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50 17th St (vault) (2) f T''`'f TYPE WORK �oB ADDRESS �b /? ��r�e�e � PROPERTY O wNER leo6etZ� ONE 6 -s z 6 Z— CDNTRACTD TEI.F.PHOtVE PERMIT'NUMBER DATE INSPECTIONS• FOOTING SLAB in, 144 - 01 TIE BEAM �.� 2-LA ( 1 NALUNCvMMTffi1VG FRAMItVVCYICOVER IIP I SULATTON FUVAL BUILDING 'Z` 10-1 CERTIFICATE OF OCCUPANCY $ G' ELECTRICAL PERMIT# 7-p a a 739 INSPECTIONS ROUGH �,i FINAL MECHANIG4L PERMIT# INSPECTIONS ROUGH FINAL ti PLUMBINGPERmm g) lG!0 EVSPECT IONS ROUGMUNDER TOPOUT WATERSEWER FINAL 6D6 p , 3� .41 NOTES- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 8W SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 T _T�� __ ___ _-�------ - LC?CATION =pRMpT10N tNFORMAAdriress: 50 SEVENTEENTH STREET — — —�� ATLANTIC BEACH, FL 32233 1 permit Number: 22441 Book: 15 Permit Type: BUILDING Township, Range: Class of Work: NEW Lot(s):6 Block: 8 Section: Proposed Use: SINGLE FAMILY i Subdivision: Square Feet: Parcel Number: Est. Value: - —OWNER INFORMAT[ON__� Improv. Cost: 250,000.00 Name: ROBERT & JENNIFER BARDEN Date Issued: 8/02/2001 Address: 50 SEVENTEENTH STREET Total Fees: 4,306.55 AT�,NTIC BEACH, FL 32233 Amount Paid: 4,306.55 phone: (904)246-5262 Date Paid: 8/02/2001 Work Desc: NEW SINGLE_FAMILY HOM APPLICATION FSS 80.00 �---- CON`�'RACTOR[Sl �. � 1,3 I PERMIT 770.00 1 PROPERTY OWNER TRVIPACT F 1,250.00 _ SE ..:ER- MPACT FSE s`� 525.00 WATER METERIP $O 5.60 RADON GAS-H.R S:. 11 029 4 RADON CAB 5% ') 8' 325.00 rr:CAPITAL IMPROVE. 51 j 35.00 CROSS CONNECTION 5 L 14.09 3 .CONST SUR E 1.57 'HARCElATL.BC./ _ � . Ar CAR NOTICE- INSPECI#O�NS` ST BE REQUESTEWXT'-LZA 74 FLOURS PAI R T�INS CTION BUILDING MATERIAL RUBBIS Y A BRtS FROM THIS WORK MUST NOT gE'p ;CED IN P BLIC SPACE, AND MUST BE CLEARED OP AN HA. /AWAY BY EITHER CONTRACTOR OR OiAR_ "` ST` + T10N LIEN LAV 'CAN RESIT IN THE "FAILURE TO COMP V1 il+ `pVE�iAENTS" e PROPERTY OWNER PANG � 3... � - ; ISSUED ACCORDING TO APPROVED PtIWICH' R FRT'OF Pt-ROT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR�V4SICSNS Q '. W 00 Operator: DSMITH BUILu __''EPT. Date: 9/29/8191 Receipt: 9999891 A NTiC B A Total-payoent- NOTICE TO: Water Department FROM: Building Department DATE: --- -j-- h'----------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number -------------------- ------------ --------------------------- -------------------- ----------- -------------------------- ------------------- ------------- --------------------------- ------------------- Sincerely, Pat Harris Building Department MAP SHOWING BOUNDARY SURVEY OF; , 131-OCK 6, OCEAN GROVE, UNIT NO. I, AS RECORDED IN PLAT BOOK I DT G I;, PAGE 02 OF THE CORRENT PUBLIC RECORDS OFDUVAL COUNTY, LORIDA. 7 ily 5 Er ao-2 owl CNo p) 10 --— __— 4'J *of el ._ i r C✓_, -�4C/roin l ink Fund ,"/ f�qe• J J Fencr 13'' ao I GONG. S DRIVE I ~ O - - � o � t ; � V Ot- ci E� '6'�d fehcr ✓� � a� r �/ i sw k,k' . , 00 �'25TY 510000 P ,;,,fir;,; t .','RESIUENCI 61, .T = '� 4C/ninl�nkFi�'acr PO L1nf x_ 14 00 i r o,r > — Ape rivInd 1i'/innPPc t I I G'U/ihlyEolerhenI DyL1b1 I KNo Cbo)b (No lop) NOTE APPROVED . NO BUILDING RESTRICTION LINE SHOWN ON PLAT, BUT CITY OF ATLANTIC BEACH ' �•¢r, e �nnlr�r riFFrCE • THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT r.,. P' AFFECT THIS PROPERTY BY ZONING OR RECORDED IN T USUC RECORDS OF THIS COUNTY THAT AftE OCT d 2 20 0 NAWI THIS SURVEY, . THIS PROPERTY LIES IN FLOOD ZONE"K"BY FL00 ' /IPS REVISED A-l"i•B9 , COMMUNITY PANEL NO. I2oo7s etiel v I HEREBY CERTIFY TO: Alo,4,�v A,( caMMoNy✓�.cc7-,v.c.eNv�T2e'iris cam. ; ,v Ar F not' THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61 G 17-6 v R D E�V ��V D FLORIDA ADMINISTRATIVE CO N MIR V� E it ®RS) INC. PROFE�14Ad ' UaFik 7 � LORIDA DATE. dULY 20, /994 POST OFFICE PDX 50670 1103 SOUTH T141RD STREET SCALE: ,IICKSONVIU.E BFACH, FLORIDA 32250 — (004) 249-7261 FAX,(904) 241--1751 n : cIIAI/FV rIn'r 1/m in IINI FCC THIS PRINT IC 17I,xRncotn WITH TWr' CFAI OF' TNF APnVF czmrn � o MID IL n r y C -- — Ti ---�- o----0 g S'A - :.t:.%l::t•..t•. � IU A WIE .3 I•iS y � U Designed For. Permitting • Dom"By: Fi e i2 f- [)1h� Address: scale: Not To Scale �;-U iI. /A 7-L-- T, C: Date: 31 z 3 73, POOLS • SPAS • SERVICE A �������__ /CITY OF `_,,��L 1Y&4a4C Be c,4_�&� Office of Building Official es`//, / 0-,7REQUEST FOR INSPECTION Date r �] Time Permit No. / Received A.M. P.M. Job Address Owner's Locality Name a / V BUILDING ontracor � CONCRETE l� Framing ❑ LECT L PLUMBING MECHANICAL Re Roofing ❑ Footing ❑ Rough Wiring ❑ Rough Slab ❑ Temp Pole ❑ To Out ❑ Air Cond. & ❑ Insulation 11 Lintel FinalLintel p ❑ Heating d" ✓ Sewer ❑ Fire Place ❑ RE R INSPECTION Pre Fab Mon. Tues. Wed. Thurs. A.M. Friday Inspection Made �� A.M. Inspector P.M. Final Inspection ❑ Or(�(q /7� a Certificate of Occupancy ❑ r v v, / ) pop Date �' ���1.�— ...�_ _.._..._�__.._.,.. ....�.__Y�._ ____��______ __.._...�._.._,,.....�..e__....._._..._.__....�_�.._._..-----��--�--�--- — �5,�,, ��� _ `l ,___� a i � ,t u a � 4t �: ` �Qo Lr ___w___.___.�__�_ \ � f �. �•G'r 1 s ' ! i .� i f r � ---- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OB-97 Residential Component Prescriptive Method B NORTH 1 2U Department of Community Affairs Compliance with Method B Chapter 6 of the Flonda Energy Efficiency Code may be demonstrated by the use of Form 6008-97 for single and multifamily residences of 3 stories or less in height,and additions to existing residential buildings.To comply,a building must meet or exceed all of the energy efficiency prescriptives in any one of the prescriptive component packages and comply with the prescriptive measures listed in Table 68-1 of this form.An alternative method is provided for additions of 600 square feet or less by use of Form 60OC-97 If a building does not comply with this method, it may still comply under other sections in Chapter 6 of the Code. PROJECT NAME: ;5' BUILDER: AND ADDRESS: PERMITTING CLIMATE OFFICE: ZONE: 1E:12 [:]3 OWNER: PERMIT N0. I I I I I I I I JURISDICTION NO.: ' O GENERAL DIRECTIONS 1. New construction including additions which incorporates any of the following features cannot comply using this method:steel stud walls,single assembly roof/ceiling construction,or skylights or other non-vertical roof glass. 2. Choose one of the component packages"A"through"E"from Table 66-1 by which you intend to comply with the Code. Circle the column of the package you have chosen. 3. Fill in all the applicable spaces of the"To Be Installed"column on Table 6B-1 with the information requested. All"To Be Installed"values must be equal to or more efficient than the required levels. 4. Complete page 1 based on the"To Be Installed"column information. 5. Read"Minimum Requirements for All Packages",Table 6B-2 and check each box to indicate your intent to comply with all applicable items. 6. Read,sign and date the"Prepared By"certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. Please Print CK 1. Compliance package chosen (A-E) 1. 2. New construction or addition 2. C'W1_5TV1XA 10" 3. Single family detached or Multifamily attached 3. 6106LG- FAMILY 4. If Multifamily-No. of units covered by this submission 4. 5. Is this a worst case? (yes/ no) 5. 6. Conditioned floor area (sq. ft.) 6. 7. Predominant eave overhang (ft.) 7. �- 8. Glass type and area : Single Pane Double Pane a. Clear glass 8a. sq. ft. sq. ft. b. Tint, film or solar screen 8b. sq. ft. •3sq. ft. 9. Percentage of glass to floor area 9. 1 `l< <} % 10. Floor type, area or perimeter, and insulation: a. Slab-on-grade (R-value) 10a. R= 0 lin. ft. b. Wood, raised (R-value) 10b. R= 101- 20 0 sq. ft. c. Wood, common (R-value) 10C. R= sq. ft. d. Concrete, raised (R-value) 10d. R= sq. ft. e. Concrete, common (R-value) 10e. R= 0 r ( 7 sq. ft. 11. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation R-value) 11a-1 R= JAZ sq. ft. 2. Wood frame (Insulation R-value) 11a-2 R= 11 sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 11b_1 R= sq. ft. 2. Wood frame (Insulation R-value) 11b-2 R= sq. ft. 12. Ceiling type, area and insulation: a. Under attic (Insulation R-value) 12a. R= 30 44-1 sq. ft. b. Single assembly (Insulation R-value) 12b. R= sq. ft. 13. Air Distribution System: Duct insulation, location 13. R= ry 14. Cooling system 14a. Type: c,EwT)zAL` (Types:central,room unit,package terminal A.C.,gas,none) 14b. SEER/EER: 1O 14c. Capacity: 15. Heating system: 15a. Type: H EAT R)"p (Types:heat pump,elec.strip,nat.gas,L.P.gas,gas h.p.,room or PTAC,none) 15b. HSPF/COP/AFUE: 15c. Capacity: 16. Hot water system: 16a. Type: R� (Types:elec.,nat.gas,L.P.gas,solar,heat rec.,ded.heat pump,other,none) 16b. EF: I hereby certify Iha he plans and speci ations covered by the calculation are in compliance with the Review of plans and specifications covered by this calculation indicates compliance with Florida Energy Code. the Florida Energy Code. B construction is completed is building will be inspected �D for compliance in accorda. a with ection 553 0 .F.S �. PREPARED 8Y: DATE: I hereby certify that this building,as designed,is in compliance with the Florida Energy Co BUILDING OFFICIAL: �� OWNER AGENT: DATE. DATE: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION /� FORM 60OB-97 Residential Component Prescriptive Method B NORTH 1 �' 3J Department of Community Affairs �'- Compliance with Method B Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6008-97 for single and multifamily residences of 3 stories or less in height,and additions to existing residential buildings.To comply,a building must meet or exceed all of the energy efficiency prescriptives in any one of the prescriptive component packages and comply with the prescriptive measures listed in Table 6B-1 of this form.An alternative method is provided for additions of 600 square feet or less by use of Form 600C-97.If a building does not comply with this method, it may still comply under other sections in Chapter 6 of the Code. PROJECT NAME: &4RO✓t.l BUILDER: AND ADDRESS: PERMITTING CLIMATE OFFICE: ZONE: 1 2 [:]3 OWNER: PERMIT NO. JURISDICTION NO.: e L GENERAL DIRECTIONS 1. New construction including additions which incorporates any of the following features cannot comply using this method:steel stud walls,single assembly roof/ceiling construction,or skylights or other non-vertical roof glass. 2. Choose one of the component packages"A"through"E"from Table 6B-1 by which you intend to comply with the Code. Circle the column of the package you have chosen. 1 Fill in all the applicable spaces of the"To Be Installed"column on Table 6B-1 with the information requested. All"To Be Installed"values must be equal to or more efficient than the required levels. 4. Complete page 1 based on the"To Be Installed"column information. 5. Read"Minimum Requirements for All Packages",Table 6B-2 and check each box to indicate your intent to comply with all applicable items. 6. Read,sign and date the"Prepared By"certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. Please Print CK 1. Compliance package chosen (A-E) 1. G 2. New construction or addition 2. N FW Cc�Tac9GTiOtj 3. Single family detached or Multifamily attached 3. 'F"A i t-Y 4. If Multifamily-No. of units covered by this submission 4. 5. Is this a worst case? (yes/no) 5. YiF5 6. Conditioned floor area (sq. ft.) 6. ZCv 15 7. Predominant eave overhang (ft.) 7. 