344 Size of Rafters-_----------- --------- ............ Distance on Centers....... ............................. Greatest Span_---------------------------------------- This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z 3. When steel is in place and ready to pour beam. 07, '4 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. ? 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. M S. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT 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 building regulations of the City of Atlantic Beach. Signature of Build ..... .... ........ Address...... d....... of ------------------_-_--- Owner,. .;Lft_- - -- _- .... . ...... ... .............. Address---------------------------------------------------------------- :1114 iT e- Ffhr,(ayl r Sy / i3 ; afsI13 _ r►,l��k Valercty\ _ f_N PGc 0 h -r1 y 2138 .5 S ,l ,i ,,,• ez /, i p .t . On % te <pi / S, Block r = . .... ion _- n :nd de r' . 1-1- 1y , s . ons-Bul la i ; r ; ons Lot Size _ ,- Hers S7 _i i s Greatest t S1 es1 n f l -Solid or r i l l ad Ground Hoof ST Ceiling Joists on Centers --Great nst 0 ban ,z Floor joists st . on Centers _ si :n Sz . 5aftars moist . on Centers span - - Tyo _ 1pi as of c_ans and : eci fi cat ons shall be sut- - tted with ayr- -. . 1 . , n 6t2el is in nla3e ond Pundy to pour footing . 20an ttzel is in & Lca and ready .,o pour col 's ond/or - _r! . i . 3 . When steel is in hince and ready to pour beam. 4 . �h n fr±0ng is cc" S t fid . 5 . Vier rc -ori ! ' '"'._ As _ _ c d Wit_ �-- _ = .. iy 10 i , er !?D . 6 . When septic t _cnd dvain field or sa er is laid Lou before co _ _ - 7 . H,.ectr i cal 1-.s_ect_. Vin . S . sinal inspection . C CAS in case of any rejection, reinspection MUST be i called for after corrections are made . rear lot line APPROVED CI#Y OF Al LAN11C BEACH in consideration of permit given for doing e,urLDFNG OFFICF the work as described in the above statement , we hereby agree to perform said work in FEB 2 1 M ac .lance with the att __.ed plans nnd C __ c at!GnS , . !1ch nne a girt 'of, and 1 in nccor0ance with the l of ,he City ofAtlantic vach . . J _ 4 _ , - /Q U � s 171 S 04,&Qr AB _ J _ �� i DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 6 3 9 g __ PERMIT TO BUILD i THIS PERMIT MUST BE POSTED ON JOB Date 8ebruary 21, 19 84 7.50 T 7.5UCKT 7 RE—ROOF 7.50 G=}Z I " 2/1 71U I Valuation$ Fee$ Q �i •nUCAG This permit not valid until above fee has been paid to City Treasurer,and is I 211718; { p� subject to revocation for violation of applicable provisions of law. 1 0 Wt�tU This is to certify that MARK VALERIEN has permission to build RE-ROOF AS PER PLAN? Classification RESIDENTIAL Zone Owned by MMCHRSTER ` Lot Block S/D i House No. 1120 MceanMlvd. . According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS _n AFTER DATE OF ISSUE 4—^10. 4 00 0 Building material, rubbish and debris � zi from this work must not be placed in public space, and must be cleared auled away by either con- tra o r owner, Building Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER fin:. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32133 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: 0OF © e Q Intersecting Streets: Between And aURIDING Sub-division N. 