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Permit 1839 Ocean Grove Dr (vault) • M JOB ADDRESS PROPERTY OWNER PERMIT NUMBER 70 `3 DATE ? � c =wt �L4 -7-- INSPECTIONS: FOOTING SLAB TIE BEAM LINTEL NAILINGISHEATHING FRAMLVGICOVER UP �__ _ .�� i" � ,� 2-iC q INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# /`7 7.D 3/ INSPECTIONS ROUGH r Q FINAL r 34- / s 131 4 MECHANICAL PERMIT# 7 / / 71 INSPECTIONS ROUGH - /L)- �t FINAL(6 3 g- }r'D4 -9 c! PLUMBING PERMIT# i 7 a-D,7 INSPECTIONS ROUGHIUNDER SLAB /a ' TOPOUT WATER/SEWER 14- NOTES.- CITY OF ATLANTIC BEACH, FLORIDA -%►pp:Owd o� APPLICATION FOR ELICTRICAL PERMIT tl,7 �2_ 3/ TO THE CHIEF ELECTRICAL INSPECTOR: RATE: 19 r 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 ACCO CE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES, TRI COUNTY ELECTRICAL � ^ CONTRS, INC. I E E TRI CA FIRM: MAO I 6ttLECTRICI NAME. J�J�� ADDRESS;1 , 29 Edr6'/aRf:D ROX_ BLDG.SIZE _ __ . RETWIGN: RES. ( ) APT. ( f COMM. ( i PUBLIC i I INDUS. ( I NEW( ? OLD( ) new, ( I ADDITION ( ) TRAILER I I TEMP. (,I' SIGNS ( f SO. FT. SERVICE-, NEW( ! INCREASE ( ! REPAIR ( ► FEE CONDUCTOR SIZE AMPS PP ALUM, SWITCH OR OR XER A 4„_,,,,j, PH 3 w _a4m .,z RACEWAY EXIST.SERV,SIZE AMPS _ PH W VOLT RACEWAY FEEDERS NO, SIZE I NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED Y OPEN f TOTAL RECEPTACLES _ _ CONCEALED OPEN _ ]-TOTAL O.SO AMPt 31.100 AMPS ........ SWITCHES INCANDESCENT FLUORESCENT &M. V, FIXED s 0100 Amor OVER — — - APPLIANCES _ BELL TRANSF. AIR H.P. RATING H,P. RATING ~ CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT. KW-HEAT 0.1 _�. OVER MOTORS HP VOLTAGE PHS N0. I H.P. VOLTAGE PHS MISCELLANEOU TRANSFORMERS: UNDER 8O0 V. OVER 000 V. _ NO. TKVA N0. IKVA NO, NEON TRANSF^4 NO. VA. MA. MOTOR Size SWITCH FLASHER EACH SIGN --- FOIRWARDED S -.. . TOTAL FEES �_ i 170 . DEPARTMENT CP BI6itl iNG f^ITY 01~-ATLANTIC BEACH - � PERM T T INFORMATION ------ - LOCATION INFORMATION - 0r. it Number, 17435' A dress: 1039 OCEAN GROVE DRIVE ' rmit Type DUPLEX RESIDENCE , ATLANTIC BEACH, FLORIDA 32233 9 3 of Nork:NEW LEGAL DESCRIPTION ---�.r.� str. Type�WOOD FRAME Bl ek: Lot : TwP: 4 Pr` posed Use, �Sectibu: O , Subd;4 Rig: 4 Dw llin� � 1 Subd vision:OOEAN GROVE UNIT 2 �t . Value0 .00 i rdv, Cast '251 ,574.00 t`al Fees ,884 » 64 s Ount Fd 4 884. 64 t pi � 6/`i 9 9 a a car I? �c' yK � 0 IN LU09S 1839_1 OCEAN {;ROVE _ H$F 31-95777,7 -� RADON lt?65 TION T �, W11 - 1P 'LIATT©N FEES » �{ w -1 , 434.00 dE ,& t "Ep �t,��tTIEy.. : *} j ATyE�R IMPACT 1" /8�f��. t� �A,N1�k� s LOR I D`Y'L, '�'2 3 , .,?'» l;u.R �3 Y� �+L'i+�r '�� 4��` "`C�yn;2 ,500 r 5 i9 V v ° *> AS.490- 45x * � CON- TO E „ I ;RMATIONa-» _ ,_ ry ADON CAB" ' 4 . 27 m : A'I~KIN ', tJX ,IwIR��a: INC. ,�i APITALI IMPROVE, 325.40 dd "Ilt} N kflR `I`REE'f ... . BSER TAI+.... U .00 i. .CKSON ILSE SEA # . F`L 32250 ROSS CONNECTION ��5.04 j L� CR 05690 4 ExR; / EC K I�fPPCT rEE 4.40 yP 1 wx ONST. SURCHARGE h 4 C f i Y NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST;24 HOURS PRIOR TO,INSPECTION. f `1 k f � x 9 B WING MATERIAL,RUBBISH AND DEBiRIS,FROM THIS WORK MUST,NOT SE,PLACED ISI PUBLIC SPACE,AND'{\fiUSTBE w C APED UP AND 4AULED AWAY BY EITHER CONTRACTOR OR OWNER AILURE 0 COMPLY WITH THE`MECHANICS' LIEN LAW CAN RESULT IN T kE'.PROPE� TY OWNERPAYING TWICE ft�R BUILD G IMP t?1IMENTS ED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO'R4VOCA`FION IrOR;- A'TION O AP [CABLE PROVISIONS OF LAW. {J AIL NT{ ACH St ILDING Pf PJITMCNT Potal,Pt, # 4.64 _.' , 777 I a 170 30' , DEPARTMENT CF BUILDIN �. CITY OF ATLANTIC BEACH PERMIT 1!IFORk�IATION - LOCATION. INFORMATION, it Number I7036 Addrew., 'h$39- OCEAN ,GROVE ;DRIVE" � P. rmit TypeDUPLEX RESIDENCE A `LANTIC BEACH FLORIDA 32233 s of Work' NEW .LEGAL DESCRIPTION { c s t r , Type WOOD FRAME B I ock:I of :.3 Twp k €, ,r � . posed Use DUPLEX Section: ,` b ubd. , D we,l l inns O Bubdf.visiop::OCEAN; DRt,'VE value 0 .00 Z `rdv Cast 01.0 c�.taI Peep 0 ,00 Ount Palo fl Btl Tate Pz £ L SP -lb FOTDesc RI . M41111 1 i `ION APPLICATION "SES .y y} S p{ a'x ��' :Cr :1' RIME 1 AT EA KFLOR IDA 322 :353 I V-91 ��9 ti fi t COIFMAT1 CR �.... � �A' KI f r U "DER INC. d '_ 710 1t �. STREET ,.... JAGKSON Ib ;BLACH L 32254 E CPrCf B69 Expa: 1. ko,m., � •+ y : e � { NC) } S:` NOTIC INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PR14R' ©INSPECTiON t B LDING MATER! L,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE C ABED UP AND HAULED AWAYBY EITHER CONTRACTOR OR OWNER � 1 All AI LURE 0 COMPS Y WITH THE MECHANICS' LIEN IrAW CAN RESULT IN E PROP RTY OWNER PAYING TWICE FCR BUIL. IIRAPRNTS " UE{t ACCCRDi 40 TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT) OR SUBJECT TO.REVOCATION i'OR I ,LA, ION OFAPF ILICABL,E PROVI$IONS OF LAW. 14 t A7 jIV1ICfAACH BIJILPING AR ENT - } i F CITY OF ala - '76ud& 800 SEMINOLE ROAD --- _-�__-_ -_--�--__--- ATLANTIC BEACH, FLORIDA 322;3-5445 TELEPHONE(9041 247-5800 FA-.Y 1904)247-5805 SUNCOM 852-5800 September 14, 1998 TO: UNITED STATES POSTAL SERVICE JACKSONVILLE ELECTRIC AUTHORITY PROPERTY APPRAISER'S OFFICE ATLANTIC BEACH WATER DEPARTMENT BELL SOUTH COMMUNICATIONS Please disregard our letter dated September 3, 1998 changing the address of 1982 Sevilla Boulevard West to 1976 Sevilla Boulevard West. THE EXISTING ADDRESS OF 1982 SEVILLA BOULEVARD WEST WILL REMAIN UNCHANGED. If you have any questions please do not hesitate to contact me. Sincerely, Don C. Ford, C.B.O. Building Official cc: Nancy Mullins Landmark Homes i4_ttt sly 196 09; 11F-H ATL B+vH CITY HALL P.I CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: l.•' fC' OWNER OF PROPERTY: C PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: C� Z - TELEPHONE; _�1�� HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS c /f OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE $25.00 SIGNATURE OY OWNER: SIGNATURE OF CONTRACTOR: rrr------------------w ------------------------------------------ INSTALLATION -------- -r r --- rINSTALLATION OF PLUMBING AND FI URES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. r PSR 4 1 367 L* DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH w PERMIT I NFoRMAT I ON4 ----,--_ L0Q4T I ONI NFbMT I ONS -------- rmit N=b ra 153f"t Addie : 1839 4GEAN' GROVE, T3 tIiTE 1 1erad tTy e;PLUME ATLANTIC BEAO-HFLORIDA 32233 1 C ;ass of Wo kwALTERATION -------- LI�C�AL DES 9IPT1ON __--__-I__- pust Ty ►e:WOOD FRA NE 3B l ock* Lot: 3 Twp- 4 �r Iao 0 46 Sect"ioti: t ubd�t£` Rx 1 I7wrell Subdiviion:OCEAN O$OV'E UNIT 2 x Inst ..Val 4, 0, 001 Al caumt .�A { S�pIOy*��y . PLICATION, FEES -------- 4 - _--l #XMi 5.00 x* z '1 „ ,F hF �a aB4C FLORIDA 11 „`5`� i 3� �,k"✓^ 'W'3�Fi"�", p"A�}^'�,A'"+w^� . .W'+' e '{',a,FP •e;6� Y' �g. VJwI+i a 3f. *p y ? r; d OIMT I Oft' N . . 0 I FtONdMENT € ;BUC�3 IN "LOR IDA 12221 1 S. Ar r q NOTICE-INSPECTIONS AAUST BE REQUESTED AT LEAST-24-Ht)URS PRIOR fi0 INSPECTION r' 9 c: ILGtIrNG MATE Al,Rt1BBISH:AFVE� CiEBRiIS PROM THIS WORK MUST NOT, Aet PLACED:IIV PUBt»tC SPACE,AND MUST BE f E%AEd UP AN HAULED AWRY BY EtTWER CC?NTRkICT.OR OR OWNER. lI a C ! A1LUAt," to C4MPLY WITH, THE MECHANICS' LIEN LAW CAN .RESULT 1111 Er P'RC)R RtY WN;1 ,kftylNG TWICE FOR B:UIL.131NG;IIIILPR©1IEMEN't"S�.*' :z UFO ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PEAM1T AND SUBJECT TO RE VOCATION FOR TION 00 APPLICABLE.PROVISIONS OF LAW. 3 AT NTI EACH' LDI DEPARTMENT I1IB91 61314 jP 3 T $ DE PARTMENT Qin SWLD�I� i CITY 0F AANTIC BEAM i r' _ ..�....,..� `.F 4 .}ION :'lNr ST'' +�1 01 y _ PERMIT� I NFt RN&T I ON' ttit IVumbe�; 1+ fl59 Addresas 1839 OCEAN OAOVE DRIVE rtnit. 'TqYP :DLMOLITIJN 4TLANTIC. BRACH, FL. 3223 cle . J ,f'4 . Y&'� ——w w...w�' l.iWAL i6J,�a�!�+r+'#'iG�-��.J+��O19 'r' C ; '7�P t W60D FRAME B cask a ' ,� " '::,3, T C w Sa0t on�t,s � 0 � ".' � ubd:O Rnj E. D:'�` ! Dw�l Ii Su ria ,c? ,GRAN CR SVR NIT,I' 2 Est , Va1,ue D ��D 0 00 T+atal Fe sID E}��? 50 .,00 mot } t. Mo CRUS S 600 ♦ a " 7� t— -1 r OAT I O L -ON S XOP OVE DRIVE" �� $�t8 FLORIDA 3,,Z � �` „� _ �. el �' 6 w �01 d nib. ° " r y I. 'Cie,�s'"NA'� "'' ('t ORMAT 00 s_.PRO T�� MB t�" f � 1 �t N4TICI INSPECTIONS, MUST SE REQUESTED AT LEAST 24 HQi1RS PRK?R to PeCTK>N V, F� 1 k k r i tL.DING,MATE iAL,RUBBISH AND DEBRIS FROM THIS WORK MAST NOTAE PLACED IN PUBLIC SPACE;ANCA"MUST BE EARED Uig AN FIAULED AWAY BY Eil HEFT CONTRACTOR:GR OWNER � FAILURE 'Tta CIMf�L WITH THE MECHANICS' LIEN LAW CA1�1 RESULT 1N H PRC P :RTY O�AI�VER P/a►Y1NG TW1 E F 3R BUI1,01114 1M OV MEhITS, w $IJ-0 ACCOR *G TO APPROVED PLANS WHICH ARE PART ©F<THIS,P€RMIT.AND SUS1€CT.TO'REVOGATLE�N Ft�F� I LATION OF A PLICABLE PROW IS' I0Ns OF LAW. ANTIC ACH' Lit DING PAMENT 441'4- 6315 DEPARTMENT OF BUILDING E CITY OF ATLANTIC REACH efr �'ddrig z ' 1AN Gf�Pa;" ) EOV Lek V�. r i�.,,'T ': FENCE ATLANTIC B A ;H , FL,OF`Tt ra ;.tp- c?�° Wor k n NEW r LEGAL. DESC'�IP`�'�.C3I �.r Iy n woot) ,FRAME Lot, � � tJ IN L. ` FAMILY ToWTS hitRt+lG. TA" 4. t ":ubdivitlo aw �LAh AWGROVE UN T T 2 imaged, Valu ll x r o . ; "Ott G 00 oil t wp'A al A ttt - { t tMTT ' '. ta t OVE OR TV�� , ��R � rWATER JMPACT .FE E, :k w � � a kll .0 < r re N +�#�9�AT"ION F� ON �� t? .�0 SEWER TAP IV t oEE O x � Y � NOTICE ALL CO NOTICE AND FOOTINGS MC18T 881N$id!ECTE0BEFL}RE',Pt?UiifNCa k PERMIT VOID SIX MONTHS AFTER DATE0- t5 #3E 4 t t 1�:MATER 1.' RUBE3tSH AMC F E 3FtI8 FROfut THIS WORK MUST NC T BI}PLACEfl.1tV PUBLIC SPACE,AND MUST BE �Jkf.b UP ANt��tAUI.EQ AWAY;f11�"Ei H.ER CONTRACTOR OR Ov NfA Aji.URE. tom-PLY WITH THE MECHAN"!C'�' #;.1 Int AW SAN RESULT 1N 'PRE3P RTY.4WN R PAYIWG.TWiC'E POR'S A# i ' f1�EN'# .'•' ` # UlC ACC01401, G"TO APPROVE©,Pt,ANS WHICH ARE PART OF THIS,i RMIT ANp $UBJECT TO: 1 �IV FOR t.Att€�N OF AP' tCASLE PROtStCtN -i'�1=LAW: Il 5 1993 AT NT1C SEAt3F�i ll DtNG DEPARTMENT. � �l t APPLICATION FOR FENCE PERMIT Owners name--- pp tV1 cls�o ,V ------------- Phone_ ?w_ 77D _ Job Address 'b _____ l__ -------_11 __L�111 ________--------•--._-__ LotBlock and/or Unit Subdivision_azhfl -? UC Contractor if different from owner__-___---_ -__--_--_- ----------------------------------------------------------------- Ca� Valuation of fence s �Q Corner or interior lot_ luxklq_- Type construction... QQ�_--__--_-__ Show location and height of fence as well as location of street(s) . J A N 151993 Building and Zoning y� Owner signature_z1/--- Contractor signature --_----_--.----.--__Date--.•---___ MAP SHOWING BOUNDARY SURVEY OF LOT 3, OCEAN GROVE UNIT NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THIS CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ' di�O�oTTcv ,n/4•rw ff,Acrie�.rwc r/cTraw 9 �j r eo Mrr�c X 41 ew,N x nl ' ~fi��'v%t•'itrrRry r.I!r'��r i.s• spsu o 2•rK/� /'odro fZ"ifcw/�/cam tri � I B.2 �/ss wr ii7IJ .14 ^ a cKr 2$� �h? r WWI` 41 41 —. n/• �� Z tc� : /-SToRYf.Qi�rF � m � w i� /�.9• ze• h * rvrre s7•a.y � rro rre'/s `^ r ivrer _ \ M.4icprK 1 � /=779' f...r:• '• `fir.�,.�� 7 wow. ' /Nr e.VJ D - BEARINGS ARE BASED ON THE NORTH LINE OF LOT 3 AS BEING N.86°13'18"E. BY PLAT ,IAN 15 1993 - NO BUILDING RESTRICTION LINE SHOWN ON PLAT • THIS PROPERTY LIES IN FLOOD ZONE "W" BY FLOOD Building and Zoning MAPS REVISED APRIL 17, '1989, COMMUNITY PANEL NO, 120075 0001 D 1 HEREBY CERTIFY TO:GY/'117;tl/r4 E. /✓E✓/LLE ^./wyt• . .ei✓o.�,,�SO/`�i T/Ti /r 1*.So7.4� Sdi✓jQ.r.�.Y of/�ftTX/F<oi4�WS/v.�. THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 21 HH-6 FLORIDA 'ADMINISTRATION CODE. *H. URDEN OCIATESINC. �%� -ate\ rlloreeao°aiurroauav[row,lo. 707 ,04 S \ �gR��OvROEN 50810DATE �L`CE^�fisEl� /� 19 9Vl d SlreslSCALE'ach.Florida 32250 Phone 9041249-7281 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING,DEMOLITIONS Owner(s) : NA& 6AJOt P,:�,6/!J GYU TN W 001C,111U.6 Address: JA?) 06619/1) (-& f i9kejU , Phone: jVQM ,Z`IV- 700 Lot # Block or Unit # Subdivision: Contractor: State License # Address: Phone No: City State Zip Code Describe work to be done: PEl`1(11-/T1V4) OF OQ& b70,12V, _&0Q 66 FT. 61005E Present use of building: emply Valuation of Proposed Construction: Proposed use: Is this an addition? Mo If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT =UX (COMIERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORKS, NOTICE OF COMdENCEbENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date:03 Signature CONTRACTOR: Date: Sworn to and subscribed before me this day of _, 10 RE � I Y PUBLIC STATE OF FLORIDA AT LARGE MAR 61998 '%X'64% a„ ' * My coMMISSION k(;0563881 EXPIRES •: 27,2000 City of Atlantic Beach ;qf, ,` SONDEDTH TWFMNINSUROM,INC. Building and Zoning CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 43N oCr::�A"j GAOC)e Date Heated Sauare Footage @ per sq ft = 2 71� S-() Garage/Shed 77`@ $ 1 per sq ft = Carport/Porch @ s 1 Q per sq ft = Deck @ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ d�S 1 ,` Total Valuation 1st } '_1 L( S . n0 $ Remainig Value $, .00per thousand d-t portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ (,L) Fireplaces @ $15 . 00 $ 9 0 .0 BUILDING PERMIT FEE WATER IMPACT SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT - ,,,, S."C), SEWER TAP RADON (HRS) . 0050 Ste,0 SECTION. H PAVING HYDRAULIC SHARES CROSS CONNECTION SURCHARGE . 0050 8 41 17 THER GRAND TOTAL DUE L-y ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp_; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH FLxture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE, WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (b) !y I WATER CLOSET jlWATER =SET, TANK OPERATED (4) VALVE OPERATED (8) _BATHTUB/SHOWER (2) URINAL WALL LIP (4) -SHOWE.4 GROUP PER HEAD (3) D FLOOR DRAIN (1) —SHOWER STALL DOMESTIC (2) l LAUNDRY TRAY (2) LAVATORY (1) C0143INATION SINK AND TRAY (3) 11 STASHING MACHINE (3) POT, SCULLERY SL'JK (4) 3 DISHWASHER (2) � � WASH SINK EACH SET OF �—FAUCETS (2) l� 1CITCHE'J SINK (2) FAUCETS LAVATORY (1) KITCSEbI sm WZTu WASTE / _DLl?TAL UNIT OR CUSPIDOR (1) GRINDER (3) DID£T URINAL STALL, WASHOUT (4) _COMBINATION SINK AND TRAY WITH > FLUSHING M SINK (8) FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) �! LAVATORY, BARBER/BEAUTY ICE 'BAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (Z) JACUZZI (2) V URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS J 1 $20.00 EACH S JOB INFOR2MATIOH t CITY OF ATLANTIC BEACH IS 800 SEMINOLE ROAD y ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �rif1 `� Application Number . . . . . 04-00028059 Date 4/22/04 Property Address . . . . . . 1839 OCEAN GROVE DR Tenant nbr, name . . . . . . WIDOW' S WALK Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3500 Owner Contractor --------------- --------- ------- ----------------- ANDERSON, MARK ATKINS BUILDERS, INC 1839 OCEAN GROVE DR. PO BOX 512 62 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (604) 465-3749 ------- ----- -- -- --- -------------------------------------- ------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee 25 . 00 Issue Date . . . . Valuation . . . . 3500 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total 25 . 00 25 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 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. )6... ( , BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: Address P,3 l q L)f,,� C T►� 14S Heated Square Footage @ $ per sq ft = $ Garage/ Shed @ $ per sq ft= $ Carport/Porch per sq ft = $ Deck _ h @ $ per sq ft = $ Patio @ $ per sq ft= $ i TOTAL VALUATION: Total Valuation Ist $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + %Z Filing Fee $ FLOOD ZONE: - ( ) Fireplaces @ $35.00 $ < 4 — IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACHU-Eord BUILDING / ZONING DEPARTMENT ins r 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 �� 9> (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C1� - .2 i)c,,-cj Property Address: Applicant: A4 k-(f n.<, P i cls r-= . Project: LC'i () r7-4 i_5 i-t ce f L This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Mar 31 04 01:51p City of atlantic Beach Bu 904-247-5945 p.2 r3; CITY OF ATLANTIC BEACHi> ,a BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Cltf PC Date: Job Address: / ` 6cp�4) " a'° `z Owner of Property: Address: If32Lr�C Telephone: Legal Description:-Block //umber: Lot Number: 3 Zoning District: Contractor. �Ctl� f State License Number: Contractor's Address: �-L%, `J l2 Z f4- 6� /�, 72z t/0 -- Telephone: 716 3 ,`�_ Fax:_ 2 6 Describe proposed use and work to be done: IL 4 Present use of land or building(s): !L L el Valuation of proposed construction: i�$: �a What are the dimensions of the added space: 1 ) feet x feet / Will the added area be heated and cooled? 1142 2 '. ll New electrical or increase in service? N'!2 Add plumbing fixtures? ND Add fireplace? A/(,) Add hewinglair conditioning? AUJ . Is approval of Homeowner's Association or other private entity required? A/0 If yes,please submit with this application. Will s project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on ibis project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit MNO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay is issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning desig wimp, please have Property Appraiser's Real Estate Number available. STEP L Contact the City of Atlantic Beach Department of Public Warks to determine if a pre-construction or post-construction topographical survey or grading plan is required(If not required,written verification must be provided with this application.) The Depatttuent of Public Works is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone.(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole(toad,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.cLatiantic-beach.fl.us Page 1 Revised 1/14103 MAR-31-2004 WED 01:32PM ID: PACaE:2 Mar 31 04 01: 51p City of Atlantic Beach Bu 904-247-5645 p.4 5 MIN. RETURN Book 11764 Page 1318 PHONE# (iLog 79 [ NOTICE OF COMMENCEMENT State of / (�� Tax Folio No. County oft— To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMME�/iCEMENT. Legal description of property being improved: Z-0 4 L Oe/ 2 nC�� 1 2 Address of property being improved: / ''C"/,/ 011410/61 General description of improvements: 11141 Owner: Address: G 6 arL Z1 �2 z }. Owner's interest in site of the improvement: r 51, /;4 LC Fee Simple Titleholder(if other than owner): Name: Address: Contractor: Ar %L �+ Address: w, C✓X, Si 2 j &17", � 2 L Phone No: 4 Fax No: V (if any): r A Amount of Bond$ Phone No: Fax No: Name and address of any making a loan for the construction of the improvements. Name: Address: Phone No: Fax No Name of person within the State of Florida,other self,desi d by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner des- �((Flll following person to receive a copy of the Liea ' Notice as provided in ` Section 713.06(2Xb),Flori atun at Owner'soption). Name- Addre Phone Fax No: Expo' n date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S tZE ONLY OVVNER Signed: /' ''I/411f-, Date: Before me this YAJU�day of Rb r I is the Couaty of Duval,State pfFlorida.has personally ap r n Notary Public at Large,State of IoH4 C ifty 01C # 2ap 41 My commission expires: PC- 00 : 11760848 Personally Known: 0o e,S ttrneMt� Pa e: 1318 Produced Identification: _ Awt,kv Filed & Recorded ""~••,•••l 04/22/2004 08:56:40 AM JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING # 5,00 TRUST FUND $ 1.00 Mnn -2e hr n ++r- nw .-M- rn. MAP SHOWING BOUNDARY SURVEY OF LOT 3 BLOCK AS SHOWN ON MAP OF , OGEAIJ .`LOVE uu%T woo- 7 AS RECORDED IN PLAT BOOK Yo PAGES_ OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. CERTIFIED TO: A-T k%Q 5 OGE A�.1 Cs�LOVE C�SZ�� E ( LOO m I w') 1 1ZT.T 5 del.Ill"I P, 0N/4 Fcl. '1,"t.P. (N/c) 0 0 K fi •0 W 0 pL '0 r 0 N h r &'0 2i.0' J � S Lp a a ! o FOU kTDAMONI 183 W LOT 4 m LO'T Z 3 •�, G.0 CO o;� 0•'1 M 40 '9 00 vi Lb'T 3 1/2op „�,p o o,, Fd. '/x 1;Q,(u/,� pukp[NJ o.i` . X S. 03 4(.' 41••E - Loco.00' u0'T P, PART Or- T411S PLAT FoUu047,/0AJ: 14/.0, #98-11&7-2 ; /0-19-9s THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY. BEARINGS BASED ON PLAT AS SHOWN THE Lo T SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE )& AS SHOWN ON FLOOD INSURANCE RATE MAP 001 D FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 4.%T. ALL AMERICAN SURVEYORS, INC. LMD SURVtY n - 1170 SMI XW BLVD., SURE 301 - JA-,X3&W.L& FLOR64 32217 - 9041739-2217 Ligand THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE — 5 SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS 1-4 CONC - CONCRETE P.R.M. - PERMANENT REFERENCE EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS - MON MONUMENT MONUMENT THE MINIMUM TECHIJICAL STANDARDS SET FORTH BY THE FLORIDA I.P. IRON PIPE P.T. - POINT OF TANGENCY BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO ALL cH CIO o� P.R.C. - POINT OAF CURVE SE CURVE CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA, STATUES. AMERICAN A • ARC LENGTH P.C.C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS, ACT.) - ACTUAL R RADIUS B.R.L - UNE JAMES RESTRICTION JAMES D. HARRISON, JR., No. 2647 /VC. �P - PLAT U.O.E - UNOBSTRUCTED DRAINAGE R3 - RADIAL EASEMENT E - CENTER UNE L.S./ - LAND SURVEYOR NUMBER SCALE 1""ZO' a R/W . RIONT-OF-WAY P.I. - PONT OF INTERSECTION _9 -x- - FENCE EOW - EDGE OF WATER - (W) W"Ess TOB - TOP OF BANK DATE GIS 0 SURVEYOR A ;PER] =B F.B. q 14: Z o F7L£ ORDER NO. 9 11 It V T 1-4a CITY OF ATLANTIC BEACH d BUILDING / ZONING DEPARTMENT s. Doerr r y 800 Seminole Road _. � Atlantic Beach,Florida 32233 .