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1034 Stocks St (vault) JOB ADDRESS I d 1 L S TYPE WOR% �- PROPERTY OWNER TELEPBoNE e©NTRAcroR CO h ( TELEMONEI -1 0 7 PERMIT rER DATE Q l INSPECTIONS. FOOTING a-4B TLE BEAM LRVTEL 1vA17[.I1vG/SEZ41 ING FRAAIVTCjVCOVER UP �";t 11VI.TION I o FWAL BUILDING CERTIFICATE OF OCCUPANCY F.LEcnuc, L Pmzmm INSPECTIONS ROUGE r FINAL 3MMANICAL PERMIT# D 13 INSPECTLONS ROUGE FINAL PLUMMING PERMIT# (49 K7 l INSPECTLONS ROUGS/UNDER M..4B TOPODT b WATER/SEWER - g Jv'}- NOTES• i 103y t iO y y 105y 0 -)yt /O 9tf MINUTES OF TREE CONSERVATION BOARD September 17, 2001 A regular meeting of the Tree Conservation Board was held Monday, September 17, 2001, in the City Hall Commission Chambers. Present were Richard Bell, Judith Jacobson, Carol Rockwood, Building Official Don Ford and Susan Dunham. 1. Call to Order The meeting was called to order at 7:40 p.m. 2. Recognition of Visitors None. 3. Approval of Minutes of Meeting of August 20, 2001 A motion was made by Board Member Jacobson, seconded by Board Member Bell and unanimously carried to approve the Minutes of the Tree Conservation Board Meeting of August 20, 2001. 4.A. Old Business/Tree Removal Applications None. S.A. New Business/Tree Removal Applications: 1. Lots 1 through 6, Block 186, Section H: Mr. Kevin Bennett introduced himself and distributed new site plans to the Board members. • Lot 1: Board Member Jacobson advised that the 9"oak in the northwest corner is a twin oak measuring 13.5"and 4.5". The Board determined that the applicant is removing 20"of protected pine and there is 3"of oak available on site for mitigation. Board Member Jacobson advised the applicant to barricade all trees to be left on site. • Lot 2: Board Member Jacobson advised the applicant to confirm that the trees are marked correctly prior to clearing. The Board determined that there are no protected trees being removed from this lot. • Lot 3: The Board determined that 8"of oak is being removed and the applicant stated he would protect the 4.5"oak in the southwest corner of the lot. • Lot 4: Board Member Jacobson stated that the 3.5"oak in the southeast comer of the lot is a double oak totaling 7.75". The Board determined that the applicant is removing 7.75"of oak. The applicant stated that he would protect the 4.5"oak in the northwest corner of the lot. • Lot 5: Board Member Jacobson stated that the 19"pine is a 21.25"pine. The Board determined that the applicant is removing 21.25"of pine. The applicant stated that he would protect a 4.5" oak, a 4"oak and a 3"oak. • Lot 6: The Board determined that no protected trees are to be removed. A motion was made by Board Member Jacobson,seconded by Board Member Bell and unanimously carried to approve the application and direct Building Official Ford to issue a permit for the removal of 20" of protected pine on Lot 1 to be mitigated with 3" of oak on Lot 1 plus 9" of oak on Lot 2. There are no protected trees being removed from Lot 2. A motion was made by Board Member Jacobson, seconded by Board Member Bell and unanimously carried to approve the application and direct Building Official Ford to issue a permit for the removal of 8" of oak on Lot 3 to be mitigated with 4.5" of oak to be protected on site. Minutes of Tree Conservation Board September 17, 2001 Page 2 A motion was made by Board Member Jacobson, seconded by Board Member Rockwood and unanimously carried to approve the application and direct Building Official Ford to issue a permit for the removal of 7.75" of oak on Lot 4 to be mitigated with 4.5" of oak to be protected on site. A motion was made by Board Member Jacobson, seconded by Board Member Rockwood and unanimously carried to approve the application and direct Building Official Ford to issue a permit for the removal of 21.25" of pine on Lot 5 to be mitigated with 11.5" of oak to be protected on site. 2. Lots 26 and 27, according to the plat of"Ocean Grove—Unit 2": Building Official Ford stated that Jay Devine called to advise that he was not able to attend the meeting. Building Official Ford stated that the applicant would need to work with Public Works with regard to the two 14"palms proposed for removal from the City right-of-way. The Board discussed their role with regard to trees being removed from public property. The Board determined that Building Official Ford would contact City Attorney Alan Jensen for a determination. A motion was made by Board Member Jacobson, seconded by Board Member Rockwood and unanimously carried to approve the application and direct Building Official Ford to issue a permit for the removal of 11" of protected pine to be mitigated with 6" of River Birch to be planted on site. 3. Review City plans to remove trees on Lots 1 through 6, Block 59,Atlantic Estates: Building Official Ford stated that Parks and Recreation is initiating this request for the purpose of a practice/soccer field. He further stated that Parks and Recreation would like the Board's advice with regard to what type of trees to plant on the property. Building Official Ford further advised that four pines are being removed and there is no building area. The Board recommended that 3" or 4" oaks be planted every 30 feet around the perimeter of the park to provide shade for spectators. The Board also suggested loblolly bays as an alternative to oak trees. 6. Reports and Announcements: Don requested that each Board member e-mail him with specific questions that they would like to ask City Attorney Alan Jensen relating to the Tree Board's role with regard to the removal of trees on City rights-of-way. Board Member Jacobson requested that Board Member Bell contact Barbara Mears to find out if she would be continuing as a Tree Conservation Board member. The Board agreed that an election would be held at the next meeting to determine the new chairperson. 7. Adiournment: There being no other business or discussion,the meeting was adjourned at 8:55 p.m. Richa d e I RFC , 111FD CITY OF ATLANTIC BEACH cec 2UU1 TREE REINIOV AL APPLICATION City of Atlantic Beach i i;¢in and tonin All applications must submitted with seven (7) copies and received by 5 PM on Wain' en (10) days prior to the scheduled meeting n order to be placed on theagenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. C-Z— 3 zz-n 96 V-7 4 07 7 APPLICANT NAME ADDRESS TELEPHONE ADDRESS OR LEGAL DESCRiPTION OF TREE REMOVAL SITE r /� 3. REASON FOR PROPOSED TREE REMOVAL: 't>J(M sN, o 4. HAS THIS SITE BEEN '11-0 THE TREE BOARD BE ORE? ❑ NOT SURE 5. PROPERTY ZONING: M"RESIDENTIAL ❑ C C 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** �t1 &07= ^T - 3 �Z-3lz ' '' 9 -OA VS Ex L017-2- MZ=6A727-1JU Z-C A s rc: T' C_Cli-3 eS 62 —T— * 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. CITY OF ATLANTIC BEACH j TREE REMOVAL APPLICATION i All annlicatlons must submitted with seven (7) copies and received by 5 PM on Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda_ * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED, v APPLICANT NAME ADD SS TELEPHONE �� 1 ' 06, SEC -14 5�G� �S ADDRESS OR LE AL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: _ /Uo'/o Xkyx/o g 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES 1! NO ❑ NOT SURE 5. PROPERTY ZONING: Q RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** -L07TS 7-3 '/-3'Iz', 241" U�)T � 7-�ejA- -�Z2Z -7#-- 6a� * 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. 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. 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 h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 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 Number or Address. 9. * INICOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applic is Signature Date wmer's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date MAP SHOWING A PARTIAL TREE SURVEY OF LOT n1 BLOCK 186 ACCORDING TO THE PLAT OF p� SECTC®IRI "W" A �l+LANTEC ACEI AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. WEST PLAZA N (50' R/W — NOT PHYSICALLY OPEN II APPROXIMATE TOP OF BANK 20'+ OPEN DITCH 102' (R) 3'± 101.70' (M) 3-f APPROXIMATE TOP OF BANK a 1/2"REBAR 6'p, ,1,R ASSOC.SUR. 1/2"REBAR d,ti0 B.5488 ASSOC.SUR. ® L.B.5488 OAK CHINESE 13" 3" TALLOW 0®K OAK �<4 W-1 ®® OAK 7" OAK ® OAK 00 VAGANr aoo 7- nor 3- OAK " 3" OAK 3 6" 07" OAK 0VX2 AK OAK OAK OAK � OAK 4-1/2"OA _ ® OAK 3 1/2" U ® C) - 4-1/2" LOT 1 )� OAK v 9" PINE OAK OAK 4-��( PINE OAK O O 1/2., ® \ O cp h CAP UNREADABLE 56 "94 1/2"REBAR ASSOC.SUR. 07 0 21" m 0 3" L.B.5488 PINE OAK N 101.91' (M) 102' (R) LOT 2 rnlo a; r to in NOTE: TREE LOCATIONS HEREON, MEET AND EXCEED REQUIREMENTS BY ATLANTIC :f1FACH. 102.20' (M) 101.69 (M) 102' (R) — 0— — . — — — — 102' (R) — 712" 3/4" WES T 9th S TREET X50' RIGHT—Of--WAY) v E Y p GENERAL NOTES, R 1. ANGLES ARE SHOWN FOR THIS SURVEY. S 2.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE SAS BEST co ASSOCIATED SURVEYORS INC. DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO 1 DATED04-17-19199.FOOTINGS, O— INGS, 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, o PIPES AND UTILITIES, IF ANY, NOT DETERMINED. w LAND & ENGINEERING SURVEYS 4,JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE 904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. J r) 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. 0 S S V 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A CERTIFICATE OF AUTHORIZATION NO. LB 0005488 FLORIDA LICENSED SURVEYOR AND MAPPER. I HEREBY CERTIFY THIS 'SURVEY WAS DONE UNDER MY LEGEND/AMBREVIATIONS DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT 1"0 CHAPTER -ASSOC.SURVEY" OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD 61G17— F IDA A MINISTRATI CODE F.S. FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND Cl 7=F IDA APMINIST 7TI CODgEUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE BY: CHT X CROSS CUT OR DRILL HOLE C/L = CENTER LINE R/W= RIGHT OF WAY (R) =RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE CHARLES B. HATCHER FLORIDA CE IFICATE N0. 71 R =RADIUS L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE CHARLES L. STARLING FLORIDA C TIFICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER 49,= UTILITY POLE tRAYMOND J. SCHAEFER FLORIDA CE�TIFICATE NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT —+= GUY ANCHOR PERMANENT REFERENCE MONUMETdT -O.U.—OVER HEAD UTILITIES . 28002—T1 DATE OB-08-2001 B.R.L. =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE E.T. =ELECTRIC TRANSFORMER & PAD WJW WIRE FENCE E.B.= ELECTRIC BOX 1" = 20' DRAFTER Z J,E A, =JACKSONVILLE ELECTRIC AUIHORfI`1 lo—El WOOD FENCE BTN. = BETWEEN MAP SHOWING A PARTIAL TREE SURVEY OF LOT 2 BLOCK 186 ACCORDING TO THE PLAT OF SECTEON "H" ATLANTEC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. 0 Lo N I I 102' (R) 1/2" CAP 112 REBAR UNREADABLE ASSOC.SUR. L.B.5488 W� 21" 4Z SS ®PINE ®OAK d06� 9 Y ®5" Y 3' y OAK 3 OAK® AK O 3" 6 I cV 6, ®AK�AK 4, 4-1/2" N 3" 3' U OAK 3' OAK 6" OAK 3-1/2 O�A,�Kl 16 OAK 0 8• OAK ®® ®OAK 4" '�OAK U 4.9�"1� E g O w OAK 7" ®7• OAK O OAK J� 8 `� OAK L.B.3857 7" 7-1/2' OAK V A C A N T OAK \ pV O 3-1/2- O®K6-192'�07-1/2 L 0 7 5" OAK b O� OAK O OAK 6-1/2' O 4-1/2 ® OAK � 1 ® 3-1/2" 17" OAK 0 05" 4-1/2" L.B." `r OAK 3" 18" 4" OAK 4`�S.PO :2 y OAKOAK OAK 0 PINE 8 OAK 1/27REBAR ASSOC.SUR. J ® J 712' 4-1/2® 3-1/2"PINE OAK OAK 101.89' (M) ~om 102' (R) om a v c lb NOTE: TREE LOCATIONS HEREON, MEET AND EXCEED o2 LO REQUIREMENTS BY ATLANTIC BEACH. Lo 102.20' (M) 101.69' (M) ll�102 (R) 102' (R) — 1/2„ 3/4.. WEST 9th STREET (50' RIGHT—OF--WA�) v E Y 0 GENERAL NOTESe R 1. ANGLES ARE SHOWN FOR THIS SURVEY. J S 2.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE SAS BEST ASSOCIATED SURVEYORS INC„ DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL No---!— DATEUND FOOTINGS,, 3.THI5 IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, Q PIPES AND UTILITIES, IF ANY, NOT DETERMINED. w LAND k ENGINEERING SURVEYS 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. Q s JACKSONVILLE, FLORIDA 32210 5'THIS SURVEY WAS BASED ON PUBLIC RECORDS WERE NOT SEARCHED AY THIS DESCRIPTIONSFURNISHED FOORNIEASEMENASD �E �' COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL L) 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. O 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A S S V CERTIFICATE OF AUTHORIZATION NO. LB 0005488 FLORIDA LICENSED SURVEYOR AND MAPPER. HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGEND/ANREVIATIONA DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C.= POINT OF CURVE COWED = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY' OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD 61 G17— �RIDADMINIST ON CO E, AP 2, F.S. 0 FOUND IRON PIN OR PIPE (IP P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M� P.C.C. = POINT OF COMPOUND CURVE BY: X CROSS CUT OR DRILL HOLE C/L = CENTER UNE R/W= RIGHT OF WAY (R) =RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE CHARLES B. ER FLORIDA C TIFICATE N 771 R -RADIUS L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE CHARLES L. STARLING FLORIDA 5tRTIFICATE NO. 4579 O.R.B.=OMCIAL RECORD BOOK ® =WATER METER -9.= UTIL" POLE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EOUIPMENT -+= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-=OVER HEAD UTILITIES . 28002—T2 DATE 08-08-2001 B.R.L. -BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE E.T. =ELECTRIC TRANSFORMER k PAD W—W WIRE FENCE E.B.= ELECTRIC BOX EJ2 1" = 20' DRAFTER 7,1=7,1= J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY 0-0 WOOD FENCE ETN. - BETWEEN N MAP SHOWING A PARTIAL TREE SURVEY OF LOT 3 BLOCK 186 ACCORDING TO THE PLAT OF SECTION ""W"" ATLANTIC REACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. CD N I I ed N N 102' (R) F a�0 l9 101.89' (M) O _ I-- 00 -� O 1/2" 3-1/2" 18" OAK 3" PINE OAK® 4-1/2� 1/2"REBAR da OAK OAK ASSOC.SUR. �'�p, 4-1/2" ® 17" OAK •53„ L.B.5488 OAK® 3-1/2" PINE 3-1/2' 4' 90 0®OAK a OtK 3-1/2" OAKS Y y V 1i G h N T 3" 9 OAK 4• OAK ® OAK 6. Z 1/2" /-07- 4" 5-1/2" ®" 3" OAK \Q\ "CORP. 8' 6' -1 2' OAK® OAK OAK OAK S ASSOCS." 6-1 2 10AK OA OAK 1 f \~y J � 70®K 5 OAK OAK ® 3"� O D'K AKO ' ® OAK 0.2 3-1/2" 7, OAK OAK 3'9 9 1 OAK 7-1/27 ® 4_1 OAK OAK OAK OAK OAK OAK OAK O I U-6-1/2 3"�3- 4 OA/K " OAK O OAK OAK m 16"0 Ate. 0.4' N 9PINE ��� 1/2"REBAR JA SSOC.SUR. O 4-1/2--1 L.B.5488 1/2" OAK �^ -t 101.61' (M) � m 102' 00 O al 0 � .n ,p d NOTE: TREE LOCATIONS HEREON, MEET AND EXCEED aI REQUIREMENTS BY ATLANTIC BEACH. 102.20' (M) 101.69' (M) 102 (R) 102' (R) 1/2.. 3/4.. WEST 9th STREET X50' RICHT-Of--WAY) E Y 0 GENERAL NOTES, Q 1. ANGLES ARE SHOWN FOR THIS SURVEY. J s 2.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE SAS BEST ASSOCIATED SURVEYORS INC. DETERMINED FROM E SUR. FLOOD MAPS PANEL NO---!