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 attachyd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of'good-practice listed therein. Name of Mechanical Contractors Contractor (Print) P het Pi} Master Name of Property Owner 4 S Sigeafurs of Owner /®�_ � �� X e rr/`t-.S Signature of or iArsNrorised Agent o � ly� Architect or Engineer IIL 4101LUL INFORMATION r A, Typo of heating fW: B. IS OTHER CONSTRUCTION BEING DONE ON Q/'�ittrit THIS BUILDING OR SITE? *0 0 hes-Q LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION D Cil PERMIT Other— Spey IV. kMGUkNWAL WUI1PMIENT TO SE INSTAL= NATURE OF WORK tit"'We ebn►plefe Test of components on back of this forml residential or ❑ Commercial 11 iat ❑ Space E3RocmW il-Control O Raw ❑ New Building Air Coadrtionieq: ❑ Room 113'tentrol ' (3 Existing Building O Oact System: Materiel Thieknrss � piacement of existing system + e.f,m. ❑ New installation(No system previously installed) Maximum opacify _._ ❑` Extension or add•onTO-exi6ting system Q Refriq�ratien ❑ C) Cooling tower. Capacity` q.p n. Other — Specify CIFins sprinklers: Number of hMd< Q Hwator ❑, Monlift ❑ Escalator (eumbe►) THIS SPACE PQR ow=USE ONLY Q .;6esoline Pumps (number) (Reeeired) 13 Yeah (number) Remark: Q LP containers (number) CLUnfired pressure vesNR Q Permit Approved by Dole ...�_ © Otbel Specify Permit LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT capacity AVPMmbg NNmber Vaita Description Modal Number Manufacturer ('poo y` / 3 ua ., E1IiAT1 FURNACES, BOILERS, FIREPLACES „ x mbar Vans Descriptkan X01141 Number l,Lamuaeturss AgMW .. TANKS now Me" NganlOal capacity Ty"1L14uid Noma of Serial Arps Vint aW Dinsu alms C011tain" Yenta atam, No. A�a►ey DPItTMRNT ECF B1Lpt1�1G CITY OF`AT1.AN, BEACH : PBR32NRRA' tN �.. P r N a ►b{ r>1 Address� > ��: t� Aft DRIVE, A 'LANT'I `HAc , FLt�RIDA 3223 Piroit Ti : MECtA�CICAI . :. _ � R$CRIPTf ------ kCl Lot: k � anstr. T11 "o T' ra l ht hl'iG: Cbdo,z 5txbdiVil e� t E�tt4d �'el�a�:, t:40 .11pprovio . opt: *q,00 Tt t�X 41.00 Ai aur: si s. . 00 T"RAL NEAT AND AIR � "YS dei wM•FY.ar M` i i+Y WAT 10 ES . , t,,- 0141.00 dr MATER IW 40T FEE, So. o �2 8 I NPACT98 ,a A. RASION OWlf R.;S. RADON GAS §, «t"M WhitR UP- X3.411 :0ACR ' FL 32250 H�CS3S�t�L�1.IC BHAR� 7-' t T'�+p : 19-INSPECT, FR' owoo . y a I& z ' g f+ 12 N©T, �-ALL CQNGS F �AND FOOT1 ",*L BM 1 CT #3 ke7 I- PERMIT VC?1t� E 5 F'T R Mt SUS`: .' Shy NDS guii.OING lA 1 iAks`f tJBQ1 �AE J31S FRAM TH1 RK.I UST' �� .: .4 qAE t1P= #tD!I iAt1LE[ P`CQNTR�iV"913 t3WN 1 THE, N . ROOM l, 0 FA[,� T _.,, � ' -fit ' ' •�„ ��'�Mi4F � 'pan TT JW"04 4 ARE PART OF"THIS P MIT AE b FEV �! 1, pR 3 1 1AN5 Of t,AW, 4 X ATLANTIC 81t B4)131NtsTMENT Or x " rr 3o v �� r CITY OF 800 SEMINOLE ROAD -------- -- ----- ATLANTIC BEACH,FLORIDA 32233-5"5 TELEPHONE(9(W)247-5800 FAX(904)247-5805 July 27 , 1995 Mr. Everett H. Manchester 1120 Ocean Boulevard Atlantic Beach, FL 32233 Dear Mr . Manchester: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 1120 Ocean Boulevard a/k/a Lot 2 , Block 44 , Atlantic Beach RE#170285-0000 Investigation of this property discloses that I have found and determined that . a public nuisance exists thereon so as to constitute a violation of City of Atlantic Beach Ordinance Chapter 24, Section 24-163 - Boat Storage i . e. , storage of boat in front of front yard setback line. You are hereby notified that unless the condition above described is remedied within five (5) days from the date of your receipt hereof , this case will be turned over to the Code Enforcement Board. Under Florida Statute 162 .09, the Code Enforcement Board may impose fines of up to $250 .00 per day for a first violation and $500 .00 per day for a repeat violation. Sincerely, 4 ar W . Grunewald Code Enforcement Officer KWG/Pah cc: City Manager CERTIFIED MAIL RETURN RECEIPT REQUESTED CITY OF 1�a�rtic t��i - ��vcida 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 July 27 , 1995 Mr. Everett H . Manchester 1120 Ocean Boulevard Atlantic Beach, FL 32233 Dear Mr . Manchester: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 1120 Ocean Boulevard a/k/a Lot 2 , Block 44, Atlantic Beach RE#170285-0000 Investigation of this property discloses that I have found and determined that a public nuisance exists thereon so as to constitute a violation of City of Atlantic Beach Ordinance Chapter 24, Section 24-163 - Boat Storage i . e. , storage of boat in front of front yard setback line. You are hereby notified that unless the condition above described is remedied within five (5) days from the date of your receipt hereof , this case will be turned over to the Code Enforcement Board. Under Florida Statute 162 .09 , the Code Enforcement Board may impose fines of up to $250 .00 per day for a first violation and $500 .00 per day for a repeat violation. Sincerely, "r ' runewald Code Enforcement Officer KWG/pah cc: City Manager CERTIFIED MAIL RETURN RECEIPT REQUESTED CITY OF lVe4d - 34 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 December 5 , 1995 Mr. H. G. Parkes 1120 Ocean Boulevard Atlantic Beach, FL 32233 Dear Mr. Parkes: Our records indicate that you are the occupant of the following property in the City of Atlantic Beach, Florida: 1120 Ocean Boulevard a/k/a Lot 82, Block 44, Atlantic Beach "A" RE#170285-0000 Investigation of this property discloses that I have found and determined that you are in violation of City of Atlantic Beach Ordinance Chapter 24, Section 24-163 , i •e. , recreational vehicles and boats must be stored behind the front yard setback line. In most cases this refers to behind the front line of the building. White Stamas FL7939CL; and Chapter 12, Section 12-1-7 - Abandoned vehicle, .e. , vehicle stored on north side of property. You are hereby notified that unless the conditions above described are remedied within thirty (30) days from the date of your receipt hereof, this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500 .00 per day for a repeat violation. Sincerely, yKarl W. Grunewald Code Enforcement Officer KWG/pah cc: City Manager CERTIFIED MAIL RETURN RECEIPT REQUESTED CITY OF 'T' 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 November 6 . 1995 Mr . Everett H . Manchester 1120 Ocean Boulevard FL Atlantic Beach . F" 322233 Dear Mr . 1.14an-he-ter : our records indicate tt,at you are ti-ie cit the folliowlna, the City of !-.t 1 an -- Eeacll . I.Ir a./k/a L o.t. o2 , B a c k 4 4 . A t I a n t. c Beach REW0285-0000 Investiaation of this prn-certy discloses that I have founci and determined that vou are in violas. ' on of c-ity of Atlantic Beach O::dinance Chapter 24 . Sect-Lon i .,e . . recreational vehicles and boats must he stored behind the 'front vard setback line . In most cases this refers tf behd' ,>id the front line of the buildina . White Stamas FL7939(,L : and Chanter 12 . Section 12--1-7 - Abandoned vehi Cie , 1 1 e vehicle 's ` OrF�d '-A-1 nt-L-t'rl _ iIle 1:A T-)rc)T)ertv You are hereby notified that un! ess the conditions above described are i ei-fieAied -w ithn thirty ( 30 i days from the date of your receipt hereof . tinis case wi I 'I be turned over to the Code E n f- F-V' Und f,r F I oz:i d a S-1L.a t'U L�_ 1 9 , the: 1--n cl Fn 4' en t Boa L d fna,, imp-_)se fines of uy,� 11,, 521,0 . 00 met day fo--, -First vIolation an(i 5500 . 00 Der (lay for a repeat vicolation . Sincerely . Karl W . 'Grunewald Code Enforcement KWG./pah cc : Ci t v 14 a n a,--e r VIA HAND DELIVERY CITY OF r��'aut�c �tkac! - ��evcida. 