~ (904)247-5800 '!�R (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: ld 3�r Le cei n "y ✓y' De Applicant: rte, Project: S oct_( (--, This permit application has been: Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: yid 7-D4� Mar 31 04 01: 51p City of Atlantic Beach Bu 904-247-5845 p.2 R E c E-- i V E D CITY OF 3EACH BUILDING z Z0',',1,!N-(� 7 CITY OF ATLANTIC BEACH APR 0 6 2004 D) BUILDING PERMIT APPLICAT16N (ALTERATIONS/ADDITIONS) BY: Ott'," l _ _ j L q oc,��j 61� Job Address. Owner of Property: ltff n/W ✓ 4�xc,6 Z L Address:— kf3 041115 Telephone: 2, Legal Description: Block Lot Number: 3 Zoning District: Contractor: 41-4"IVIS 1501c State License Number: Contractor's Address: 5?Z 2-, 1 4-Ir /5 32Z slo Telephone: �4/ Fax: 2 Y-7 -120 Describe proposed use and work to be done: 1141) 14,�,DE>e,," Present use of land or building(s): el Valuation of proposed construction: What are the dimensions of the added space: 1 feet x feet Will the added area be heated and cooled? New electrical or increase in service? AIC2 Add plumbing fixtures? /L//O Add fireplace? 4/0 Add heating/air conditioning? "L,2 Is approval of Homeowner's Association or other private entity required? /1/0 If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or flU material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED, Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each Inenth. Procedure: to order to expedite issuance of permits,please follow all steps and provide all information as apyropriate. Incomplete applications may result in delay in issuance of permit. STEP i. Verify zoning designation and proper setbacks for the proposed construction. Af you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP L Contact the City of Atlantic Batch Department of Public Works to determine if a pre-construction or post-coastruction topographical survey or grading plan is required.(If not required, written verification must be provided with this applicadorL) The Department of Public Works is located at:1200 Sandpiper imm.Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if a=am to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and fiw(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Sernfiw1c Road,Atlantic Beach,Fl, 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.n.us Page I Rovised 1/14l03 Mar 31 04 01:52p City of Atlantic Beach Bu 904-247-5845 p.5 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location Type of Development: SS G L f it�1((J" Flood Zone: Required Lowest Floor Elevation: /3,7 If building is located within a flood hazard zone,a survey must be made AFTER THE SLAB. HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building.Department. COMMENTS: I Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required.. I agree to 1 ith plicable provisions of Ordinance-No. 25-7-11 and all other laws or ordinances development. Applicant's Signature: Date: `3 �( D Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17JM Mar 31 04 01: 51p City of Atlantic Beach Bu 904-247-5845 p.3 In addition to construction and engineering detail,pians must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all stnrctures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. impervious Surface area calculations: include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature ofowner, lite; O�-/ I hereby certify that I h cc read and examined this application and know the same to be trtl and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rides,regulations,ordinances,or laws in any manner,including the governing of connection or the ofon of the property. I understand that the issuance of this permit is contingent upon the above information being true and the pl supporting data have been or shall be provided as required. Signature of Contractor: Date. Address and contact infor ti of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this cit�Jd day of f7 20� State of Florida,Cotmty of Duval JEAN WILLEM HALE Conrttlf maw, Notary's Signawre: 41001,11, E>�s " tatertatt NWyAw..Me Personally known /uN/NN/N//N/MNa// ❑ Produced identification Type of identification produced AS TO CONTRACTOR Sworn to and subscribed before me this_ _day of /"��ln , 20�, State of Florida,County of Duval Notary's Signature: ^' `l JENNIFER SCHLUETER [] Pffir§onally known *= MY COMMISSION R DD 121301 roduced identification A EXPIRES:May 27,2006 Type of identification produced 1U(p Bonded Thru Notary public Underwriters yp p 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.cLatkatir--beach.H.us Page 2 Revisal l/lalol MAP SHOWING BOUNDARY SURVEY OF LOT 3 BLOCK AS SHOWN ON MAP OF , OG E A 1.1 C.ROME u W�-r 1,10 2 AS RECORDED IN PLAT BOOK 20 PAGES 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. CERTIFIED TO: K 11A ZQ lkug z a OGF. A31 UZZ.OVE ozwE L u c> cz l w l.a. 03'At 4Z '' W • (a�.o0 r--,i.I'm I.P, (N0 Fcl-1 ' o 0 N m 0 w 0 1,[ p IJP r 0 N h f� 0 r �' V,0' r J � LO G01JC• �I,OCK. a a .o F/O+U UV MOD J t'CJ to M s C uzrsQ) M CJ 18.3' W LoT 4 'm dD t_o-T Z 3 40 120.3 � � 14.0 � t4 ao c vi L 07 3 FD V/R b E'rN \ FCI. I/t IZ�. uiC .. S. 03 4(-' 47..E (oCo.oo' UOT A PART OF -tH13 PLAT FouuoRTfom: W.0. #98-11&7- 2 ; /0-19-98 i (rlF-LD) THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY. BEARINGS BASED ON PLAT AS SHOWN THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE X. AS SHOWN ON FLOOD INSURANCE RATE MAP 0010 FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 4 IT-89 ALL AMERICAN SURVEYORS, INC. LMD SURVEYORS - 8M SMI JOSE BLVD., SUf1E 301 -• JACKSOM IZ FLORIDA 32217 - 904/739-2217 Ls and THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE - 5 SUPERVISION AND DIRECTION, THAT;THERE ARE NO ENCROACHMENTS _4 - PERMEXCEPT AS SHOWN AND THAT THE`SURVEY SHOWN HEREON MEETS CONC CONCRETE P.R.M. - PERMANENT REFERENCE - MON. MONUMENT MENT THE MINIMUM TECH141CAL STANDARDS SET FORTH BY THE FLORIDA I.P. - IRON PIPE P.T. - POINT OF TANGENCY BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TOw CN - IRCHORD� P.R.C. - POINT OAF CURREAVE CURVE CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA, STATUES. A - ARC LENGTH P.C.C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL ((ACT.) - ACTUAL S.R.L.R RADIUS - LINE JAMES RESTRICTION JAMES D. HARRISON, JR., No. 2647INC. (P) - PLAT U.D.E - UNOBSTRUCTED DRAINAGE /) (R - RADIAL EASEMENT // E CENTER LINE L.S./ - LAND SURVEYOR NUMBER SCALE 1 R/W - RIGHT-OF-WAY P.I. - PONT OF INTERSECTION _9 -x- - FENCE EOW - EDGE OF WATER - (W) - WITNESS TOB - TOP OF BANK DATE GIS D SURVEYOR ARV7PERj =8 F.B. 0A 14: Z0 f7LE ORDER NO. q 13• It L.-1 CITY OF ATLANTIC BEACH d_ 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 [r�tf ' Application Number . . . . . 05-00030603 Date 7/14/05 Property Address . . . . . . 1839 OCEAN GROVE DR Tenant nbr, name . . . . . . INSTALL HEAT PUMPS Application description . . . MECHANICAL ONLY Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ANDERSON, MARK FLORIDA HOME AIR CONDT & APPL 1839 OCEAN GROVE DR. 8252 103RD STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 777-4300 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 182 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 182 . 00 182 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 182 . 00 182 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES, BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION i J•i�r Date: 2 0--0,5 Property Address: oc,P44, , (-rrn v e_ c)12 Owner: IV A?�L Telephone#: 2Z-3—3 I/pS- Contractor: Lkr4d.4 4o,-,kTelephone#: 777- 4'-1-7t:70 12 >cd Contractor Address: 0 2 sZ 1 Q 5� Fax#: 7 77-?-� Contractor Signature: In consideration of permit given for doing the work descr' ed in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other.construction is being done on this building or site, ist the building permit number: ❑ Electric ❑ Gas: LP Natural _Central Utility ❑ Oil ❑ Other–Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed —Central _Floor Residential Air Conditioning: Room Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity clin L3 Refrigeration ❑ New Building , ❑ Cooling Tower: Capacity gpm ❑ Fire Sprinklers:Number of Heads ❑ Existing Building ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other–Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency H e#+ 2lz HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving I low Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• htta://www.ei.atiantic-beach.fl.us Revised 1/04 ■ ■ ■ ■ • CITY OF ATLANTIC BEACH Ism ■ Jf"�,' 800 SEMINOLE ROAD ■ ATLANTIC BEACH,FLORIDA 32233-5445 ■ Telephone: (904)247-5800 ■ Fax: (904)247-5845 ■ http://ci,atlantic-beach.fl.us FAX To: Fax#: 7:7 From: Date: `7 ' Pages: 2- Re: ❑ Urgent �or Review 1<13lease Reply Notes: /�� j CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOV NG, EM ITIONS Owner(s) : IN L Job Address: J ; g� QG /U G JCD :Phone: 7Q � Lot # Block or Unit # Subdivision: Contractor: State License # Address: Phone No: City State c�� /� -�- Zip Code,V Describe work to be done: 6PRtJUl 00- 6((,_.lq ANT- � Nome Present use of building: RC S f iD F'AJ'T/14- Valuation of Proposed Construction: 1 Proposed use: e S l e 11 ti A- Is this an addition? IUD If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE (C0MXRCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICr OF COMEENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: V� ` Date: ._� _ 0 Signature CONTRACTOR: Date: AS TO OWNER: Sworn to and subscribed before me this ay of e 2000. NOTARY PUBLIC AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 2000. NOTARY PUBLIC Mr-rl A rVrAAE:K!-r nE: D1 !!I r)I.NI(F-f o00 SEQI!MOLE ROAD ATI ANTIC'RFA(H. FL 32233-TEL: 247-5826-FAX: 247-5877 IMCOUIT 1MVnPMAT1nPJ LOCATION INFORMATIO" 4 0-,A b r r,rrn it IN u m!Lj G 1, v --. F-%0 xvE i 0 R 1 v nA "O-A-A A lr,-,- I ITII ITIP-S ATLANT 1C KPVCH, FILJDIRILJ-r-% ,JA.4�� PeTM;t v,V . U ,L . .. an 1,qL_vv Lot(s): 3 Block: Oection:01 Proposed Use, nn- Square Feet ----=....101- Est. Value: ^ Parcel Number: i improv. Cost: 3.28.22000 Name: MARK ANDERSON . 1 i I At j-_=A" P D-MVE To"I Cerra- 2.5.-it) V_tA!N-, E�M�_v %=I I _V. Amount Pad* Ce CSIT LANTtC BEACH, FI-ORIDA 32233 Date Paid: X-1 2(_1UU DIK I EIR, S Y S T EIM W o rkk ED e s c: SP1,11,11KL_ 'rlAwl fCC APPLIA C.M1 WEMS IN :.=.'=' I PROPERTY OWNIER _PS DRICR TOO INIRPEG 1-10-ki CD r-= A BUILDING MA P"WIAD DrESUIRN'"ci F-F -Ift-4 i iii;� h-41 IS PJ 0T RF IPLACEED IN PIUMAILIC S. ACE, .MD MA MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO C-OMPLY VNIT 1.4 Tlal= CONSTI RUCTI!ON LIENLAW- CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING 1IMPRaVEMENT- A RE PART OF -1 HIS PFRMff j ISSUED ACCORDING TO APPROVED PLANS WHICH I AkIMU OUDJC:%,I I%a FXL_V%_O��.;-.g nms OF A PP. '.I- B11 C: F.-R 1-110-1-A T. A LICA LE PROVISIONSt OF 1 AW v $35.00 14 k" Date: 3/29/08 01 Re "004r769 CHECKS 1174 AT *1,f11T1I%',-,- 10-trE AC311 I ijlllll_Vf..v vim: r r GRANT OF BASEMENT THIS GRANT OF EASEMENT is made as of the 12th day of December , 1992, by STEVE C. LANDON aft& ELLEN - , ("Grantors ') to . Cynthia E. Neville_ and Mark B Anderson ("Grantees") . RECITALS A. Grantors are the fee simple owners of that certain parcel of real property located in Duval County, Florida, legally described in Exhibit "A" attached hereto and made a part hereof by reference ("Parcel A") ; and B. Grantees are the fee simple owners of that certain parcel of real property located in Duval County, Florida, 3� Y�XI�� X whose address is 1839 Ocean Grove Drive Atltantic Beach, FL (Parcel "B") . IN CONSIDERATION of the sum of Ten Dollars ($10. 00) and other valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Grantors, acknowledging the truth and accuracy of the foregoing recitals, hereby grant to Grantees, as an appurtenance to Parcel B, a perpetual nonexclusive easement for the purposes of constructing, installing, maintaining, repairing and replacing a sanitary sewer line and related appurtenances, together with full rights of access, on, to, over, across and under the following described portion of Parcel A (the "Easement Parcel")- �r- See Exhibit "B:" F-Uff' 'p— if Grantors reserve the rights to use the Easement Parcel and to grant similar easements affecting the Easement Parcel for any purpose not inconsistent with the rights granted to Grantees herein. By accepting this Grant of Easement, Grantees agree that prior to commencing the installation of any sanitary sewer line on the Easement Parcel, Grantees shall obtain or cause to be obtained all necessary permits from governmental authorities having jurisdiction, and Grantees further agrees that all construction, installations, maintenance, repair and replacement of the sanitary sewer line and related appurtenances in, on or under the Easement Parcel shall comply with all applicable governmental standards. The benefit of the provisions herein contained inures to Grantees, their heirs, personal representatives, successors, assigns, tenants and successors in interest in and to Parcel B. The burden of the provisions contained herein constitutes a servitude upon Parcel A and will bind all persons or entities now or hereafter having or claiming any right, title or interest therein. W x mss. IN WITNESS WHEREOF, this Grant of Easement has been executed as of the date stated above. WITN SES:� .- PRINT NAME STEVE C. LANDON kits- 'rL 4A�66 PRINT NAME '] I 0�� PRINT INAME ELLEN LANDON PRINT AME i STATE OF FLORIDA COUNTY OF PINELLAS e foregoing i strument has been acknowledged before me this 1 hday of /?l,7216- Y , 1992 by STEVE C. LANDON and ELLEN LANDON, who are personally known to me and who did not take an oath. Notary Publi My commiss;An expires: NOTARY 7UMAC, STATE OF FLOrIDA. MY COiiM T i ON CXPIRES: .Iuly 28, 4995. BUNDLD TIiRU NOTARY PUBLIC UNDERWRITERS. SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST DUVAL COUNTY, FLORIDA Wv'7 u �oZ 1 ! ,� ��''d c �}E �.si`it/� � L�/a .•cam 1 fit`./}• � �Go�-37� Q In roj a , ,G o r 4os� Po� v . v l � Wag b i 1 I I 1 i t r SCALE: DRAWN BY: CERTIFICATE N/A T.L.L. ■� 1, LELAND E. MORES, 111, THE SURVEYOR IN RESPONSIBLE SURVEYED BY: F.B. PG. ■■�� 4 CHARGE CERTIFY 1HAT THIS SKETCH'MEETS THE MINIMUMJCLA ■�.. TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA N/A N/A :BOARD of PROFESSIONAL LAND SURVEYORS IN CHAPTER NNE' Sohn C. LXWOR & As"ddef 21HH-8 FLORIDA ADMINISTRATIVE CODE. PURSUANT TO DATE: TYPE OF SURVEY: SECnON 4,72.OV FLORIDA STATUES. SKETCH NOT FECAL (fit• A E![Y ONUENTAL ENOMMS I VAUD UNLESS SGNED AND EMBOSSED WITH SURVEYORS SEA N,�*Mber 23. 1992 DESCRIPTION PLANOMS - SURYU S 31822 US. I9 NCRTH Palm F4w 0c flarido 3Saa4 Ph en. (n13)7ao-5010 rAX (at1)�a�—+304 LELAND E MOREE III, P.L.S. FL REG. No. 5059 DATE SHT. 1 o'f':2 SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST DUVAL COUNTY, FLORIDA r{ I N Gl i i LEGAL DESCRIPTION SANITARY SEWER EASEMENT A PART OF GOVERNMENT LOT 4, SECTION 9, TOWNSHIP 2 SOUTH; RANGE 29 EAST, DUVAL COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF LOT 37, NORTH ATLANTIC BEACH UNIT ONE, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY;THENCE WESTERLY ALONG AN EXTENSION OF THE NORTHERLY LINE OF SAID LOT 37, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING; THENCE N.03°46'42" W., ALONG.THE WEST RIQHT OF WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY, AS NOW ESTABLISHED AS A 25 FOOT RIGHT OF WAY), A DISTANCE OF 5.0 FEET THENCE S. 89039',18"W. A DISTANCE OF 50.09 FEET TO A POINT ON THE EAST BOUNDARY LINE OF OCEAN GROVE UNIT TWO, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF SAID CURRENT PUBLIC RECORDS;THENCE S.03°46'42"E., ALONG SAID BOUNDARY LINE, A DISTANCE OF 5.0 FEET; THENCE N.89039'18" E., ALONG THE WESTERLY EXTENSION OF THE NORTH LINE OF SAID LOT 37, A DISTANCE OF 50.09 FEET TO THE POINT OF BEGINNING. i CERTIFICATE: SCALE: DRAWN BY: 1. N/A T.L.L. ■� piARCE,OCERTIFY THAT THIS SKETCH SURVEYOREE. 111. THE MEETS THE MIN MUM SURVEYED BY: F.B. PG. ■■■■ JCLA TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA N/A N/A BOARD of PROFESSIONAL LAND SURVEYORS IN CHAPTER FLORIDA ADMINISTRATIVE CODE, PURSUANT TO DATE-- SECTION TYPE OF SURVEY: ■••,,� C' Lando. A .t ' 472027 FLORIDA STATUES. SKETCH NOT VALID UNLESS SIGNED AND EMBOSSED WITH SURVEYORS SEA Cft & EMMomwEJ1TAL E $ Novsmber 21, �ggy LEGAL DESCRIPTION PLAmms - suRy"ou 31822 US. 14 NORTH Po1m Herboe F1oAde 34834 LELAND E MORES ill, P.LS. FL REC. No. 5058DATE Phone (813)7ag—solo FAX (a13)7a7— SHT. 1 of 2 0.1trIfifirtItt of Mrrupanq (situ of Atlantic Ntar4 -- 3lariba Department of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification_ Duplex Residence Bldg.Permit No. 17035 Group w.frame Type Construction sfa Fire District Atlantic Beach Owner of BuildM9 rk Anderson/CynthiaAddNeess 1839 Ocean Grove Driv7e ng Address 1839 0 can Grove DrLocatityAtlantic Beach, FL 32233 1,_ / By: wN C FORn Building Official - Date: POST IN A CONSPICUOUS PLACE T_ J C�erttftxttte of (ycrupan�c INV of Atlantic Nracll — 1oriba Department of Nuilbing Jngpertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification DuplPte" RPEi de-1cP Bldg. Permit No. 17016 Group W.frame Type Construction SLaFire District Atlantic Beach A�arkgArderson/Cynthia Nelle $39 Ocean Grove ;give Owner of a ldin rens 1�Address 1839-1 Ocean Grove AF44e Atlantic Beach, FL 32233 By: DON Q. FORD L Building Offiial✓ Date: I POST IN A CONSPICUOUS PLACE CITY OF ti00 SEN'LLNOLE IMAD _ATLANTIC BEA(ITT. FD QUI Del:)22:":;-5-1 t5 'I'ELLPHI)NE (90-1) 247-5800 FAX 1904)247-580> SUNCO`I 352-5800 ate:• 7- .;yam. PROPERTY DESCRIPTION RECEIVED Lot 4-73-1 Bloch # Sect.ion # Z t, � p Subdivision: C ,J � azw �l ! Street Name 7 �/l► Dg5c ZIPTION OF AI �{� C or Address: ��J� OC64�i k rLv, OulldIng iatid U)MIM& (If in a FLOOD HAZARD Flood Zone: area complete page 3) C Brief Description 3 Class of Work: (New/ 1 -70 Remodel/Addition:- ZONING Type of Construction: Zoning Proposed District: Use:. — 5, Estimated Value $ � Exceptions or Variances Materials: Granted: Solid or Filled // C Graund:. Roof: C�, S •✓Gc� Method of Heating: /, T /'U, I)o ONAER 32sFORM2iTI021T Property Owner-&A& r�. �Cr`�h'i9�a1/'c c Phone: 2d- 7 o Mailing Address Zip: CONTRACTOR INFORMATION Contractor: d�,✓S IT !C 'W-S , - Phone: Maili.n Addre s• '7Jd IV, 3 40 St' /�C4'3c ✓I�ILLE� 'Af�1C� Fc zip: 322S"0 /} Expiration STATE LICENSE NO: Cd C ©f J��/ r Date: ��412000 I HEREBY CERTIFY THAT` I HAVE READ AND EXADIINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH-, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING- OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, RE:GULATTONS, ORDINANCES, OR UFWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF' THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE_ Contractor Signature DATE SWORN SUBSCRIBED JFORE- ME. BY AWS 0S THIS ��h DAY OF 199&. NOTA Y PUBLIC "Pti ' MY COMMISSION#CC492452 -'- August 29,1999 BONDED THRU TROY FAIN INSURANCE,ISM c� Tatiftrate� �f Mrcupan �. (situ of Atlantic leach — Noriba Department of Nuilbing Inspection 11 1 This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. x Use Classification Duplex Residence Bldg.Permit No. 17035 Group w.frame Type Construction sfa Fire District Atlantic Beach Owner of Buil a dinrk AndersonlCynthia�t3eville 9 dress 1 f3�9 (Kean Grove Drives I)dKng Address 1839 Ocean Grove Drrocaliq,Atlantic Beach, FL 32233 By: DON C. FO—R-n�--qr Building Official Date: —L_/ /� - POST IN A CONSPICUOUS PLACE a (fatifiratt of Mrrupanq (MV of Atlantic ifiettc4 — Floriba ftartmeut of Buiffing Inopertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Duplex Residence_ Bldg. Permit No. 17016 Group w.f raMe Type Construction S-faFire District Atlantic Beach Mark Anderson/Cynthia Ne�tlle Owner of Building dress 1839 Ocean Grove Drive Address 0.1$39'^,-1 tpcean Grove t �li�e Atlantic Beach, FL 32233 `* By: DOM,-Q.--FORD, Building Offpial Date: '^~" � 1 POST IN A CONSPICUOUS PLACE t LA BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 9 Building Contractor: C.Q.�G7Gj),)I�,�-6_P_� Building Permit Number: / '70 3 -.36 Address : /Y39-- /1V39-/ �� 6 Legal Description: / _7'-/ a�J ✓I.�.e,c-e..� Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: 5� .f 3 76 required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire /V / Public Works -5--1 7-XjP PlanningS=/c� X1'1 =V Building - MAP SHOWING BOUNDARY SURVEY OF LOT 3 BLOCK AS SHOWN ON MAP OF OCE Ala "ROVE Uu1'r 140 ?- AS AS RECORDED /N PLAT BOOK ?o PAGES ZO OF THE CURRENT PUBLIC RECORDS OF DUAL CO., FLA. CERTIFIED TO: C,/74I ,//A EI CFVJC.L4<:IM k Ai,ii Alrlk?rt! �,l. /A / c a n4 r'�/I�./V1,_%I SCt%M.,gN7 ANEkn/? 04S AU LaZOV E OZXq E z:z V a. 03"4t; 42 ..�, FjJO. 'lZ•'lP, 8g. (4.G '•..' 1'ND.'/Z'lPZ'L'15' ILIO OAP) v (No CAP) tv 1- n^tl 0 W IP < 0'vi v4.13 N ti 8.5' 7�'n g'CONL' wale 4 sr�cco to �� d` DQE 3//JE/�/CE � ' ' . . • Q N /8. Lij h� L01 4 eo v. COti/C. H.o a` P,4 7- 40 /o �'yasf rad 9 m t_oT 3 FENrE CEI O'S. S �NO. / . /048 0.2' (A/o C'4 P) 5. G3 • 4c.' 4Z•' E • 99 too.00' r �� 2 �9 VOZ A PART OY 'THIS PLA? C"y Of Atlarttic (3eacft Q►lildin �ncj iT CEKT kI'o�/$-11�7-4•�5-2�.