-- DATOUND FOOTINGS,, 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. w4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE S 904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. J ^ 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. O 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A S S V 'CERTIFICATE OF AUTHORIZATION NO. LB 0005488 FLORIDA LICENSED SURVEYOR AND MAPPER. HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGENAD/AEOREVIATIONA DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY' OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD 61G1:MORID ADMINIST TION P EIT' 2, F.S. 0 FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M. P.C.C. = POINT OF COMPOUND CURVE X CROSS CUT OR DRILL HOLE C/L = CENTER UNE R/W= RIGHT OF WAY BY: (R) =RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE CHARLES B. HATCHER FLORIIFICATE NO. 3771 R =RADIus L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE CHARLES L. STARLING FLORITIFICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK =WATER METER �A= UTILITY POLERAYMOND J. SCHAEFER FLORITIFICATE NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EO. =POOL EQUIPMENT -►= cl1Y ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-=OVER HEAD UTILITIES 08-2001 B.R.L. =BUILDINGRESTRICTION rI" FENCE EJOB NO. 28002-T3 DATE 08- E.T. ELECTRIC TRANSFORMER &- W WIRE FENCE E.B. ELECTRIC BOX SCALE: 1" = 20' DRAFTER 9 M J.E.A. =JACKSONVILLE ELECTRIC AUTHORED' D—D WOOD FENCE BTN. - BETWEEN MAP SHOWING A PARTIAL TREE SURVEY OF LOT 4 BLOCK 186 ACCORDING TO THE PLAT OF �ECTCON ��W" ATLA TQC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. 0 N II r� r7 Lr, LD10,9' (R) I- a0 F o0 101.61' (M) O O J J 1/2 0.4' 1/2"REBAR ° ASSOC.SUR. cP 4-1/2" L.B.5488 sem_ OAK m � 1/2" 0., 44" 3-1/2" g� L.8.3857 OAK 3„ OAK �" OAK 4' OAK CHERRY 9 OV I� S f �o F OAKV A C,;j N 7 OAK o5, o� L- r0 0 3" 4. 3" 4-1/2" OAK OAK OAK OAK do + O O 15• 3- 3-1/2" / " � 0r PINE OAK OAK �• 0.2' g0 9 ® 1/27REBAR 0.6' J AL.Bo5488R O\1aJ l 1/2"REBAR ❑ n ASSOC.SUR. I Lo L.B.5488 101.70' (M) o m o m 102' (R) J J j I N NOTE: TREE LOCATIONS HEREON, MEET AND EXCEED � I REQUIREMENTS BY ATLANTIC BEACH. 102.20' (kQ 101.69' (M) J 102' ( 102' (R) 112" 3/4WEST 9th STREET (50' R/GHT-OF-WAY E Y 0 GENERAL !NOTES, P S 1. ANGLES ARE SHOWN FOR THIS SURVEY. J 2.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE ._X-AS BEST ` DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO--!-- DATED 04-17-1989 ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, o PIPES AND UTILITIES, IF ANY, NOT DETERMINED. Li LAND k ENGINEERING SURVEYS 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE 904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. J r) 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. OS S V 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A CERTIFICATE OF AUTHORIZATION NO. LB 0005488 FLORIDA LICENSED SURVEYOR AND MAPPER. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEQEMIANREVIATIONG DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C.- POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY' OR L.B.5486 P.T. = POINT OF TANGENCY CH = CHORD F RIDA ADMINIST TION C E, H 440 FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE 61G17- 72, F.S. ■ FOUND CONCRETE MONUMENT (C.M.; P.C.C. = POINT OF COMPOUND CURVE X CROSS CUT OR DRILL HOLE C/L = CENTERLINE R/W= RIGHT OF WAY BY: �Q ([, (R) = RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE CHARLES B. HATCHER FLORIDA ERTIFICATE N 771 R =RADIUS L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = SAVE T1E CHARLES L. STARLING FLORIDA CERTIFICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER le,= UTILITY POLE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT -+= GUY ANCHOR P.R.M.=PERMMJENT REFERENCE MONUMENT -O.U.-=OVER HEAD LmLTIlES JOB NO. 28002-T4 DATE 08-08-2001 B.R.L. -BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE SCALE: 1" = 20' DRAFTER 9fdL E.T. =ELECTRIC TRANSFORMER & PAD W—HV WIRE FENCE E.B.= ELECTRIC BOX J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY 0-0 WOOD FENCE BTN. a BETWEEN MAP SHOWING A PARTIAL TREE SURVEY OF LOT 5 BLOCK 186 ACCORDING TO THE PLAT OF SECTION "'H"" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. I I 102' (R) 101.70' (M) ~O t 0- 112"REBAR 00 T J ASSOC.SUR. I J 112"REBAR L.8.54,88 p,2 ❑ O 6. A SSOC.SUR. ❑_ L.B.5488 7-1/2" 14j ® OAK ® p 4-1/2- 3" 90� ®OAK OAK 4"01OAK2" Y OAK PINE 4 vAcNr 1/2.. OAK OAK nor �. CAP E OAK 3" O U O o UNREADABLE O O 5-1/2- OAK M O O 11" -� OAK "3" OAK 3" OAK ® DA h O 5" yy3' O N �ry OA sVAK OAK OA3 ® a OPINE 5- 3" 3-1/2"" OAK OAK OAK 112"REBAR -° _ ® ASSOC.SUR. 0.2' 0.2' 5" J ® 3-1 L.B.5488 1/2" I OAK OAKK ED h op 101.76' (M) 0 o m 102' (R) K � v a O C7; I r- 0 n NOTE: TREE LOCATIONS HEREON, MEET AND EXCEED REQUIREMENTS BY ATLANTIC BEACH. I 102.20' (M) 101.69' (M) — �— 102' (R��- - — - - — 102' (R) - - - - 112- 314,.,• WEST 9th STREET X50' RIGHT-OF-WAY) GENERAL NOTES, V E Y O R 1. ANGLES ARE SHOWN FOR THIS SURVEY. J s 2.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO 1 DATED21-17-1889. A SSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND k ENGINEERING SURVEYS PIPES A`') UTILITIES, IF ANY, NOT DETERMINED. w4.JURISDICTIONAL AND_[OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. F JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE s904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. L) 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. O 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A S S V CERT!FICATE OF .AUTHORIZATION NO. LB 0005488 FLORIDA UCENSED SURVEYOR AND MAPPER. HEREBY CERTIFY IS SlJF1VE`( WAS DONE UNDER MY LEOENWAMEVIATIONS SET IRON PIPE OR REBAR P.C.= POINT CURVE COVD = COVERED DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O"ASSOC.SURVEY OR L.8.5488 P.T. = POINT OFF TANGENCY CH = CHORD PURSUANT TO CHAPTER STANDARDS FOR LAND SURVEYING * FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE 61G17- O�AADNIS�TION CO E, H 2; F.S. ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND�CU�F WAY X CROSS CUT OR DRILL HOLE CA = CENTER LINE R/W= (R) =RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE CHA ES B. HATCHER FLORIDA RTIF ICATE 3771 R -RADIUS L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE CHARLES L. STARLING FLORIDA FM IFICATE N0. 4579 O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER -A.= UTNlIY POLE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. =OFFICWL RECORD VOLUME P.Ea. =POOL EQUIPMENT - - GUY ANCHOR P.R.M.=PERIMNENT REFERENCE MONUMENT -O.U.--OVER HEAD UTILITIES JOB NO. 28002-T5 DATE 08-15-1989 B.T.L. =BUILDING TRANSFORMER &PAD W-M R NFENCE FENCE ELECTRIC BOX SCALE: 1" = 20' DRAFTER .74M J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY O--D WOOD FENCE BIN. BETWEEN MAP SHOWING A PARTIAL TREE SURVEY OF LOT 6 BLOCK 186 ACCORDING TO THE PLAT OF SECTION "W" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. 0 N I I Ln (a nm m00 101.76 (M) O O J J Y 0.2' El PINE 5- Y OAK 3-1/2" �❑ OAK OAK 112"REBAR 0.2' * O 3-1 2 0 ASSOC.SUR. O 112" i3 OAK 3-1/2;/ OAK OAK DN L.B.5488 OAK RR 3' 4•® 0 O ���� O AK 8-112- 3-1/ OAK q0 OAK OAK J J 0 3"0 PINE ® OAK Q Lom �� cn m OAK VACANT 3" O 1— LOT OAK ch, O 10 � OAO � Q PINE 01 6" 06 CHINESE s 0.2' q0 ®ELM 6`� 314 V O ASSOC.SUR. 4 L.B.5488 co 1/2•' h Y Y 101.77' (M) 00 0 0 102' (RR) m m F _ D� O Qj N h NOTE: TREE LOCATIONS HEREON, MEET AND EXCEED REQUIREMENTS BY ATLANTIC BEACH. 102.20' (M)/� 101.69' J 112" 314" WEST Pay STREET (50' RIGHT-OF-WA Y� R v E Y 0 OENERAI" NOTES, Q S 1. ANGLES ARE SHOWN FOR THIS SURVEY. J 2.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE SAS BEST ASSOCIATED SURVEYORS INC. DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO--L— DATED04-17-1089 FOOTING , 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND do ENGINEERING SURVEYS PIPES AND 'UTILITIES, IF ANY, NOT DETERMINED. L` 3846 BLINDING BOULEVARD 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT S LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE 904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, �JCOVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. 0 S S V CERTIFICATE OF AUTHORIZATION NO. LB 0005488 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGENDIA■■REVIATIONA DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER -ASSOC.SURVEY' OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD 61G17-6, LO DA A INISTRAT N CO E CH ,"F.S. 0 FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE BY: X CROSS CUT OR DRILL HOLE C/L = CENTER LINE R/W= RIGHT OF WAY a.d (R) =RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE CHARLE B. HATCHER FLORIDA CERT ICATE NO. 3771 R -RADIUS L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE CHARLES L. STARLING FLORIDA CER IFICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER -A,= U11UlY POLE J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT �= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-=OVER HEAD UTILITIES L,RAYMOND . 28002-T6 DATE 08-08-2001 B.R.L. -BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE 1" = 20� DRAFTER yfdL E T =ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE E.B.= ELECTRIC BOX J,E.A. =JACKSONVILLE ELECTRIC AUTHORITY 0 WOOD FENCE BTN. BETWEEN 17.L- `- 0AI�� �- W, OIKS S Lo 2- i � - - 0�� 2 - S MAP SHOWING A PARTIAL TREE SURVEY OF LOT 1 BLOCK 186 ACCORDING TO THE PLAT OF SECTION .. .W"a ATLANTIC IREACK AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. WES T PLAZA � N (50' I?IW - NOT PHY-S/CALL Y OPY/V� APPROXIMATE TOP OF BANK z � / r. �fi0 t 20-+ OPEN DI TCN 102j (�R) 3 f 101.70' ('4) APPROXIMATE TOP OF BANK 1/2"REBAR �.c. twk ASSOC.SUR. 1 2 REBAR '�•o- I� �0 L.B.5488 V SSOC.SUR. L.B.5488 0, AK ` i 1v �� t! CHINESE 3. ® TALLOW 0®a (OAK Z5" w. Y 9 Ills 9 -�rlJ OAK18,sD 3 7" '�� 29 So" cD 0Pk SCT- BACK OAK — VAGANT ( �JES r- wLOr 3- �` h Q q. ^ ®OAK OAS( 3" 3" ®7" 3„ OA ,J �oAK Y OAK OAK Y 3" OAK OAK 4-1/2" � OAK 3-1/2- U 18" U 4-1/2" LOT 1 OAK V O Y '•'�'y PINE OAK OAK 4- PINE ® OAK O 112" CAP UNREADABLE � O 5 in J �� J �• 112"REBAR • Q ASSOC.SUR. m ,„ . 8 21" m ® 3" I L.B.5488 . PINE OAK cV.#;. 101.91, (M) 102' (R) v O LOT 2 rn o 01 , Q; r LO E NOTE: TREE LOCATIONS HEREON, MEET AND EMCEED REQUIREMENTS BY ATLANTIC BfjAC 10220- (M) 101.69 (My 102' (R) — 102- (R) — 112 314" WEST .9m STREET (50' RIGHT-OF-WAY) E g�N GENERAL NOTES, GL 1. ANGLES ARE SHOWN FOR THIS SURVEY. 3Z-o� o ' O, O ' N I� Q MAP SHOWING A PARTIAL TREE SURVEY OF LOT 2 BLOCK 186 ACCORDING TO THE PLAT OF SECT [ON ""H" ATLANTIC REACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT .PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. 0 CN II '` 102 (R) 0 � 1/2" 101.91 (M) ~ J CAP OJ 112 UNREADABLE ASSOC.SUR. L.B.5488 cp PINE 9 ytAK 3- K� Y OAK 6- ® AK)' 4-1/2- OAK N 3. �i U OAK 3• " OAK ; 3-1/2• AK 16• OAK ,~ p 8• OAK ®® yOAK OAK o CJ 4 P NE ® -� h OAK _ OAK7 OA 8 h L.3857 7 7-1/2' K VACANT OAK O 3-1/2' OAK6 0192" ®/ K2. L 0 7- O 5. i0 OAK _ b ` f/i 1 •IOA� 6-1/2" O / i ®OAK ri OAK 61 OAK OAK ®PINE 4" ® AK OAK ��` 1/2"REBAR (�'\ ASSOC.SUR. - J ® 17" J 4-1/2• L.B.5488 1/2 4 OA/2 ® 3-1/2' PINE OAK M t� 101.89' (m) o m 102' (R) ~o m J J NOTE: TREE LOCATIONS HEREON, MEET AND EXCEED m_In REQUIREMENTS BY ATLANTIC TEACH. 102.20' (M) 101.69' (M) 102 (R) — �— — • — — • — — . — 10 2' (R) — — — • — — • — 1/2 3/4. WEST 9th S rREET (50 RICHT —OF—IyAYJ E Y p GENERAL NOTES, 'Q S 1. ANGLES ARE SHOWN FOR THIS SURVEY. . Q • V O N b o o N C o.vC. SEC, - MAP SHOWING A PARTIAL TREE SURVEY OF LOT 3 BLOCK 186 ACCORDING TO THE PLAT OF CTLQN ""H" ATLA TUCK GEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO KEVIN BENNETT. 0 N N 10,2' (R) co 1/2" 0 3-1/2" 8 1 ` 4" OAK OAK P®E OAK® 4OAK 112_REBAR w 11 ASSOC.SUR 4-1/2% ® VT lD OAK 53 L.B.5488 OAK 3-1/2` PINE -� X065. 4. 9 ®OAK Y � 0� -1/2` OAKS �OAK 1 2" V L T r AK �, 3. OAK 6. 1-� 4`: 5-1/2' '3• 3 OAK '\ Q tk CORP. . OAK OAK OAK OAK U ^AS50CS" 6-1/2• 0 K AK, OAK 3_�2• §-1/2" ��"� I OAK 5.�/ 5` OAK OAK 3 < << rn -i h 0.2' �- ® p oAI��AK �SAK - C Z�.C) w s 7• 0 (S� —� ® SOAK 3-1/2' =`�.. OAK � 7-1/2" 7 7` Xg• 4-1/2• OAK O v OAK OAK OAK OAK OAK OAK OAk JA� 6-1/2`OAK _ 0 OAK d'v. 0.4' -r PINE op 1/2"REBAR � J . ASSOC.SUR, o AK J L.8.5488 112" (^� 101.61' (M) 10,2' (R) C) off m s— J 0 . CD NOTE: TREE LOCATIONS HEREON, MEET AND EXCEED REQUIREMENTS BY ATLANTIC BEACH. 102.20' (M) 101.69' (m) 102' (R) — 102' (R) — • — — • — — 112" J14" wEs r gfh s rREET X50' FIGHT--OF—PYA Y� E Y p GENERAL NOTEM `, S 1. ANGLES ARE SHOWN FOR THIS S(JRVFY. � 3Z-p' ' S0-O� 0 �- o. o N I � O , - � � - N , - p N ... ' . �_ ' � �� a '• ;:: - ' .:'. . .. � z 2-1 s`1�O�Ks s� 4 ,a� .. .: ,; . � . MAP SHOWING A PARTIAL TREE SURVEY OF LOT 4 BLOCK 186 ACCORDING TO THE PLAT OF SECTION ATLANTIC REACK AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED T0: KEVIN BENNETT. 0 N it tl Lo oco J I J 1/2" 0.4' 112 ❑ ASSOC.SUR. L.B.5488 OAKCOD gs, � 1/2" 0.1' 4 3- 2- 961 L.B.3857 OA 3" OAK Y ® 6" Y OA 4- OAK ` CHERRY X �o OAKV/'CN r OA �� 01) 3 411/2" /2, OAK OAS OAK OAK PI NF Otk O 15" 3- 3-1/2' cl. 91K OAK 0.2' co '1= lam` 112"REBAR J —° 0.6' J ASSOC.SUR. O 1/2"REBAR ❑ ^ ASSOC.SUR. I Lo L.8.5488 101.70' (M) m m 102' (R) O O J J io v NOTE: TREE LOCATIONS HEREON, MEET AND EXCEED REQUIREMENTS BY ATLANTIC BEACH. 102.20' (k 101.69' (M) 102' (F �— 102 (R) — 112- 314" WEST 9 my STREET (50' RIGHT-OF-WAY v E Y 0 GENERAL NOTES, s 1. ANGLES ARE SHOWN FDR THIS SURVEY. PLcT R-444 _ •O .o b N b o • o N QTc c, ST IAP SHOWING A PARTIAL TREE SURVEY OF LOT 5 BLOCK 186 ACCORDING TO THE PLAT OF SECT°a0� ��Hh� AT°LANTCC REACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: 0 N KEVIN BENNETT. II Ln r- 10 1.70• (M) ~O CO 112"REBAR p J A SSOC.SUR. J L,o5�g8 112"REBAR 0.6' A SSOC.SUR. L L.8.5488 I tADAB O91/2' Y OAK AK PNEZ 1,Z5 VACANr �Lo K U LOT 3"h UNRE � 3' 0�+CU O J/2' OAK 3•� 3OAK OAK O o O 5`. 3' 2. N dry OAK , OAK OAK f 15' _ + OAK ® e, Jr' 9 PINE _� d OAK -__ � 30AK2• 1/2"REBAR AL.B.5 SUR. Q *: 0.2' 0.2' 5' J ® 3 pAK2 ® L.B.5488 `^ 1 2" I OAK to M, 101.76 (Y) ~o ~o m 10,9 (R) J —1 K _ v v tG _ � O NOTE: TREE LOCATIONS HEREON, MEET AND EXCEED REQUIREMENTS BY ATLANTIC BEACH. x ;c1 1/2 314 wES T 9th STREET (50' R%GHT-OF-XIAY) E Y O DENERAL NOTES, J �'r 1. ANGLES ARE SHOWN FOR THIS SURVEY. CLA Vel 3z-o� 0 o. o ' N O j Q 13-K -19-6 z i' MAP SHOWING A PARTIAL TREE SURVEY OF LOT 6 BLOCK 186 ACCORDING TO THE PLAT OF SEC TION """W" ATLANTIC ICS 13EACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. 0 N Lo II ca in00 Lnco 102' (R) 101.76 (M) O O Y 0.2 PINE 5• Y 3.OAK 3-1/2" �❑ OAK OAK 1/2"REBAR C) 0.2' * U 1 2 0 !ASSOC.SUR 1/2" `fl3r,, OAK 3-1/2 OAK OAK ���` O ��. O B-1/2' 3-1/4�OAK p . 