2- 8. Glass type and area : Single Pane Double Pane a. Clear glass 8a. sq. ft. sq. ft. b. Tint, film or solar screen 8b. sq. ft. `70(0=-5 sq. ft. 9. Percentage of glass to floor area 9. L�� �� % 10. Floor type, area or perimeter, and insulation: a. Slab-on-grade (R-value) 1Oa. R= - lin. ft. b. Wood, raised (R-value) 10b. R= _5i llp q. ft. c. Wood, common (R-value) 10C. R= sq. ft. d. Concrete, raised (R-value) 10d. R= sq. ft. e. Concrete, common (R-value) 10e. R= Q 11-74- sq. ft. 11. Wall type, area and insulation: nn��__.. a. Exterior: 1. Masonry (Insulation R-value) 11a-1 R= 7 _W_ sq. ft. 2. Wood frame (Insulation R-value) 11a-2 R= � �_ ;q. ft. b. Adjacent: 1. Masonry (Insulation R-value) 11b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 11b-2 R= sq. ft. 12. Ceiling type, area and insulation: 'i a. Under attic (Insulation R-value) 12a. R= `t-`t sq. ft. b. Single assembly (Insulation R-value) 12b. R= sq. ft. 13. Air Distribution System: Duct insulation, location 13. R= 14. Cooling system 14a. Type: Gam►-rCE2Ai-- (Types:central, room unit,package terminal A.C.,gas,none) 14b. SEER/EER: 14c. Capacity: 15. Heating system: 15a. Type: HEl�►T PUME (Types:heat pump,elec.strip,nat.gas,L.P.gas,gas h.p.,room or PTAC,none) 15b. HSPF/COP/AFUE: 15c. Capacity: 16. Hot water system: 16a. Type: (Types:elec.,nat.gas,L.P.gas,solar,heat rec.,ded.heat pump,other,none) 16b. EF: t hereby certify that the plans and specifications covered by the calculation are in compliance with the Review of plans and specifications covered by this calculation indicates compliance with Florida Energy Code. the Florida Energy Code. Befo onstruction is completed,thi wilding will be inspected PREPARED BY: � DATE: �/ V L, for compliance in accordanc with ection 553.90 YS. I hereby certify that this building,as designed,is in compliance with the Florida Energy Code. BUILDING OFFICIAL: OWNER AGENT: DATE. DATE: -1 - CITY OF r� a e& Vea.c4 - 7&v; a 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 J TELEPHONE(904) 247-5800 FAX (904) 247-5805 off. _ems v. SUNCOM 852-5800 DATE - _ G-0 2 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS ?-'73 dy i 7zA Please call me at 904-247-5826 if you have any questions. (,:S,incerel , /�1G22v� TLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH APPLICATION FOR PLUNBING PERMIT JOB LOCATION: OWNER OF PROPERTY: /L�AiI��°i �s� rl TELEPHONE NO.� _S PLUMBING CONTRACTOR Axle /%.zi, CONTRACTOR' S ADDRESS: �7�� ��i/�y s Axe Z 20 7 STATE LICENSE NUMBER: (°5�7 ZO TELEPHONE: 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 z WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER k TOTAL FIXTURES : x $3 . 50 + $15 . 00 i v 1. v4 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 • I CITY OF ATLANTIC BEACH I APPLICATION FOR POOL PERMIT Job Address. j0 f 7 ') S .r Lot # �' Block # g Subdivision dCC+N C4IZout�- Owner Address S4 _ ATL... 13cA rL • 2 3 Contractor Address '[3C4C.f), 0LU0 -� 13cD License Number VZ16 00 Valuation' $ !`/i 000 Gallons ?000 SITE PLAN front W APPROVED PS pF; CITY OF ATLANTIC BEACH (p pi 'ING & ZONING OFFICE 0 02 200 rear �®• Signature Owner` .)t, 12 �' U� � Date 1 V Signature Contrac Date L RECS, k 0r,T 'I k0o, City of Atlantic Beacil Building and Zoning FLA.'1VOI LAWS ( ltd • NAMCO FORM 400 FS 713.1! PHONE 12-� A vttrr of (fammrUrrmind 1►NII►A119 IN DU►LICAT91 Z11 (V1110111 it mq rDnrern. * BQQk 10174 The undersigned hereby informs all concerned that improvements will be made to certain9 4al property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property......�' � ..C — �s ........... ..........1.P..r...1...t.J...�............�.�.....c.l.. .f.. ........d.... .. ................................................................................................................................................................................................................. .. General description of improvements.... '�Ivi ill � 16,q L... ..................................................................................................................................... ... ............................................................................................................................................................................................................................. Owner ......5�!'r:'4a�4.'.!` :C.....n� ) .. ,.r.t'.......... ...................................................................................... Address .1.609?. ..... 1 N. .'.cZ..fz......... .r-........�'7,L:.....1-3, ,......: .. :.3....: ................................... Owner's interest in site of the improvement................................................................................................................................................... Fee Simple Title holder (if other than owner) Name.................................................................................................................................................................................................................................. Address............................................................................../.................... Contractor..... ... . ..... .... f. . ..;..�rf... -.....................................:................................ ...................................... Address... .... ..(k1...... :..,.. 2��d .................................................................................. Surety (if any).................................................................................................................................................................................................................. Address............................................. / .........................................................................................................Amount of bond $ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name................................................................ Address................................................................................................................. ........................................................................................................ ... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill In at Owner's option). Name .................................................................................................... -A ja ass_................................................... .......................................................... THIS •YAC[ MOR RICORD[R'0 Ui[ ONLY A............. a11��.��:.... .�....� ....r�:. 14..r!......�............................ Owner DocN 2001251035 B"; 10174 Paye: a a Wed & Recorded Sworn 19 and subscribed before me this •. 10/04/2001 08:47:05 tits JIM FULLER ( �� /� -?,(7v / CLERK CIRCUIT COURT �•...............dayof���..l�.ism..C....................''-ro- DUVAL COUNTY TRUST FIJWD $ 1.00 % RECORDING i 5.00 j .................... ...................... ... ....S ] U'yl¢t088E CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address �-0 l 7 r S/ Date F- / - O I Heated Square Footage �- �� @ $ per sq ft = $ Garage/Shed S'17 @ per sq ft = $ Carport/Porch $ per sq ft = $ P Deck V per sq ft = $ v p Patio @ $ per sq ft = $ TOTAL VALUATION: $ 0 .9J6 o Totaluat n 1st � / 001060 �� � $ ys� Remaining Value $ .ao per thousand oportion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ L ( 1 ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ � SEWER IMPACT FEE $ WATER METER/TAP $ S-2 CAPITAL IMPROVEMENT $ 3 2 -- SEWER TAP $ A/ 77-) RADON (HRS) .0050 $ Slob • 2 SECTION H PAVING ( ) $ h HYDRAULIC SHARES $ C1 CROSS CONNECTION $ (?(3 �-- SURCHARGE . 0050 $ 1 D OTHER $ _ GRAND TOTAL DUE $ 14 � " 4 •t ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: CITYOF RECEIVED city of gtla 04-Z!,PNOLE ROAD FLORIDA 32233-5445 QNE(904)247-5800 FAX(804)247-5805 SUINCOM 852-5800 CHAPTER 489, FLORIDA STATUTES, PART I 'CONSTRUCTION CONTRACTING' REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SEcnoN 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPnON TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT HE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT is YOUR RESPONSIBIUTY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL, LICENSING ORDINANCES. 0pDfNANCES ALSO ALLOW AN OWw"TQ IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER 2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER 'DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE.' THIS DOES NOT ALLOW USE OF UNLICENSED CON'TRAC'TORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE CWNER. OWNERS HIRING ORKER5 BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITi-1HOLDINd TAX AND/C NBR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PQ_NALTY UNDER FLORIDA STATUTE No. 455-225(1). AN 'OCCUPATIONAL LICENSE' IS NOT ADEOUAT£. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY 'CERTIFICATE OF COMPETENCY' OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE TIME BUILDING DEPARTMENT (247' 5826) IF IN DoutsT. I HEREBY ACK NOvK.EDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REOUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. GEORGIA A HORN MY COMMISSION If DD 030526 O NER/BUILDER ., EXPIRES:June 3,2005 /�i Bonded Thru Notary Public UndenvMers (� 1( ` "lv"I ADDRESS TELEPHONE SWORN TO AND SUB CRIBED BEFORE ME THtS C>-,J DAY OF �J • �� ,� NOTARY PUBLIC c NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES: ARE EMPHASIZED BY THE BUILDING DEPARTMENT. ��V 111 r CITY OF ATLANTIC BEACH Fixture Uaic Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF S:ATTR DEhANO FOR F.ACR :rAiER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYST`LM- THE- WATER SUPPLY CHARCE IS HERESY FIXED AT 7 E`Ty DOLLARS ?E3 FIXTURE UNIT CONNECTED TO THE CZi; WATER SYSTE_u. BATHROOM CROUP CONSISTING OF SERVIC=' c",rx_► o .. .. TR.a. STAND WATER CLOSET, LAAVATORY & BATH (a) TUB OR SHOWER STALL (6) 18 r WATER CLOSET WAD= CLOSET. TANY OPERATED (4) y VALVE OPER.tiTED (a) URINAL WALL L.? (4) _SHC'l-cl CROUP PER HEAD (3) 3 FLOOR rV S!iWF3 STALL DOMESTIC (2) LAUNDRY T., .Y (3) Z J LAVATORY (1) 3 Q COM3_7'NA7_CN S_'NK ANC ) WASHTNG N ( ) `� - / .ACHING 3 POT, sc:,�.L_�Y sl:rx (..) 1 DIS 'S+ASdER (Z) 2- WAST' SINK _TAC':! E-77 C? �\ FAUC :S (Z) V 1C:TCiE� SI?�7C (Z) DENTAL LAVATORY (1) LITC3?V s:xx WIC NAST'? 3 JMNTAL UNIT OR CUSPIDOR (1) CRIND n (3) 3IDE7 URINAL STALL, WASHOU_ (�) F?IIS3INC ZLN SI'.t3C (8) C01"-BaWATT_ON SITK AND T?..AY WITH 'COD DISPOS. (4) Q3:NAL, P�ESTAL, SY?HCN Jri' DRINKI:rC FOUNTAIN (1/2) 3L.^ii0U2 (Z) LAVATORY, 3ARBER/BEAUT': �IC= "AKZR (7/1) SHOP (Z) SURGEONS SINK (3) LAVATCRY, SURGEONS ( ) JACUZZI (Z) (DURINAL STALL, WASHOUT (4) �7 TOTAL FIXTUR? UNITS (1 _.� e S20.00 ESC? S 01 JOB I*iFOR.