��F(��p� L�Lt/��98-lll07-3, 5-l8-dl9�FrEcO vloaT/O�IJ W D. X 98-1/&7- 2 ; /0-/l-96 THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY. BEARINGS BASED ON PLAT AS SHOWN THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE x. AS SHOWN ON FLOOD INSURANCE RATE MAP polo FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED-4-11-Bi ALL ATED •IT- ALL AMERICAN SURVEYORS, INC. LAND SURVPYORS - 8789 SM/ JOSE BLVD.. SUar 301 - dACKSONVILI& FLORIDA 32217 - 904/739-2217 Ls end THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE S SUPERVISION AND DIRECTION. THAT THERE ARE NO ENCROACHMENTS _4 CONC - CONCRETE P.R.M. PERMANENT REFERENCE EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS MON. - MONUMENT MONUMENT THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA ENCY R. - IROON RROON ODD P.C. - PPOINT OF CUINT OF RVE CHAPTERARD F472 0PROFESSIONAL 7 S/ CHAPTER 61G17-6, FLORIDA,STATUES.PURSUANT TO ALL CH = CHORD P.R.C. = POINT OF REVERSE CURVE AMER/CAN A = ARC LENGTH P.C.C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS, R = RADIUS S.R.L. = BUILDING RESTRICTION JAMES D. HASON, JR., No. 2647 ACT.) - ACTUAL UNE RRIINC. P - PIAT U.D.E - UNOBSTRUCTED DRAINAGE R� RADIAL EASEMENT j - CENTER LINE L.S./ - LAND SURVEYOR NUMBER SCALE R/W RIGHT-OF-WAY P.I. POINT OF INTERSECTION -9 -x- - FENCE EOW = EDGE OF WATER - D SURVEYOR A (W) WITNESS TOB = TOP OF BANK DATE G{S PER _8 F.B. *114: Z o FILE ORDER NO. li B• l t tt l FLOODPLAIN DEVELOPNtENT 1NFORiMATION Location:: Mg t9 � G- w� '0C, Type of Development: C�' Flood Zone: --T Required Lowest Floor Elevation: . If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. CONCMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed de v op n . Date 2 Applicant's Signature r Department Use: Required Lowest Floor Elevation . As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative T.IrtifirEtte of Mrruvanru (fitg of Atlantic iftttr4 -- 31oriba Bepartmrnt of +Nuilbing Jnoprrtion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Duplex Residence Bldg.Permit No. 17035 Group W.frame Type Construction Ufa Fire District Atlantic Beach Owner of Buildinark Anderson/Cynthia ANdress 1839 Ocean Grove Drive ftng Address 1839 0 can Grove DrMcalityAtlantic Beach, FL 32233 By: DON C FORD Building Official Date: POST IN A CONSPICUOUS PLACE V 7 Tertifiratt of MccupunrV Mtu of Aftantit +N=4 — 31nriba Department of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Duplex Residence Bldg. Permit No. 17035 Group w.Frame Type Construction s f a Fire District Atlantic Beach Owner of BuildM9 ark Anderson(Cynthia�Ndreess 819 Ocean Grove Drive rd�ng Address 1839 0 can Grove DrMcalityAtlantic Beach, FL 32233 6--_ By: D()N C H C)R: Building Official Date: POST IN A CONSPICUOUS PLACE CITY OF A&44&e Ve4d - �7&ud4 800 SEMINO LE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) ?47-58110 EkX(904)247--5805 NOTICE TO: Water Department FROM: Building Department DATE: Co - Please be advised that the final building inspection has been completed on each of the following addresses and construction water _s no Ionger needed: Permit Number address / Sinc ely, -1 nDepartment DA—, E W �> PRE-iERVICE LIVISIUN JACKSONVILLE ELECTRIC AUTHORITY 213 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION ') KA7E SEEN MALE A D ARE SATISFACTORY : "l ------ ------------------------------------------------- ------------------------------------------------i ------------------------------------------------ ------------------------------------------------- Enclosed are the blue copies of the permits. S RELY, BUILDING INSPECTION DIVISION cctFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wert-' t.e of 'ccuvttucu (situ of Atlantic Ntac4 — Noriba Departmtnt of +.�uilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Dup eL Residence Bldg. Permit No. 17016 Group w•frame Type Construction SiaFire District Atlantic Beach i�ak Anderson/Cynthia i�7e 11 e 1839 Ocean Grove Drive Owner of ui ding Add Bui Address 1839-1 Ocean Grove U"Ne Atlantic Beach, FL 32233 \ By: DON Q. FORD Building OffitialY Date: _ 1 POST IN A CONSPICUOUS PLACE DATE -_ z_/_C PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC: AUTHORITY E33 WEST DUVAL STREET JACKSONVILLE, FLORIDA O22y02 THE FOLLOWy.1G FINAL _TNSPE :TION i 'Z ? tA`IE it :i .1.4;_ L A'1 : J.A 1'S ACTOR i ------ ------------------------------------------------- --------------------------------------------------- ------ ------------------------------------------------- ------ -------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, 7— 7, /� <) BUILDING INSPECTION DIVISION = FILE CITY OF .A&a rc? SVeac f 300 5EMINOLE ROAD - - ATLANTIC BEACH. FLORIDA 32233-5445 TELEPHONE (904) 2-47-5300 F.kX(904) 247--5305 NOTICE TO: Water Department FROM: Building Department DATE: _5- J 7 - 9' i Please be advised that the final building inspection has been completed on each of the following addresses arld construction water is no longe_ needed: Permit Number Address IY_S 9— Sincerely, Building Department CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING BUILDING PERMIT PERMIT IPIF )RMATION LOCATKQN INFORMATIQN: Permit Number: 17711 Address: 1839 OCEAN GROVE DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Proposed Use: Lot(s): 3 Block: Section: 0 Contractor: SAWYER AIR CONDITIONING Book: Page: 0 Square Feet: Subdivision: OCEAN GROVE UNIT 2 Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION , Date Issued: 1/28/1999 Name: MARK ANDERSON Total Fees: 25.00 Address: 1839 OCEAN GROVE DRIVE , Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 1/28/1999 Phone: 904)249-7490 Work Desc: GAS FURNACE APPLICATION FEES PERMIT 25.00 j.nspdcfionR aired 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. $25.0014 l Date: 1/29/99 91 Receipt: 8938388 - `—� CASH ATLANTIC BEACH B ILDIN T. 99199983221999 p EUvekw p Mealih p EV-4100- THIS SPACE FOR OFFICE USA ONLY ❑ TOA. (pYrnbwl Rerner4� M LK CeRfl / IA11111Iferl O U61644 prwwre MW 0 WWI Permit Approved by Dam — SPOC14y Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION I.QUI?XENT 2Numbsr VnJta Deecrlpuon Model Number Manufacturer jY A r°''ttkt WA*ER ONLY--ACTUAL' INSTALLATION COSTS JOHN LANDON 12/19/86 1839 Ocean Grove MATERIAL AND LABOR RECORD OUANTRY MATERIAL USED PRICE AMOUNT 1 ea 6" x 1" PVC Tapping Saddle 13 25 13 25 1 ea 3/4" Corporation Stop 1 ea 1I �17 00 17 00 - Curb Stop 4 _ . 1 ea Meter Box 12 00 12 00 42' 3/4II Galvanized pipe 0 66 27 7L_ 3 ea 3/4" Galv. Couplings 159 IT Brass Eoly Adapters 3 -?,Q 6 40 1 II Poly Tubing Q 17S 7:; 2 3/4" Meter Ends 1 3 0 Sub-Total 91 96 10% Overhead 9 20 TOTAL 101 16 JOB -- — COMPLETED? YES ❑ NO ❑ LESS RETURNED MATERIALS DATE BILLED 19 NET COST OF MATERIALS DATE MECHANIC OR HELPER WORK DONE HRS. RATE -'A7]M��OU7NT�� -12J .._Lal1 2 f T.ahnr Q_V_ 21 94-- Labor Total 95 06 EQUIPMENT Back-Hoe 4 Hours 35 00 140 00 Two Trucks 4 Hours 10 00 80 00 Equipment COST TOTAL MATERIAL COST 10116 TOTAL SELLING PRICE TOTAL LABOR COSTLESS TOTAL COST Equipment GROSS COSTS 220 00 PROFIT) %) Meter "OVER — $�MOSTs 85 00 HEADI__.---.____�i COSTS OF SE L UNG PRICE I TOTAL COST 1 9 NET PROFIT ) %) 1 ' MATERIAL AND LABOR RECORD '��.i•� OUANTR"Y MATERIAL USED PRICE AMOUNT •• ,r _S400 17 I t '51"6y\6 �j7�s L •Z 3 le bfi 4- TOTAL JOB T*'xJJ COMPLETED? YES ❑ NO ❑ LESS RETURNED MATERIALS str DATE BILLED 19 NET COST OF MATERIALS DATE MECHANIC OR HELPER WORK DONE HRS. RATE AMOUNT _ 73 'Z F WWI TOTAL LABOR COST TOTAL MATERIAL COST `� I TOTAL SELLING PRICE a *� 66 TOTAL LABOR COST �� ' LESS TOTAL COST t'� s �5 �r'fl -�/` U�� GROSS r f{tet, 2,2/—) PROFITI .5 ��.. jlG Lk�l LESSt�r3 w �t OTw6m wteeTteas �!? / OVERHEAD(—Y. {y COSTS OF SELLING PRICE) c �r 4 h TOTAL COST 7 NET PROFIT L %► `�. �J � 1 I I�1 fl 1 � ,I•� i ��. ,I I i ' t r i ;I I i y I��! I � ti } �:. I � ; 1 l (r. ;�lir Jj` I'� 1 1�� lil' I +1r �{ei't '' I I II�I,�}1 ,1 1 it#t N � Iy' �t', t • t �: I I} .A. 0.,II tli' I _i,'pr tttitr; l , 1 �Jt 1•I�,� 1 � f-rl;Y 1 r J jr .�I II '� �►t;. r+.y 1,� 1;.�Jl51 t �. S J i';l� ,f�l lS�' 4 1 �i�.i,`I I I' J .•IrltR lk4i •t i i;{ �r�l^ ( rrl•P F!�ji I J , I .�r `a � < .,� � t,S, r,i ; ' t i�tt--� � � ttIl H• ��rinr I 'a.r •rE r 1 '. I r I ry. it ,4 ��. pi`.. t, UTILITIES WORK ORDER Owner/Contractor ' 71 Street AddressZe 3 ., Lo t# Blockit Subdivision Type of Building . j WRM METER INSTALLATION Address SizeAccount ' - Meter Meter (if multi-family) Meter' Number Umber Reading � . Date Installed: rj , By: YES NO . J, e r Locate Water .... Locate Sewer Make Water Tap Make Suer Tap ! - _` _.� ♦•4K�.y" -S'r'c'�••,�5g,+„"r'x{:�.� 1. It Y -, - ... AM r,.+,rs .•tla..+..Fi sz '�`�i�j-'Ms"� 'q - s x� = E T - .. "" •'c ,. < -' :.tea�.. 1 . . ,> vi. � 'y*F"•t z" , C ✓ 1 a,��•is Aq��+� . } 'I c $each Ave• rr . .'. t� a- ad (1839) 6/$6 cean Grove Lk °nO3LtrNo � RenSewer er F t ;Y *' , .• ` 3 Unit 2 t GROVE Lot mated 0C rove Grove A of X99.47 (Esti ^` •; ve• Lr _ 1839 Available ata er impact fee Of 18th & Seminole water: Plus normal wat at c °f F, ornex located and three (3) {� • Nearest sewer main zs X50, of sewer ed by the a Hydzaulic er Share •--, Sewer toy imately be eagl elude VO reQuire apP work would have to be (May also In < manholes' All on Paid for by 320' and constructi m act fee �'� mately Grove Sewer I p ed appro_'- on Ocean Plus normal is locate of 17th St. A sewer manho intersection ate• °f neW sewer As an altern North °f theiiately definitely 600 r require apProxlmanholes' tW°ettobe detelned) ' A°aulnd and two (2 a hydraulic share y ` sY %Y include Paying ' JOHN C.LANDON &ASSOCIATES,INC. Consulting Engineers and Surveyors 1454 U.S.19 South•Suite 410 • Clearwater,Florida 335413 •(813)530.9709 TRANSMITTAL TELEX:510 1001350 • CABLE:LANDON DATE Iona un C--7 ATTENTION `�.. TO "( Z L�.. RE: GENTLEMEN: WE ARE SENDING YOU Attached ❑ Under separate cover ❑ the following items: QUANTITY DATE DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use As requested ❑ For review and comment ❑ REMARKS: COPY TO: SIGNED: Yy If enclosures are not as noted,kindly notify us at e, UTILITY AGREEMENT (Water and Sle(a6r) THIS AGREEHM, made and entered into this 5th day of December, 1986 ) by and between the City of Atlantic Beach, Florida, a UMicipal corporation, hereinafter referred to as "City", and JOHN Ce LANDON and its successors and assigns herein referred to as "User". 14HEREAS, User owns land in Duval County, Florida, described as follows:_ attached legal description � , � CSC i ► Ur � �F-6 and WHEREAS, User plans to develop said land by constructing buildings, one residences and/or other improvements thereon consisting of one single family home and lZff7ZF.AS, The City is the owner of a water plant, water distribution system, sewage treatment system and sewage collection plant in the vicinity of the above described property; and WIEREAS, User will need water and/sWe`r service, and User desires City to furnish same; and 6J EREAS, City is willing to operate such water aid'/sgia�ie treatment system so that all buildings constructed on User's property by User may have furnished to them water fir/ service, subject to all terms and conditions of this Agreement, NOW, THEREFORE, in consideration of the premises and other good and valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, the parties hereto agree as follows: (2) 1. Upon the terms and conditions herein contained, the City agrees to provide potable water and domestic sewer services to the User's Property. The term "domestic sewage" used in this paragraph and referred to throughout this Agreement is defined as follows: Human waste including liquids and solid matter carried from plumbing fixtures normally carried off by drains and sewers, and except where specifically excluded bath and toilet wastes, laundry wastes, kitchen wastes and other similar wastes. It does not include commercial or industrial waste. 2. City agrees that after User has connected to the system, thereafter City will provide, at its costs and expense, but in accordance with other provisions of this Agreement, including rules and regulations and rate schedules, sewer service and water service to User's Property in a manner conforming to reasonable requirements of public governmental agencies having jurisdiction over City's water and sewer operations. 3. User shall, at its costs and expense, install all of the potable water distribution and domestic sewage collection lines which may be required on User's property, including engineering cost, to connect City's plant tolthe User's property, and all other facilities necessary to make it possible for the City to provide adequate potable water and domestic sewage service. If buildings more than two stories in height are constructed on the User's property, the User, at its own expense, agrees to furnish to the City any equipment which may be necessary for pumping potable water to the additional height with associated back-flow preventers, (3) At all times during the construction of the potable water and domestic sewer lanes and related equipment, the City shall have access to the construction and the right to inspect the construction to insure that the lines and related equipment are being installed in accordance with the plans and specifications approved by the City. User shall construct the domestic sewage disposal lines in such a manner as to insure that no water from air conditioning systems, ice machines, swimming pools or any other form of condensate water shall flow into the domestic sewage disposal lines of the City and nothing other than sewage in its strictest sense shall be discharged into the domestic sewage disposal system of the City. City shall inspect all connections made by contractors, plumbers, builders, etc. to any portion of the sewer system that discharges into the sewage collection system owned or operated by City or contemplated to be owned and operated by City under the terms and conditions of this Agreement prior to being covered up. City shall only be obligated and will only provide water and sewer service to User's property upon 100%, completion of all terms and conditions of this Agreement, 4. User shall pay a planning and inspection fee in order to defray all actual costs to City of preparing and executing this Agreement, including any attorney's fees; and conducting the inspection and testing of the installation of the User's Extension; and all other administrative costs incident to accepting the User's extension, Said fee shall be equal to one half of building permit fee. 5. User shall pay City a "Sewer Impact Fee" of $1,035.00 per residential unit and a water impact fee of $10.00 per fixture unit/or as otherwise (4) provided in the City's Code of Ordinances, 6. The City shall provide water and sewer service to User's property upon payment to City of the standard meter charges as provided in the City's Code of Ordinances ($85.00/ 5/8 x 3/4 inch meter) , 7. Payment of the Sewer Inpact Fee, Water Impact Fee, Planning/ Inspection Fee and Water 1,1e-ter Charges, shall be made in full at the time City approves the plans. 8. In the event, at a future date, City's charges, rate schedules or fees are revised, subject to the operating rules and regulations and approval of goven nental authorities having jurisdiction, then in that event, User and/or assigns shall pay the charges, rates or fees then in effect on date of payment, 9. Hydraulic share of main extensions-payment or refund, User recognizes that water or sewer utility service to th User's property is provided by the use of a main extension and other improvements constructed by a prior developer and that User is obligated to refund to said prior developer User's share of the cost of said main extension or other improvements, Accordingly, User shall pay its pro rata share of the cost of said main extension or other improvements to City. Said pro rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ With respect to utility facilities installed by User to which future developers connect directly, and in consideration for monies expended by User toward said facilites, City shall refund to User, or User's successors or assigns, solely from monies collected from said future developers, said (5). future developer's pro rata share. of the cost of said facilities, Said refunds shall be calculated on the basis of the hydraulic capacity, and demand of said future developer whenever feasible, The refund obligation of City hereunder and the benefits to User related thereto shall expire five (5) years from the date of execution of this Agreement, Said refund shall be made to User within sixty (60) days of the receipt of payment by City from a future developer, 10, If any damage is done by User, its agents', or employees, to the existing potablewater lines or domestic sewer lines of City or other utilities CATV, electric, phone, or the potable water lines or domestic sewer lines installed pursuant to this Agreement, during or after the installation thereof and by reason of construction work, User shall at his expense, uiake such repairs as are required to restore said potable water or domestic sewer lines to the condition which existed before such damage occurred, but in the event User does not restore said potable water or domestic sewer lines (but this clause shall not be construed as to require the City to make such reparis or restoration) , User shall provide the City and its agents adequate access and facilities for the makino, of said repairs. All costs incurred by the City in making such repairs shall become immediately due and payable and shall be considered in all respects the same as if said charge had arisen in connection with the rendition of the regular services of the City, 11. Notwithstanding any provision of this Agreement, the City shall have no obligation to provide sewer services to any customer producing sewage which is unusually burdensome, unusually costly to process or substantially detrimental to the sewage system, 12. This Agreement shall be binding upon the parties hereto, their successors in interest, grantees, transferees and assigns. In the event User transfers any part of the User's property, it will cause its transferee to comply in all respects with the provisions of this Agreement. 13. In the event the City sells either its sewer treatment plant or collection system or its water treatment plant or water distribution system to any governmental body or any other purchaser, then, in such events, this Agreement shall terminate as to the City on any protion sold and all of its obligations or liabilities hereunder shall cease and determine for that portion sold. 14. The City may shut off the water to the User or any other person and refuse to accept sewage from the User or any other person if the User or any other persons shall fail to pay any suns due hereunder when the same becaue due and payable. Nothing herein contained, however, not any action taken by the City in pursuance hereof shall impair any other remedy which the City might have, at law or equity, for breach of this Agreement by Owner or any other person. 15. City does not guarantee an uninterrupted supply of water for any purpose or water at any particular pressure for any purpose and reserves and shall have the right to shut off the water in its main at any time for the purpose of making repairs or extensions or for other purposes incidental to its water supply and will not be responsible for any damage caused by law pressure. City shall have the right to turn off water service at the main where the User has been found to be useing water illegally, and to assess a fee for restoration of service. 16. The City shall have the right to assign and transfer this Agreement at any time provided., however, that no such assignment or transfer shall impair the rights or increase the obligations to the User or any other person pursuant to this Agreement. (7) 17. Unless sooner terminated as provided herein, the initial term of this Agreement shall be 15 years. After the initial term of 15 years from the date of the execution of this Agreement, the terms of this Agreement shall automatically be renewed for successive terms of five (5) years each, unless written notice of termination of this Agreement is provided by either party hereto, not less than ninety (90) days prior to the commencement of any such renewal period. 18. It is expressly agreed and understood between User and City that there are no other written or verbal agreements applicable herein between User and City. 19. This Agreement may be amended and modified from time to time as necessary by mutual written agreement of the parties hereto. IN WITNESS WHEFEOF, the User and the City have caused these presents to be executed the day and year first above written. Signed, sealed and delivered in the presence of: Us r Wi ess Or— City o At:.antic Bda Witness L s.k •t. AF 280538 . SA10W11VCS SZ/R t/�Y _ OF PARCEL "A" LOT 37, NORTH ATLANTIC BEACH UNIT NO. 1 , AS RECORDED IN PLAT BOOK 15, PAGE SIO OF CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PARCEL "B" r A PART OF GOVERNMENT LOT 4, SECTION 9, TOWNSHIP 2- SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA- MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A <POINT OF � + REFERENCE COMMENCE AT THE NORTHWEST CORNER OF LOT 37, NORTH ATLANTIC BEACH UNIT • ONE, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE WESTERLY ALONG AN EXTENSION OF THE NORTHERLY LINE OF SAID: LOT 37, A. DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING;• THENCE S.03.46.'42"E. , � -} ALONG THE WEST RIGHT OF WAY LINE OF BEACH AVENUE (FORMERLY- GARAGE. APPROACH ROADWAY, AS NOW ESTABLISHED AS A 25 FOOT RIGHT OF WAY) , A DISTANCE OF 50.06 . FEET TO A POINT LYING 'IN A WESTERLY EXTENSION OF THE •SOUTHERLY LINE OF SAID LOT 37; THENCE S.89039' 18"W. A DISTANCE OF 50.09 FEET TO A POINT ON THE EAST BOUNDARY LINE OF OCEAN GROVE UNIT TWO, AS RECORDED IN PLAT.