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 �l TELEPHONE(904)247-5800 FAX(904)247-5805 CERTIFICATE OF SERVICE I . hereby certify that I delivered a notice to Everett H. Manchester at 1120 Ocean Boulevard , Atlantic Beach , FLorida 32233 , this day of November 3V/+1995 at O ' clock M. This notification was in reference to CITY OF ATLANTIC BEACH CODE ENFORCEMENT Chapter 24, Section 24-163 & Chapter 12, Section 12-1-7 - Everett H. Manchester 12-0 SIGNATURE OF SERVER: SIGNATURE OF RECEIVER: DATED: November 1995 * NOTICE ** INFORMATION OBTAINED FROM VCIN MAY BE USED FOR CRIMINAL JUSTICE PURPOSES ONLY. 0156 1108 1137 FCIC REPLY NO HIT QV. LIC/QHA67T NO RECORD LIC/QHA67T -- END -- 0157 1108 1138 DMVR REPLY VEH/LIC/PART RESPONSE QR.LIC/QHA67T DHSMV RECORD - LIC/QHA67T QHA67T JHMAH5335GS033265 HOND 3D 86 01962 PARKES HARLESTON G OR SANDRA L COLOR: WHI 1120 OCEAN BLVD ATLANTIC BCH FL 32233-5740 COUNTY RES : 02 DOB: 12/31/42 SEX: M DECAL/YR: 11400265/5 DECAL EXP: 12/31/95 USE: PRIVATE END DHSMV RESPONSE 0158 1108 1138 ECIC REPLY NO HIT QV. LIC/SUN85W NO RECORD LIC/SUN85W -- END -- 0159 1108 1138 DMVR REPLY VEH/LIC/PART RESPONSE QR. LIC/SUN85W DHSMV RECORD - LIC/SUN85W SUN85W JM1FC3315L0800854 MAID 2D 90 02800 H I GG I N S J AME S C COLOR: Vii-Ii 7034 PONCE DELEON APT 3 B JAX FL 32217-0000 COUNTY RES : 02 DOB: 09/05/64 SEX: M DECAL/YR: 06615811/6 DECAL EXP: 09/05/96 USE: PRIVATE CITY OF AW4ae c VMd 57&Vaea 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904) 247-5805 November 6 . 1995 Mr . Everett H . Manchester 1120 Ocean Boulevard Atlantic Beach, FL 32233 Dear Mr . Manchester : Our records indicate that you are the owner of the following property in the City of Atlantic Beach , Florida : 1120 Ocean Bouievard a/k/a Lot 82 , Block 44 . Atlantic Beach "A" RE#170285-0000 Investiaation of this property discloses that I have found and determined that you are in violation of City of Atlantic Beach Ordinance Chapter 24 , Section 24-163 , i . e. , recreational vehicles and boats must be stored behind the front vard setback line . In most cases this refers to behind the front line of the buildina . White Stamas FL7939CL; and Chapter 12 , Section 12-1-7 - Abandoned vehicle , i . e . , vehicle stored on north side of property . You are hereby notified that unless the conditions above described are remedied within thirty ( 30 ) days from the date of your receipt hereof , this case will be turned over to the Code Enforcement Board. Under Florida Statute 162 . 09 . the Code Enforcement Board may impose fines of up to $250 . 00 Der day for a first violation and 5500 . 00 per day for a repeat violation. Sincerelv , Karl W . 'Grunewald Code Enforcement Officer KWG/Dah cc : City Manaaer VIA HAND DELIVERY 372-0 t CITY OF - ------ - -- _- - 800 BEACH, FLE ROAD ATLANTIC BEEACH, LORIIM 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 November 1 . 1995 Mr . Everett H . Manchester 1120 Ocean Boulevard Atlantic Beach, FL 32233 Dear Mr . Manchester : Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 1120 Ocean Boulevard a/k/a Lot 82 Block 44 , Atlantic Beach "A" RE#170285-0000 Investigation of this property discloses that I have found and determined that you are in violation of City of Atlantic Beach Ordinance Chapter 24 , Section 24-163 . i_,-e . , recreational vehicles and boats must be stored behind the front yard setback line. In most cases this refers to behind the front line of the buildina . White Stamas FL7939CL; and Chapter 12 , Section 12-1-7 - Abandoned vehicle . i . e . . vehicle stored on north side of property. You are hereby notified that unless the condition above described is remedied within thirty ( 30 ) days from the date of your receipt hereof . this case will be turned over to the Code Enforcement Board. Under Florida Statute 162 .09 , the Code Enforcement Board may impose fines of up to S250 .00 per day for a first violation and 5500 . 