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Permit 198 Magnolia St (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: 19 8 Type Work: Property Owner: Phone # Contractor: Phone # Permit#: Date Issued: Building Inspections: Footing Slab Tie Beam Lintel Nailing / Sheathing a -p Framing / Cover Up Insulation - Final Building JL� Tree Permit# YES NO Electrical Permit# Date/- Copy o - 2-Z-04 pt a7 U U Temp, Pole Permit# Date/ Copy to 2 If 3 JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric (p'Ig oq Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# - Inspections: Rough I u•1$ c)q Final Plumbing Permit# Oq >27uuq Inspections: Rough / Underslab Topout .1g• Water/ Sewer Final t Drainage Inspection: �— Pool Permit# Qt.0 ptisc> Inspections: Steel - q Final , b Grounding - 1i(SI Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 5/09/05 Parcel Number . . . . . 170613-0000- - Property Address 198 MAGNOLIA ST ATLANTIC BEACH FL 32233 Subdivision Name Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . PENNINGTON, R. S . Contractor . . . . . . R. S . PENNINGTON CONSTRUCTION 904 993-2000 Application number 04-00027664 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 5/09/05 Parcel Number . . . . . 170613-0000- - Property Address . . . 198 MAGNOLIA ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . PENNINGTON, R. S . Contractor . . . . . . R.S . PENNINGTON CONSTRUCTION 904 993-2000 Application number 04-00027664 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: S - P ceY), 1� Permit#: Property Address: 19 0 Mi66r�J1Cx1+ !E�;�, Legal Description- ��' CSG ( S/_nV L11—/A- 12 L-0 T X03 Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: � Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: ( � .ob Required As Built The following must be completed before issuing Certificate of Occupancy. Department Date Notified Date Approved Approved By Fire Dept. _----- Public Works ,, Public Utilities )(, Planning Dept. Building Dept. s' �0 03, �'". o • o Final Survey with FFE ❑ Yes ❑ No All Re-Inspect Fees Paid ❑ Yes ❑ No 610335 MAP SHO WING BOUNDARY SURVEY OF LOT & �5BLOCK AS SHO WN ON MAP OF S EC T10,0 A.A0 / SAI-MAX AS RECORDED IN PLAT BOOK PAGES_ S OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER77FIED FOR: G IS /.uvES?M[."hr7' E�7E��+`�tSES, /�C�' F/�S? /�i✓1E72/C.rl�ll T/TLE / l 8 1`- k� v3ou 'A " (Ala I su vc�' '1 p Stec-�/ � C.) � 3 f�)ood,Sk;�c 1e VA Goo 0 5. R EL , ALL al.o, a�{. AA,6L,-S' Of a 0� O. P/IL& (c-(_. - ?z) FFe d.. Z'i-05 h/.o. 675./5&z ml4C.-r,A-)v(./,4 s-neEET F,)a,( OU, 144qu•lo--Q i 07 _ �5z�' ,e/i`'� (7.9O) •F&/17. 4--zo-04. • 1,7,E - 2&ST4 k-& /•KE. 3- 17- Od, 04-- //QS, Od*-7.d P �5- r THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE K AS SCALED FROM FLOOD INSURANCE RATE MAPS— FOR THE CITY OF '4r=y'-c , FLORIDA, DATED 4-(7-0-) . AND IS SHOWN AS A COURTESY ONLY AND DOES NOT CONSTITUTE A CER77FCA77ON OF SAME. TRI-STATE LAND SURVEYORS, INC. 8411 BAMEADOWS WAY SUITE #2, JACKSONWLLE, FLORIDA 32256 (904) 731-7235 LEGEND ■ cava MON . #M cae. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. (SFT Wnv CAP j Ls 4144) NOT VALID Wl7HOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL x FMCE OF A FLORIDA LICENSED SURVEYOR AND MAPPER. o fiM car.