- BOOK 20, PAGE 20 OF Fi rM SAID CURRENT PUBLIC RECORDS; THENCE N.03"46 ' 42"W. , ALONG SAID BOUNDARY LINE, A DISTANCE OF 50.06 FEET; THENCE N.89' 39 ' 18"E. , ALONG THE WESTERLY EXTENSION OF ' THE NORTH LINE OF SAID LOT 37, A DISTANCE OF 50.09 FEET TO THE" POINT OF BEGINNING. : q - PARCEL "C" LOT 3, OCEAN GROVE UNIT NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE :. CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. •;15Ie- CITY OF ATLANTIC BEACH No. 3279 FLORIDA I' 12/5 19 86 NAME ADDRESS CITY 1IT I WATER IMPACT FEE #40-343 3700 $80. 00 8 fixture units 1839 Ocean Grove Drive A� 0 CITY OF ATLANTIC BEACH 5��6 ATLANTIC BEACH, FLORIDA 32233 TELEPHONE: 249,23975 UTILITY BILL DATE SERs WATER SEWER GARBAGE OTHER TDUEU 8c yes an Official Receipt ived Payment TREASURER RETAIN THIS STUB PAYABLE IN ADVANCE SERVICE DISCONTINUED { NO REFUNDS IF NOT PAID WITHIN227 30 DAYS OF DATE SHOWN 63-27212 lI 631 I $ JOHN C. LANDON 228 0 PH. 813-530-9709 Ifo JCLA, INC. 1454 U. S. HWY. 19, S., SUITE 410 1 66317212 C_LEARWATER, FL 33546 Pay to the Order of $ Dollars 7 nu �I Ilmm�m it��IlI NC B National Bank t' pIIII1I'11I11 flllimll IIIIII,� of Florida YY�Ip)B )IDIII IIIlllll glllllll h Cllearwa er,FLL,33518 For 1:0631002771: 3SOIS17114111 28 �Y ' 4Vr'- _ t CITY OF 716 OCEAN BOULEVARD ----- --------- P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(964)249-2395 December 6, 1986 Mr. John C. Landon John C. Landon & Associates, Inc. 1454 U. S. 19 South, Suite 410 Clearwater, Florida 33546 Dear Mr. Landon, Enclosed, please find reply from Atlantic Beach Public Works department concerning water and sewer availability to your property in Semi.nole Beach, along with receipt for payment of impact fee and water meter for same. Please note the estimated cost of $499. 47 for water tap charge. Water taps fees are determined by actual labor and materials and therefore could be more or less. Please let me know if you still desire water service from the City of Atlantic Beach by executing and returning the enclosed utility service agreement. I will schedule the work and bill you accordingly. Sincerely, Rene Angers Community Develop nt Director cc:file City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. __BATHROOM GROUP CONSISTING OF _____SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET VALVE __WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _____BATHTUB/SHOWER (2) URINAL WALL LIP (4) _____SHOWER GROUP PER HEAD (3) FLOOR DRAIN ( 1) _____SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) _____LAVATORY ( 1 ) _---_COMBINATION SINK AND TRAY (3) _____WASHING MACHINE (3) _____POT, SCULLERY SINK (4) _____DISHWASHER (2) -----WASH SINK EACH SET OF L-KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY ( 1 ) _____KITCHEN SINK WITH WASTE GRINDER (3) -----DENTAL UNIT OR CUSPIDOR (1) _____BIDGET (3) _____URINAL STALL, WASHOUT (4) _____FLUSHING RIM SINK (8) _-_-_COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _____URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) ___-_DRINKING FOUNTAIN (1/2) _____LAVATORY, BARBER/BEAUTY SHOP (2) _____LAVATORY, SURGEONS (2) _____SURGEONS SINK (3) _____URINAL STALL, WASUOUT(4) TOTAL FIXTURE UNITS______- @ $10. 00 EACH _ v_ JOS INFORMATION # _ �Z/I/t_ -------------------------- .�f�_ ' JOHN C.LANDON&ASSOCIATES,INC. Consulting Engineers and Surveyors 1454 U.S.19 South•Suite 410 • Clearwater,Florida 33548 •(813)530.9709 TRANSMITTAL TELEX:510 1001350 • CABLE:LANDON DATE 1 Z JOB NO. TO a `, �� 3;6* ATTENTION (� RE _ %c rev VL Za a33 GENTLEMEN: WE ARE SENDING YOU ❑ Attached ❑ Under separate cover ❑ the following items: QUANTITY DATE DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use As requested ❑ For review and comment ❑ REMARKS: COPY TO: SIGNED: If enclosures are not as noted,kindly notify us at on Notes Ref: JCLA Ltr 11/26/86 Water and Sewer on Ocean Grove (1839) and Beach Ave. OCEAN GROVE Lot 3 Unit 2 1839 Ocean Grove Ave. Water: Available at a cost of $ 499.47 (Estimated) Plus normal water impact fee of $ Sewer: Nearest sewer main is located at corner of 18th & Seminole Would require approximately 450' of sewer main and three (3) manholes. All work would have to be engineered by the owner and construction paid for by owner. (May also include a Hydraulic Share) Plus normal Sewer Impact fee $ As an alternate: A sewer manhole is located approximately 320' North of the intersection of 17th St. on Ocean Grove. Would require approximately 600' of new sewer main and two (2) new manholes. (Would definitely include paying a hydraulic share yet to be determined) LOT 37 North Atlantic Beach Unit One Beach Ave. Water: Located approximately 25' North of the centerline of Beach Ave. and 18th St. Would require approximately 250' of 6" water main engineered by the owner and construction paid for by owner. (May include a hydraulic Share) Water impact fee $ Sewer Located on Beach Ave. approximately 187' North of 18th St. Would require approximately 410' of sewer main and three (3) manholes. To be engineered by owner and construction paid for by owner. (May include hydraulic share) Impact Fee $ o ' JOHN C.LANDON &ASSOCIATES,INC. t.. Consulting Engineers and Surveyors 1454 U.S. 19 South-Suite 410 • Clearwater,Florida 33546• (813)530.9709 TELEX:510 1001350 CABLE:LANDON November 26, 1986 City of Atlantic Beach 716 Ocean Boulevard Atlantic Beach, FL 32233 Attention: Renee RE: REQUEST FOR WATER AND SEWER SERVICE Gentlemen: This is to request water and sewer service for a single-family residence I own at 1839 Ocean Grove Drive in Atlantic Beach. A legal description of this parcel is attached. I have discussed the availability of service with your public works director, and he advises me that water is available via a line on the west side of Ocean Grove Drive. However, he says sewer service is not available yet, although there have been similar requests from some of my neighbors to the south. I would also like to find out if service is available for another parcel I own on the ocean front immediately to the east of this parcel. A legal description of this parcel is also attached. Sincerely, JOHN C. LANDON & ASSOCIATES, INC. n La on, , ,reside ala Enclosures- JCL-1126.L01 TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address v Ems.- c:e�eY:c�zx:c: :tx � x:cu��a: :{ ::sex p Please update vour records accordingly. Tha yp , `tUILDING CLERK� CITY OF ATLANTIC BEACH /vcb DATE 2 •98 TO: I� JOB N WILA e A-,NDE12�j1J FROM: . . .. .... ............ .. . .. . ........ .. ADDRESS ATt,A906 t3e-heti CC: CONTRACTOR .....A� I N 5.......................................................................:......... .... .........._.........,.............. :.. l..l. T Ti : Ns.. i TI-4tR�D...... tC .... ... 2 .Cv . PF.... ... I 1 , c 1 i 2 — ' cry .... _. �►��s.2Q�f� � . F�phttJyt�� vC - . _. i,G , Atm ..E*^.... u. .N DESK Off° � �WGeV i c6p Nr r-1 C(3 E 5 S :...... .i.. ...., ..,...........{......... .......... s.., f.... t r ! 1 4..........,...... _;... ..,. .p_.,.. . 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THIRD ST. JACKSONVILLE BEACH, FLORIDA 241 6150 FAX 24-16-151 Alk - 0 2 O 0 0 0 0 O1 7 J01 O 04 JO I � � sl- � 2 05 0 0 0 G JO 0 07 I a O1 2 J J01 O4 J04 t 2 O5 105 0 0 0 19 0 J 1 f J 4 F16 I 0 I I 13 14- " 0 15 17 15 N 1 3 12 05 J JO O � 04 J JO J 0 1 0 03 7 O5 J05 0 I JO-4- vO 04 � � 7 J 6 p 1 JO 1 Co T04 2TO1 JO 0 "p 66 - 0 - 0 20 - 4 - 0 I TRUE TRUSS INC 10411 ALTA DRIVE Name: Richard Thompson Description: NEVILLE ANDERSON RES. JACKSONVILLE FL. 32226 Address: 3/2 Ocean Grove Job: 9800377 Telephone: 904-757-75DO Fax: 904-757-7336 Telephone: Scale, 1 : 108 Date: 7 1 98 Drawn By: Gockson Job russ I russ Type QtY Ply Ricnard Thompson- cean rove 9800377 CJ01 ROOF TRUSS 2 1 1KUh1KUb5iNu.,JAL;KbUNVILLk: FL. 32226s ec M!Tek nus ries,Inc. Tue Jun age 2-9-15 5-4-12 9-10-13 2-9-15 5-4-12 4-6-1 4 2.83 Ff2- 3x4 10 s 3 N' n 9 NII 1 W2 8 N 2 .o 1 11 12 7 13 6 3x4-I 1x4 ii 3x4- -2-9-15 5-4-12 9-10-13 2-9-15 5-4-12 4-6-1 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.08 6-7 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deli=240 Weight:42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-7-15 on center purlin spacing. a BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-3-4 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=127/0-1-8,4=194/0-1-8,2=267/0-11-5,5=335/0-1-8 Max Horz 2=245(load case 2) Max Upliftl=-104(load case 2),4=-231(load case 3),2=-10(load case 2),5=-198(load case 3) FORCES(ib)-First Load Case Only TOP CHORD 1-2=23,2-8=-935,8-9=-1006,3-9=-955,3-10=-63,4-10=37 BOTCHORD 2-11=944,11-12=944,7-12=944,7-13=944,6-13=944,5-6=0 WEBS 3-7=142,3-6=-988 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)1,4,5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 Ib uplift at joint 1,231 Ib uplift at joint 4,10 Ib uplift at joint 2 and 198 ib uplift at oint 5. 6) is truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-90.0,2-8=-70.0,8-9=-70.0,3-9=-70.0,3-10=-70.0,4-10=-70.0,2-11=-20.0,11-12=-20.0,7-12=-20.0,7-13=-20.0,6-13=-20.0,5-6=-20.0 Concentrated Loads(lb) Vert:8=407 9=10 10=-155 11=22 12=-16 13=-56 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=56.2,2-8=66.2,8-9=66.2,3-9=66.2,3-10=55.3,4-10=55.3,2-11=-10.0,11-12=-10.0,7-12=-10.0,7-13=-10.0, 6-13=-10.0,5-6=-10.0 Horz:1-2=-86.2,2-8=-86.2,8-9=86.2,3-9=-86.2,3-10=-75.3,4-10=-75.3 Concentrated Loads(lb) Vert:8=448 9=102 10=289 11=-9 12=-28 13=48 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plo Vert:1-2=45.3,2-8=55.3,8-9=55.3,3-9=55.3,3-10=66.2,4-10=66.2,2-11=-10.0,11-12=-10.0,7-12=-10.0,7-13=-10.0, 6-13=-10.0,5-6=-10.0 Horz:1.2=-75.3,2-8=-75.3,8-9=75.3,3-9=-75.3,3-10=-86.2,4-10=-86.2 Concentrated Loads(lb) pa++`++111110ner��n��ip� 4)1 st Wind Parallel:Lumber Inc ease=1.609Plate28crea a=1.60 �.�```��``\`��':.::.;;�9„/�'''' Uniform Loads(plo QQ`.• T►FI(,'••/ '' Vert:1-2=45.3,2-8=55.3,8-9=55.3,3-9=55.3,3-10=55.3,4-10=55.3,2-11=-10.0,11-12=-10.0,7-12=-10.0,7-13=-10.0, ' 6-13=-10.0,5-6=-10.0 Horz:1-2=-75.3,2-8=-75.3,8-9=75.3,3-9=-75.3,3-10=-75.3,4-10=-75.3 Concentrated Loads(lb) Vert:8=448 9=102 10=289 11=-9 12=-28 13=-48 • OF ', .rF• ?•''�`�,' 'Job Truss iTruss ype uty 13TY- Richard Thompson-3/2Ocean urove 9800377 CJ02 ROOF TRUSS 8 1 hk TRUETRUWNC-JACRSONVfLLL- K. 32 s ec i e industries,Inc. ue un 98 Pagel 1 -2-9-15 5-4-12 9-10-13 2-9-15 5-4-12 4-6-1 4 � I 2.83 Fff 1 3x4= it 3 N r1 9 N, 11 N 2 RI 8 1 11 12 7 13 6 I I 3x4= 1 x4 I I 3x4- -2-9-15 5-4-12 9-10-13 2-9-15 5-4-12 4-6-1 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.06 6-7 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.07 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) -0.01 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL defl=240 Weight:42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-3-4 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=131/0-1-8,4=186/0-1-8.2=219/0-11-5,5=293/0-1-8 Max Horz2=245(load case 2) Max Upliftl=-111(load case 2),4=-218(load case 3),5=-128(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=22,2-8=-785,8-9=-858,3-9=-820,3-10=-57,4-10=36 BOT CHORD 2-11=801,11-12=801,7-12=801,7-13=801,6-13=801,5-6=0 WEBS 3-7=141,3-6=-838 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 it by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1,4,5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 111 Ib uplift at joint 1,218 Ib uplift at joint 4 and 128 Ib uplift at joint 5. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-90.0,2-8=-70.0,8-9=-70.0,3-9=-70.0,3-10=-70.0,4-10=-70.0,2-11=-20.0,11-12=-20.0,7-12=-20.0,7-13=-20.0,6-13=-20.0,5-6=-20.0 Concentrated Loads(lb) Vert:8=407 9=69 10=-121 11=22 12=-16 13=-56 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=56.2,2-8=66.2,8.9=66.2,3-9=66.2,3-10=55.3,4-10=55.3,2-11=-10.0,11-12=-10.0,7-12=-10.0,7-13=-10.0, 6-13=-10.0,5-6=-10.0 Horz:1-2=-86.2,2-8=-86.2,8-9=-86.2,3-9=-86.2,3-10=-75.3,4-10=-75.3 Concentrated Loads(lb) Vert:8=-448 9=3 10=232 11=-9 12=-28 13=-48 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=45.3,2-8=55.3,8-9=55.3,3-9=55.3,3-10=66.2,4-10=66.2,2-11=-10.0,11-12=-10.0,7-12=-10.0,7-13=-10.0, 6-13=-10.0,5-6=-10.0 Horz:1-2=-75.3,2-8=-75.3,8.9=-75.3,3-9=-75.3,3-10=-86.2,4-10=-86.2 Concentrated Loads(lb) Vert:8=-448 9=3 10=232 11=-9 12=-28 13=-48 4)1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 CAq qr Uniform Loads(plf) ��`� •�.�1F1C�� .,� Vert:1-2=45.3,2-8=55.3,8-9=55.3,3-9=55.3,3-10=55.3,4-10=55.3,2-11=-10.0,11-12=-10.0,7-12=-10.0,7-13=-10.0, Q� 6-13=-10.0,5-6=-10.0 .y Horz:1-2=-75.3,2-8=-75.3,8-9=-75.3,3-9=-75.3,3-10=-75.3,4-10=-75.3 Concentrated Loads(lb) • N •�" Vert:8=-448 9=3 10=232 11=-9 12=-28 13=-48 Job cuss Truss Type Qty ply Richard Thompson-312Ocean Grove 9800377 l J01 ��,ROOF TRUSS 20 1 ^TRUE: s ec MiTek nus nes,Inc. Tue Jun 30 23:37:40 1998 Page 1 -2-0-0 1-0-0 2-0-0 1-0-0 3 4.00 j T£ i 2 o � i� 16i T1 4 1 2x4- 1-0-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/def! PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) n/a n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.09 1-2 >286 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=999 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-11-1 on center bracing. REACTIONS(Ib/size) 3=-13410-3-8,2=351/0-8-0,4=9/0-1-8 Max Horz 2=112(load case 2) Max Uplift3=-134(load case 1),2=-549(load case 2) Max Grav3=268(load case 2),2=351(load case 1),4=9(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=43,2-3=-71 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 Ib uplift at joint 3 and 549 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard \``\`\`uu�m�ummnnrunui ��. CA ' •G��SIFI •• y No. _ O o runs cuss ype Qty y Ic ar ompson- 2 Ocean rove 9800377 J02 ROOF TRUSS 2 1 I . OZeZO I Mi I ek industries,Inc. Tue Jun age 3-0-0 3-0-0 4.00 FT£ 2 T1 71 �I � 1 B1 I�l i 3 II 2x4- 3-0-0 3-0-0 LOADING(psO SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Ver(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 H.. L) -0.00 2 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL defl=999 Weight:9 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-9 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 2-9-8 on center bracing. REACTIONS(Ib/size) 1=123/0-8-0,2=95/0-3-8,3=28/0-1-8 Max Horz 1=82(load case 3) Max Upliftl=-57(load case 3),2=-101(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=26 BOT CHORD 1-3=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanllne,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase is 1.60,and the plate grip increase is 1.60 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 Ib uplift at joint 1 and 101 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ,,,��V. CAgq"''�,,, �Q; ........ .• '(IFIL•• • 4 � OF ; o Truss fuss ype i ar ompson- cean rove 19800377 J03 1 ROOF TRUSS 12 [P� . UZZO 7 Mi Tek industries,Inc. I ue Jun 8 Page 1J 5-0-0 5-0-0 2 4.00 FIT ILi T1 1 ��r B1 i od 3 2x4- 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=999 Weight:15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-14 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-9-8 on center bracing. REACTIONS(Ib/size) 1=213/0-8-0.2=165/0-3-8,3=48/0-1-8 Max Horz1=137(load case 3) Max Upliftl=-1 01(load case 3),2=-173(load case 3) FORCES(lb))-First Load Case Only TOP CHORD 1-2=44 BOTCHORD 1-3=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 Ib uplift at joint 1 and 173 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard XON CAA �(IN • N *S In;;X oTruss cuss Type Qty ply is ar ompson- Ocean Urove i 9800377 J04 I ROOF TRUSS 18 1 I � CRSZ)TIC/fLLE�I:322 4.0-32 s uec 16 1997 MiTekIndustries,Inc. Tue Jun age -2-0-0 3-0-0 2-0-0 3-0-0 1 3 4.00 2 T1 rl� 61 4 1 2x4- 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.15 1-2 >173 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=999 Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 2-9-8 on center bracing. REACTIONS(Ib/size) 3=35/0-3-8,2=332/0-8-0,4=28/0-1-8 Max Horz 2=162(load case 3) Max Uplift3=-1(load case 3),2=-398(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=43,2-3=-52 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 Ib uplift at joint 3 and 398 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ��QG�PSIFIC,q No.4 ' F •. ORIOP••�� Job russ Truss Type Qty my Richar ompson- cean rove 9800377 JOS �ROOFTRUSS 18 1 I I TR s ec11997 MiTekindustries,Inc. I ue Jun age -2-0-0 5-0-0 2-0-0 5-0-0 3 i 4.00 112- � � I 71 T1 2 B1 1631 —� 4 1 2x4- 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.13 1-2 >191 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=999 Weight:19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 4-9-8 on center bracing. REACTIONS(Ib/size) 3=131/0-3-8,2=39710-8-0,4=48/0-1-8 Max Horz 2=217(load case 3) Max Uplift3=-116(load case 3),2=-390(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=43,2-3=32 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 116 Ib uplift at joint 3 and 390 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ` �.•'��IN y • No. s p o cuss Truss Type y Riclard Tnom,son, cean rove 9800377 JO6 ROOF TRUSSI 4 1 I I `TRUE-TRUSSING.,JACKSONviLLE. FL. 32226 MiTekIndustries,Inc. Tue Jun 8 Page 7-0-0 7-0-0 2 4.00 F17 i 1 N it 17 3 2x4- 7-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.11 1-3 >766 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL defl=999 Weight:22 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-8 on center bracing. REACTIONS(Ib/size) 1=303/0-8-0.2=235/0-3-8,3=68/0-1-8 Max Horz1=193(load case 3) Max Upliftl=-145(load case 3),2=-246(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=61 BOTCHORD 1-3=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 145 Ib uplift at joint 1 and 246 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard No.4 • - S ' F � •.OR1�P.•4r�� Job russ I yIX Qty ply is ar ompson- cean rove 9800377 J07 ROOF TRUSS 29 1 TRIIETRII85l C-JAGRSDNVICCE—FC 3fff8 3f s ei8 1997 MiTeek Industries,Inc. Tue Tun 30 23:37:47 1998 1 -2-0-0 — 7-0-0 2-0-0 7-0-0 3 i 4.00 fT r' N', 1 i 2 M i 4 1 X - 7-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.18 1-2 >144 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL dell=999 Weight:25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP li TOP CHORD Sheathed or 6-0-0 on center pudin spacing. BOT CHORD 2 X 4 SYP No.211) BOT CHORD Rigid ceiling directly applied or 6-9-8 on center bracing. REACTIONS(Ib/size) 3=211/0-3-8,2=477/0-8-0,4=68/0-1-8 Max Horz 2=273(load case 3) Max Uplift3=-206(load case 3),2=412(load case 3) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=43,2-3=53 BOT CHORD 24=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 30 It above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 206 Ib uplift at joint 3 and 412 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ````\`"`\�uaumuuunnruq, ��V. CARq"'�',,, �Q�,• (IFIC'• 4 'Job Truss i Truss ype Qty P ly is ar ompson- cean rove 9800377 J08 j ROOF TRUSS 16 1 . 32226 s Ye-c-%—f*91-MlTek Industries,Inc. I ue Jun age -2-0-0 7-0-0 2-0-0 7-0-0 3 I j 4.00 ri'£ a. r; N 1 I !� 2 1 41 X - 7-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) n/a n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.18 1-2 >144 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=999 Weight:25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-9-8 on center bracing. REACTIONS(Ib/size) 3=21110-3-8,2=477/0-8-0,4=68/0-1-8 Max Horz2=273(load case 3) Max Uplift3=-206(load case 3),2=-412(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=43,2-3=53 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 30 It above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 55 It by 40 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 206 Ib uplift at joint 3 and 412 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard CAq 'PTIN N NAIEN nnrrrmimnu�aa��"`"� 0 ! russ russ ype uty i I-ly is ar ompson- cean rove 9800377 T01 ROOF TRUSS 1 1 I S-T 3�s 6ec 1��99TMiTek Indus nes, nc. ue un 30 23:37:50 1998 Page 1- -0-0-12 4-10-7 8-0-0 11-1-9 16-0-0 16-0-12 0-0-12 4-10-7 3-1-9 3-1-9 4-10-7 0-0-12 4x4= 4.00,7TT 5 1x4` 1x4 4 � 6 �!I T2 v! u T2 oo; 3 .,1 u 1 W J 7 N LOr n 6 Lm u 61 = 9 4x6= 4x6 ! 10 3x4= 6x6= 3x8_ 6x6= 3x4= 8-0-0 16-0-0 8-0-0 8-0-0 Plate se s ,e ge, ,e ge LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.11 10 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.19 8-10 >999 BCLL 0.0 Rep Stress Ina YES WB 0.19 Horz(TL) 0.04 8 n/a BCDL 10.0 Code SBCiSBCCI (Matrix) Min Length/LL defl=240 Weight:76 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-13 on center pudin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-5-1 on center bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=857/04-0,8=867/0-4-0 Max Horz 2=-25(load case 3) Max Uplift2=-647(load case 2),8=-647(load case 3) FORCES(lb)-First Load Case Only TOPCHORD 1-2=43,2-3=-1775,3-4=-1762,4-5=-1269,5-6=-1269,6-7=-1762,7-8=-1775,8-9=43 BOT CHORD 2-10=1682,8-10=1682 WEBS 4-10=-556,5-10=582,6-10=-556 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)All plates are M20 plates unless otherwise indicated. 