00 per day for a repeat violation. Sincerely . J K. Karl W . G newald Code Enforcement Officer KWG/pah cc: City Manager CERTIFIED MAIL RETURN RECEIPT REQUESTED 10/26/95 CITY OF ATLANTIC BEACH 8 : 52 : 03 CMR007 SPECIAL INVESTIGATION CMN007 COMPLAINT # 3720 COMPLAINT DATE : 95/10/26 ASSIGNED DEPT/DIV : 10 06 PRIORITY CODE : 0 COMPLAINT TIME : 8 : 41 : 06 TAKEN BY : KARLGRUN COMPLAINANT : RHODES , ADDRESS : 1551 OCEAN BLVD ATLANTIC BEACH FL 00000 PHONE : 904-000-0000 EXT : LOCATION : 1120 OCEAN BLVD ATLANTIC BEACH FL_ 00000 OWNER : COMPLAINT DESC : BOAT ILLEGALY STORED DATE OF INVESTIGATION : 95/ 10/26 INVESTIGATOR : GRUNEWALD --------------------------------------------------------------------------- CONDITIONS FOUND : W. ,fit ACTION TAKEN : COMPLIANCE : NOTES : l7L -c"Y`-ea 71- 4, /l :20 OCe,4AJ 31v� CITY OF 800 SEMINOLE ROAD --------- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 November 1 , 1995 Mr . Everett H . Manchester 1120 Ocean Boulevard Atlantic Beach , FL 32233 rDear Mr . Manchester : Our records indicate that you are the owner of the following_ property in the City of Atlantic Beach . Florida : 1120 Ocean Boulevard a/k/a /a Lot 82 Block 44 , Atlantic Beach "A" RE#170285-0000 Investigation of this property discloses that I have found and determined that you are in violation of City of Atlantic Beach ordinance Chapter 24 . Section 24-163 , i e . . recreational vehicles and boats must be stored behind the front vard setback line . In most cases this refers to behind the front line of the building. White Stamas FL7939CL : and Chavter 12 , Section 12-1-7 - Abandoned vehicle . i .-e . , vehicle stored on north side of property . You are hereby notified that unless the condition above described is remedied within thirty ( 30 ) days from the date of your I receipthereof , this case will be turned over to the Code Enf orcc--nent. Board T' Under Florida Statute 1621 . 09 , the Code Enforcement Board may impose fines of uv to 8250 . 00 per day for a first violation and 8500 . 00 per day for a repeat violation . Sincerely , Karl, W . Gfunewald Code Enforcement Officer KWG/pah cc : City Manager CERTIFIED MAIL RETURN RECEIPT REQUESTED CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING Boo Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT -777-77TPNtIT = ATI3N OA< Ill III If RMATION Permit Number: 22199 Address. 1120 OCEAN BOULEVARD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number Improv. Cost: tlt :a1 DATION Date Issued: 6/20/2001 Name MIKE BUGG Total Fees: 25.00 Address: 1120 OCEAN BOULEVARD Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 _ Date Paid: 6/20/2001 Phone: 9( 04)241-2428 Work Desc TEMPORARY POLE POWER C ` . P T O: IBES '- BROOKS & LIMBAUGH ELECTRIC PERN25.00 �,,: � rte;'• t ih y, R +A Y t `� �� phi! � •l C-SR`ypp 8 i v`RF4 n - - OR TO INSPECTION NOTICE INSPECTIO'S� `BE REQS AT LEAST 24,HOURS P BUILDING MATERIAL- RUBBISH- f3HBRIS FROM THIS VHORK MUST NOT BE GED IN PUBLIC SPACE,AND MUST BE CLEARED U 'AND HA '11L1`fiJ AWAY BY EITHER CONTRACTOR OR O R a. "FAILURE TO COMPLYWITH T NSTRUCTION LIEN CAN RESY0 IN THE PROPERTY OWNER PA ik �E�IINTS"": R s S ISSUED ACCORDING TO APPROVLfl;P_ IIV"(CH,, F,P2TFH f AND SUBJECT TO REVOCATION vo FOR VIOLATION OF APPLICABLE PRODS •: r � • � #25.88 14 ATLANTIC CH BUILDI G DEPT. Date: 6/28/81 01 Receipt: 8867256 CHECKS 88188883221888