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Permits 1838 Ocean Grove Dr (vault) 1oBADDRm 1 `% 3'% C)Cux> GClDv-Cl D-ra-YPE WORK NSF sk<414 LALI)hun - PROPERTY OWNER D CAV i d f3C t I TELEPSoNE �u'1 -1-•32-0 5 CoNTRAcToR �-� ` - (4©rn s x _m:mom 3 4 cI - 2-603 PERMIT NUMBER c `?o(p 5 DATE ( ( C) a� FAY -3 (0 - 01 INSPECTIONS.- FOOTING SLAB 'Z3 TIE BEAM LEV72M FlRAAMVV"OVER UP q- 2.3--02 INSULATION 61- `aG - t� FINAL BUILDING CER7MC41E OF OCA CY FT_RCTBICAL PER11fin INSPECTIONS ROUG9 FINAL MECHANICAL PERmn a(A'l 3 F) � ct%� a Li 9 3 I IVSPECTIONS ROUGE FINAL PLUARWG PERAfin 'P.140,u�1 INSPECTIONS. ROUG MNDER SLAB TOPODT WATER/SEWER Ci—3 L - �--- FINAL O NOTES• CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 j rPermit Numb PERMIT INFORMATION LOCATION�---- TAddress. ACEAN GRO®DRIVE - 1 Permit Type: DEMOLITION ATLANTIC. BEACH, FL.32233 Class of.Work: REMOVAL Township: Range: Book: Proposed Use: SINGLE F'AMIL'Y Lot(s): Block: Section: Square Feet: Subdivision: (, Est. Value: Parcel Number: Improv.Date Issued: 5106/20020 Name DAVINFORMATIONER DAVID BEL & SHER LAWHUN - Total Fees: 100.00 Address: . 1838 OCEAN GROVE DRIVE Amount Paid: 100.00 ATLANTIC BEACH, FL 32233 I Date Paid: 5/06/2002 .f- Phone: (000)000-0000-- Work Desc DEMOLITION — _ _CONTRACTOR(Sl __ APPLICATION FEES _ ELITE HOMES, INC. 100.Q0 3 M� y ;r:� Sk-^.r•S.xhaitta}+- `iTM 3z -' �V x �Me,, a k� t j a ._ �, ♦= 'fix `�-s� ____... ._. . �_ ��t_'"�"`'�•..t.�°;.�.J� "ate�Y P�,�,� tY.� �',�. r�M`mac+ _" •�)��d '�•st.yrk�'�� ,�. _.-.-. .y,{7"' '.'',�_..;-,. _ -s .. -A"rn"•a'x�' s�?s«.r. a,-..-.,.s'xs��,-�"i� *�-`-� '+..'�i�'"'�.� '..-� -.-.. . _ i I.----- NOTIC TION BUILDING MATERIA ;� � k Y w � `IC SPACE, AND MUST BE CLEARED - 7. "FAILURE TO CC3�fi � � �� LAW - THE y _ a PROPERTY©wIVER -• 1 ___ ^ ISSUED ACCORDING TO APPI T SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE Oper: JUNIER Type:'OC Draver: 1 ---- ----- — '� '"-___-_- .---.. Date: 5/08/92 61 Receipt so: 55824 - —` _ 14 - PERMIT'S-BUI[.DM 1 Sin.®® ATLANTIC BEACH BUILDING D . NiM883221iN PERMIT#24616 CK CEM 1753 OWN Amos date: 5/88/82 Tine: 12:35:56 ® k_ RECOVh-W J, i I City of Atlantic Beach- 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- FAX (904)247-5805• http://www/el.adantic-beach.D.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FANULY(DUPLEX-) CONSTRUCTION (INCLUDING NEW CONSTRUCTION,REMODEL,ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) DATE t�IP Z.- JOB ADDRESS /K53 O« Ggo✓e. XiPm rc. { r• , 64 3A�Z? APPLICANT /D.,¢W t 1w s4k.,V ADDRESS 193�f qiu_ � 4t&,fic rcGi PHONE: 021'7 LEGAL DESCRIPTION: BLOCK NUMBER CXR^'61° LOT NUMBER .3oL ZONING DISTRICT CONTRACTOR JEs _ STATE LICENSE NUMBER Cd - C059 1q0 ADDRESS 44'7J /9sf;,-� 4,4,4L 3ZZ3_4 PHONE CITY A1'• 4 L &C STATE / L. ZIP ,3 Z-2-3 3 FAX O-W - O 1 yL DESCRIBE PROPOSED USE AND WORK TO BE DONE VIA CAeW t, j�i� fzt n��L.i r P�1C�3�f,-q (Qt +.• cy/t/y4-t�� J PRESENT USE OF LAND OR BUILDINGS) --5,j/c nn VALUATION OF PROPOSED CONSTRUCTION 3,000 Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) 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 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STIP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 02/28/02 m STEP I Please submit 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 Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. �. Current survey showing the property boundary with bearings and distances and the legal description. V2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and 3 square footage. Identify any existing structures and uses. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre- construction topographical survey. f4AAny significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. r 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER Loo DATE 41A40& I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. �) SIGNATURE OF CONTRACTOR . Zt1. � � DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAMEP-0 MAILING ADDRESS 'It-77 11 J� A4w&. l t i, FL 3 LZ-3 3 PHONE 3 K J-2tea 3 FAX V11- 01q6 E-MAIL . SWORN AND SUBSCRIBED BEFORE ME THIS STATE OF FLORIDA,COUNTY OF DUVAL SBS Ok t NOTARY'S SIGNATUREAA44.ea4-<-- EXPNS:Novs 6w22,20 8a�T!w tlopry}iqc Und�Ms AS TO Er Personally known ❑ Produced identification Type of identification produced t 5, ��.( AS TO 1 ATO N ❑ Persohany known • - Produced identification . CC764999 Type of identification produced i99••rpBOn�fiN� 'c •��A•x:��.,,,.�t ;, . ems-p o�-�a-may 2/2W2 �ia.vRi._••••: C( . FLOODPLAIN DEVELOPMENT INFORMATION Location::— v 3 Type of Development: S � Flood Zone: /'1 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. COMNIENTS: 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 propos�e'd' development. Date S13/6Z Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative 2292 " EPARTME NT OF ISUILOING I CITY OF ATLANTIC BEACH 10 isrom 132 AddreB �;, 8 OCEAN GROVE IRIYI~ x — Type: PL 3MB IN(;' ATLANTIC BEACH, 'PLORI' DA 32233' j Of W o rk. N -------w..� LEGAL Dgsmip'�ION -- __-- Onstr. ,Type: NCA IOt Black. Section ropOSOd• tts e x SINGLE FAMILY 1 l2- � 0 Code: 0 ubdiv� Ap r o .,. 'C s t Tfltai Amo00 L ' N k. . z4 yr gq pro. TION, - - 0, -- -' ALICATION, FBB -- PERMIT $25.00 � dRQVE DRIVE NAT IMPACT PER $0.00 T CH, FLO�tI � � � F FES e r °` TO RAE? 1N '0AB-H.R. SNFORMAI� ON . ECI ,fl4 erne: AA PWOO LUMHI INC'. CAPITAL IMPROVE. E ,G�t e . , � .. PEER . A _ fl.flt3 ". JA .. ILLS, `LORI�1,DA 32239 /s ''�3Hi AU LI Cyt' iH: H (}.Q� � r Cr`e '0 � —� :Td p A C OS QONNiiI` TION SEC H PACT FELE " p i `i j NQTICff--14Lt.CONC,IiTE F E?Rltll$BIND fQIQTINCii N11�5YI" 1PECTQ.BEIAE PE #1F#INia'i PERMIT.V41D SIX MONTHS AFTER'DATE OF I$SUE SU DI If.MATERI L RUBBISH AN[3 DEBRIS FROM THIS WORK MUST,N0T Be.PLACED tN:PUBLIt;SPACE,AND MUST 8E :CL AIDED UP AND:E AULED AWAY BY EITHER CONTRACTOR OR OWNER 1 LUR T "CO WITH THE MEChiANICS' L1E.N .A1N CAN, RhaUL1` N T E PR PIE t�WNI�R:PAYINO TWICE FEAR OUI�� a �1 �RU�+lE1�1E�1'�"S." I ACCQRDI TO APPROVED F'tANS WHICH ARE PART Of THIS PERMIT AND 'SUBJECT TO REVOCATION'F R ATION OF-APP ICABLE'PROVt$1014,S OF LAW. ATL C BEACH BUILDING DEPARTMENT, 01 Ikp Bye I CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /�3 �� ►/� �R, PLUMBING CONTRACTOR:' David Gray Plumbing, Inc, CFC 022886 LICENSE NUMBER: 496 OWNER: �,� BUILDING CONTRACTOR: TYPE OF BUILDING: , srAFAe SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS r CLOSETS WASHING MACHINE FLOOR DRAINS �R�W/C"F OTHER 7 TOTAL FIXTURE COUNT: + $15.00,- ------------------------------------------------------------------------------ INSTALLATION IS.00,------------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. e r g ' 00PARTMENTOF�I)IL Q4,G 9 CITY OF ATLANTIC BEACH /y }µ 'w}y'y)CN LOCAOBpttMATION iy17{ y yI.'ly+yy1fy ,S�wy^V Address*, �1 .3,$, OCVAN 3QVE DRIVE } HM re TAgCTpI FLORIDA. i 233 0 'WOr�k t ALTERATION ...... �. ..:. , nstr ` WOOD FFM L AY. O'ESCRISTI'QN ---------- Type: LOt: B Section: � rgt c �a« SIN `Amit !�t��r��th�.p� 1�NC< t# : h 0;o j I Code.-: 0' " Subd vi,si ano OCEAN, CP4t1E. ',}!may q� r�. ♦y U01. p f , t « Trot $47.I'o'3 $47' 001 7ND ALA +fir�y irr .r w r' Ali pam T#.'1w/' r... '�`.. "+ PRidCATION FEES ' PERMIT , ----- RES .... es O ROVE '�� :� � X47 .�� ' .. A pE ., o oO ,, 1 r Iotr3lt'" ,� "a "° ° 5I WATE t bl 'ER/TAP O»00 1 . RAWdAS�&.'R«3S.: EC` £?4 i. C " ► FORMAI` -- - RA 3N CAE 5 C.C Ml-PROVE:IT $01.061 � rest: 14'7 TIC BLVD, "TAS" so'4,60 O CHI FLOAIDA 3223 �II i C SHARE , !Q + p, ",. 3 CRO C �ETIOP ' £ r 40N , iJrRCH AR,OE NO & « i l NOTICE, ALL..COt4CRETE F'OPM 'iAt4D FOOTINtos MUST ISE INSPECTgP BEFORE POURING 1 PERMIT A/O,lD SIC MONTHS AFTER GATE 0#ISSUE ' ICU 01NQ M*TiRl L.RUBBISH AND dEBA1S FROM THIS WORK MUST NOTE PLACED IN PUBLIC SPACE,AND MUST BE I z ti L U.P. ,N[3, AIiLEp AWAY RY HE"CONTRACTOR OR OWNER i fr " `, C MP ,Y W0170 ,7*HE MECHANICS' LIEN LAW CAN RESULT IN ' £T .�'R E TY + '� NER ""f4 'TW CE FtpR 1g."trILCt QBE IEWTS." x0 E13 ACCC#3I 1 T{J"APPROVE'd PIANS WHICH ARE PART OF THIS PE MT?#NIS SUBJECT TO RE17IC: TION FOR j y ATiON O�l IAILr:rrPROYIStOtWS OF RAW. C 13EA ING D'EPARTMENTO Tdt T`n % fpts BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC a[ACN, FLORIDA Jfaii APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete ell items in sections 1, II, III, and IV. 1. C0 ✓ rafa4, ' LOCATION Street!,Address: __ A_ r OF Interest tiny Streets: lefween And BUILDING Sub•di inion II. IDENTIFICATION — To be completed by all applicants, In consideration of permit given for doing the work as described in the abcve statement we hereby agree to ce•4orT said wo•i e:::•ae :e with the attached plans and spe6f1cntions which are a part hereof and in accordance with the City of Jecs::r.l'e ,rrJinan e: ro .•e•^.e-y; of good practice listed therein. Nance of Mechanical Contractors � Contractor (Print) IAV Master <i co Name of Property Owner Signature of OwnerSi�nafure of or Authoris Arohifect Of Engineer 111. BENI N A. Typo of Ilea1%"1hal: 8. cf ii OTHER CONSTRUCTION O[INR OON /Q Electric THIS BUILDING OR SITE• /J�(✓� � "❑ Gas.❑ LP ❑ Natural ❑ Cenral UMV If VESr (SIVE NUMf/ER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other -- specify IV. MI CIRAN1trAL /QUI►MONT TO M INIVAUAD NATUNII OF WORK (Provide complete hal of components of'`eck of ;a fesils) Residential or C. Commercial Heat ❑ Space 13Recenaesi l O Amer New Building , Air Conditioning. ❑ Ram � controlExisting Building ❑ Duet System: Materiel Replacement of existing system Maairmusm capacity gfro ❑ NOW Installation(No system previously Installed) ❑ Refrigesotion ❑ Extension or add-on to existing system ❑ Other— Specify ❑ Cooling tower: Capacity S ❑ Fire sprinklers: Number of heap �. 0 Elevafa ❑ Memiift ❑ bulata TNit IpACE FOR OpitCi Ufi ONLY ❑ Gasoliee pumps (number) (Reeelied) ❑ Taake (number) Reswesla ❑ LPG center (number) Q Unfired pressure wuel ❑ 1916" Permit Approved by Det ❑ OHser — specify Permit P" ,. LI13T ALL EQUIPMENT ASA CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description M*4d Number HaANitaatUrer (TWA)r A90M �2 BEATING - FURNACES, BOILERS, FIREPLACES Capadtr AnMftW >3 ita 1,aeae NuN*W Uaripum !laid Intwter agsaubAtww (*M) g' (� t TANKS now Han Nage �1�ya Serial A �°vut r osis D �ontald xylasae dtse No. P^i�cT CITY OF ATLANTIC BEACH, FLORIDA Approved OY APPLICATION FOR ELECTRICAL #5RJNIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,." IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRISE IN THE FOLLOWING" WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PS AND SPECIFICATIONS, WHICH ARE A PART HEREOF. AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICA FIRM: M ER F.LkCTRICIApiSi NAME. 1114-to . ADDRESS:-gi RFQ----.BOX..,.,...,. BLOC.SIZE BETWEEN: RES.1)4- APT.( I COMM.( ) PUBLIC( 1 INDUS.( 1 NEW( ? OL011> .. REW.( 1 ADDITION( ► TRAILER ( 1 TEMP,( 1 SIGNS ( ) S4 FT. SERVICE: NEW( 1 INCREASE - REPAIR ( 1 '" FEE + d CONDUCTOR SIZE AMPS J,S� COPPER ( A v SWITCH OR BREAKER f I PH EXIST.SERV.SIZE G o AMPS l PH W 4 OLT `t RACEWAY FEEDERS NO. Size NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•sO AMP6. .31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER "! APPLIANCES 13ELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP,MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT O.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. --[KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN �--* .,..._._ ..�..... FORWARDED TOTAL FEES w " CITY OF ATLANTIC BEACHPERMIT CALCULATION SHEET ( / Address 1 6(r—,(A) (4/<b 0C' 4;,i'J771X Date -D Z-- Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport Porch � � @ $�L_per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: 116 ) I �6 Cc) Total Valuation 1st $ / CSO O® o Remainin Value $3.1-'-"Per thousand or portion thereof 1 TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 32 51 (( ) Fireplaces @ $15 . 00 $ / V- _ BUILDING PERMIT FEE $ /002.- WATER 00 Z. WATER IMPACT FEE $ 1 ro O SEWER IMPACT FEE $ 0 WATER METER/TAP $ 0 CAPITAL IMPROVEMENT $ d SEWER TAP $ (13Y?) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ ► r CROSS CONNECTION $ SURCHARGE . 0050 $ 13L OTHER $ GRAND TOTAL DUE $ �. 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 DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 Tei: 247-5826 -Fax: 247-5877 PLUMBING PERMIT - -----PER INFORMATION _ _ LOCATION INFORMATION ,Permit Number: 24267 Address: 1838 OCEAN GROVE DRIVE Permit Type: "PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: 20 Proposed Use: SINGLE FAMILY Lot(s):32 . Block: Section: j Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION ' Date Issued: 6//312002 Name: DAVID BELL & SHERI LAWHUN Total'Fees: 74.50 Address: 1838 OCEAN GROVE DRIVE Amount Paid: . 74.50 ATLANTIC BEACH, FL 32233 Date Paid: 6/13/2002 L Phone (000)000-0000 Work Desc: INSTALL 17 FIXTURES CONTRACTOR(S) z LlCATION FEES NELSON PLUMBING CO. INC. '' 74.50 5 r � rr r � * a. , yM ! - �z itl - •fir r :"Vk ' ; k .l'4;'F' y k SL n 1,0 k�t� r�r _ 3 • �,�;s '��,� � "'r �v ^n 'm^ +may. - _ l Rt NOTICE 11% W113. , - 1 ECTIt7N V t m BUILDING MATERt FtlW to IN PUBLIC j SPACE, AND MUST E( tE OR OWNER FAILURETO COMPLY "�"F��[� � '+�" _, T IN THE i PROPERTY OWNER PAY[ ISSUED ACCORDING TO APPROVED P' MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISID &' ` Open: JLANIER Type: OC Draper. 1 Bate: 6/14/02 04 Qec:eipt �: 65249 __ 14 P1311ITS-6UII.DI� 1 474.56 AT NTIC B C BUILDING DEPT. CI C111MM 38292 474.56 Trans dates 6#14M hV, WKN2 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: 4\\ TELEPHONE NO. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : oAb STATE LICENSE NUMBER: C j G- 10 :k -7 q TELEPHONE: S S- HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS I BATH TUBS DISHWASHERS URINALS DISPOSALS -� CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE POTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: / .-Id / / / SIGNATURE OF CONTRACTOR: _ AIN W I ------------------------- WFIXTURES ---------------------------------- INSTALLATION OF PLUMBING MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OSOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 NOV-12-2002 TUE 07:25 AM ATL. BCH. PUBLIC WORKS FAX NO, 904 247 5843 P. Oi l� 0V ry T rr"U (' V 7%TT I I LJ. ! I 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E 0 F 0 C C U P A N C Y P E R M A N E N T Parcel Number . . . . . 169626-0000- - i -� on nM !,-AN OVE DR -V J U\ P, �J.L\A-j V 1\ ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED 'r 7 "UTT?T T T T 7% 131 IN E R I tcx' Bn E T)7�7 7 Contractor . . . . . . ELITE HOMES INC A"r-0 4 �at 4 nco nnn Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official-------, VOID UNLESS SIGNED BY BUILDING OFFICIAL BUILDING,PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: �� ` 0.2"' Building Contractor: EL , Cc -ry-)C Building Permit Number: 02-- H OLoo -3 Address : 16-343 C� n Cvr?� Legal Description: 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 1 Lowest Floor Elevation: R 1 • J required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works` —° 'r— Planning /'� - ( 'd �-- ��— g " o �` Building / ( ' P ` ~ © � �� ( `1- L MAP SHOWING SURVEY OF: LOT 32, OCEAN GROVE UNIT NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA SCALE: 1" 20' OCEAN GROVE DRIVE �- 60' RIGHT-OF--WAY (S03'56'46"F- 59.88' FIELD) PPE(N1 CAP) N FOUND 1/2" IRON t42»E 60.00 ._ PIPE (NO CAP) S034614 x 2 x 13.2 x F-- 131.38' BY PLAT t2.7 Lit M N x 13.3 I CONCRETE WALK x 1 3 4.8' ' 13. x 12.7' M CONCRETE 7 mi W 25.3' r U r Z 00 49 2.0' cc uj 2.0 49 O 0 } Cn `�v 16.3' r x 12 5 a c) Z � W x 12.8 L6 N o L012. x 1.% 0NZ m r- � un W 'r LOT 31 Z x2 L1J LOT 33 11J � o o 0O at �- O 1' J Q 0000 _ 3 0 c Ln cox 11. to Z12. x w 14.0' x12.0 4.7- ONE-STORY CONCRETE MASONRY x 11,33 DRIVE GARAGE FINISHED FLOOR ELEVATION FOUND 1/2" IRON x 11 5 plpE (NO CAP) FOUND 1/2" IRON 7.0' N PIPE (NO CAP) x t1.2 ip ----K--� `g'Eq$EMENT .-- r _ in -" NO3'46'42 60.00' LOT 38 LOT 36 (SO4'00'57 E 60.10' FIELD) ` LOT 37 NOTES: 4 1. THIS IS A BOUNDARY SURVEY. 2. NO BUILDING RESTRICTION LINES PER PLAT. 3. BEARINGS BASED ON THE WESTERLY LINE OF LOT 32 BEING N86'13'18"E PER PLAT. 4. BENCH MARK USED IS A NAIL & DISK (LB 3672) IN THE THIS SURVEY WAS MADE FOR THE BENEFIT OF SOUTH SIDE OF WOOD POWER POLE BETWEEN RESIDENCE DAVE & SHERRI LAWHUN; PEOPLES 1ST NUMBERS 1839 AND 1843. ELEVATION - 14.62 (NGVD COMMUNITY BANK; STEWART TITLE GUARANTY; 1929) AND WATSON & OSBOURNE TITLE SERVICES THE PROPERTY SHOWN HEREON LIES IN FLOOD AND IS IN COMPLIANCE WITH THE MINIMUM ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD TECHNICAL STANDARDS SET FORTH IN PLAIN) AS DETERMINED FROM THE FLOOD CHAPTER 61G17-6 OF THE FLORIDA INSURANCE RATE MAP, COMMUNITY PANEL ADMINISTRATIVE CODE. NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. RECHECK NOVEMBER 13, 2002 TO SHOW • FINAL CONDITIONS AND ELEVATIONS. REVISED AUGUST 12, 2002 TO CHANGE CERTS. DONN W. BOATWRIGHT, P. .M. 'NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL of A FLORIDA LICENSED FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 SURVEYOR AND MAPPER." FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: 4Wc- BOATWRIGHT LAND SURVEYORS, INC. DATE: AUGUST 5. 2002 DRAWN BY: JCJ 1711 5th STREET SOUTH FILE #. 2002-1232 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 BIVINS ELECTRIC COMPANY,INC 1004 SOUTH 2ND ST. - JACKSONVILLE BEACH, FL 32250 Phone (904)249-4308/249-2911 - Fax (904)249-0336 November 7, 2002 City of Atlantic Beach Atlantic Beach, FL RE: 1838 OCEANGROVE Bivins Electric Co., Inc., will be held responsible_for early power for 1838 Oceangrove Dr., Atlanti , FL 3223 permit # 2�1 S1 -_. The request is for 30days of early power. e city of antic Be c will be held harmless by Bivins Electric. Ra and Bivins Pr sident /.pd STATE OF FLORIDA COUNTY OF DUVAL Sworn to and subscribed before me this 8th day of November, 2002, by Raymond Bivins, who is personally known to me. Teresa Palmer NOTARY DUBLIC APPROVE :"' CITY OF ATLANTIC BU L:DING OFFICEH�� [::Pl TERESAPALMER COMMISSION#CC 7296637 RES:February26ed 7hru Not Public underwrdors 1J/f, " t CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD JASal ATLANTIC BEACH,FLORIDA 32233-5445 . S TELEPHONE: (904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 ��. http://ci.atlantic-beach.fl.us L v r /� T _-7 t/LlI i -�1-------------pa�--- ��--------------- FROM------- - -- - -------------------------- �___1 _ ____ _________ A yv� 1 • r Page 1 of 1 Graham Shirley From: Ramsay, Debra Sent: Wednesday, February 07, 2007 1:12 PM To: Graham Shirley Cc: Ben'a ' an Liere, Nelson; Walker, Chris; Kaluzniak, Donna S ect: 1838 Ocean Grove Drive Shirley, Nelson &Jeri have requested we notate in the building file for 1838 Ocean Grove Drive that this property has probably been on City sewer since it was re-built in 2002. The current owner, Arthur&Corrieann Milleson, called yesterday to let us know. Per my conversation with Mr. Milleson yesterday, they have lived there for 3.5 years& were not the owners when the property was re-built. Additionally, we found in the building file a demolition permit that included the septic tank, however, the permit for the new construction did not include a sewer impact fee. (A tap fee would not be charged as the property was under the Ocean Grove assessment.) Debbie Ramsay Accountant City of Atlantic Beach dramsay@coab.us Phone: (904)247-5881 Fax: (904)247-5819 �1 1 1" 2/7/2007 CITY OF ATLANTIC BEACH ? DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5828-Fax:247-5877 ELECTRICAL PERMIT _- PERMIT INFORMATION - - - -- LOCATION INFORMATION Permit Number: 24181 Address: 1838 OCEAN GROVE DRIVE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 i Class of Work: NEW Township: Range: Book: 20 Proposed Use: SINGLE FAMILY Lots):32 Block: Sectibn: ! Square Feet: Subdivision: Est.Value: Parcel Number: Improv. Cost: OWNER INFORMATION j Date-issued: 5/31/2002 Name: DAVID BELL& SHERI LAWHUN Total Fees: 50.00 Address: 1838 OCEAN GROVE DRIVE I Amount Paid: 50.00 _ ATLANTIC BEACH, FL 32233 Date Paid: 5/31/2002 , 00)00 0-0000 1 Work Desc: NEW 200AMPS --CONTRACTOR _s CATION FEES i BIVINS ELECTRIC CO.. 50.00 F f! � `x t ' � r '� ' a tiffs ;.•�� x , _ t NOTICE SPECTION I �,,,,�f-"ifiM1✓1W 3 i ,x..�r�,.3 BUILDING MATER! ttt � '. .. BLIC SPACE, AND MUST BE CLEARED ' O j "FAILURE TO COMPL LT IN THE PROPERTY OWNER PA ISSUED ACCORDING TO APPROVEQ i MIT AND SUBJECT TO REVOCATION + FOR VIOLATION OF APPLICABLE PROVIS k- M --i Oper: DSHITB Type: OC Draver' 1 �1 Date: 5/31/02 01 Receipt no: 62013 ATLANTIC BEACH B lLDI�DEPT- Cl 12IVIG !CHECKS 7156 550.00 Trans date: 5/31/02 Time: 16:27;34 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-30024063 Date 11/08/02 Property Address . . . . . . 1838 OCEAN GROVE DR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 165386 Owner Contractor ------------------------ ------------------------ LAWHUN, SHERI & BELL, DAVID ELITE HOMES INC 1838 OCEAN GROVE DR. ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . HULIHAN TERRITORY Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 .00 . 00 . 00 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. a �a BUILD NG OFFICIAL � oD2(4b � 3 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: GT t-c e_ r, U OWNER OF PROPERTY: i� ksurs• w.