4)Gable studs spaced at 2-0-0 on center. 5) For studs exposed to wind,see MiTek"Standard Gable End Detail' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 647 Ib uplift at joint 2 and 647 Ib uplift at joint 8. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard •.•'��IF) '• .y , O o cuss russ ype y is ar ompson- cean rove 9800377 'T02 ROOF TRUSS 1 1 s Uec16i e Industries,Inc. Tue Jun age -2-0-0 4-4-14 8-0-0 11-7-2 16-0-0 18-0-0 2-0-0 4-4-14 3-7-2 3-7-2 4-4-14 2-0-0 4x4= 4 4.00-1'£ 1x4 1x4; L0; 3 W2 5 N 1 W LO 2 6 L Chi 01 8 7 0 3x4= 3x8_ 3x4- 8-0-0 16-0-0 8-0-0 8-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.08 8 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.14 2-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL defl=240 Weight:70 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-2 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-12 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=857/0-4-0,6=857/0-4-0 Max Horz 2=-27(load case 3) Max Uplift2=-645(load case 2),6=-645(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-1465,3-4=-1086.4-5=-1086,5-6=-1465,6-7=21 BOT CHORD 2-8=1382,6-8=1382 WEBS 3-8=-376,4-8=419,5-8=-376 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 645 lb uplift at joint 2 and 645 Ib uplift at joint 6. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard °� G�PSIFIC,q C No.4 t t ' F •. OR1�P.•'�kr� ,,,�FSS.......••��,,.�� o russ Truss ype Iuty Ply --Richardompson- Ocean Grove 9800377 T03 I ROOF TRUSS 1 1 TRUETRIISbTRC.,JACKSONVILLE FL. 32226 32 16 1997 1 e n us nes, nc. Tue Jun age -2-0-0 3-10-14 7-0-0 9-10-0 12-8-0 15-9-2 19-8-0 21-8-0 , 2-0-0 3-10-14 3-1-2 2-10-0 2-10-0 3-1-2 3-10-14 2-0-0 5x5- 5x5= 3x4- 4.00 T£ 4 12 13 6 1x4; 1x4; 3 W2 W2 7 1 W N 1A 2 8 to f' 01 4x '_ 11 14 15 10 4x - O 3x8= 3x8- 7-0-0 12-8-0 19-8-0 7-0-0 5-8-0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.45 10-11 >512 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.39 10-11 >591 BCLL 0.0 i Rep Stress Incr NO WB 0.25 Horz(TL) -0.13 8 n/a BCOL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:92 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-4 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-3-12 on center bracing. a WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1886/0-8-0.8=1886/0-8-0 Max Hoa 2=24(load case 2) Max Uplift2=-1581(load case 2),8=-1581(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=43,2-3=-4517,34=4363,4-12=4170,5-12=4170,5-13=4170,6-13=-4170,6-7=-4363,7-8=-4517,8-9=43 BOT CHORD 2-11=4200,11-14=4399,14-15=4399,10-15=4399,8-10=4200 WEBS 3-11=-82,4-11=769,5-11=-305,5-10=-305,6-10=769,7-10=-82 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5 All plates are M20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1581 Ib uplift at joint 2 and 1581 Ib uplift at joint 8. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70.0,2-3=-70.0,34=-70.0,4-12=-70.0,5-12=-70.0,5-13=-70.0,6-13=-70.0,6-7=-70.0,7-8=-70.0,8-9=-70.0, 2-11=-20.0,11-14=-20.0,14-15=-20.0,10-15=-20.0,8-10=-20.0 Concentrated Loads(lb) Vert:4=-288 6=-288 11=-363 10=-363 12=-165 13=-165 14=48 15=48 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=113.7,2-3=63.4,34=63.4,4-12=55.3,5-12=55.3,5-13=55.3,6-13=55.3,6-7=55.3,7-8=55.3,8-9=105.6, 2-11=-10.0,11-14=-10.0,14-15=-10.0,10-15=-10.0,8-10=-10.0 Horz:1-2=-133.7,2-3=-83.4,3-4=-83.4,6-7=75.3,7-8=75.3,8-9=125.6 Drag:4-12=-0.1,5-12=-0.1,5-13=0.1,6-13=0.1 Concentrated Loads(lb) Vert:4=477 6=477 11=164 10=164 12=246 13=246 14=-34 15=-34 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plo Vert:1-2=105.6,2-3=55.3,34=55.3,4-12=55.3,5-12=55.3,5-13=55.3,6-13=55.3,6-7=63.4,7-8=63.4,8-9=113.7, 2-11=-10.0,11-14=-10.0,14-15=-10.0,10-15=-10.0,8-10=-10.0 ��quuwimrupy�� Hoa:1-2=125.6.2-3=75.3,34=45.3,6-7=83.4,7-8=83.4,8-9=133.7 �.o```G``v. CAAq��'� Drag:4-12=-0.1,5-12=-0.1,5-13=0.1,6-13=0.1 moo`` ``` .•••••.. Concentrated Loads(lb) �Q`�• �IFIC•• '' Vert:4=4776=47711=16410=16412=24613=24614=-3415=-34 4)1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 s Uniform Loads(plf) Vert:1-2=105.6,2-3=55.3,34=55.3,4-12=55.3,5-12=55.3,5-13=55.3,6-13=55.3,6-7=55.3,7-8=55.3,8-9=105.6, 2-11=-10.0,11-14=-10.0,14-15=-10.0,10-15=-10.0,8-10=-10.0 �O' OF • Horz:1-2=-125.6,2-3=-75.3,34=-75.3,6-7=75.3,7-8=75.3,8-9=125.6 Drag:4-12=-0.1,5-12=-0.1,5-13=0.1,6-13=0.1 �� ••• ORI�P'••�� ` Continued on page 2 '��'''''''' sONAr�.�� G`•o`°�� o russ Truss Type Ply Richard Thompson-312Ocean Grove 119 00377 T03 j ROOF TRUSS j 1 1i TRUE TRU-5,5INL;.,JAUKbONVILLF- . 32226 MlTeKIndustries,Inc. ue un X95 Page z LOAD CASE(S) Standard Except: Concentrated Loads(Ib) Vert:4=477 6=477 11=164 10=164 12=246 13=246 14=-34 15=-34 `\``\`"`\pwmunwmunnj�� 4. CAA�p ��., N G s P • 10 •'� o cuss Truss Type y i is arThompson-312 cean Grove '9800377 T04 ROOF TRUSS 1 1 ZKpETRU58�., L-3MiTek nus nes,Inc. I ue Jun 3u73 3Tb71998-Page 10-6-0 20-1-0 10-6-0 9-7-0 4x4= 7 4.00 71'T 1x4 11 1x4!1 1x411 6 8 1x411 1x4 5 9 SIIT4 4 T2 T T3 1x411 cb 3x4 J ST3 i ST 1 10 T2 T,2 3 1 3n 11 n R9nlLo Mi I ih 61 c I 3x4=4x811 1x4 II 1x411 1x4 II 5x 1x4 II 1x4 II 1x4 II 3x4; 20-1-0 20-1-0 Plate offsets ,e ge, a ge, LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.09 1-2 >281 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=999 Weight:85 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 10-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 2-0-0 on center bracing, Except: OTHERS 2 X 4 SYP No.3 2-18=4-4-4;11-12=3-7-0. REACTIONS(Ib/size) 2=350/20-1-0,11=119/20-1-0,15=196/20-1-0,16=196/20-1-0,17=124/20-1-0,18=314/20-1-0,14=197120-1-0,13=119/20-1-0,12=329/20-1-0 Max Horz2=214(load case 2),11=-125(load case 3) Max Uplift2=-403(load case 2),11=-50(load case 3),15=-26(load case 2),16=-120(load case 2),17=-139(load case 2),18=-116(load case 2),14=-133(load case 3),13=-85(load case 3),12=-230(load case 3) Max Grav 11=1 25(load case 6),15=196(load case 1),16=200(load case 5),17=124(load case 1),18=314(load case 1),14=201(load case 6),13=119(load case 1), 12=329(load case 1) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=43,2-3=12,3-4=82,4-5=51,5-6=64,6-7=60,7-8=60,8-9=63,9-10=51,10-11=83 BOT CHORD 2-18=0,17-18=0,16-17=0,15-16=0,14-15=-0,13-14=0,12-13=0,11-12=0 WEBS 7-15=-158,6-16=-151,5-17=-100,4-18=-238,8-14=-151,9-13=-102,10-12=-237 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 on center. 5) For studs exposed to wind,see MiTek"Standard Gable End Detail' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 403 Ib uplift at joint 2,50 Ib uplift at joint 11,26 Ib uplift at joint 15,120 Ib uplift at 10int 16,139 Ib uplift at joint 17,116 Ib uplift at joint 18,133 Ib uplift at joint 14,85 Ib uplift at joint 13 and 230 Ib uplift at joint 12. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard CA anuli '�� •G��TIFI •• y • No. i s O R10.0 �1� Job russ Truss Type Uty ply i ar ompson- cean rove 9800377 T05 ROOF TRUSS I4 1 LTRUE-TRUSS I t M. 32226 MiTek Industries,Inc.—Te Jun 30 23`37:58 1998 Page i—I -2-0-0 5-7-14 10-6-0 15-1-12 20-1-0 2-0-0 5-7-14 4-10-2 4-7-12 4-11-4 4x4- 4 4.0011'£ 1 x4, 1x4, LO 3 W2 M W1 W3 6 7 L 2 n r 61 i 8 3x4; b 3x5- 5x8_ 4x5 11 10-6-0 20-1-0 10-6-0 9-7-0 Plate offsets ,0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) 1:10c) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.11 8 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.34 2-8 >695 ( BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.04 7 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=240 Weight:88 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-8 on center purlin spacing. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-7-13 on center bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.2D 2-5-5 REACTIONS(Ib/size) 7=897/0-3-0,2=1047/0-8-0 Max Horz 2=114(load case 2) Max Uplift7=-508(load case 3),2=-755(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-1853,3-4=-1335,4-5=-1333,5-6=-1704,6-7=-1704 BOT CHORD 2-8=1750,7-8=1574 WEBS 3-8=-514,4-8=496,5-8=-332 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 508 Ib uplift at joint 7 and 755 Ib uplift at joint 2. 5 This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ````N%XX0\J%ruui°nunune \*V. CAAq''' ,, ...0....• n QQ`•GP(IFIC' No.4 • _ s ' F 9 SONAIE� -J00 I russ i russ ype Qty Fly Richard Thomp§Un-312Ocean Grove 9800377 T06ROOF TRUSS 1 3 1 -I KUETRII33lRG-JfCGRbOi1VILLE-I-L. 32225 4.U-.JZS Dec 16 1997 Milekindustnes,Inc. luejunage 1- 4-5-11 8-7-14 12-10-2 17-0-5 21-6-0 4-5-11 4-2-3 4-2-3 4-2-3 4-5-11 2x4 II 8x12 M20H= 3x4- 3x4- 5x12 M20H= 2x4 1 2 3 IT25 6 W1 W2 W 5 W W4 W2 0 1N� 6' Ai LL 10 9 8 5x12= 4x6= 4x5= 10x12= 5x12= 5-6-4 10-9-0 15-11-12 21-6-0 5-6-4 5-2-12 5-2-12 5-64 Plate Offsets - :e ge, - :e ge LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.28 9 >908 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.34 9 >760 M20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.08 7 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=240 Weight:486 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP SS TOP CHORD Sheathed or 4-3-15 on center purlin spacing, except end verticals. BOT CHORD 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3'Except" W2 2 X 4 SYP No.21),W2 2 X 4 SYP No.21) REACTIONS(Ib/size) 11=11466/0-8-0,7=11466/0-4-0 Max Upliftl 1=-5537(load case 2),7=-5537(load case 2) FORCES(Ib)-First Load Case Only TOP CHORD 1-11=-1583,1-2=0,2-3=-18151,34=-23977,4-5=-18151,5-6=0,6-7=-1583 BOT CHORD 10-11=15681,9-10=23201,8-9=23201,7-8=15681 WEBS 2-11=-18052,2-10=6331,3-10=-6427,3-9=1199,4-9=1199,4-8=-6427,5-8=6331,5-7=-18052 NOTES 1)3-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected with 2 row(s)at 0-6-0 on center. Bottom chords connected with 2 row(s)at 0-9-0 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5537 Ib uplift at joint 11 and 5537 Ib uplift at joint 7. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-731.2,2-3=-731.2,34=-731.2,4-5=-731.2,5-6=-731.2,10-11=-350.0,9-10=-350.0,8-9=-350.0,7-8=-350.0 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=366.2,2-3=366.2,34=366.2,4-5=366.2,5-6=366.2,10-11=155.9,9-10=155.9,8-9=155.9,7-8=155.9 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=366.2,2-3=366.2,34=366.2,4-5=366.2,5-6=366.2,10-11=155.9,9-10=155.9,8.9=155.9,7-8=155.9 4)1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=366.2,2-3=366.2,34=366.2,4-5=366.2,5-6=366.2,10-11=155.9,9-10=155.9,8-9=155.9,7-8=155.9 000 NX 4 iINs s �o OF o cuss russ ypeQ y I Chard ompson- Ocean Grove 9800377 T07 ROOF TRUSS i 1 !Z KSONOILCE FL 322' 32 6 199 iTM'Tek Indu nes,Inc. Tue Jun 3u 23:3$m 199a-Page 1 2-0-01 3-10-14 7-0-0 12-2-6 17-4-13 22-7-3 -27-9-10 33-0-0 36-1-2 40-0-0 42-0-0 2-0-0 3-10-14 3-1-2 5-2-6 5-2-6 5-2-6 5-2-6 5-2-6 3-1-2 3-10-14 2-0-0 5x6= 4.00-f2- 5x6 5x6- 3x5= 3x4= 3x5= 2x4; 4 18 19 A 20 21 26 23 24 725 278 28 29 9 2x4: T 3 1 W3 4 W 6 W 5 W W3 10 1 c� "2 2 �� BI6 5:511 'O — 1� 4x8= 17 30 31 326 33 34 35 1536 37 38 149 40 41 13 4x8- 4x8= 4x4- 8x12 M20H= 4x4- 4x8- 7-0-0 13-6-0 20-0-0 26-6-0 33-0-0 40-0-0 7-0-0 6-6-0 6-6-0 6-6-0 6-6-0 7-0-0 Plate-Offsets :0=3=6U- LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) l/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 1.66 15 >287 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -1.46 15 >327 M20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.24 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:443 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-6-0 on center purlin spacing. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-8-8 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=3647/0-8-0,11=3647/0-8-0 Max Horz 2=24(load case 2) Max Uplift2=-2742(load case 2),11=-2742(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=48,2-3=-10099,3-4=-10030,4-18=-9670,18-19=-9670,5-19=-9670,5-20=-14490,20-21=-14490,21-22=-14490,6-22=-14490,6-23=-16145,23-24=-16145, 7-24=-16145.7-25=-14490,25-26=-14490,26-27=-14490,8-27=-14490,B-28=-9670,28-2g=-9670,9-29=-9670,9-10=-10030,10-11=-10099,11-12=48 BOT CHORD 2-17=9508,17-30=13825,30-31=13825,31-32=13825,16-32=13825,16-33=15987,33-34=15987,34-35=15987,15-35=15987,15-36=15986,36-37=15986, 37-38=15986,14-38=15986,14-39=13825,39-40=13825,40-41=13825,13-41=13825,11-13=9508 WEBS 3.17=11,4-17=2370,5-17=-4561,5-16=1345,6-16=-1735,6-15=211,7-15=211,7-14=-1735,8-14=1345,8-13=4561,9-13=2370,10-13=11 NOTES 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 2 row(s)at 0-9-0 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 It by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1,60,and the plate grip increase is 1.60 4)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 5)This truss not designed for plaster ceiling. Span/deflection ratio less than 360. 6)Provide adequate drainage to prevent water ponding. 7)All plates are M20 plates unless otherwise indicated. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2742 Ib uplift at joint 2 and 2742 Ib uplift at joint 11. 9)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70.0,2-3=-70.0,34=-70.0,4-18=-70.0,18-19=-70.0,5-19=-70.0,5-20=-70.0,20-21=-70.0,21-22=-70.0, 622=-70.0,6-23=-70.0,23-24=-70.0,7-24=-70.0,7-25=-70.0,25-26=-70.0,26-27=-70.0,8-27=-70.0,8-28=-70.0, 28-29=-70.0,9-29=-70.0,9-10=-70.0,10-11=-70.0,11-12=-70.0,2-17=-20.0,17-30=-20.0,30-31=-20.0,31-32=-20.0, 16-32=-20.0,16-33=-20.0,33-34=-20.0,34-35=-20.0,15-35=-20.0,15-36=-20.0,36-37=-20.0,37-38=-20.0, 14-38=-20.0,14-39=-20.0,3940=-20.0,40-41=-20.0,13-41=-20.0,11-13=-20.0 Concentrated Loads(lb) Vert:4=-257 9=-257 17=-321 13=-321 18=-141 19=-141 20=-141 21=-141 22=-141 23=-141 24=-141 25=-141 26=-141 27=-141 28=-141 29=-141 30=48 31=48 32=48 33=48 34=-48 35=48 36=48 37=-48 38=48 39=48 40=48 41=48 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 ��uuwuuwp1"l,�� Uniform Loads(plf) v. CARe 6-2 =55.3.623= 5.3,23-24=553.724=55.3,725=55.352526553,26-27=55.3,8-27=553,828=553528-29=55.3. o��`````` .•••••••••,'7��'','-� 9-29=55.3,9-10=55.3,10-11=55.3,11-12=105.6,2-17=-10.0,17-30=-10.0,30-31=-10.0,31-32=-10.0,16-32=-10.0, �,PSIF1C • y' 16-33=-10.0,33-34=-10.0,34-35=-10.0,15-35=-10.0,15-36=-10.0,36-37=-10.0,37-38=-10.0,14-38=-10.0, 14-39=-10.0,39-40=-10.0,40-41=-10.0,1341=-10.0,11-13=-10.0 N Horz:1-2=-133.7,2-3=-83.4,34=-83.4,9-10=75.3,10-11=75.3,11-12=125.6 Drag:4-18=-0.1,18-19=-0.1,5-19=-0.1,8-28=0.1,28-29=0.1,9-29=0.1 Concentrated Loads(lb) Vert:4=424 9=424 17=94 13=94 18=206 19=206 20=206 21=206 22=206 23=206 24=206 25=206 26=206 27=206 Q 28=206 29=206 30=-34 31=-34 32=-34 33=-34 34=-34 35=-34 36=-34 37=-34 38=-34 39=-34 40=-34 41=-34 �� •. 11D .60� Continued on page 2 �•,,,,�, sONAI E��,,° ��uunnnwuuuuao��" Job russ Truss Type U�y�P y Rchard Thompson-3720ceanGrove 9800377 I T07 ROOF TRUSS 1 Z -TR s Dec 16 1997 MiTeKindustries,Inc. I ue Jun age LOAD CASE(S) Standard Except: 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=105.6,2-3=55.3,3-4=55.3,4-18=55.3,18-19=55.3,5-19=55.3,5-20=55.3,20-21=55.3,21-22=55.3,6-22=55.3,6-23=55.3,23-24=55.3,7-24=55.3, 7-25=55.3,25-26=55.3,26-27=55.3,8-27=55.3,8-28=55.3,28-29=55.3,9-29=55.3,9-10=63.4,10-11=63.4,11-12=113.7,2-17=-10.0,17-30=-10.0,30-31=-10.0, 31-32=-10.0,16-32=-10.0,16-33=10.0,33-34=-10.0,34-35=-10.0,15-35=-10.0,15-36=-10.0,36-37=-10.0,37-38=-10.0,14-38=-10.0,14-39=-10.0,39-40=-10.0, 40-41=-10.0,13-41=-10.0,11-13=-10.0 Horz:1-2=-125.6,2-3=-75.3,3-4=-75.3,9-10=83.4,10-11=83.4,11-12=133.7 Drag:4-18=-0.1,18-19=-0.1,5-19=-0.1,8-28=0.1,28-29=0.1,9-29=0.1 Concentrated Loads(lb) Vert:4=424 9=424 17=94 13=94 18=206 19=206 20=206 21=206 22=206 23=206 24=206 25=206 26=206 27=206 28=206 29=206 30=-34 31=-34 32=-34 33=-34 34=-34 35=-34 36=-34 37=-34 38=-34 39=-34 40=-34 41=-34 4)1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=105.6,2-3=55.3,3-4=55.3,4-18=55.3,18-19=55.3,5-19=55.3,5-20=55.3,20-21=55.3,21-22=55.3,6-22=55.3,6-23=55.3,23-24=55.3,7-24=55.3, 7-25=55.3,25-26=55.3,26-27=55.3,8-27=55.3,8-28=55.3,28-29=55.3,9-29=55.3,9-10=55.3,10-11=55.3,11-12=105.6,2-17=-10.0,17-30=-10.0,30-31=-10.0, 31-32=-10.0,16-32=-10.0,16-33=-10.0,33-34=-10.0,34-35=-10.0,15-35=-10.0,15-36=-10.0,36-37=-10.0,37-38=-10.0,14-38=-10.0,14-39=-10.0,39-40=-10.0, 40-41=-10.0,13-41=-10.0,11-13=-10.0 Horz:1-2=-125.6,2-3=-75.3,3-4=75.3,9-10=75.3,10-11=75.3,11-12=125.6 Drag:4-18=-0.1,18-19=-0.1,5-19=-0.1,8-28=0.1,28-29=0.1,9-29=0.1 Concentrated Loads(lb) Vert:4=424 9=424 17=94 13=94 18=206 19=206 20=206 21=206 22=206 23=206 24=206 25=206 26=206 27=206 28=206 29=206 30=-34 31=-34 32=-34 33=-34 34=-34 35=-34 36=-34 37=-34 38=-34 39=-34 40=-34 41=-34 ````""tttttpumunnnn IFI •' s No. _ L = .t O s0NALEC'�„'',,� Job cuss i Truss Type QY icbard Thompson- cean Grove 9800377 ;TO8 ROOF TRUSS 1 2 I I . 2 32 se-6 1997 MTeek Industries,Inc. I ue Jun 30 23:38:061998 Page 1 2-0-0, 4-9-6 8-9-0 13-4-1 17-9-6 22-2-10 26-7-15 31-3-0 35-2-10 40-0-0 42-0-0 2-0-0 4-9-6 3-11-10 4-7-1 4-5-5 4-5-5 4-5-5 4-7-1 3-11-10 4-9-6 2-0-0 4.00 5x8= 5x5- 6x8= 3x4= 2x4!I 3x4= 3x4; 4 T2 5 6 73 8 9 3x4; 3 W3 4 W3 4 W3!!!!: W3 W W 10 NI T W2 >W2 1 MI 2 - 11LO I r�1 _ 1� 4x5= 20 19 18 17 16 15 21 14 22 13 4x8= o 2x4!I 4x4- 4x4= 7x8= 7x8= 4x4= 6x6= 2x4!! 4-9-6 8-9-0 13-4-1 17-9-6 22-2-10 26-7-15 31-3-0 35-2-10 40-0-0 4-9-6 3-11-10 4-7-1 4-5-5 4-5-5 4-5-5 4-7-1 3-11-10 4-9-6 Plate offsets LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.70 16 >680 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.79 16-17 >603 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.12 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:469 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-13 on center purlin spacing. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ailing directly applied or 9-11-12 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=2369/0-8-0,11=3559/0-8-0 Max Horz2=-29(load case 3) Max Uplift2=-1464(load case 2),11=-2217(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=48,2-3=-6069,3-4=-5836,4-5=-7384,5-6=-8696,6-7=-9317,7-8=-9317,8-9=-9420,9-10=-9077,10-11=-9795,11-12=48 BOTCHORD 2-20=5703,19-20=5703,18-19=5528,17-18=7441,16-17=8696,15-16=9420,15-21=8694,14-21=8694,14-22=9234,13-22=9234,11-13=9234 WEBS 3-20=-119,3-19=-205,4-19=329,4-18=2188,5-18=-1139,5-17=1509,6-17=-709,6-16=739,7-16=-306,8-16=-123,8-15=-231,9-15=857,9-14=2054, 10-14=-688,10-13=227 NOTES 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 2 row(s)at 0-7-0 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanlme,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 4)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 5)Provide adequate drainage to prevent water ponding. 6)Ail plates are M20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1464 Ib uplift at joint 2 and 2217 Ib uplift at joint 11. 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70.0,2-3=-70.0,34=40.0,4-5=70.0.5-6=40.0,6-7=70.0,7-8=-70.0,8-9=-70.0,9-10=-70.0,10-11=-70.0, 11-12=-70.0,2-20=-20.0,19-20=-20.0,18-19=-20.0,17-18=-20.0,16-17=-20.0,15-16=-20.0,15-21=-20.0,14.21=-20.0, 14-22=-20.0,13-22=-20.0,11-13=-20.0 Concentrated Loads(lb) Vert:14=-523 21=-498 22=-1032 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=113.7,2-3=63.4,3-4=63.4,4-5=55.3,5-6=55.3,6-7=55.3,7-8=55.3,8-9=55.3,9-10=55.3,10-11=55.3, 11-12=105.6,2-20=-10.0,19-20=-10.0,18-19=-10.0,17-18=-10.0,16-17=-10.0,15-16=-10.0,15-21=-10.0,14-21=-10.0 ,14-22=-10.0,13-22=-10.0,11-13=-10.0 Horz:1-2=-133.7,2-3=-83.4,3-4=-83.4,9-10=75.3,10-11=75.3,11-12=125.6Dra ��pnuuunngpp Concentrated L ads(lb)-9=0.1 Vert:14=263 21=255 22=754 ��`�••••lIFIC• �i 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Q`••�Q� .Q Uniform Loads(plf) a Q G Vert:1-2=105.6,2-3=55.3,34=55.3,4-5=55.3,5-6=55.3,6-7=55.3,7-8=55.3,8-9=55.3,9-10=63.4,10-11=63.4, . NO.4 11-12=113.7,2-20=-10.0,19-20=-10.0,18-19=-10.0,17-18=-10.0,16-17=-10.0,15-16=-10.0,15-21=-10.0,14-21=-10.0 14-22=-10.0,13-22=-10.0,11-13=-10.0 Horz:1-2=-125.6,2-3=-75.3.34=75.3,9-10=83.4,10-11=83.4,11-12=133.7 F Drag:4-5=-0.1,8-9=0.1 •• Continued onp 9 a e 2 ��H��+ ••••~��•• v`�0��``\ ,,,,,,,,,SONAL�E�,,•�� 70-b I russ I russ type y is ar ompson- cean Grove 9800377 !TOB ROOFTRUSS 1 2 ACKSOW.Lt FL. 32226 ik Industries,Inc. Tue Jun age LOAD CASE(S) Concentrateedd Loads(lb) Vert:14=263 21=255 22=754 4)1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=105.6,2-3=55.3,3-4=55.3,4.5=55.3,5-6=55.3,6-7=55.3,7-8=55.3,8-9=55.3,9-10=55.3,10-11=55.3,11-12=105.6,2-20=-10.0,19-20=-10.0,18-19=-10.0, 17-18=-10.0,16-17=-10.0,15-16=-10.0,15.21=-10.0,14-21=-10.0,14-22=-10.0,13-22=-10.0,11-13=-10.0 Horz:1-2=-125.6,2-3=-75.3,3-0-75.3,9-10=75.3,10-11=75.3,11-12=125.6 Drag:4-5=-0.1,8-9=0.1 Concentrated Loads(lb) Vert:14=263 21=255 22=754 5)1st unbalanced Regular.