(FOUND) ®CROW cur , &R.L tx/UM RESTMCnav UNE LARRY G. EDDY, P.L.S. No. 4144 EW T EA-gD*NT GLENN M. BROADS7REET, P.S.M. No. 5814 R/W RM COWW QF WA Y i t ciov. G10Yt]Pm AREA SCALE:f carr� Air COMWWOW PAD ISAND MAPPER, (R) RAMAL acsnuraE DATE. 4-z-7-oz STATE OF FLORIDA (LB #4921) M czrrat-w F.B. PG. ZO ORDER NO. Schlueter, Jennifer From: Kaluzniak, Donna Sent: Tuesday, May 03, 2005 1:54 PM To: Schlueter, Jennifer Subject: 198 Magnolia Jenny, 198 Magnolia C.O. is approved now—backflow installed. -Donna Donna Kaluzniak Utility Director 1200 Sandpiper Lane Atlantic Beach, FL 32233 PH: 904-247-5834 FAX., 904-247-5843 dkaluzniak@coab.us 1 Schlueter, Jennifer From: Kaluzniak, Donna Sent: Thursday, April 14, 2005 9:13 AM To: Schlueter, Jennifer Cc: Clemons, Malcolm Subject: RE: CO INSPECTION FOR 198 MAGNOLIA Jenny, No approval - Malcolm says they do not have a backflow preventer, and they have a well and an irrigation system. He spoke with the contractor about it. -Donna From: Schlueter,Jennifer Sent: Tuesday,April 12,2005 4:30 PM To: Kaluzniak,Donna Subject: RE:CO INSPECTION FOR 198 MAGNOLIA Donna, No, he is asking for his CO on the house. Jenny -----Original Message----- From: Kaluzniak,Donna Sent: Tuesday,April 12,2005 4:24 PM To: Schlueter,Jennifer Subject: RE:CO INSPECTION FOR 198 MAGNOLIA Jenny, this is just a swimming pool, right? -Donna From: Schlueter,Jennifer Sent: Tuesday,April 12,2005 4:16 PM To: Kaluzniak,Donna;Carper,Rick; Deming,James; Nodine,Phil Subject: CO INSPECTION FOR 198 MAGNOLIA Hello all, R.S. Pennington has called in for their CO inspection for tomorrow at 198 Magnolia St. He says they are ready for drainage also. The permit number is 04-28819 and his phone number is 993-2000. Thanks, Jenny 1 Deming, James From: Schlueter, Jennifer Sent: Tuesday, April 12, 2005 4:16 PM To: Kaluzniak, Donna; Carper, Rick; Deming, James; Nodine, Phil Subject: CO INSPECTION FOR 198 MAGNOLIA Hello all, R.S. Pennington has called in for their CO inspection for tomorrow at 198 Magnolia St. He says they are ready for drainage also. The permit number is 04-28819 and his phone number is 993-2000. Thanks, Jenny All V rilk L Iders Slul FirstSource Project Information for: J62634F Owner/Builder: RS Pennington Lot : 659-1 Subdivision: SALTAIR nuary 10, 2004 County: DUVAL Truss Design Engineer:Lawrence A.Paine,PE Florida License Number:21475 Truss Count: 6 Builders FirstSource,Jacksonville,FL.32244 Design Program: MiTek 2000 4.2 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 Roof: N/A Wind Standard: NIA Floor: 55.0 Wind Speed: N/A mph Note: See the individual truss drawings for special loading conditions. Engineer of Record: Robert W. Makemson Florida P.E. License No.: 8985 Address: 430 S. 3rd Street, Jacksonville Beach, Florida 21475 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building owner/builder of record,as defined in ANSI/TPI 1-1995 Section 2.2 2.The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3.The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J62634 provided by Builders First Source-Jacksonville,FL and dated 12-11-2003. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1-1995. # Truss ID Dwg.# Seal Date 1 F01 J1045284 12/12/03 2 F02 J1045552228g5g 122/122/03 4 F04 A 45287 12%12%03 5 F05 J1045288 12/12/03 6 FKW J1045289 12/12/03 Ra • Builders FirstSource Ilk, Project Information for: J62634F Owner/Builder: RS Pennington Lot . 659-1 Subdivision: SALTAIR January 10, 2004 County: DUVAL Truss Design Engineer:Lawrence A.Paine,PE Truss Count: 6 Florida License Number:21475 Builders FirstSource,Jacksonville, FL.32244 Design Program: MiTek 2000 4.2 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 Roof: N/A Wind Standard: N/A Floor: 55.0 Wind Speed: N/A mph Note: See the individual truss drawings for special loading conditions. Engineer of Record: Robert W. Makemson Florida P.E. License No.: 8985 Address: 430 S. 3rd Street, Jacksonville Beach, Florida 21475 Truss Design En gi neer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building owner/builder of record, as defined in ANSI/TPI 1-1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J62634 provided by Builders First Source-Jacksonville,FL and dated 12-11-2003. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1-1995. # Truss ID Dwg. # Seal Date 1 F01 J1045284 12/12/03 2 F02 J1045285 12/12/03 3 F03 J1045286 12/12/03 4 F04 J1045287 12112103 5 F05 J1045288 12/12/03 6 FKW J1045289 12/12/03 F- ---------------- ob -Truss Type Oty Ply 659-1 SALTAIR J10452341 IJ62634F F01 (FLOOR I13 11 (optional) Builders Fi stSource,Jacksonville.FL 32244 4.201 SRI s Oct 17 2001 MiTek Industries,Inc. Fri Dec 12 16:20:37 2003 Page 1 Scale=1'.35.7 3x6= 3x6= 1x3= 3x4 3x4= 3x4= 3x4= 1.3 II 3x4=3x6 FP= 3x4= 3x4= 1x3= 1 2 3 4 5 6 7 B 9 10 11 q1 '� 254 22 21 20 19 18 17 16 15 14 13 3x4= 3x6= 3,4= 3x8 M1120H FP= 3x4= 1x3 II 3x4= 3x4= 3x4= 3x6= 3x4= 3,,4= 10-4-8 _ '1-9-R 20-11-0 20-11-0 Plate Offsets X,n. [5 0-1-8.Edae], LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.53 17 >467 MI120 2491190 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.73 17 >340 M112DH 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.09 12 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Ildefl=360 Weight:101 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No-2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(lb/size) 23=754/0-3-8,12=754/0-3-8 FORCES(lb)-First Load Case Only TOP CHORD 23-24=-749,1-24=-748, 12-25=-749,11-25=-748,1-2=-1070,2-3=-2695,3-4=-3776,4-5=-4331,5-6=-4422,6-7=-4422, 7-8=-3762,8-9=-3762,9-10=-2699,10-11=-1069 BOT CHORD 22-23=53,21-22=2020,20-21=3346,19-20=4187,1B-19=4187,17-18=4422,16-17=4422,15-16=4170,14-15=3350, 13-14=2019,12-13=53 WEBS 5-17=-50,6-16=-1!2,1-22=1222,2-22=-1159,2-21=824,3-21=-794,3-2D=525,4-20=-502,4-18=176,5-18=-109, 11-13=1220,10-13=-1159,10-14=830,9-14=-795,9-15=503,7-15=-497,7-16=302 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M1120 plates unless otherwise indicated. 3)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard P�f M 1. December 12,2003 - - ------------- --- ------ ----------------------- ------------ -r- ---- --------------- --------- Warring-Verity d f - end READ NOTES ON THIS AND INCI_IIDFD MITER REFERENCE PAGE MII 7473 BEFORE USE i. Desgn valid 1-se only th MT k-,,,-turs.Th design's based only upon p -t s hindividualb Id' q coruponernto be Installed nadud vertically. C 4I'.: r d ign{ ntcrs and grope po nt'u f { 1 --p.n- ty t ba ld nq d e out I,- designer Brac ng shown slur I..J r' r nd al web menbe•s only !`d d't npo y I 1 r, I t,T y 1cr'ng constru cf un's 1ho - f34 p nsib'llty of the .rr 1 7 c' t bi acing of the overall clirecture is lirern p-sit,lity ol F,build,ag dc,sigaer.For gannral r-d„nde ing fabrication,qua/ty o t '.st q der ry ect o1 6 S consult QST Q I ty t:� d d DSR 89 Bracing Spr -1 cat nn and HIB91dr Hand;ng Installing and Braung f:oca �oda,on ave au'. f c m T nss Plate Inst i.to 583 D U mt o Dnv VIad sun,W I b6715 Job TrussT,lss Type �Oty iPly 659-1 SALTAIR J1045285 J62634F F02 FLOOR 6 1 tional '' Builders FirstSource.Jacksonville.FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Dec 12 16:20:37 2003 Page 1 Scale=1.29.7 3x6= 10= 3x4 = 3x4= 3x4= 3x4= 3x4= 3x4= 3x6= 1 2 3 4 5 6 720 8 }5-, 17 16 15 14 13 12- 11 10 6x8= 6,18= 5x6 1 4x6 11 4x6 11 3.6 11 3x6 11 5x6 11 6x8= 6x8= 1D-4-8 _�.