„, TEL. PLUMBING CONTRACTOR: �►,,�i 1�Gi r, � ,y t -�c3�,• Z h C CONTRACTOR'S ADDRESS: P u �° STATE LICENSE NUMBER: - � , r1 (� TEL. �,�;S i c) HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: X $7.00 +$35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR � __�_ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS—(904) 247-5826. ELITE HOMES, ING Robert Kosoy Public Works Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Mr. Kosoy, Thank you for taking the time to meet with us on Wednesday, October 9`". I have enclosed a revised copy of the drainage plan that we discussed at 1838 Ocean Grove Dive_. We will begin grading very soon and would appreciate a confirmation from you before we begin grading. I may be reached at 349-2803. Sincerely, f� Chris Lambertson Elite Homes, Inc. �ev�scd A'o �vp lher reduce adverseii�1 j.�ac� fQ 1�eiYh,6 •,,5 - Apptd [RREF-I CIV :OCT I a 2002 BY: Chris Lambertson 241.5251 Robert Olson 249-2431 • MAP SHOWING SURVEY OF: LOT 32, OCEAN GROVE UNIT NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA OCEAN GROVE DRIVE ,-,.1 '2. 1. g0' RIGHT—OF.-WAY 113 Il' (59.93' FIELD) FOUND 1/2.* IRON FOUND 1/2' iROPI PIPE (NO CAP) PIPE (NO CAP) S03�46/42„� 60.00 131.38' BY PLAuj T total rcx`i t2 Ia n W STS;PS. V) I /? 11.77' 1q CONCRETE . 13VIIl�tAU'TD MY ViATC� Revti.0 F N ^ 1” co 03 CNe to (tete," pial Q I Lo w N d N Ui Z SLOT 31 v 1. j LOT 33 W 00 ``. 4�Aa t Z ONE--STORY MASONRY +' GARAGE V I�'i C4ic✓,� u.If, FOUND 1/2* IRON NO3-46142"W 60.00' PIPE (NO CAP) LOT 36LOT 37 I LOT 38 I I NOTES: I ` 1. THIS IS A SPECIAL PURPOSE SURVEY TO SHOW LOCATION OF CONCRETE FOUNDATION. I 2. THERE ARE NO BUILDING RESTRICTION LINES AS PER PLAT. THIS SURVEY WAS MADE FOR THE BENEFIT OF t oc A01kinC AOC* DACCM nu 1R,r 4&9C-Trn, IlA1/C A. QLICDDI I AIA/LII IAI. DC/101 CC 1..4- u f ELITE HOMES, INC Robert Kosoy Public Works Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Mr. Kosoy, Thank you for taking the time to meet with us on Wednesday, October 9 . I have enclosed a revised copy of the drainage plan that we discussed at 1838 Ocean Grove Dive. We will begin grading very soon and would appreciate a confirmation from you N before we begin grading. I may be reached at 349-2803. Sincerely,, Chris Lambertson pJ Elite Homes, Inc. i Y Chris Lambertson 241-5251 Robert Olson 249-2431 MAP SHOWING SURVEY OF: LOT 32, OCEAN GROVE UNIT NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA 0 ROCEAN GROVE DRIVE ., 60' RIGHT—OF—WAY IZ;[ FIELD) j FOUND 1/2* IRON FOUND 1/Y IRON 60.00 PIPE (NO CAP) PIPE (NO CAP) •S03 46'�� 131.38' BY P LAT I I ` coNCREtE �► 3�t?tn a410 25- it C? l !2e. ! j t i'.r" 0 2.0! 1 I tj I a n 1 l 0 I o to aWc NLOT 3 —' Z ^y Z W LOT 33 d 11.� € ED ,ire. 00 ONE—STORY MASONRY I; GARAGE `�•46'42"W 60.00" FOUND 1/2` IRON NOd PIPE (NO CAP) LOT 36 I LOT 37 I LOT 38 I NOTES- 1.1. THIS IS A SPECIAL PURPOSE SURVEY TO SHOW IjOCATION OF CONCRETE FOUNDATION. t 2. THERE ARE NO BUILDING RESTRICTION LINES AS PER PLAT. THIS SURVEY WAS MADE FOR THE BENEFIT OF Y CCADIWIC ♦oe nscen nu ttdr ure-rrnd v nrnd,r i,� d..•.. IlA1/C J. CUCODI I A\AIUt MI. 0Cn0i CC J-4. CITY OF t at�c eo44& 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 -- TELEPHONE(904)247-5800 FAX (904)247-5805 SUNCOM 852-5800 DAT / 2� F�t�" J�-' � � , JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention:.� , Rough Electrical Inspections Dear Ccapje Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 73 y f + ERIIIIItINFORM TIO L CATION.tNFQRMATION . ..f.. pt . Permit Number: 24735 Address: 1838 OCEAN GROVE DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 20 Proposed Use: SINGLE FAMILY Lot(s):32 Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: : ,_..' 0 ftERINFORM. TCONs7,.7.��E 77 7 M Date Issued: 9/04/2002 Name: DAVID BELL& SHERI LAWHUN Total Fees: 65.00s: 1838 OCEAN GROVE DRIVE Amount Paid: 65.00 LANTIC BEACH, FL 32233 Date Paid: 9/04/2002 P 00 0,-0000 Work Desc: INSTALL HVW-".,*, NO O N FEE TROPIC HEATING AND I±R Y 65.00 k Mi w fl V HIMggyfg � w 5 e¢ o. NOTICE SPEC TIC NS USCI BE REQUESTED AT LEAST 24 HOURS lOR TO IN ECTION BUILDING MATERIAL, R BISH AND RIS FROMzTHlS.WORK MUST N E PLACED 1 UBLIC SPACE,AND MUST BE CLEARED UP A HAULED ` .EITHER CONTRACT "OWNER "FAILURE TO COMPLY HE NS T '`;L y N A N SULT IN THE PROPERTY OWNER PAYING F3 B L I S" ISSUED ACCORDING TO APPROVED PLANS WHI THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. IMre: Dom: 91M1v a mptCW: am > N6 1 465.4/ ATLANTIC BEACH BUI DIN 11 emu am at Trams dam: 9/M/42 Tire: 16:26:42 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections T, II,III, and IV. 1. Street Address: i&38 0 CEO ev r r- LOCATION OF Intersecting Streets:Between OCEAv G.a of And 9f BUILDING Sub-division II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical S Contractors _ ti Contractor(Print) 7i C 17 d^ 1,j Master Name of Property Owner Ir+'Mrs LC Signature of Owner Signature of Or Authorized Agent Architect or En ineer III. GENERAL INFURMAIMN A. .Type of heating fuel: B. Q---'Electric IS OTHER CONSTRUCTION BEING Dr ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? t� ❑ Oil ``__ tS Other—Specify Bir 7'y'51 t! I)fA1} NIF YES,GIVE NUMBER OF CON TRUCTION PERMIT 2 IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK t S' INSTALLED � Residential or _ Commercial ; ak'00 New Building (Provide complete list of components on back of this form) ❑ Existing Building ❑ Heat _Space _Recessed Central _Floor D Replacement of existing system ❑ Air Conditioning: Room �( ntral ❑ New Installation(No system previously installed) C1Duct System: Material tk ��Thickness "5 ❑ Extension or add-on to existing system Maximum capacity 600 cfsn CI - Specify ❑ Refrigeration ❑ Cooling tower. Capacity enm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Maalift_Escalator (Number) CI Gasoline pumps (Number) (Received) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufactur Capacity Approving Tons Agency MmtisF C %Y All 1�� L ' i tibWvL fly &- Pr-100-ti 1.5 V L 1Cft4,bRV.,yt qr,3,mrm RI-46 S v 2 r AS.AA 4 9ME0 ti HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH z 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 �., INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024898 Date 9/25/02 Property Address . . . . . . 1838 OCEAN GROVE DR Application description . . . REINSPECTION FEE Property Zoning . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ------------------------ WARREN, RICHARD E . ELITE HOMES INC. 1838 OCEAN GROVE DR. 77 19TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit REINSPECTION FEE Additional desc REINSPECTION FEE Permit Fee . . . . 15 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 15 . 00 15 . 00 . 00 . 00 Plan Check Total .00 . 00 . 00 . 00 Grand Total 15 .00 15 . 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. BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 r A` INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024931 Date 10/01/02 Property Address . . . . . . 1838 OCEAN GROVE DR Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ LAWHUN, DAVID & SHERI PRO-GAS CORP. 1838 OCEAN GROVE DR. 9378 ARLINGTON EXPWY. #30 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 721-5431 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . GAS PIPING & FIREPLACE Permit Fee . . . . 100 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 .00 100 .00 .00 . 00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 100 .00 100 .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. BUILbN 6PPICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I. Street Address: j939' QC60 G AOud 0A LOCATION OF Intersecting Streets:Between /8 Ty S 7 And 0 7 ' -S BUILDING Sub-division II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of oo ractice listed therein. Name of Mechanical (n�ff ff Contractors Contractor Print -PRO 9 AS (flO Master Name of Property D{ c vk A)%&j1idA Owner Signature of Owner o Signature of Or Authorized Agent Architect or En ineer III. GENERAL INFORMAT" A. Type of heating fuel: B. ❑ Electric IS OTHER CONSTRUCTION BEING DONE ON THIS Ur—Gas: .xP _Natural _Central Utility BUILDING OR SITE? LP S ❑ Oil ❑ Other–Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT v IV. MECHANICAL EQUIPMENT TO BE NATURE O�WORK INSTALLED l�Residential or Commercial }/New Building (Provide complete list of components on back of this form) ❑ Existing Building ❑ Heat _Space _Recessed —Central _Floor acement of existing system C3Air Conditioning: Room Central New Installation(No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity cfin ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity gpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers A � �`/ ®Other–Specify .S TD! � Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving 40 BT Agency �c Ira C.. u AA 624� TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 4 ELITE .BIOMES, .ING June 14, 2002 Robert Kosoy Director Public Works City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Mr. Kosoy, Thank you for taking the time to meet with us regarding the new construction at°� ; : gYeVrive. We currently have an approved building permit with the drainage of the`lot'all flowing toward Ocean Grove Drive. If we were to drain all the water towards Ocean Grove it would require at least 2.5 feet of fill above the current grade in the back of the lot. During our meeting, we suggested a plan that would be better for the neighborhood. Our recommendation is to slope the lot at about the midway point with half the lot draining toward Ocean Grove and half the lot-draining west. Currently, all the water drains to the rear of the lot, so this proposal would decrease the current problem by 50% (see enclosed survey). In addition, our approved plan uses driveway ribbons instead of a solid driveway, which should absorb some of the direct runoff. We would welcome any suggestions that you may have. We appreciate and value the opportunity to work with the City of Atlantic Beach. Sincerely, anl0k,dt4k- Chris Lambertson President, Elite Homes, Inc. Cc: Don Ford, Building Official City of Atlantic Beach Dave Bell, owner Cbrls Lambertson 241-5251 • Robert Olson 249-2431 r ` P 3 P QCT t4i�o � ---------------- ELITE HOMES, ING July 12, 2002 1 JJ Robert Kosoy VC U Director Public Works 1 City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Mr. Kosoy, I have revised the survey with the drainage directions and points of elevation sloping towards the rear of the lot. This should resolve any remaining questions. Please fell free to call me at 349-2803, if you need anything. Sincerely, „ Chri ambertson i President, Elite Homes, Inc. Cc: Don Ford, Building Official City of Atlantic Beach Dave Bell, owner 0k 7/_30/0 z See 17a yes an /an-,; Cbris Lambertson 241-5251 Robert Olson 249-2431 g � �,.lC.(`..et"•'J `f��d It v ! / ELITE HOMES INC. July 12, 2002 Robert Kosoy Director Public Works City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Mr. Kosoy, I have revised the survey with the drainage directions and points of elevation sloping towards the rear of the lot. This should resolve any remaining questions. Please fell free to call me at 349-2803, if you need anything. Sincerely, Chris ambertson President, Elite Homes, Inc. Cc: Don Ford, Building Official City of Atlantic Beach Dave Bell, owner Chris Lambertson 241-5251 • Robert Olson 249-2431 i ELITE HOMES, ING a L June 14, 2002 Robert Kosoy Director Public Works City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Mr. Kosoy, Thank you for taking the time to meet with us regarding the new construction at 1838 Ocean Grove Drive. We currently have an approved building permit with the drainage of the lot all flowing toward Ocean Grove Drive. If we were to drain all the water towards Ocean Grove it would require at least 2.5 feet of fill above the current grade in the back of the lot. During our meeting, we suggested a plan that would be better for the neighborhood. Our recommendation is to slope the lot at about the midway point with half the lot draining toward Ocean Grove and half the lot-draining west. Currently, all the water drains to the rear of the lot, so this proposal would decrease the current problem by 50% (see enclosed survey). In addition, our approved plan uses driveway ribbons instead of a solid driveway, which should absorb some of the direct runoff. We would welcome any suggestions that you may have. We appreciate and value the opportunity to work with the City of Atlantic Beach. Sincerely, Chris Lambertson - President, Elite Homes, Inc. Cc: Don Ford, Building Official City of Atlantic Beach �'� n Dave Bell, owner r 54q 7 Cbrts Lambertson 241-5251 Robert Olson 249.2431 C'c' D 0", 50•, i ELITE HOMES, ING 1i June 14, 2002 Robert Kosoy Director Public Works City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Mr. Kosoy, Thank you for taking the time to meet with us regarding the new construction at 1838 Ocean Grove Drive. We currently have an approved building permit with the drainage of the lot all flowing toward Ocean Grove Drive. If we were to drain all the water towards Ocean Grove it would require at least 2.5 feet of fill above the current grade in the back of the lot. During our meeting, we suggested a plan that would be better for the neighborhood. Our recommendation is to slope the lot at about the midway point with half the lot draining toward Ocean Grove and half the lot-draining west. Currently, all the water drains to the rear of the lot, so this proposal would decrease the current problem by 50% (see enclosed survey). In addition, our approved plan uses driveway ribbons instead of a solid driveway, which should absorb some of the direct runoff. We would welcome any suggestions that you may have. We appreciate and value the opportunity to work with the City of Atlantic Beach. Sincerely, Q Chris Lambertson President, Elite Homes, Inc. Cc: Don Ford, Building Official City of Atlantic Beach Dave Bell, owner 54q- n Cbris Lambertson 241-5251 Robert Olson 249-2431 Cc = n0/1 Sco'i a R 41 EC F1 IE; City of Atlantic Beach• 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• FAX (904)247-5805• http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE LS//�7-- JOB ADDRESS 6,2700f— �a&a APPLICANT D-4tA2 f t.►' L.9u�hu.�U ADDRESS /gs;3 1-v' aN PHONE: LEGAL DESCRIPTION: BLOCK NUMBER Q0AA'0 J LOT NUMBER ZONING DISTRICT CONTRACTOR AA e_5 STATE LICENSE NUMBER CES - CCS 5xjc1 Q ADDRESS X77 Al 3z--30 PHONE 3�/`/— 0300 CITY IW"L STATE _ ZIP 3ZO-33 FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE 132/A ¢ A/ecJ �iaul� f joys� PRESENT USE OF LAND OR BUILDINGS) , r VALUATION OF PROPOSED CONSTRUCTION 150,)40 Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) 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 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STET 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 02/28/02 STEP 3. Please submit 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 Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. Current survey showing the property boundary with bearings and distances and the legal description. �2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3 Existing and/or proposed driveways. ✓4. If required by the Department of Public Works,a pre-construction topographical survey. AIJJ� ,, Any significant environmental features,including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INF RMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE Z aZ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WELL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. j SIGNATURE OF CONTRACTOR / 1 LCi — DATEZ ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION/.-j (PLEASE PRINT) NAME L A P t 5 ,b,er'13 W J MAILING ADDRESS '0-'-77 10 J4 A -Qw&, Et 3Z-Z 33 PHONE �I'Z$D 3 FAX Z q 1– O 1 y G E-MAIL tiles SWORN AND SUBSCRIBED BEFORE ME THIS 6;1-� DAY OF STATE OF FLORIDA,COUNTY OF DUVAL pY.� . DOROTHYA MCDOwELL NOTARY'S SIGNATURE MY COMMISSION#CC 887766 'nom. EXPIRES:November 22,2003 9ondod Thru Nobly PubMc Urderw+itere AS TO Personally known ❑ Produced identification Type of identification produced 0ti�lllllitllliJlJgJ��' •�,�Jest5, � 9 'jbQc AS TOoershally known Produced identification ,o t• #CC764999 ;' :; 9� • oBType of identification produced ondedV\ c� 02/28/02 ��AUByFa.Insua'C<� Q � Oq—tq—C ST R��,,;, . `/ JJlI J/f 11114"`'�` .. P 7 NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending.upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area. WATER IMPACT FEE WORK SHEET 9 QCc �i 6 2 0 t1 S r ADDRESS: f _ l�C DRAINAGE FIXTURE UNITjCl51' Qa,r� FIXTURE TYPEVALUE AS LOAD FIXTURES UNITS �i K7�tro Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Z Z Bathroom group consisting.of water closet, lavatory., J bidet, and bathtub or shower 6 { Bathtub (with or without overhead shower or whiripool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 �y Dishwashing machine, domestic 2 Drinking fountain t t t yt 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2.compartments) 2 is Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet,'private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS MULTIPLIED x 20 TOTAL$ Q 4 - CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 'PERMIT INFORMATION �^ LOCATION INFORMATION j. Permit Number: 24063 Address: 1838 OCEAN GROVE DRIVE — Permit Type: BUILDING ATLANTIC.BEACH, FL 32233 Class of Work: NEW Township:- Range: Book: 20 Proposed Use: SINGLE FAMILY Lots):32 Block: Section. j Square Feet: Subdivision: i Est. Value: Parcel Number; �. Improv. Cos#: 168,386,00 OWNER INFORMATION - Date Issued: 5/10/2002 Name: DAVID BELL& SHERI LAWHUN i Total Fees: 1,317:04 Address: 1838 OCEAN GROVE DRIVE { Amount Paid: 1 317:04 ATLANTIC BEACH, FL 32233 Date Paid 5/10/2002 Phone: ..(000)000-0000 : Work Desc: REBUILD NEW HOME RETAINING GARAGE- RADON 1389 SC HG 2618: I CONTRACTORS . APPLICATION FEES [E�IJITEHOJMES, INC. PERMIT 1,002.00 WATER IMPACT FEE 26000 H,R S 6:60 0.35 «� -�. �• - � 35.00 1.31 jp- ga . � r - z.^J.`arm"•a.-i.�sx.�;.. ' "�`,.L��s ,��"� �ne� ' ��' 1 +.`v'F -""*G". t'� `tw -�E. ',�.. �+"Si a� ap. Y :.—•!-�• :.y3'M�. --i. t'-^'_yr h - .tom �. +r. '"' m ,� �' - r�€;t+. z�.,p�' ter,-a�`,"'. s:-�-?`!. s 1^•'°shn d ��' :y�'�tl s�c, T,r- i 1,. yiL+ �.�}' i h ' ION BUILDING MATE } .. 4- � �rx y �. t�TI 1t �RIS1 � 1. SPACE.AND . MUST BE CLEARED . - 1I OTIT f - "FAILURE TO CC v {{ PROPERTY 0v4NE l-IE'. ISSUED ACCORDING TO JET,T TO REVt}CATiO"� FOR VIOLATION OF APPLI ,- - Mer': #` ITI§ Ty f 3�rauer: 1 . A�t &� eivt: :. 61743 IFIRNI7S-I I ING . i. .ATEA IC BEA H UI L NG DEPT: AN GROVE-DR' II �- 17 $1317.94 . i 6 O BELL RESIDENCE I HVAC LOAD ANALYSIS for i i Elite Homes I 25 27th Ave South Jacksonville Beach, FL 32250 Ii I tejoftwq I e i i i RHARESI ENTIAL . HVAC LOADS Prepared By: Jeri Boxx a <+ +r ^4 * d Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard ' Neptune Beach, FL 32266 t (504)249-8251 04-02-02 :3 I I I RLIVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ccean State Htg&AIC Bell Residence Neptune Beach, FL 32266-1798 04-02-02 Page 2 Project Summary Project: Bell Residence Company: Ocean State Heating &Air Conditioning Client: Elite Homes Representative: Jeri Boxx Address: 25 27th Ave South Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32250 City: Neptune Beach, FL 32266 Phone: 241-5251 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Bell Residence Reference City: Jacksonville, Florida Daily Temperature Range: Medium " Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 2,090 CFM per square foot: 0.951 Square feet of room area: 2,198 Square feet per ton: 442.155 Building Loads Total heating required with outside air: 56,328 Btuh 56.328 MBH Total sensible gain: 45,933 Btuh 90 % Total latent gain: 5,326 Btuh 10 % Total cooling required with outside air: 51,259 Btuh 4.272 Tons (based on sensible + latent) 4.971 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,April 12,2002 R&VAC -Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Bell Residence Neptune Beach, FL 32266-1798 04-02-02 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 399 13,022 0 16,344 16,344 80 Glass Door Double Clear Glass Metal Frame 184 6,004 0 8,814 8,814 91 French Door Double Clear Glass Metal Frame 66 2,240 0 1,964 1,964 12C Wall R-11 + 1/2" Gypsum(R-0.5) 2,192 8,879 0 4,853 4,853 16G Ceiling R-30 Insulation 1,389 2,062 0 2,062 2,062 22A Slab on Grade No Edge Insulation 202 7,364 0 0 0 Subtotals for structure: 4,432 39,571 0 34,037 34,037 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 , Ductwork: 0 2,684 0 4,177 4,177 Infiltration: Winter CFM: 284.6, Summer CFM: 126.5 649 14,073 4,406 2,919 7,325 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 45,933 Temperature Swing Multiplier: X1.00 Building Load Totals: 56,328 5,326 45,933 51,259 Check Figures Total Building Supply CFM: 2,090 CFM per square foot: 0.951 Square feet of room area: 2,198 Square feet per ton: 442.155 Building Loads Total heating required with outside air: 56,328 Btuh 56.328 MBH Total sensible gain: 45,933 Btuh 90 % Total latent gain: 5,326 Btuh 10 % Total cooling required with outside air: 51,259 Btuh 4.272 Tons (based on sensible + latent) 4.971 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,April 12,2002 RWAC -Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Bell Residence Neptune Beach, FL 32266-1798 04-02-02 Page 4 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 201 6,559 0 5,919 5,919 80 Glass Door Double Clear Glass Metal Frame 184 6,004 0 8,814 8,814 91 French Door Double Clear Glass Metal Frame 66 2,240 0 1,964 1,964 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1,364 5,526 0 3,019 3,019 16G Ceiling R-30 Insulation 580 861 0 861 861 22A Slab on Grade No Edge Insulation 202 7,364 0 0 0 Subtotals for structure: 2,597 28,554 0 20,577 20,577 Active People: 2 0 460 600 1,060 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,892 0 2,551 2,551 Infiltration: Winter CFM: 187.5, Summer CFM: 83.3 451 9,273 2,903 1,923 4,826 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 28,051 Temperature Swing Multiplier: X1.00 System Load Totals: 39,719 3.363 28,051 31,414 Check Figures Supply CFM: 1,276 CFM per square foot: 0.919 Square feet of room area: 1,389 Square feet per ton: 457.537 System Loads Total heating required with outside air: 39,719 Btuh 39.719 MBH Total sensible gain: 28,051 Btuh 89 % Total latent gain: 3,363 Btuh 11 % Total cooling required with outside air: 31,414 Btuh 2.618 Tons (based on sensible + latent) 3.036 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,April 12,2002 RHVAC -Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ccean State Htg&A/C Bell Residence Neptune Beach, FL 32266-1798 04-02-02 Page 5 System #2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 198 6,463 0 10,425 10,425 12C Wall R-11 + 1/2" Gypsum(R-0.5) 828 3,353 0 1,834 1,834 16G Ceiling R-30 Insulation 809 1,201 0 1,201 1,201 Subtotals for structure: 1,835 11,017 0 13,460 13,460 Active People: 2 0 460 600 1,060 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 0 0 Ductwork: 0 792 0 1,626 1,626 Infiltration: Winter CFM: 97.1, Summer CFM: 43.1 198 4,800 1,503 996 2,499 Ventilation: Winter CFM: Q.