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70.0,2-3=-70.0,3-4=-70.0,4-5=-70.0,5-6=-70.0,6-7=-70.0,7-8=-70.0,8-9=-70.0,9-10=-30.0,10-11=-30.0,11-12=-30.0,2-20=-20.0,19-20=-20.0, 18-19=-20.0,17-18=-20.0,16-17=-20.0,15-16=-20.0,15-21=-20.0,14-21=-20.0,14-22=-20.0,13-22=-20.0,11-13=-20.0 Concentrated Loads(lb) Vert:21=-429 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-30.0,2-3=-30.0,3-4=30.0,4-5=-70.0,5-6=-70.0,6-7=-70.0,7-8=-70.0,8-9=-70.0,9-10=-70.0,10-11=-70.0,11-12=-70.0,2-20=-20.0,19-20=-20.0, 18-19=-20.0,17-18=-20.0,16-17=-20.0,15-16=-20.0,15-21=-20.0,14-21=-20.0,14-22=-20.0,13-22=-20.0,11-13=-20.0 Concentrated Loads(lb) Vert:21=-545 ````��o�awuWnnmurr u�i �IFIC•• '% 4 L b Job russ cuss I ype Qty I Ply is ar ompson- cean rove 9800377 IT09 ROOF TRUSS1 12 I I RUE I RUSS INC.,JACKSONTek Industries,Inc. Tue Jun 30 2Tn709-1998a-P-ge 1 ,-2-0-01 3-10-14 7-0-0 11-9-5 16-6-11 21-4-0 25-5-2 29-6-4 33-7-6 38-0-0 2-0-0 3-10-14 3-1-2 4-9-5 4-9-5 4-9-5 4— 1-2 4-1-2 4-1-2 4-4-10 4.00-IT 5x5- 5x5= 3x4- 3x5- 3x4- 30- 3x4= 2x411 2x4; 4 18 195 20 12 21 622 23 7 24 28 26 21P3 28 2910 30 3111 T 3 1 W2 4 W W5 W2 W W 8 9 �I N 2 rr 1 3x5= 17 32 33 34 16 35 36 37 15 38 39 14 40 41 1342 43 4412 3x8- 5x5= 5x8- 3x4- 3x4- 3x4- 7-0-0 14-2-0 21-4-0 26-9-8 32-3-0 38-0-0 7-0-0 7-2-0 7-2-0 5-5-8 5-5-8 5-9-0 Plate offsets - LOADING(psf) i SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.16 16-17 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.17 16-17 >999 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) -0.04 12 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deFl=240 Weight:373 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 on center pudin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: WEBS 2 X 4 SYP No.3 14-15=6-0-0. REACTIONS(Ib/size) 12=1052/0-3-0,2=1504/0-8-0,15=4396/04-0 Max Horz 2=283(load case 2) Max Upliftl2=-754(load case 3),2=-1200(load case 2),15=-3151(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=43,2-3=-3397,3-4=-3238,4-18=-3083,18-19=-3083,5-19=-3083,5-20=-1748,20-21=-1748,6-21=-1748,6-22=3205,22-23=3205,7-23=3205,7-24=3198, 24-25=3198.8-25=3198,8-26=63,26-27=63,9-27=63,9-28=-1240,28-29=-1240,10-29=-1240,10-30=-121,30-31=-121,11-31=-121,11-12=-304 BOT CHORD 2-17=3146,17-32=2666,32-33=2666,33-34=2666,16-34=2666,16-35=516,35-36=516,36-37=516,15-37=516,15-38=-521,38-39=-521,14-39=-521, 14-40=986,40-41=986,13-41=986,13-42=1227,4243=1227,43-44=1227,12-44=1227 WEBS 3-17=-89,4-17=341,5-17=469,5-16=-1292,6-16=1736,6-15=4157.7-15=-690,8-15=-3089,8-14=1170,9-14=-1224,9-13=336,10-13=27,10-12=-1267 NOTES 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 1 row(s)at 0-9-0 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 754 Ib uplift at joint 12,1200 Ib uplift at joint 2 and 3151 Ib uplift at joint 15. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70.0,2-3=-70.0,34=-70.0,4-18=-70.0,18-19=-70.0,5-19=-70.0,5-20=-70.0,20-21=-70.0,6-21=-70.0, 6-22=-70.0,22-23=-70.0,7-23=-70.0,7-24=-70.0,24-25=-70.0,8-25=-70.0,8-26=-70.0,26-27=-70.0,9-27=-70.0, 9-28=-70.0,28-29=-70.0,10-29=-70.0,10-30=-70.0,30-31=-70.0,11-31=-70.0,2-17=-20.0,17-32=-20.0,32-33=-20.0, 33-34=-20.0,16-34=-20.0,16-35=-20.0,35-36=-20.0,36-37=-20.0,15-37=-20.0,15-38=-20.0,38.39=-20.0, 14-39=-20.0,1440=-20.0,40-41=-20.0,13-41=-20.0,1342=-20.0,42-43=-20.0,43-44=-20.0,12-44=-20.0 Concentrated Loads(lb) Vert:4=-257 7=-141 17=-321 15=48 14=48 18=-141 19=-141 20=-141 21=-141 22=-141 23=-141 24=-141 25=-141 26=-141 27=-141 28=-141 29=-141 30=-141 31=-141 32=48 33=-48 34=48 35=-48 36=48 37=-48 38=-48 39=48 40=48 41=-48 42=48 43=-48 44=48 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=113.7,2-3=63.4,34=63.4,4-18=55.3,18-19=55.3,5-19=55.3,5-20=55.3,20-21=55.3,6-21=55.3,6-22=55.3, `.``�o``� V• CAR��i�2 22-23=55.3,7-23=55.3,7-24=55.3,24-25=55.3,8-25=55.3,8-26=55.3,26-27=55.3,9-27=55.3,9-28=55.3,28-29=55.3, p� ••••...••• �� 10-29=55.3,10-30=55.3,30-31=55.3,11-31=55.3,2-17=-10.0,17-32=-10.0,32-33=-10.0,33-34=-10.0,16-34=-10.0, • 11FIC • ''� 16-35=-10.0,35-36=-10.0,36-37=-10.0,15-37=-10.0,15-38=-10.0,38-39=-10.0,14-39=-10.0,14-40=-10.0, 40-41=-10.0,13-41=-10.0,13-42=-10.0,42-43=-10.0,43-44=-10.0,12-44=-10.0 Horz:1-2=-133.7,2-3=-83.4,3-4=-83.4 N Drag:4-18=-0.1,18-19=-0.1,5-19=-0.1 Concentrated Loads(lb) Vert:4=424 7=206 17=94 15=-34 14=-34 18=206 19=206 20=206 21=206 22=206 23=206 24=206 25=206 26=206 27=206 28=206 29=206 30=206 31=206 32=-34 33=-34 34=-34 35=-34 36=-34 37=-34 38=-34 39=-34 40=-34 41=-34 p,•. 42=-34 43=-34 44=-34 �� •. IlD Continued onP 9 a e 2 Job russ I russ Type Q My Richar ompson- cean rove 9800377 i T09 i ROOF TRUSS 1 Z TRUE IRUbb iRG.,JK(.RbDNVfLLE—FL-322 s ec6 1997 M!Teknus nes, nc. ue un U 199B Page LOAD CASE(S) 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=105.6,2-3=55.3,3-4=55.3,4-18=55.3,18-19=55.3,5-19=55.3,5-20=55.3,20-21=55.3,6-21=55.3,6-22=55.3,22-23=55.3,7-23=55.3,7-24=55.3, 24-25=55.3,8-25=55.3,8-26=55.3,26-27=55.3,9-27=55.3,9-28=55.3,28-29=55.3,10-29=55.3,10-30=55.3,30-31=55.3,11-31=55.3,2-17=-10.0,17-32=-10.0, 32-33=-10.0,33-34=-10.0,16-34=-10.0,16-35=-10.0,35-36=-10.0,36-37=-10.0,15-37=-10.0,15-38=-10.0,38-39=-10.0,14-39=-10.0,14-40=-10.0,40-41=-10.0, 13-41=-10.0,13-42=-10.0,42-43=-10.0,43-44=-10.0,12-44=-10.0 Horz:1-2=-125.6,2-3=-75.3,34=-75.3 Drag:4-18=-0.1,18-19=-0.1,5-19=-0.1 Concentrated Loads(lb) Vert:4=424 7=20617=94 15=-34 14=-34 18=206 19=206 20=206 21=206 22=206 23=206 24=206 25=206 26=206 27=206 28=206 29=206 30=206 31=206 32=-34 33=-34 34=-34 35=-34 36=-34 37=-34 38=-34 39=-34 40=-34 41=-34 42=-34 43=-34 44=-34 4)1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=105.6,2-3=55.3,3-4=55.3,4-18=55.3,18-19=55.3,5-19=55.3,5-20=55.3,20-21=55.3,6-21=55.3,6-22=55.3,22-23=55.3,7-23=55.3,7-24=55.3, 24-25=55.3,8-25=55.3,8-26=55.3,26-27=55.3,9-27=55.3,9-28=55.3,28-29=55.3,10-29=55.3,10-30=55.3,30-31=55.3,11-31=55.3,2-17=-10.0,17-32=-10.0, 32-33=10.0,33-34=-10.0,16-34=-10.0,16-35=-10.0,35-36=-10.0,36-37=-10.0,15-37=-10.0,15-38=-10.0,38-39=-10.0,14-39=-10.0,1440=-10.0,40-41=-10.0, 13-41=-10.0,13-42=-10.0,4243=10.0,4344=-10.0,12-44=-10.0 Horz:1-2=-125.6,2-3=-75.3,34=-75.3 Drag:4-18=-0.1,18-19=-0.1,5-19=-0.1 Concentrated Loads(lb) Vert:4=424 7=206 17=94 15=-34 14=-34 18=206 19=206 20=206 21=206 22=206 23=206 24=206 25=206 26=206 27=206 28=206 29=206 30=206 31=206 32=-34 33=-34 34=-34 35=-34 36=-34 37=-34 38=-34 39=-34 40=-34 41=-34 42=-34 43=-34 44=-34 p``��O��gp�puiWiirprrryri�q�'''i \ V. CA � I •GFI •• y : No. _ VAL O Job rus Truss Type y is ar ompson- cean rove 9800377 T10 ROOF TRUSS 1 1 j TRUETR ac 16 1997 M!TekIndustries,Inc. Tue Jun 30-23:38-1-1 1998—Page 1- -2-0-0, 4-10-14 9-0-0 15-2-0 21-4-0 26-9-8 32-3-0 38-0-0 2-0-0 4-10-14 4-1-2 6-2-0 6-2-0 5-5-8 5-5-8 5-9-0 5x8= 4.00 3x4= 5x5= 3x4= 3x4= 2x4,1 2x4 4 6 7 8 9 3 W2 W3 WZ W4 W2 WS 6 W W7 W2 T 1 2 c%s 1 3x5- 14 13 12 11 10 3x4= 5x5= 5x8- 3x4= 3x4= 9-0-0 15-2-0 21-4-0 29-6-4 38-0-0 9-0-0 6-2-0 6-2-0 8-2-4 8-5-12 Plate se s -8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.11 14 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.22 2-14 >999 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.04 10 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL defl=240 Weight:189 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-15 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-9-14 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-12 REACTIONS(Ib/size) 10=543/0-3-0,2=946/0-8-0,12=2055/0-4-0 Max Horz 2=338(load case 2) Max Uplift10=-263(load case 3),2=-670(load case 2),12=-1095(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-1655,3-4=-1211,4-5=-593,5-6=1096,6-7=1094,7-8=-375,8-9=0,9-10=-196 BOTCHORD 2-14=1562,13-14=1163,12-13=593,11-12=115,10-11=486 WEBS 3-14=-438,4-14=297,4-13=-636,5-13=402,5-12=-1883,6-12=407,7-12=-1383,7-11=389,8-11=-166,8-10=-553 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead bad,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 263 Ib uplift at joint 10,670 Ib uplift at joint 2 and 1095 Ib uplift at joint 12. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ,,,•Ky CAR, ' `a��\�QQ�G��t►FfC4 C '' 2 No.4 • 9F Job cuss russ ype chard Inompson- cean rove 19800377 IT11 i ROOF TRUSS 1 1 —rRUE-TRUSs INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec i e nus nes, nc. ue un a Pages' ,-2-0-0 5-10-14 11-0-0 17-3-0 23-6-0 29-9-0 36-0-0 38-0-0, 2-0-0 5-10-14 5-1-2 6-3-0 6-3-0 6-3-0 6-3-0 2-0-0 5x5= 5x5= 5x5= 4.00� 3x4= 3x4= 4 2 5 6 T3 7 8 5x5, i 2x4; 4 9 3 W3 4 W W6 W3 W , T W1 m L 2 F32 133 3x5= 14 13 12 11 10 5x8= 5x5= 3x4- 3x8= 2x411 11-0-0 21-4-0 28-8-0 36-0-0 38-0-0 11-0-0 10-4-0 7-4-0 7-4-0 2-0-0 Plate Offsets LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.08 14 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.67 Vet(TL) -0.39 2-14 >646 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.02 13 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL defl=240 Weight:194 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 4-11-3 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 2-0-0 on center bracing. WEBS 2 X 4 SYP No.3'Except' W9 2 X 4 SYP No.21) REACTIONS(Ib/size) 2=928/0-8-0,13=2098/0-4-0,10=518/0-3-0 Max Horz 2=347(load case 2) Max Uplift2=-658(load case 2),13=1 150(load case 2),10=-255(load case 3) Max Grav2=929(load case 5),13=2098(load case 1),10=565(load case 6) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-1448,3-4=-890,4-5=-842,5-6=1088.6-7=-207,7-8=-223.8-9=-244,9-10=-498 BOT CHORD 2-14=1368,13-14=-30,12-13=-525,11-12=318,10-11=0 WEBS 3-14=-556,4-14=-124,5-14=1017,5-13=-1428,6-13=-1115,6-12=901,7-12=-396,7-11=-111,8-11=-206,9-11=424 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanlme,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 658 Ib uplift at joint 2,1150 Ib uplift at joint 13 and 255 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ```t ,,•��. CAgR� QQ`,,• (IFIL'• l OF S� L S* �`�••.<OR%0X o� o russ i cuss ype I y i ichard ompson- cean rove 9800377 IT12 ROOF TRUSS 1 2 -I KUh I Ku,�.y- JACKs Uec 15 1 us nes, nc. ue un age -2-0-0 3-10-14 7-0-0 11-10-9 16-7-7 21-6-0 24-7-2 28-6-0 30-6-0 2-0-0 3-10-14 3-1-2 4-10-9 4-8-13 4-10-9 3-1-2 3-10-14 2-0-0 5x8- 5x8- 4.00 j 3x4- 1x4 I I 1x4; 4 15 16 5 17 19 6 20 21 7 1x4, 3W2 W3 1N2 W3 W2 8 ni 1 W N U') 2 9 LO � 10? 4x5— 14 22 23 13 24 25 26 12 27 28 11 4x5— 3x4- 3x4— 5x8- 3x4= 7-0-0 11-10-9 16-7-7 21-6-0 28-6-0 7-0-0 4-10-9 4-8-13 4-10-9 7-0-0 -Pfafte O se s ,e e, 22, tF2 T2, ,e e, LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.64 12-13 >532 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.56 12-13 >601 BCLL 0.0 Rep Stress Incr NO WB 0.36 H.*L) -0.14 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL defl=240 Weight:274 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-8 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-2-12 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=2667/0-6-0,9=2688/0-6-0 Max Horz 2=24(load case 2) Max Uplift2=-2051(load case 2),9=-2051(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=43,2-3=-6769,3-4=-6770,4-15=-8448,15-16=-8448,5-16=-8447,5-17=-8465,17-18=-8465,18-19=-8465,6-19=-8465,6-20=-8465,20-21=-8465, 7-21=-8465,7-8=-6833,8-9=-6829,9-10=43 BOT CHORD 2-14=6314,14-22=6448,22-23=6448,13-23=6448,13-24=8448,24-25=8448,25-26=8448,12-26=8448,12-27=6507,27-28=6507,11-28=6507,9-11=6370 WEBS 3-14=114,4-14=437,4-13=2223,5-13=-741,5-12=19,6-12=-730,7-12=2175,7-11=436,8-11=117 NOTES 1)2-ply truss to be connected together with 0.131'x3"Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 1 row(s)at 0.9-0 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 4)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 5)Provide adequate drainage to prevent water ponding. 6)All plates are M20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2051 Ib uplift at joint 2 and 2051 Ib uplift at joint 9. 8)This truss has been designed for both TPI-85 and ANSIITPI 1-1995 plating criteria. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70.0,2-3=-70.0,3-4=-70.0,4-15=-70.0,15-16=-70.0,5-16=-70.0,5-17=-70.0,17-18=-70.0,18-19=-70.0, 6-19=-70.0,6-20=-70.0,20-21=-70.0,7.21=-70.0,7-8=-70.0,8-9=-70.0,9-10=-70.0,2-14=-20.0,14-22=-20.0, 22-23=-20.0,13-23=-20.0,13-24=-20.0,24-25=-20.0,25-26=-20.0,12-26=-20.0,12-27=-20.0,27-28=-20.0, 11-28=-20.0,9-11=-20.0 Concentrated Loads(lb) Vert:4=-257 7=-297 14=-321 11=-321 15=-141 16=-141 17=-141 18=-141 19=-141 20=-141 21=-141 22=-48 23=-48 24=-48 25=-48 26=-48 27=48 28=48 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=113.7,2-3=63.4,3-4=63.4,4-15=55.3,15-16=55.3.5-16=55.3,5-17=55.3,17-18=55.3,18-19=55.3, 6-19=55.3,6-20=55.3,20-21=55.3,7-21=55.3,7-8=55.3,8-9=55.3,9-10=105.6,2-14=-10.0,14-22=-10.0,22-23=-10.0, UppWui��rrUurpi Horz=-10.0 .7?2-31083.443 4=-83.4,7-8=75.3, 09=75.3,9-1 0125 67=-10.0,27-28=-10.0,11-28=-10.0, ```````` ••v••CgAR�i��'''' Drag:4-15=-0.1,15-16=-0.1,5-16=-0.1,6-20=0.1,20-21=0.1,7-21=0.1 (IFIC • y Concentrated Loads(lb) Vert:4=424 7=424 14=94 11=94 15=206 16=206 17=206 18=206 19=206 20=206 21=206 22=-34 23=-34 24=-34 N 25=-34 26=-34 27=-34 28=-34 * S 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 S JID. Continued on page 2 SsONA'L ob cuss russ ype ly 'Richard ompson- cean rove 9800377 T12 ROOF TRUSS 1 12 1{ORSOppf Ft-322 3 1b X99 i e nus nes, nc. ue un age LOAD CASE(S) Standard Except: Uniform Loads(plf) Vert:1-2=105.6,2-3=55.3,3-4=55.3,4-15=55.3,15-16=55.3,5-16=55.3,5-17=55.3,17-18=55.3,1B-19=55.3,6-19=55.3,6-20=55.3,20-21=55.3,7-21=55.3,7-8=63.4 ,8-9=63.4,9-10=113.7,2-14=-10.0,14-22=-10.0,22-23=-10.0,13-23=-10.0,13.24=-10.0,24-25=-10.0,25-26=-10.0,12-26=-10.0,12-27=-10.0,27-28=-10.0, 11-28=-10.0,9-11=-10.0 Hoe:1-2=-125.6,2.3=-75.3,3-4=-75.3,7-8=83.4,B-9=83.4,9-10=133.7 Drag:4-15=-0.1,15-16=-0.1,5-16=-0.1,6-20=0.1,20-21=0.1,7-21=0.1 Concentrated Loads(lb) Vert:4=424 7=424 14=94 11=94 15=206 16=206 17=206 18=206 19=206 20=206 21=206 22=-34 23=-34 24=-34 25=-34 26=-34 27=-34 28=-34 4)1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=105.6,2-3=55.3,3-4=55.3,4-15=55.3,15-16=55.3,5-16=55.3,5-17=55.3,17-18=55.3,18-19=55.3,6-19=55.3,6-20=55.3,20-21=55.3,7-21=55.3,7-8=55.3 ,8-9=55.3,9-10=105.6,2-14=-10.0,14-22=-10.0,22-23=-10.0,13-23=-10.0,13-24=-10.0,24-25=-10.0,25-26=-10.0,12-26=-10.0,12-27=-10.0,27-28=-10.0, 11-28=10.0,9-11=-10.0 Horz:1-2=125.6,2-3=45.3,3-4=-75.3,7-8=75.3,8-9=75.3,9-10=125.6 Drag:4-15=-0.1,15-16=-0.1,5-16=-0.1,6-20=0.1,20-21=0.1,7-21=0.1 Concentrated Loads(lb) Vert:4=424 7=424 14=94 11=94 15=206 16=206 17=206 18=206 19=206 20=206 21=206 22=-34 23=-34 24=-34 25=-34 26=-34 27=-34 28=-34 �.•'�SIFI % - t O 0 Job cuss j Iruss Iype Y is arThompson-3/2 cean rove 9800377 T13 ROOF TRUSS 2TRUE TRUSS INC.,JACK5QNVI LLF- 1 i I . 267 MiTekindustries,Inc. T ue Jun age -2-0-0 4-10-14 9-0-0 14-3-0 19-6-0 23-7-2 28-6-0 30-6-0 2-0-0 4-10-14 4-1-2 5-3-0 5-3-0 4-1-2 4-10-14 2-0-0 00 5x5- 3x4- 5x5- 4. 4 6 1x4; V 1x4; 3 W2 W3 W3 112 7 MI 1 W LO 2 8 iml r 9r? 4x5- 11 10 4x5- c 3x8- 5x8- 9-0-0 19-6-0 28-6-0 9-0-0 10-6-0 9-0-0 Plate offsets [IU:0-3-8,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.28 11 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.60 10-11 >563 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=240 Weight:131 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-10 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-7 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1420/0-6-0,8=1420/0-6-0 Max Hoa 2=-30(load case 3) Max Uplift2=-942(load case 2),8=-942(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-3087,3-4=-2670,4-5=-2557,5-6=-2549,6-7=-2676,7-8=-3089,8-9=21 BOT CHORD 2-11=2913,10-11=2861,8-10=2916 WEBS 3-11=-405,4-11=510,5-11=-354,5-10=-361,6-10=511,7-10=-402 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 942 Ib uplift at joint 2 and 942 Ib uplift at joint 8. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �QQ�G�PIIFIcq No.4 F 9 .• c NA •. ORIOQ:•'�1�� Job cuss russ ype y is ar ompson- cean rove 9800377 T14 ROOF TRUSS i2 1 TRIIETRII F�322 s ec i e nus nes, nc. ue un age -2-0-0 5-10-14 11-0-0 17-6-0 22-7-2 28-6-0 30-6-0 2-0-0 5-10-14 5-1-2 6-6-0 5-1-2 5-10-14 2-0-0 5x5= 4x8= 4.00 FTT 4 T2 5 1x4; 1x4 01 3 W2 W3 6 W1 W1 M� 7 L 2B2 a1 - 80 4x5= 10 9 4x5= 3x8= 5x6= 11-0-0 17-6-0 28-6-0 11-0-0 6-6-0 11-0-0 Plate offsets _ LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.27 10 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.51 7-9 >658 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.10 7 n/a BCDL 10.0 Code SBC/SBCCI I Min Length/LL deft=240 Weight:130 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 4-5-9 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=142010-6-0,7=1420/0-6-0 Max Horz 2=-35(load case 3) Max Uplift2=-;51(load case 2),7=-951(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-2944,3-4=-2404,4-5=-2294,5-6=-2404,6-7=-2944,7-8=21 BOT CHORD 2-10=2781,9-10=2294,7-9=2781 WEBS 3-10=-531,4-10=348,5-10=-0,5-9=348,6-9=-531 NOTES 1 This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3 Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 951 Ib uplift at joint 2 and 951 Ib uplift at joint 7. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ON `�Q�.• �IFIC'• 4 i -a' OF unrmnumIt Job russ cuss ype i 1Y Ric ar ompson- cean rove ' 9800377 T15 ROOF TRUSS 2 1 I i S ec i e nus nes, nc. ue un age -2-0-0 6-10-14 13-0-0 15-6-0 21-7-2 28-6-0 30-610 2-0-0 6-10-14 6-1-2 2-6-0 6-1-2 6-10-14 2-0-0 4x8= 5x5= 4.00 T2- 4 5 3x4 I \ I 3x4; 3 W� 4 W3 6 r W2 I t l W2 W I 2 7 101 8? 4x5= 12 11 10 9 4x5- 1x4;1 3x4= 6x8= 1x411 6-10-14 13-0-0 15-6-0 21-7-2 28-6-0 6-10-14 6-1-2 2-6-0 6-1-2 6-10-14 Plate Offsets LOADING(psf) SPACING 2-0-0 i CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.27 11 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.33 11-12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.10 7 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=240 Weight:137 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-1 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-3 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1420/0-6-0,7=1420/0-6-0 s Max Horz2=-41(load case 3) Max Uplift2=-960(load case 2),7=-960(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-2961,3-4=-2132,4-5=-2034,5-6=-2144,6-7=-2961,7-8=21 BOT CHORD 2-12=2799,11-12=2799,10-11=2035,9-10=2799,7-9=2799 WEBS 3-12=130,3-11=-829,4-11=376,4-10=-2,5-10=378,6-10=-820,6-9=129 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 It by 40 ft with exposure C ASCE 7-93 per SBCISBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 960 Ib uplift at joint 2 and 960 Ib uplift at joint 7. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard uuuunmwrugi V. CAq • IN s N F NAlr��,,..�� Job cuss II cuss ype Qty y 1c a ompson- cean rove 1 9800377 T16 ROOF TRUSS 1 Z `TRUt i USS INC:,JAQK5QNVILLIz FL. 32225991 Milekindustries,Inc. Tue Jun30ag`eT- -2-0-0 4-1-14 7-0-0 11-10-9 16-7-7 21-6-0 24-4-2 28-6-0 30-6-0 2-0-0 4-1-14 2-10-2 4-10-9 4-8-13 4-10-9 2-10-2 4-1-14 2-0-0 5x5= 4x12= 4.00;^1'£ 3x8- 1x4.I 1x4 4 5 T9 15 6 16 17 7 1x4 3 W3 W3 W3 8 N'U-) 2 9 01 10h 4x5—_ 14 13 1619 12 20 21 11 4x6— o 3x8= 2x4 11 7x8= 3x4= 7-0-0 11-10-9 16-7-7 21-6-0 28-6-0 7-0-0 4-10-9 4-8-13 4-10-9 7-0-0 ae ses LOADING(psf) SPACING 2-0-0 I CSI DEFL (in) (loc) I/defI PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.57 12-13 >591 M20 249/190 TCDL 15.0 Lumber Increase 1.25 I BC 0.65 Vert(TL) -0.57 12-13 >594 BOLL 0.0 Rep Stress Incr NO I WB 0.49 Horz(TL) 0.09 9 n/a BCDL 10.0 I Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:318 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or4-10-1 on center purlin spacing. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 9-5-5 on center bracing, WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=2454/0-6-0,9=2977/0-6-0 ti Max Horz 2=24(load case 2) Max Uplift2=-1666(load case 2),9=-2098(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=48,2-3=-6426,3-4=-6204,4-5=-5982,5-15=-10278,6-15=-10278,6-16=-10278,16-17=-10278,7-17=-10278,7-8=-7905,8-9=-8033,9-10=48 BOT CHORD 2-14=6039,13-14=9208,13-18=9208,18-19=9208,12-19=9208,12-20=7527,20-21=7527,11-21=7527,9-11=7557 WEBS 3-14=-171,4.14=1609,5-14=-3582,5-13=689,5-12=1189,6-12=-603,7-12=3036,7-11=392,8-11=-58 NOTES 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 2 row(s)at 0-7-0 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3 This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 4)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 5)Provide adequate drainage to prevent water ponding. B All plates are M20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1666 Ib uplift at joint 2 and 2098 Ib uplift at joint 9. 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70.0,2-3=-70.0,3-4=-70.0,4-5=-70.0,5-15=-70.0,6-15=-70.0,6-16=-70.0,16-17=-70.0,7-17=-70.0, 7-8=-70.0,8-9=-70.0,9-10=-70.0,2-14=-20.0,13-14=-20.0,13-18=-20.0,18-19=-20.0,12-19=-20.0,12-20=-20.0, 20-21=-20.0,11-21=-20.0,9-11=-20.0 Concentrated Loads(lb) Vert:7=-297 11=-321 15=-141 16=-141 17=-141 18=-1408 19=48 20=-48 21=48 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=113.7,2-3=63.4,3-4=63.4,4-5=55.3,5-15=55.3,6-15=55.3,6-16=55.3,16-17=55.3,7-17=55.3,7-8=55.3, 8-9=55.3,9-10=105.6,2-14=-10.0,13-14=-10.0,13-18=-10.0,18-19=-10.0,12-19=-10.0,12-20=-10.0,20-21=-10.0, 11-21=-10.0,9-11=-10.0 Horz:1-2=-133.7,2-3=-83.4,3-4=-83.4,7-8=75.3,8-9=75,3.9-10=125.6 Drag:4-5=-0.1,6-16=0.1,16-17=0.1,7-17=0.1 Concentrated Loads(lb) `\"��a�`��,jj111401Irr1rrrrriprrr��' Vert:7=424 11=94 15=206 16=206 17=206 18=867 19=-34 20=-34 21=-34 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 . �, ...