`!1_ION � S �s/ PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: / 2 '�� .ST S F f+ OWNER: IF(K1 [✓� 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter B3) [� 2. Determine actual physical properties of building. a. Determine building area each floor. (Area definition Chapter B2) [✓]' b. Determine grade elevation for building. (Grade definition Chapter 62) [vj C. Determine building height in feet above grade. (Height definition Chapter 62) [,�]' d. Determine building height in stories. (Story definition Chapter 62) [ e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 62) f. Determine percent of exterior openings per floor. ( P�� [✓� 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 136) a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) [ v� b. Check allowable height and area increases permitted. (Chapter 65) 4. Check detailed Occupancy requirements. (Chapter 64) [ ] 5. Check detailed Construction requirements a. Fire Protection of Structural Members (Chapter B6 &Table B600) [� b. Fire Protection Requirements (Chapter B7 and Table B700) C. Means of Egress Requirements (Chapter B10) [ d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [✓j� 6. Review design as related to standards. (Chapters B16 - B26) [✓� 7. Check other requirements as necessary. [ ] a. Construction projecting into public property (chapter B32) [ ] b. Elevators and conveying systems (Chapter B30) [�] C. Sprinklers, standpipes and alarm systems (Chapter 139) [� d. Use of combustible materials on the interior(Chapter 68) e. Roofs and roof structures (Chapter 615) [ f. Light, ventilation and sanitation (Chapter B12) [ ] g. Other CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date � , By: w Don C. Ford, Building Official don/sb.1 Ire,. i 0 t n f f� J� � n k* 10079 Page c. 8K IW71 pq 9 2- ISA 3 X04 NOTICE OF COMMENCEMENT ppoc# 00 80422 Book: 0479 Pa e: 1823 Filed & Recorded TO WHOM IT MAY CONCERN: 07/23/2001 02:35:29 PM JIM FILLER The undersigned hereby informs all concerned that im roveme CLERK�Wym, ffe l g y p rp(tp�v yma e �e certain real property, and in accordance with Section 713.13 of the Florid j s, thl follott information is stated in this NOTICE OF COMMENCEMENT. RECORDING s 5.00 Desc;iptio of Property � Get 7� GC9-Gf r� � i( Apt!l L� �A W K - b AG k D , � /as2 General Description of Improvements_ )wner ' Address: Owner's interest in site of improvements. !ii ) Fee Simple Title Holder(if other than owner) Name Address - - Contractor-�J 00fi Address f )C , s ? Surety (if any) Address Amount of Bond $ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Leinors Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name Address: r Ownr) Sworn to and subsc,,lbed before me this da •-of 1 iiUf F[%Z • GEORGIA A.HORNMY COMMISSION#DD 030526 ;= EXPIRES:June 3,2005 Notary Pu 42 ttt ttt EaC'AP1 uss cuss ype Y Y HIP PIGGYBACK 1 1 o tonal s ov I e nus nes, nc. n un age 2-0-0 3-0-0 50-0 2-0-0 1-0-0 aw= 2-0-0 sw.•rs.r 4 3 TZ 8.00 F12 t T 5 6 2 Bi N4- = Id[d 0 a Se 4020UL3 ` LOADING (PSI) SPACING 2-0-0 CSI DEFL In (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.05 Vert(LL) n/a n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0/a 5 n/a BCDL 10.0 Code tress SBC/SBCCI (Matrincr YES WB x)00 1st LC LL Min Udefl=360 Weight:14 Ib LBRACING UMBER TOP CHORD Sheathed or 5-0-0oc pu TOP CHORD 2 X 4 SYP No.20 rlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=-31/5-0-0,6=-33/5-0-0,2=196/5-0-0,5=199/5-0-0 Max Horz 1=-850oad ase 2) Max l ) ) (load _ l 1)a 4) Max Grrav 1=3(oad ase 3) 6=60oad ase 2),2=196(oadcse 1) 5)1990oadase FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-0=-122,3-4=-83,4-5=-122,5-6=33 BOT CHORD 2-5=83 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed R O v E building,of dimensions 35 ft by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to BEACH wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is C,TMAPPROVED OF ATLANTIC 1.60,and the plate grip increase is 1.60 jp�IILDING 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek OFFICE "Standard Gable End Detail" 4)Provide adequate drainage to prevent water ponding. oo� 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 68 lb uplift at joint 1,35 Ib uplift at joint 6,151 Ib uplift at joint 2 and 116 Ib uplift at joint 5. 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard �4- CAq STATE O (�Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �C,s AZ ORID Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200E ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy.241 L20T� Job russ Iruss I ype y y 1 r 0100786 CAP2 HIP PIGGYBACK 1 1 otional --TRUE TRUSS,JACKS� (3.PAGE 4.ZU1 SR1 S ov I I eK Industries,Inc. Fri Jun age 1-8-13 3-3-3 5-0-0 1-8-13 3.4= 1-6-6 1-8-13 3.4 4 z rz s.00 iz T t s 2 6 81 Z2 Idldzw4= a"= -5� Plate offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.04 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=360 Weight:14 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.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=-26/5-0-0.6=-29/5-0-0,2=191/5-0-0,5=195/5-0-0 Max Horz 1=-720oad case 2) Max Uplift 1=-58(load case 2),6=-31(load case 6),2=-145(load case 3),5=-110(load case 4) Max Grav 1=39(load case 3),2=191 Qoad case 1),5=195(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-133,34=-97,4-5=-134,5-6=32 BOT CHORD 2-5=96 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 35 It by 65 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MTek "Standard Gable End Detail" 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 58 Ib uplift at joint 1,31 Ib uplift at joint 6,145 lb uplift at joint 2 and 110 Ib uplift at joint 5. 8)This truss has been designed for both TPI-85 and ANSIITPI 1-1995 plating criteria. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard ��V• CA �PZIFL ,4 V to STATE 0 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation OR IV Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 EO ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy'204.241.�201 Job cuss I russ I ype Y ly r 0100786 CJ01 ROOF TRUSS :SR1si 1 t —rRUE TRUSS,JACKSONVILLE,FL 322ot, 4.291 o trona Ie Industries,Inc. Fri Jun age 9-10-13 9-10-13 Suk•1:]1A s d 5.66 f112 3.4 a 3.4 4 WI 7 t 2 tt 7 6 2 ! 3.4 d d = Sx3= 10 9 8.19 12 3.6 1 YS4 S�F 9_10.13 ae ses 0181190Z4UZ4 �J — a LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ii PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.03 7-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) 0.47 1-2 >82 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(lL) -0.01 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft=360 Weight:49 Ib LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-4-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling direct)yy applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8-9-15 oc bracing:7-8. REACTIONS (Ib/size) 5=118/Mechanical,2=521/0-11-5,6=187/Mechanical Max Horz2=497(load case 4) Max Uplift5=-167(load case 2),2=-655(load case 4),100(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=66,2-3=-327,34=-709,4-5=38 BOT CHORD 2-10=225'9-10=225,8-9=288,8-11=644,7-11=644,6-7=0 WEBS 3-9=-232,3-8=474,4-8=152,4-7=-661 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 ft by 65 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 167 Ib uplift at joint 5,655 Ib uplift at joint 2 and 100 Ib uplift at joint 6. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)Special hangers)or conneotion(s)required to support concentrated load(s)70.1 lb up at 1-6-12,and 24.61b up at 4-5-0,and 4.61b up at 7-2-11 on bottom chord. Design for unspecified connections)is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber I11.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=54.0,2-9=-20.0,8-9=-20.0,6-8=-20.0 Concentrated Loads Ob) Vert:8=24.6 10=21.6 11=4.6 v• CAA to STATE O Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation ORI �t1" Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 RED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during install ion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy'904.241.8`200] O Job cuss QY y - r '0100786 CJ02 ROOF TRUSS 1 1 i o nal JACKSONVILLE,FE-32257,G. s ov I e nus nes,Inc. Fri Jun age 9-10-13 9-10-13 Seal. 1:31 6 a 9 Sas i 5.66 12 J 6 W1 W2 yy2 dL 10 11 T 12 6 5 2x4= 2z4 11 Jea= I 1 l 3:10 -]0-]3 9=ry-1 s Plate offsets 4 LOADING (psf) SPACING 2-0-0 CSI DEFL In (IOC) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.11 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) -0.01 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deo=360 Weight:46 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 6-1-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=79iMechanical,4=139iMechanical,2=511/0-4-15,5=304/Mechanical Max Horz 2=428(load case 4) Max Uplift/=-75(load case 4),4=-291(load case 2),2=-475(102d case 4),5=-534(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=55,2-8=-589,3-8=-503,3-9=-92,4-9=48 BOT CHORD 2-10=484,10-11=484.7-11=484,7-12=484,6-12=484,5-6=0 WEBS 3-7=176,3-6=-550 NOTES 1)This truss has been designed for the vvind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 ft by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to vvind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to vvind. 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 75 Ib uplift at joint 1,291 Ib uplift at joint 4,475 Ib uplift at joint 2 and 534 Ib uplift at joint 5. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)Special hanger(s)or connection(s)required to support concentrated load(s)172.01b up at 4-4-12,and 98.91b down and 399.41b up at 7-2-11 on top chord,and 58.71b down and 21.61b up at 1-6-12,and 15.81b down and 43.1 lb up at 4-4-12,and 55.81b down and 151.81b up at 7-2-11 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:1-2=-74.0,2-4=-54.0,2-5=-20.0 Concentrated Loads Ob) Vert:8=46.3 9=-98.9 10=21.6 11=-15.8 12=-55.8 V. CAA 11F/ q C) STATE 0 �IQ Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �S+jAz ORIO e1" Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 c!QED ENG` This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. 1171-1113-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy.241.1200' O o cuss russ ype y y 0100786 CJ03 ROOF TRUSS 1 1 7 o tional S ov I e nus nes, nc. rl un age 7-0-14 7-0-14 s 3A X10 _ 5.66 12 l 3s{i 3 W3 4 2 B 11 7 6 .{ L{= 3x6 II 3x4= 3X4= Z�4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! PLATES GRIP a TCLL 20.0 ' Plates Increase 1.25 TC 0.20 Vert(LL) 0.07 7-8 >853 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) 0.06 7-8 >978 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) -0.00 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/def!=360 Weight:38 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=94/Mechanical,5=76/Mechanical,2=126/0-11-5,6=296/Mechanical,9=570/0-11-5 Max Horz 2=332(load case 4) Max Upliftl=-81(load case 3),5=-128(load case 2),6=-500(load case 4),9=-896(load case 4) Max Grav1=94(load case 1),5=760oad case 1),2=204(load case 2),6=2960oad case 1),9=570(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=51,2-3=217,3-4=-460,4-10=-33,5-10=25 BOT CHORD 2-9=-183,8-9=-183,8-11=401.7-11=401,6-7=0 WEBS 4-7=-461,3-9=-644,4-8=283,3-8=657 NOTES 1)This truss has been designed for the wind loads generated by 110 mph vvinds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 ft by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 81 Ib uplift at joint 1,128 Ib uplift at joint 5,500 Ib uplift at joint 6 and 896 Ib uplift at joint 9. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)Special hanger(s)or connection(s)required to support concentrated load(s)82.31b up at 4-4-12 on top chord,and 465.61b down and 918.61b up at 4-4-12 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(plo Vert:1-2=-74.0,2-5=-54.0,2-6=-20.0 Concentrated Loads 0b) Vert:10=26.6 11=-465.6 V. CA Ngl4 STATE 0p Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation /s A* Uk i10D Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200Ep ENG` This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy904.241!T20� f� h v Job russ truss Type y y 0100786 CJ04 ROOF TRUSS 1 1 o tional s ov I e In us nes, nc. rl un age 7-0-14 7-0-14 Scale-1.24.3 4 3x4 5.66 F12 3 1 W1 2 B 2x4 6 5 2x4 11 7x4= LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.03 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.03 2 >999 BCLL 0.0 Rep Stress Incr NO i WB 0.16 Horz(TL) -0.01 1 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=360 Weight:34 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc pudins. 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) 1=95/Mechanical,4=62/Mechanical,5=-214/Mechanical,7=778/0-8-0 Max Horz7=332(load case 4) Max Uplift/=-75(load case 4),4=-111(load case 2),5=-214(load case 1),7=422(load case 4) Max Gravl=95(load case 1),4=620oad case 1),5=138(load case 3),7=7780oad case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=45,2-3=546,3-4=-50 BOT CHORD 2-7=-445,6-7=-445,5-6=0 WEBS 3-7=-705,3-6=513 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 ft by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 Ib uplift at joint 1,111 Ib uplift at joint 4,214 Ib uplift at joint 5 and 422 Ib uplift at joint 7. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(s) Standard 4. C4 N4 1 !4 s 7t STATE 4 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �s 0 to �GQ' Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free cop; .241r�206� oTruss cuss ype Y Ply 0100786 J01 ROOF TRUSS 4 1 o tional s ov 1 e nus nes, nc. r un age 1-0-0 1-0-0 Sub,1:11.7 3 1 8.00 F12 2 =yyll d 81 T7 2.4_ 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (IOC) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.00 2 >999 M1120 249/190 ° TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.13 1-2 >200 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=360 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 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-110/Mechanical,2=285/0-8-0,4=9/Mechanical Max Horz 2=213(load case 4) Max Uplift3=-110(load case 1),2=-667(load case 4),4=-25(load case 2) Max Grav3=399(load case 3),2=2850oad case 1),4=9(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=61,2-3=-97 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chard dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 It by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are 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 110 Ib uplift at joint 3,667 Ib uplift at joint 2 and 25 Ib uplift at joint 4. 4)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard r 4. CAR F IF ,s 4 r STATE P Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �Z oR 11) Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 ED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free cop y.2411206 Job russ I russ I ype y y 0100786 J02 ROOF TRUSS 2 1 1 o tional s Nov I e nus nes,Inc. n Jun age r 3-0-0 3-0-0 Scall•116.3 s 2.a 11 3 J 6.00,12 W1 r ax 1 2 $ J s a e1 u.o0 u 6 4" 2%a 1 H10 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.03 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.28 1-2 >102 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) -0.03 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1 st LC LL Min I/deft=360 Weight:16 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.21D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=28/Mechanical,2=287/0-8-0,5=8/Mechanical Max Horz 2=306(load case 4) Max Uplift4=-1(load case 2),2=A62(load case 3) Max Grav4=120(load case 3),2=2870oad case 1),5=8(load case 1) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=63,2-3=-86,3-4=13 BOT CHORD 2-6=-3,5-6=4 WEBS 3-6=26 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 ft by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 Ib uplift at joint 4 and 462 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI[TPI 1-1995 plating criteria. LOAD CASE(S) Standard V. CAA IFI ,4 3TATE 0 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation FC'S'`QP V%�S Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 RED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal] ion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy{9.0044.241.svoo0 `\ Job russruss I ype uly Y 0100786 J03 ROOF TRUSS 3 1 (optional) �CKSONVILLE,FIL 32257,G.PAGEs ov e n us nes, nc. rl un age 3-0-0 r 3-0-0 Scal•�1:10.1 3 8.00 T �]Jt 1 1 2 Bt . h{_ 1 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 0.49 Vert(LL) 0.01 2-4 -999 M1120 249/190 a TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.25 1-2 >106 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=360 Weight:14 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) 3=27/Mechanical,2=271/0-3-8,4=28/Mechanical Max Herz 2=306(load case 4) Max Uplift3=-88(load case 2),2=-494(load case 4),4=-76(load case 2) Max Grav3=149(load case 3),2=271(load case 1),4=28(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=62,2-3=-72 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 35 ft by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are 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 88 Ib uplift at joint 3,494 Ib uplift at joint 2 and 76 Ib uplift at joint 4. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard GLV. CA,�� STAT Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED Er1G This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy, .241.20f1� /� o Fuss russ ype uly FIy b-8 CC 0100786 J04 ROOF TRUSS 2 1 (optional) s ov I e nus nes,Inc. rt un age 5-0-0 5-0-0 suu•124! s 2M II 4 8.00 12 gra II J B7 W1 2 6 2 � d d Bi Sas= 12.00 12 B 2x1= i M:00 It-Ho I-1 V-u LOADING (PSI) SPACING 2-0-0 CSI DEFL In (IOC) 1/deft PLATES GRIP TCLL 20.0, Plates Increase 1.25 TC 0.54 Vert(LL) -0.04 8 _999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.31 1-2 _93 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) -0.03 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=360 Weight:25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc pudins. 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) 5=119/Mechanical,2=336/0-8-0,6=18/Mechanical Max Horz 2=404(load case 4) Max Uplift5=-125(load case 4),2=-420(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=63,2-3=-120,3-4=-39,4-5=61 BOT CHORD 2-8=1,7-8=11,6-7=-O WEBS 3-8=25,4-7=32 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 ft by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 125 Ib uplift at joint 5 and 420 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �V. CAA W STATE 0. Q FC h� Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �s 0 vD RC1 Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during install tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy .241�9`200�, O Job russ I russ I ype y y ROVE J 0100786 J05 ROOF TRUSS 8 1 —TRUE TRUSS,JACKSONVILLE,FIL 32257, o tional U. s ov I i nus nes,Inc. Fri Jun U8 Iage 5-0-0 r 5-0-0 Scr••7:21.9 8.00572 d 1 2 Bt 1 2z1= 7 LOADING (psf), SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.08 2-4 >686 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.38 1-2 >71 BCLL 0.0 . Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=360 Weight:20 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.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=101/Mechanical,2=325/0-3.8,4=48/Mechanical Max Horz 2=403(load case 4) Max Uplift3=-203(load case 2),2=-522(load case 4),4=-130(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=62,2-3=43 BOT CHORD 24=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 ft by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are 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 203 Ib uplift at joint 3,522 Ib uplift at joint 2 and 130 Ib uplift at joint 4. 4)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard V. CA9 IN ,� STATE 0 Apex Technology is a fictitious name owned b Jax FCS eO�ORID Q P gy y Apex Technology Inc.,a Florida Corporation � Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy.241.1201] f o 1 russ Truss Type uly y ii IS , 0100786 J07 ROOF TRUSS 4 1 TRUE TRUSS, o tional , s ov 1 e Industries,Inc. Fri Jun age 7-0-0 7-0-0 5<al.-1.311 3 8.00 U 2 i 20 z-0-0 LOADING (pSO SPACING 2-0-0 CSI DEFL In (IOC) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.11 2-4 >776 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=360 Weight:27 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. REACTIONS (Ib/size) 1=-43/Niechanical,3=147/Mechanical,2=485/0-3-8,4=68/Mechanical Max Horz 2=427(load case 4) Max Upliftl=-96(load case 3),3=-264(load case 2),2=-364(load case 4) Max Gravl=225(load case 2),3=147(load case 1),2=485(load case 1),4=68(load case 1) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=101,2-3=62 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 ft by 65 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are 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 96 Ib uplift at joint 1,264 Ib uplift at joint 3 and 364 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard STATE 0 �d Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation lrC/s�C 0 E9 E G� Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED (J This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copY204.241.12015 Job cuss toss I ype y IF 0100786 J08 ROOF TRUSS 1 1 (optional) -7RUE-TRUSS,JACKSONVILLE,FL 32257,G.PAUE s ov I e nus nes, nc. rl un age 3-0-0 r 3-0-0 scw cie.3 as II &00 r r 2 Lei N4- s r LOADING (psQ SPACING 2-0-0 CSI DEFL in (IOC) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.12 2 >137 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) 0.33 1-2 >76 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.08 4 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udefl=360 Weight:15 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. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=-44/Mechanical,5=-104/Mechanical,6=478/0-8-0 Max Horz 6=306(load case 4) Max Uplift4=-44(load case 1),5=-104(load case 1),6=-823(load case 3) Max Grav4=186(load case 3),5=2820oad case 3),6=478(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=61,2-0=31,3-4=-73 BOT CHORD 2-6=-0,5-6=0 WEBS 3-6=-184 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 35 ft by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 Ib uplift at joint 4,104 Ib uplift at Joint 5 and 823 Ib uplift at joint 6. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4' CAA STATE 0 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation OR11D Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200Ep ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy?4-241.120 O Job russ I cuss Type Qty y r 0100786 T01 ROOF TRUSS 1 1 -TRUE tKU-55,JACKSONVILLE,FL 32287,U.PAC.F= 0 tional s ov i e nus nes,Inc. Fn Jun age 7-0-0 28-0-0 35-0-0 7-0.0 21-0-0 7.0-0 sw.•148.5 US= sx5= 3.8= 214 I I 6x6= 6xe 5 6 7 8 22 9 23 10 11 8.00 12 3x5 G we w7 w8 3.5 4 L 1 W4 a 3 b 10 d „ �I8 19 24 25 18 26 27 17 28 29 30 [ 1 20 3A= 3x8= 20 11 7x12= 12 1 3.5 G 21 5x5= 12.00 12 1531 14 32 33 13 3.5 J 5x5 2.411 7x8= 2x4 11 zz 21 4-0 3g--=H Plate offsets LOADING (PSI) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) 0.16 11-13 >858 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) 0.1411-13 >994 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(TL) -0.07 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=360 Weight:205 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-1-15 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-16,10-14 REACTIONS (Ib/size) 2=1107/0-8-0,11=199/0-3-8,14=2943/0-8-0 Max Horz 2=434(load case 3) Max Uplift2=-941(load case 4),1 1=-1 294(load case 2),14=-4036(load case 3) Max Grav2=1109(load case 5),11=2270oad case 6),14=2943(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=63,2-3=-1340,3-4=-2373,4-5=-1591,55=-1324,6-7=-1324,7-8=834,8-22=871,9-22=871,9-23=1233, 10-23=1232,10-11=382,11-12=62 BOT CHORD 2-21=970,20-21=1218,19-20=1914,19-24=1322,24-25=1322,18-25=1322,18-26=647,26-27=647,17-27=647, 17-28=647,28-29=647,29-30=647,16-30=647,15-16=-23,8-16=-215,15-31=-133,14-31=-133,14-32=-211, 32-33=-211,13-33=-211,11-13=-223 WEBS 3-21=-835,3-20=1147,4-20=515,4-19=-648,5-19=606,5-18=2,6-18=-250,7-18=860,7-17=334,7-16=-1861, 14-16=-1279,9-16=881,9-14=-1100,10-14=-1430,10-13=401 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 It by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,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 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 941 Ib uplift at joint 2,1294 Ib uplift at joint 11 and 4036 Ib uplift at joint 14. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)Special hanger(s)or connection(s)required to support concentrated load(s)92.61b down and 515.01b up at 21-10-3,and 92.61b down and 515.0Ib up at 23-10-3,and 129.11b down and 294.01b up at 28-0-0 on top chord,and 247.91b down and 156.01b up at 7-0-0,80.31b down and 43.71b up at 9-1-13,80.31b down and 43.71b up at 11-1-13,80.31b down and 43.71b up at 13-1-13,80.31b down and 43.71b up at 15-1-13,80.31b down and 43.71b up at 17-1-13,80.31b down and 43.71b up at 17-10-3,80.31b down and 43.71b up at 19-10-3,47.91b down at 21-10-3,47.91b down at 23-10-3,and 263.81b down and 1029.01b up at 28-0-0,and 309.31b up at 25-10-3 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(plt) Vert:1-5=54.0,5-10=54.0,10-12=54.0,2-21=-20.0,20-21=-20.0,16-20=-20.0,11-15=-20.0 A Continued on page 2 J. A � 9 s STATE 0 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200p ENG` This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during install tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy,904.241 O T runs russ ype y y - 0100786 T01 ROOF TRUSS 1 1 otional UKbUNVILLE,FL 1,G.PAGE 42nl s ov i - nus nes, nc. n un age LOAD CASE(S) Standard Concentrated Loads(lb) Vert:10=-89.1 19=-247.9 13=-263.8 22=-92.6 23=-92.6 24=-80.3 25=-80.3 26=-80.3 27=-80.3 28=-80.3 29=-80.3 30=-80.3 31=-47.9 32=47.9 �v. CA,� . STATE Q �4Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �C/s~C OR110 Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED ENG` This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy.241. 20� O 0'5 NSS NSS Type y 0100786 TO2 ROOF TRUSS 1 1 (optional) TRUE TRUSS,JACKSONVILLE,-FL 3225 4.201 bK1 S ov 16 2C 0 MITekIndustries,Inc. Fri un age 9-0-0 26-0-0 35-0-0 9-0-0 17-0.0 9-0-0 BCW-1:69.3 {x4 3.4= 3.5= 3"= ax!_ 6 7 6 9 10 3x4 G 8.00 F12 6 W7 3.5 2"II Wt 11 11 3.5 i W5 3 VVI 2 18 19 17 12 qe 1 3A= 20 Sz12= 3x6= 5x5= 13 d 5.5// 12.0052 16 15 14 6z6 3x8= 905 II �� $� 17-8-4 3 _0.0 3_ Plate se LOADING (pSQ SPACING 2-0-0 CSI OEFL In (IOC) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.26 17 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.34 17-18 >999 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.17 12 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Well=360 Weight:218 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-6-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mldpt 8-16 REACTIONS (lb/size) 2=1408/0-8-0,12=1398/0-3-8 Max Horz 2=-5290oad case 2) Max Uplift2=-1167(load case 4),12=4146(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-1942,3-4=-3324,4-5=-3324,5-6=-1959,6-7=-1652,7-8=-2147,8-9=-1823,9-10=-1399,10-11=-1664, 11-12=-1936,12-13=31 BOT CHORD 2-20=1497,19-20=1805,18-19=1944,17-18=2011,16-17=2540,15-16=1680,14-15=1587,12-14=1587 WEBS 3-20=-1118,3-19=1452,4-19=-110,5-19=1234,5-18=-453,6-18=891,7-18=-564,7-17=246,8-17=1679, 8-16=4877,9-16=251,9-15=-511,10-15=693,11-15=-252,11-14=90 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 ft by 65 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1167 Ib uplift at joint 2 and 1146 Ib uplift at joint 12. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4• CA J � STATE 0 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation /S OR11D Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200ED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during install tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy'904.24100'] f :� v Job russ Icuss rype Qty 0C AN GROVE ' 0100786 T03 ROOF TRUSS 1 1 —nWE TRUSS,JACKSONVILLE,FIL 32257, A tional Q. s ov I e nus nes, nc. Fn-Jun age 11-0-0 24-0-0 35-0-0 11-" 13-0-0 11-0-0 SnN•169.3 US= Ix8= 4A= 5 7 B 4x4 G 5.00 12 5 7x5 10 9 2x4 II W5 d 3.45 4 4 W1 V 112 7 2 10 Id 17 15 1 Ix�= 18 5.12= 7x�= 5x5= 11 d 5x5 G 12.00 12 14 17 12 13.4= 5x5 US= 2YA II `r�r-0tfYO 18 � 148-4 -0 Plate Qffsets ` LOADING (PSI) SPACING 2-0-0 CSI DEFL In (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.20 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.29 16-17 >999 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.16 10 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=360 Weight:221 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-14,7-13 REACTIONS (Ib/size) 2=1408/0-8-0,10=1398/0-3-8 Max Horz 2=-6240oad case 2) Max Uplift2=-1167(load case 4),1 0=-1 146(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-1942,313=-3324,4-5=-3324,5-6=-1761,6-7=-1688,7-8=-1291,8-9=-1541,9-10=-1882,10-11=31 BOTCHORD 2-18=1497,17-18=1805,16-17=1797,15-16=1473,14-15=2041,13-14=1492,12-13=1547,10-12=1547 WEBS 3-18=-1118,3-17=1452,4-17=-137,5-17=1369,5-16=-457,6-16=446,6-15=323,7-15=1265,7-14=-1342, 7-13=-318,8-13=545,9-13=-326,9-12=110 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 It by 65 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1167 Ib uplift at joint 2 and 1146 Ib uplift at joint 10. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAR 1F! F x� STATE 0 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �s ORID Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during install ion. ff HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 9.0044.241.5p0� O Job russ Truss Type yy 0100786 T06 ROOF TRUSS 1 1 —TRUE TRUSS,JACKSONVILLE,FIL 32257,U.PAG.I: o tional s ov I e nus nes,Inc. Fri Jun age 13-0-0 22-0-0 35-0-0 13-0-0 9-0-0 13-0-0 ScaN-1:70.9 4x8= 3x8= 4x4= 6 7 8 3x8 4 9.0o u s 3xs c 7 17 1 9 d 3x3 1 W6 d 3x3 G W12 l W4 3 2 10 �[ 17 16 13 d I b 1 18 3x4= 3x4= Sz3= 17 d 3x4= 19 5.5= 14 13 12 3.4= 5.5// 12.00 12 3.8= 2x4 I I 3x3 J 17-84 P-0-0 Plate unsets ° LOADING (pSO SPACING 2-0-0 CSI DEFL In (IOC) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.19 16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.22 16-17 >999 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.16 10 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=360 Weight:240 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-14,7-13 REACTIONS (Ib/size) 2=1401/0-8-0,10=1401/0-8-0 Max Horz 2=719(load case 3) Max Uplift2=-1162(load case 4),10=-1162(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,23=-1931,3-4=-3509,4-5=-2065,5-6=-1572,6-7=-1391,7-8=-1167,8-9=-1394,9-10=-1788,10-11=32 BOT CHORD 2-19=1488,18-19=1909,17-18=2809,16-17=1718,15-16=1314,14-15=1715,13-14=1250,12-13=1459, 10-12=1459 WEBS 3-19=-1304,3-18=1648,4-18=932,4-17=-1129,5-17=370,5-16=-548,6-16=447,6-15=177,7-15=1091,7-14=-1133 ,7-13=-199,8-13=489,9-13=-367,9-12=128 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 35 ft by 65 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1162 Ib uplift at joint 2 and 1162 Ib uplift at joint 10. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard *4. CAR IN ,4 F STATE O Q; Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation /s0RIV��t1 Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 cl QED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free cop t9004.241120'� O Job russ Truss Type Oily y6-8 OCEAN GKQVIz 0100786 T07 ROOF TRUSS 3 1 -TRUE-TRUSS,JACKSONVILLE,t-L JZ2of,Li.PAGE 4-.20-1— otional s ov I e Industries,Inc. Fri Jun age 15-0-0 20-0-0 35-0-0 15-0-0 5-0-0 15-0-0 6W..1:73.1 Ix!_ !x!— . S 6.00 12 5x6 5x6 3 6 y d W2 y 2 7 3x!= 12 11 10 9 3x4_ 2.4 II 3W= n- 54= .4 II Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) 0.11 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.19 11-12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.06 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=360 Weight:206 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-4-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-11,4-10,6-10 REACTIONS (Ib/size) 2=1396/0-8-0,7=1396/0-8-0 Max Horz 2=811(load case 3) Max Uplift2=-1153(load case 4),7=-1153(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-1731,3-4=-1270,4-5=-1061,5-0=-1272,6-7=-1731,7-8=30 BOT CHORD 2-12=1416,11-12=1415,10-11=1061,9-10=1415,7-9=1416 WEBS 3-12=148,3-11=-440,4-11=376,4-10=-1,5-10=377,6-10=-439,6-9=148 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 It by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1153 Ib uplift at joint 2 and 1153 Ib uplift at joint 7. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4. CAR IN ,q STATE 0 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �s�C ORIOp'�t1" Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200ED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during install tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy' .241 on Job russ Truss Type Qty Ply -8 OCEAN fiROVE s 0100786 T09 ROOF TRUSS 1 1 o tional , s ov 1 e nus nes,Inc. Fn Jun age 7-0-0 13-8-0 19-113 21-8-0 7-0-0 6-8-0 6-3-2 1-8-14 Sc" 1:41.2 U8= 4x4= a 4 3.5 Z� 8.00 12 5 W2 b b 3x12 fts 6 7 2 a a ]x!= 12 11 10 s 1 2.4 11 US= 5x6= LT2F0 ' Plate Offsets - 9e, - LOADING (pSf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.08 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.11 11-12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.03 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/dell=360 Weight:113 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-2 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 8=784/0-3-8,2=910/0-8-0 Max Horz 2=494(load case 3) Max Uplift8=-553(load case 4),2=-810(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3---926,3-4=-820,4-5=-977,5-6=-1313,6-7=-1888,7-8=-769 BOT CHORD 2-12=755,11-12=759,10-11=1095,9-10=2072,8-9=0 WEBS 3-12=132,3-11=75,4-11=280,5-11=-364,5-10=239,6-10=-992,6-9=-720,7-9=2030 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 It by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 553 Ib uplift at joint 8 and 810 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V. CA �► IN t V 4 STATE O Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation ORIO� Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200Ep ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy.241.�200O Job russ Truss ype y y - W AN GROVEi 0100786 T10 ROOF TRUSS 1 1 o tional s ov I e nus nes,Inc. Fn Jun age 9-0-0 11-8-0 17-11-3 21-8-0 9-0-0 2-8-0 6-3-2 3-8-14 Scala 1:44.9 4.4= 4.8= 4 s 2.4 e.99 12 s 5.12= x c2.4 n w1 9 W4 9 2 1 3.4= 11 10 9 2.9= 2W= 5.5 3.4= 1'YY Plate onsets - ° LOADING (pSf) SPACING 2-0-0 CSI DEFL In (IOC) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.06 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.17 2-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) -0.03 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Udefl=360 Weight:127 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.2D BOT CHORD Rigid ceiling directly applied or 6-10-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 8=784/0-3-8,2=910/0-8-0 Max Horz 2=591(load case 3) Max Uplift8=-559(load case 4),2=-805(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=30,2-3=-985,34=-792,4-5=-664,5-6=-812,6-7=-0,7-8=-97 BOT CHORD 2-11=796,10-11=682,9-10=1233.8-9=1241 WEBS 3-11=-167,4-11=249,5-11=-48,5-10=254,6-10=-581,6-9=100,6-8=-1402 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 It by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 559 Ib uplift at joint 8 and 805 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �V. CAA V�'( IN F STATE O Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �s 0910 Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free cop y904.24I,�200� O -PT Job russ Truss Type Qtyy 0100786 T11 ROOF TRUSS 1 1 -TRUE-TRUMS,JACKSONVILLE,FIL 32257,U.FA(ilz 4.201 (optional)s ov I e n us nes,Inc. Fri Jun age 10-4-0 15-113 21-8-0 10-4-0 5-73 5-8-14 SW. 1:19.3 1x1 1 5.00 12 2xa 5x3= 5X5_ 3 5 6 7-1 W1 W3 W5 S J d d 2 1 3x1= 9 e axe= 5x5= 2.4 II Plate ottsets • LOADING (Psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.06 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.27 2-9 >947 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) -0.02 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=360 Weight:119 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-11-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=784/0-3-8,2=910/0-8-0 Max Horz 2=654(load case 3) Max Uplift7=570(load case 4),2=-793(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,23=-942,34=-717,4-5=-716,5-6=-978,6-7=-729 BOT CHORD 2-9=764,8-9=999,7-8=0 WEBS 3-9=-204,4-9=505,5-9=-464,5-8=-470,6-8=1137 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 ft by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 570 Ib uplift at joint 7 and 793 Ib uplift at joint 2. 