9p CP 0 t p OAK 17. -0 J 3"� PINE OAK CDm OAK VAGrtNT � � �� LOT o X L4.,t o 26-0 ►- O i��:1:�_.r� b h o �. Z,d'-O .. 19 PINE h O60 CHINESE s s 0.2. 9p 0 ELM 1` �. \I ASSOC.SUR. O O L.B.5488 L coY' 112. co Y Y 101.77' (M) 00 00 102' (R) m m vI ' rn o Qj N 2 n NOTE: TREE LOCATIONS HEREON, MEET AND EXCEED x REQUIREMENTS BY ATLANTIC BEACH. s' 102.20'�(M)/�__ 101.69 J 112 314" wES T 9th STREET (50' RIGHT Of WAY) v E Y 0 GENERAL NOTES, R R 1.,ANGLES ARE SHOWN FOR 'MIS SURVEY. �C4,Ctz i 3Z-o • 50-C_1 !.l 0 o. N 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: 1034 STOCKS STREET Owner: BENNETT, KEVIN W. ATLANTIC BEACH, FL 32233 4429 JIGGERMAST AVENUE JACKSONVILLE, FL 32277 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22829 Date: 4/29/2002 DON C. FORD, C.B. Post in a conspicuous apace 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 s7was compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 1034 STOCKS STREET Owner: BENNETT, KEVIN W. ATLANTIC BEACH, FL 32233 4429 JIGGERMAST AVENUE JACKSONVILLE, FL 32277 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22829 Date: 4/29/2002 DON C. FORD, C.B.O. Post in a conspicuous space BUILDING, PLA NNING AND ZONING INSPECTION DEPAR TMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: �— �__0 _z_ Building Contractor: Building Permit N ' er: Address : Legal Description: ? �� 18� �'�✓�'` VCS"' Improvements to the above described property have been completed in accordance with the tears of the permit and is certified to be ready for occupancy as /Yl 1o - Lowest Floor Elevation: �L� required as built c BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE:7,A 'FIED DATE APPROVED BY Fire Public WorksC9 2� yu Planning �e a�- -JC) e . Building 4,1 t A �1 CITY OF (0T / — 0 3 �4t ate- ��2i Office of Buildi g Offici /vl �3 09,5 `�" REQUEST FOR NSP 10 aalFe Date T Per TimeO A.M. Received --CPI!-!) Job Address Locality Name Contractor DING CONCRETE ELECTRICA PLUMBI ECHANICAL rammg 11Footing ❑ oug ❑ it ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTI Tues. L1,01- Wed. 4V; Thurs. Friday �In.p.cion Made Lq' P Inspector I Fin Inspection FROM :OMRLLEY FAX NO. Apr. 30 2002 03:13PM P2 RPr AO OP 031OGr RCM OURVCYINO 904-389-6175 P, 1 MAP SHOWING BOUNDARY SURVEY OF LOT n, HIACK IHry, -�i(•.TIC2r+ '11" AI(-ANTIC OCAC14, AS RCC0170LO IN PIAT BOOK IN, PACO 34, 0 :-R CURP7.NT I'IJHLII: RrCORDS CSF DUVAL COUNIY, FIORIDA MTmED TO: YANK A. MII I FH '& MEDINA (:. MILLER DANKrR% NOME MORTGAGE FIL)C111Y NAIIONAL TITII AbN A ALAHO MORTI;AGF GROUP, INC WAT`lON & 0!,;R0t?NI. P,A. L1)T I$ I3I.0CK 185 5000' (PAI) N 0010'37- E rNINDJ x1VN r"rC 50.06' (MEASURED) (rill*I,-/-woo PM 6� NO NTFIr.AliOA 'L Us NO iOCNIII�V'A t1/N 12"' a.l•__. y �(�7 JC), I' o Y ^^nl 31.E(IK 160 _ 1.0t F, 3LocK 1$I; I o1 Atlantic Beach L3LO(;K 1RG i �C1 nr u.r and Z.!,ming., OC �a n.1' N x ty a F> nr Cp to CnrRr •If 0 �I ONC ;TORY r..n' �. FRAMI W C4O�'• au' 1101.,.17D # 1014 � IWI'vM rlooR (I I VAIION 1T � I:INNNMx�„ (Nl:VCI 79') d LIJ V) rwI Ir Z F— tl WY 4 nnn0'Ixr w - ');, 1Plinr(NrAnrrlrol •. ., . ,n1.wi tALwn ... uI�;72 �1 /2•, nrrr ASSOfUr WlIff-IN MMR_ S 00'14'22" IN AJ.00r L A'R •IN 50.02' (MEASURED) 10.00' (i'LA)) STOCK STREET (saw IZIu1T UI WAY) 1x(;ENU: - H - RADw: ---u - NOTES' p N nrrl3n•nn- I FCV.`ilON`S 1. PLAKINJS ARG eA!VD ON TNG _AG".:UMLN _tll'ARING tR _ .. -101 r: PH IN*.11111 Y NIGH I OF MAY OF+1ULK STREET UAIt: DESCRIPTION 7 NA IDNAI/II X000 IINNIJNANt* MAP tWrli APRllAr17'- �I1T11 COMMINIII ' Y NUMIiLN 12.675. PANEL .d We' DN IHt IMFNT A. IMIS':UNVLY 4LIL1C% ALL EAirMr NT+M RDH DI WAY AS I'LH iiI.GUtDI.11 PIAT .r1 TlTlf nlMNI,INI ,!RKTED,UNLES`i GTIIT.RW1u STATIn,NO OIIRN II ILL VEHIFICA11r)N NA;IiFrN IIIPrURM10 IIY Inl UNUI je,IGNt 11 4 TIII`.:AIRVrY 401 VAIID WIIHOUI 1131 UNIUMAL •;IIjdATll3•`C AND rionnsr10 14 Al a 1141 C1 NIR YING`,UKVI YLW JOB #..17740 I)n TE OF F1FI D SURVI Y. 114 74 02 OA rr or 155111: 04-:SU-OJ CLR lit I(;A IL 2822(MI,SWAM I.exedY I:RIO MAY nx',iY+K"'x"L uADE V-V-ry xr•.rtx.sxxl CNANCI ,ly(Y{PAvxle,(Ib;rJn?27M An urrw,THC 1ANNIN ILrD1MCAt:I ANNANU'1 A'.'JCi fUnn1 m illf,rl.IrxgA 00010 Or rlr 09lN►L•uxVCva A"'NAPR N(MA 111 01100-L.ILUN10. I u ( N). 5104-910-BIOD4 59r19 AIx,xNIUNAnw wwwA.I ryoyCcnpwpo9q .. —r.rAwn•. .._.. ( II7bIm C_ _m yr rI`V/r' CHARLES K MC:INl HI.;:r..I.rI.0'.u.i vl-YDH AND uAAPCR N',:in7'-.YA Ir �r f�rAnt+A L1(;6N•;,LD buSINk54 07n7 LAND SURVEYS O CONSTRUCTION SURVEYS O SUBQiViSIONS FROM :OMALLEY FAX NO. Apr. 30 2002 03:13PM P1 645 Mayport Rd,, Suite 1 Atlantic Beach, FL 32233 904-241-3141 John Joseph O'Malley 1-800-881-0234 President Fax 904-246-6495 Licensed Real Estate Broker omalleyjax@aol.com 11.3 VVED Date: q ISo pl, APR3 u ^ ? To: t Beach Fax No. a47—5S WSJ ..w. n and Zoning From: � b- 0 RE: Number of Pages:_ ((including cover page) -The information contained in this facsimile (andlor the documents rsexampanying It) may contain confidential Information_The Information is intended only for the use of the individuals to whom It is addressed. if you are not the intended recipient, or the employee or agent responsible for delivering it to the recipient, you are hereby notified that any dissemination, distribution,copying or tho taking of any Action in reliance on the contents of this Information is strictly prohibited. if you receive this facsimile In error, please notify us Immediately Thank you FLOODPLAIN DEVELOPMENT INFORMATION Location:: ,-�7-- �p Type of Development: �TT_.fil� cyr�r� Flood Zone: 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 -(—l� J Applicant's Signature�L----'AB--- Department Use: Required Lowest Floor Elevation - C As Built Lowest Floor Elevation ` S Survey Filed with Building Department L� w � Building Department Representative I I � 5 8 3 I 2 8A a T T 4 i, 1 - - - - --- -- - --- - -- -- --- - - - -- - - - i4 118 i v 6 5 4 /86 3 2 / I ST R EGET IRE I/gE I 9 IA� 1/= /Q -- -- - - - - - - - - - 6 1 5 i 4 1,37 3 i 2 i / 1► i /A1� //CITY OF 4&6a Lc /3mi:A-flaw-tai Office of Building Official REQUEST FOR INSPECTION 9 Date Permit No. / Time A.M. Received /� Q P.M. l..J l Job ress Loc ity Own s Nam Contractor BUILDING CONCRETE ELECTRICAL (PeUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. c//�/ Tues. C`� Wed. Thurs. Friday P.M. AAL- Inspection Made `—le O� Inspec Fin c ion ❑ Y c o-cLAccup Date 1`` FPOf! TOMALLEY FAX N0. Apr. 30 2002 11:37AM P1 645 Mayport Rd., Suite 1 Atlantic Beach, FL 32233 904-241-3141 John Joseph O'Malley 1-800-881-0234 President Fax 904-246-6495 Licensed Real Estate Broker omalleyiax@aol.com Date: To: Fax leo. ,,) q7- 5877 From: n RE: l b3 Number of Pagcs: -� (including cover pagc) 'The information contained in this facalmile (and/or the documents accompanying It) may contain confidential Information, The information is Intended only for the use of the Individuals to whom it Is addressed. If you are not the intended recipient, or the employee or agent responsible for delivering it to the recipient, you are hereby notified that any dissemination, distribution, copying or the taking of any action In reliance on the contents of this information is strictly prohibited. If you receive this facsimile in error, please notify us immediately Thank you Apr- 30 02 09140a RCM SURVEYING 804-389-6175 p,2 IMPORTANT'.In lheso apaM,COW the tsxt es Irdw-a bon fiam Seotfoft A. p"rwum 0°caq f Bus W+G STA¢CTAoof+Ess P gMt.tine 5u n.m dor Wdp.No.)UMe.0 ROUTE AMD sox W vaq NOW —__.... - pfy srnre nPcoo: cc�nAdGNvlb.r SECDON D•SURVEYOK ENGINEEK OR ARCHITECT CERTIFICATION(CONTINUED) — c:aph both aces of rrb llemtlwT Qotaoaln for(1)oommmty offI"(2)Inpoonve aqmt1oxTPMY.a-d(d)WArg Qw*`- cm".T& ^-Not dirimaited by t1et11dereprred - Ij Check hate d affathmenls_ SECTION E-BUILDING ELEVATION INFORMATION(SJ rV Y NOT REWIRED)FOR ZONE A0 AND ZONE A NYITH=BFE) For Zone AO and Zona A(without SFE).owoolo Item E t through Et.If to Ebvation CCMrW to is ebnoed for u3t so suq rlirg INonution fora LOMA or LCi*AR•F, Saurian C must ba oxrpleW El.Buldng O ngrom Nunal7er_(Sakxt the looking d4grom moat aimlir loft bik"bfwnich trm WrtfCab swig oomplatntl-taet prpna 6"7.a nu diagram aoO Wnlrtly mWeseats Bt0 btWirg,provda a eWpalda(x pfrcbgrzph.) 172.'1 he by of Etre botmm door(nomM bawmcim orando6ue)W are bu"is —l(m)—ua(on)C atxrw or Q tX IDw(U edl brae)rhe hghest twC mnlgtadw((IM Pani d grade.If ava�atdn) E3.For flu q Diagrams R with gwltrgo(ase flag,4 ft MAN*kw or de aW kor(WevaWn b)d me buJI I _1.(m)_k.(an)above the hghcst nd(omfd gwda.Compbb tomo C3,h and G3Ion ftW 0f brm. FAI.For Zane AO only:It to flood depth numbm t sraWs,it the top at ac botbm Iloof*W d n woordatm with ere w muMya footowl menagonnni ordinorim? [jYea n No ❑l lnknwvn The beat OA,-.W must cut*Uta nkxmatlon In Seabw G. SECTION F-PROPUM OWNER(OR OWNERS REPRESENTATNE)CERTIFICATION The Iomm"y Omer or oeeta authAxid mp emnLit w who oomOdw GedL t A.B.C(throe C3 h ad C.3.ionfy),aril E brZom A(wiUatR a f f.MAA=Xgd or aorrmrrylY- kasd BFE)or lona AO must sign here.Tho sUwwb n SacWm A,d,C,and E ae aarodb tebadtol my kfloabdga I'KA ERT"OWNEKS ok ovyNER'S AUtt10R12D1iEpRESENTAnw:'s NAME Aaliilb;S. CITY STATE APCODE rURt �.... - p1TC _ . Tf;LE1'FK1hE COMMCrJr Check hem if vftWhrnettts SECTION G-CONNRINITY INFORMATION(OPTIONAL) The brat oft" is ago-Led by kwv or oidnaroc b ai huor III cornmmgo lbodplon m&M rW I Wines"can aorrTalate 5ecWana A,rf•C(or E),and G of this E&ftn Gorthaab fpmpbb aro applimble idem(s)an4 ja bolaw. Gl.U The Hormation n GcdIDn C wm taken from otnorctoame mon aw hay own spnod and emb000ed by a IbmsW saawyor,mp hear.a ardtWetvft is autronmd by dais or bc3 kw b wrtay devdbn ittibmttAw.(itdlreb to%am wW dale o(ft dwali n d!a In#w CO WWU arca bobw.) GZ 0 A wwn mity uNa it wmOeW Soollon E in a bukim babel n Zwc A(wd mt 3 FEMk.wxz or oommunty4u wW BFQor Zono AO. 03.❑Tho bo"hfomnrbri(Items Q"39)bpmlldod for ammur ty noodlton mmapnerua,"Ws W fh RWI hc140tik' cs OAIEPCRWT Iti`,kll _..__. Ol 01N ."T"ATEOFOD**,Ynctyoccut'rr+CY►ss Eo G7 TIw patmit has leen ns7uod br I�N w Gan d uetbn ]Subr>mMLt Improvaronl (38 Pevsan of 3sbutit ow.,it W(Inducing bnsemenl)Of*twldM is __fl,(m) afm' GQ.19 L or(m Zorc AO)dcO of flooding at to buikv see c FL(m) DA M LOCAL OFftI7ALSNYIAtE DATE _. —._..... _— COMMENTS .......... -- _ ........_ [�.Chelitharei(macftmenls. 1-d t•108£:TT Z00Z 0E '-tad 'ON X76-4 A37kWO: WOdJ FP.Ot1 :OPIHLLE',' FH:•: 110. Apr. -16 2002 11:-7RP1 P2 Hpr 30 02 08140a RCM SURVEYING 904-3db-817b P.------------------- FFAERAL EMERGENCY MANAGEMENT AGENCY O M.B.No,3067.0077 ION NATALFWWINSURANCEPROGRAm Expires July 31,2002 ELEVATION CERTIFICATE R..a ule ia>ttntdblt9 od 7. SE'CTM A•PROPERTY OWNER NFORAATION Far►i�relmCm pert 1 vabL>r iw,mber fjU1LDINCr OtNWER'S NAME WWI*A offer an0-Me hna C NWfOr _.... __._. .. .._..-..-... NAIL Number BUILDM STREET ADpREBS(Mxkt4ny A L-UrriL Sine,0--t310A.Noa OR P.O.ROM ALD BOD(NO. ComPar►✓ 1034 No cke Street __� .__.. .......... STATE 11P COPE CITY Fl 72233 AtYmbc Beach -_ PROPERTY DGSCRtPTION(Lot and Bbc4 NLrrbcrs.Tax Peron)t4untMf-LRAM Lot 6.Mwk 186 Sactton H Allen6o Beach TogeBrer w4h Ire Soutlwdv h1w d dwd F*-N - R XDNG USE(wa.,Ree6en&0.1Wwt•realdentlal,ArlfAti011.Acceaory,e4e use a Corrnnaw area.n neoe V) ReeMerrdal LATITUDEJL ONdITUOE(OPTIONAL)-- HORILoNTAL DATUM: - SOURCE�USGE Oued Map (,.l alter: ( ssw or t1i.41tIN4Y/') ❑NAD 1927 ❑NAD 1983 F1 SECTION 13.;;=D INSURANCE RATE MAP WOWAT" .._..••.— ( RpLM1WIYtWYt 31AI► Mt NFIV0OMMl1NilYNAAI:SC0MMI(IWIYNUNUtTt 120075RM BBERIAINpL)l(fATE 'ET+pC1rMFlAE1I0117E - �.F10�2Otk`ST �f7amA0dedhdBiW) _ 1N.MAP SR � T u.. _._ fl 810.Indlcalo Ne aa+roe of the dace Flood EkrvrAian(BEE)data a ham Aood d9ptlr oniolod in BD. [�IRS Profle 10 FIRM [I 00mmunhy owmir oil nOOLCr p-cft� 011.I rdbals 60 elevation datum Low for IM BFE n E19:®W'WD 1`m O NAtfD 101 ❑OW P—ftX H12 le the bulk bent ad n e Cwtal Harter Raames!' (CSRS)rtm0 ar Olhemke Protlr�ld Arra(OPA)7 ❑you IN* OAek1<MMM Pete"' SECTION C BUILDING ELEVATMN(NToRW1TION(SURVEY REQUIRED) Ct,Butdilt0 rlkrvatlono ao Daent«+:U Carte6vdion l lrus�rgs' Hut"Lvov cmviction' 6d Fladxrd Cancbudon "A new Eleva"Cod6nale wit be roquired W*n cOn9l MM Of the Nildn0 N MmInlal" aG and i.If no dj�grem C2.twidkv Diapram Number 1(seled NObr>1dN dligmm mors!almllarto the buidrg IxwMd+O is CeAfltafn m bDkrg cnno"- Page a=mwy ranfawnts or Wining.P-de a skotch orpnniograph.) C1 Eieval ons-Zones Al 470,At,AH,A(will)BF Q,Vt Vl V30.V t4h Or r:),AR,ARIA.ARIAS.AR/At AM ARJAH,ARAG ODMO k>11ema M "betw kM dN tD dw binding d4mm>peodwd n Ikn+CJ Stale Lha datum UK4.It the datum IS diRelcnt from Ola datum U06 +tents 10a of Santo)0,mnwo fro datum ID that used forte BEE 3ho+W M8=wrtente and daWm ayNerw C"Iotbn UeD Uta 6W Pmvdod orthLSodbn D or Section G,A OpMV YW,b doglm nt the dalum OXWslon tom"WA Czftvom orXwrnsntc NIA vn tle F1RM7 YOD hb Ebwjon roftnot,mark uaw ykDom thA eYlvtAW MtFmw mxk used appea U a)Top dbDOOM11=(06WIng 1'e>"VM 01e"C wm) 1?lR(m) x Ll h)Top of rvw Ngto fox YA_fL(m) 01 r D cj fbftom of bNesi tr0dtomHi stn Qurel member(V�ornc D1iv) L4f1•__ft(m) �+ L]d)Aladtrngaage(bpofeleb) L 9ft(m) �v Ue)Lo4raetdevnew0(mldltvywar oauomont y v{png a NA&V(DDmatfe in a COMWO Et arca) 11.fl R(m) ;i; ,/ (/ _(l'�•��.'' C]01(wat nd(ooent(fnshed)tirade(LAG) 12.6 fl(m) Z t...�✓e- ❑g)Hghnsf adpoont(rinl11t1ed)9+100(HAG) L]h)No,d p0m aront cpellkpe()lead Y0*)*0n 1 IL.Aro&adjapmt grade W& U 1)Totm jw of all pnmwmt openot;3(IID00 ventr.)n C3.h V&9%in.(sq on) SECTION D•SURVEYOR plGINEFR OR ARCIMCT CUMFICATION 1 his oedificalan ie to bo*teed ald 88010d by a lard surveyor,Dns ro v e,ar arcltAeet aulhorimd by law to certify elevatktn Information. I Celfify chef the NUo MMIan Jn Sections A,H,and C on IN Certificate repmsenfs my Dog,ofl0rfs to irrlerptef fho dafn ovollabk !rmderetanlrllhOt onx fake stefelnAllf•mnYbn�rli4habk by Irno Dr im�,/.I.BOrtRMnt under 18 U S Code,Ssofion , -._ CERTIF11 RS NAME L;aW-NUMIVR 4679 MichOA,.Aft __ -.___.......... 117 cck" vNAW ACMSImeYin9!nc, rnr(x3DE pmin,w %alSure_f-.mmopper- _ _ PLtY STATE 3221)4 ADDRC:>r, Jadlaomik Fl 21j22 Oak SYerA TCM'PHOW --._. . _._._... DATE M9M96W r FPUN TOMALLEY FAX N0. Apr. 30 2002 08:52AM P1 645 Moyport Rd., Suite 1 Atlantic Beach, FL 32233 904-241-3141 John Joseph O'Malley 1-800-881-0234 President Fax 904-246-6495 Licensed Real Estate Broker omalleyjox@aol.com Date: Fax No. -q 771--!5 S11 From: p _-- RE: Z,7 -5-&f-je 0 Number of Pages: - (including cover page) 'The information contained In this facsimile (and/or the documents accompanying It) may coamin confidential Information.The Information is Intended only fur the use of the individuals to whom it is addressed. It you are not the intended recipiont, or the employee or agent responsible for delivering it to the reclplent. you are hereby notified that any dissemination, distribution, copying or tho taking of any action in reliance on the content. of this inforrnatlon Is strictly prohibited. If you receive this facsimile In error, please notify us Immediately Thank you FPOP1 :LMHLLF; FH; NQ : Apr. 30 2002 08:52AM P2 Rpr 3n n2 00,40a FICM SURVEYING 904-389-6175 ID. 1 FEDERAL EMERGENCY MANAGEVENTAGENCY O.M.B No 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31,2002 ELEVATION CERTIFICATE ItiVitItUrit Read Ut0 imftclklm on pagm 1-7. SECTION A•PROPERTY OWNER INFORMATION w morin*so eery t)u- BUILDING OWNER'S NAME Pol"Number Mark A Miller aM Medina C.Miller _ DUttDtNG STRECT ADDRESS(tnCtudklg Apt.,Unrt.Suite.a-viw Oft No)OR P.O.ROUTE AND BOX NO, Companv NAIC Number 1034 Sto cks Seem ..