•••. Uniform Loads(plf) . -(IF Vert:1-2=105.6,2-3=55.3,3 4 , . , . , . , . , - . , - = .3, I •• •y ' 7-8=63.4, Q V, 8-9=63.4,9-10=113.7,2-14=-10.0,13-14=-10.0,13-18=-10.0,18-19=-10.0,12-19=-10.0,12-20=-10.0,20-21=-10.0, ; NO. 11-21=-10.0,9-11=-10.0 Horz:1-2=-125.6,2-3=-75.3,34=-75.3,7-8=83.4,8-9=83.4,9-10=133.7 = _ Drag:4-5=-0.1,6-16=0.1,16-17=0.1,7-17=0.1 O Concentrated Loads(lb) Vert:7=424 1 1=94 15=206 16=206 17=206 18=867 19=-34 20=-34 21=-34 R,QQ••��`a Continued on page 2 Q ~•••••••� ` Qom` Job russ Truss Type y is ar 0 mpson-312 ocean rove 9800377 T16 i ROOF TRUSS 1 12 I s ac 16 1997 M!Tekn us nes, nc. ue un 8 Page LOAD CASE(S) Standard Except: 4)1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=105.6,2.3=55.3,3-4=55.3,4-5=55.3,5.15=55.3,6-15=55.3,6-16=55.3,16-17=55.3.7-17=55.3,7.8=55.3,8-9=55.3,9-10=105.6,2-14=-10.0,13-14=-10.0, 13-18=-10.0,18-19=-10.0,12-19=-10.0,12-20=-10.0,20-21=-10.0,11-21=-10.0,9-11=-10.0 Horz:1-2=-125.6,2-3=-75.3,3-4=-75A 7-8=75.3,8-9=75.3,9-10=125.6 Drag:4-5=-0.1,6-16=0.1,16-17=0.1,7-17=0.1 Concentrated Loads(lb) Vert:7=424 11=94 15=206 16=206 17=206 18=867 19=-34 20=-34 21=-34 �QQ�G�gIIFIC,q C o No.4 � F cuss I cuss ype Y I is ar ompson- cean rove .9800377 j T17 ROOF TRUSS 1 1 gpf 3 s ec i e nus nes nc ue un age -2-0-0 5-3-8 9-9-4 14-3-0 18-8-12 23-2-8 28-6-0 30-6-0 2-0-0 5-3-8 4-5-12 4-5-12 4-5-12 4-5-12 5-3-8 2-0-0 4x4= 5 4.00-f'£ 1 x4 I I 1x4 4 6 �I 1x4; i W 1x4; 61 3 W2 �V2 7 1 W B LO R2 9M 6 4x5= 11 10 4x5= 3x8= 5x8= 9-9-4 18-8-12 28-6-0 9-9-4 8-11-8 9-9-4 ae ses LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft I PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.28 11 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.48 10-11 >709 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.10 8 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=240 Weight:135 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-2 on center purlin spacing. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 4-5-6 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2"-1420/0-6-0,8=1420/0-6-0 Max Horz2=-44(load case 3) Max Uplift2=965(load case 2),8=-965(load case 3) FORCES(ib)-First Load Case Only TOP CHORD 1-2=21,2-3=-3037,3-4=-2582,4-5=-2582,5-6=-2605,6-7=-2592,7-8=-3041,8-9=21 BOT CHORD 2-11=2868,10-11=1830,8-10=2871 WEBS 3-11=-445,4-11=-321,5.11=906,5-10=924,6-10=-326,7-10=-440 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3 All plates are M20 plates unless otherwise indicated. 4;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 965 Ib uplift at joint 2 and 965 Ib uplift at joint 8. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard N��\N�W u u n n�pi p�iq�i,�i `��.• TIFI•••• _ OF 4 -o� A`1E�"`�� o cussruss ype Y is ar ompson- cean rove 9800377 T18 ROOF TRUSS _�FRII sDec i e n us nes Tue un :2� age 3-9-2 7-0-0 3-9-2 3-2-14 1x411 2 4.00 F W1 NI' h 1 B1 LJ C7 4x5_ 4 5 6 3 3x6 ii 3-9-2 7-0-0 3-9-2 3-2-14 ae-PTse LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.16 1-3 >513 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.18 1-3 >449 BCLL 0.0 Rep Stress[nor NO WB 0.06 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL defl=240 Weight:35 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-1-11 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=1767/0-6-0,3=1428/0-1-8 Max Horz 1=180(load case 2) Max Upliftl=-996(load case 2),3=-867(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=57 BOT CHORD 14=0,4-5=0,5-6=0,3-6=0 WEBS 2-3=-235 NOTES 1)This truss has been designed for the wind toads generated by 110 mph winds at 30 It above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 It by 40 it with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2 Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3J All plates are M20 plates unless otherwise indicated. 4 Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 996 Ib uplift at joint 1 and 867 Ib uplift at joint 3. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70.0,1-4=-20.0,4-5=-20.0,5-6=-20.0,3-6=-20.0 Concentrated Loads(lb) Vert:1=-663 4=-643 5=-643 6=-643 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=63.4,1-4=-10.0,4.5=-10.0,5-6=-10.0,3-6=-10.0 Horz:1-2=-83.4 Concentrated Loads(lb) Vert:1=376 4=376 5=376 6=376 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=55.3,1-4=-10.0,4-5=-10.0,5-6=-10.0,3-6=-10.0 Horz:1-2=-75.3 Concentrated Loads(lb)Vert:1=376 4=376 5=376 uuumuwuipy��„ 4)1st Wind Parallel:Lumber Inc ease=l 60,Plate Increase=1.60 ��` I. CAf�q'''��% Uniform Loads(plf) o``` •..... Vert:1-2=55.3,14=-10.0,4-5=-10.0,5-6=-10.0,3-6=-10.0 Horz:1-2=-75.3 �' •y Concentrated Loads(lb) Vert:1=376 4=376 5=376 6=376 o cuss TrulS ype y Kichard i nompson-3/2cean rove i 19800377 T19 ROOF TRUSS 1 1 IKUt i R �R � F� g�f . -3 s ec16 i e nus nes, nc. ue un age -2-0-0 3-10-14 7-0-0 8-0-0 11-1-2 15-0-0 2-0-0 3-10-14 3-1-2 1-0-0 3-1-2 3-10-14 5x5= 5x5= 4 5 4.00 1x4; 1x4; 3 1N2 W2 6 W N 7 2 7 �1 9 8 4x5= 3x4= 3x4= 4x5- 7-0-0 8-0-0 15-0-0 7-0-0 1-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.21 7-8 >828 M20 249/190 TCDL 15.0 Lumber Increase 1.25 Be 0.69 Vert(Q -0.19 7-8 >924 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) -0.07 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:66 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-3-9 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-2-13 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(ib/size) 7=1229/0-4-0.2=1401/0-4-0 Max Hoa 2=105(load case 2) Max Uplift7=-874(load case 3),2=-1156(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=43,2-3=-3100,3-4=-2866,4-5=-2725,5-6=-2867,6-7=-3158 BOT CHORD 2-9=2872,8-9=2725,7-8=2946 WEBS 3-9=-185,4-9=442,5-8=514,6-8=-269 NOTES 1 This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 55 It by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4 Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 874 Ib uplift at joint 7 and 1156 Ib uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70.0,2-3=-70.0,34=-70.0,4-5=-70.0,5-6=-70.0,6-7=-70.0,2-9=-20.0,8-9=-20.0,7-8=-20.0 Concentrated Loads(lb) Vert:4=-257 5=-257 9=-321 8=-321 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=113.7,2-3=63.4,34=63.4,4-5=55.3,5-6=55.3,6-7=55.3,2-9=-10.0,8-9=-10.0,7-8=-10.0 Hoa:1-2=-133.7,2-3=-83.4,3-4=-83.4,5-6=75.3,6-7=75.3 Concentrated Loads(lb) Vert:4=424 5=424 9=94 8=94 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=105.6,2-3=55.3,3-4=55.3,4-5=55.3,5-6=63.4,6.7=63.4,2-9=-10.0,8-9=-10.0,7-8=-10.0 Horz:1-2=-125.6,2-3=-75.3,3-4=-75.3,5-6=83.4,6-7=83.4 Concentrated Loads(lb) Vert:4=424 5=424 9=94 8=94 4)1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 �p��aaummurumu,uiu„ UniformLoadsVert:1-2=1)05.6,2-3=55.3,34=55.3,4-5=55.3,5-6=55.3,6-7=55.3,2-9=-10.0,8-9=-10.0,7-8=-10.0 v�•yn Horz:1-2=-125.6,2-3=-75.3,3-4=-75.3,5-6=75.3,6-7=75.3 •G0PSIFI •• y Concentrated Loads(lb) Vert:4=424 5=424 9=94 8=94 E 0 • R1p•P•��' a •NMN• Job cuss I cuss ype Qty Fly is ar ompson- cean rove 9800377 T20 ROOF TRUSS 14 1 LTRIIETRUSS INC.,JACKSONVILLE FL. 32 -3 s e�D c 16-987 Mi a nus nes, nc. ue un age -2-0-0 4-1-14 7-6-0 10-10-2 15-0-0 2-0-0 4-1-14 3-4-2 3-4-2 4-1-14 4x4- 4 4.00 I 1x4, 1x4 u2' 3 WL 5 NI 1 W 2 6 �1 O 7 O SII 3x4- 3x8= 3x4- 7-6-0 15-0-0 7-6-0 7-6-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.07 7 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.43 Vert(TL) 0.11 6-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/SMin Length/LL defl=240 Weight:63 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-7 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 6=663/0-3-0,2=813/0-6-0 Max Horz 2=106(load case 2) Max Uplift6=-376(load case 3),2=-620(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-1370,3-4=-1017,4-5=-1017,5-6=-1374 BOT CHORD 2-7=1291,6-7=1296 WEBS 3-7=-348,4-7=394,5-7=-353 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 30 ft above ground level,using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanlme,on an occupancy category I,condition I enclosed building,of dimensions 55 ft by 40 ft with exposure C ASCE 7-93 per SBC/SBCCI if end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and thePPlate grip increase is 1.60 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 376 Ib uplift at joint 6 and 620 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ,• ?IFIL Q 10 c .o`OR` � uunnoma"� ��re� RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: ATKI3195.RSR 08-10-98 For: NEVILLE/ANDERSON RESIDENCE LOT 3/2 OCEAN GROVE By: JOHN ATKINS RECEIVED UG 13 1998 City of Atlantic BeaCh Job#: 3195 SQ. FT. Bui ing ana honing Wthr: Jacksonville AP rL Zone: (Rest of House) WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 OF Outside db: 94 OF Inside db: 70 OF Inside db: 75 OF Design TD: 38 OF Design TD: 19 OF Daily Range M Rel.Hum. : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 19883 Btuh Structure 17769 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3.0 OF Design Heat Load 19883 Btuh Use Mfg.Data n Rate/Swing Mult. 0.99 INFILTRATION Total Sens Equip Load 17592 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 460 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 1841 Btuh Area(sq.ft.) 1003 1003 Tot Latent Equip Load 2301 Btuh Volume(cu.ft.) 8024 8024 Air Changes/Hour 0.7 0.4 Total Equip Load 20070 Btuh Equivalent CFM 97 55 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 OF Total Cooling 0 Btuh Actual Heating Fan 0 CFM Actual Cooling Fan 0 CFM Htg Air Flow Factor 0.000 CFM/Btuh Clg Air Flow Factor 0.000 CFM/Btuh Space Thermostat n/a Load Sens Heat Ratio 0 MANUAL J: 7th Ed. Right-Suite: Ver 4.0.04 SIN RSR20784 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: ATKI3195.RSR 08-10-98 For: NEVILLE/ANDERSON RESIDENCE LOT 3/2 OCEAN GROVE By: JOHN ATKINS Job#: 3195 SQ. FT. Wthr: Jacksonville AP FL Zone: ZONE 2 WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 OF Outside db: 94 OF Inside db: 70 OF Inside db: 75 OF Design TD: 38 OF Design TD: 19 OF Daily Range M Rel.Hum. : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 22735 Btuh Structure 28007 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3.0 OF Design Heat Load 22735 Btuh Use Mfg.Data n Rate/Swing Mult. 0.99 INFILTRATION Total Sens Equip Load 27727 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 460 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 2 719 Btuh Area(sq.ft.) 1366 1366 Tot Latent Equip Load 3179 Btuh Volume(cu.ft.) 12657 12657 Air Changes/Hour 0.7 0.4 Total Equip Load 31186 Btuh Equivalent CFM 143 82 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 OF Total Cooling 0 Btuh Actual Heating Fan 0 CFM Actual Cooling Fan 0 CFM Htg Air Flow Factor 0.000 CFM/Btuh Clg Air Flow Factor 0. 000 CFM/Btuh Space Thermostat n/a Load Sens Heat Ratio 0 MANUAL J: 7th Ed. Right-Suite: Ver 4.0.04 S/N RSR20784 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: ATKI3195.RSR 08-10-98 For: NEVILLE/ANDERSON RESIDENCE LOT 3/2 OCEAN GROVE By: JOHN ATKINS Job#: 3195 SQ. FT. Wthr: Jacksonville AP FL Zone: ZONE 3 WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 OF Outside db: 94 OF Inside db: 70 OF Inside db: 75 OF Design TD: 3 8 °F Design TD: 19 OF Daily Range M Rel.Hum. : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 11333 Btuh Structure 15947 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3.0 OF Design Heat Load 11333 Btuh Use Mfg.Data n Rate/Swing Mult. 0.99 INFILTRATION Total Sens Equip Load 15788 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 4 6 0 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 1377 Btuh Area(sq.ft.) 826 826 Tot Latent Equip Load 1837 Btuh volume(cu.ft.) 6608 6608 Air Changes/Hour 0.7 0.4 Total Equip Load 17784 Btuh Equivalent CFM 72 41 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 OF Total Cooling 0 Btuh Actual Heating Fan 0 CFM Actual Cooling Fan 0 CFM Htg Air Flow Factor 0.000 CFM/Btuh Clg Air Flow Factor 0.000 CFM/Btuh Space Thermostat n/a Load Sens Heat Ratio 0 MANUAL J: 7th Ed. Right-Suite: Ver 4. 0.04 SN RS R2 0 7 8 4 Printout certified by ACCA to meet all requirements of Manual Form J FORM 60OA-93 SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A Project Name: ATKI3196 Builder: JOHN ATKINS Address: LOT 3/2 OCEAN GROVE Permitting Office: City, State: I Permit Number: Owner: NEVILLE/ANDERSON RESIDENCE Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 11. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:22600.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 10.00 _ 4. Is this a worst case? No _ b. Central Unit Cap:23000.0 kBtu/hr 5. Conditioned floor area(ft2) 3195 ft2 _ SEER: 12.00 _ 6. Glass area&type c. Central Unit Cap:33800.0 kBtu/hr a. Clear-single pane 0.0 ft2 _ SEER: 12.10 _ b. Clear-double pane 588.8 112 _ 12. Heating systems c. Tint/other SC-single pane 0.0 fF _ a. Central Heat Pump Unit Cap:5.0 kBtu/hr _ d. Tint/other SC-double pane 0.0 fF _ HSPF:7.00 _ 7. Floor types b. Central Heat Pump Unit Cap:5.0 kBtu/hr _ a. Raised Wood R=19.0,346.5 ft2 _ HSPF:7.50 _ b. Slab-On-Grade Edge Insulation,0 R=0.0, 156.0 ft2 _ c. Central Heat Pump Unit Cap: 10.0 kBtu/hr _ c. 1 Others 24.0 fF _ HSPF:8.00 8. Wall types 13. Hot water systems a. Concrete,Int Insul,Exterior R=5.0, 1893.9 ft2 _ a. Electric Resistance Cap:50.0 gallons _ b. Frame,Wood,Exterior R=11.0,772.0 ft2 _ EF:0.91 _ c. Frame,Wood,Adjacent R=11.0,328.0 ft2 _ b.N/A _ d.N/A e. N/A _ 14. Hot water conservation credits _ 9. Ceiling types (HR-Heat recovery,solar a. Under Attic R=30.0, 1010.0 fF _ DHP-Dedicated heat pump) b. Single Assembly R=30.0,370.0 ft2 _ 15. Infiltration practice(1,2,or 3) 2 _ c. Single Assembly R=19.0, 15.0 ft2 _ 16. HVAC credits MZ-C,MZ-H _ 10. Ducts (CF-Ceiling fan, a. Sup:Uncond. Ret:Uncond. Sup.R=6.0, 1.0 ft2 _ CV-Cross ventilation, b. 2 Others 2.0 ft _ HF-Whole house fan, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.18 Total as-built points: 46743.00 EPI = 98.6 Total base points: 47389.00 1 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 o4 c»sT�r�o Energy Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. Before construction is completed DATE: this building will be inspected for I hereby certify that this building is in compliance with the compliance with Section 553.908 Florida Energy Code. Florida Statutes. OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: U BUILDING INPUT SUMMARY REPORT Title: ATKI3195 Family Type: Single Address Type: Street Address F- Owner: NEVILLE/ANDERSON RESIDENOfew/Existing: New Lot#: N/A 0 #of Units: 1 Bedrooms: 3 Subdivision: N/A W I Builder Name: JOHN ATKINS Conditioned Area: 3195 Platbook: N/A 0 Climate: North Total Stories: 3 Street: LOT 3/2 OCEAN GROVE Q. Permit Office: (blank) Worst Case: No County: (blank) Jurisdiction#: (blank) Rotate Angle: (blank) City,St,Zip: U) # Floor Type R-Val Area/Perimeter UnitsN # Door Type Orientation Area Units 1 Slab-On-Grade Edge Insulation 0.0 156.0(p)ft W 1 Insulated Exterior 20.0 ftz 1 0 2 Raised Wood-Stem Wall with UrWO 24012 0 2 Insulated Adjacent 18.0 ftz 1 0 3 Raised Wood-Adjacent 19.0 346.5ft2 1 0 LL 131 # Ceiling Type R-Val Area Base Area Units # System Type Efficiency Capacity Z 1 Under Attic 30.0 1010.0 ftz 1010.0 fF 1 Z 1 Central Unit SEER:10.00 22600.0 kBtu/hr 2 Single Assembly 30.0 370.0 ft2 363.0 ft2 1 2 Central Unit SEER:12.00 23000.0 kBtu/hr .J 3 Single Assembly 19.0 15.0 ft2 0.0 fe 1 0 3 Central Unit SEER:12.10 33800.0 kBtu/hr W 0 # Wail Type Location R-Val Area Units V Credit Multipliers: Multizone, 1 Concrete-Int Insul Exterior 5.0 1893.9 fF 1 # System Type Efficiency Capacity 2 Frame-Wood Exterior 11.0 772.0 ftz 1 3 Frame-Wood Adjacent 11.0 328.0 ftz 1 Z 1 Central Heat Pump Unit HSPF:7.00 5.0 kBtu/hr 2 Central Heat Pump Unit HSPF:7.50 5.0 kBtu/hr N Q 3 Central Heat Pump Unit HSPF:8.00 10.0 kBtu/hr J W �( = Credit Multipliers: Multizone, 3 I» # Supply Location Return Location Supply R-Vat Supply Length f- 1 Unconditioned Unconditioned 6.0 1.0 ft (� 2 Unconditioned Unconditioned 6.0 1.0 It 3 Unconditioned Unconditioned 6.0 1.0 ft # Panes Tint Ornt Area OH Length OH Height Units # System Type EF Cap. Conservation Type Con.EF 1 Double Clear E 20.0 ft2 18.0 ft 10.0 ft 2 W 1 Electric Resistance 0.91 50.0 None 0.00 2 Double Clear W 20.0 ft2 8.0 it 11.0 ft 2 a 3 Double Clear E 20.0 W 9.0 ft 10.0 ft 1 4 Double Clear E 18.0 ft2 9.0 ft 10.0 It 1 5 Double Clear N 17.0 ft= 18.0 It 10.0 ft 2 6 Double Clear E 17.0 ft2 9.0 ft 10.0 ft 1 # Use Default? Annual Operating Cost Electic Rate 7 Double Clear E 15.0 ft2 18.0 ft 8.0 It 2 1 Yes N/A N/A 8 Double Clear W 15.0 ft2 6.0 ft 8.0 ft 1 9 Double Clear W 15.0 1t2 1.0 ft 5.0 ft 1 LL 10 Double Clear S 15.0 ft2 1.0 ft 7.0 ft 1 W N 11 Double Clear S 15.0 ft2 1.0 ft 7.0 ft 2 12 Double Clear S 13.0 fF 1.0 ft 5.0 ft 2 13 Double Clear E 12.5 ft2 9.0 ft 8,0 ft 2 0 14 Double Clear E 12.5 1`12 16.0 It 7.0 ft 2 0 15 Double Clear N 12.5 ft2 17.0 It 7.0 ft 1 Z 16 Double Clear S 12.5 1`12 17.0 ft 7.0 it 1 j 17 Double Clear N 12.0 fF 1.0 ft 14.0 It 2 18 Double Clear W 12.0 ft2 8.0 ft 7.0 It 2 19 Double Clear W 12.0 ft2 1.0 ft 6.0 ft 1 20 Double Clear W 12.0 ftz 1.0 ft 6.0 It 1 21 Double Clear S 12.0 ftz 1.0 ft 5.0 ft 1 22 Double Clear E 10.0 1`12 9.0 ft 7.0 It 2 23 Double Clear E 10.0 fF 9.0 ft 7.0 ft 2 24 Double Clear N 9.0 112 1.0 ft 24.0 It 1 25 Double Clear W 9.0 ft2 1.0 ft 5.0 it 2 26 Double Clear N 8.4 1`12 7.0 ft 8.0 ft 1 27 Double Clear S 8.4 ftz 7.0 ft 8.0 ft 1 28 Double Clear E 7.0 ftz 9.0 ft 5.0 ft 2 29 Double Clear S 7.0 ft2 1.0 ft 5.0 It 2 Rater Name: (blank) Infiltration Type: 2 Pool Size: (blank) NRater Certification#: (blank) CFM26/Gond.Floor Area: N/A Pump Size: (blank) Area Under Fluorescent: (blank) Visible Duct Disconnects: F Dryer Type: (blank) Area Under Incandescent: (blank) Leak Free Air Distribution: N/A Stove Type: (blank) FORM 60OA-93 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: LOT 3/2 OCEAN GROVE, , , PERMIT#: BASE AS-BUILT GLASS TYPES .15 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .15 3195.0 65.80 31534.6 Double, Clear N 1.0 24.0 9.0 38.30 0.98 337.3 Double, Clear N 1.0 14.0 24.0 38.30 0.96 885.5 Double, Clear N 18.0 10.0 34.0 38.30 0.56 723.8 Double, Clear NW 7.0 8.0 8.4 57.70 0.62 301.5 Double, Clear SW 7.0 8.0 8.4 79.10 0.46 307.0 Double, Clear E 18.0 8.0 30.0 79.70 0.35 834.0 Double, Clear E 18.0 10.0 40.0 79.70 0.38 1225.6 Double, Clear E 9.0 8.0 25.0 79.70 0.49 973.5 Double, Clear E 9.0 10.0 18.0 79.70 0.55 793.1 Double, Clear E 16.0 7.0 25.0 79.70 0.35 689.4 Double, Clear NE 17.0 7.0 12.5 57.70 0.44 316.3 Double, Clear SE 17.0 7.0 12.5 79.10 0.29 282.2 Double, Clear E 9.0 7.0 20.0 79.70 0.46 726.6 Double, Clear E 9.0 5.0 14.0 79.70 0.38 429.0 Double, Clear E 9.0 7.0 20.0 79.70 0.46 726.6 Double, Clear E 9.0 10.0 17.0 79.70 0.55 749.1 Double, Clear W 8.0 9.0 12.0 79.70 0.56 531.8 Double, Clear W 6.0 8.0 15.0 79.70 0.61 731.1 Double, Clear W 8.0 7.0 24.0 79.70 0.48 924.8 Double, Clear W 8.0 11.0 40.0 79.70 0.62 1983.0 Double, Clear W 1.0 6.0 12.0 79.70 0.92 884.1 Double, Clear E 9.0 10.0 20.0 79.70 0.55 881.3 Double, Clear S 1.0 5.0 26.0 66.20 0.83 1436.3 Double, Clear W 1.0 5.0 15.0 79.70 0.90 1079.5 Double, Clear W 1.0 5.0 18.0 79.70 0.90 1295.4 Double, Clear W 1.0 6.0 12.0 79.70 0.92 884.1 Double, Clear S 1.0 5.0 14.0 66.20 0.83 773.4 Double, Clear S 1.0 5.0 12.0 66.20 0.83 662.9 Double, Clear S 1.0 7.0 15.0 66.20 0.89 881.5 Double, Clear S 1.0 7.0 30.0 66.20 0.89 1762.9 Double, Clear S 1.0 5.0 6.0 66.20 0.83 331.5 As-Built Total: 588.8 25344.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 328.0 0.7 229.6 Concrete, Int Insul, Exterior 5.0 1893.9 1.00 1893.9 Exterior 2665.9 0.90 2399.3 Frame, Wood, Exterior 11.0 772.0 1.70 1312.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 2993.9 2628.9 As-Built Total: 2993.9 3435.9 FORM 60OA-93 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: LOT 3/2 OCEAN GROVE, , , PERMIT#: BASE AS-BUILT DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1373.0 0.60 823.8 Under Attic 30.0 1010.0 0.60 606.0 Single Assembly 30.0 370.0 1.00 370.0 Single Assembly 19.0 15.0 1.80 27.0 Base Total: 1373.0 823.8 As-Built Total: 1395.0 1003.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 156.0(p) -37.0 -5772.0 Slab-On-Grade Edge Insulation 0.0 156.0(p) -41.20 -6427.2 Raised 370.5 -3.99 -1478.3 Raised Wood, Stem Wall 11.0 24.0 -1.90 -45.6 Raised Wood, Adjacent 19.0 346.5 0.40 138.6 Base Total: -7250.3 As-Built Total: -6334.2 INFILTRATION Area X BSPM = Points Type Area X SPM = Points 3195.0 8.00 25560.0 Practice#2 3195.0 8.00 25560.0 Summer Base Points: 53462.3 Summer As-Built Points: 49119.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 53462.3 0.37 19781.0 49119.5 1.00 1.10 0.30 0.95 15269.3 FORM 60OA-93 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: LOT 3/2 OCEAN GROVE, , , PERMIT#: BASE AS-BUILT GLASS TYPES .15 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .15 3195.0 -10.60 -5080.0 Double, Clear N 1.0 24.0 9.0 7.30 1.03 67.8 Double, Clear N 1.0 14.0 24.0 7.30 1.06 184.8 Double, Clear N 18.0 10.0 34.0 7.30 1.70 421.2 Double, Clear NW 7.0 8.0 8.4 4.60 1.89 73.1 Double, Clear SW 7.0 8.0 8.4 -22.70 0.26 -48.6 Double, Clear E 18.0 8.0 30.0 -9.20 -1.13 311.9 Double, Clear E 18.0 10.0 40.0 -9.20 -0.98 361.7 Double, Clear E 9.0 8.0 25.0 -9.20 -0.52 120.8 Double, Clear E 9.0 10.0 18.0 -9.20 -0.30 49.7 Double, Clear E 16.0 7.0 25.0 -9.20 -1.14 262.6 Double, Clear NE 17.0 7.0 12.5 4.60 2.40 138.3 Double, Clear SE 17.0 7.0 12.5 -22.70 -0.34 95.1 Double, Clear E 9.0 7.0 20.0 -9.20 -0.66 120.6 Double, Clear E 9.0 5.0 14.0 -9.20 -0.98 126.6 Double, Clear E 9.0 7.0 20.0 -9.20 -0.66 120.6 Double, Clear E 9.0 10.0 17.0 -9.20 -0.30 46.9 Double, Clear W 8.0 9.0 12.0 -9.20 -0.29 31.9 Double, Clear W 6.0 8.0 15.0 -9.20 -0.11 15.0 Double, Clear W 8.0 7.0 24.0 -9.20 -0.54 119.9 Double, Clear W 8.0 11.0 40.0 -9.20 -0.08 27.7 Double, Clear W 1.0 6.0 12.0 -9.20 0.78 -86.3 Double, Clear E 9.0 10.0 20.0 -9.20 -0.30 55.2 Double, Clear S 1.0 5.0 26.0 -28.40 0.92 -679.5 Double, Clear W 1.0 5,0 15.0 -9.20 0.73 -100.4 Double, Clear W 1.0 5.0 18.0 -9.20 0.73 -120.5 Double, Clear W 1.0 6.0 12.0 -9.20 0.78 -86.3 Double, Clear S 1.0 5.0 14.0 -28.40 0.92 -365.9 Double, Clear S 1.0 5.0 12.0 -28.40 0.92 -313.6 Double, Clear S 1.0 7.0 15.0 -28.40 0.95 -405.2 Double, Clear S 1.0 7.0 30.0 -28.40 0.95 -810.3 Double, Clear S 1.0 5.0 6.0 -28.40 0.92 -156.8 As-Built Total: 588.8 -422.