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 17,882 Temperature Swing Multiplier: X1.00 System Load Totals: 16,609 1,963 17,882 19,845 Check Figures Supply CFM: 814 CFM per square foot: 1.006 Square feet of room area: 809 Square feet per ton: 418.027 System Loads Total heating required with outside air: 16,609 Btuh 16.609 MBH Total sensible gain: 17,882 Btuh 90 % Total latent gain: 1,963 Btuh 10 % Total cooling required with outside air: 19,845 Btuh 1.654 Tons (based on sensible + latent) 1.935 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,April 12,2002 RFfVAC-Residential 8 Light Commercial HVAC Loads Program Elite Software Development,Inc. Ccean State Htg&A/C Bell Residence Neptune Beach,FL 32266-1798 04-02-02 Page 6 Room Load Summary Reports System #1 Room Load Summary Htg Htg Run Run Clg Cig Cig Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 4 BedRm 196 7,973 104 0-0 0 3,912 758 178 1.35 240 178 3 5 Bath 3 90 3,117 41 0-0 0 1,409 200 64 1.18 76 64 6 Kitchen 170 2,093 27 0-0 0 3,528 77 161 1.00 161 161 7 Dining 268 6,075 79 0-0 0 3,034 592 138 1.40 193 138 8 Bath 2 100 1,178 15 0-0 0 443 51 20 1.00 20 20 9 BedRm 150 3,857 50 0-0 0 2,142 404 97 1.35 132 97 2 10 Foyer 63 689 9 0-0 0 197 0 9 1.00 9 9 11 GrtRm 352 14,737 192 0-0 0 13,386 1,281 609 1.25 761 609 System 1 1389 39,719 516 28,051 3,363 1,276 1,592 1,276 Totals Main Trunk Size: 14x16 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Stuh Btuh Stuh Net Required: 2.618 89%/11% 28,051 3,363 31,414 Recommended: 3.036 77%/23% 28,051 8,379 36,430 System #1 Equipment Data Heating System Cooling System Friday,April 12,2002 M4,VAC-Residential&Light Commercial HVAC Loads Program � Elite Software Development,Inc. Ocean State Htg&A/C Bell Residence Neptune Beach, FL 32266-1798 04-02-02 Page 7 Room Load Summary Reports System#2 Room Load Summary Htg Htg Run Run Clg Clg Cig Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Master 352 10,202 133 0-0 0 10,580 1,477 481 1.25 602 481 Bedroom 2 Master 242 3,182 41 0-0 0 2,815 228 128 1.25 160 128 Bath 3 Loft 215 3,225 42 0-0 0 4,487 258 204 1.00 204 204 System 2 809 16,609 216 17,882 1,963 814 966 814 Totals Main Trunk Size: 12x12 in. System #2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.654 90%/10% 17,882 1,963 19,845 Recommended: 1.935 77%/23% 17,882 5,341 23,223 Friday,April 12,2002 FORM 60OA-2001 h FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Bell Residence Builder: Elite Homes Address: 1838 Ocean Grove Drive Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:28.0 kBtu,hr - 3. Number of units,if multi-family 1 - SEER: 12.20 _ 4. Number of Bedrooms 3 - b. Central Unit Cap: 18.8 kBtu hr - Is this a worst case'? No - SEER: 12.00 6. Conditioned floor area(ftp) :198 ft= c. NiA 7. Glass area&type - a. Clear-single pane 0.0 ft' I 13. Heating systems - i b. Clear-double pane 649.0 it= _ a. Electric Heat Pump Cap:29.2 kBtu hr - c. Tint/other SHGC-single pane 0.0 ft= _ HSPF:7.50 d.Tinvother SHGC-double pane 0.0 ft= b. Electric Heat Pump Cap: 17.8 kBtu'hr - i S. Floor types _ 'I HSPF:7.50 _ a. Slab-On-Grade Edge Insulation R=0.0,202.0(p)ft - c. N/A _ b.N/A c. N/A 1 la. Hot water systems 9. Wall types _ a. Electric Resistance Cao: 50.0 gallons _ a. Frame.Wood, Exterior R=11.0.2192.0 ft- EF: 0.92 b.N%p, _ b. N/A - ' c. N;A d.NiA c. Conservation credits i e. N,A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0. 14, tt 7.0 ' - 15. HVAC credits MZ C,CF, MZ-H - b.NIA - (CF-Ceiling fan,CV-Cross ventilation, c. N,A HF-Whole house fan, j 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0.25.0 ft MZ-H-Multizone heating) Total as built points: 30950 PASS n c c Glass/Floor Area: 0.30 Total base points: 30972 I-/-��7�7 I hereby certify that the plans and specifications covered Review of the plans and by this calculation ar � ��?mpliancehthe Florida specifications covered by this 4'SHESTgT�O Energy Code. Gi calculation indicates compliance OCean State HVAC with the Florida Energy Code. PREPARED Y: Before construction is completed DATE: -1;2 --O 2 this building will be inspected for compliance with Section 553.908 I hereby certify that this buil g, as design d, is in eoD compliance with the Flori a y C Florida Statutes. j OWNER/AGENT: 17BUILDING OFFICIAL: I DATE: t DATE: EnergyGauge®(Version: FLRCPB x3.21) FORM 60OA-2001 SUMMED CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1838 Ocean Grove Drive, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points 18 2198.0 20.04 7928.6 Double, Clear W 2.0 6.0 30.0 36.99 0.85 945.4 Double, Clear S 2.0 6.0 30.0 34.50 0.78 806.4 Couble, Clear E 2.0 3.0 6.0 40.22 0.63 151.8 Couble, Clear E 2.0 5.5 14.0 40.22 0.83 465.6 Couble, Clear W 1.0 4.0 18.0 36.99 0.91 608.1 Double, Clear N 1.0 4.0 9.0 19.22 0.94 162.4 Couble, Clear E 1.0 4.0 18.0 40.22 0.91 660.8 Double, Clear S 1.0 4.0 9.0 34.50 0.86 265.8 Couble, Clear W 2.0 3.0 12.0 36.99 0.64 282.7 Double, Clear W 2.0 4.0 6.0 36.99 0.73 162.0 Couble, Clear W 2.0 3.0 6.0 36.99 0.64 141.3 Couble, Clear N 2.0 3.0 6.0 19.22 0.78 89.6 Couble, Clear E 2.0 4.5 14.0 40.22 0.77 431.9 Couble, Clear E 2.0 5.5 14.0 40.22 0.83 465.6 Couble, Clear N 2.0 3.0 6.0 19.22 0.78 89.6 Double, Clear N 2.0 7.0 36.0 19.22 0.92 636.7 Double, Clear S 8.0 8.7 46.0 34.50 0.53 844.3 Couble, Clear N 2.0 6.0 8.0 19.22 0.90 138.6 Double, Clear S 13.5 8.7 23.0 34.50 0.47 372.9 Couble, Clear N 2.0 6.0 12.0 19.22 0.90 207.9 Couble, Clear SW 8.0 8.7 92.0 38.46 0.51 1791.1 Couble, Clear N 2.0 15.0 8.0 19.22 0.99 152.1 Couble, Clear N 2.0 2.5 6.0 19.22 0.75 85.9 Couble, Clear E 2.0 3.0 6.0 40.22 0.63 151.8 Double, Clear S 27.0 7.0 15.0 34.50 0.43 223.5 Double, Clear W 2.0 17.7 92.0 36.99 0.99 3385.3 Couble, Clear S 2.0 16.0 36.0 34.50 0.98 1216.3 Double, Clear E 7.0 7.0 18.0 40.22 0.52 374.9 Couble, Clear E 7.0 8.7 20.0 40.22 0.57 461.3 Double, Clear E 7.0 8.7 18.0 40.22 0.57 415.2 Couble, Clear E 7.0 2.0 6.0 40.22 0.36 86.1 Couble, Clear S 2.0 2.5 9.0 34.50 0.55 171.8 As-Built Total: 649.0 16444.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 11.0 2192.0 1.70 3726.4 Exterior 2192.0 1.70 3726.4 Base Total: 2192.0 3726.4 1 As-Built Total: 2192.0 3726.4 EnergyGauge®DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1838 Ocean Grove Drive, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1389.0 1.73 2403.0 Under At',ic 30.0 1437.0 1.73 X 1.00 2486.0 Base Total: 1389.0 2403.0 As-Built Total: 1437.0 2486.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 202.0(p) -37.0 -7474.0 Slab-On-Grade Edge Insulation 0.0 202.0(p -41.20 -8322.4 Raised 0.0 0.00 0.0 Base Total: -7474.0 As-Built Total: 202.0 -8322.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 2198.0 10.21 22441.6 2198.0 10.21 22441.6 Summer Base Points: 29025.6 Summer As-Built Points: 36776.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 36776.3 0.598 (1.090 x 1.147 x 1.1 1) 0.280 0.902 7014.8 36776.3 0.402 (1.090 x 1.147 x 0.91) 0.284 0.902 4788.4 29025.6 0.4266 12382.3 36776.3 1.00 1.263 0.282 0.902 11802.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeEiFlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1838 Ocean Grove Drive, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 2198.0 12.74 5040.5 Double, Clear W 2.0 6.0 30.0 10.77 1.04 336.5 Double, Clear S 2.0 6.0 30.0 4.03 1.25 151,4 Double, Clear E 2.0 3.0 6.0 9.09 1.18 64,5 Double, Clear E 2.0 5.5 14.0 9.09 1.07 136.1 Double, Clear W 1.0 4.0 18.0 10.77 1.02 198.3 Double,Clear N 1.0 4.0 9.0 14.30 1.00 129.0 Double, Clear E 1.0 4.0 18.0 9.09 1.04 169.4 Double, Clear S 1.0 4.0 9.0 4.03 1.12 40.5 Double, Gear W 2.0 3.0 12.0 10.77 1.12 144.7 Double, Clear W 2.0 4.0 6.0 10.77 1.08 70.0 Double, Clear W 2.0 3.0 6.0 10.77 1.12 72.4 Double, Clear N 2.0 3.0 6.0 14.30 1.01 87.0 Double, Gear E 2.0 4.5 14.0 9.09 1.10 139.7 Double,Gear E 2.0 5.5 14.0 9.09 1.07 136.1 Double, Clear N 2.0 3.0 6.0 14.30 1.01 87.0 Double, Clear N 2.0 7.0 36.0 14.30 1.00 516.7 Double, Clear S 8.0 8.7 46.0 4.03 2.60 482.3 Double, Clear N 2.0 6.0 8.0 14.30 1.00 115.0 Double, Clear S 13.5 8.7 23.0 4.03 3.31 307.1 Double, Clear N 2.0 6.0 12.0 14.30 1.00 172.4 Double, Clear SW 8.0 8.7 92.0 7.17 1.55 1024.9 Double, Clear N 2.0 15.0 8.0 14.30 1.00 114.4 Double, Clear N 2.0 2.5 6.0 14.30 1.02 87.2 Double,Clear E 2.0 3.0 6.0 9.09 1.18 64.5 Double, Clear S 27.0 7.0 15.0 4.03 3.66 221.3 Double, Clear W 2.0 17.7 92.0 10.77 1.00 992.1 Double, Clear S 2.0 16.0 36.0 4.03 1.00 145.1 Double, Clear E 7.0 7.0 18.0 9.09 1.29 210.4 Double, Clear E 7.0 8.7 20.0 9.09 1.23 223.3 Double, Clear E 7.0 8.7 18.0 9.09 1.23 201.0 Dcuble,Clear E 7.0 2.0 6.0 9.09 1.51 82.2 Double,Clear S 2.0 2.5 9.0 4.03 2.38 86.3 As-Built Total: 649.0 7008.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 11.0 2192.0 3.70 8110.4 Exterior 2192.0 3.70 8110.4 Base Total: 2192.0 8110.4 1 As-Built Total: 2192.0 8110.4 EnergyGauge®DCA Form 60OA-2001 EnergyGauget/FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1838 Ocean Grove Drive, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1389.0 2.05 2847.4 Under Attic 30.0 1437.0 2.05 X 1.00 2945.8 Base Total: 1389.0 2847.4 As-Built Total: 1437.0 2945.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 202.0(p) 8.9 1797.8 Slab-On-Grade Edge Insulation 0.0 202.0(p 18.80 3797.6 Raised 0.0 0.00 C 0 Base Total: 1797.8 As-Built Total: 202.0 3797.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 2198.0 -0.59 -1296.8 2198.0 -0.59 -1296.8 Winter Base Points: 16499.3 Winter As-Built Points: 20565.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 20565.8 0.621 (1.069 x 1.169 x 1.10) 0.455 0.950 7C00.1 20565.8 0.379 (1.069 x 1.169 x 0.93) 0.455 0.950 4267.2 16499.3 0.6274 10351.7 20565.8 1.00 1.268 0.455 0.950 11267.3 EnergyGaugeTM DCA Form 60OA-2001 Energy Gauge®/FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1838 Ocean Grove Drive, Atlantic Beach, FL, 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 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12382 10352 8238 30972 11802 11267 7880 30930 PASS 009E sT4T�o� EnergyGaugeTM DCA Form 60OA-2001 Erie rgyGaugeu FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1838 Ocean Grove Drive, Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS I SECTION REQUIREMENTS FOR EACH PRACTICE ! CHECK; Exterior Windows& Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft. door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility i, penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to,the foundation to the ton plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed o the perimeter, penetrations and seams. " Ceilings j 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor;around shafts,chases, soffits.chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.12.4 Type iC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with <2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 �ir barrier on perimeter of floor cavity between`cors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers;combustion space heaters comply with NEPA, I have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools& Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pooh heaters must have a minimum thermal efficiencv of 7891o. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallonsper minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se orate readil accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Commcn ceiling& floors R-11. EnergyGaugeTm DCA Form 60OA-2001 Energy Gauge®/FlaRES'2001 FLRCPB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.5 The higher the score,the more efficient the home. 1838 Ocean Grove Drive, Atlantic Beach, FL, I. New construction or existing New 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:28.0 kBtu hr _ 3. Number of units, if multi-family 1 SEER: 12.20 _ 4. Number of Bedrooms 3 b. Central Unit Cap: 18.3 kBtuJhr _ 5. Is this a worst case? No _ SEER: 12.00 _ 6. Conditioned floor area(ft=) 2198 ft= c. N/A 7. Glass area&tvpe _ a. Clear-single pane 0.0 tt' _ 13. Heating systems b. Clear-double pane 649.0 ft' _ a. Electric Heat Pump Cap: 29.2 kBtu/hr - e. Tint/other SHGC-single pane 0.0 ft= _ HSPF: 7.50 _ d. Tinvother SHGC-double pane 0.0 ft= b. Electric Heat Pump Cap: 17.8 kBtu/hr S. Floor types - HSPF:7.50 _ a. Slab-On-Grade Edge Insulation R=0-0,202.0(p)ft _ c. N/A b. N/A c. N/A 1-1. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Frame.Wood,Exterior R=11.0,2192.0 ft= _ EF:0.92 _ b. N/A _ b. N/A _ c. N/A d. NIA _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1437.0 W _ 15. HVAC credits MZ-C,CF,MZ-H _ b. N/A (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) I certifv that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) C,-TMS0. in this home before final inspection. Otherwise, a new EPL Display Card will be completed ti , = 0 based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: ODWE �� '<NOTE: Tite home's estimated energy performance score is only available through the FLAIRES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater(or 86 jor a US EPAIDOE EnergyStarT'Wdesignation), your home may qualify for energy efficiencv mortgage (EEL/) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge tiveb site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-182.1. EnergyGaugeJ(Version: FLRCPB v3.21) FLOODPLAIN DEVELOPMENT INFORMATION Location:: of J 2- L'c, u 6-i&v Type of Development: S N�I-e_ Flood Zone: Required Lowest Floor Elevation: x 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. COMNIENTS: 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 development. Date 513161- Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative RESIDENTZAL_HEc"_KLIST FOR ONE & TWO FAMILY DWELLINGS NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY AND DETAIL - (FBC 1104 .2 .11 PLANS "EXAMINER:- J �O DATE: l OWNER: , 3FL j_rNE%2( /40 0j PERMIT NUMBER: CONTRACTOR: TF_ PHONE NUMBER: 3 y� - '2-Lo 3 { CIRCLE ) I. Survey: I. Is a specific purpose survey submitted? Yes 4c2. Is correct Flood Zone shown? Yee No N/A 3. Are existing grade elevations shown for structures located in an "A" or "V" zone? Yes No N/A ✓ 4. On lots in multiple flood zones, are flood zone lines indicated? Yes No N/A ✓ 5. Is property in a flood way? Yes No✓iiJA' 6. Is flood way line shown? Yes No t/A IZ. Site Plan: (FBC 104.2.4] �/ 1. Is site Plan submitted? Yes 'No N/A 2. Is North arrow shown? Yes N/A 3. Is lot width and length shown? Yes 0,60 N/A 4. Is structure shown on site plan with all setback dimensions? Yee&�4o N/A S. Does structure layout match the floor plan? Yea;/No N/A 6. Are drainage/storm water run-off requirements noted? Yes ;�o N/A 7. Are all easements shown? Yes..,,ONO N/A 9. • Is proposed driveway shown? Yes VVo N/A 9. Is landscape and irrigation layout shown? Yes NOV-NIA 10. Is septic tank and drain field location shown? Xes No N/A✓`� 11. Is L.P. gas tank k size shown? Yee No N/A III. structure Code Compliance: I. Are plans sealed by architect or engineer7 Yes o N/A A. Are structural calculations submitted? Yee tooNo N/A 2. Is correct wind speed shown? (FBC Figure 1606) Yeaw"'00 N/A 3 . Is exposure category shown? [FBC 1606.1.91 YesZ'/ ' N/A 4. Is Importance Factor shown per F8C Table 1606? Yes o N/A 5. Are pressures for wind loading on components and cladding shown per FBC 1606.2.57 Yes✓oto N/A 6. Does structure meet requirements of FBC Table 500 for number of stories and allowable area? Yee o N/A 7. Does structure meet Fire Resistance Ratings of FSC Table 600 for structural elements? Yes./No N/A 9. Are plans designed per SSTD 10-997 Yes No N/A✓ A. Are all appropriate charts and tables shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A --"- 1 RESIDENTIAL CHECKLIST (Continued) III. Structure Code Compliance. (Continued) 9. Are plans designed per "Guide to Concrete Masonry Residential Construction in Hiah�Wind Areas"? Yes✓No N/A A. Are all appropriate charts and tables shown? ye0 VNpp N/A B. Are all appropriate requirements circled or highlighted? Yes v70 N/A 10. Are plans designed per "WPPC Guide to Wood Construction in High Wind Areas"? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A il. Are plans designed per "AF 6 PA Wood Frame Construction Manual for One- and Two-Family Dwellings, High wind Edition"? Yes No N/A r A. Are all appropriate charts and tables shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A IV. Energy Code Information: 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? [FBC 13-6001 Yee.✓No N/A 2. Does conditioned square feet area on plans match square feet shown on energy forms? Yes4-/No N/A 3. Is the "R" value between common walls shown? [FBC 13-602.1.ABC.1.1) Yes --NO N/A 4. Is the "R" value for added insulation on exterior walla shown? Yes,.,No N/A 5. Is the "R" value for ceilings shown? IFBC 13-604,1.ABC.13 Yes"j;o N/A 6. Is the "R" value for raised floors shown? [FBC 13-6051 Yee Ao N/A 7 . Are Energy Credits Claimed? Yee No N/A A. Attic Radiant Barrier Credit (FEC 13-607.1.A.41 Yes wwo N/A B. white Roof Credit (FBC 13-607.1.A.5) Yes P vO/A C. Programmable Thermostat Credit [FBC 13-600.2.A.3.51 Yes^o N/A V. Foundation Plan: I. Are all footings shown, including interior bearing walls, column pads and concentrated loads? Yes ao N/A 2, Are all locations of vertical reinforcement and anchor bolts shown? Yes 4b.;o N/A 3. Are all elevation changes in slab shown? Yee ✓ N/A 4. Is minimum concrete PSI shown? Yes o N/A S. Is slab reinforcement shown? YesN/A A. wire mesh size and gauge? Yes No N/A B. Fibermesh reinforcement? Yea No N/A '� 6. Is vapor barrier, minimum 6 mil. shown? (FBC 1909.23 Yes No N/A 7. Is minimum slab on grade thickness shown? (FBC 1909.11 Yes�/No N/A 8. Is type of soil treatment for termites shown? (FBC 18163 Yes✓N� N/A 9. Is perimeter slab reinforcement shown? [SSTD 10-991 Yes c o N/A 1yQ. Do plans show bottom of foundation minimum of 12" below / • finish grade? [FBC 1804.1.31 Yes"/No N/A 11. Do plans show concrete footings have a specified compressive strength of not less than 2500 PSI at 28 days? [FBC 1804.5.11 Yesr✓No N/A 12. If pile foundation shown, is Sealed Soils Report submitted? [FBC 1805.1] Yes✓No N/A 13. Does plan indicate "No Wood Grade Stakes Permitted"? Yes No N/A 2 PESIDENTIAL CHECKLIST (Continued) VI. Typical Wall Section: 1. Is finished grade shown? Yes 40 N/A 2. Is minimum floor elevation shown? Yes 4o N/A A. Minimum 6" above adjacent grade? Yes-&.-,to N/A B. Minimum-I.9.:-Abgve crown of road or drainage plan submitted? Yes No N/A� C. Flood protection elevation? Yes No N/A D. Base flood elevation? Yes No N/A ✓ 3. Is minimum footing depth beneath finished grade shown? � � [FBC 1804.1.31 Yes VNpp N/A 4 . Are all footing sizes shown? Yes Xo N/A 5. Are all horizontal reinforcements shown? Yes N/A A. Number and size of reinforcement? Yes �.1Qq N/A B. Minimum lap? ' Yes =o N/A 6. Is vertical reinforcement shown? Yes No N/A 7. Are minimum 3" X 4" clean-out and inspection openings shown? Yes No N/A Y/ 8. Masonry construction. A. Is exterior wall finish shown? Yes No N/A ✓" B. Is interior furring shown? Yes No N/A --" C. Is exterior wall insulation shown? Yes No N/A-.,' D. Is interior wall finish shown? Yes No N/A�,, 9. Wood Frame Construction A. is stud size, spacing, grade and lumber species shown? Yes-✓S40 N/A B. Is exterior sheathing (type and thickness) shown? Yeso/No N/A C. Are nailing requirements (size and spacing) shown? [FBC Table 2306.11 Yes,/No N/A D. Is exterior wall finish shown? Yes �io N/A E. Is interior wall finish shown? Yea oto N/A F. Is wall insulation shown? Yes ,40 N/A G. Is minimum clearance between wood siding and finished grade shown? [FBC 2304.2.51 Yes LAo N/A H. Are shear wall segments shown? Yes vFlo N/A A. Type of hold-downs shown? Yestt(o N/A 10. Are ceiling heights shown? [FBC 1203.2) Yes•vNo N/A 11. Are all hurricane anchorage and hold-downs specified and labeled? Yes Lio N/A 12. Is ceiling type shown, drywall thickness? Yes No N/A 13. Are insulation baffles shown? Yes No N/A 14. Roof Framing A. Are engineered trusses shown? Yes/No N/A B. Are conventional frame rafters used? Yee . No N/A f 1. Rafter size shown? Yes No N/A 2. Species of lumber shown? Yes No N/A 3. Grade of lumber shown? Yes bio N/A ✓ C. Type of roof sheeting shown? Yee✓No N/A 1. Thickness of roof sheeting shown? Yea:/tgo N/A 2. Grade of roof sheeting shown? Yee o N/A 3. Nailing pattern of roof sheeting shown? [FBC Table 2306,11 Yes -Ito N/A D. Weight of Dry-In felt shown? Yes A.,jo N/A E. Type of roof cover shown? Yes No N/A 1. Attachment asphalt/fiberglass shingles shown? (FBC 1507.3.7) Yes ✓67o N/A 2. Attachment of tile roof shown? (FSC 1507.4.5) Yes V-5o N/A 3. Other roof covering and attachments shown? Yes.