- CITY STATE ZIP CODE Aasnkc Beach Fl 37133 PROPERTY DESCRIPTION(Lot and Black Numbers.Tax Paroet Ni~U%W Doaniplbn,etc-) L LIG,Dock 165 SeciJOn H Aftft Brach.Together with titre Soulhenm half of closed AMry FiU1LDING t1SE q,Re 1,NN/-icsidemlal•Ark#Wn,Acce M,NC Use a Cor+mont8 area,N neoemwV.) Reeide Ord . LATITUDE/LONOITUDE(oPTIONA.).-._ --HORIZCWTALDATUM� -- SOURCC'GPS(rwn):....._.-.. (Atlr'-W-♦rt.W or ff.triMtNN') O NAD 1927 0 NAD 1983 ❑URGS Orad Map C)Other: SKIM 8•FLOOD INSURANCE RATE MAP 0" N1 4AeCOATWNi6NAAI aCDARdI1NIlY NUMJErt .._. � fel LXXMrY NAbk _ W SIAiI: HI M{PANOrAlit -D5.S(1FF1>( ..... _. 07 rN2MfAN-I ..... 89"A`i.-ROODCLLVATIONs NtlIWER I a6.MM INDEX DATE EFf-ECtnlF�vISCDDA17E I M.FloodZD*(h7 (7meAo.used.vrhdkoanol) L - 0001 _ D ��- 41592 I 4Y}k9 y. NIA i ._.__.... 910 Wilonla me aourm of fhe wine FloOd Efevabn(OM dotal or bo a bad depth orrkxod in es. [_;FIS Pm* (K FIRM [1 Community DubM1*nd n odwr rAwbe). Of 1,irdlcale the el wotion datum u®edfar ft SFE in 89:®WWD 1929 ❑WVD 19M 0 0tv(D owrbe): H12lit linebudMkxvtednaGiregalHartMrReaeur=6qWm(CBRS)aweoroyewrePciatdAre;(OPA)1 (]Yea ❑No Desgnnaonpale'-' SECTION C•BUN.DING ELEVATION MFORMATION(SURVEY REQUIRED) 01. obvati an baeexf on,LI Couagn 1)r nga• n Holding Una*conatmemn• D<Fnshi d CanWudgn A new Elevation WAOale will be ftci0od when Oen sbudbn d 9e building b aoril*ia. a.1 iwdkV Diagram Narber i(seled iho buidirg doomm most x"ir b Ne hu"forwtddt Ntis Wrbtrato is Deka mrrvww-w Dagoo G and 7. I nooiagram wwrawy rapmuots Rn buildiry,povde o OfWtrh or photog laph.) CI E"xina-7nresAlAM,At.AH,A(with 9Fq.V1,V1 V30.V W Q r),AR,AR/Ji,AWAC.AWAI A30,AW/W,AWAO Qomplole hems M..o.bebw a000rding to On buildN d0jr m tpeoded in Nem C2 State the datum u d If ate datum Is dllfaronf from do datum usod tar ifna HF F.in Section B.o mwd ft datum to hat used br to BFE Stow W mimmments aM dalum mrnoriom cala>Iallm. Use the spade 0mvdco or fine Comments MCI of SodiDn D or aecWn G,is mpopia,b daxaront the datum aalwrmlon. Doom NIA Gwv0r>;ioF4wr encs f� ,9v4tbn ret mnae mads wrd MV4 Doss the atevaidn m trenoe made used Mpex on the FIRM7 ❑YCo X No L)a)TaPalbolbrnfloor(ocludiagloo—t"Ot0XIc—) 1�,.I`Qm) � zv- r.- J h)top ofnext hpwow !yin.—fl(m) O C)Botbm ci bwesl to&Aq smlduul member(V m—am ">+r1"_1t(m) Cld)Alachndgarage(klpof9lab) 11 sh(m) 1N U e)Lonesl abva0on of machinery Ydlor nqutpinonl aanbingUebuidrq(DnalrbenaComrnatsamb) ❑t)1.(maiad(aoartt(fnsMd)0rak(LAC) tt tIK(m) ❑g)Hg"Millicent(t mhed)g2;I0(HAG) 12 G IL(m) �•f,•� *h)No.d pomwtont openings(wood-*)wrath 1 fl ubowe 3(1100"1 grmae 48 U I)Tow area of al pr:mk i gbrtilge(flood—ts)in C3 h N(&aQ,h.(sq am) SECTION D.SURVEYOR ENGINEER OR ARCHTECT CF.RITFICATION T his wrlf Aion is to be cgned and stabd by a land surveyor,onglnccr,or arGldeet xAcin7od by law to 080y d6Vallon cnformatfon. I certify that rhe alltvmation in Snrtians A.H,and C on this comfkoto repmsenle my best ellods to inteVel the date OvOWNble. f urrderlif2rM,lhaf am(else slalemenf mnYbe�nishabk by fi orirr�I xieonmenli t' F fit 11 S.Cade.SecrI-+nn. -- &01-I1 R'S NAME MxlItIW A..Ablb liTll p*.clonal$ulvw pr and mopwr 2`D7 Oak Street 1100 <S-��Dck-s, S� � ) -51 '� I FPOM :OMALLEY FOX N0. Apr. 30 2002 08:53AM P3 npr_ 00 On 063408 RCM SURvrTirlU 804-368-6175 p.2 Ihi'ORTANT, In theso SpWei Gog theMfarnaWn f-n SaCfion A. Fw narmnca Crape f Uro But m YmL7 ADDRESS"ien Apt.Ot&m.arrdi ado.No.)OR KU BUIL AND BD N0 Pf"Nurrw Cry- sTATt! _ /iPo00E c;a+w+nyowrcµxnbs SECTION 0-SURVEYOR.ENGINEER OR ARCIUTECT CERTIFICATION(CONTDIUFD) Copy both aloes VIM LkNu on Cerfceb br(l)mrnmunily vlrnd.(2)bmmwe agar Y-TOatY•and Q boMng owner CO NI'S -'-Nor xtomrtied by Mw W4bond --- — Check mere if attachll'lerlls SECTION E BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO ANO ZONF A(4N1 RE BFE) For Toro AO ad Zeno A(w#W BFE).esfrpbb Homo Et tmO B.If tic Elevatnn CeNhmto is tnwrr ied for use as agportvv infonWbn!Dr A LOW or LOMB F. Secim G must be aym1ii . E I.Buidng D rprrm Number_(SNrvd tlta buidnq d agram mom neniar W the buidtrg brwniri the oarGfG7b a hohp oampieiarf-660 pagcs6 and 7. I(ro diagram aoprrmoty mpmaehttftbuddvg,pmvdeaft torphotogrph.) rZ I ha by of t a botbm door(nduddg bli mtnf or w4bourU)Ofthe buednq is _X(M)_in(cm)0 above Or ❑below(d edc ane)the h6hs$I aDysoentgrode (Ure rw and grade.y av iii0n). E3,For Duiding Diagrams fib wlh apVOW(see W 11 the rmA hew Roor or ale%a Aoor(rl*vAon b)of Ce buidiry a _fl.(m)-1n.(an)mow bre nghes ryapcnl gmde.Complob bma Ci.h and Gi i on from of form, F4.ForZae AO orrty'If ro Aead depol nr Mnbor t lvaible,!&the Grp d ee bdGrm floorelB✓Abd m am daam'wuh Av mmmuneys Iba1DY+n mMtagomeM o dv or ae� Ym D ND ❑t 1nKnw The bead oflrW mud a W mn nbrrnatan n SeMm G. _ SECTION F-PROPERT1r OWNER(OR OIA NOM REPRESMATPP CERTTFICATiON The pmMny mover«v+smb euthmmd mpmmnLow who oomptowo Sodom A.R G(kms C3 had Mi ordy),W4 E Wore A(-Afoul a f I.MA-meed or aommrnity- (nued 9FE)or Zone AO muss sgn hero,TM ctrfe nen2 n SoctiaM A,d,C,ad E ae oa+ocl b ere be d of my Wawttdpn. Nl)l IFRTY OMUM OR(NMER'S AUTHc)RvL.D REPRE3ETJTATIVI:'S NAME ADnHFfS _. - -- CrTY ._..._... 3TATL - AP CODE �S GNATURE 01WA here if aumir l nis SECTION G-COMNAAI ry INFORMATION(OPTIONAL) TIb brad oleoal who la affivized by*orol im b udmin%*i Cre c+ommni 14bdd yn managemont Ordirwnm can mnpiera Seo lwRA,II,C(«E)aro G of Ih's Ekrw*M C r Aoab.Compbb do applbebb i0enr(e)and Si r bane G1 U The irdarrna"in GMlorr C vino MW%m 0Ihorcb0xn"t#bn dw has bean sonod and embmnm Iry 8lbCnaad 9rr voyor,"Inmr,or arrKW who is aarCwrlmd by &*orb"kwtronrli dvWIwhiMINAon(Irw*Ao ov wum and do*offt01mrnhmdab InftGOmmafll_9am:lbcbw) 02❑A mmmaply ofti rvmdeted Sodbn E for a bui ft bolt it 7tm A(wMroul a FEI444surrd or aommuniy4 nrrred BM or Zone AO. W❑Tho fellow q irrIlDnOlim(Meme CA-01)!a provided for oortl(Mr*fbolplan maragarnem putpooas t �CAI'ERA1rNtlolkit---------- cb'OATEPERhfir;UED _ -..--- SGS Df17f_WdTIfICJ1TE0(COIf'LMIICdO YQ I?._...-. CT This poWN has been rocs]for 17 Naw Conrdructbn (J&bat *J Imgv.onwt M Eliwil on d abb(A kw,"I floor(ind di g bassmerN)of Or bulang I&* _tt(m1 �o (�.IM 1::«(n Z«te AO)dc�Ih Moth g nl gra GuHInG side a: -fib^) DO LOCALaricaniswuaE sl�ru� NMI 101113111111111i . �n/11��� /CITY OF nn 7V� -6 7� 1'Y, 4a4c B�-0;". * Office of BuildingOffi f REQUEST FOR IN C ION Date f 1 Permit No. —� Time A.M. Received .M. Job Address Localit Owner's N amp- Contract r BUILDING NCRETE ELECTRICAL PLUM NG MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating InsulationLintel ❑ Final ❑ Sewer ❑ Fire Place F, Pre Fab READY FOR INSPECTION Mon Tues. Wed. Thurs. FridayP.M. ^((` A.M. �N Inspection Made ko o``►, P.M. Inspector Vii Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF&0wW0- Office of Building Official rn 30 9 ,Z `t REQUEST FOR INSPECTION � ^Q 3 Date -/ Permit No./&— ' 2 9 Time A.M. Received PM. /o3 q mcg Job Addre s orality Owner's Name Contractor IL G CONCRETE ELECTRICAL PLUMBING MECHANI Framing Footing ❑ 0 firing ❑ Air o Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab n n n READY FOR INSPECTION Mon. P14Tue6s \/ I,I\ Wed. Thurs. Friday X\�Y A.M. Inspection Made tZ P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date �j/ /CITY O��F�� Office of BuildingOfficial REQUEST FOR INSRECTION Date_ L (� / Permit No. o� Time A M Received R Job Addrss Locality7� 75ef 7 Owner's�� Name-- Contracts BUILDING CELECTRICALZ:; �.BIN. �.EC.A�NICAL Framing ❑ oon�go Rough Wiring ❑ Rough ❑ Air Cond. & Re Roofing ❑ Slab 'y2" Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel Final ❑ Sewer ❑ Fire Place READY FOR INSPECTION Pre Fab Mon. (Tues.. Wed. Thurs. Friday pM, lob(;t ( � A.M. Inspection Made iL1l�L PM Inspector ` I Final Inspection ❑ Certificate of Occupancy ❑ Date C ow 0e ) CITY OF / P' I&tic4 �- Office of Building Official REQUEST FOR INSPECTI N Date Permit No. Time A.M. Received -34 10 3 o C�6 Job Address _ Locali Owne s � L, ��/��pl` 6 Name Contractor V O�` k BUILDING CONCRETE ELECTRICA PLUM ING MECHANICAL Framing ❑ Footing ❑ oug Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp PoleTop Out ❑ Heating Insulation ❑ Lintel ❑ Finales Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A� Mon. Tues. Wed. Thurs. Friday F1v1� A.M. Inspection Made Q PM. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date OF r �i guild'►n9 -•�► "�ice cf �NSpE�1ON �' FOR permit rlo. ^ `�' focality Date Time ed O MECHANICAL Rece � res Contractor PWMgING Pdr Cond.& s I E`EC(FUCAI' sou9n p FeetiP ace O,N^er s Y 1 CpNCRE?E ❑ Aoucj" le wifn9 O $e pf t pre Fab A M pl Temp IlO1we NG Footing O Final IOtt. Friday 0 Slab ramin9 13 lintel 1 py FOR INSPECT Thurs. Re Roofing p Vccu9ancl n Wed'Tues G ` ` Certificate of O Mon. \ 0 Made pate Inspection Inspec/to/r CITY OF_ nn � e o'f Building Official REQUEST FOR INSPECTION g 9 Permit No. A Dale A.M. Time PAA /> Received 2 ( Locality Job Ad ess Contractor MECHANICAL Own PLUMBING 113ELECTRICAL ❑ Air Cond. & Name _ CONC TE Rough ❑ Heating ❑ BUILDING "' �- TOP Out ❑ Fire Place Footing r Sewer Pre Fab ramin9 ❑ In Slab I Roofing ❑ Lintel I CTI Insulation READY Friday P.M. N4WThurs. C M. Mon. J M. Final Inspection Inspection Made Certificate of Occupancy Ins ct Date 9 Off .e "iid(ng Of �e �Prv►� Ctb REQU STOORaNtZle Date ��" Time A. P.M. Received /n ) V 8 , Ltali � ob Address Own 's �j3 Contractor v Nam BING MECHANICAL BUILDING CONCRETE ELECTRICAL / Air & ❑ Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Heating ❑ Temp Pole ❑ Top Out Re Roofing El Slab C, Final ❑ Sewer ❑ Fire Place El ❑ Lintel Pre Fab READY FOR INSPECTION \ . 1t�daY Mon. �� Wed. M P.M. Inspection Made t Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date CITY OF ..JJ-- 1M l C B�'49&UZ&= ` Office of Building Official x REQUEST FOR INSP ION Permit No. Date-T Time Received lity Job Address Owner's �� Contractor Na BUILDING CONCRTE ELECTRICAL PLUMBING MECHANICAL ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ ❑ Heatin Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out g r_:� Sewer [I Fire Place ❑ Insulation ❑ Lintel ��� Pre Fab PA^04NO7I N A.M. Wed. Thurs. Friday Mon. Tues. I� l� j rNOV 2 L� A.M. Inspection Made J / P.M. . Final Inspection El Inspector Certificate of Occupancy ❑ c�(.� Date �///11''� ����,,� /CITY OF 3 y O 7(p1 fYKanke /34404- Office of Building Official I REQUEST FOR INSPECTION ?) Date / Permit No. `� — Time �lS i 0 A Received ((�,„�� (/L/ PM. Cd Gk's Job Address L a ty Owner's Name Contractor B DING.. CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel 1:1Final ElSewer ElFire Place C Pre Fab READY FOR INSPECTION (SAM A.M. on. A / Tues. Wed. Thurs. Friday P.M. G J A.M. Inspection Made P.M. Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date of i /� g�ild�n9 c;v%O 3 �3 �e of `NSpE ~ aEavEs� F• petm�t tAo l/ / A M /J/`••� Loca\\ty ECNAN�CAL c pateM 2 Cond,& Aecewed ' conttacto PwMB�NC" G Neatm9 C O Pace fob dress E�FI\CA�- O TOP 0%3k O pte Fab E o\39h WU\n9 Se er pM. OW is CpNCR �emP Po\e Friday Nam - Fooun9 C Fina\ �L�WG O g\ab C' FpFI\NSpE lwos. 8 FiEAp� F�amm9. Unte\ Rooim9 O Wed. Fe n pM. wSPecbon t\o c '(nes F���t\cate of Oc6�Pan Date Mon' ade \nsPecCwn \nsPecto y CITY OF Tch -7G Office of Building Official Date REQUEST FOR INSPECTION /y`�D O / P Time PermitNo.�� Received A.M. C Q P.M. Job Address Owner' Locality Name CUI Contractor CONCRET ELECTRICAL rammg PLUMBING Re Roofing G Footing MECHANICAL Slab Rough Wiring Insulation C mp Pole Rough Lintel TeC' Air Cond. & ❑ ❑ Final Top Out ❑ Sewer Heating READY FOR INSPECTION ❑ Fire Place El Tues. Mon. Pre Fab Inspection Made Wed. Thurs. Friday A.M. A.M. Inspe r P.M. \ Final Inspection Certificate of Occupancy Date CITY OF 14&4x& Be CA-�latsd� Office of Building Official c J REQUEST FOR INSPECTION Date _ —+' 0 Time 3 Permit No. Received A• L— ass Owner's L ality Name lL BUILDING Contractor CONCRETE ELECTRICAL ' Framing ❑ Footing ❑ PLUMBI MECHANICAL Re Roofing ❑ Slab Rough Wiring ❑ Rou h Insulation ❑ Lintel ❑ Temp Pole ❑ ❑ Air Cond. & ❑ ❑ Final ° ❑ Heating ❑ Sewer ❑ Fire Place ❑ REA INSPECTION Pre Fab M. Mon. Tues. © Wed. Thurs.( Friday Inspection Made \ A.M. Inspector RM. S Final Inspection ED-/_ 0 8 `3 Certificate of Occupancy ❑ P `J Date � �� /�CITY OF /� 4 4&44t��c /3 -"t Office of Building Official �/ REQUEST FOR INSPECTION �" Date l _ ` - Q � Permit No. ` 2 v 77 Time A.M. Received P Locality Owner's Zdress Name �/1L�// Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out `��yt _ ❑, Heating Insulation ❑ Lintel ❑ Final ❑ Sewetr \J�� Fire Place ❑ Pre Fab READY FOR INSPECTION L Wed A.M. Mon. ues:(( Thurs. Friday PM. Inspection Made t �'rJ�V V A.M. P.M. Inspector_ Final Inspection ❑ Certificate of Occupancy ❑ Date Book 10141 Page 1869 . r MSN. At f uk FLA.1977 LA\\'S *0��� ! .1 FS 713.13 —tkkArA�L-L RAMCO FORM 409 Notice Of Commencement (Prepare in Duplicate) To whom It may concern: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Description of property................� . j. .�................................ � . 00H �....................................................J�..... 5 ..... ....................................................................................... ...................... ..................................................................... General description of improvements .�l f .... ktL ...,,,,..,, ,,,,,,,,,,,,,,,,,•„•,•,• . „ „ ... .... Owner.. .�.... ._.J��` 1.J11..11 ...................................................................................................... Address ... 4 \ Owner's interest in site of the improvement .......IF'SLux—nfzl6z................................... ............................ J Fee Simple Title holder(if other than owner) Name ........................................................................................................................................................................... Address ... ........ �^ Contractor .. 1�1.,. -K ... 1.. ... Address .. .. .. ... ...-( ? �`.,lQ ,.... .! ..... 