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 328.0 3.6 1180.8 Concrete, Int Insul, Exterior 5.0 1893.9 5.70 10795.2 Exterior 2665.9 2.20 5865.0 Frame, Wood, Exterior 11.0 772.0 3.70 2856.4 Frame, Wood, Adjacent 11.0 328.0 3.60 1180.8 Base Total: 2993.9 7045.8 As-Built Total: 2993.9 14832.4 FORM 60OA-93 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: LOT 3/2 OCEAN GROVE, , , PERMIT#: BASE AS-BUILT DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1373.0 1.20 1647.6 Under Attic 30.0 1010.0 1.20 1212.0 Single Assembly 30.0 370.0 1.10 407.0 Single Assembly 19.0 15.0 2.00 30.0 Base Total: 1373.0 1647.6 As-Built Total: 1395.0 1649.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 156.0(p) 8.9 1388.4 Slab-On-Grade Edge Insulation 0.0 156.0(p) 18.80 2932.8 Raised 370.5 0.96 355.7 Raised Wood, Stem Wall 11.0 24.0 1.20 28.8 Raised Wood, Adjacent 19.0 346.5 2.20 762.3 Base Total: 1744.1 As-Built Total: 3723.9 INFILTRATION Area X BWPM = Points Type Area X WPM = Points 3195.0 7.40 23643.0 Practice#2 3195.0 7.40 23643.0 Winter Base Points: 29453.4 Winter As-Built Points: 43738.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 29453.4 0.55 16199.4 43738.3 1.00 1.10 0.45 0.95 20440.6 FORM 60OA-93 WATER HEATING AND EPI SUMMARY Residential Whole Building Performance Method A - Details ADDRESS: LOT 3/2 OCEAN GROVE, , , PERMIT#: 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 3803.00 11409.0 50.0 0.91 3 1.00 3677.63 1.00 11032.9 As-Built Total: 11032.9 EPI SUMMARY BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 19781.0 16199.4 11409.0 47389.4 15269.3 20440.6 11032.9 46742.7 EPI : 98 .6 JTrrE sT9r�o� ENERGY PERFORMANCE LEVEL DISPLAY CARD For detailed information NEVILLE/ANDERSON RESIDENCE of the EPI rating number LOT 3/2 OCEAN GROVE or for any ITEM listed, ask your Builder for DCA Form 60OA-93 or Form 60OB-93 EP1= ED 0 10 20 30 40 s0 60 70 80 90 100 excellent good acceptable The maximum allowable EPI is 100. The lower the EPI the more efficient the home. RESIDENTIAL ENERGY PERFORMANCE INDEX ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS................................................ Double Clear INSULATION............................................ R-10 R-30 Ceiling R-Value............................. 30.0 R-0 R-7 Wall R-Value.............................. 5.0 Floor R-Value.............................. 19.0 1 R-0 R-19 AIR CONDITIONER................................... 10.0 SEER 17.0 SEER...................................................... 12.10 9.7 EER 16.0 HEATING SYSTEM................................... 6.8 HSPF 12.0 Electric HSPF........................................ 8.00 WATER HEATER..................................... 0.88 0.96 Electric EF...................................... 0.91 Gas EF...................................... N/A 0.54 0.90 Solar EF...................................... N/A 1 1.0 5.0 OTHER FEATURES................................. ............................................................. I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip: Florida Energy Code for Building construction-1993 Florida Department of Community Affairs FL-EPL CARD 93 328472 MAP SHOWING BOUNDARY SURVEY OF LOT 3, OCEAN GROVE UNIT NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. dNP«>Tty ,.rRe=,. �,�,�cryo„r.rc sccTiaN 9 zz �'Y'aro e,', flNtB fe✓NO/:•• I o Ga2 ••re.�vis'\x J.03 �J[�o-42':E• o. al ME>.�c / ��ENcs x e.l \�`-fsdNv%t••iSe.-.r Rov e.0�'�ii>a T /J e.S df'to I Q LINK f B.2" fOdNO�Z"/•CaW/i/F �~ Na0 X , Me x m � r� ' \ Co,r,�o vL•w�� I!x • � � �x V /RES/OE�t/CE� M 1"0 ti 10 h I ,veev 57sy 0 .A/•ro rTl/1 J 1 N \ V� _- /Z j,j- (/liX/NL+:SJR AriN.4e0 �KeNO.vC /x!03 4Gs'4Z•fV. '�o.00%. po BEARINGS ARE BASED ON THE NORTH LINE OF LOT 3 RECEIVED AS BEING N.86e13'18"E. BY PLAT -NO BUILDING RESTRICTION LINE SHOWN ON PLAT • THIS PROPERTY LIES IN FLOOD ZONE "X" BY FLOOD AM 13 1998 MAPS REVISED APRIL 17, •1989, COMMUNITY PANEL NO. 120075 0001 D City of Atlantic Beach Building and Zoning I HEREBY CERTIFY TO:C)�/`1Ji1/14 ,E: V/LLE; 71-72 '0/NS. Go,4,P- THAT f THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 21 HH-6 FLORIDA ADMINISTRATION CODE. t H. A. DURDEN & ASSOCIATES INC. LAND PPOPEI'BI/ONAI LAND AUNVEYON NO. 77 O IDA SURVEYORS /�'/3RVCEOci.QaE� Post Office Boz 50670 ^� DATE 1103 South Third Street Jacksonville Beach.Florida 32250 SCALE: Phone 9041248-7261 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. e '' /50a 17616 DEPARTMENT OF BUILDING _ CITY OF ATLANTIC BEACH PERMIT INFORMATION - - LOCATION INFORMATION Per it Number : 175 .6 A dress : 1839 OCEAN GROVE DRIVE P 'r pt TYPe:M.E HANICAL ATLANTIC BEACH`, FLORIDA 32233 la f Work:N� LROAL D SCIRIPTIOt co. str ,, Type:WOOD FRAME B1 k : Lot: 3 Twp: 0 Pr posed Use' Section; 0 ' Subd:fl Rng: 0 Dwel3inr I Subdzvision:OCEAN GROVE UNIT 2 t . Value 0 . 00 I> rov. Cost 0 .00 otal Fees. 83.00 ount Paid,-' 83.00 Date Pa"I" 999 ror Desc. BEAT AND AIR 0 ION � APPLICATION FEE: Na e•1 83 .00 Ad d DRIVE ATS '` ORIDA 333017` 3 i g g,,, t �' 41- ( CON I ATION rr 05,_ ) d DANBB, TREll TA. >.AM AC`I SOI�IVIL FLORIDA. 322`�JS TSI C Q35526 Exp: yp ES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR;TO INSPECTION ILDING MATERIAL., RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE EARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER FAILURE TO COMPLY WITH THE MECHANICS' LIEN 'LAW ;CAN RESULT IN HE PROPERTY OWNER'PAYING TWICE FOR BUILDING IMPAOVEMENTS.09 I SUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR "Y TION OF APPLICABLE PROVISIONS OF[AW. Date,. ill Receipt:lK4131 DECK A TIC EACH OUILDIN 1 PAR ENT 4145 Feb-09-98 15: 13 P.01 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT cALC-IN NUMBER - IMPORTANT — Applicant to complete all items in sections I, Il, III, and IV. LOCATION Street Address: OF Intersecting Streets Between ___.-_And_ BUILDING Sub•divismn P II. IDENTIFICATION -- To be completed by all applicants In consideration of permit given for doing fhe work as described in Ike ahnve slafnment we herrby agree to perform said work in accordance With the afteciLed plans and specifications which are a part hereof and in accordance with the Cify of Jacksonville ordinances and standards of good praclice listed therein. Nome of Mechanical ? r Contractors Contraetor (Print) l Master Name of Property Owner 5iingture of Owner Signature of or Authented Agent Architect or Engineer 111. GENERAL INFORM N A. Type of hooting fuel: B. 15 OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? ❑ Gee--❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other -- Specify IV, MICHAfNFCAL EQUIPMONT TO 11 INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) l_:I Resldentlal or I..) Commercial ❑' Heat ❑ Space ❑ Rocessed O Central O Floor T3 New Building [� Air ContloConing: ❑ Room Q Control 0 Exlsling Building [}- Duet System: Materiae ` Thiekneu ' Ca Replacement of existing system matimum capacity - e f m EJ New Installation(No system p(eVlousiy Installed) ❑ Refrigeration 0 Exlenslon or add-on to existing system ❑ Cooling tower: Cep4cit1' m U Other — Specify g.p. ❑ Fire sprinklers: Number of hoed- ❑ Elevator ❑ ManliH ❑ Eauletor (number) THIS ❑ Gasoline pumps,. Inumber) SIACE FOX OFFICE USE ONLY (Rae+fV+4) ❑ Tanta (number) Remarks ❑ Lis i contain*K (number) ❑ Unfired pressure voteoi ❑ Sellers Permit Approved by Do►� ❑ Other -- Specify Permit Fera LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Cppsaccf� Number Unite Deseriptlon Model Number Manufacturer Capacity Approving C7 HEATING FURNACES, BOILERS, FIREPLACES Number Unita thscription Modal Number Manufacturer capadjy Aget wy E; TANKS How many o"bw Capacity andTypo IlgWd stemma of ScrW Ap roving Contained Manufacturer No. cncy CITY OF ATLANTIC BEACH, FLORIDA 7 Approved 0y APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:. IMP0113TANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORD E WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE I THE ELECTR L REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. TRI COUNTY ELECTRICAL CONTRACTORS ,INC. ELECTRICAL FIRM: M TE ELEC NAME BARK-ANDERSON _ ADDRESS: 1839 OCEAN GROVE DR., RFD 80X BLDGG..SIZE BETWEEN: RES.J\/4- APT. ( 1 COMM. ( ! PUBLIC ( 1 INDUS. 1 1 NEW ion► OLD( I REW. 1 ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS 1 ) S0. FT. SERVICE: NEW(/1 INCREASE ( 1 REPAIR ( I FEE CONDUCTOR 512E L Gy-) AMPS COPPER f ALUM. ITCH OR 6REAKER ",Kl)b"l) AMPS i PH 3 W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED IOPEN TOTAL 0.30 AMPS. 1.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS, OV[R APPLIANCES I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT a-I OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PNS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA { NO. IKVA NO.NEON TRANSF. NO. VA, IMA. I MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S TOTAL FEES 5-0._ cO TO -d VFF :Rn /r,-s7T - i nn C1,'Y OF ATLANTIC BEACH, FLORMA l � 'proved Ov APPIIGAl14N !4R iLICTRICAL ltERMAIT TO THE CHIEF bLECTRICAI, INSPECTOR: DATE; IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESC l DIBEO IN THE FOLLOWING, WE HLRESY AGREE TO PERF RM SAID WORK IN ACCOR NCE WITH THE AT ACH 0 PLANS AND SPECIFICATIONS, WHICH ARE A PART HEFT OF, AND IN ACCORDANC THE ELECT L RE ULATIONS, CODES AND CITY OF ATLANTIC BEACH ORNI CES. TRI COUNTY ELECTRICAL CONTRACTORS , INC . E1.'�CTRIGAL FIRM: NAME MARK ANDERSON �..._.._ ADDREiiI 1 539-1 OCEAN GROVEI DR. FtFo Nox— BLDG.Size BtTWliN: RE$. 0�I APT. I } COMM. 1 1 PUBLIC( ! INDUS, ( NEW OLD( ► AEW, ( } ADDITION ( ) TRAIL'BR ( ) TEMP, I } SIGNS ( ) SO. FT. SERVICE: NF* (V/ INCREASE ( ) REPAIR ( ) FEE CONDUCTOR illi d AM PS M MITCH OR BREAKEA (� � -4–h-4 W a �Y�t i1 EXIST.SERV.SIZE _ � AMIt I H W /OLT RACEW FEEDERS NO. SIZE NO. SIZE.- __. NO. GZE LIGHTING OUTLETS CONCEALED ...._.. .... ------- OPEN RECEPIACLES CONCEAtEb � 10 AM OPEN TOTAL •WITCH[• >•� 100 AMp� _.+ �_ INCANDESCENT FLUORESCENT & �- FIXED o;i CAM ra ova .. .....,... — At'tLIANC[s AIR H' , RATtNQ - lELL TR 8P. CONDITIONING P. MOTOR H.P. AATING OTHER MOTORS EIL HE PS AM _._ _L _ �► - PS KW-HEAT MOTORS _ OVIR MOTORS � H.P VOLTAGE YHS N0, H P, V LTAOE PNi MISCtLLA u TRANSFORMERS: _I UNDER 600 V. y~ I V R V N0.N � NO, NEON TRANSF. KV EACH $$ON O' VA.KVA N0.MA. MOTOR 61ZE S TCH FLASHER FOUR ARDED ti TOTAL FEES J� , 0 d. �r CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /932 / FP h1 OWNER OF PROPERTY: M)91,� fi!�/, 291 , ,S© �Y BUILDING CONTRACTOR: 00 y r rl,� PLUMBING CONTRACTOR C s AND ADDRESS: (l c�f!�jn aLrml TELEPHONE -NUMBER: C� STATE LICENSE NO: n 12 TYPE OF BUILDING: l� TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS- LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER � 4 TOTAL FIXTURE COUNT: � � x $3. 50 + $15.00 = $ 0 ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 17 1722 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - LOCATION INFORMATION I ON PERMIT INFORMATIQy 17227 A dress*. 183,9 OCEAN GROVE D R-IV_E lumb r: ATLAFLORIDA- 32233 BRACH ?ei Tyge:PUMSIfiC -------- LEGAL DESCRIPTION tTlas pALTERATIOA Con tr. T Pe:'NOOD FRAME Black: '3 T G Pro cased €dee' Section, 0 SubdzQ Rng: n w+ l 1 Subdivisi.an;OCTAN `GROVE UNIT 2 t Value, � _ .+. 0 .0 Imp , ov. Cost ,: tal Fees: x 67 . 50 unt Pa;6, 50 t'e p 99$ fflor ! Desi: O APPLICATION FEES -- Nam*; , , . E 67 , 50 dd kn DRIVE AT ORIDA 32233' hot e 'mNoi .,ur a�"m� lvmv'` i Ra S - CON ATION �� Na' ; 'LAUT Jit ING, ," C. „. Add UE, a , m. �{ [�3y#^Any+-!,CKSJ�ONSUyI}L LORIDA 3221(1 ff Ledo Sw&ti q,225 £' �;" , E)CP.Y J K n .:r.F „+'e"tflAttq xwam Tmsx,n%'uw vc rw+gRetwvww d� '-y„b -.r . �,,. . �. 3n"s��42a�., raxx= xi P s"3 w�w..0 .w n, .wa- . ,+.. ,� n a:•, N ' ES: I i NOTICE-INSPECTIOrN$MUST BE REQUESTED AT LEAST 24 HOURS PRIOR`TO INSPECTION ILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLAC D IN PUBLIC SPACE, AND MUST BE EARED UP AND HAULED AWAY,BY EITHER CONTRACTOR OR OWNER FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW ';CAN RESULT IN HE PROPERTY OWNER PALING TWICE FOR BUILDING IMPF OVEMENTS." SUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS'PERMIT AND°SUBJECT TO`'REVOCATION FOR ;OLATION Of APPLICABLE PROVISIONS OF LAW. 11 41f 7 l A . 1 110 NTIC EACH.BUILDIN DEPA MENT °,IRS DATE —/ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY X33 WEST DUVAL STREET JACKSONVILLE, FLORIDA :32202 THE FOLLOWING FINAL INSPECTIONtS ) HAVE BEEN MADE AND ARE SATISFACTORY : c' 1 ------ ' ------------------------------------------------- ------ ------------------------------------------------- ------ � ------------------------------------------------- ------ ' -------------------------------------------------- Enclosed are the blue copies of the permits. INCER LY, BUILDING INSPECTION DIVISION cc: FILE / CITY OF 1q& BeacA-99&U Office of Building Official REQUEST FOR INSPECTION - f 7 0 SS Date Permit No. Time A.M. Received P.M. Job ess /7 =lity Owner's Name Contractor BUILDING RETELECTRICAL PLUMBING MECHANICAL Framing C Rough Wiring F) Rough Cl Air Cond.& Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel f Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Wed. Thurs. Friday A.M. Inspection MadeP.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date 1 (, ` (J CITY OF Office of Building Official ' REQUEST FOR INSPEC Date Permit No. 1.72-2 7 Time A.M Received Job dre s Loc lity Owner's Name _ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing L Footing I7 Rough Wiring ❑ Rough Air Cond. & ❑ Re Roofing 1 Slab 17 Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Wed. Thurs. Friday 7 Inspection Made Inspector Final Inspection [ Certificate of Occupancy r Date ��//��//��,,�� //CITY OF /� �° f &aa4C b5�-A;&ZLQ� Office of Building Official / �jREQUEST FOR INSPECTION Date v` Permit No. -17 3 Time A. Received p /PM`, Job Address Locality Owner's I, _ Name Contractor M . `BUILDING CONCRETE ELECTRICAL P UMBING MECHANICAL Framing C7�- Footing ❑ Rough Wiring 1-Jough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ ^. Pre Fab ��- READY FOR INSPECTION P Mon. l�/`� ues. Wed. Thurs. Friday `AP A.M. Inspection Made 77, P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date //CITY OF 4& l3 eaa,4-9916 IG(s Office of Building Official REQUEST FOR INSPECTION Date 9s, Permit No. Time A.M. Received � P.M. gAddr-ogT-)Job ocalit r Owner's Name Contractor BUILDING NCRE Ems- ELECTRICAL PLUMBING MECHANICAL Framing ❑ ootin Rough Wiring ❑ Rough ❑ Air Cond.& Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection Certificate of Occupancy ❑ Date �n/11��_ _��.� //CITY OF 1'Y�LI�/L - Bw1cif- I Office of Building Of REQUEST FOR INSPECTION / 76 � Date Permit o. _ Time A.M. Received P. Job Ad s L y Owner's Name —_ Contractor _ BUILDING ELECTRICAL PLUMBING MECHANICAL Framing Ll Footing ❑ Rough Wiring F1 Rough _i Air Cond. & ❑ Re Roofing SlabTemp Pole i Top Out ❑ Heating Insulation 01 Lintel ?74r,7—Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday Inspection Made f P.M. Inspector Final Insp ion ❑ Certificate of Occupancy ❑ Date 1' CITY OF 94 . Office of Building Official REQUEST FOR INSPECTION Date /0 -20-- 9 Permit No. Q Time A.M. Received P.M. Job Address Locality Owner's •'+ �� Name _Contractor BUILDING CR ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ., Rough Wiring FI Rough ❑ Air Cond. & r; Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel '7e- Final [ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. l p Wed. 4-A. Thurs. Friday P.M, Inspection Mad z( ' ` a —_P.M. Inspector �/ Final Inspection C Certificate of Occupancy C Date /�,��``� ��,, CITY OF Office of Building Official UEST FOR INSPECTIO Date q <9qR QPermit No. /7,23 Time A.M. Received &q3 Job Address Locality Owner's Owner's' Name Contract _ BUILDING CONCRETE ELECTRICA PLUMBING CHANICAL Framing ❑ Footing ❑ Rough Wiring �C}i Rough C Air Cond. & ❑ Re Roofing L7 Slab ❑ Temp Pole �[, Top Out i i Heating Insulation L; Lintel Cl Final Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. �d l Thurs. Friday P.M. —3 © r-5 � A.M. Inspection Made Inspector---- Final Inspection Certificate of Occupancy C1 Date _� �� //CITY OF /� � � � 4&#dw- l3e44C`b-99&U* #4 Office of Building Official REQUEST FOR INSPECTION Date /` ____ Permit No. Time ? co O P.A.M. Received _ Job A ress Locality Owner's Name MA it uT %�'UE 'RS O 64—Contractor _k K 1A.As �BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing ❑ Rough Wiring Rough ❑ Air Cond.& ❑ L Slab CTemp Pole Top Out CZ Heating Insulation C Lintel Final Sewer ❑ Fire Place ❑ Pre Fab �t�7�A�/flT I� READY FOR INSPECTION A.M. Mon, Tues. Wed. Thurs. Friday P.M. GM. Inspection Made / P.M. Inspector Final Inspection E- �— Certificate of Occupancy J Date — CITY OF y4,ti�isstic �'ecrdi-!icia f Office of Building f 7 \` REQUEST FOR INSPEC N / `75`c3 -7r — E `J I Date Permit No. j 7 U 3 6 _ Time Received _ `1 I M. �4S- -11L- Job Address LocalityvT Owner's \ Name Contractor __ g BUIL CONCRETE ECTRIC�L% PLUMBIN ECHAN Framing -r�( Footing ❑ Rough Wiring >< Rough ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out X Heating Insulation ❑ Lintel Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READ R INSPECTION M. t M � Wed. Thurs. Friday_ P.M. t �.`n r l C �R A.M. Inspection Made Inspector Final Inspection F,1 Certificate of Occupancy Date //��j�// �� //CITY OF fYI�4A �G /Selacls-49&WA42 Office of Building Official REQUEST FOR INSPECTION Date Permit No. 70 3 Time A.M. Received /UQ 3q @ o Jo ddress Local'y Owner's Name �[/d t � X/t .�–�/ Contractor /7 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring D Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Cl Top Out ❑ Heating Insulation ❑ Lintel O Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made -- -Inspecto Final InspectionQ �—� Cafe Opanc} /} V Pt� Date r-- _ / —7 CITY OF rko S-A�Z2�J -0 4&4A B , -�la� P t 7 7 Office of B ding Official M 7 4,/.b REQ EST F R INSPECTION 6-I 7,3- 9 7 Date Permit Time A. Received P J b A ess Lo r Owner's Name Contractor BUILDIN CONCRETELEC Rt�Ai PLU BI �� MEmAM Framing ❑ Footing ❑ Rough Wiring Rough ❑ Air�CdC Re Roofing Slab7 Temp Pole Top Out C; Heating Insulation EI Lintel r-, Final Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION."J) Mon. Tues, Wed. Thurs. Friday P.M. A.M. Inspection Made Inspector rtificate of Occupancy Date nnjj�/4a�� //CITY OF //�� - 3"7Vq Office of Building Offici I REQUEST FOR INSPE ON Date—1 , --qq Permit No. Time A.M. Received P.M. C$3 C1(&0 Job Address Locality ame' oContractor t 'r 1�-cS BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C Footing ❑ Rough Wiring 5 Rough ❑ Air Cond. & ❑ Re Raofing C; Slab Cl Temp Pole I� Top Out ❑ Heating Insulation Lintel Ci Final Cl Sewer [ Fire Place Ell Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed. Thurs. Friday .PFh A.M. Inspection Made _ __P.M. Inspector i Final Inspection Certificate of Occupancy ❑ Date CITY OF Office of Building Official ` -7 Jr 9 7 REQUEST FOR INSPECTION qg_ -7,:2 2 7 Date �" t �—7 Permit No. Time A.M. Received P.M. 8.3 9 A s ocality Owner's�N c Name Contractor �"'BDILDING CONCRETE ELECTRICA , MEC AL Framing—� ❑ Footing ❑ Rough Wiring ❑ _t`— ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION 71 Mon. Wed. Thurs. Friday / A.M. Inspection Made ( l Inspector ns ection ertificate of Occupancy Date PZLANT��, V _ ORI OF ADDITIONS or CORRECTIONS ,! D• NOT REMOVE JOB ADDRESS f DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG v LANl'C N. N— Cl) FlOR14P OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS/gam+ DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted L1 S $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG 'S LAN F�ORIO�' OF ADDITIONSor CORRECTIONS-I D• NOT REMOV JOB ADDRESS DATE n THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted zz2X /z/ o ,ccs L �g $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are 1n the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. p�LANTj�, Y �9 v _ Fl0 R10�' OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted /U A[" moi'S Q l Qom- zti A) +� Lkff $15.00 REINSP CT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 g` �Tu-c o� � p.m. Monday through Friday. PLAN y 1OR14 NOTICE 4F ADDITIONS or • " • D• NOT REMOVE ))JOB ADDRESS DATE 1 � 6k 6-laoge Prz- 6-'i THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 6aLT5t` 1S c r•15;'ad $IS00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 BLDG p.m.Monday through Friday.