^o N/A F. Length of roof overhea shown? Yes Jap N/A G. Type of soffit an ascia shown? Yes N/A H. Attic ventilation shown? Yea o N/A Y. Location, type and thickness of flashing shown? [FSC 1503.2.1 and FBC 1507 .3.93 Yea �.,iho N/A J. Type and gau a of eave metal shown? Yes fro N/A 15. Is anchorage of veneer shown? [FBC 14031 Yea _,ogo N/A 3 pESIpENTIAL CKECKLIST (Continued) VII. Floor Plan. 1. Does square footage on plan match square footage shown on // Application? Yes �/No N/A If "No", measure all areas under roof from exterior wall to exterior wall and'adjuet square footage accordingly. Add/Subtract To/From living or habitable area. Add/Subtract To/From non-living or non-habitable area. 2 . Are all room dimensions shown? Yes a, N/A 3. Are all door and window sizes shown? Yes ✓No N/A 4 . Are all emergency egress openings shown? Yes./No N/A ` 5. Is required tempered glass shown at all hazardous locations? [FRC 2405.21 Yes No N/AA'*^ 6. Are all vertical reinforcements shown? Yes -1jlo N/A I. Are all shear wall segments shown? Yea VNo N/A B. Are all hold-downs and hurricane anchorages shown? Yes 4o N/A 9. Is required attic access shown? Yess/� N/A 10. Are all plumbing fixtures shown? Yea VTV �1/A A. Is water heater size shown? Yea ��o N/A 11. Are all electrical fixtures shown? Yes�/,No N/A A. Is arc fault circuit interrupter shown for bedrooms?. [NSC 210-12) Yesl No d/A 12. Are all mechanical fixtures shown? Yas. ,to N/A A. Is air handler and condensor location shown? Yea N/A B. Are exhaust fans shown? Yes N/A 13. Are all smoke detectors shown? [FBC 905.2) Yea o N/A 14. Does one (1) bathroom on the first habitable floor level have a 29" net clear door opening and handicap accessible' route? (FBC 11-111 Yes✓ N/A 15. Does bedroom open directly into garage? Yes �./N/A 16. Does the number of bedrooms shown on plans match the number of bedrooms shown on the Application? Yes✓No NIA 17. Is Designer's name and address shown on plana? Yes No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 and FBC 1012.1.5? Yes--/No N/A 19. Are habitable rooms shown with the minimum light and ventilation requirements of FBC 1203.1? Yes "'bo N/A 20. Are garage doors, windows and other openings shown as meeting wind load requirements for components and cladding per FBC 16067 Yes o N/A °'� 21. Does floor plan show fireplace? Yea/No N/A A. Does masonry fireplace have a detailed cross-sectional detail? Yes Noc/N/A B. Does pre-fabricated fireplace have copy of the manufacturer's specifications? Yes No V44/A C. Is hearth size and detail shown? Yee No,/iG,/A D. Is mantel size, location and detail shown? Yee No k,*/A 22. Are stair details shown? Yes No N/A A. Is minimum stair width ahown7 [FBC Table 10041 Yes ,Ao N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes No%/W,/A C. Do spiral stairways comply with FBC 1007.8.2? Yes yl. /Al D. Are required landings shown? [FBC 1007,4) Ye No. NIA E. Are handrail height, spacing and graspability / details shown? [FBC 1007.5) Yes No NIA✓ F. I$ required headroom clearance shown? [FBC 1007.71 Yea No N/A%/ G. Are guardrail height, spacing and details shown? [FBC 1026.51 Yes No NIA 23. If floor plan shows mixed construction, are mixed construction details shown? [May require engineering.] Yes No NAL/ 24. If required, are tenant separations shown? Yes No N/A A. Duplex [FBC Table 704.11 B. Townhouse [FBC 704.41 4 RESIDENTIAL CHECKLIST (Continued) vii. Floor Plan. (Continued) 25. Are all columna and beams shown for porches and lanais? Yes V-6,to N/A A. Are column type, size and anchorage shown? Yes o N/A B. Are beam type, size, span and anchorage shown? Yes L,,14o N/A 26. Are all liritel'�bdam details shown? Yes VNO N/A / 27. Are engineering details provided for butt glass? Yes . -A N/A }/ VIII. Truss/Rafter plan. D 1. Are engineered truss plans provided showing loads, uplifts and required connections? Yea✓No N/A 2. Are all headers, beams, girders and interior bearing walls shown? Yes L,'Ao N/A 3. Framed Roof. A. Ie rafter plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/A✓ B. is ceiling joist plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/A✓ C. Are collar ties shown, including size, spacing, species, grade of lumber and connections? Yes 'No N/A D. Is ridge beam shown, including size, species and grade of lumber? Yea No N/A . 4. Is roof sheeting indicated, showing type, thickness and nailing pattern? Yes44o N/A IX. Floor Framing, 1. Is engineered floor trues plan provided, showing loads, / uplifts and connections? Yes�2io N/A' 2. Is joist plan provided, showing size, spacing, span, species, grade of lumber and connections? Yest�o N/A 3. Is floor sheeting indicated, showing type, thickness ' and nailing pattern? Yea JNO N/A X. Elevations. 1. Does plan show four (4) elevations? Yes(/Uo N/A 2. Are attic ventilation requirements shown? Yes,/ o N/A 3. Are roof pitch and overhang shown? Ye:No N/A 4. Is chimney height and location shown? Yes No WA S. Is cricket shown? (FBC 1507.3.9.4) Yea ` o✓N/A 6. Are all lanai/porch details shown? Yee 04 N/A 7. Does plan show solid blocking required for ridge vents? Yes No✓N/A G. Are condensate lines and roof downspouts shown to discharge minimum i foot away from structure for protection against / decay and termites? (FBC 1503.4:4) Yes Noll A 9. Are gutter, downspouts and splash blocks shown? Yes No A 5 RESIDENTIAL CHECKLIST (Continued) Xi. Structural Details. // 1. Is basic wind speed shown? [FBC Fig. 16061 Yes ✓No N/A 2. Are gable end bracing details shown? Yes '7o V"N/A 3. Are roof sheeting trailing zones shown? Yes No N/A 4. Are protection of—opening details shown? [FBC 1606. 1.41 Yes 4o N/A 5. Is importance factor shown? [FBC Table 16061 Yes No DY/A 6. Is structure designed to withstand interior pressures? Yes% No VN/A 7. Is exposure category shown? [FBC 1606.1.8) Yes No�/A B. Are wind pressuYee for components and cladding shown? FSC Table 1606.2B Yes.No N/A FBC Table 1606.2C Yes , No N/A 9. Are exterior windows and glass doors shown as approved by independent testing laboratory and do they bear a label by HAMA Or WDMA or other approved label? [FBC 1707.4.2) Yea No �1A 10. Are window and door installation and buck details shown? Yes No V A li. Are mullion installation details and design criteria shown? Yes NoA 12- Are garage door positive and negative wind pressures shown as meeting requirements of 1.5 X pressure? [FBC 1707.4.31 Yes- No /A 13. Are garage door manufacturer's installation details provided? Yes Nov /A 6 A"nW"bV APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-azaQ _. WORTANT NOTICE: ACONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE 8 AGREE TO PERFORM SAID 'NOR ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, HlCH E A PART HEREOF, AND iN CORDAN E WITH TZETRICAL REGULATION DE5 AND CITYATLA C9EACf I10R A C£S. c-` r 0'l/l ECTRICAL FIRM: M -ELECTRiClAblIG&A?U(RFze r,� M NAME AQ RESS:. v ��,v _RED 80X_ BLDG.SIZE BETWEEN: RES.+--r- APT.( ) COMM.( ) PUBLIC( } INDUS.( ) NEW( 1 OLD ( I REW. ( ) AOOrnON( ) TRAILER ( ) TEMP.( 1 SIG,PLS ( ) SII.FT. SERVICE NEW(--)' INCREASE( ) REPAIR ( t.1p- - .-qct CaNDUC'TOR SIZE AMPS COPPER ( 1 ALUM. ( I SWrrCH OR BREAKER AMPS I PHI WI VOLT I RAC'-MNAY mum-.SERV.SIZE AMPS I I PHI W f �UVOLT RAC�ZCWAY FEWERS W. SIZE I NO. SIZE f NO. SIZE UGHTING OUTLETS I 1 =NCEALED ` OPEN I I TOTAL I RECEP'TACUM I =NCSA.LED I I OPEN I TOTAL 1 0.30 AMPS. I 31.100 AMPS. ( I swrrcr►ss 1 INCANDESCENT I FLUORESCENT&M.V. F x.sm 1 0.100 AMPS. OVCR I APIDUANCZ5 BELL TRANSF. AIR H.P.RATING OTHER MOTORS I AMPS ICZIL HEAT) K%"EAT CONDITIONING COUP.MOTOR V I 1 az l OVER MOTORS H.P, I VOLTAGE I PHS NO. VOLTAGE I PHS I I I I I I l Mf5CSLLANEOUS l 1 TRANSFORMERS: I UNDER 600 V. I I OVER 600 V. I I NO. ( KVA I I I NO. TKVA_ NO.NEON TRANSF. NO. VA I MA. MOTOR SIZE SWITCH FLASHE EACH SIGN. I FORWARDED S TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233- Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24218 Address: 1838 OCEAN GROVE DRIVE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: 20 Proposed Use: SINGLE FAMILY Lot(s):32 Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/06/2002 Name: DAVID BELL & SHERI LAWHUN Total Fees: 25.00 Address: 1838 OCEAN GROVE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/06/2002 (000)000-0000 Work Desc: NEW 60AMPS 1 PH 3 "R ,: 0 CONTRACTORSt CATION FEES BIVINS ELECTRIC CO. 7 25.00 MV1 its grr3 2 a. m`�, Y yaw ,� 5�?� t a u A hz&�£ix tt'� Yx rat%ate r��r .' lrZ NOTICE - I I=tT30 ` , (lE jr 0 1 PECTION BUILDING MATERIAL, llBC RIS 1=Fth "f Ff# WOtl tUT 'F SE ` '�P LIC SPACE, AND MUST BE CLEARED ... ,. "FAILURE TO COMP :L RES IN THE PROPERTY OWNER PA ISSUED ACCORDING TO APPROVE D41 1'f AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR VIS Oper: CMER9LE Type: OC Draw: 18 Date: 6/96/82 81 Receipt no: 14 PERMITS-BUILDING 1 $25.89 88189993221898 ATLANTIC BEACH OUILDING DEPT. 1838 OCEAN GROVE 163 $25.88 C'ku �ON e CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: -(1,_U 20_ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK SCRIBED THE FOLLOWING,WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTA PLANS AND SPEC CATIONS, ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATI S,CODES AND CITY O ATLANTIC B37AC)y,ORDINANCES. ELECTRICAL FIRM: STE ECTRICIA NATURE: OWNERS NAME: ADDRESS: b RFD BOX_ BLDG. SIZE BEN EN: RES.( , APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.(/j SIGNS( ) SQ.FT. SERVICE: NEW( ) INCREASE( REPAIR( ) CONDUCTOR SIZE AMPS: COPPER( ) ALUM.( ) FEES 2� 1! SWITCH OR BREAKER AMPS PH 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 OPEN, ' TOTAL 0.30AMPS 31.100 AMPS SWITCHES ` INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING I CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. IKVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE SWITCH FLASHERS EACH SIGN Updated 5202002 o russ russ ype ty y I DELLI A227899 J203301 Cil ROOF TRUSS 6 1 (o tionaq Builders FirstSource JAX, , Ryan aeseler 4. 1 s ct 1 1 e n ustnes, nc. hu Apr 11 1 2002 Page 1 -2-0-0 1-0-0 2-0-0 1-0-0 C Scale = 1:7.1 6.00 12 B 1 aro D cco x4 = A 1-0-0 2-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.00 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.07 A-B >371 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TU 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight:7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=-97/Mechanical, B=277/0-3-8, D=14/Mechanical Max Horz B=100(load case 4) Max UpliftC=-97(load case 1), B=-362(load case 4) Max Grav C=192(load case 4), B=277(load case 1), D=14(load case 1) FORCES (Ib) -First Load Case Only TOP CHORD A-13=49, B-C=-72 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 1 enclosed building,with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are exposed to wind. If cantilevers exist,they are not 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) Refer to girder(s) for truss to truss connections. ewe 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 97 Ib uplift at E joint C and 362 Ib uplift at joint B. Ki1F„a� i�'k'� m LOAD CASE(S) Standard r a - Ifs s = AOF x.15�t ��a irr April 16,2002 Job russ russ ype ty LOT BELL RESIDE A227900 J203301 CJ1A ROOF TRUSS 4 1 (optional) uil ers FirstSource JAX, , Ryan Faese er 4.201 SR1 s ct 17 20 1 MiTekIndustries, Inc. hu Apr 11 1 age -2-0-0 1-0-0 2-0-0 1-0-0 C Scale = 1:7.1 6.00 12 B jc� 2x6 D o 3.00 12 oco A 1-0-0 2-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) 0.06 A-B >400 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) B=277/0-3-8, D=-82/Mechanical Max Horz B=92(load case 4) Max Uplift B=-354(load case 4), D=-82(load case 1) Max Grav 8=277(load case 1), D=196(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-13=46, B-C=-28 BOT CHORD B-D=-27 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 if end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) B considers parallel to grain value using ANSI/TP1 1-1995 angle to grain formula. xa� '� Building designer should verify capacity of bearing surface. A. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 354 Ib upliftq ;FT 'i� ' at joint 8 and 82 Ib uplift at joint D. Ns� LOAD CASSIS) Standard1 , its "LUAI�, April 16,2002 CE o russ russ ype tY Y N A227901 J203301 C,1113 ROOF TRUSS 13 1 (o tional) w ers first ource J , , yan aese er 1 s ct i e n ustries, Inc. hu Apr 11 1 age 1 -2-0-0 1-0-0 F— 1 2-0-0 -0-0 Scale = 5.1 4.00(T2- LfB 2x6 = D A 000 1-0-0 2-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.06 A-B >451 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=273/0-3-8, D=-80/Mechanical Max Horz B=66(load case 2) Max UpliftB=-351(load case 2), D=-80(load case 1) Max Grav B=273(load case 1), D=161(load case 4) FORCES (ib) -First Load Case Only TOP CHORD A-B=34, B-C=-18 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. ,y 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 351 Ib uplift at joint B and 80 Ib uplift at joint D. 40 LOAD CASE(S) Standard15 La '� F � * s AI 3 OF a April 16,2002 Job russ russ I ype ty y L I NCE A227902 J203301 CJ1C ROOF TRUSS 1 1 (optional) i ers FirstSource J-A-X-,-,-Ry--a-n-F aese er 1 s ct 17 2001 MiTek Industries, Inc. Thu Apr 11 1 age 1 1— -1-0-0 2-0-0 1-0-0 2-0-0 C 4.00 F12- Scale = 1:8.5 2x4 II B D 000 0 7.00 12 2-0-0 1-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.01 D-E >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.10 B-C >226 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 9 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) E=159/0-3-8, D=59/Mechanical Max Horz E=143(load case 4) Max UpliftE=-1 49(load case 2), D=-121(load case 4) FORCES (lb) - First Load Case Only TOP CHORD B-E=-162, A-B=20, B-C=-32 BOT CHORD D-E=27 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. , ' "r " qy Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 Ib uplift at joint E and 121 Ib uplift at joint D. x 1 LOAD CASE(S) Standard * La ATE dF t ©Rt4��' rte It April 16,2002 CE o russ russ ypetY IY N A227903 J203301 CJ3 ROOF TRUSS 4 1 optional) Builders irst ource J X, , Ryan F aese er 4.201 SRI s ct 1 1 e n ustnes, nc. u Apr 11 Page 1 -2-0-0 3-0-0 2-0-0 3-0-0 C Scale = 1:11.0 6.00 12 B X— D A x4 = 3-0-0 2-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.13 A-B >210 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TU -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=29/Mechanical, B=284/0-3-8, D=42/Mechanical Max Horz B=133(load case 4) Max UpliftC=-76(load case 5), B=-244(load case 4) Max Grav C=31(load case 4), B=284(load case 1), D=42lload case 1) FORCES (Ib) -First Load Case Only TOP CHORD A-B=49, B-C=-58 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building,with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at joint C and 244 Ib uplift at joint B. LOAD CASE(S) Standard x a � a s + , A111OF ED April 16,2002 Job russ Truss Type ty UT BELL ID N E A227904 J203301 CJ3A ROOF TRUSS 4 1 (optional) -u ers FirstSource JAX—, -,1Ty-a-n-F aeseler 4.201 SR1 s ct 17 2001 MiTek Industries, Inc. Thu Apr 11 18:24:00 age 1 -2-0-0 3-0-0 2-0-0 3-0-0 C Scale = 1:11.0 N 6.00 12 B D N 0 60 2x6 3.00 F1-2 - A 3-0-0 2-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.00 B-D >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.13 A-B >212 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min 1/deft = 240 Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=29/Mechanical, B=284/0-3-8, D=42/Mechanical Max Horz B=132(load case 4) Max UpliftC=-771load case 5), B=-242(load case 4) Max Grav C=29(load case 4), B=284(load case 1), D=42(load case 1) FORCES (Ib) -First Load Case Only TOP CHORD A-B=48, B-C=-59 BOT CHORD B-D=8 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 1 enclosed building,with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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) Refer to girder(s) for truss to truss connections. uurrrxnr 3) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. „ C8 Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 Ib uplift ata4 joint C and 242 Ib uplift at joint B. a 1 LOAD CASE(S) Standard * a Al6OE ITZIZ �� 1 �OBt19P��r� 11111;ffinanflta�a April 16,2002 oTruss russ Type ty y OT BELL N A227905 J203301 CJ3B ROOF TRUSS 9 1 (optional) w ders firstSource JAX, , Ryan aeseler 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Thu Apr 11 : 4: 1 Page 1 -2-0-0 3-0-0 2-0-0 3-0-0 Scale= 1 5 4.00 12 B 2x4 - D A mo 3-0-0 2-0-0 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 0.24 Vert(LL) 0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.11 A-B >241 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=30/Mechanical, B=283/0-3-8, D=42/Mechanical Max Horz B=95(load case 2) Max UpliftC=-65(load case 5), B=-294(load case 2), D=-31(load case 2) FORCES (lb) -First Load Case Only TOP CHORD A-B=34, B-C=-41 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 Ib uplift at joint C, 294 Ib uplift at joint B and 31 Ib uplift at joint D. uI' LOAD CASE(S) Standard ( p 1 OF JEW April 16,2002 z` Job russ russ ype ty y 1L L RESIDEN A227906 J203301 CJ3C ROOF TRUSS 1 1 (optional) ui ers FirstSource JAX, , Ryan F aese er 4.201 SR1 s Oct 17 2001 MiTek n ustries, Inc. Thu Apr 11 4: Page 1 4-0-0 4-0-0 6x8 4.00 B Scale = 1:11.1 12 M 1.5x4 II A C D _ 3x5 - 0 0 1.5x4 II 7.00 12 II 2-1-0 3-11-8 r 4-0-0 Plate Offsets (X,Y): -4 ge LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) 0.03 D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.02 D >999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 B n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E=152/0-3-8, B=94/Mechanical, C=58/Mechanical Max Horz E=131(load case 4) Max UpliftE=-98(load case 2), B=-106(load case 4), C=-59(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-E=-101, A-B=24 BOT CHORD D-E=-22, C-D=0 WEBS B-C=0 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �� ,,g;� ;FrC 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. 1 Building designer should verify capacity of bearing surface. t ` 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 Ib uplift at >Ir joint E, 106 lb uplift at joint B and 59 Ib uplift at joint C. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. AYEt?F f�� S�LORtS��1�v�rfi 1 LOAD CASE(S) Standard April 16,2002 Job russ russ Type ty ly LRESIDENCE A227907 J203301 CJ5 ROOF TRUSS 4 1 (optional) w ers FirstSource JAX, , Ryan Haeseler 4.201 SR1 s Oct 17 20101 MiTek Industries, Inc. Thu Apr 11 18:24:03 age 1 -2-0-0 5-0-0 2-0-0 5-0-0 C cafe = 1:14.9 6.00 12 B D A 4 = 5-0-0 2-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.03 B-D >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.14 A-B >194 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. REACTIONS (Ib/size) C=103/Mechanical, B=349/0-3-8, D=72/Mechanical Max Horz B=174(load case 5) Max UpliftC=-147(load case 5), B=-217(load case 4) FORCES (lb)-First Load Case Only TOP CHORD A-13=49, 13-C=35 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category Il, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 Ib uplift at joint C and 217 Ib uplift at joint B. LOAD CASE(S) Standard ' S � � S y La April 16,2002 Job russ russ ype ty y tLL htSIDENCE A227908 J203301 CJSA ROOF TRUSS 4 1 (optional) wl ers FirstSource JA7X—,7Ry—a-n--F aeseler 4.201 SR1 s Oct 1 i ek Industries, Inc. hu Apr 11 1 4: 4 age 1 -2-0-0 5-0-0 2-0-0 5-0-0 C Scale = 1:14.9 0 ® w 6.00 12 y D v ® N B 3.00 12 A 2x6 5-0-0 2-0-0 5-0-0 LOADING Ipsf) SPACING 2-0-0 CSI DEFL in floc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.03 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.13 A-B >198 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight:20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=103/Mechanical, B=349/0-3-8, D=72/Mechanical Max Horz B=175(load case 5) Max UpliftC=-148(load case 5), B=-216(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B=48, B-C=36 BOT CHORD B-D=14 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level ,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. � `'4 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 Ib uplift ` at joint C and 216 Ib uplift at joint B. � �g'R#FI 1 Ilk z s. z LOAD CASE(S) Standard a �� pA'Ifi bF �j I✓t)!!