2 �................f• Surety(if any) ............................................................................................................................................................. Address................................................................................................................ Amount of bond$ ....................... Any person making a loan for the construction improvements: Name ........................................................................................................................................................................... Address ....................................................................................................................................................................... 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)(h),Florida Statues. (Fill in at Owner's option). Name......................................................................................................................................................................... Address ...................................................................................................................................................................... This space for recorder's use only ;,.L-1 .............& ............................ Owner oq 2001227062 ook: 1 O 141 Sworn o and subscribed before me this /Q da pin\�`'ttl�t th�h Pa e: 1869 ( �o` p4,;'S• Cp,��4/// Filed 8 Recorded ••;'o�A\ISS! fir';9.ji/ice 09/10/2001 04:01:53 PM JIM FULLER Py��st t ?AAs CLERK CIRCUIT COURT DUVAL COUNTY Notary Public z TRUST FUNDS 1.00 ��; #DD 031 Gg •4� RECORDING f 5:00 ;4, % �mo• o\��� I(ISi CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 2475877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22829 Address: 1034 STOCKS STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): 6 Block: 186 Section:H Square Feet: Subdivision: MARSH OAKS Est. Value: Parcel Number: Improv. Cost: 118,208.00 OWNER INFORMATION Date Issued: 10/11/2001 Name: BENNETT, KEVIN W. Total Fees: 3,663.09 Address: 4429 JIGGERMAST AVENUE Amount Paid: 3,663.09 JACKSONVILLE, FL 32277 Date Paid: 10/11/2001 - ' Phone: 904)7440747 Work Desc: CONSTRUCT NEW NOME PER_PLA RADON 1484 SCHG 1934 TRACTOR(S). KATION FEES ---T9-1 b0 KEVIN WPERMIT. BENNETT WATER IMPACT EE x� 410.00 SEWER IMPACT 1,250.00 z WATER METER/TA 85.00 7.05 RADON GAS-H.R S RADON CAB 5% .0 0.37 ,. ' 325.00 CAPITAL IMPROVE. 35.00 <;: .,:CROSS CONNECTION 750.00 SEC H IMPACT FEE 5aF CONST.SURCHARGE I.• 8.70 SCHARGE/ATL.BCH. _ 0.97 �4 TREE BARRICADES tN _.. — COVER U. - COVER UP ar ' OVER UP FRAMING GERTIFfOCC>JPANCY FINAL BUILDING, 9ERT[F/OCCUPANCY INSULATION y NOTICE- INSPECTIO_ UST BE REQUESTED AT LEAST 24 HOURS PMOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND.DEBRIS FROM THIS WORK MUST NOTLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AY BY EITHER CONTRACTOR O ER "FAILURE TO COMPLY WITH-T.M CQNSTR�lf3 QN" �C RESULT IN THE ING=jINICE*OR�'U1L 1 . PROPERTY OWNER PAY ISSUED ACCORDING TO APPROVED PLANS-WHIC AR AftTF- S`-PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS Ot Operator: CHERYLE I AT TIC BEACH B ILDI Date: 18/16/81 61 Receipt: 8884284 Total Payment _$3663.89 CITY OF ATLANT�I�C BEACH PERMIT CALCULATION SHEET Address ZD 3 J Ta C k -5 S Date _S-"Z q -O Heated Square Footage ����" @ $ 0 40 per sq ft = $ /031000 Garage/Shed y� Q @ $ �9 Q per sq ft = $ /3 QJ 0 Carport/Porch '7- P @ $ Qd per sq ft = Deck Q @ $ per sq ft = $ Patio LIV @ $ 41r per sq ft = $ S76 TOTAL VALUATION : $ ;00V Total Valuation 1st $ /001600 Remai ing Value $ per thousand o portion thereof TOTAL BUILDING FEE $ 77 + 1/2 Filing Fee $ 2-J- ( � ) Fireplaces @ $15 . 00 $ / BUILDING PERMIT FEE $ 7 ? WATER IMPACT FEE $ 4//0 SEWER IMPACT FEE $ 2 U WATER METER/TAP $ � CAPITAL IMPROVEMENT $ 3 2 )r SEWER TAP $ kqf�' RADON (HRS) . 0050 $ .0 3 SECTION H PAVING (SD' ) $ v HYDRAULIC SHARES CROSS CONNECTION $ sj c3(�- SURCHARGE . 0050 $ `} OTHER $ 'd GRAND TOTAL DUE $ 3 G G 3 _d 2 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : PROPERTY DESCRIPTION Lot #_�, Block #/Sk, Section # R ,71 ,, Subdivision: � RA( py��� Street Name, DESCRIPTION ©F- VOAK or Address:�o�qSI S `(-- City bf \ (If in a FLOOD HAZARD �tlali<<C Flood Zone: area complete page 3) PI- 114 �iR� BeaCh. JI'l Brief Description Class of Work: (New/ Remodel/Addition: ZONING INFORMATION Type of Construction: Zoning Proposed District: Use:_ Estimated Value $ � � Exceptions or Variances Materials:LXX[f 5RICd '-�?� � � Granted: O �� rc Solid or Filled Ground:_-somr) Roof: 3-748 SES Method of Heating: f•%-t- APLI'..n OWNER INFORMATION Property Owner: K/—C-� 414 Phone: Mailing Address f/l,L?C3' zip:_ 3 ?7 CONTRACTOR INFORMATION Contract Phone: `V`f ^7L Mailing Address: _ �4X Zip j=7-7 STATE LICENSE NO: C l� S Expiration Date:_ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO -BE TRUE AND CORRECT. ALL PROVISIONS- OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF'WORK . WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISc L /lfIIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT.AND �$ AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Q;�b�\SSIONF�a% V� �St 18',po : -Z . a } , -- / Ow V 1 Oc�rle�f S atuA � � I ��� DATE R • �� *DO 03154b X'A ;: `Fature___;:2 DATE / )•- r SWORN TO AND SUBSCRIBED BEFORE ME BY A/ THIS _ _ DAY OF _ p n 4-94.- NOTARY PUBLIC MAP SHOWING BOUNDARY SURVEY OF LOT 6 BLOCK 186 ACCORDING TO THE PLAT OF SECTION "'W" ATLANTIC REACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: UEVIN BENNETT. 0 N I I L1co ,-n cb 0 10,9' (R) 101.76' (M) O O J I i `s 0.2' - ° Y 112"REBAR �O 0.2' ASSOC.SUR. O P L.B.5488 O 1/2,, O g00 o � m V AGANT �o D0T o yo i � � I o h � OT0 a, J14" � 0.2' 1)6 A SSOC.SUR. Ir o L.B.5488 1/2„ 101.77' (M) 00 102' (R) m m m o 102.20' (M) 101.69' _ J 102' (R� •— � 102' (R) 112.. 514" WEST 9th STREET (50' RIGHT-Of WA Y� GENERAL NOTES, R V E Y O Q 1. ANGLES ARE SHOWN FOR THIS SURVEY. S 2.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE SAS BEST r� DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO-.---!-- DATED 04-17-1989_ ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND do ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. w4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. + JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE S 904--771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. J 7 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. p S S V 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A CERiiFICAIL OF AUTHOkIZATION NO. LB 0005488 FLORIDA LICENSED SURVEYOR AND MAPPER. LEGEND/AWREVIATIONS I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY O SET IRON PIPE OR REBAR P.C. = POINT of CURVE COV'D = COVERED "ASSOC.SURVEY" OR L.B.5488 PIT. = POINT OF TANGENCY CH = CHORD DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL 0 FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE STANDARDS FOR LA"JD SURVEYING PURSUANT TO CHAPTER N FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE HOLE C L = CENTER UNE R/W= RIGHT OF WAY 61G1 –6, FLORIDA ACMIN15Ti TION CODE�GHAPTER 472, F.S. �R) CROSSRECORD O(M)RI�MEASURED CONC. = CONCRETE B.T.= BUILDING TIE �CA C =NR CONDITIONER (E.T.) = SAVE TIE -� R =RADIUS L = ARC LENGTH ^ ®O.R.B.=OFFICIAL RECORD 800K =WATER METER -49,= UTILITY POLE BY: CHARLES L. STARLINGO.R.V. =OFFICIAL RECORD VOLUME P.EO. =POOL EQUIPMENT += GUY ANCHOR FLORIDA CERTIFICATE NO. - 4579 M,–PERMANENT REFERENCE MONUMENT –O.U.–=OVER HEAD UTILITIES NGRE NENLINK FENCE 28002-6 DATE 07-14-2001 B'T.L. BUILD WIRE E.B = ELECTRIC BOX JOB N0. _ ICTORMERdPAD W— SCALE: I" = 20' DRAFTER 7 Z 3Gltl J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY 0-0 WOOD FENCE BTN. = BETWEEN CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX 247-5877 - --- - -- ' PERMIT INFORMATIQN ----------LOCATff�fil`3RIVIATtiWi; ---- _---- ----- Address: 1034 STOCKS STREET Permit Number: 23093 ATLANTIC BEACH, FL 32233 Permit Type: MECHANICAL Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: MARSH OAKS Est. Value: __Parcel Num_b_er:_ _ _ Improv. Cost: OWNER INFORMATION___ D� Issued: 12/03/2001 Name: —NNETT, KEVIN W. Total Fees: 62-00 Address: 4429 JIGGERMAST AVENUE Amount Paid: 62.00 JACKSONVILLE, FL 32277 _Date Paid: 12/03/2001 Phone: 904)744-0747 Work Desc. INSTALL HVAC 62.00 AIR FLOW DESIGNS, r AM '' yt -t .mom kK. a� ROUGH MECH 4 j CTION T } _ NOTICE BUILDING MATERIA I` MktS1QTl PM CEJ tAt' LIC SPACE, AND MUST_BE CLEARED V" " _ "FAILURE TO COMPL F St IN THE PROPERTY OWNER PA AND SUBJECT TO REVOCATION ISSUED ACCORDING TO APPROV FOR VIOLATION OF APPLICABLE PRO - _ _ r $62,00 14 �T ATLANTIC BEACH BUILDING DEPT. Date: 12;04101 01 Receipt: 13016035 t535 ----- 00100003221000 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER- IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: 10-314 Stock 51fffcEe OF Intersecting Streets: Between _ — And BUILDING Subdivision II. IDENTIFICATION — To be completed by all applicants In bed in Ike abcve heby e to said rk in accordance witho othe artta1coftedfplans 't gien for andvspec specifications whe wrkhichoareaa pas f t rthe hereof and in accordancenwilh Ike CityaofeJacksonvillemoordinnances and standards of good practice listed therein. Name of Mechanical Contractors CA /1(L NJ 10 Contractor (Print) �(,� 0 Fc as Master (J`(�C Name of Property Owner aLc`lt alknv� n�� Signature of Owner Signefure of or Authorized Agent Architect or Engineer III. GDENEftAL INFORMATION A. B. Type of heating fuel: IS OTHER CONSTRUCTION BEING DON ON THIS BUILDING OR SITE 7 Electric JJ❑"" Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUtA�F�O�Co►tS�TRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATU OF WORK (Provide complete list of components on beck of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recened -WICentnl O Roor w Building , Air Conditioning: ❑ Room --El �Centrel ❑ Existing Building ❑ Duct, System: Materiel Thickness ❑ Replacement of existing system 1 CyC� Maximum capacity c.f.m. �ew installation(No system previously Installed) ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ---- – ❑ Cooling tower: Capacity 9'p-m' –.– -------- -----------_--_-- ❑ Fire sprinkle": Number of heads ❑ Hwator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Red) ❑ Tenks (number) Remarks ❑ LPG containers -.(number) ❑ Unfired pressure veuoi Q Permit Approved by Data ❑ toile" �\ 1 G (�/��r lr Permit Fra ,Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capaoity AppFpr+vinS Number Unita Description Model Number Manufacturer (Tbns) =cy I .Ai"N(: FURNArFS, g",1 EI` F::.E;LACES Capacity Approvtag Number Unita Description Mc4el Number Manufacturer ( 1) Amy TANKS Serial Apggr-o-vinb Row Many Noceinal Capacity Type Liquid Name of No. ^6c-"'c1 and Dimensions ContalnedManufacturer _-- ---------- - CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 " PLUMBING PERMIT ._LOCATION INFORMATION PERMIT INFORMATION ---- -- Permit Number: 22877 Address: 1034 STOCKS STREE Permit T PLUMBING ATLANTIC BEACH, FL 32233 Type: Township: Range: Book: Class of Work: NEW Lots Block: Section: Proposed Use: SINGLE FAMILY Subdivision: MARSH OAKS Square Feet: Parcel Number: Est.Value: OWNER INFORMATION Improv. Cost: Name: BENNETT, KEVIN W. Date Issued: 10/18/2001 Total Fees: 60.50 Address: 4429 JIGGERMAST AVENUE Amount Paid: 60.50 JACKSONVILLE, FL 32277 Date.Paid: 10/19/2001 Phone (904)744-0747 Work Desc: INSTALL PLUMBING PLICATION FEES CONTRACTORS 60.50 J.D. VAUGHN &SONS PLUMBING "- k } i 2 p COVER UP FINAL 25 ' "7 y� ` X.: ' "x•-arab, NOTICE- IN INION; _T #� lF. TED AT .EAST 24 HOURS,P I TO ISPECTION BUILDING MATERIAL,' K-..-MU :BE PLACED IN PUBLl C SPACE, AND MUST BE -- R =t1IQIAGOR OR OWNER "FAILURE TO COMPLY WI C. T N SULT IN THE 59 PROPERTY OWNER PAYING :, D S ISSUED ACCORDING TO APPROVED PLANS W THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. --_ 66L 5114 ATLANTIC BEACH BUILDING DEPT. _ Dat X19/61 11 Receipt: 111=79 CITY OF ATLANTIC REACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 1D,3 y OWNER OF PROPERTY: ��/J//f 1i(� �P�I�C TELEPHONE NO.177'7 PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : aey� 16111""laln ' STATE LICENSE NUMBER: �Lf/ O 60 TELEPHONE: U //ed,33 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES : 13 x $3 . 50 + $15 . 00 D 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 ---------------------- CITY OF ATLANTIC BEACH I DEPARTMENT OF BUILDING 800 Seminole Road- Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION _ LOCATION INFORMATION _ Permit Number: 22890 Address: 1034 STOCKS STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Township: Range: Book: Class of Work: TEMPORARY POLE Lot (s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: MARSH OAKS Square Feet: Est. Value: _ Parcel Number: . _ ---- ----- Improv. Cost: _ _ OWNER INFORMATION Date Issued: 10/19/2Q01 Name: BENfill KEVIN W. Total Fees: 25.00 Address: 4429 JIGGERMAST AVENUE Amount Paid: 25.00 JACKSONVILLE, FL 32277 Date Paid: 10/19/2001 _ e: (904)744-0747 :. Work Desc: 50 AMP TEMPORAR A. -- LIGATION FEES f CONTRALTO 25.OQ MOORE ELECTRICAL CONT., - s mv . ' Fx yffi K ' "G'.• i+y+}e8j _�.. § 'S ���f fy S f r"4 "�' �v •>� t � � it � � 7� jig Inscions Required FINAL ELECTRIC77 HIM NOTICE- INS '_ CTIONS i T B REQUESTED LEAS`" 4 HOURS�RtOR TO t�ISPECTION j BUILDING MATERIAL, BISH EBR1S FROM THIS WORK MUST NOT CED IN PUBLIC SPACE, AND MUST BE CLEARED UP D HAUGED'`AtAX BYT1ERTTQR O A "FAILURE TO COMPLY WITTH T tl h RESULT 1N THE PROPERTY OWNER PAYI1 WICE t3 — -- ISSUED ACCORDING TO APPROVED PLA R F ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS _ ktm 19/19/11 #1 %ceipt IB All AIS 14 ATLANTIC BEACH BUILDING DEPT. �7e N1l1113i'�iM1 Jun 06 01 02: 35p Building Department 904-247-5805 p- 1 CITY OF ATLANTIC BEACH, FLORIDA E= APPLiCA710N FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ^^ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELE / IC1AN SIGN` RE �/ NAME ADDRESS: v � "'`" Csi RFD BOX BLDG.SIZE BETWEEN: RES.( ) APT.( 1 COMM.{ 1 PUBLIC( I INDUS.L ) NEW( I OLD ( ) REW.( 1 ADDITION ( I TRAILER ( ) TEMP. ) SIGNS I 1 SQ.FT. FEE SERVICE: NEWY) INCREASER ) REPAIR ( I CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ) AMPS PH W VOLT RACEWAY SWITCH OR BREAKER EXIST.SERV.SIZE AMPS PH W! VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED I OPEN TOTAL CONCEALED OPEN TOTAL RECEPTACLES st.�oo AMPS. 0-30 AMPS. � I SWITCHES INCANDESCENT FLUORESCENT&M.V. I FIXED O.I00 AMPS. OVER BELL TRANSF. APPLIANC£9 AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS I,CEIL HEAT: KW-HEAT OVex MOTORS N.