5)This truss has been designed for both TP 1-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4. CAA IF? STATE 0 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �s ORM Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 ED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. IfHIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 9_ 4.241fff O o russ I russ I ype y y - EAN GROVEa ` 0100786 T13 ROOF TRUSS 2 1 o tions JAC;KSONVILLt,f-L G.PAGE s ov 16 V_it H I M11 PK Indus nes, nc. n un age 6-9-12 13 7-8 6-9-12 6-9-12 Sc4.�1:33.8 aza= 3 B.00 r12 1 1 a 2 d 3 3za= 2xa II Sza= t LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.01 5 >999 MII20 2491190 ` TCDL 7.0 Lumber Increase 1.25 BC 0.23 Vert(TL) 0.10 1-2 >271 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Udell=360 Weight:55 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=486/0-3-8,2=612/0-8-0 Max Horz 2=483(load case 3) Max Uplift4=-343(load case 4),2=-601(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=427,34=-423 BOT CHORD 2-5=348,45=348 WEBS 3-5=131 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 35 ft by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 343 Ib uplift at joint 4 and 601 Ib uplift at joint 2. 4)This truss has been designed for both TP 1-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard CAA STATE 0 ORIO�" Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 EDN This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 9.24I 206 O + T cuss Truss Type--- y y 0100786 714 ROOF TRUSS 1 1 o tional , s ov I e nus nes,Inc. Fri Jun5212001age 5-0-0 15-8-0 20-8-0 5-0-0 10-8-0 5-0-0 SCM,•1:79.7 4x5= 6x8= 4.6 Q 4 12 10 14 5 15 16 6 6.0012 VW Aq W4 34 d d d 9 7 � 2 I� >xi 10 17 18 19 9 20 21 8 1 3.811 7,12= 2.411 Sx6= 0x5- -U Plate Ottsets ' LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.22 8-9 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Verl(TL) 0.19 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) -0.07 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=360 Weight:106 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-4-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=1145/0-5-9,11=1234/0-5-9 Max Horz 11=398(load case 3) Max Uplift7=-1970(load case 4),11=-2224(load case 4) Max Grav7=1148(lcad case 6),11=12340oad case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=58,2-3=275,3-4=-1246,4-12=-1011,12-13=-1010,13-14=-1010,5-14=-1010,5-15=-1442,15-16=-1443. 6-16=-1443,6-7=-1800 BOT CHORD 2-11=-213,10-11=-213,10-17=1689,17-18=1689,18-19=1689,9-19=1689,9-20=1689,20-21=1689,8-21=1689, 7-8=1417 WEBS 4-10=328,5-10=-813,5-9=183,5-8=-295,6-8=607,3-11=-1173,3-10=1234 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 It by 65 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1970 Ib uplift at joint 7 and 2224 Ib uplift at joint 11. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)Special hanger(s)or connection(s)required to support concentrated load(s)48.31b down and 104.91b up at 5-0-0,47.41b down and 197.51b up at 5-7-4,47.41b down and 197.51b up at 7-7-4,47.41b down and 197.51b up at 9-7-4,47.41b down and 197.51b up at 11-713,and 47.41b down and 197.51b up at 13-7-4,and 69.51b down and 319.41b up at 15-8-0 on top chord,and 27.91b down and 140.31b up at 5-7-4,27.91b down and 140.31b up at 7-7-4,27.91b down and 140.31b up at 9-7-4,27.91b down and 140.31b up at 11-7-4,27.91b down and 140.31b up at 13-74,and 303.81b down and 649.81b up at 15-74,and 70.81b up at 5-0-0 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(plt) Vert:1-4=-54.0,4-6=-54.0,6-7=-54.0,2-7=-20.0 Concentrated Loads(Ib) Vert:4=-8.3 .3 6=-69.5 8=-303.8 12=47.4 13=-47.4 14=-47.4 15=-47.4 16=47.4 17=-27.9 18=-27.9 19=-27.9 20=-27.9 `,• CA 21=-27 IR q I♦s V � STATE 0 /� Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �s ORIV Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copf_04.241.12017] Job russ NSS I ype y y ROVEs 0100786 T17 ROOF TRUSS 1 1 (optional) s Nov 15 2100 MiTekIndustries,Inc. n Jun age 6-8-14 21-0-13 24-8-0 35-0-0 6-8-14 14-4-0 3-7-0 10-4-0 sw4-t:cl.e 4.4= 7 4.4= SxS= 3.4= 3.4= 3 4 S 6 2x4 i e e"0 12 w a i 9 292 i^ 3"= 14 13 12 11 3.4— 3.4= 14= 5x5= 3x8= Plate 011sets - + LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.24 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.34 9-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.09 9 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=360 Weight:191 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-11-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-4-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (1b/size) 2=1396/0-8-0,9=1396/0-8-0 Max Horz 2=587(load case 3) Max Uplift2=-1153(load case 4),9=-1153(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-1780,34=-1474,4-5=-2248,5-6=-2294,6-7=-1557,7-8=-1560,8-9=-1773,9-10=30 BOTCHORD 2-14=1451,13-14=2072,12-13=2350,11-12=2289,9-11=1438 WEBS 3-14=726,4-14=-840,4-13=380,5-13=-221,5-12=-78,6-12=163,6-11=-1600,7-11=1490,8-11=-170 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 ft by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1153 Ib uplift at joint 2 and 1153 Ib uplift at joint 9. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4�,V• CAA IFI ;q R STATE 0 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation t�C,s A�ORI'D Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200ED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal ion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy_9004.241.1206T Job cuss Truss ype y ply 6-8 QGLAN ROVE 0100786 T18 ROOF TRUSS 1 1 • o tions , s ov I e nus nes, nc. Fri Jun 08 2001 Page 8-8-14 23-0-13 +24-8-0 35-0-0 8-8-14 14-4-0 1-73 10-4-0 SW.•167.0 4.4= 4,4= Sxs= 6 U4= 2xa II 4 S 6 7 6.00 ,2 2.4 X2X4- 4 YVI 3 1 2 10 � la 3M= 14 13 12 3xa= 3x6= 3x6= 4X6= 4H Plate offsets • LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.19 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert( ) -0.3613-14 >999 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.07 10 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Udell=360 Weight:202 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 8-12 REACTIONS (Ib/size) 2=1396/0-8-0,10=1396/0-8-0 Max Horz 2=587(load case 3) Max Uplift2=-1153(load case 4),1 0=-1 153(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-1817,3-4=-1644,4-5=-1382,5-6=-1843,6-7=-1843,7-8=-1553,8-9=-1560,9-10=-1773,10-11=30 BOT CHORD 2-14=1466,13-14=1710,12-13=1644,10-12=1438 WEBS 3-14=-121,4-14=666,5-14=-532,5-13=212,6-13=-252,7-13=316,7-12=-1323,8-12=1538,9-12=-170 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 35 It by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1153 Ib uplift at joint 2 and 1153 Ib uplift at joint 10. 5)This truss has been designed for both TPI-85 and ANSIfTPI 1-1995 plating criteria. LOAD CASE(S) Standard �C*V' CAA G�P(IF/ STATE 0 �l/Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �C�s0RI06 Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 'cRED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free cop�S`.241.12013] O T russ cuss ype y y -8 OCEAN GRovE 0100786 719 ROOF TRUSS 1 1 o trona SRT—sN ov 1 e nus nes,Inc. Fri Jun age 10-8-14 24-3-2 35-0-0 10-8-14 13-65 10-8-14 S,.I.-1:67.0 4xf= UB= 4.4= 4 5 6 8.00 12 Del tri G W3 7 S W1 W1 2 B Jxf= 12 11 10 Jxl= 3x8= 5,,5= 3x8= Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.13 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.36 8-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.07 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=360 Weight:196 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-12,5-10 REACTIONS (Ib/size) 2=1396/0-8-0,8=1396/0-8-0 Max Horz2=608(load case 3) Max Uplift2=-1153(load case 4),8=-1153(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-1758,3-4=-1530,4-5=-1282,5-6=-1282,6-7=-1530,7-8=-1758,8-9=30 BOT CHORD 2-12=1427,11-12=1507.10-11=1507,8-10=1427 WEBS 3-12=-188,4-12=523,5-12=-333,5-11=132,5-10=-333,6-10=523,7-10=-188 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 35 It by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1153 Ib uplift at joint 2 and 1153 Ib uplift at joint 8. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �V. CAR IN STATE 4 , AI Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �s+ ORI'D A" Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 'CITED ENG` This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during install tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy9�.241.�200r] O Job russ truss rype Qly y UKOVE 0 �. 0100786 T20 ROOF TRUSS 1 1 o tional ,F 4.201 SRTs ov I e nus nes,Inc. Fn Jun age 12-8-14 22-3-2 35-0-0 12-8-14 9-6-5 12-8-14 Sal 1:67.0 4x4= 3.4= 4.4= 4 5 6 8.0012 US 3 7 a i V42 W2 02 4 13 2 e Ll �1 9 3x4= 13 12 11 f0 3.-- 2.4 x4=2x4 11 5x8= 5x8= 2x4 It 4:8-1 e orsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.11 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.31 11-12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.06 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=360 Weight:206 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-12,5-11 REACTIONS (Ib/size) 2=1396/0-8-0,8=1396/0-8-0 Max Horz 2=703(load case 3) Max Uplift2=-1153(load case 4),8=-1153(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-1795,3-4=-1412,4-5=-1179,5-6=-1179,6-7=-1412,7-8=-1795,8-9=30 BOT CHORD 2-13=1464,12-13=1464,11-12=1247,10-11=1464,8-10=1464 WEBS 3-13=125,3-12=-356,4-12=486,5-12=-142,5-11=-142,6-11=486,7-11=-356,7-10=125 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 ft by 65 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1153 Ib uplift at joint 2 and 1153 Ib uplift at joint 8. 5)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard �4. CAA V � STATE_n Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �C's�C ORID`p�`��li� Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during ins[a tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free cop 904.241.20Q� -Job russruss I ype 0100786 T21 ROOF TRUSS 1 1 (optional) s ov I e nus nes, nc. rl un age 14-8-14 20-3-2 35-0-0 14-8-14 5-65 14-8-14 sw.-1:7x.a 44= 4A= s s 6.00 F12 5.6 i 5.6�1 6 J d W2 7 2 6 3.4 20 20 II 5 _ Oz/= 12 11 10 6 x5= 35. 5a6= 31 I 35 ' LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.11 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.18 11-12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.06 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=360 Weight:205 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-45 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-11,4-10.6-10 REACTIONS (Ib/size) 2=1396/0-8-0,7=139610-8-0 Max Hart 2=798(load case 3) Max Uplift2=-1153(load case 4),7=-1153(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,25=-1739,34=-1287,4-5=-1075,5-6=-1288,6-7=-1739,7-8=30 BOT CHORD 2-12=1422,11-12=1420,10-11=1075,9-10=1420,7-9=1422 WEBS 3-12=146,3-11=-430,4-11=375,4-10=-1,5-10=375,6-10=-429,6-9=145 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 35 It by 65 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1153 Ib uplift at joint 2 and 1153 Ib uplift at joint 7. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4. CAR IN ,q STATE 0 Q, Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �C's�CORI�_`Pr+��� Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 D E This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free cop}/O.24120f�] ,,,� APPLICATION REVIEW 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 Application Number: 341 Date Routed: Thursday,May 16, 2002 j Project Name: Barden Fence Permit 50 17th Street ❑ Commercial ❑ Multi-Family ❑ Single-Family ®Other FENCE Departments Routed: ❑ Building ® Planning and Zoning ® Public Works ® utility ❑ Other Date Review Comments Due: Monday,May 20, 2002 Tr,eE MA•y 06- #4 wE(C.. 1.ItiE A)Aj^!/N 6 S'_Z 1_0-Z TH 2 a WEee yigI i Additional Information: Please enter any comments in the appropriate department folder. Applicant wishes to replace a chain link fence with a wooden fence in the exact same location. (Highlighted on survey.) Existing chain link fence is in a six-foot utility easement (three feet of which is on this lot). CITY OF ATLANTIC BEACH APPLICATION FOR FENCE PERMIT Owners �-� Y`►`�� ��'C�t�C Phone 6 5 (o l Address `— Lo Block and/or Unit# Subdivision Contractor if Different From Owner Valuation of Fence $ 0y O Corner or Interior Lot I n Type of Construction 1h + Attach Survey Showing location and height of fence as well as location of street(s). Owners Signature ' Contractors Signatu i. JAN F MAP SHOWING BOUNDARY 4 SURVEY OF.- LOT 6, BLOCK ©, OCEAN GROVE, UNIT NO. I, AS RECORDED IN PLAT BOOK 15, PAGE 82 OF THE CORRENT PUBLIC RECORDS OFDUVAL COUNTY, FLORIDA. , 90 �PPIclx >S ft prem as�('i --, ,.n W°y •:� v((:�- -cf-� CQ-- C,t�c� s Found �s'/mnRpe ? S.Cb' +:ii9� a � "� , (No Cbp) -�9-- e a s --d oe kna � round%i•/inn Piue,_ � ` _ (� - /[.B. `D 60 00 12 v I �1 a1 Q.: 0� 60 O � � � � EIS• � � w � G kjo ;o J '• . 4 l• � :'A,Y } 4 t aft' � i� �t` :. , r; � ',{, �r < iso , �1� 1•'e6y .t5 '• ED GJc Lk � . q, _ r2.4' J3 p 10'6hvn Lick FenCti ar To Linc R5OD i --'50.00. — D - Fwind 3/i%rv'�R pc Favnd ys%ronPpa I r G'U/i/�JyEoSeman/ByAbf ( (No cbo) l�o cop) 1 b I LDS . j NOTE . . NO BUILDING RESTRICTION LINE SHOWN ON PLAT, BUT . THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR RECORDED " INT�-{��ppBUC RECURDS OF THIS COUNTY THAT AREa + ' -N07" lVtN THIS SURVEY. • THIS PROPERTY LIES IN FLOOD ZONE ">(" BY FLOOD t41Al�8 .,;); '. :• IREVISED 4-(1-89 , COMMUNITY PANEL NO. 12oo75 o061 D § I REREBY CERTIFY T0: lel� .t( ,4EE✓�; c r.�roNi✓�,a��-�v -Z-4,W47 727,1 voF < `ocvy' -THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TO SECTION 472,027 FLORIDA STATUTES AND CHAPTER 61G17-6 D U R D C N LAND FLORIDA ADMINISTRATIVE CO SUR V l( ORS INC, PROFES ION�PU, &/VSE,R�R T LORIDA H.DATE. dULY 20, /994 POST OFFICE BOX 50670 r� 1 103 SOUTH THIRD STREET SCALE: JACKSONVILLE BEACH, FLORIDA 32250 (904) 249-7261 FAX.(904) 141--1252 TUIc CI IPI/FY MnT Val in I INI FCC TNIC PPINT IC FAARnC,u-rl .WITH TNF" SFAI nF TNF ,4Rnvr (�Ir_Nm f f CITY OF ATLANTIC BEACH APPLICATION FOR FENCE PERMIT Owners 11 � ►�'C{t�� Phone Address Lot Block and/or Unit# Subdivision Contractor if Different From Owner Valuation of Fence $ 000 Corner or Interior Lot Type of Construction 51h 61 l Attach Survey Showing location and height of fence as well as location of street(s). APPROU7'� C BOF ATLANTIC HCH UILDINGOFFICE MAY 2 4 2001 BY= Owners Signature Contractors Signatu Ax-4;J, R E V E D M Av Atlantic Beach card Zoning MAP SHOWING BOUNDARY SURVEY OF: LOT 6, BLOCK 8, OCEAN GROVE, UNIT NO. I, AS RECORDED IN PLAT BOOK 1�, PAGE 82 OF THE CORRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. -e fIc-t- -ta GtQ�oyc �S f't Qm 40 Pi6ar aF y .xj v� cA Er- Lo i- yy� (i(�c rl SZx{Li-� o� IAji�t Fau�o:+�o)Aa ?95GXJ' �V• D� �9' vy ea , ,� �4ChoiriLink D Erna ' %uB j'677 � lV �oI��t I" ; . P off'° :As APPLICATION REVIEW 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 Application Number: 341 Date Routed: Thursday, May 16, 2002 Project Name: Barden Fence Permit 50 17`h Street ❑ Commercial ❑ Multi-Family ❑ Single-Family ®Other FENCE Departments Routed: ❑ Building ® Planning and Zoning ® Public Works ® Utility ❑ Other Date Review Comments Due: Monday,May 20, 2002 Additional Information: Please enter any comments in the appropriate department folder. Applicant wishes to replace a chain link fence with a wooden fence in the exact same location. (Highlighted on survey.) Existing chain link fence is in a six-foot utility easement (three feet of which is on this lot). CITY OF ATLANTIC BEACH TP 'E REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 5 PM on the Friday ten (I u) days prior to the scheduled meetingin order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1 APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES ❑ NO ❑ NOT SURE 5. PROPERTY ZONING: ❑ RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAMETER MITIGATION INTERIOR EXTERIOR * Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height of six inches or more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging,paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE U, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applicant's Signature Date Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date TREE PROTECTION PROPERTY LINE PRIVATE PROTECTED � TREE0 ��j 20.00' DBJHF�6L ORMORE 7.50'— PRIVATE .50'PRIVATE I � PROTECTED I i TREE I I 10 PRIVATE PROTECTED TREE PROPERTY I cD LINE I � l0 p I DBH OF 20" OR MORE I � I Im0 I0 :2 PROPERTY � I (D B H OF 10- OR MORE IN LINE 0 I COMMERCIAL & INDUSTRIAL PRIVATE PROPERTY) 100, PR T EETED wI � I 7.50' -- - ---- ---�- ---- --- - - ----T _T_� PRIVATE PROTECTED TREE D B H OF 6" OR MORE 20.00' 0 PROPERTY 00LINE PROPERTY LINE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE D B H OF 6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D B H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT—OF—WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10 FOR COMMER— CIAL & INDUSTRIAL PROPERTY) J 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, DPARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED ,TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT—OF—WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. TREEPRO Jun 18 02 10: 18a Bivins Electric Company 9042490336 p• 2 BIVINS ELECTRIC COMPANY EC-0002917-1004 onei�)249-43oW49-2911-Fax(904)24'9-336 ACH.FL.32250 June 18,2002 City of Atlantic Beach Atlantic Beach,FL RE:Early Power Request This letter is a request for early power at 50 17th St.Jennifer Barden(Permit#22730).Bivins Electric Co.,Inc. is doing all electrical work,and is aware that we are responsible for any problems that may arise with the electrical portion of job. If you have any questions regarding this please call our office @(904)249-4308. Thank Sincerely. Raymond Bivins President EC-0002917 RECEPVED wail 1 a 9mr P.Ity of Atlantle Bear-h AWON 4'm ?.gniq V CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233- Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT Number: PERMIT#IFORMATION_ _ -- --- LOCATION INFORI111A'1"ION - – ;Permit 22730 Address: 50 SEVENTEENTH STREET __ Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Proposed Use: SINGLE FAMILY Range: Book: 15 Square Feet: ubdi i SBlock: 8 Section: Est. Value: Subdivision: 1 Improv. Cost: Parcel Number: . Date Issued: 9/25/2001 – NL INI=ORMATION _— Total Fees: 50.00 Name: ROBERT& JENNIFER BARDEN Address: 50 SEVENTEENTH STREET Amount Paid: 50.00 ATLANTIC BEACH, FL 32233 Date Paid: 9/25/2001 Phone: (904)246-5262 Work DeSC: NEW 200AMPS RESIQ. N SERCO S--- — BIVINS ELECTRIC CO. f N FEES } 1T o.oa ` » �• .>P�. r y��N W7Ma. i_x5 Yrt g�• x 3F _ 34.E :.,' +�' '8"•.. ,. .�,'r r',„ :�,'" .. •ins t c A. ROUGH ELECTRI T � , i[ �,. �c���, .. - � t•Y ,tea:' :k � •� .ek 3'., ���r.a � '.�'Y+ '�-�v'. �r.'v k a �'�„c .S` €•a. _ °�� -. '!$,�, Vit'_....5+i. S, VOR � � a�_ �F 4-. rd, �q-;• � *�•�?P* }� �-'f��g .j err r Y }r +y It NOTICE - INSI?ECTIOWa`dlW�T BE REQUESTED AT LEAST 24 HOES�?RIOR TO INSPECTION� + — - BUILDING MATERIAL, RUBBISH Ah DEBRIS FROM THIS,-WORK MUST NOT B CED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND kAULEd' Y BY EITHtk-toNTRACTOR O NER' "FAILURE TO COMPLY 'HT ( SAN RE,, JLT IN THE ti .. PROPERTY OWNER PAYING.. WICF. OR I '�� ISSUED ACCORDING TO APPROVED`PLAN s FOR VIOLATION OF APPLICABLE PROVISIONS JRMIT AND SUBJECT TO REVOCATION f��-�1 _ r,,,P 2 5 Zee ATLANTIC BEACH BUILDING DEPT. Date: 9/ /81 81 Receipt:1IA91 CHECKS ICK# Ul IT OF ATLANTIC dtAC;H, FLORIDA .."row"oY APPLICATION FOR ELECTRICAL PERMIT 2� l .,� ;-7 3 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: UWPORTANT NOTICE: I CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE 8 AGREE TO PERFORM SAID WOR ORDANCE WITH THE ATTACHED PLANS AND SPEC[FiCATIONS, RICH RE A PART HEREOF, AND IN' CORDAN E WITH THE E TRICAL REGULATION ODES AND Cl ATLA 1C BEACH ` OR A CES. � r OCL/ ECTRICAL FIRM: M ELECTRICf iGNATURE_ J66 1;ily7mAN NAME i'%�\P V AD KESS:LCr� 1� 5 �� _RFD BOX BLDG.SIZE BETWEEN: RES.I-< APT.( ) CcMM. ( ) PUBLIC ( ) INDUS.( ) NEW ( ) OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TF-MP. (J') SIGNS ( ) SC. FT. SERVICE. NEW(11 INCREASE( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( } ALUM. ( ) SWITCH OR BREAKER AMPS PH wi VOLT RACEWAY EXIST.SERV.SIZE AMPS I PH W I VOLT ! RACEWAY f FEEDERS NO. SIZE INC. SIZE NO. SIZE � I ,j LIGHTING OUTLETS I CONCEALED OPEN I I TOTAL RECEPTACLES CONCEALED! OPEN TOTAL r 0.30 AMPS. ]1•i Q0 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FLYER 1 0.100 AMPS. oven APPLIANCES BELL TRANSF. AIR H.P. RATING H.P.RATING I CONDITICNING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT:I KW-HEAT I I i I I I � 0-1 ors u MOTORS H.P. I VOLTAGE PHS NO. VOLTAGE PHS MISCFLLANECUs 1 1V Lk I TRANSFORMERS: I UNDER 600 V. I I I OVER 600 V. INO. KVA I ' NO. KVA NO.NEON TRANSF. NO. I VA. (MA. MOTOR SIZE SWITCH FLASHER- EACH SIGN I I FORWARDED S TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-58M-FAX: 247-5877 -PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24117 Address: 50 SEVENTEENTHSTREET ,, Permit Type: FENCE ATLANTIC BEACH, FL 32233 Class-of Work: NEW. Township: Range:', Book: 15 Proposed Use:. SINGLE FAMILY Lot(s)-6 Block: 8 Section: Squar9e Feet: Subdivision: Est. Value: Parcel Number: Improv.'Cost: 4,000.00 OWNER INFORMATION Date Issued: 5/21/2002 Name:' 'ROBERT&JENNIFER BARDEN. Total Fees: 10.00 Address: 50 SEVENTEENTH.STREET Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: . 5/2112002 Phone: 904 246-5262 Work Desc: ERECT"FENCE PER.PLANS CONTRACTOR S' APPLICATION FEES PROPERTY OWNER PERMIT 10.:00 ' K� -. j, .,s..� ,.w's c `s i,E'.•`�i5.flµs +y,•..r,r, -.tvT. �,at.��'7Et - - RN � `� � �y-''F _ '" ���9k.w 5F�ixm.'� a•"-P=P�e3 �`���. �L''!�S�'` 2 moi.•,: � '- 'icon''•'" . �'"`'„+1�,.,•- 3 e,_,�.-�.�.''_��•,�"^r�.'���. �.. '- ��� -', '��� . ,, NOTI > ION ..p$-tc. ze+c.,ter c y` ,i`""Y"r _s,..>> .. y _ ''"'t�'�. � --o- _� z r SPACE,AND . . ' BUILDING MATE THIS WOF2ff :; _ . MUST BE CLEAR -Y EIT �ON-RA " _ ,a m _ �R "FAILURE TOC E PROPERTY OWN . ` - - ISSUED ACCORDING Ty ` �t � �P >. ECT TO REVOCATION FOR VIOLATION OF AP"Lt D2172 Type: OC Drayer' 1. 5MI*2 61 14 PM73-31ILDI Gid no: $10.0 ATLANTIC BEACH UILDING DEPT. So 17TI ST (I cam 1918 sle.ee ht% t j*i b/tI Tire: 16:51:39 ��� �; �; ,, I' �'` i, ': i' J 'I !{ i I �. ', -. i3 �f pi :i ' I' tr i 't j4' r to . CITY OF ATLANTIC BEACH APPLICATION FOR FENCE PERMIT Owners JYy1t`C ► %C � Phone b 3( (� Address -� Lot Block and/orUnit# 1 Subdivision Contractor if Different From Owner Valuation of Fence $ y,vCU Corner or Interior Lot_ 1 n �( Type of Construction Attach Survey Showing location and height of fence as well as location of street(s). G 5 Owners Signature 0 1 Contractors Signatuj��) MAP SHOWING BOUNDARY�I SURVEY OF: LOT 6, BLOCK 6, OCEAN GROVE, UNIT NO. I, AS RECORDED IN PLAT BOOK 15, PAGE 62 OF THE CORRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. c#ri4 40 t t r�. v��2- •-Cel', Com. c...