{jY�C1NMN�i� April 16,2002 Job russ russ ype ty y L L ID N E J203301 CJ56 ROOF TRUSS 8 1 A227909 (optional) w ers FirstSource JAX, , Ryan Haese er 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Thu Apr 11 4: age 1 -2-0-0 5-0-0 2-0-0 5-0-0 Scale =C7:1 8 4.00 12 c B d A D 2x4 = 5-0-0 2-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.04 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.12 A-B >220 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TU -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=1103/Mechanical, B=347/0-3-8, D=72/Mechanical Max Horz B=122(load case 2) Max UpliftC=-127(load case 5), B=-314(load case 2), D=-53(load case 2) FORCES (lb) -First Load Case Only TOP CHORD A-B=34, B-C=25 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 It above ground level ,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 Ib uplift at joint C, 314 Ib uplift at joint B and 53 Ib uplift at joint D. LOAD CASE(S) Standard a 7 s �_ r April 16,2002 Job russ I russ Type ty y T BELL RESIDEN A227910 J203301 CJ5C ROOF TRUSS 1 1 (optional) Builders FirstSource JAX, , Ryan RP.--I-. 4.201 SRI s Ort 1 1 MiTek In ustries, Inc. Thu Apr 11 18:24:06 Page 1 6-0-0 6-0-0 3x5 II Scale: 3/4"=1' B 4.00 12 0 1.5x4 II A N C D _ o 3x5 = 2x6 II 7.00 F12 1.5x4 II 2-0-3 6-0-0 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) 0.07 C-D >899 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) 0.06 C-D >999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 22 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 `Except" B-C 2 X 4 SYP No.2D REACTIONS fib/size) E=235/0-3-8, B=110/Mechanical, C=124/Mechanical Max Horz E=174(load case 3) Max UpliftE=-180(load case 2), B=-109(Ioad case 4), C=-113(load case 3) FORCES (lb) -First Load Case Only TOP CHORD A-E=-1911 A-B=-216, B-C=0 BOT CHORD D-E=148, C-D=163 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level ,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. t� nw�niwx'Jr � 3) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. �$ CV A• �Uy Building designer should verify capacity of bearing surface. F1 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 Ib uplift ry � at joint E, 109 Ib uplift at joint B and 113 Ib uplift at joint C. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 3 * g LOAD CASE(S) Standard i �1.�'s'' rr April 16,2002 Job russ russ Type ty ly OT BELL RESIDENrE— J203301 CJ76 ROOF TRUSS 2 1 A227911 (optional) ui ers FirstSource JAX, , Ryan aese er 4.201 SR1 s Oct 17 20 1 MiTekIndustries, Inc. Thu Apr 11 1 age 1 -2-0-0 7-0-0 2-0-0 7-0-0 Scale 4.00 12 B A D 2x4 - 7-0-0 2-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.11 B-D >768 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.26 A-B >100 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. REACTIONS (lb/size) C=165/Mechanical, B=424/0-3-8, D=102/Mechanical Max Horz B=160(load case 3) Max UpliftC=-1 85(load case 5), B=-241(load case 2) FORCES (lb) -First Load Case Only TOP CHORD A-B=34, B-C=42 BOT CHORD B-13=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 Ib uplift at joint C and 241 Ib uplift at joint B. LOAD CASE(S) Standard41I1y� 1 1s p,A�TB OF April 16,2002 Job russ Truss Type Qty y L BE R D J203301 EJ2 ROOF TRUSS 3 1 A227912 (optional) u! ers irst ource JAX, , yan aese er 1 1 s Oci 1 i e n ustries, Inc. u Apr 11 4: age 1 -2-0-0 1-10-4 2-0-0 1-10-4 Scalec= 1 4.00 12 1 B 2x4 - D A 000 1-10-4 2-0-0 1-10-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.00 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.07 A-B >333 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TU 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight:9 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-10-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=-15/Mechanical, B=252/0-3-8, D=27/Mechanical Max Horz B=80(load case 2) Max UpliftC=-30(load case 5), B=-261(load case 2) Max Grav C=71(load case 4), B=252(load case 1), D=27(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=34, B-C=-38 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level ,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 Ib uplift at aux ' r*"ltiyy joint C and 261 Ib uplift at joint B. CV A. 4 LOAD CASE(S) Standard --� s 7 — k s OF ' r,f��NNNt4l4t1t7lr°�1� April 16,2002 Job runs I russ Type ty y LOT BELL I J203301 EJ5 ROOF TRUSS 8 1 A227913 (optional) u ers irst ource A , , yan aese er 4.201 SR1 s ct172001 MiTekindustries, Inc. Thu Apr 11 1 4:1 age 1 -2-0-0 5-2-4 2-0-0 5-2-4 $cgle4 111:12.4 x D C 4.00 12 1 B A E coo 2x4 - 1.5x4 II 5-2-4 2-0-0 5-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.04 B-E >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) 0.07 A-B >391 BCLL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min 1/deft = 240 Weight: 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=344/0-3-8, E=189/Mechanical Max Horz B=155(load case 2) Max UpliftB=-350(load case 4), E=-153(load case 2) FORCES (lb) -First Load Case Only TOP CHORD A-B=34, B-C=25, C-D=-5 BOT CHORD B-E=0 WEBS C-E=-118 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level ,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 Ib uplift at joint B and 153 Ib uplift at joint E. map ` •tLFI �41'y LOAD CASE(S) Standard x p ATR OF �Z r JED wowmm April 16,2002 Job russ Truss Type ty ly LL RESIDE- A227914 E I EA227914 J203301 EJ7 ROOF TRUSS 4 1 (optional) -B—uiTders FirstSource JAX, , Ryan Haeseler 4.201 SR1 s ct 17 2001 MiTek Industries, Inc. Thu Apr 11 14:11Page 1 -2-0-0 7-0-0 2-0-0 7-0-0 C cale = 1:18.8 6.00 12 B A x4 = D 7-0-0 r 2-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.11 B-D >768 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.31 A-B >86 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min 1/defl = 240 Weight: 26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=165/Mechanical, B=425/0-3-8, D=102/Mechanical Max Horz B=233(load case 5) Max UpliftC=-214(load case 5), B=-209(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B=49, B-C=59 BOT CHORD B-13=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 Ib uplift gfaa�n� at joint C and 209 Ib uplift at joint B. A u+ u�� ' LOAD CASE(S) Standard z It Ft �?T�-.¢� ksa a ATE OF 1 �UR1�A.�rbc HN:�i4ligl�h� April 16,2002 Job russ russ Type Oty y J203301 EJ7A ROOF TRUSS 6 1 A227915 (o tional) w ers first ource AX, , yan aese er 1 s ct 1 1 i e n ustries, nc. u Apr 1 1 1 4:1 age 1 -2-0-0 7-0-0 2-0-0 7-0-0 C Scale = 1:18.8 o N 6.00 12 `N D® d N B 3.00 rff A 2x6 7-0-0 2-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.11 B-D >745 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.31 A-B >85 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min 1/deft = 240 Weight: 26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. REACTIONS (Ib/size) C=165/Mechanical, B=425/0-3-8, D=102/Mechanical Max Horz B=234(load case 5) Max UpliftC=-21 5(load case 5), B=-208(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B=48, B-C=59 BOT CHORD B-D=20 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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) Refer to girder(s) for truss to truss connections. 3) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 Ib upliftA. a4` at joint C and 208 Ib uplift at joint B. �gt(1`I LOAD CASE(S) Standard fT' N AT6 OF � z� �URL'D� �cr f f��kstttlalflpNM��y�� April 16,2002 Job russ russ Type ty lyL ID A227916 J203301 EJ7B ROOF TRUSS 5 1 (otional) w ers FirstSource AX, , Ryan Haese er 4. 1 sOct i ek n us "S' Inc. hu Apr 1 1 1 l+:fj ZUUZ Page 1 -2-0-0 7-0-0 2-0-0 7-0-0 Scale 4.00 12 LO B A D 92x4 - 7-0-0 2-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in poc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.11 B-D >768 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.26 A-B >100 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=165/Mechanical, B=424/0-3-8, D=102/Mechanical Max Horz B=160(load case 3) Max UpliftC=-1 85(load case 5), B=-241(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-13=34, 13-C=42 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 185 Ib uplift at joint C and 241 Ib uplift at joint B. �t LOAD CASE(S) Standard XF1 z �. � 1 e s OFF foil April 16,2002 a oruss russ ype ty Y RESIDENCE A227917 J203301 EJ8 ROOF TRUSS 3 1 (optional) ui ers first ource JAX, , Ryan aeseler 4.201 R1 s ct 1 1 1 ek Industries, Inc7 hu Apr 11 18:24:14 2002 Page 1 -2-0-0 4-1-2 8-2-4 2-0-0 4-1-2 4-1-2 Scale = 1:17.7 1.5x4 II E D 4.00 12 1.5x4 C U) B 0 A F x4 - 3x5 - Simpson HUS26 8-2-4 2-0-0 8-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.29 B-F >325 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.27 B-F >348 BCLL 10.0 Rep Stress lncr YES WB 0.10 Horz(TL) -0.00 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defI = 240 Weight: 38 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=460/0-3-8, F=325/Mechanical Max Horz B=214(load case 2) Max UpliftB=-432(load case 4), F=-286(ioad case 2) FORCES (lb) -First Load Case Only TOP CHORD A-B=34, B-C=-360, C-D=23, D-E=-5 BOT CHORD B-F=302 WEBS C-F=-317, D-F=-111 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 It above ground level ,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building,with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. , ai ,W 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 Ib uplift at joint B and 286 Ib uplift at joint F. io 5 Z LOAD CASE(S) Standard s ATE OF eD Nwlo April 16,2002 0 russ russ Type ty ly LOT BELLRESIDE A231934 J203301 F01 ROOF TRUSS 2 1 (optional) Builders First ourceA , , yan aeseer 4. 11 s ct 1 1 i ek Industries, Inc. Tue Apr 16 1 Page 1 3-6-0 3-6-0 3-6-0 1.5x4 II 3x5 - Scale = 1:14.4 A 3x5 = B C CO N F Simpson HUS26 E D Simpson HUS26 2x4 II 3x8 = 2x4 II 3-6-0 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.02 E >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.03 E >999 BCLL 10.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight:45 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-7-10 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) F=1584/Mechanical, D=1584/Mechanical Max Horz F=-121(load case 2) Max UpliftF=-735(load case 2), D=-735(load case 3) FORCES (1b) -First Load Case Only TOP CHORD A-F=-1315, A-B=-1403, B-C=-1403, C-D=-1315 BOT CHORD E-F=0, D-E=0 WEBS A-E=1676, B-E=-1250, C-E=1676 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category Il, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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 ltp�tnlsiyq� 2► Provide adequate drainage to prevent water ponding. ,x.+v 0E A. 3) Refer to girder(s)for truss to truss connections. a p ` 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 Ib uplift a tg ;FI �,• at joint F and 735 Ib uplift at joint D. r ? r LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 ATB OF Uniform Loads (plf) ORttt��fi� Vert: A-C=-305.0, D-F=-167.4 1p BRED xJl� W)"10i�o�i April 16,2002 3 Job russ russ Type ty ly L L I J203301 HJll ROOF TRUSS 1 1 A231935 (optional) Buil ers first ource JAX, , Ryan Faeseler 4.201 SR1 s Oct 17 2001 MiTekIndustries, Inc. ue Apr 1 15:1 Pagel -2-9-15 3-10-5 7-8-10 11-6-15 2-9-15 3-10-5 3-10-5 3-10-5 Scale = 1:24.8 2x4 11 E F 2.83 12 3x5 D 3x5 C B 6A 3x8 = I H G 2x4 II 4x5 - 4x5 = Simpson SUR/1-26 3-10-5 7-8-10 11-6-15 2-9-15 11-6-15 Plate Offsets -4, ge LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.05 H-1 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.19 A-B >195 BCLL 10.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell = 240 Weight:66 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-9 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) G=911/Mechanical, B=640/0-4-15 Max Horz B=267(load case 3) Max UpliftG=-455(load case 2), B=-439(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B=38, B-C=-1356, C-D=-1122, D-E=-117, E-F=-10, E-G=-265 BOT CHORD B-1=1309, H-1=1309, G-H=1074 WEBS C-1=-48, C-H=-241, D-H=317, D-G=-1127 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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 nH 1.60 19 2) Refer to girder(s) for truss to truss connections. ��` `� h` 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 Ib uplift at joint G and 439 Ib uplift at joint B. t � a LOAD CASE(S) Standard = 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 pTg c Uniform Loads (plf) Vert: A-B=-54.01� OR1t1A �aarr Trapezoidal Loads (plf) Vert: B=-2.8-to-E=-152.4, E=-152.4-to-F=-156.3, 6=-0.0-to-G=-86.8 '°'�rmcarnuanA"� Aprl 16,2002 o russ russ Type ty I L B LL RESID N A227920 J203301 HJ2 ROOF TRUSS 2 1 (optional) w ders firstSource J X, , yan Haese er 4. 1 s ct 1 1 Mi ek Industries, Inc. Thu Apr 11 18:24:17 age l -2-9-15 2-6-15 2-7-7 2-9-15 2-6-15 0-0-8 Scale = 1:9.4 C 2.83 12 B 2x6 = D A 2-6-15 2-7-7 2-9-15 2-7-7 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) -0.00 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.33 A-B >11 1 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTI0NS (Ib/size) C=-76/Mechanical, B=299/0-4-15, D=44/Mechanical Max Horz B=53(load case 2) Max Uplift C=-76(load case 1), B=-359(load case 2) Max Grav C=1241load case 4), B=299(load case 1), D=44(load case 1) FORCES (lb) -First Load Case Only TOP CHORD A-131=34, 8-C=-32 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level ,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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) Refer to girder(s) for truss to truss connections. ar 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at u� joint C and 359 lb uplift at joint B. :' 411C£ 4) Special hanger(s) or connection(s) required to support concentrated load(s) 30.51b up at 2-6-15 on top zK1EIG� ,r4 chord, and 27.11b down at 2-6-15 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 1 _ 9s LOAD CASE(S) Standard AtiiOF 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) � -54.0 Concentrated Loads b) °'r $alto Vert: D=-27.1 Trapezoidal Loads (plf) April 16,2002 Vert: B=-3.1-10-C=-38.2, 8=-0.0-to-D=-21.2 Job russ russ ype ty ly L B LL RESIDEN A227921 J203301 HJ2A ROOF TRUSS 1 1 (optional) Builders FirstSource J-A--X,-T-R-y-a-n—F aese er 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Thu Apr 11 18: :1 age 1 -2-9-15 { 2-4-5 2-9-15 2-4-5 Scale G 1 8 4.24 12 B aXD oro 4 = A 2-4-5 2-9-15 2-4-5 LOADING (psi) SPACING 2-0-0 CSI DEFL in floc) Weil PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.00 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.34 A-B >109 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-4-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. REACTIONS (Ib/size) C=-93/Mechanical, B=311/0-4-15, D=15/Mechanical Max Horz B=80(load case 2) Max UpliftC=-93(load case 1), B=-392(load case 2) Max Grav C=187(load case 4), B=311(load case 1), D=15(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-13=50, 13-C=-52 BOT CHORD 13-13=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 it above ground level using 5.0 psi top chord dead load and 5.0 psi bottom chord dead load,in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 Ib uplift at joint C and 392 ib uplift at joint B. �KV i LOAD CASE(S) Standard 1 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) s Vert: A-B=-54.0ATfi OF R, Trapezoidal Loads (plf) Vert: B=-3.4-to-C=-38.2, B=-0.0-to-D=-21.2 April 16,2002 Job russ Truss Type ty ly BLLRESIDEN A227922 J203301 HJ7 ROOF TRUSS 1 1 (optional) u� ers FirstSource A , , yan aese er 4.201 SR1 s ct 17 20 1 MiTek Industries, Inc. Thu Apr 11 1 :24:1 age 1 -2-9-15 3-8-0 7-4-1 2-9-15 3-8-0 3-8-1 Scale = 1:17.0 D 2.83 12 3x5 C 17 B 0 0 A G F E 2x6 = 1.5x4 II 3x5 3-8-0 1 7-4-1 2-9-15 7-4-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.02 F-G >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.36 A-B >102 BCLL 10.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 32 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=151/Mechanical, B=390/0-4-15, E=1 SO/Mechanical Max Horz B=130fload case 2) Max UpliftD=-140(load case 3), B=-442(load case 2), E=-75(load case 2) FORCES (lb) -First Load Case Only TOP CHORD A-B=34, B-C=-465, C-D=27 BOT CHORD B-G=425, F-G=425, E-F=0 WEBS C-G=120, C-F=-439 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 22 it above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building,with exposure B ASCE 7-98 per FBC2001 if end verticals exist,they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60x+nirrmn{ 2) Refer to girder(s)for truss to truss connections. �c+tid`r C 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 140 Ib uplift i at joint D, 442 Ib uplift at joint B and 75 Ib uplift at joint E. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) �' ATEC3l; Vert: A-B=-54.0AZ0�10P �� Trapezoidal Loads (plf) Vert: B=-2.8-to-D=-99.0, B=-0.0-to-E=-55.0 i1,XED xrrrtnre�i:ia��tritatin. April 16,2002 Job russ I russ Type ty y ELL ID N J203301 HJ7A ROOF TRUSS 1 1 A227923 totional) w ders �rst ource JAX, , yan Haeseler 4. 1 1 s ct 1 i e n ustnes, Inc. Thu Apr 1 1 1 4: 1 age 1 -2-9-15 3-8-0 7-4-1 2-9-15 3-8-0 3-8-1 Scale = 1:17.0 D 2.83 12 3x5 C 04 B 0 A G F E 2x6 - 1.5x4 11 3x5 = 3'8'0 7-4-1 2-9-15 7-4-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.02 F-G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 Vert(TL) 0.36 A-B >102 BCLL 10.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 32 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=163/Mechanical, B=406/0-4-15, E=200/Mechanical Max Horz B=138(load case 2) Max UpliftD=-151(load case 3), B=-449(load case 2), E=-80(load case 2) FORCES (lb) -First Load Case Only TOP CHORD A-B=34, B-C=-519, C-D=29 BOT CHORD B-G=477, F-G=477, E-F=0 WEBS C-G=129, C-F=-493 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category Il, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. plate capable of withstanding 151 lb uplift 0 '4�9 4 3) Provide mechanical connection (b others) of truss to bearingp g at joint D, 449 Ib uplift at joint B and 80 Ib uplift at joint E. r fk LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 S Uniform Loads (plf) A7Et7F Vert: A-B=-54.0 J a Trapezoidal Loads (plf) ' Vert: B=-3.0-to-D=-107.3, B=-0.0-to-E=-59.6 0)�14��'`rr� aInui+M April 16,2002 i i o runs -Truss Type ty ly I btLL RESIDENCE A231936 J203301 HJ9 ROOF TRUSS 2 1 (optional) w ers ustource JAX, , Ryan aese er 4. i s ct 1 1 ek Industries, Inc. ue Apr 1 15:15:1 age 1 -2-9-15 4-11-6 9-10-13 2-9-15 4-11-6 4-11-7 Scale 4.24 F12 3x5 C B A G F E_ 5 = 1.5x4 11 3x5 = 4-11-6 9-10-13 2-9-15 9-10-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.07 F-G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) 0.32 A-B >115 BCLL 10.0 Rep Stress lncr NO WB 0.36 Horz(TL) 0.01 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight:44 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins. SOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=244/Mechanical, B=537/0-4-15, E=403/Mechanical Max Horz B=314(load case 2) Max UptiftD=-273(load case 5), B=-343(Ioad case 2), E=-96(load case 3) FORCES (fb) -First Load Case Only TOP CHORD A-B=50, B-C=-796, C-D=60 BOT CHORD B-G=727, F-G=727, E-F=0 WEBS C-G=194, C-F=-779 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building,with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist, they are not 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) Refer to girder(s)for truss to truss connections. rartwapir C 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 273 lb uplift E A.� G .A,t� at joint D, 343 Ib uplift at joint B and 96 Ib uplift at joint E. r�r�4 .IC�T�1 LOAD CASE(S) Standard r 7 # 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) OF A_T�fis Vert: A-B=-54.0 s Wxlfl�` �rr,�r Trapezoidal Loads (plf) �r Vert: B=-2.8-10-D=-133.6, B=-0.0-to-E=-74.2 ''G�'�r > } i`�'�, r.#�a�6°ns1471��' April 16,2002 Job russ russ ype ty Ply BE IDEN E J203301 HJ9A ROOF TRUSS 2 1 (optional) A227925 Buil ers first ource AX, , yan aeseler 4. 1 R1 s ct 1 1 i ek ndustries, Inc. I hu Apr—11-1-9- 4: age 1 -2-9-15 4-11-6 9-10-13 2-9-15 4-11-6 4-11-7 Scale = 1:22.2 D in 4.24 12 3x5 N 75�- C FE- 3x5 E_3x5 = co co' B G 1.5x4 A 2.12 12 3x5 = 4-11-6 9-10-13 2-9-15 9-10-13 Plate Offsets ( ): [B:0-1-12,0-1-81(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.10 F-G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(TL) 0.28 A-B >128 BCLL 10.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.02 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight:43 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=251/Mechanical, B=532/0-3-8, E=400/Mechanical Max Horz B=312(load case 2) Max UpliftD=-276(load case 5), B=-334(load case 2), E=-94(load case 3) FORCES (lb) -First Load Case Only TOP CHORD A-B=48, B-C=-1381, C-D=62 BOT CHORD B-G=1297, F-G=1305, E-F=69 WEBS C-G=178, C-F=-1271 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is1.6 pry 2) Refer to girder(s) for truss to truss connections. a` 3) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. KtIwI��•71 Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 Ib uplift at joint D, 334 Ib uplift at joint B and 94 Ib uplift at joint E. _ 7 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 , Uniform Loads (plf) Vert: A-B=-54.0 �z�uar��ppttifi ` Trapezoidal Loads (plf) April 16,2002 Vert: B=-2.0-to-D=-133.6, B=0.0-to-E=-74.2 oTruss russ ype ty h' LOT BELL RESIDEN A227926 J203301 HJ9B ROOF TRUSS 2 1 (optional) uil ers ust ource A , , yan aeseler 4. R1 s ct 1 1 i e ndustries, Inc. hu Apr 11 18:24:24 age 1 -2-9-15 4-11-6 9-10-13 2-9-15 4-11-6 4-11-7 Scale = 1:21.3 D 2.83 12 3x5 C m Lf B oq G F Em x6 - 1.5x4 II 3x5 = 4-11-6 9-10-13 2-9-15 9-10-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.09 F-G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) 0.25 A-B >148 BCLL 10.