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS V UNDER 600 . II OVER 600 V. TRANSFORMERS: NO. KVA f NO. KVA NO.NEON TRANSF. NO. �VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN - FORWARDED tTOAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233- Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT _ LC_JCATION INFORMATION--- PERMIT INFORMATION —__----- -- Address: 1034 STOCKS STREET Permit Number: 22863 ATLANTIC BEACH, FL 32233 Permit Type: ELECTRICAL Township: Range: Book: Class of Work: NEW Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: MARSH OAKS Square Feet: _Parcel Number: ___ _ _ __--__---- Est. Value: - Improv. Cost: ( — OWNER INFORMATION_ _— Date issued: 10/16/2001 Name: BENNETT, KEVIN W. Total Fees: 45.00 Address: 4429 JIGGERMAST AVENUE Amount Paid: 45.00 JACKSONVILLE, FL 32277 Date Paid: 10/16/2001 4x_> Phones X904)744-0747 Work Des_c: NEW 150AMP/1 PHl3W/ V ERA EW- - / - - AP ATION FEW— in S 1T 3 - 45.00 MOORE ELECTRICAL CONTE C ; ' x. -- . aired - ,, ;".. - - .& rye 4 k -'--.,^Gs•"��Aro'.a°` �-`sx- ,.Y'd..r „ zi. �.ae " v� a ��`f>�-s�S�•.. --°i rs � z-'�$y.�a.�§'y,.' ��.R�. e M+�. Y: € 1 �„ s _- 5 NOTICE - INS�CTIONS MUST BE REQUESTED AT LEAST 24 HOURS:PRIOR TQ`INSPECTION RUBBISH AND pEBRIS FROM THIS WORK MUST NOT*PLACED� BUILDING MATERIAL, RUBtN PUBLIC SPACE,AND MUST BE CLEARED UP ARD,HAULED EtTHF,.R eQ NTRACTO OR OWNER RESULT 1N THE i "FAILURE TO COMPLY WiHE _ ISS , UT1E?I LEI _" TY OWNER PAYING D N+G imp PROPER It�tS ., HISPERMITAND SUBJECT TO REVOCATION ISSUED ACCORDING TO APPROVED OF PPLICABLEPROVISIONS OF LAW. FOR VIOLATION fCT 16 2f CK# C f45.M 14 A TIC//B AC BUIL ING DEPT. Rates 18/16/91 81 Receipts 8814ri1S —__- 98118183Z�1889 Jun 06 01 02: 35p Building Department 9047247-5805 P• 1 Ilk CITY OF ATLANTIC BEACH, FLORIDA E:= APPLICATI0N FOR ELECTRICAL PERMIT 0 I _ UD TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,�----` 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 AREA PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 01 e. l;l cc�r Tic . ELECTRICAL FiRM: . MASTER EL M NA�T�7UR�E� NAME ' ADDRESS: 5 65�_ RFOBOX BETWEEN: BLDG,.SIZE RES.It,/ , 1 APT.( I COMM.( I PUBLIC( ) INDUS.( 1 NEW(1 OLD( 1 REW.( I ADDITION( I TRAILER 1 1 TEMP.( ) SIGNS ( T SO.FT. F£E SERVICE: NEW( ) INCREASE( ) REPAIR( 1 CONDUCTOR SIZE AMPS X COPPER 1 I ALUM.11 ----�— SWITCH OR BREAKER AMPS PH W OVOLT RACEWAY PS PH W VOLT RACEWAY EXIST.SERV.SIZE FEEDERS NO. size NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL CONCEALED OPEN TOTAL RECEPTACLES �,.10o wMPs. 0-30 AM P9. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS, OVER BELL TRANSF. APPLIANCES AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT �i atl OVER MOTORS H.P. VOLTAGE PNS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S TOTAL FEES CITY OF tlanttcc �eac� - Cauda 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX (90 247-5805 SUNCOM 852-5800 DATE 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/� // Please call me at 904-247-5826 if you have any questions. Si ly, Q� ATLANTIC BEACH BUILDING DEPARTMENT CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 - _ - - TELEPHONE(904)247-5800 FAX(904) 247-5805 - - \-, , SUNCOM 852-5800 DATE 10_ 2 5-Cj JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1488 Builder: QUALITY REMODELIN AN Address: Permitting Office: City, State: Permit Number: Owner: KEVIN BENNETT Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:28.2 kBtu/hr - 3. Number of units,if multi-family 1 _ SEER: 10.00 - 4. Number of Bedrooms 4 - b.N/A - 5. Is this a worst case? Yes - - 6. Conditioned floor area(ft2) 1484 112 c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 R2 _ 13. Heating systems b. Clear-double pane 157.0 ft2 _ a. Electric Heat Pump Cap:29.0 kBtu/hr - c. Tint/other SC/SI IGC-single pane 0.0 ft2 _ HSPF:7.20 - d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A - 8. Floor types - - a. Slab-0n-Grade Edge Insulation R=0.0, 197.0(p)ft - c. N/A - b.N/A - - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0, 1023.0 112 _ EF:0.86 - b. Frame,Wood,Adjacent R=11.0,358.0 ft2 - b.N/A - c. N/A - - d.N/A - c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,1505.0 ft2 - 15. HVAC credits _ b.Under Attic R=19.0, 122.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 1.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as-built points: 22569.00 PASS Total base points: 23804.00 I hereby certify that the plans and specifications covered Review of the plans and fKE Sr4?, by this calculation are in compliance wit#rXhe Florida specifications covered by this / Energy Code. calculation indicates compliance / / with the Florida Energy Code. Ilfll "• PREPARED BY: '' _ Before construction is completed a DATE: i this building will be inspected for a I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida erg C e. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: © - -0 EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1484.0 33.05 8829.6 Double,Clear NE 1.0 7.0 20.0 28.72 0.98 565.7 Double,Clear E 1.0 7.0 5.0 40.22 0.98 197.5 Double,Clear S 1.0 7.0 5.0 34.50 0.97 166.8 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SE 1.0 4.0 6.0 40.86 0.88 216.6 Double,Clear SE 1.0 7.0 15.0 40.86 0.98 601.2 Double,Clear NW 1.0 3.0 5.0 25.46 0.87 111.3 Double,Clear NW 1.0 6.0 20.0 25.46 0.97 496.1 Double,Clear NW 6.0 7.0 36.0 25.46 0.66 608.5 As-Built Total: 157.0 4630.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 358.0 0.7 250.6 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1 Exterior 1023.0 1.70 1739.1 Frame,Wood,Adjacent 11.0 358.0 0.70 250.6 Base Total: 1381.0 1989.7 As-Built Total: 1381.0 1989.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1488.0 0.60 892.8 Under Attic 30.0 1505.0 0.60 903.0 Under Attic 19.0 122.0 1.10 134.2 Base Total: 1488.0 892.8 As-Built Total: 1627.0 1037.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 197.0(p) -37.0 -7289.0 Slab-On-Grade Edge Insulation 0.0 197.0(p) -41.20 -8116.4 Raised 0.0 0.00 0.0 Base Total: -7289.0 As-Built Total: -8116.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1484.0 10.21 15151.6 1484.0 10.21 15151.6 EnergyGaugeO DCA Form 60OA-97 EnergyGaugeO/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , $ 1 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1484.0 9.76 2608.4 Double,Clear NE 1.0 7.0 20.0 13.40 1.00 267.8 Double,Clear E 1.0 7.0 5.0 9.09 1.01 46.0 Double,Clear S 1.0 7.0 5.0 4.03 1.01 20.3 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SE 1.0 4.0 6.0 5.33 1.10 35.1 Double,Clear SE 1.0 7.0 15.0 5.33 1.03 82.0 Double,Clear NW 1.0 3.0 5.0 14.03 1.01 70.6 Double,Clear NW 1.0 6.0 20.0 14.03 1.00 280.6 Double,Clear NW 6.0 7.0 36.0 14.03 1.02 516.4 As-Built Total: 157.0 1648.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 358.0 3.6 1288.8 Frame,Wood,Exterior 11.0 1023.0 3.70 3785.1 Exterior 1023.0 3.70 3785.1 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8 Base Total: 1381.0 5073.9 As-Built Total: 1381.0 5073.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 1806.0 Under Attic 19.0 122.0 2.00 244.0 Base Total: 1488.0 1785.6 As-Built Total: 1627.0 2050.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 197.0(p) 8.9 1753.3 Slab-On-Grade Edge Insulation 0.0 197.0(p) 18.80 3703.6 Raised 0.0 0.00 0.0 Base Total: 1753.3 As-Built Total: 3703.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1484.0 -0.59 -875.6 1484.0 -0.59 -875.6 EnergyGauge&DCA Form 60OA-97 EnergyGauge®lFIaRES'97 FLRCNA-200 FORM 600A-97 WATER IDEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7053.1 5766.5 10984.0 23803.5 5294.9 6034.5 11239.4 22568.9 EP A S I0 E srgT�o� %v C00 E EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: Base.bld 12/1/00 For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT) By: AIR FLOW DESIGNS 5615 ST.AUGUSTINE RD. JACKSONVILLE FL 32207 (904) 398-0831 Job Wthr Jacksonville_AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 97 Deg F Inside db: 72 Deg F Inside db: 78 Deg F Design TD: 40 Deg F Design TD: 19 Deg F Daily Range M Rel.Hum. : 55 % Grains Water 37 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 31482 Btuh Structure 17667 Btuh Ventilation Air 262 CFM Ventilation 2278 Btuh Vent Air Loss 11528 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 43010 Btuh Use Mfg.Data n Rate/Swing Mult. 1.00 INFILTRATION Total Sens Equip Load 19946 Btuh Method S imp 1 i f i ed LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 1 Internal Gains 1265 Btuh Ventilation 2742 Btuh HEATING COOLING Infiltration 2744 Btuh Area(sq.ft.) 1484 1484 Tot Latent Equip Load 6751 Btuh Volume(cu.ft.) 13059 13059 Air Changes/IIour 1.2 0.5 Total Equip Load 26697 Btuh Equivalent CFM 262 109 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model FA4ANF030 Model 38YCCO30 Type HEAT PUMP Type SPLIT DESIGNS Efficiencv/HSPF 7.20 COP/EER/SEER 10.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 29000 Btuh Latent Cooling 0 Btuh Heating Temp Rise 26 Deg F Total Cooling 28200 Btuh Actual Heating Fan 1000 CFM Actual Cooling Fan 1000 CFM Htg Air Flow Factor 0.032 CFM/Btuh Clg Air Flow Factor 0.057 CFM/Btuh Space Thermostat Load Sens Heat Ratio 82 MANUAL J:7th Ed. RIGHT-J:V 1 3.0.11 S/N 11786 Printout certified by ACCA to meet all requirements of Manual Form J Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Ed. RIGHT-J: 3.0.11- SIN 11786 1 Name of Room Entire House MBR MBTH WIC 2 Running Ft.Exposed Wall 118.0 Ft. 1 4 3.0 Ft. 8.0 Ft. 5.0 Ft. 3 Room Dimensions,Ft. 0.0 t. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit.Option 8.8 heat/cool d 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Built Area Btuh EXPOSURE NO. Htg Clg Length Htg C18 Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 12C 3.6 2.0 1280 raar r*•• 260 arar "•** 69 +arw sear 90 ares ass+ Exposed b 14B 5.8 2.2 0 wars awss 0 srr* swa 0 carr sass 0 was ass Walls and c 12H 2.4 1.4 0 ••`r was 0 +srr raar 0 sas aw 0 ssa www Partitions d 13C 1.4 1.3 350 wrrs rr+r 170 •«"" *••• 0 *•*• •••• 0 *•*+ qa e 13H 1.1 0.8 0 arr+ Darr 0 r►rw as 0 rrs+ was 0 srws raww f 0.0 0.0 0 ►sos as 0 sras rrwa 0 +war rasa 0 ►srr as 6 Windows and a lI 38.2 '• 121 4627 ••+" 20 765 "•' 6 229 ••"• 0 0 **'• Glass Doors b 8F 38.2 •* 36 1377 *••• 0 0 *•"• 0 0 a*•• 0 0 `•" Heating a 9H 22.0 •• 0 0 •••• 0 0 *•r* 0 0 r"• 0 0 ss** d 7L 26.0 s• 0 0 •'•• 0 0 ••'• 0 0 •'«' 0 0 *••• e 0.0 ss 0 0 •*• 0 0 *"* 0 0 •••• 0 0 ••** f 0.0 *• 0 0 s*** 0 0 '•*" 0 0 "'* 0 0 '"'• 7 Windows and North 16.0 5 •••* 80 0 "•"* 00 ***« 0 0 *"* 0 Glass Doors NE/NW 33.0 41 *•*• 1353 20 •*'• 660 6 ••'* 198 0 '••• 0 Cooling E/W 46.0 5 *'*• 230 0 rrwr 0 0 ssrr 0 0 raar 0 SE/SW 40.0 106 •'** 4240 0 •••• 0 0 •""• 0 0 •••' 0 South 0.0 0 ww•• 0 0 `••• 0 0 '••' 0 0 •"'• 0 Hort 0.0 0 **** 0 0 •*** 0 0 ••*• 0 0 •••• 0 8 Other doors a 11 E 7.6 4.3 20 152 8 6 0 0 0 0 0 0 0 0 0 b l0A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 1103 3971 2244 240 864 488 58 209 118 40 144 81 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 350 473 441 170 230 214 0 0 0 0 0 0 e 13H1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.31.4 1396 1843 1981 168 222 238 69 84 91 40 53 57 b 16D 2.1 2.3 122 259 278 22 47 50 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 178 5767 0 43 1393 0 8 259 0 5 162 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 00 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0 13 Subtot Btuh Loss=6+8..+11+12 •r*r 29983 raar s►rs 4821 `*•r ••r• 1172 •*rr vara 359 sows 14 DuctBtuhLoss 5•/ 1499 '*•• SY 241 '*•« 5^/ 59 •**• 5Y 18 15 Total Btuh Loss-13+14 "" 31482 •'•• **** 5062 rrss rso. 1231 **** *'•* 377 ***• 16 int.Gains: People @ 300 6 "**' 1650 2 **'* 600 0 **'* 0 0 "•' 0 Appl. ® 1200 1 "*' 1200 0 •"•* 0 0 *"•* 0 0 "••• 0 17 Subtot RSH Gain=7+8.+12+16 •*•• *««* 16061 ••wr wrrs 2508 "'" *r** 484 •'•' ••"• 138 18 Duct Btuh Gain 10Q" **rr 1606 10% *«•• 251 10% ra+. 48 10% ors+ 14 19 Total RSH Gain=(17+18)•PLF 1.00 **!* 17667 1.00 "'« 2759 1.00 ••'* 532 1.00 •••• 152 20 CFM Air Required •'*• 1000 1000 *•" 161 156 •*•• 39 30 '•`• 12 9 Printout certified by ACCA to meet all requirements of Manual J Form Base Job# Zone: Entire House 12/1/00 MANUAL.J:7th Ed. RIGHT-J: 3.0.11- SIN 11786 1 Name of Room BTH2 NOOK / KIT DIN 2 Running Ft.Exposed Wall 6.0 Ft. 10.0 Ft. 28.0 Ft. Ft. 3 Room Dimensions,Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. x Ft. 4 Ceiings,Ft Condit.Option 8.0 heat/cool 10.0 heat/cool 10.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg CIS; Length Htg Clg Length Htg Clg Length Htg CIS 5 Gross a 12C 3.6 2.0 48 +•rr rwww 100 •*"* •'*• 100 r+» •»+ *»* a*+ Exposed b 14B 5.8 2.2 0 »rr w»s 0 swsw wrwr 0 rw» »+r •»r s»+ Walls and c 12H 2.4 1.4 0 »rr *«rs 0 w+» rrrr 0 r»r rrrr »ws r»+ Partitions d 13C 1.4 1.3 0 **» r►«r 0 rrrr srrr 180 •+*" ""• rr«r ++» e 13H 1.1 0.8 0 carr roar 0 aa» wrrr 0 r*rr »» ++» r»* f 0.0 0.0 0 rrrr »» 0 «««s r»+ 0 »*r rrrr wr» »** 6 Windows and a 11 38.2 ** 5 191 *'*" 20 765 "••* 0 0 *"' •*"• Glass Doors b 8F 38.2 "" 0 () **"• 0 0 ••" 36 1377 •+•• ••'• Heating c 9H 22.0 '* 0 0 '+'* 0 0 *"+ 0 0 '•'• ••*• d 7L 26.0 ** 0 0 *'•• 0 0 "'*• 0 0 •••• '•" e 0.0 *" 0 0 •••• 0 0 ""• 0 0 "'• *'"* f 0.0 ** 0 0 '*"' 0 0 """• 0 0 *"** ••'" 7 Windows and North 16.0 0 •"+" 0 0 "*'• 0 0 **•• 0 **" Glass Doors NE/NW 33.0 0 **"' 0 0 *"'* 0 0 **"' 0 ***' Cooling E/W 46.0 0 +r» 0 0 »» 0 0 s»r 0 »» SE/SW 40.0 5 '""• 200 20 •••' 800 36 •"'• 1440 •'*• South 0.0 0 »►s 0 0 ■»« 0 0 »» 0 »rr Hort 0.0 0 +••• 0 0 •**" 0 0 •**" 0 "••• 8 Other doors a 11E 7.6 4.3 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 43 155 87 80 288 163 64 230 130 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 01 0 Partitions d 13C 1.4 1.3 0 0 0 0 0 0 180 243 227 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilingsa 16G 1.3 1.4 48 63 68 160 211 227 144 190 204 6 16D 2.1 2.3 0 0 0 22 47 50 28 59 64 C 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 6 194 0 10 324 0 28 907 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 5 325 64 20 1301 258 36 2342 464 13 SubtotBtuh Loss=6+8.+11+12 '*•' 929 *"'• •«" 2936 '"'• '•** 5349 •*•+ "•** "•• 14 DuclBtuhLoss 5°i 96 •«*• 5e/ 147 •••" 5'/ 267 *•+* e/ »a 15 Total Btuh Loss-13+14 **•• 975 r«** »** 3083 *••* *... 5616 •*•• •••* •••• 16 Int.Gains: People @ 300 0 ***' 0 0 ••*" 0 0 *'** 0 •'•• Appl. @ 1200 0 •+** 0 1 w►w+ 1200 0 •••' 0 r»r 17 Sublot RSH Gain=7+8.+12+16 wrrr rr«+ 420 ••*' **** 2697 +*rr •«r« 2529 +»r rs» 18 Duct Btuh Gain ldo/ »» 42 l0e/ rsrr 270 l00/ »» 253 19 Total RSH Gain-(I 1.00 *!'