��L s +U,�, ct u , (No Cbp) •�V• O lia 0 36 72) # D.l Zx hoiiiLink •,feundlr"/inn Pine. - 51 IQ II 1 �3 1 c I?h2 Jt l lip -b I 1. ,aW 4_ 4�5 I', X1,4,} z':• y.L'�'' 'ri.++ y/ ate, # 'f'; tlyf's'�P' 4 V l . r:� � 4!/.ninGnkFcrxe �.`•t i 3 �.: i� _ _ _ _ �Z.e' J9' a, 4'621nLink Fence _ _ s+r Find r%wr Ppc � bund i/I%�R pe L'Ufi/�lyEoseirxn!ByL3b/ I lop) No Cbp) (No n, Lo� 4Y1niFere 11 ��� Lo I Lg��` g 0 NOTE NO BUILDING RESTRICTION LINE SHOWN ON PLAT,BUT «, z; j�•��,r ti • THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT t ' r. "` _:••*t�°��" AFFECT THIS PROPERTY BY ZONING OR RECORDED IN UBLIC RECORDS OF THIS COUNTY THAW 4AE y a#, + } -NO' THI5 SURVEY, 6 'lr u. y • THIS PROPERTY LIES IN FLOOD ZONE"K"BY FLOODS MAWS I REVISED 4-t-7-8-9 , COMMUNITY PANEL N0, 17oo7s cool v CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 50 SEVENTEENTH STREET Owner: ROBERT & JENNIFER BARDEN ATLANTIC BEACH, FL 32233 50 SEVENTEENTH STREET ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22441 Date: 6/24/2002 � Post in a conspicuous space DON C. FO&C. CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 50 SEVENTEENTH STREET Owner: ROBERT & JENNIFER BARDEN ATLANTIC BEACH, FL 32233 50 SEVENTEENTH STREET ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22441 Date: 6/24/2002 DON C. FO D, C.B.0. Post in a conspicuous space BUILDING, PL4 NNING,4 ND ZONING INSPECTION DEPAR T,-VENT CITY 0FATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: (.DIZSI0-2-- Building Contractor: Building Permit Number: 2.-.L" Address : Description: t:�-�- (� f3) e P( g2 00-� C�ro1T.J Improvements to the above described prcpert :_ ,-.. ,.,; Y ..-ve been completed in accordance with the terms of the pe=it and is certified ready for occupancy as to be Lowest Floor Elevation : �f required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works C2— �_��UZ77,A4-j Fianr.ing G '2 S-UZ Building ('� 2 Z -0 2- FLOODPLAIN DEVELOPMENT INFORMATION Location:: Q-+I �C Be &a0)N f Type of Development: i QS JAA4,pk 6;r) Flood Zone: FIQ" I?ZOO75 OUCH 4 D 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. COMMENTS: 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 � Applicant's Signature Department Use: Required Lowest Floor Elevation d As Built Lowest Floor Elevation Survey Filed with Building Department t/ Building Department Represe tative Harris, Patricia Subject: FW: 50 17th Street -----Original Message----- From: Nodine, Phil Sent: Monday,June 24, 2002 10:06 AM To: Harris,Patricia; Deming,James Subject: RE: 50 17th Street z Z4 kle C -----Original Message----- From: Harris, Patricia Sent: Friday,June 21, 2002 9:18 AM To: Deming,James Cc: Nodine,Phil Subject: 50 17th Street Please do a drainage inspection at this address if and when possible. Thanks guys and have a good weekend. 1 2 s 1 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 2475877 --- -- PERMIT INFORMATION _ LOCATION INFORMATION Permit Number: 23397 Address: 50 SEVENTEENTH STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: 15 Proposed Use: SINGLE FAMILY Lot(s):6 Block: 8 Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 1/30/2002 Name: ROBERT &JENNIFER BARDEN Total Fees: 69.00 Address: 50 SEVENTEENTH STREET Amount Paid: 69.00 ATLANTIC BEACH, FL 32233 Date Paid: 1/30/2002 (904)246-5262 _ ! Work Desc: INSTALL HVAC CONTRACTORS ». (CATION FEES i COMFORT CONTROL IT 69.00 . .s 47 . r, per . Z. �- - 11 ` A, � �► F - ryMS NOTICE T UST BE REQUF�TEL .�T LEAST 24 HOURS RSR TO IN'ECTION BUILDING MATERIAL, J$$ H_'A� EBRIS FROM TFILS W R_K MUST NOT LACED 1 PUBLIC SPACE, AND MUST BE CLEARED NER 1 "FAILURE TO COMPLY C_ �1 R LT IN THE PROPERTY OWNER PAY! — - - — z w - ISSUED ACCORDING TO APPROVED PL RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS ATLANTIC BEACH BUILDING DEPT. Date: 1/31!82 81 Receipt: N38908 14 CHECKS 1418 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC such.Ft-01110A 3!x33 APPLICATION FOR MECHANICAL PERMIT CALL•{N NUMBER IMPORTANT—Applicant to complete all items in sections I. 11, III, and IV. LOCATIONSn.d Addr.al S O 17T/ J e,4 L OF Idv..Ilnq Sln.ht 1.h...w 4w// WILDING �° I Awd .-S SYl•dLiJ•w 11. IDENTIFICATION —To be completed by all applicants. In cet•Id.r•/i.n (p.rmil qi..n IN d.:nq Ih. ..wk •. d.,cr:6.d I Ih. .6—. ,LL...nl -ilk d 'i,cli . glen• •.. ,p.ciflulfon, .h:ch • pert hu.ol •.d in •<cord.wc• .Bh Ih.Cly of J.c6on.:U• wdG.nc<. end<�•nd.rd. of q.od.pncdc• tided Ihu•in. C•.Muly (f'rGfJ (J O;'�/-a� / /+ C.wfr•d.n ,/J ►,.petty O.n.r -r"Y� /i� CI,P N ArIhN1oJ Aq.nl S{,n•lrn el Ardil.af •r Exglw.0 IIL GENERAL INFORMAnON A. Type of 6.11.1 h.l: a Bechic 13 OTHER CONSTRUCTIONSelma dome ON THIS 7UILOING OK SITE7 Ve • ❑ c..—C3. Lt CIN.hnl C3C•nlyd U}g11y ❑ ON IF YESC yp1f6R��CpNSTRU CTiON (3 0th.,—Spe<lfy p"Z IV. MRQIANIGL AQUl1MINT TO Alf INSTALL10 NATURE OF WORK (Trerid.esmplefe Ild of�ompo...eh e.6.d.1 tthi,fen.., X Residential or ❑ Commercial Heel ❑ Sp-" ❑ S.ewwJ 1• c—h.'l Row ;r New Building R( IUr C.eJrllawleq; ❑ Laem C..t,4 /2 ❑ Exleung Building . Syd ° hleleri. ki ❑ Replscament of existing system Mu{mww esp.dty, GUI.we 0Ci-k of New Installation(No system WavlOusly Inslalledl ❑ Lefr1,..IeN.. ❑ Ealen•ion or add-on to exlsling system Q. Ceellw, te.•r: C.p.dt, qhs► ❑ Other—Specify ❑Q HRww•h.prriwll.Qn, NMr•mnlil.hr 1 h..JE•.<.I•Nl.r (nre,l.r, IS &ONLTC3Q• ierL.. THIS ORICJ1 US . b ❑.•T.e�� (eewl«J (L.�I..JJ (� C3 LM It..e..+. L 1/ (wrmb«) bUe14eJ p,e.srrs-ss Q lettere P.m.1 Apple..) a Get. ❑ 01Asr—•Spwdly UBT ALL JCQV2p,.tENT AM C()HDM0MNG AND SZ.MGERATION pQUWMENT • Nuanber TTelta DeearlptJoa Yodel NUmAer Xanurtaetunr J I If -,,a Jj�ef It .r• MAMING -FURNACES, loll j:Rq, pMjnA@t Gp�t�. �ypty. Mus .e ser Unite Deriptlan X"el Nun Der Yesutaatur.r (�SZ77 .1 = �./&O Q �✓ 5 t5 TANSS New l[aa7 o Co t Lnod lY.ms of serial Appro�.feLed <i 34=M12etm.r No. �lLea�7 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. 23939 Address: 50 SEVENTEENTH STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: POOL Township: Range: Book: 15 Proposed Use: SINGLE FAMILY Lot(s):6 Block: 8 Section: Square Feet: Subdivision: Est. Value: _Parcel Number: _ Improv. Cost: _ _OWNER INFORMATION Date Issued: 4/24/2002 Name: ROBERT&JENNIFER BARDEN Total Fees: 35.00 Address: 50 SEVENTEENTH STREET Amount Paid: 35.00 ATLANTIC BEACH, FL 32233 Date Paid: 4/24/2002 Phone: (904)24675262 Work Desc: WIRE FOR SWIMMING POOL CONTRACTO S APPLICATION FEES ALLIANCE ELECTRIC h = 35.00 � "Y z✓ � - �' ate` ��� � � .ate= '•?•--. -'+...L.a'. >.. - Yom+' �- ,t--.. _'c�_�'"��..i'� .�"4.�-i==^` �� _ Mir NOTICE- I PECTION BUILDING MATERIAL, r � LIC SPACE,AND MUST BE CLEAREDM. Y's"' � "FAILURE TO COMP LX_ _ - IN THE PROPERTY ISSUED ACCORDING TO APPRO t _ ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR � O r. DSMITH Type: OC Drawer- Date: 4/24/82 81 Receipt no: 5288 14 PERMITS-BUILDING 1 $35.88 ATLANTIC BEACH BUILDING T. 50 17TH ST __ __ CK COCKS.. _ 2385 Trans date: 4/24/82 Time: 11:55:22 _ CITY OF ATLANTIC BEACH, FLORIDA ApOw.-a�► APPLIUTION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 C?/ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, COD S AND CITY OF ATLANTIC BEACH ORDINANCES. • GG�,9yri�F ��L7�i� l� ELECTRICAL FIRM: ASTE ELECTRICIAN SIGNATURE NAME I�li�/�, ADDRESS: -� I RFD BOX BLDG.SIZE BETWEEN: RES.( ) APT. I ) COMM.( ) PUBLIC ( ) INDUS.( ) NEW ( 1 OLD ( ) REW.( ) ADDITION ( ) TRAILER ( ) TEMP.( 1 SIGNS ( ) SCI. FT. SERVICE: NEW( ) INCREASE( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( 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 O.]O AMP$. ]1.t00 AMPS. 5 W ITCH ES INCANDESCENT FLUORESCENT&M_V. FIXED 0.100 AM". OVER APPLIANCESI i I BELL TRANSF. AIR N.P. RATING H.P.RATING ' CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT at OVix MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS. UNDER 600 V. OVER 600 V. NO. I KVA I I NO. KVA NO.NEON TRANSF, NO. VA. MA. I MOTOR SIZE SWITCH FLASHER' EACH SIGN FORWARDED i DEPARTMENT OF BUILUIINU 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 LOCATIOI< ORVIATION PERNfIT INFORMATION Address: 50 SEVENTEENTH STREET Permit Number: 22762 ATLANTIC BEACH, FL 32233 Permit Type: SWIMMING POOL Township: Range: Book: 15 Class of Work: NEW Lot(s):6 Block: 8 Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: Parcel Number: Est. Value: -— pWNER INFORMATION__ _—� Improv. Cost: 14,000.00 Name: ROBERT &JENNIFER BARDEN Date Issued: 10/02/2001 Total Fees: 120.00 Address: 50 SEVENTEENTH STREET Amount Paid: 120.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/02/2001 ----Phone: (904)246-5262 Work Desc: SWIMMING POOL -, �- �' APPLICATION FEES T — CONTRACTOR S 120.00 SURFSIDE POOLS _ >PERMIT »rt'zCom' #. - Y� X. r at ;, 'mwe,y t,n ''.ka"€� `hq< a " •. w ti�"' �`ax `i:a "'' ,y k A IF NN In ectioRs Requ red 3.q BtI NG STEEL _ Ml� �� � �4 F s� c frW. k r Omsk- 14 NOTICE- INSPEGT:PE3NS ST BE REQUESTED AT-LEAST 24 HOURS PRI 'I'!�INSE CTION BUILDING MATERIAL1.RUBII [� DE$R1S FROM THIS WORK MUST NOT BE PLACI=QN PJBLIC SPACE, AND MUST BE CLEARED UF;AND ilAt #�A11V1kY 81(EITHER,C01NTf�ACTOR OR OV�INER - "FAILURE TO COMP 511 #T ON Y AN y IN THE fis" s PROPERTY OWNER PA rl --- - AND SUBJECT TO REVOCATION ISSUED ACCORDING TO APPROVM PLLS M FOR VIOLATION OF APPLICABLE PRO J/A AJLANTIC BEACH ILDING DEPT. Date: 18/85/81 81 Receipt: 8881167 -- - - CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - el: 247-5826 - Fax: 247-5877 - PLUMBING PERMIT _ —----- - LOCATION INFOR_----- PERMIT_INFORNI}I►TION ________ __--- - Address: 50 SEVENTEENTH STREE Permit Number. 22790 ATLANTIC BEACH, FL 32233 Permit Type: PLUMBING Township: Range: Book: 15 Class of Work: NEW 1 Lot(s):6 Block: 8 Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: Parcel Number: - -- - Est. Value: OWNER INFt}R AM TION - Improv. Cost: 5/2001 Name: ROBERT & JENNIFER BARDEN Date Issued: 10/0 99 00 Address: 50 SEVENTEENTH STREET Total Fees: 00 ATLANTIC BEACH, FL 32233 99 Amount Paid: Phone: (904)246-5262 _ Date Paid: 10/05/2001x s� Wrk Desc: INSTALL PLUMBING IN NEW.ki o PPLICATION FEES—_—___--§970. CONTRACTORS PERfIIT 99.00 I ASHLEY PLUMBING COMPANY INS , a. u -nfl - .a'4 O v jlk ok L t 1�eq�' d - -TiPaUT "4"­ ER ` RL ,MBING UNDER SLAB x "t r � FINALpi g T¢ati ;� g, ",i 4i ^" ll `.:?, i _ 7 Ie j r tg TBE REQUESTED AT LEAST 24-HO, , P OR TC INSPECTION NOTICE - INSPECQ - t ' WORK MUST4fi BE P ED IN PUBLIC BUILDING MATER1At #.i$$ISH DEBRIS FRSJATI SPACE, AND MUST BE LR N� {��-ED-AAY 13Y EIT C4I�tTI?k R OR OWNER Y ISS a4�1 REt LT IN THE "FAILURE TO COMPLY PROPERTY YIN - -- PERMIT AND SUBJECT TO REVOCATION ' `A PTC�?��-�'t`�u. ISSUED ACCORDING TO APPROVED PLAN ., FOR VIOLATION OF APPLICABLE PROVISIONS OF LA [-ATLANTIC Date: 18/85/91 91 Receipt: 0981164 BEACH BUILDING DEPT. CHEL8883221889 — 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: 22739 Address: 50 SEVENTEENTH STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: 15 Proposed Use: SINGLE FAMILY Lot(s):6 Block: 8 Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 9/26/2001 Name: ROBERT &JENNIFER GARDEN Total Fees: 25.00 Address: 50 SEVENTEENTH STREET Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 9/26/2001 Phone: (904)246-5262 Work Desc: TEMPORARY POLE PERMIT_ A1fAPVICE APPLICATION FEES CONTRACTOR S 25.00 BIVINS ELECTRIC CO. ;PERMIT r k ' M S . F: � FINAL ELECT f y="f" �'. �- 101 TO INSPECTION NOTICE- INSPECTIONS MUT BE# QUE.SD AT: s — BUILDING MATERIALS RLBIrH AID DEE3ftiS f#tMIQ27 LS�Nfl1UST NQT ED IN PUBLIC SPACE, AND MUST BE CLEARED A -AWAY BY t THEF2�CON�RACTOR OR I "FAILURE TO COMPLIlt# .,,E .: ©tV LtN' 1S T IN THE PROPERTY OWNER PA TS" ` AND SUBJECT TO REVOCATION ISSUED ACCORDING TO APPROV P FOR VIOLATION OF APPLICABLE PROVE S.,.... I $25.0814 Date: 9/26/81 61 Receipt: 8892325 ATLANTIC BEACH BUILDING DEPT. CHECKS 1888