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.01 E n/a SCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight:43 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-6-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size► D=248/Mechanical, B=536/0-4-15, E=399/Mechanical Max Horz B=203(load case 2) Max UpliftD=-245(load case 5), B=-526(load case 2), E=-191(load case 2) FORCES (Ib) -First Load Case Only TOPCHORD A-B=34, B-C=-1104, C-D=42 BOT CHORD B-G=1056, F-G=1056, E-F=0 WEBS C-G=186, C-F=-1091 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll,condition I enclosed building,with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60mellinJO irder ) for truss to truss 3) Provide 2) Refer mecchaniconnection connecon(by others) of truss uss to bearing plate capable of withstanding 245 lb uplift � � at joint D, 526 Ib uplift at joint B and 191 Ib uplift at joint E. { K1F>C11 r ~ - LOAD CASE(S) Standard �r 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) ATBbF Vert: A-B=-54.0 Trapezoidal Loads (plf) Vert: B=-2.8-to-D=-133.6, B=-0.0-to-E=-74.2 '�'tt�exrnstsn+�``� April 16,2002 i o russ Truss Type ty y OT BEL RE ID J203301 T01 ROOF TRUSS 1 1 A227927 toptional) Builders irst ource JA , , yan aeseer 4.201 SR1 s Uct 17 2001 e n ustries, Inc. Thu Apr 11 1 4: 5 age 1 -2-0-0 3-6-0 7-0-0 9-8-0 12-4-0 15-10-0 19-4-0 21-4-0 2-0-0 3-6-0 3-6-0 2-8-0 2-8-0 3-6-0 3-6-0 2-0-0 Scale = 1:40.0 4x5 = 3x8 = 4x5 = D E F 6.00 12 1.5x4 1.5x4 C G ro 0 M CO) B H co OA I �o 3x6 = L K J 3x6 = 3x8 = 1.5x4 II 3x8 = 7-0-0 9-8-0 12-4-0 19-4-0 2-0-0 19-4-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.12 K >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.16 B-L >999 BCLL 10.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.07 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 105 1b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1717/0-3-8, H=1717/0-3-8 Max Horz B=-148(load case 5) Max UpliftB=-993(load case 4), H=-925fload case 5) FORCES (lb) -First Load Case Only TOP CHORD A-B=49, B-C=-2999, C-D=-2863, D-E=-2576, E-F=-2576, F-G=-2863, G-H=-2999, H-1=49 BOT CHORD B-L=2604, K-L=2697,J-K=2697, H-J=2604 WEBS C-L=-74, D-L=964, E-L=-209, E-K=88, E-J=-209, F-J=964, G-J=-74 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase isa �ryyu 1.60 Y CT: A. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 993 Ib uplift IFI ry at joint B and 925 Ib uplift at joint H. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s)required to support concentrated load(s) 539.OIb down and 657.41b up * = at 12-4-0, and 539.01b down and 657.41b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. ss A.ATFiOF �. LOAD CASE(S) Standard `' EQ 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) April 16,2002 Vert: A-D=-54.0, D-F=-117.6, F-1=-54.0, B-L=-30.0,J-L=-65.3, H-J=-30.0 Concentrated Loads (lb) Vert: L=-539.0 J=-539.0 Job russ russ Type ty Ply OT BEL I J203301 T02 ROOF TRUSS 1 1 A227928 (optional) ui ers FirstSource JA--X-,-,-Ry-a—n-F aese er 4.201 SR1 s Oct 17 20 1 i e Industries, Inc. Thu Apr 11 1age 1 -2-0-0 , 4-6-0 9-0-0 110-4-01 14-10-0 19-4-0 21-4-0 2-0-0 4-6-0 4-6-0 1-4-0 4-6-0 4-6-0 2-0-0 Scale = 1:41.2 4x8 = 4x5 = D E 6.00 12 1.5x4 1.5x4 C F co B G M 0 Hio 3x5 = J I 3x5 = 3x8 = 3x5 = 9-0-0 10-4-0 19-4-0 2-0-0 19-4-0 2-0-0 Plate Offsets 1 1' [8:0-2-4,0-1-81, LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.13 G-1 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.20 G-1 >999 BCLL 10.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.03 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=919/0-3-8, G=919/0-3-8 Max Horz B=-174(load case 5) Max UpliftB=-475(1oad case 4), G=-458(1oad case 5) FORCES (lb) -First Load Case Only TOP CHORD A-B=49, B-C=-1284, C-D=-1014, D-E=-862, E-F=-1010, F-G=-1284, G-H=49 BOT CHORD B-J=1111, I-J=857, G-I=1 11 1 WEBS C-J=-283, D-J=260, E-J=19, E-1=266, F-I=-289 NOTES 1) This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches r exist, they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is "R A 'gay 1.60 a` p 3) Provide adequate drainage to prevent water ponding. 't1FL div 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 475 Ib uplift at joint B and 458 Ib uplift at joint G. ' �w S � LOAD CASE(S) Standard ATS OF 13, iURtT?�', 'err April 16,2002 a I o russ russ ypeQty Ply LOT BELL RESIDENCE A227929 J203301 T03 ROOF TRUSS 2 1 (optional) u� ers first ource JA , , yan aese er 1 R1 s ct 1 1 i ek ndustnes, nc. u Apr 1 1 4: age 1 2-0-0 4-10-0 9-8-0 14-6-0 19-4-0 21-4-0 2-0-0 4-10-0 4-10-0 4-10-0 4-10-0 2-0-0 Scale = 1:39.2 4x5 = D 6.00 12 1.5x4 1.5x4 C E F M B M G}o 0A 3x5 - H 3x5 - 3x8 = 9.8.0 19-4-0 2.0.0 19-4-0 2-0-0 {ate Offsets ): - - - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.14 B-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.21 B-H >999 BCLL 10.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.03 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 90 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-6-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=919/0-3-8, F=919/0-3-8 Max Hoa B=-182(load case 5) Max UpliftB=-465(load case 4), F=-465(load case 5) FORCES (Ib) -First Load Case Only TOP CHORD A-B=49, B-C=-1269, C-D=-988, D-E_-988,E-F=-1269, F-G=49 BOT CHORD B-H=1095, F-H=1095 WEBS C-H=-294, D-H=559, E-H=-294 NOTES 1) This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches a "��rnwrruf� exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is � CE A. Irui� 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 Ib uplift tr �g�IFI f at joint B and 465 Ib uplift at joint F. CT' c � n a LOAD CASE(S) Standard 0111 "*+H11E 11SI4flt ?� April 16,2002 Job russ russ Type ty ly L RE I E J203301 T04 ROOF TRUSS 1 1 A227930 to tional) w ers FirstSource A , , yan aeseler 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc Thu Apr 11 14: age 1 -2-0-0 4-10-0 9-8-0 13-8-0 17-8-0 20-8-0 22-4-0 1 24-4-0 2-0-0 4-10-0 4-10-0 4-0-0 4-0-0 3-0-0 1-8-0 2-0-0 Scale = 1:45.6 4x5 - D 6.00 12 1.5x4 6x8 E C 6x8 = 4x8to = F G Cl) B H f)�N OA I )� 0 3x5 M L K J 3x5 = 3x8 - 3x10 - 3x5 - 1.5x4 II 22-4-0 9-8-0 17-8-0 20-7-4 20-0-0 2-0-0 22-4-0 2-0-0 Plate Offsets (X,Y): [B:0-2-10,0-1-81, - LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL '20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.33 L-M >806 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.46 L-M >570 BCLL 10.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.05 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-12 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1053/0-3-8, H=1145/0-3-8 Max Horz B=-182(load case 5) Max UpliftB=-499(load case 4), H=-580(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=49, B-C=-1559, C-D=-1278, D-E=-1271, E-F=-4206, F-G=-3452, G-H=-1865, H-1=49 BOT CHORD B-M=1353, L-M=1707, K-L=1629, J-K=1629, H-J=1607 WEBS C-M=-294, D-M=858, E-M=-749, E-L=2511, F-L=-1914, G-L=1908, G-J=136 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end no verticals exist, they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porchesE a� exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is Ax 1.60g'i11fri 3) Provide adequate drainage to prevent water ponding. CT' T�oe 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 499 Ib uplift at joint B and 580 Ib uplift at joint H. 7 51 Special hanger(s) or connection(s) required to support concentrated load(s) 108.Olb down and 50.31b up at 20-7-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. Js� AEOF s 14 091 LOAD CASE(S) Standard f, ED 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) April 16,2002 Vert: A-D=-54.0, D-F=-54.0, F-G=-54.0, G-1=-54.0, B-H -30.0 Concentrated Loads (lb) Vert: J=-108.0 Job russ Truss Type Qty Ply L E ID E J203301 T05 ROOF TRUSS 1 1 A227931 to tiona" w ders irst ource AX, , yan aese er 4. R1 s ct 1 1 1 1 e Industries, nc. Thu Apr 1 1 1 4: age 1 -2-0-0 4-10-0 9-8-0 15-8-0 18-8-0 22-4-0 24-4-0 2-0-0 4-10-0 4-10-0 6-0-0 3-0-0 3-8-0 2-0-0 Scale = 1:45.1 4x6 = D 6.00 12 1.5x4 4x5 = 4x8 - C E F LC C0 B G c) o H 10 3x5 — L K J I 3x5 - 3x5 - 3x5 - 3x8 = 1.5x4 II 6-10-0 15-8-0 18-8-0 22-4-0 2-0-0 22-4-0 2-0-0 Plate ffsets(X,Y): [F:0-5-4,0-2- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.25 J-L >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.36 J-L >737 BCLL 10.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.04 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 110 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1045/0-3-8, G=1045/0-3-8 Max Horz B=-182(load case 5) Max UpliftB=-495(load case 4), G=-533(load case 5) FORCES (lb) -First Load Case Only TOP CHORD A-B=49, B-C=-1608, C-D=-1449, D-E=-2686, E-F=-2240, F-G=-1625, G-H=49 BOT CHORD B-L=1371, K-L=1020, J-K=1020, 1-J=1392, G-1=1390 WEBS C-L=-179, D-L=463, D-J=1694, E-J=-1398, F-J=1016, F-1=22 NOTES 1► This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches IrrrKrrtpr exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 + CB 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 495 Ib uplift at joint B and 533 Ib uplift at joint G. _ LOAD CASE(S) Standard pOg OKI .�}7}Jr'�11(tNt1111AYM1Twt4S5�'n,3*y� April 16,2002 o Truss russ ype ty ly LLRESIDENCE A227932 J203301T06 ROOF TRUSS 1 1 (optional) w ders first ource J X, , yan aese Ter 4. 1 R s ct 1 MiTek Industries, Inc. hu Apr 11 18:24:32 age 1 -2-0-0 4-10-0 9-8 0 13-8 0 16-8-0 22-4-0 24-4-0 2-0-0 4-10-0 4-10-0 4-0-0 3-0-0 5-8-0 2-0-0 Scale = 1:45.1 4x5 - D 6.00 12 4x5 = 4x8 = 1.5x4 E F C Cl) B G �?3 H Ia 6 0 3x5 = K J 1 3x5 = 3x5 = 6x8 = 1.5x4 11 6-10-0 13-8-0 16-8-0 22-4-0 2-0-0 22-4-0 2-0-0 Plate Offsets (X-,Y)- - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.13 J-K >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.18 J-K >999 BCLL 10.0 Rep Stress Incr YES WB 0.33 HorzITL) 0.04 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 112 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-3 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1045/0-3-8, G=1045/0-3-8 Max Horz B=-182(load case 5) Max UpliftB=-495(load case 4), G=-533(load case 5) FORCES (lb) -First Load Case Only TOP CHORD A-B=49, B-C=-1597, C-D=-1432, D-E=-1908, E-F=-1639, F-G=-1576, G-H=49 BOT CHORD B-K=1365, J-K=101 1, 1-J=1345, G-1=1338 WEBS C-K=-204, D-K=436, D-J=1043, E-J=-952, F-J=419, F-I=123 NOTES 1) This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not 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 S A. 1.60 3) Provide adequate drainage to prevent water ponding. s 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 495 Ib uplift at joint B and 533 Ib uplift at joint G. a 5 LOAD CASE(S) Standard S. TR OF April 16,2002 oTruss russ ype ty PIy BELL I N E A227933 J203301 T07 ROOF TRUSS 1 1 (optional) ui ers firstSource JAX, , Ryan F aese er 4. 1 1 s ct 17 20m M Tek Ind-1ries, Inc. Thu Apr 11 18:24:33 Page 1 -2-0-0 4-10-0 9-8-0 11-8-0 14-8-0 18-6-0 22-4-0 24-4-0 2-0-0 4-10-0 4-10-0 2-0-0 3-0-0 3-10-0 3-10-0 2-0-0 Scale = 1:45.1 4x5 = D 4x5 = 4x8 = E 6.00 12 F 1.5x4 1.5x4 C G LC M B H Co I I� 6 0 3x5 = M L K J 3x5 = 3x5 = 3x8 3x5 -- 3x5 3x5 = 6-10-0 11-8-0 14-8-0 22-4-0 2-0-0 22-4-0 2-0-0 Plate Offsets(X,Y)-. LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.10 H-J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.14 H-J >999 BCLL 10.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 1201b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1045/0-3-8, H=1045/0-3-8 Max Horz B=-182(load case 5) Max UpliftB=-495(load case 4), H=-533(load case 5) FORCES (lb) -First Load Case Only TOP CHORD A-B=49, B-C=-1589, C-D=-1422, D-E=-1435, E-F=-1268, F-G=-1376, G-H=-1576, H-1=49 BOT CHORD B-M=1360, L-M=1014, K-L=1200,J-K=1200, H-J=1365 WEBS C-M=-213, D-M=410, D-L=692, E-L=-664, F-L=115, F-J=268, G-J=-192 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 it above ground level using 5.0 psi top chord dead load and 5.0 psi bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end a0� slt� oyu+a verticals exist,they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porches E ; exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 � 'ttFt1. ¢s 3) Provide adequate drainage to prevent water ponding. = t 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 495 Ib uplift t at joint B and 533 Ib uplift at joint H. –_ LOAD CASE(S) Standard �.r,�trurr3r,asur��''� April 16,2002 i Job russ Truss Type ty LOT BELLID N 3203301 T09 ROOF TRUSS 1 2 A227934 (optional) ui ers FirstSource JAX, , Ryan Haese er 4.201 SR1 s Oct 17 20 1 MiTek Industries, Inc. Thu Apr 11 1 : 4: age 1 -2-0-0 3-6-0 7-0-0 11-2-0 15-4-0 18-10-0 22-4-0 24-4-0 2-0-0 3-6-0 3-6-0 4-2-0 4-2-0 3-6-0 3-6-0 2-0-0 Scale = 1:46.0 4x5 = 3x8 = 4x5 = D E F 6.00 12 2x4 - 2x4 = C G N Cl) B L K J H M 6x8 = 1.5x4 II 6x8 = l 1¢ oA o X5 3x5 3.00 12 7-1-8 11-2-0 15-2 8 22-4-0 2-0-0 22-4-0 2-0-0 Plate Offsets KY): L: -4 dge LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.32 K >836 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.41 K >642 BCLL 10.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.27 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 214 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=1992/0-3-8, H=1992/0-3-8 Max Horz B=163(load case 4) Max UpliftB=-1148(load case 4), H=-1045(load case 5) FORCES {Ib) -First Load Case Only TOP CHORD A-B=48, B-C=-6183, C-D=-6525, D-E=-5998, E-F=-5998, F-G=-6525, G-H=-6183, H-1=48 BOT CHORD B-L=5535, K-L=6765, J-K=6765, H-J=5535 WEBS C-L=479, D-L=2480, E-L=-844, E-K=260, E-J=-844, F-J=2480, G-J=479 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category It, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 It end .a��' "ttlu►�wrq,4 i verticals exist, they are exposed to wind. If cantilevers exist, they are not 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) Bearing at joint(s) B, H considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. c - Building designer should verify capacity of bearing surface. i 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1148 Ib uplift at joint B and 1045 Ib uplift at joint H. 6) Girder carries hip end with 7-0-0 end setback 7) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows:, Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. ''risftt� a��A�'�t�+ Bottom chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. April 16,2002 8) Special hanger(s) or connection(s) required to support concentrated load(s) 539.Olb down and 657.41b up at 15-2-8, and 539.01b down and 657.41b up at 7-1-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard Continued on page 2 Job russ russ ype ty L T LL RESIDEN E J203301 T09 ROOF TRUSS 1 2 A227934 (optional) @Tders ust ource JAX, , Ryan Haese er 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Thu Apr 11 18: 4: 4 Page LOAD CASEM Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-54.0, D-F=-117.6, F-1=-54.0, B-L=-30.0, J-L=-65.3, H-J=-30.0 Concentrated Loads (lb) Vert: L=-539.0 J=-539.0 Job russ Truss Type ty LRESIDEN J203301 T10 ROOF TRUSS 2 2 A231937 (optional) w ers FirstSource JAX, , Ryan Haeseler 4.201 R1 s ct 17 2001 MiTek Industries, Inc. Tue Apr 16 15:15:1 age 1 -2-0-0 4-3-8 8-7-0 11-2-0 13-9-0 18-0-8 22-4-0 24-4-0 2-0-0 4-3-8 4-3-8 2-7-0 2-7-0 4-3-8 4-3-8 2-0-0 Scale = 1:46.0 7x14 MI 120H�1 7x14 M1120H I/ 3x5 = D E F 6.00 12 3x5 3x5 C G- L L K co B 704 M11201-1- 7x14 M1120H- H c? N �l M J I ]v o A x12 : 2x4 11 2x4 11 302 o 3.00 12 4-3-8 8-10-0 13-6-0 18-0-8 22-4-0 2-0-0 22-4-0 2-0-0 Plate Offsets(X,Y): D: -1-1 -1- -11, -4-81, [L:0-7-0,0-4-81 LOADING L: - - LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) -0.58 K-L >453 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.93 Vert(TLI -0.82 K-L >323 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0.54 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 259 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) *Except* TOP CHORD Sheathed or 1-7-8 oc purlins. D-F 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing. BOT CHORD 2 X 6 SYP SS 'Except' K-L 2 X 6 SYP NoA D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=4335/0-3-8, H=4335/0-3-8 Max Horz B=-169(load case 5) Max Uplift B=-207911oad case 4), H=-2013(1oad case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=51, B-C=-15619, C-D=-16829, D-E=-15778, E-F=-15778, F-G=-16829, G-H=-15618, H-1=51 BOT CHORD B-M=14178, L-M=14304, K-L=16117, J-K=14303, H-J=14178 WEBS C-M=-396, D-L=5729, F-K=5729, G-J=-396, E-K=-452, E-L=-452, G-K=1277, C-L=1277 NOTES 11 This truss has been checked for unbalanced loading conditions. � xwwrUW1 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level4krt CE q yyaiur using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an "& occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end tl verticals exist, they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porches = tf' to ? exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 *Z 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. IS 5) Bearing at joint(s) B, H considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. , 6) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 2079 Ib uplift .�tED at joint B and 2013 Ib uplift at joint H. f''sr'j"Annni{sn 7) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: April 16,2002 Top chords connected as follows: 2 X 4- 1 row at 0-4-0 oc, 2 X 6-2 rows at 0-7-0 oc. Bottom chords connected as follows: 2 X 6- 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. Continued on page 2 Job Truss russ yp Qty ply LOT BLL RESIDENCE J203301 T10 ROOF TRUSS 2 2 A231937 (optional) u—ders FirstSource JAX, , Ryan Haese er 1 R1 s Oct 1 1 i e Industries, Inc. ue Apr 16 15:15:18 2002 Page NOTES 8) Special hangers) or connection(s) required to support concentrated load(s) 1200.01b down and 558.41b up at 8-7-0, and 120O.Olb down and 558.41b up at 13-9-0 on top chord, and 1584.01b down and 737.11b up at 8-10-0, and 1584.O1b down and 737.11b up at 13-6-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-54.0, D-F=-250.0, F-I=-54.0, B-L=-30.0, K-L=-30.0, H-K=-30.0 Concentrated Loads (lb) Vert: D=-1200.0 F=-1200.0 L=-1584.0 K=-1584.0 i ENCE Job russ russ ype Uty lyLL ID A231938 J203301 T11 ROOF TRUSS 6 1 LLUoptinal) ui ders lrst ource JA , , Ryan aeseler R1 s ct 17 1 MiTek Industries, Inc. ue Apr 1 15:15:19 age 1 2-0-0 4-4-4 8-8-8 2-0-0 4-4-4 4-4-4 D Scale = 1:22.1 r 6.00 12 1.5x4 = `N C FE- 3x5 = a 0 N N B 3.00 12 A 2x6 ; 8-8-8 2-0-0 8-8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.29 B-F >354 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.43 B-F >238 BCLL 10.0 Rep Stress Incr YES WB 0.14 Horz(TL) -0.01 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=1 12/Mechanical, B=492/0-3-8, E=229/Mechanical Max Horz B=339(load case 4) Max UpliftD=-1 29(load case 4), B=-285(load case 4), E=-79(Ioad case 4) FORCES (lb) -First Load Case Only TOP CHORD A-13 48, B-C=-525, C-D=39 BOT CHORD B-F=445, E-F=55 WEBS C-F=-411 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are exposed to wind. If cantilevers exist,they are not 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) Refer toirder(s) for truss to truss connections. ' 3) Bearingat joint(s) B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Buildindesigner should verify capacity of bearing surface. IF( ¢, 4) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 129 lb uplift , at joint D, 285 Ib uplift at joint B and 79 Ib uplift at joint E. 7 LOAD CASE(S) Standard ATB OF ��ffk4pl54!lb �1l>� April 16,2002 j o Truss russ ype ty ly L B LL RESIDENCE A227937 J203301 T12 ROOF TRUSS 1 1 (o tional) udders first ource JAX, , van Haeseler 1 R1 s ct 1 1 MiTek ndustries, Inc. Thu Apr 11 18:24:38 2 Page 1 -2-0-0 3-6-0 7-0-0 10-10-0 14-8-0 18-2-0 21-8-0 23-8-0 2-0-0 3-6-0 3-6-0 3-10-0 3-10-0 3-6-0 3-6-0 2-0-0 Scale = 1:43.8 4x8 = 3x8 = 4x8 = 4.00 12 D E F 1.5x4 1.5x4 C G r; H ,n N L0 B C4 A I o 0 3x5 = O N M L K J 3x5 = 3x5 = 3x5 = 6x8 = 6x8 = 1.5x4 1i 3x5 = _ 7-0-0 7 9-1z 10-10-0 13 10-4 14-8-p 21-8-0 2-0-0 21 8-0 2-0-0 Plate f sets MY): [D:0-5-4;U- 4. k 7--Tl LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.09 B-0 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.12 B-0 >999 BCLL 10.0 Rep Stress Incr NO WS 0.60 Horz(TL) 0.02 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 110 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=927/0-3-8, K=2794/0-3-8, H=137/0-3-8 Max Horz B=-98(load case 5) Max UpliftB=-560(load case 4). K=-1451(load case 2), H=-336(load case 5) Max Grav B=942(load case 6), K=2794(load case 1), H=170(load case 7) FORCES (Ib) -First Load Case Only TOP CHORD A-B=34, 8-C=-1 827, C-D=-1616, D-E=-1368, E-F=1147, F-G=837, G-H=504, H-1=34 BOT CHORD B-0=1690, N-0=1562, M-N=500, L-M=500, K-L=500, J-K=-717, H-J=-443 WEBS C-0=-181, D-0=732, D-N=-597, E-N=1 103, E-M=136, E-K=-2093, F-K=-1322, F-J=664, G-J=-328 NOTES 1) This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an y °�wnram"WK� occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end ' E �w, verticals exist, they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches [iF Ai! exist, the right is exposed and the left is not exposed. The lumber DOL increase is 1.60, and the plate �. L4 grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. _ 7 4) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 560 Ib uplift k at joint B, 1451 Ib uplift at joint K and 336 Ib uplift at joint H. c 5) Girder carries hip end with 7-0-0 end setback ATfit3F 6) Special hanger(s) or connection(s) required to support concentrated load(s) 539.01b down and 567.31b up !� LpR.1D�' ' at 14-8-0, and 539.01b down and 567.31b up at 7-0-0 on bottom chord. Design for unspecified `r connection(s) is delegated to the building designer. %111r;attr��rnin"��`. April 16,2002 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: A-D=-54.0, D-F=-117.6, F-1=-54.0, B-0=-30.0, J-0=-65.3, H-J=-30.0 Concentrated Loads (lb) Vert: 0=-539.0 J=-539.0 JoTruss russ Type ty Ply L BELL RESIDENCE A227938 J203301 T13 ROOF TRUSS 1 1 (o tional) wl ers first ource AX, , Ryan Haese er 4. 