• 462 1.00 •••* 2967 1.00 '•*' 2782 ••'• 20 CFM Air Required *+*' 31 26 •'•' 98 166 '•'• 1 178 157 "e'• Printout certified by ACCA to meet all requirements of Manual J Form r SEC 14 -STOCKS S 32-0-0 VJ7 J3 VJ6 - I J2 v1-5 J l I I Tl 4- Tl Tl 3 == I I Ip co T l 2 0 Tl l = I p I I I IT 1 0 I TO —----- Tlg TiD T9 - I � I T F7 =----_ - -- T7 --=- - I �--- - 10-0-0 T�3 - 4-8-0 - T8 - :- T7 -----_ T6 T6 --- T6 T6 W T6 = N 0 t0 T6 0 T5 - 0 T-1- T3 4T3 I T2 I I T 1 VJ5 VJ5 VJ6 — vJ6 VJ7 I VJ7 L C. L L L L L C. L L L C- 32-0-0 • -- o aC',Jl uss y 1e py 0oO-oCnKa/STCO ti: 7Z000988 se61cussype ..ROOFTRUSS s age CICSZR�fCL 9-10-13 --------� _- 910-13 scd••1Zis e 5 t 10 2a� 2t 5-2 3 9 + 1 e 2 e+ A r 5 36 +2 73 3.4= n 9-10-13 -B=TtTT T3 p Se_ --j - in (loc) I/dTLATES GRIP 2-0-0 CSI DEFL 2491190 LOADING (1 SPACING TC 0.53 Vert(LL) 0.05 2-7 >91120 TCLL 20.0 Plat Increase 1.25 BC 0.59 Vert(TI 0.39 2-7 '2 TCDL 7.0 Lumber Increase 1.25 WB 0 18 HOrz(TL) -0.01 6 BCLL 0.0 Rep Stress Incr NO Atrix 1st LC LL tvlin I/deft=240eight:40 Ib BCDL 10.0 Code SBC/SBCCI (M ) BRACING LUMBER TOP CHORD Sheathed or 6-0-0 oc purlins. TOP CHORD 2 X 4 SYP No-2D BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. BOT CHORD 2 X 4 SYP No.20 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2-36510-4-15,6=304/0-1-8.4=145/0-1-8 Max Horz 2=258(load case 2) Max Uplift2=327(load case 2),6--151(load case 3),4=-195(load case 3) FORCES (lb)-First Load Case Only TOPCHORD BOT CHORD 2-11=431,11-12=431,12-13=431,7-13-431.6-7=0 603 0=38,4-5= WEBS 3-7=-476 NOTES 1)dThis truss has been ead load and 5.0 Ps bo tom chord dead.load,I rat from hads generatedurricane oceanli ne,olnlan occupangcy category 1,conround level, dition I ensf closed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to build. If cantilevers exist,they are exposed to wind. If porches exist,they are riot exposed to wind. The lumber DOL increase is 1.33 vAnand the plate grip increase is 1.33 2)Provide mechanical connection y others)of Truss to bearing plate at joint(s)6,4. 3)Provide mechanic--/connection�by others)of truss to bearing plate capable of withstanding 327 Ib uplift at joint 2,151 Ib uplift al joint 6 and 195 Ib uplift at Joint 4. 4)This truss has been designed for both TPI 85 and ANSIlfPI 1-1995 plating criteria. and 5)4 4E ial ha ger(s)ordown and 291 re up att7-2-11 support top cho rd dt a d ad(s)1down 02.81and o21 21b up at .1-6-12,and 27 11b down at up at 4-4-12,and 54.21b dorm at 7-2-11 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASES) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) - Vert:1-5=-54.0.2-6=-20-0 Concentrated Loads Ob) Vert:8=174.0 9=9.3 10=-118.9 11=21.2 12=-142 13=-54.2 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 `1• C4� Uniform Loads(pit G �I Vert:1-2=83.3,2-3=46.9,3-4=43.0,4-5=79,4,2-6=-10.0 �Q�v �IFIC,9 /C9 Horz:1-2=-93.3,2-3=-56.9,3-4=-53.0,4.5=-89.4 Concentrated Loads(Ib) y Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=-47.1 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 NO, 03 r Uniform Loads(pal) Vert:1-2=79.4,2-3=43.0,3-4=46.9,4-5=83.3.2-6=-10-0 .* Horz:1-2=-89.4,2-3=-53.0.3-4=-56.9.4-5=-93.3 A S ATE Q Concentrated Loads(Ib) Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=47.1 OR,O a�4 Continued on page 2 BRED ENG 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 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 installati�n.\�` If IIIB-91 iias not'-can sh?pped to the site w:11111c component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 2\\ y y o�xsTz o runs russ ype ROOF TRUSS 3 1 0001988 VCJ2 �o tional D s ep I e n us nes, no,. u e 9 2 age SOf�I 9-10-13 9-10-13 s<r.•u1.0 . 1.4 1 d i W ' 9 ,b T1 B2 T 6 6 5A= L4= d 2 3.= 10 2.12 12 1 9-10.13 6-0-1 F---- -6� �_T3 -.-_ ae0 ses LOADING (PSI) SPACING 2-0-0 CSI DEFL In (Ioc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Veit(LL) 0.06 2-8 >999 MII20 249/190 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.07 2-8 >999 VVBTCDL 7.0 -0.02 6 n/a BCLL 0.0 Rep Stress Incr NO (Matrix)23 H t LC LL Min I/deft=240 Weight:40 Ib BCDL 10.0 Code SBC/SBCCI BRACING LUMBER TOP CHORD Sheathed or 6-0-0 oc pudins. TOP CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. BOT CHORD 2 X 4 SYP No.21) WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=66/Mechanical,2=466/0-1-8,6=272/hlechanical Max Horz 2-253(load case 2) Max Uplift4=45(load case 3),2=428(load case 2),6=-231(load case 2) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=30,2-9=-881.3-9=-802.3-4=-44 BOT CHORD 2-10=782,10-11-785.8-11=798,8-12 742.7-12=742,6-7=0,5-6=0 WEBS 3-8=256.3-7=-787 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 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 45 ft by 24 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 1.33 and the plate grip Increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Bearing al oint(s)2 considers parallel to grain va -1995 angle to grain formula. Building designer should verify lue using ANSI/TPI 1 capacity of)bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 45 Ib uplift at joint 4,428 Ib uplift at joint 2 and 231 Ib uplift at joint 6. 6)This truss has been designed for both TPI-85 and ANt VTPIconcentrated ntrate plating criteria. at 44-0 on and at 7)Specialand 15.81bgdovm or at 4-4-0,aind(27req it at 75115 on bottom chord. Design fo31unspecified connection(s)is delegated to the 1-6-1 building designer. LOAD CASE(s) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-4=54.0,2-8=-20.0,5-8=-20.0 Concentrated Loads Ob) v. CAA9� Vert:9=3.4 10=15.0 11=-15.8 12=27.1 `r IFjCq�cqy 3 N .4883 S AT OF ED Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 installatidp. If HIB-91 has not bcen shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 2\\ 0 cuss russ ype y y STZal 0001988 J2 ROOF TRUSS 2 1os ep 600us nes, no. u e age °-0-0 3-0-0 sw.•1:1V 3 I 6.0t1 1t I "1 ti T1 Z 91 I UI 4 1 D..= 3-0-0 r- - I EFL in=240 PLATES GRIP ' LOADING (PSS SPACING 2-0-0 CSIVert(LL) n/aMI120 249/190 TCLL 20.0 Plates Increase 1.25 TC 0.1 ) 0.04 TCDL 7.0 Lumber Increase 1.25 BC 0. orz� 0.00BCLL 0.0 Rep Stress Incr YES WB 0. st LC LL Min UdWeight:12 Ib BCDL 10.0 Code SBC/SBCCI (tvlalrix) BRACING LUMBER TOP CHORD Sheathed or 3-0-0 oc purlins. TOP CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D REACTIONS (Ib/size) 3=52,0-1-8,2=21010-3-8,4=28/0-1-8 Max Horz2s139(load case 4) Max UpGft3--50(lood case 2),2=-188(load case 4) FORCES (lb)-Firs;Load Car a Or,',/ TOP CHORD 1-2=33,2-3=-47 BOT CHORD 2-4=0 NOTES N)This truss has been designed for the wind loads generated by 100 mph vdnds al 15 ft above ground level,using 5;0 psf lop chord dead load and 5.0 Psf bottam chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45;,by 24 R With expposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to winad. If cantilevers exist, cy are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 2 Provide mechanical connection by others)of Trus to bearing Pate capablelsof withstanding 50 Ib uplift at joint 3 and 1B8 Ib uplift at 3�Provide mechanical connection by others)of truss to bearing p Jornl 2. 4)This truss has been desicned for both TPI-85 and ANSI/TPI 1.1995 plating criteria. LOAD CASES) Standard F C iA V � 880 STATE OF Q. Apex Technology is a fictitious name wAmed by Jax Apex"recluiology Inc.,a Florida Corporation cis Eo EN�� Florida Engineer Business No.7547-F.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 installat ;�\ If i:::'-91 has;:;t hec;:shipl-ad to the site .lith tl:c component pictured on this pals ,please contact Apex Technology for a free copy 904.241.5200 22\1 1 o�Tr ss JRO1rDF s ypa Y Y TLO ' 0001988 IJ4 TRUSS 7 1 o lienal na u e age ArRSaNaICL`-, 7'0 0 ------_—� ~— 7-0-0 ser.•12u 7 f ' I 6.00 i 3 I i Z 81 7-n-n �1T 05ers,7 r) `_ Jl_ # Dr-pL in (loc) I/dell PLATES GRIP LOADING (psf) .GNG 2-0-0 TC 0.45 Ve't(,L n/a - n/a M1120 249/190 ;r;Increase 1.25 Ver(TL 0.16 1-2 TCLL 20.0 I f >114 TCDL 7.0 cr'r,crease 1.25 BC 0.18 ( 0.00 3 nla rss Incr YES WB 0.00 Horz(TL) Weight:24 Ib BCDL 10.0 c _ SBCISBCCI (Matrix) 1st LC LL Min Well=240 9 BRACING , LUMBER TOP CHORD Sheathed or 6-0-0 oc purlins. TOP CHOi,'� 2 X 4 S'('"' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 IVP t: REACTIONS (Ib/size) 3=17'0-l-,,,2=344/0-3--8,4=6810-1-8 Max Horz2=",! !,ad case 4) Max UpliR3=-1"_t;load case 2),2=-203(load case 4) FORCES (Ib)-First Load C,: ^r�y TOP CHORD 1-2=33,2-3_, BOT CHORD 2-4=0 NOTES ve ground level,using 5.0 psf top chord 1)This truss,has been des", ?F,:r the wind loads generated by 100 mph winds at 15 ft abo dead loa.'and 5.0 psf bc' rJ dead load,1 mi from humcane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 4 I%y': ft vrith exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to Wnd. If cantilevers exist, r y are exposed to vdnd. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip intro:: L'_3 2)Provide mechanical torr ''1�n(!)y others)of truss to bearing plate at joint(s)3,4. 3)Provide rnecl,an:_.ra cr. y others)of Truss to bearing plate capable of withstanding 181 Ib uplift at joint 3 and 203 Ib uplift at )olnt 2. 4)This truss has been dess_ fca both TPI-85 and ANSIITPI 1-1995 plating criteria. LOADCASE(S) Star lard V. CAA IFic No.48 T Q ORIO ED EN 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 This drawing is not sufficient alone for installation. Additional istructions mpanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installatAln. ect Apex Technology for a free copy 904.241.5200 L'I',IP-91 I:^s c n shipped to the site with the component pictured on this pag ,please conta \\ \1 1 fuss ype y y VJS Co1983 IROOF T'WSS 6 1 options i (( F,i 5 32257,G P 4 2 s ep d0 Mi e n us nes, n u e age 5.0-0 5-0-0 SCN.-1:16.1 3 I d 6.00 F12 82 T1 I , 6]zt= BI 2 7.00 71 lx� 1 i 4-3-8 5-0-0 DEFL in floc) Well PLATES GRIP LOA '.r:; (P`� 2-C-0 Cst Vert LL n/a 99 M1120 249/190 TCLL 2C.0 icrease 125 TC 0.20 ( ) 0,04 1-2 >499 TCDL 7.0 Increase 125 BC 0.00 0.01 Horz(�TL)) 0.00 n/a ass Incr YES (M 1st LC LL Min I/detl=240 Weight:181b BCDL 1BCLL 0.0 SGC/SBOC1 (Matrix) -. _...--` ----------- 13RACING LUM- R, TOP CHORD Sheathed or 5-0-0 oc purlins. oc bracing. TOP 2 X 4 S lr BOT CHORD Rigid ceiling directly applied or 6-0-0 D BOT :iORD 2 X 4 SYp do REACTIONS 1 1'..hani<;al,<=23010-3-8,4=6Rv1echanical case 3),2=1-46"i)ad case 3),4=-26(load case 1) case 2=-241(load case 3) FORCE-- - - - - y TOPC. BOT CI:�RC -_- Nc vr.nd loads generated by 100 mph vrinds at 15 ft above ground level,using 5.0 psf top chord 1) loss`:a=_5.0 c:;_ e lose!and;:,ps(L d d ad load,1 ml from hurricane r SBC/SB on an occupancy category h condition i enclose ng,c•;limen--,;,ns 1 ft v.th exposure C ASCE 7-93 per SBCISBCCI If end verticals exist,they are not exposed to li -_,expo_ed to w'nd. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 2)1 to If, s connections. 3) Deafng ) ) c perallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bnauctd surf>.:: 4)Provide n,,=cl.-.n,i;; !con;, n(by others)of truss to bearing plate capable of withstanding 85 Ib uplift at joint 3 and 241 Ib uplift at olnl 2. �On Stan,' 1 :. n Revit r c ,ed. r bold t 1-55.nd ANSI/TPI 1-1995 plating criteria. LC' ._ • CAA IN I C 9/C9y Q V o.4 ST E Q C R10 ED ENG ology is a fictitious name owned by lax Apex TecluTology Inc.,a Florida Corporation er Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. A,' ,r:::_>drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. ite with the component pictured on this pa.-el,pleme contact Apex Technology for a fma copy 904.241.5200 2\\ 0 toss toss ype Y ROOF TRUSS 6 1 0001933 VJ7 (optional) s ep 132000 MiTk n us nes, nc. u e age `A II W 1-0-0 1-0-0 sem-t:ra 3 6.00 F12 a Im T1 R �d l I3" l } 3.00 F12 1_0_0 -! )EFL in (loc) Well PLATES GRIP LOADING (ps0 SPACING 2-0-0 CSI 2491190 TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) n/a X946 M1120 TC 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.02 1-2 BCLL 0.0 Rep Stress Incr YES W6 0.00 Ho LC L Min IOdeft=240 n/a Weight:6 Ib BCDL 10.0 Code SBC/SBCCI (Matrix) LBRACING UMBER TOP CHORD Sheathed or oc purlins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D REACTIONS (Ib/size) 3=-32/Mechanical,2=169;0-3-8,5=1 31M echani Cal Max Herz 2=85(load case 4) Max Uplift3=-32(load case 1),2=-221(load case 4) Max Grav3=83(load case 3),2=1690oad case 1),5=13(load case 1) FC,RCES (lb)-First Load Case Only TOP CHORD 1-2=30.2-3=-44 BOT CHORD 2-5=2,4-5=-1 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceantine,on an occupancy category I,condition I enclosed re C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to building,of dimensions 45 ft by 24 fl with exposu wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 221 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASES) Standard .v' CAA9/ F o. 8 3 AT TE OF c�Q C, ��OR40P Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation S� E G\ Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.520 0 RED N This drawing is not suf iicient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installatNn.\�` If IIIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 \1 \1 1 cuss russ ype Y y T6CRS . 00:0 9S8 T2 ROOF TRUSS 1 1 (optioPen al) s ep D i e nus ne�c. T u e Si T4T:07 2II0T-Page IKUL 23-0-0 32-0-0 9-0-0 9-0-0 9-0-0 14-0-0sx..•,:5s., U8= axe= as II a 5 6 6.00 jig Wa Wa f U47 d Jxa G � r J W2 W2 1 1 ,0 to /3 = 56= 5.6 3.8 5 = I 3x1 3.00 1112 32-0-0 4 3-1 27-5-8 —Pae se s DEFL In floc) Udell PLATES GRIP LOADING (PSO SPACING 2-0-0 CSI >999 M1120 249/190 TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.34 12 >736 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) 00.31 11-1$ n/a BCLL 0.0 Rep Stress Incr YES NIB 0.60 Horz(TL) Wei ht:157 Ib BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/dell=240 9 BRACING LUMBER TOP CHORD Sheathed. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,8=1257/0-3-8 Max Herz 2=-96(load case 2) Max Uplift2=-646(load case 4),8=-646(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056'3-4=-2343,4-5=-261615-6=-2616,6-7=-2343,7-8=-4056,8-9=16 BOT CHORD 2-14=3689,13-14=3465 12-13=2114,11-12=2114,10-11=3465,8-10=3689 -10=991 WEBS 3-14=991,3-13=-1418,4-13=482,4-12=563,5-12=-372,6-12=563,6-11=482,7-11=-1418,7 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 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 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to vrind. If cantilevers exist,they are exposed to Wnd. If porches exist,they are not exposed to Wnd. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)Provide adequate drainage to prevent vmler ponding. 4)Bearing at joint(s)2,8 considers parallel to grain value using ANSIfTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift a joint 8. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard CAA Q ��(IF,C F 4 8 ST E 0 F s,�Z ORAD \��Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation EO ENG Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 installat�in.`�` �1 If IIIB-91 has not been shipped to the site with the component pictured on this pagt,please contact Apex Technology for a free copy 904.241.5200 \\ o 5 Truss cuss ype y Y 0001988 T4 ROOF TRUSS 1 1 o tional 4.201 s ep 0 I e industries,Inc, I h-u­F-eb-Z8-Tf'.