1 R s ct 1 1 i e n ustries, Inc. Thu Apr 1 1 4: Page 1 -2-0-0 4-6-0 9 0-0 T 12-8 0 17-2-0 21-8 0 23 8-0 2-0-0 4-6-0 4-6-0 3-8-0 4-6-0 4-6-0 Scale 0-0 = 1:43.8 5x5 = 5x5 = 4.00 F1£ D E 1.5x4 zz� 1.5x4 C F in 17 co in B G ,r, ;h A H k' o 3x5 = K J I 3x5 = 3x8 = 3x5 = 3x5 7-9-12 13-10-4 21-8-0 2-0-0 21-8-0 2-0-0 —Plate Offsets( ): [13:0-2-9,0:0-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.11 G-1 >842 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.11 B-K >999 BCLL 10.0 Rep Stress Incr YES W8 0.24 Horz(TL) 0.01 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 240 Weight: 100 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=611/0-3-8, 1=1129/0-3-8, G=292/0-3-8 Max Horz B=115(load case 4) Max UpliftB=-392(load case 2), 1=-551(load case 2),G=-408(load case 5) Max Grav B=626(load case 6), 1=1129(load case 1), G=332(load case 7) FORCES (lb) -First Load Case Only TOP CHORD A-B=34, B-C=-884, C-D=-549, D-E=-504, E-F=500, F-G=125, G-H=34 BOT CHORD B-K=812, J-K=-136, 1-J=-136, G-I=-75 WEBS C-K=-360, D-K=-60, E-K=752, E-1=-824, F-1=-391 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground levet using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end � ewa �rawwrrfu verticals exist, they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches .r%;`� CS A, Ui� QIFf exist,the right is exposed and the left is not exposed. The lumber DOL increase is 1.60, and the plate a .6 y grip increase is 1.60 It s 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 392 Ib uplift a at joint B, 551 Ib uplift at joint I and 408 Ib uplift at joint G. LOAD CASE(S) Standard f1SLpRt104", April 16,2002 o Truss cuss ype ty ly LOT BELL E I N A227939 J203301 T14 ROOF TRUSS 2 1 (optional) Builders first ource JAX, , Ryan Haeseler 4. 1 R1 s ct 17 2001 MiTek Industries, Inc. Thu Apr 11-1-9- 4:4age 1 -2-0 0 5-5-0 10-10-0 V� 16-3-0 + 21-8-0 23-8-0 2-0-0 5-5-0 5-5-0 5-5-0 5-5-0 2-0-0 Scale = 1:43.0 4x5 = D 4.00 12 1.5x4 1.5x4 C E Cr La B F 'n c A GM 0 0 3x5 = J I H 3x5 = 3x5 = 3x5 = 3x5 = 7-11-4 13-8-12 21-8-0 2-0-0 21-8-0 2-0-0 Plate Offsets ): !R-."-0,0-0-01 LOADING H: - - LOADING (psf) SPACING 2-0-0 CS] DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) 0.13 F-H >736 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.13 B-J >999 BCLL 10.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.01 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 95 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=608/0-3-8, H=1 120/0-4-15, F=305/0-3-8 Max Horz B=131(load case 4) Max UpliftB=-382(load case 2), H=-523(load case 2), F=-412(load case 5) Max Grav B=612(load case 6), H=1120(load case 1), F=352(load case 7) FORCES (lb) -First Load Case Only TOP CHORD A-13=34, B-C=-814, C-D=-512, D-E=502, E-F=171, F-G=34 BOT CHORD B-J=742, I-J=121, H-1=121, F-H=-110 WEBS C-J=-362, D-J=512, D-H=-888, E-H=-386 NOTES 1►This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level ,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porches exist,the right is exposed and the left is not exposed. The lumber DOL increase is 1.60, and the plate pt grip increase is 1.60 CJ"�;FIC4 f4` 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 Ib uplift at joint B, 523 Ib uplift at joint H and 412 Ib uplift at joint F. �` r LOAD CASE(S) Standard =y ATfi OF 1 �°LOR14p"�ar April 16,2002 i q Job russ fuss ype ty ly L BEL RESIDEN A227940 J203301 T15 ROOF TRUSS 7 1 (optional) Builders FirstSource JAX, , Ryan Haeseler 4.201 SRI-S--Oct 17 2001 MiTek Industries, Inc. Thu Apr 11 1 4:4 0 Page 1 5-5-0 10-10-0 T 16-3-0 2-0-0 5-5-0 5-5-0 5-5-0 5-5-0 2-0-0 Scale = 1:43.0 4x5 = D 4.00 12 3x5 � 3x5 C E in B F `n A G o 3x5 - L K J I H 3x5 - 1.5x4 11 3x5 = 3x5 - 3x5 = 1.5x4 II 5-5-0 9-11-4 -1-11-8-12 , 16-3-0 21-8-0 2-0-0 21-8-0 2-0-0 Plate Offsets( ): (J:0-0-0,0-0-01 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.04 B-L >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) 0.07 F-G >373 BCLL 10.0 Rep Stress Incr YES WB 0.30 Horz(TL) -0.01 J n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min 1/defl = 240 Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 cc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=470/0-3-8, J=1193/0-4-15, F=369/0-3-8 Max Horz B=131(load case 4) Max UpliftB=-504(load case 4), J=-646(load case 2), F=-297(load case 5) Max Grav B=499(load case 6), J=1193(load case 1), F=412(load case 7) FORCES (Ib)- First Load Case Only TOP CHORD A-B=34, B-C=-473, C-D=257, D-E=556, E-F=-171, F-G=34 BOT CHORD B-L=405, K-L=405, J-K=-277, 1-J=120, H-1=120, F-H=120 WEBS C-L=160, C-K=-652, D-K=324, D-J=-864, E-J=-651, E-H=153 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 it above ground level ,using 5.0 psi top chord dead load and 5.0 psi bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end �µ�ttrMnyr�r verticals exist,they are exposed to wind. if cantilevers exist, they are not exposed to wind. If porches `�, OF A. "��,,� exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.60, and the plate11~ _Qr. grip increase is 1.60 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 504 Ib uplift at joint B, 646 Ib uplift at joint J and 297 Ib uplift at joint F. _ 7 LOAD CASE(S) StandardATE OF ALOR 1� 'r TWO) April April 16,2002 I 1 1 Job russ russ ypeQty Ply LOT BLL RESIDENCE A227941 J203301 T16 ROOF TRUSS 1 1 (optional) -D-u-ificiers FirstSource JAX, , Ryan Haeseler 4.2V1 R1 s Oct 17 1 i ek Industries, Inc. Thu Apr 11 1 :4 2 Page 1 -2-0-0 5-5-0 10-10-0 16 3-0 21-8-0 2-0-0 5-5-0 5-5-0 5-5-0 5-5-0 2-0-0 Scale = 1:43.0 4x5 = D 4.00 12 1.5x4 \\ 1.5x4 C E U') B F in A G o 3x5 = J I H 3x5 - 3x5 - 3x5 = 3x5 - 6-1-12 15-6-4 21-8-0 2-0-0 21-8-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.15 H-J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.22 H-J >837 BCLL 10.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.01 H nla BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 95 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-9-5 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=71510-3-8, H=1073/0-4-15, F=244/0-3-8 Max Horz B=131(load case 4) Max UpliftB=-433(load case 2), H=-450(load case 3), F=-376(load case 5) Max Grav B=715(load case 1), H=1073(load case 1), F=281(load case 7) FORCES (lb) -First Load Case Only TOP CHORD A-B=34, B-C=-1233, C-D=-1119, D-E=371, E-F=254, F-G=34 BOT CHORD B-J=1 121, 1-J=397, H-1=397, F-H=-194 WEBS C-J=-254, D-J=788, D-H=-892, E-H=-285 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level ,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches � � exist,the right is exposed and the left is not exposed. The lumber DOL increase is 1.60, and the plate �ira grip increase is 1.60 11'0 C,111 A 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 433 Ib uplift r*t t�. IFI `ft at joint B, 450 Ib uplift at joint H and 376 Ib uplift at joint F. LOAD CASE(S) Standard *fi A'I1i OF ORI April'�`ii,yltitisili�.•y5Ui1�411r♦�4\�. April 16,2002 rJO203301 b russ Truss ype ty ly L BELL ID NA227942 T17 ROOF TRUSS 1 1 (o tionaU w ers First ource JAX, , RV—an--F aeseler 4. 1 1 s ct 1 1 i e Industries, nc. hu Apr 1 1 1 4:44 Page 1 2-0-0 5-5-0 10 10-0 16-3 0 21-8 0 23-8 0� 2-0-0 5-5 0 5 5-0 5-5 0 5-5-0 2-0-0 Scale = 1:43.0 4x5 = D 4.00 12 3x5 3x5 C E Un B F in r A G o � 3x5 = K J I H 3x5 - 1.5x4 /i 3x8 = 3x5 = 1.5x4 4-1-12 10-10-0 17-6-421-8-0 2-0-0 21-8-0 2-0-0 Plate offsets - LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.09 J-K >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.13 J-K >999 BCLL 10.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.02 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 100 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=818/0-3-8, H=1091/0-4-15, F=123/0-3-8 Max Herz B=131(load case 4) Max UpliftB=-468(load case 2), H=-408(load case 3), F=-316(load case 5) Max Grav B=818(load case 1), H=1091(load case 1), F=173(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A-B=34, B-C=-1590' C-D=-860, D-E=-862, E-F=559, F-G=34 BOT CHORD B-K=1456, J-K=1336, I-J=207, H-1=207, F-H=-483 WEBS C-K=200, C-J=-593, D-J=217, E-J=599, E-H=-1140 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 it above ground level using 5.0 psi top chord dead load and 5.0 psi bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end t0N',tn(Mrsafhu� verticals exist, they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porches CE A #'f4* exist,the right is exposed and the left is not exposed. The lumber DOL increase is 1.60, and the plateaIFIA grip increase is 1.60 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 468 Ib uplift _ at joint B, 408 Ib uplift at joint H and 316 Ib uplift at joint F. Ai&OF4 LOAD CASE(S) Standard LOR19¢ '*�� /J�'SJ{IAfN5;1t415N4t5L�t�� April 16,2002 Job russrussType ty Ply L BELL RE IDN E J203301 T18 ROOF TRUSS 1 1 (optional) A227943 Buil ers FirstSource JAX, , Ryan Haeseler 4.201 R1 s ct 17 2001 MiTek Industries, Inc. Thu Apr 11 1 4:4 Page 1 L-2-02-0-0 — 5-5-0 10-10-0 i 16-3-0 _ 21-8-0 2-0-0 5-5-0 5-5-0 5-5-0 5-5-0 2-0-0 Scale = 1:43.0 4x5 = 4.00 12 D 4x8 4x8 C E in B F LO 'iA G" 0 0 3x5 = K J I H 3x5 = 1.5x4 3x8 = 3x5 = 1.5x4 2-3-8 10-10-0 19-4-12 21-8-0 2-0-0 21-8-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.19 J-K >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.27 J-K >872 BCLL 10.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.04 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 106 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-5-1 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=931/0-3-8, H=1008/0-4-15, F=93/0-3-8 Max Horz B=131(load case 4) Max UpliftB=-509(load case 2), H=-252(load case 2), F=-358(load case 5) Max Grav B=931(load case 1), H=1008(load case 1), F=122(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A-B=34, B-C=-2092, C-D=-1244, D-E=-1245, E-F=278, F-G=34 BOT CHORD B-K=1934, J-K=1629, 1-J=1117, H-1=1 1 17, F-H=-225 WEBS C-K=347, C-J=-514, D-J=430, E-J=23, E-H=-1527 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches grip increase, thright is ex osed and the left is not exposed. The lumber DOL increase is 1.60, and the plate �`��` �`4 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 509 Ib uplift K;FI Qf at joint B, 252 Ib uplift at joint H and 358 Ib uplift at joint F. LOAD CASE(S) Standard - �k eta �r�l+armu�auu��" April 16,2002 Job russ Truss Type ty Ply L T BELL RE IDN E A227944 J203301 T19 QUEENPOST 1 1 (optional) Builders First ource JAX, , Ryan Haeseler 4.2 1 R1 s Oct 17 2001 Mil ek Industries, Inc. Thu Apr 1 1 1 :24:47 Page-1 -2-0-0�_ 5-9-14 10-10-0 15-10-2 1 21-8-0 23-810 2-0-0 5-9-14 5-0-2 5-0-2 5-9-14 2-0-0 Scale = 1:43.0 4x5 = 4.00 F D 1.5x4 1.5x4 5 C E �n B F L 4A Gt� 6 0 3x5 = I H 3x5 - 3x5 = 3x8 = 10-10-0 21-8-0 2-0-0 21-8-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in NO I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.41 B-1 >622 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.39 F-I >663 BCLL 10.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.05 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 94 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-11 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-4-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1016/0-3-8, F=1016/0-3-8 Max Horz B=131(load case 4) Max UpliftB=-852(load case 4), F=-871(load case 3) FORCES (lb) -First Load Case Only TOP CHORD A-B=34, B-C=-1968, C-D=-1525, D-E=-1525, E-F=-1968, F-G=34 BOT CHORD B-1=1832, H-1=1832, F-H=1832 WEBS C-1=-456, D-1=662, E-1=-456 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist, the right is exposed and the left is not exposed. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �d�titiniufNit++�rcrrk 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 852 Ib uplift L�`� ism£ A- at joint B and 871 lb uplift at joint F. LOAD CASE(S) Standard = �, ATE OF �4� - ,f��`�� tM14fltS1�tS°`' April 16,2002 Truss Connections ELITE HOMES BELL RESIDENCE Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection T1 993 925 HTS30 N/A SPH4 on Post T9 1148 1045 HTS30 N/A (2)SPH4 on Post 2079_ _ _ _2013 _(2)HTS30 N/A _ HTT16 560_ 1451 336 _ H2.5A ; (2)HTS30 ; H2.5A TYP ; NIA ; TYP TYP ; HTT16 ; TYP T15 504 646 297 (1)H2.5A ; (2) H2.5A ; (1)H2.5A TYPICAL TYPICAL T19 852 871 (2) H2.5A TYPICAL TYPICAL ALL OTHERS -_ <600 L _ - <600-- — (1) H2.5A - Where HTS30 is indicated install two (2) No. SPF studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d cor 1. Typical: SPH4 at sill and double plate at 32" o.c. (Capacity: 432 plf or 865# uplift for trusses at 2' o.c.) Nail with 12- 10d X 1 1/2". H2.5A Uplift Capacity: 600# ; MTS12 Uplift Capacity 1000# ; HTS30 Uplift Capacity: 1245# ; HTT16 Uplift Capacity: 4165# All connectors are SIMPSON or equal (U.O.N.) 2955 Hartley Rd., Suite 202 , Jax., FL 32257 Jeffrey K. Hulsberg P.E. (904) 886-2401 FAX (904) 260-4367 MAP SHOWING SURVEY OF ,t 32, as shown on the Plat of Ocean Grove Unit 2, as recorded in Plat Book 20, Page 20 of Current Public Records of Duval County, Florida. For: Richard Warren OCEAKJ 620VE D21VE 5. 304&'4Z"E. &0 TO /at* S'T 2EET SET L P. � N N Co.c/! w.1.x it qi 4' sr000 m Q i3.8' m 4' Yl / STO,t Y N �Oc/� BLOCC _ ff1 N N zq"EAV6s N m �° i938 p i /4 7 Z O - 5M--A6E covc sc..�tB r � � O m fn J � -7' m SET 3�r 1,P L O T 3v L O T 37 L O T 3E3 r, Pi' r. ov �_ o GiTY i„ ATLANT)e ,;EA(C1, n EJU)LDING op7j7e cssc'xeD CORHERN-82T JUL-y 4 i 974 - SAME � cbG7�c1EL?S SET LEGEND WAMLY I RAY & ASSOCIATES O WffAL ETARR 25T LAND SURVEYORS MIMI, STARS FOUND 38 EAST 19rs STREET 0 PRRMANNNT RSTNUSNCR Molt. _ itA, JAC1K111nArVVT r 1r �.ri.e.... MAP SHOWING BOUNDARY SURVEY OF LOT 32, OCEAN GROVE UNIT NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: DAVID W. BELL AND SHERI L. LAWHUN CHASE MANHATTAN MORTGAGE CORPORATION STEWART TITLE GUARANTY COMPANY RICHARD T. MOREHEAD, P.A. OCEAN GROVE DRIVE (60.0' RIGHT OF WAY) 5 03'46'42" E 60.0' (PLAT) NO IDENTIFICATION FOUND IRON PIPE 131 38•(PLAT) FOUND 1/2 IRON PIPES 4'00'35" E 59,93' (MEASURED) FOUND 1/2- IRON PIPE NTI NO IDENTIFICATION NO IDENTIFICATION 47_... iJ6.88'(J.IEASUREO} •° :._.. d ui e W N Of Q U) WOOD DECK I-- a Q ° X Lit a �Lvv 3 14.0` O 9.9 36. CL tL O 1' ILLJ U) ~ Nr- 171 0 d ONE STORY 4 r Q b 4 MASONRY a 00 0 — x — X POSTED N 1838 N v -0 oo.z . ° oi36.1' .- LJ 14 ui AIR , •' LOT 33 CONDITIONER LOT 31 4' P 0.0' X W LOT 32 w 0) 00 to - M °O 00 e -M r Z Z 6.7• (O co 24.0' 00 e (n ti MASONRY GARAGE + ••, C Y OF ATLANTIC BEACH 0. " NNING &ZONING OFFICE • e APR 13 2p09 24.0' 6.7' 0.3' � 6' EASEMENT 0.0' FOUND 1/2- IRON PIPE 0.3 0.2' FOUND 1/2- IRON PIPE NO IDENTIFICATION NO IDENTIFICATION N 03'44'06" W 59.99' (MEASURED) I N 03'46'42" W 60.00' (PLAT) LOT 56 NOTES: ACCEPTED BY: LEGEND: R = RADIUS —X— = FENCE L = LENGTH O = CONCRETE NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE -__PLAT ___ BEARING OF __ N 86'1318" E _____________ ALONG THE NORTHERLY BOUNDARY LINE OF SUBJECT PARCEL. DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE ----x____. AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075. PANEL _QS10111_. 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB N 13956 DATE OF FIELD SURVEY: 03-02-01 DATE OF ISSUE 03-02-01 SCALE: 1" = 20' CERTIFICATE 2522 Oak Street I HEREBY CERTIFY THAT 1415 SURVEY 'NAS MADE UNDER MY RESPONSIBLE CHARGE Jacksonville, Florida 32204 AND MEETS THE MINIMUM TECHNICAL STANDAR(IS AS SET FORTH BY THE FLORIDA (Phone) 904-389-5989 BOARD OF PR E SI1'AL SURVEYORS AND MAPPERS IN CHAPTER 61617-6. FLORIDA (Fax) 904-389-6175 ADMINIS ,'PURSUANT TO -ErTD472.072,/FFLLORIDA STATUTES. ll ip-11i'l gill I MICHAEL AIELLO LICENSED BUSINESS N 6702 REGISTERED SURVEYOR AND YPPER H 4879 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS PARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT F 0 .MA.� j-tea " s `tis h 1 in Z-R 5 v 1 44 .,q t•1T 7 `} �. l d L R 1 Ln..2" d .P `*''", 'k q t,+ PT CIN Av+:..,II n but .i✓ .,C. .�.. .. w 1-7 _. . ..... ClWNER INFOFMATI`.'�N -.. _. APPLICATION '`EES ^ skp -4 ` rF,y ''$ Fg�" �,q ' Cm's s �`3` �a wf Y �'",`,rp+q�y ��`� i Ftp 3 " r. =rFx +,' ` ` 1 t13 •..9; tis. tlt-IFA`T FEE NOTES: NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ` BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT r BY t ,. - ,.L Yuu nave any questions concerning these charges please call the building department at 247-5826 . Sincerely, Don C. For Building Official DCF/pah P�.z PU'dCrC, G-3,orzce-1, L CITY OF �4�Ga«rtic �eac! - ��ytida 800 SEMINOLE ROAD ---- -- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 Date: /op3cDx . -nCAV I Ck- Dear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows : Sewer Tap - Labor and Materials to tap into sewer main $ Water Tap - Labor and Materials to tap into water main $ — (3 -- Water Meter .- Cost of Meter $ 417- Cross 17-Cross Connection Inspection - Inspection by Public Works to ensure backflow prevention $ '- Sewer Impact Fees - Funds future expansion of the sewer plant S -- d Water Impact Fee - Funds future expansion of the water plant $ C) Capital Improvement - Funds for improvements , expansion or replacement to water system $ Ss- 0 . 00 TOTAL COSTS $ 4 6 S.y F If you have any questions concerning these charges please call the building department at 247-5826 . Sincerely, n . Don C. For Building Official DCF/pah v a(<C- c..,o 1z cc. 1 I Q DEPARTMENT OF BUILDING 9 Q Q(Z CITY OF ATLANTIC BEACH,FLORIDA PERMIT N PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 9_0*0r Date 8/9/819 1988 60,10ICKTI 4174 i � �fiC1f8 Valuation$ 6-goo 00 Fee$ b0,dQ •onrA This permit not valid until above fee has been paid to City Treasurer,and is fl/s nou subject to revocation for violation of applicable provisions of law. This is to certify that Brannan, Theron W_ Brannan Builders CBC011418 has permission to build__ Garabd as Per plans Classification Residential Zone Owned by Warren Lot 32� Block Z S/D Ocean Grove House No. 1838 Ocean Grove Drive According to approved plans which are part of this permit NOTIC —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 4D -1 O Building material, rubbish and debris 4 from this work must not be placed { in public space, and must be cleared up and hauled away by either con- tractor or owner. it 'n O h I FOR OFFICE PERMIT USE ONLY. NUMBER DATE CONTRACTOR PLUMBING Granted AdministrativsI VarinnCe for, 4% total 1sqnarA ELECTRICALt foots j SEWER (`) WATER CITY OF ATLANTIC BEACH APPLICATION TO MAKE ADDITIONS OR ALTERATIONS is 3F 1 0 y9 Owner Address CFA,-v Phone - SDi Architect Address Phone `"-- Contractor 1. 20p,4,,,V- ��i's Address /�Ajez/ ' i n..es_r oo� Phone, Y-� Contractors License/Certification Numbers_ J-1 9 Expiration Date bo 1 Property Address Zk 3 of D CjC--09 MON ve—:, Q�Q Zoning Lot # Blcok or Unit # _a Subdivision_ n C P A-) 0 0e- Valuation of Construction $ 6 0p, v� Type of Construction IV o� O A4Q 77- Describe Work to be Performed °� y OtiCrLee �,�a�� qC v Materials to be Used �'�ti �� ,lam �,�c-�s ��.h - Present Use of Building�Tg_� Proposed Use of Building g,,g� Flood Zone Dimensions of New Area: G HEATED GARAM OR STORAGE ,� 6 lb"i-y �= zS� �'�`' U CARPORT OR PORCH Building and Zoning EECx PATIO YES NO NUI-1BER Will there be an increase in number:of-units? _ Will there be a decrease in nuber of units? Any additional plumbing fixtures? Any new fireplaces? SUBM TWO CONK= SETS OF PLANS INCLUDING SITE PLAN Signature OWNER Date e 3 Signature CDNTRACIOR (�0►�GrOC 'g ----- Date } PLANS REVIEW CHECK LIST Address l a�o ate' &1,4' ------Owner-----w------------------------- Legal Description................. Contractor_ ----______________________ License Number__`- & 011 T" '_o --------- --- ----r- --- ------------. ---------- qAA as U License on File ES NO Section 24_101 * Zoning Regulations /1 Zoning District--- Proposed Use C-- ------ ------- Required Lot Size ____ Actual Lot Size _ Setbacks Required Provided Section 24-17 front _ ____ _ _____ CORNER LOT INTERIOR LOT rear Flood Zone ---------------- side-1 Required Elevation________ side-2 Max. Height Allowed__________ Proposed Height_____ Section 24_82 * Minimum Lot Coverage Required Heated Area ________ Proposed Area_____________ Section 24_161 * Offstreet Parking Number Spaces Required_______ Spaces Provided Section 24_82 * Duglicatg Buildings Is there a similar building within 500' of proposed building?YES NO Utilities Water and sewer service is to be provided by: Buccaneer Utilities v City of Atlantic Beach Utilities _____ Private Source SEPTIC TANK WELL Plans Reviewed by:_ Y_ Date ----- Building Permit # I` SSUED DENIED CITY OF l*&a4'c Ve4d 9&Ud4 716 OCEAN BOULEVARD P.0.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 Address Heated Square Footage @ $ per sq ft = $ Ic Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft - $ TOTAL VALUATION; $ Total Valuation 1st $ y Zo Remainder Valuation per thousand o� r portion thereof -------------------------------------------- Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED ; -E- 3 Filing Fee $ __-- 2 i Mechanical ; Fireplaces @ 15.00 $ Plumb' BUILDINGtPERMLT FEE $ � Electric/New UNDER-ROOF@1 ___ __2 FLOOR SPACE , 4/1000sq.ft .___ ___ _ Electric/Temp .21( Septic Tank BUILDING PERMIT $ a Well WATER METER CHARGE $ awituning Pool SEWER IMPACT' FEE $ Sign WATER IMPACT FEE $ Water Connection MISCELLq EOUS $ Sewer Connection $ Water Meter $ Elevation Certificate ' GRAND TOTAL DUE $ ' ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES i STATE OF FLORIDA l9rpnrtment of ruinssional 3lie dan ti CONSTRUCTION INDUSTRY LICENSIN.r�BOARD ' DA7S: 4/CRNsi NO. MATCH NO. 05/30/87 C8 C011418 08035 THECERTIFIED BUILDING CONTRACTOR NAMED BELOW IS CERTIFIED UN1:)ER 'FfiE PROVISIONS OF CIiAP'CER 489 FOR I'HE YEAR EXPIRING JUNE 30. 1989 BRANNAN* THERON to } BRANNAN BUILD--RS P 0 Box 129 HI LLIARD FL , 32046 DISPLAY IN A CONSPICUOUS PLACE i . 1 1 IGC�, ^;. 1 • r � , i �. ,tee m m m m m m m m m, m mm mm m m - -------- WEB NOTES ---------- _cm a o o ^ a a o 0 3X5 31' 1" WEBSs 2X4 #3 HEM-FIR. PIR-LARCH, OR o 3X4 38' S" 80. PINE, o a -STRNDRRO- o a 0 0 0 o a a cm a a a oALPI Eo cm cm a o TRUSS o ALPINE ENGINEERED PROWCT81INC. sYM P.O. BOX 2225 FIBOUT 5x4 131, 1" POMPANO BEFCH,FLORIDR 33061 y 305-781-3333 LOCATE TOP CHORD OFF-PANEL SPLICE WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA TPI TC LIVE LOAD - 38.8 PSF 5X4 31 1 DASHES SHOW TC DEAD LOAD - 7.8 PSF 4X4 39' 8" DIRECTION OF BC DEAD LOAD - 18.8 PSF 1.5X3 31` 1" ELONGATZD `' TOTAL - 47.9 PSF IN3 28' 7" HOLES IN DUR. FACTOR 1.33 PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.8" OC S O" OVERALL SPANS 3.Oo PINE 2X4 TC I 2X4 BC SS DEN XD 31' 1" 31' 1" SS DEN 38' 4" 31' 1" 4 EQ. TC PANELS SS ICD 29' 9" 31' 1" 3X5 31' 1" 3 EQ. BC PANELS iss 29' 8" 31' 1" 3X4 28' 7" MEASURED FROM 2.5X4 22' 8" 3X6 31' 1" INSIDE SCARFS #1 DEN KD 38' 1" 31' 1" 2X8 28' S" #1 DEN 29' 4" 31' 1" 2X7 25' 8" #1 KD 28' 9" 31' 1" 2X6 21' 5" #1 27' 8" 31' 1" MIN ERG SPAN #2 DEN KD 28' 3" 31' 1" -c�of h�� #2 DEN 27' 8" 31' 1" 5X5 31' 1" 3.58" 31' 1" �y�E TF �h #2 KD 26' 7" 38' 8" 5X4 24' 9" �� #2 25' 3" 28' 2" wRIiAM N. E AiP " LORDING SPACING 3X5 31• 1.. . s F3438' 9" iy .; s 47.0/1 .33 24.0 TYPE--flLPINE 31 ' 1"' MRX 2X4/2X4 PITCH UNEESS THESE SPECIFICATIONS FOR LUt'8ER AND TMSES MJI EIEXTREEM CRRE I HMOLI G, ..�,,.;�„�I•o•• 43WT5 FI 3.0/12 HL NOTES ALPINE CUNNECiORS RRE FOLI.OW£D AND THS 1JRRNING �l, C Ho••�,BUILT IN CONFORDIINCE WITH 'OUBLITY CONTROL IlfwUPL' BY &TPI, (BRHCING WOOD TUSSES: COt71ENTARY RNO RECOttCHORTIONS :��,,aiif1�•. �HiflLL BE NO WHRRNNTIES OF THIS DESIGN, EXPRESS ON IMIILIED. •TPI). SEE THIS DESIGN FOR AUOITIDNRL SPECIRL BRACING tea` �CONN'_CTUR9 AAE tWI1J1FACTHIRED FAOtH 20 GRUGE GDLVIINIZEU SIVEL REQUIREMENTS. LINIESS OTHERWISE SHOWN, TOP CHOW) SHRLL 'rt V264 � SPANS TO 31 ' !OTHERWISE SIUWN, MEETING REUJIREt*NTS OF ASTM 8446 GRHM R. NE LfITERRLLY BRACED WITH PROPERLY RiTFY}W D PLYWOODMIECIUM TO BOTH FACES RT EACH JOINT FIND LIX:RI£ AS SHUN. 31*RTHING, BOTT9"CHORD WITH 21610 CEILING OR ORRCING _WIDING FIRE 4' NDn]Wit UNLESS OTHERWISE SOWN. DLSIGN AT hMIMM OF 10 FEET 0. C. 00 NOT USE THIS DESIGN t COPYRIGHT 1979 3998443 lY3 CONFORR_WTfIH RUBS P RIEINST)TPROVISIONS f NOSS7- tWTIONRL DESIGN SPECIE Cfl I DR MOOD CONSTRIXTION � 4[OEN3/22/79 DRAW# A424,923 'IIIN..N•� CITY OF ATLANTIC BEACH APPLIC TION FOR FI ENCE PERMIT t Owners Ay& A r t /-,�W L Y'*, Phone V? 2 30 Address IM O cy-n Crau-e A)r Lot Block and/or Unit# Subdivision Contractor if Different From Owner Valuation of Fence $ Corner or Interior Lot l o r- Type of Construction Attach Survey Showing location and height of fence as well as location of street(s). REcF1VED APR 19 2001 City of Atian c ► Building Z9 CITY OF ATLAN IC g b H PLANNING k ZONING OFFIGf p, PR 2� 1 D. Owners Signature Contractors Signature CITY OF 716 OCEAN BOULEVARD 11.0.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 AL.guot 'J, J.'J38 Memuraticlum 'I'o., Building File: 1836 Ocean Grove Drive From: sall,1.1-a Slevin, Building Clerk Subject : ADM1141STRA'I'lVE VARIANCE GRANTED `I'llis is to advise that an administrative variance of 4% ac provided in Section 24-47. (8) of the code, has been gi-anted -to Lot 32, Block 2, Ocean Grove Subdivision; also known as 1838 Ocean tirove Drive. The variance permits construction of a gar-age with a total of 624 ' . Sincerely, Sandra Slevin cc: City Manager Building Inspector Brannan Builder3 r PLUMBING WORKSHEET I SINKS _ SHOWERS DISHWASHERS CLOSETS BATH TUBS FLOOR DRAINS WASHING MACHINE WATER HEATERS DISPOSALS LAVATORY URINALS OTHER TOTAL FIXTURE COUNT y FIXTURE UNIT BREAKDOWN 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 $10.00 PER FIXTURE UNIT CONNECTED TO THE CITY [,CATER SYSTEM. 1 BATHROOM GROUP CONSISTING OF LAVATORY (1 UNIT) WATER CLOSET, LAVATORY, AND BATH TUB OR SHOWER STALL SERVICE SINK TRAP STAND (6 UNITS) (3 UNITS) DRINKING FOUNTAIN (2 UNIT) URINAL, WALL LIP' (4 UNITS) FLOOR DRAIN (1 UNIT) 4:ASHING MACHINE RES. URINAL, PEDESTAL, SYPHON (3 UNITS) JET BLOWOUT (8 UNITS) WATER CLOSETS, VALVE OPERATED WATER CLOSETS, TANK—OPERATED (8 UNITS) (4UNITS) SHOWER STALL, DOMESTIC BATHTUB (W/OR W/O OVERHEAD (2 UNITS) s SHOWER) (2UNITS) LAUNDRY TRAY _ BIDGET (3 UNITS) (2 UNITS) Q DISHWASHER (2 UNITS) KITCHEN SINK (2 UNITS) KITCHEN SINK/WASTE GRINDER. (3 UNITS) +� TOTAL FIXTURE UNITS @ $10.00 EACH ' ADDRESS_ _�--CJ Cho_---,-�g - - '=---------------------- looc�� CONTRACTOR_ ------------------------- OWNER BUILDINGMECHANICALPLUMBING_______ ELECTRICALTEMP POLE _ MISC___________ ELECTRICIAN--------------------------- DATE FAILED DATE PASSED TEMP POLE JEA FOOTING ROUGH PLUMBING "iv SLAB FRAMING MECHANICAL/FIREPLACE TOP OUT PLUMBING ROUGH ELECTRIC __-_---__-- --___---_-- FINAL ELECTRIC ----------- ----------- FINAL BUILDING ----------- ----------- ELEVATION SUBMITTED CERTIFICATE OF"OCCUPANCY DATE ORDERED DATE ISSUED CITY OF ATLANTIC BEACH sr 800 SEMINOLE ROAD :. ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 r Application Number . . . . . 03-00026710 Date 8/25/03 Property Address . . . . . . 1838 OCEAN GROVE DR Tenant nbr, name . . . . . . POLYVINYL/TREATED WOOD 6 ' Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2000 Owner Contractor ------------------------ ------------------------ MILLESON, CARRIE OWNER 1838 OCEAN GROVE DR. ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 b 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. BUILDING OFFICIAL Cc: irLyr CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT S. Doerr s 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 �L� 3I (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 03 - 2 Zo'7 10 Property Address: 18-2-z ncu n Grove 4- _ Applicant: cnl rrl e_ m l (I c'-s o n Project: This per it application has been: Approved Reviewed and the following items need attention: Please re-submit you pplication whthese items have been completed. Reviewed By: Git/t Date: e i+ S r' CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION Dater!D3 Job Address: Cavare_ Dc. PqIA,-�2 Gtgd, ft- Owner'sName: Cff lr i e- K�kt'c_ ew\ Address: WS% QCCAY, �rt . 1�f; Ajl Pe rLI, 31,ZSb Phone: 6(0' ' .31 S O Legal Description: Block Number: Lot Number: 3 Z Zoning District: Fence Contractor: Address: t3l�d �T Phone: City: 'L ?X AE State: C-(,-- Zip: Fax: Type pf fence and materials to be used: '�VP d t�(r ln3yrj4 QQkt(o�"k p �f —T '--z-' Valuation of fence: Al ZQX) Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. ❑Interior Lot ❑ Corner Lot Dumpster or storage tank enclosure K Protection: O. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location,height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided with this application is correct. Signature of Owner:�� ,�,�// Date: b Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print): Name: (AY(le tA;jIeC Mailing Address: k%,5% o Ltax-, Phone: V` 0 Fax: E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 1 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/14/03 x CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION Date: $?I 1 e,1173 Job Address: C--VVy?_ I)V-. h: d(A"( (3r„p XA" OL_ 31-z,36 Owner's Name: i e— ow Address: k %X-A Qtr, 6,YL-wc.-Dr, 0+( [�S;o.�( 37.2,5�> Phone: 6101 LS 2 312)4 Legal Description: Block Number: Lot Number: 3 2- Zoning District: Fence Contractor: T _De DoE Address: Phone: City: State: C-L, Zip: Fax: Type offence and materials to be used: -� rI. a w cod.../ Q dw i1 O_ Valuation of fence: 7� Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. ❑ Interior Lot ❑ Corner Lot L]Dumpster or storage tank enclosure Tr Protection: Q NO. Applicant certifies that no trees will be removed for the installation of this fence. ❑ YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location,height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided with this application is correct. Signature of Owner: � � / Date: b ( Sla:?s Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print): Name: S LV\ Mailing Address: 1V 3% o Lt o-" "'Uy — Phone: ('14 �� Y110 Fax: E-Mail: 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/14/03 MAP SHOWING SURVEY OF: LOT 32, OCEAN GROVE UNIT NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA SCALE: 1" = 20' OCEAN GROVE DRIVE 60' RIGHT—OF—WAY (S03'56'46"E 59.88' FIELD) FOUND 1/2' IRON FOUND 1/2' IRON 11E 60.00 PIPE (NO CAP) PIPE (NO CAP) S03046'42 131.38' BY PLAT LTJ yy�uY'�� o, Z� �(ek L j I �' N N CONCRETE WALK N UNE 4.8' 12.7' CONCRETE �i 7 Lil 25.3' CJ iN. N � W 2.0' 4 9 CL M w I -, o $- (na� a F m 000 .1' ` Lila a 2.0' 4 9 W ., r.-- ❑ a B F z r, C7 C3w *8 0 I N oNz� Q W �- ,� LOT 31 Li.l LOT 33 r a 00 3 Ljj Ili00 N (/1 Q 00 0 cD 00 14.0' z 4.7' '�hN► wo amwaa ble ONE—STORY IeCa1 IaRai CONCRETE �tal land MASONRY DRIVE i>rGARAGE d!dMty elcat,le �fAftlOtttE FINISHED FLOOR 111 cot Atlas �+ ELEVATION-11.44 FOUND 1/2" IRON 1111111 PIPE (NO CAP) UND 1/2' R 7.0' TIPS (N NEASEMENT li' WOOD FENCE__-- ----- NO3-46'42 03 46'42"W 60.00 � - LOT .38 LOT 36 (SO4'00'57"E 60.10' FIELD) ` LOT 37 NOTES: I 1. THIS IS A BOUNDARY SURVEY. 2. NO BUILDING RESTRICTION LINES PER PLAT. 3. BEARINGS BASED ON THE NORTHERLY LINE OF LOT 32 BEING N86'13'18"E PER PLAT. 4. BENCH MARK USED IS A NAIL & DISK (LB 3672) IN THE THIS SURVEY WAS MADE FOR THE BENEFIT OF SOUTH SIDE OF WOOD POWER POLE BETWEEN RESIDENCE NUMBERS 1839 AND 1843. ELEVATION = 14.62 (NGVD CARRIEANN J. MILLESON; HOMEBANC 1929) MORTGAGE CORPORATION; STEWART TITLE OF THE PROPERTY SHOWN HEREON LIES IN FLOOD JACKSONVILLE; WATSON & OSBORNE TITLE ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD SERVICES. PLAIN) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. RECHECK JULY 22, 2003 RECHECK NOVEMBER 13, 2002 TO SHOW FINAL CONDITIONS AND ELEVATIONS. REVISED AUGUST 12, 2002 TO CHANGE CERTS. DONN W. BOATWRIGHT, P.S.M"NOT VALID WITH . ORIGINAL R S DOUT SEAL'�FSIGNATURE A FLORIDA LICENAND SED FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 SURVEYOR AND MAPPER.' FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY. BOATWRIGHT LAND SURVEYORS, INC. AUGUST 5, 2002 DRAWN BY: CSK 1711 5th STREET SOUTH DATE: FILE IP. 2003-809 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 MAP SHOWING SURVEY OF: LOT 32, OCEAN GROVE UNIT NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA OCEAN GROVE DRIVE 60' RIGHT—OF—WAY (S03'56'46"E 59.88 FIELD) FOUND ,/2" IRON FOUND 1/2" IRON c �� 60.00' PIPE (NO CAP) PIPE (NO CAP) S03•4694'2 7131.3318 BY PLATw LLJ 16 I..L- (V cV l_I CONCRETE WALK N UNE 12.7' CONCRETE 7 , ori Lv 25.3' N 0 n g DO 2.0' 49 a. o 0 `� .. �M' i V) Do Q n m 00 0 1' LLI 4 2.0' 49 ., t I Lei 1 0 i z 140 .� O :22 C 18.3' r LriUj _ � 04 � V) a W v- u; W LOT 31 Lit LOT 33 r 00 LL1 N O r �— r- (n M O J`�. (O togo N V 000 W � .Z i 4.0' 4.7' r City I&;Gantic Beach Q Ptm and Zoning Department i W^OppMW vell"" oorrpffance with applicable 'It ONE--STORY CONCRETE Vii , subdiviOlon and other local lana MASONRY +pwtspsr►era diieiana, but does not constitute $ GARAGE DRIVE *1111101 s of permits. Compliance Coda and all other applicable C FINISHED FLOOR t)ICtNa MM psrlrl#tting requirements ELEVATION-11.44 FOUND ,/Y IRON of CIty of Atlantic PIPE (NO CAP) M Ib!batlanoe of a 7.0' FOUND 1/2" N PIPE (NO P --ft— io�6-EASEMENT _ r .- 8WOOD FENC__.E____-- -------�f NO3 46'42"W 60.00 � - LOT .38 LOT 36 (SO4 00 57 E 60.10' FIELD) I LOT 37 NOTES: I 1. THIS IS A BOUNDARY SURVEY. 2. NO BUILDING RESTRICTION LINES PER PLAT. 3. BEARINGS BASED ON THE NORTHERLY LINE OF LOT 32 BEING N86'13'18"E PER PLAT. 4. BENCH MARK USED IS A NAIL do DISK (LB 3672) IN THE THIS SURVEY WAS MADE FOR THE BENEFIT OF SOUTH SIDE OF WOOD POWER POLE BETWEEN RESIDENCE NUMBERS 1839 AND 1843. ELEVATION = 14.62 (NGVD CARRIEANN J. MILLESON; HOMEBANC 1929) MORTGAGE CORPORATION; STEWART TITLE OF THE PROPERTY SHOWN HEREON LIES IN FLOOD JACKSONVILLE; WATSON & OSBORNE TITLE ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD SERVICES. PLAIN) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. RECHECK JULY 22, 2003 RECHECK NOVEMBER 13, 2002 TO SHOW FINAL CONDITIONS AND ELEVATIONS. REVISED AUGUST 12, 2002 TO CHANGE CERTS. DONN W. BOATWRIGHT, P.S.M. D THE ORI°INALURAIWITHOUT SEAL OF SIGNATURE FLORDA LICENSED FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 SURVEYOR AND MAPPER." FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. AUGUST 5, 2002 DRAWN BY. CSK 1711 5th STREET SOUTH DATE: FILE IP 2003-809 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 CITY OF ,g�a,�t�c z�eacl -- jl�vzidca 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904) 247-5300 FAX( 952.5 305 SUNCOM OM 8S2.580D DATE - - 0 2- JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS e j 7 Please call me at 904-247-5826 if you have any questions. Sinee(ely,� ^ r ATLANTIC BEACH BUILDING DEPARTMENT CITY O//F __ �.�,- Office of Building Official REQUEST FOR INSPECTION Date ` ; Permit No. Time A.M. Received P.M. / t � � Job Addre s Locality Owner's Name " /.6-- A-ze e" Contractor BUILDING CONCRETE ELECTRICAL PLUMBING '` MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place Pre Fab READYFORINSPECTION "�`1�f Mon. Tues. `� Wed.. Thurs. Friday tZ Z A.M. J Inspection Made C1 P.M. �1 . �__ _ Inspector Final Inspection ❑ d{ Certificate of Occupancy❑ Date CITY OF lu, Office of Building(REQUEST FOR INSPECTIONDate `�� Permit No. Time A.M. ReceivedP , `; Locality ocalit, > y Owner's 1" Name ��/// Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole El Top Out El Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made `�h P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date r, CITY OF Office of Building Official REQUEST FOR INSPECTION C Date Cly �� O Permit No. V f Time A.M. Received P.M. J rensLo li Owner's r, I I Name — Contractor BUILDING CONCRETE ELECT L . PLUMBING MECHANICAL Framing ❑ Footing ❑ - g ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tutes`. ` Wed. Thurs. riday P.M. l�Q l4� A.M. Inspection Made —P.M. Inspector Final Inspection, Certificate of Orccupaincy ❑ Date l.� 1 CITY OF 3 ` —2W 4&4"-c Be44cA- Office of Building Official -3S REQUEST FOR INSPECTIO 2� Date_ Permit No. 117 Time A.M. Received P.M. 1838 O�Q.� &'O y-r- Job Address Locality Owner's /� /1 d, n p v�V 1 ✓ actor X.��1"� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL ❑ Footing ❑ g ❑ Rough ❑ 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. S� CJ �_ A.M. Inspection Made ( V PM, Inspector Final Inspection Certificate of Occupancy Date �j//� ��,,�� //CITY OF _ 4&4K&' /3�--T Office of Building Official REQUEST FOR INSPECTION Date �1 Permit No, 2mota Time A.M. Rror 5 a b4ra Job Address LocgWy Owner's Name ' Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab C Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M Inspection Made O Inspector Final Inspection ❑ ` (') Certificate of Occupancy❑ `�•� Date CITY OF 74&6#46 13ear4- Office of Building Official T REQUEST FOR INSPECTION Date �� Permit No. __ T Time / A.M. Received 61 Job Ad es ocality Owner's r Name _ —._ __ Contractor r BUILDING CONCRETE ELECTRICAL PLUM MECHANICAL Framing - Footing Rough Miring Air Cond. & Re Roofing Slab j Temp Pole . Top Out _ Heating Insulation Lintel Final j_ Sewer Fire Place f.7 Pre Fab READY FOR INSPECTION A.M. 6:—) . Tues. Wed. Thurs. Friday -- P.M. A,M. Inspection Made Inspector Final Inspeciior> _ certificate of Occupancy Date -----—---- — CITY OF lowac Te4d-94Uda Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received f P.M. //An( District No. Job Address Locality Owner's Name Contractor 'A BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating r Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab on, Tues. Wed. Thurs. Friday P.M. spection Made'l P.M. Inspector r'I = Final Inspection❑ y Certificate of Occupancy Date ;E CITY OF 4&40&c &4d-9&icda Office of Building Official j 0 �fQUEST FOR INSPEMON Date 6 Permit No. Time A.M. Received P.M, District No. b ay- Job Address ` Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing [A Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab -- Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer C. Fire Place ❑ READY FOR WSPECTHM, Pre Fab A.M. Mon. Tues. Wed. Thurs. g t'rC? Friday P.M. Inspection Made 1� y P.M. Inspector i �1 /_� Final Inspection❑ Certificate of Occupancy V Date CITY OF relic beack- ida Office of Building Official 4REQUEST FOR INSPECTION qqrl, Date 1 Permit No.. Time A.M. Received P.M. District No. I ;?3a vL K- Job Address ^ Locality Owner's �JL�-� t ��Iy�-� Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing �❑/ Rough Wiring ❑ Rough IDAir.Cond.& F-1Re Roofing ❑ Slab M Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab y�� A.M. Mon. Tues. Wed. Thur.. A, 1 -Friday P.M. A.M, Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF Govt-ra Office of Building Official REQUEST FOR INSPECTION 15--1---- Date � ho Permit No. Time A.M. Receive (( Job Address Locality Owner's La Wh V !`�"�}HftBIPt6,.,�, CONCRETE ELECTRIC �Q�__J=� Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTIC Mon. Tues. Wed. \/\/ Thurs Friday A.M. Inspection Made © P.M. Inspector Final Inspection Certificate of Occupancy❑ �i t. CT �x Date CITY OF Yq&atw BwcA-Ito �l Office of Building Official REQUEST FOR INSPECTION 1 , Date_ � Permit No. `1 Time A.M. Received P.M. Job Address , I Locality Owner's L(A � /� �J y Name " - r l Contractor _/l11 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Rough Wiring 17 Rough E) Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Tues. Wed. Thurs, A.M. Inspection Made nv�q, P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date jj�� /3n/�CITY OF -� .��//4 4&4a& -99&u Office of Building Official REQUEST FOR INSPECTION + f Date q Permit go, Time A.M. Received Rr. Job Address_ Locality Owner's Name _ BUILDIN CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out `❑ eating Insulation ❑ Lintel ❑ Final ❑ Sewer � �-,1-�-C Fire Place ❑ Pre Fab READY FOR INSPECTION A:M: Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made r r� P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date J-,Q CITY OF Office of Building Officialv' �V)QUEST FOR INSPECTiO �Permit No. 442 6_�,___ Time tiL# A.M. Recei d Q' �PM. • ZZU� � � SenOwner,NamContractor BUILDING CONCRETE ELECTRICAL P MEIN MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ oug Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab AD/Y'FR INSPECTION c Mon. fMe , ' D Thurs. F}Jf 1.J �. A.M. Inspectio1 P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ �� Date Z � /�1�//� _�� //CITY O//F f�d&44zKC /3eacA-49klKldi Office of Building Official REQUEST FOR INSPECTION Date�� Permit No. L Time A.M. Received/S'-3,S' P.M. O -3-� 00e,-�A-) sem!C r' /),-,V Cr Job Address Locality Owner's Name Contractor �t1ILDiNG�' CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Ci Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab - on� Tues. Wed, Thurs. Friday A.M. inspection Made v P.M, Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date 13A CITY OF 4&4a LC BWCfI Office of Building Offi 'al REQUEST FOR INSPE ION Date Permit No. »C Time A.M. Received PM, / Job Address Locality Owner's Name _ Contractor 4 '~t-41,1 BUIL DIPIG CONCRETE ELECTRICAL PLUMBING MECHANICAL �--Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab C A.M. Mon. Tues. Wed. ( Thurs. Friday PIv} Gf 2 Cc - D 2 A.M. Inspection Made PM Inspector ' Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF /3earli-tciqa�l fice of Building 2 3 20EQ EST FOR INSPECTION Date �' _ Permit No. N� Time Received M. I Job Ad ss �o ality Owner's Contractor4 02 gill Wh6-3 CONCRETE ELECTRICAL Framing 1� Footing ❑ Rough iringRough 11Air Con . Re Roofing Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer '❑ ire Place ❑ Pre Fab -1-�p(n READ INSPECTION Mon. Tues. d.. Thurs. Inspection Made 2 3 A.M.A Inspector �--_ nal Inspection ❑ Certificate of Occupancy ❑ Date P�LAAf OR NOTICE OF ADDITIONS or CORRECTIONS1 D• NOT REMOVE JOB ADDRESS DATE 63"F &E4J (7&le- 4,to THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted F m muk-A(Z. 2 1 lu pea r ij f� u L o A3 OAA L >E t G L-K $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 to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUM 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 'c p�LANrfC Nft OR10�' OF ADDITIONS or CORRECTIONS DO NOT REMOVE JQB ADDRESS DATE 3 ,il 4Z-0:1 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Y FnAkm air �'c "Y�-�►tsz. — l�.�set,� —�Gi2c�ckK.r /.�i cl 1 5.00 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 to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- P11N181N 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. ti P�LANr/c aFRI OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE e Q� THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ^tel _5_41.Ai'ICED o7tU2lj Ata 5F,�: -, �Q�c , z4 FMC 1 15.00 REINSPECT FEE I � 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 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