-4T-'-T:::-9-' 13-0-0 19-0-0 32-0-0 6-0-0 13-0.0 13-0-0 4x8= 5.5= 5 4.5-1 6.00 F12 4 3 WS a 2.4 I I W3 W3 2x4 II 6 3 7 I� 2 13 12 11 1011 1{ 1 6x12= 3.4= 5x6= 5x12= 316 3.0 s 3.00 F12 4-3-8 27-8-8 32-C C ae ses [50580241 IbULtSu[4 I[v-guuou LOADING (pSO SPACING 2-0-0 CSI DEFL In (IOC) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.30 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.56 13-14 >675 BCLL 0.0 Rep Stress Incr YES WB 0.60 Hot LC LL 0.30 Min Well=9 n/a Weight:166 Ib BCDL 10.0 Code SBC/SBCCI LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,9=1257/0-3-8 Max Herz 2=-1340oad case 2) Max Uplift2=-646(load case 4),9=-646(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-4017,4-5=-1795,5-6=-1618,6-7=-1797,7-8=-4017,8-9=-4056,9-10=16 BOT CHORD 2-14=3689.13-14=2112,12-13=1618.11-12=2112,9-11=3689 WEBS 3-14=-118,4-14=1869,4-13=-635,5-13=527,5-12=-0,6-12=527,7-12=-634,7-11=1869,8-11=-118 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 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 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to vend. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at 1 9. ) 6)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard k�v. C 4A�i iFjc4�C9 z No.4&i ST TE F FC �� R10 EDEN 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 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 installati If IIIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 t Jo b russ runs ype Y yI ULr, 1. 0001988 T6 ROOF TRUSS 6 1 (a tionall) -TRUE7RUSS-,JACKSONV1LL1z,IL 4.2ul ZiRi s ep0 I ekTdus-Cnes,Ind. ih Fef�Oil-i•i:4 age 16-0-0 32-0-0 16-0-0 16-0-0 S<Y. 1:SSA 4" 6.0012 5 - � 56 i 5.5 C 4 6 W3 W3 2.4 Z: 2.4 T 3 WI 1t WI Sri= J. 12 10 5s6% 3.00F12 5.6 1 1 3.9 3.8 32 16.0-0 .0-0 E _ f f z 5 e s �r LOADING (psf) SPACING 2-0-0 CSI DEFL In (loo) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.42 11 >914 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.67 11-12 >566 f BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.46 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Udefl=240 Weight:149 Ib i r LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. f WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,8=1257/0-3-8 Max Harz 2=-161 Qoad case 2) Max Uplift2=-646(load case 4),8=-646(load case 4) i FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-3850,3-4=-3506,4-5=-2532,5-6=-2532,6-7=-3506,7.8=-3850,8-9=16 BOT CHORD 2-12=3512,11-12=2983,10-11=2983,8-10=3512 WEBS 3-12=-280.4-12=429.4-11=-660.5-11=1993.6-11=-660.6-10=429.7-10=-280 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 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 45 ft by 24 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 1.33 and the plate grip increase is 1.33 3)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 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 CAgq� �QQG���(1F1C,9 FC9y 3 No 48803 �C S ATE F . R 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 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 installati n. If IIIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 �\`'�`�1 JOb NSS ype y y 0001988 T8 ROOF TRUSS 3 1 tional s Sep No Vi e industries, no,. u ePagiil 16-0-0 32-0-0 16-0-0 16-0-0 Sc�l�•1:SGA 4x4= 6.00 Fi2 6 4 6.5 i {x6 A 6 W5 W7 h!II 7 6.6% 17 5.5 W1 5x8= 7 1 W 14 4.4 i 5.12 St y 2 Li 3.00 F2 I � 101 3N� 11 16 7.4 11 7.6 q_3_g 16-0-0 25-6-8 32.0-0 Plate ses - LOADING (PSQ SPACING 2-0-0 CSI DEFL In (toc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.22 9 >329 1411120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.88 Vert(TL) 0.20 9 >368 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.15 11 n/a BCDL 10.0 Code SBC/SBCCI (Rlatrix) 1st LC LL Min I/deft=240 Weight:165 Ib LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-11-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mldpl 6-12 REACTIONS (Ib/size) 16=1143/0-3-8,11=1376/0-3-8 Max Horz16=-161(load case 2) Max Upliftl6=455(load case 4),l l=-1014(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=32,2-3=533,3-4=-1077,4-5=-905,5-6=-888,6-7=1113,7-8=1218,8-9=525,9-10=32 BOT CHORD 2-16=-411,15-16=-1129,3-15=-903,14-15=-595,13-14=946,12-13=510,11-12=-1559,7-12=-286,9-11=-422 WEBS 3-14=1452,4-14=-203,4-13=-156,5-13=445,6-13=288,6-12=-1845,8-12=-1001,8-11=432 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 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 45 ft by 24 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 1.33 and the plate grip increase is 1.33 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 755 Ib uplift at joint 16 and 1014 Ib uplift at joint 11. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard *I. CAA IF/ q C C GV 4k STATE 0 Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation t�C�ls A�0 110 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 installat n. If HIB-91 has not been shipped to the site with the component pictured on this pale,please contact Apex Technology for a free copy 904.241.5200 a00019S8 russ cuss ype Y Y T10 ROOF TRUSS 1 1 (optional ACKSONVILLE,IL 4.201 s ep �0 I e nus nes, no. u eb O�Ti 46.5�20�1-Pa9e 15-0-0 17-0-0 32-0-0 15-0.0 2-0-0 15-0-0 ScW•136.1 6.0= 6x5= 6 7 2x1 it 5 3X1 6 6.00 12 4.4 4 W t b 0 2x4 i 2.4 II W3 We 6 3 W S 10 i 17 6i6 1117 l! 1 6x12= 3x6= 15 tt 13 12 3.5 2.4 II 3x5= 3x6= 3x4= 3.00 F12 4.3-8 12-2-4 32-0-0 e se s _ ' LOADING (pSO SPACING 2-0-0 CSI DEFL in (loo) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.24 17 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(T8 -0.55 16-17 >691 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.19 10 n/a BCDL 10.0 Code SBC/SBCCI1st LC LL Min Udell=240 Weight:200 Ib f LUMBER Y.. BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-12 oc purlins. i BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,10=1257/0-3-8 Max Horz2=-153Qoad case 2) 1 Max Uplift2=-646(load case 4),10=-646(load case 4) f FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-4015,4-5=-1891,5 6=-1896,6-7=-1228,7-8=-1364,8-9=-1889,9-10=-2073,10-11=16 BOT CHORD 2-17=3689,16-17=2186,15-16=28,5-16=-193,14-15=0,13-14=1226,12-13=1546,10-12=1838 WEBS 3-17=-107.4-17=1798.4-16=-627,14-16=1310.6-16=1214.6-14=-394,6-13=5.7-13=423.8-13=-469.8-12=339, 9-12=-216 i NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 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 45 It by 24 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 1.33 and the plate grip increase is 1.33 3)Provide adequate drainage toprevent water ponding. 4)Bearing at jolnt(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard CAA9i IF,C � ,Q c9y No. 03 S ATE Q S, OR10 ED ENS' 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 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 installat kn. If IIIB-91 has not been shipped to the site with the component pictured on this pagi,please contact Apex Technology for a free copy 904.241.5200 o ag toss toss ype Y y TOOKST�O 1 0001988 T12 ROOF TRUSS 1 1 s ep o 1 e tional nus nes, nc. u e e IKUt 11-0-0 21-0.0 32-0-0 11-0-0 10-0-0 11-0-0 s.�.•1;59.1 6.s= 3.4 ss= x 4 11 = s 6 7 4.4 6.00 Ix 4 3 W6 2x4 4 6 d 2.4 11 3 W1 10 1,I�1% n 1 6x12= 3.4= 12 3.5 11 /3 3.0 2YA II 4.6= 5.5= 3.0o F12 4-3-812-2-4 32-0-0 4� a se 8028014 IUUGIuuIo icv< - - - - LOADING (pS0 SPACING 2-0-0 CSI DEFT. in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Veri(LL) 0.23 16 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.4010-12 X955 BCLL 0.0 Rep Stress Incr YES WB 0.55 HOrz(1L) 0.18 10 n/a Weight:188 Ib BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Ildell=240 LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or directly oc pplied BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 5 4�oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,10=1257/0-3-8 . Max Horz 2=-116(load case 2) Max Uplift2=-646(load case 4),10=-646(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-4013,4-5=-2079,5-6=-1932,6-7=-1932,7-8=-1672,8-9=-1698,9-10=-2012,10-11=16 BOT CHORD 2-17=3689,16-17=2307,15-16=l842,14-15=43,6-15=-139,13-14=0,12-13=1508,10-12=1783 WEBS 3-17=-90.4-17=1683.4-16=-606.5-16=486.5-15=323,13-15=1717.7-15=382.7-13=-509.8-13=263.8-12=276, 9-12=-293 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 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 45 ft by 24 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 1.33 and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing at'o nt(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity oI)bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • CAA �iFic �0' 3Q v F N .488 3 S AT OF FC ED Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.;41.5200 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 installati,,,, 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 904.241.5200 2\1 \\ 1�' russ I russ I ype Y PIY STOCKST. 3 0001988 T14 ROOF TRUSS 1 2 o tional G.PA 6KIS ep 1 e industries, na u e age 7-0-0 25-0-0 32-0-0 7-0-0 18-0-0 7-0-0 sm.•1:69.1 .. 4.6= 44= Sri= UA= Sri= 4 tt 19 6 20 21 6 22 20 7 24 2S t Ta 6.00 12 2K i U4 2 W4 WS 9 W2 ' e 1y h j 6 o- ,t I¢ _ 17 ,6 7rt -86 1 Tri= 3.6= 44% ,4 26 27 13 26 29 SO 71 12 3.6 24 II 7ss= 3.8= 1.00 F12 I I 4-3-812-2-4 32-0-0 Plate Offsets _380241150311o[u au[uuLg Iuuc 1vv o wvv LOADING (PSO SPACING 2-0-0 CSI DEFL In (loc) Udell PLATES GRIP . TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.62 15-16 >613 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.59 15-16 >644 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(TL) -0.27 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:334 Ib LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2608/0-3-8,10=2533/0-3-8 Max Horz 2=-79002d case 2) Max Uplift2=-1937(load case 4),10=-1796(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-8980.34=-6866,4-18=-6277,18-19=-6277,5-19=-6276,5-20=-8375,20-21=-8375,6-21=-8375, 6-22=-6106,22-23=-6106,7-23=-6106,7-24=-4249,24-215=-4249,8-25=-4250,8-9=-4835,9-10=-4925,10-11=33 BOT CHORD 2-17=8082.16-17=7640,15-16=8503, 4-15=92,5-15=629,14-26=561,26-27=561,13-27=561,13-28=5517, 28-29=5517,29-30=5517,30-31=5517,12-31=5517,10-12=4294 WEBS 3-17=1820,3-16=-1617,4-16=1815,5-16=-2492,13-15=5761,6-15=2613,6-13=-1799,7-13=785,8-12=1706,9-12=31, 7-12=-1601 NOTES , 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 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 45 It by 24 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 1.33 and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjolnt(s)2 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1937 Ib uplift at joint 2 and 1796 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)2-ply truss to be connected together with 10d Common(.1 43"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-6-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 8)Special hanger(s)or connection(s)required to support concentratedload(s)802.1lb down and 715.Olb up at 7-0-0;118.41b down and 178.711b up at 9-0-12,118.41b doom and 178.71b up at 11-0-12,117.51b down and 176.81b up at 13-0-12,117.51b down and 176.8lb up at 15-0-12,117.51b down and 176.8lb up at 16-11-4,117.51b down and 176.81b up at 18-114,117.51b down and 176.8lb up at 20-11-0,and 117.51b down and 176.81b up at 22-11-4,and 117.51b down and 176.81b up at 25-0-0 on top chord,and 47.11b down at 13-0-12,47.1lb down at 15-0-12,47.11b down at 16-11-4,47.11b down at 18-11-4,47.11b down at 20-1113,and 47.1lb down at 22-11-4,and 483.8lb down and 331.51b up at 24-11.4 on bottom chord. Design for unspecified connection(s)is delegated to the `1 building designer. CAA LOAD CASE(S) Standard Cxcept: IF C 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads VD Vert:1-4=-54.0,4-8=-54.0,8-11=54.0,2-17=-20.0,15-17=-20.0,10-14=-20.0 880 Continued on page 2 ,* STATE OF Q j �4ORIo Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation D S�REG` Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 N 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 installat\,n`�\ If IIIB-91 has not been shipped to the site with the component pictured on this paw,please contact Apex Technology for a free copy 904.241.5200 \\ \ 1 MAP SHOWING BOUNDARY SURVEY OF LOT , 6 BLOCK 186 ACCORDING TO THE PLAT OF SEC�°CON "N" ATLA14TEC R ACHI AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT " PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO:- KEVIN BENNETT. 0 N c. - I 'A O Ln CD 1� p� Ln Go IOz' (R) 101.76' (M) O O �❑ 0:2' 112"REBAR ASSOC.SUR. 112.. �� O L.B.5488 i O �� � ^ g0 L4 W mom.. `Dm VACANT ^ � LOT c, o �4U I o c� y0 61 �s y � v-0.2' - g� rn, 3�4.. ASSOC.SUR. O o� L.B.5488 l 1/2.. cp ^ Y Y 101.77' (M) i y J J I m m _. m o 102.20' (M) 101.69' J 102' (R) — 102' (R) 112" 314" WEST 9th STREET (50' RIGHT-OF-WA Y) R N E Y 0 GENERAL NOTES, Q S 1. ANGLES ARE SHOWN FOR THIS SURVEY. J 2.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST DETE -1989 ASSOCIATED SURVEYORS INC. THIS IS FROM F.E.M.A. FLOOD MAPS PANEL NO I DATOUND-FOOTINGS,3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. L 3846 EILANDING BOULEVARD 4•JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE 904--771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. J 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. O S S y 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A CERTIFICATE OF AUTHORIZATION NO. LB 0005488 FLORIDA LICENSED SURVEYOR AND MAPPER. LEGENO/AMRE V IATIONIS I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL "ASSOC.SURVEY' OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER N FOUND IRON PIN PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M. P.C.C. = POINT OF COMPOUND CURVE 51G1 -6, FLORIDA APMINISTt TION CODE CHAPTER 472, F.S. X CROSS CUT OR DRILL HOLE C/L = CENTER UNE R/W= RIGHT OF WAY (R) = RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE R =RADIUS L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE BY: CHARLES L. STARLING 1 O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER -g,= UTILITY POLE FLORIDA CERTIFICATE NO. . 4579 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT -s= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-=OVER HEAD UTILITIES JOB N0, 28002-6 DATE 07-14-2001 B.R.L. =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE SCALE: 1" = 20' DRAFTER �.�„9fdl t-.1. =ELECTRIC TRANSFORMER do PAD W—W WIRE FENCE E.B.= ELECTRIC BOX J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY 1 0-0 WOOD FENCE BTN. = BETWEEN 1 : PLAQ 3z-o� -o o. 0 N W O -7 O�s zL- <ST, CITY OF No. 34869 ATLANTIC BEACH When Validated, This FLORIDA Becomes an Official Receipt. 20cy NAME ADDRESS CITY 00 </ MM 74 late: 1112SAI 11 Receipt: 8114152 CPM 018M832918M