__ 11-11-8 17-4-0 17-4-0 Plate Offsets�X_Y1: (5:0-1-8,Edgej,[6_0-1-8.Edge J,8:0-1-8,Edge},[19_0-0-8,0_1-8)_______ _ II LOADING(lost) SPACING 2-0-0 CSI DEFL in (loo) I/defi PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.73 Vert(LL) -0.39 13-14 >530 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.53 13-14 >385 BCLL 0.0 Rep Stress Incr YES WB 0.63 Herz(TL) 0.D4 9 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min /deft=360 Weight 107 Ib -- LUMBER BRACING TOP CHORD 4 X 2 SYR No.2D TOP CHORD Sheathed or 5-3-8 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21D'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-18 4 X 2 SYP No.1 WEBS 4 X 2 SYP Nc.3 REACTIONS(Ib/size) 18=933/0-3-8,9=933/0-3-0 FORCES(Ib)-First Load Case Only TOP CHORD 18-19=-924,1-19=-922,9-20=-933,8-20=-931,1-2=-1393,2-3=-3412,3-4=-4551,4-5=-4855,5-6=-4475,6-7=-3387, 7-8=-1400 BOT CHORD 17-18=71,16-17=2625,15-16=4155,14-15=4935,13-14=4475,12-13=4475,11-12=4475,10-11=2597,9-10=72 WEBS 5-13=-344,6-12=380,1-17=1554,2-17=-1470,2-16=939,3-16=-886,3-15=472,4-15=-459,4-14=-96,5-14=447, 8-10=1563,7-10=-1427,7-11=942,6-11=-1280 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 1 D-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard til' `a y.- „.. December 12,2003 - - ------ ------ .--r W n g V-iry d-;,-,n- vs and READ NOTES ON THIS AND INrl TIDED MITE!(RFFEPENCE PAGE Mll 7473 BEFORE USE i sign valid to u my th M-T k e tors 7hs tl 'g s based aulyupnn p 1 v ho 7 an..d,d I building ro pen t to be .t II d and old.d vert y. 71 I eb'I ty of d-gp tern and proper inc po tion fou,uf-s sp nsieldy t building o: -g r ' - yr r.Bra'nq ho n t I 1 I si ppnrl of individual Lb cr•IDerS only,A d'fo Ito 4 Y f I nsl re 1c '11y during do f fon is the spo 16111 y 1 th nd. r I perrna Hent D g t he overall s1r,ct n rr.. it .f l' I .ding d s g For g it g idancc ti, _ ', d gard,ug 1 b,ical on,gu 1 tynVol,storage,delivery,erection and!bracing,c n-li QST 6d Oa,aluy Si-rn 1 d DSB-69 B acing Sp-f c fien and HIB91K Handing l-(ahoy ant B-uny P u-n rendalon aval+be trl-Truss Plau,lnstiute 583 DC) fio -u Medu,un,w157719 .-. __ ITrus_ Truss-Ty IQtY Y IPI �6s9-1 SALTAIR � rrJ^b J10452861, I � J62634F jF03 FLOOR 4 (optional) Builders FirstSou rce,Jacksonville..FL.32244 4.201 SRI s Oct 17 2001 MiTek Industries,Inc. Fri Dec t2 16:20:38 2003 Page 1 1�3.p 1_7-iz 1-10-12 Scale=1:51.2 3x6= 4x10= 3x4= 1x3= 3x4= 3x4= 3.4= 1.3 II 1x3 II 3x6= 3x6= 3X6 FP= 3x4= 3x6= 3x4 = 3x4 = 1x3= 2 3 4 5 6 7 8 9 10 11 12 13 14 15 to / 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4= 3X6= 3x4= 3x4= 3.4= 3x4= 3x6 FP= 4x6= 3.4 li 3x6= 3,,4= 3,,4 II 1x3 II 3x4= 3x4= 3X4= 3x6= 9-1-8 10-94 17-3-4 22-7-12 24-6-8 29-11-0 29-11-0 Plate Offsets LX,Y): r13:0_1_8,Edge] j15:0_1-8.Edge],[27:0-1-8.Edoe]f28:0-1-8,Edge] - -- -- LOADING(psf) SPACING 2-0-0 GSI DEFL in (loc) Ildefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.37 28-29 >553 Ml120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.51 28-29 >407 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.05 23 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=360 Weight:144 Ib I LUMBER BRACING TOP CHORD 4 X 2 SYP No.20 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(lblsize) 32=796/0-3-8,16=490/0-3-8,23=1965/0-3-8 Max Grav32=827(load case 2),16=588(load case 3),23=1965(load case 1) FORCES(Ib)-First Load Case Only TOP CHORD 32-33=-792,1-33=-791, 16-34=-480,15-34=-479,1-2=-1087,2-3=-2564,3-4=-3279,4-5=-2898,5-6=-2898,6-7=-2898, 7-8=-1022,B-9=1177,9-10=1508,10-11=1508,11-12=-175, 12-13=-1067,13-14=-1212,14-15=-611 BOT CHORD 31-32=56,30-31=2031,29-30=3087,28-29=3343,27-28=2898,26-27=1979,25-26=117,24-25=117,23-24=-2640, 22-23=-2640,21-22=-511,20-21=1067,19-20=1067,18-19=1067,17-18=1154,16-17=34 WEBS 5-28=151,6-27=428,12-20=225,13-19=-202,9-23=-1933,1-31=1238,2-31=-1153,2-30=650,3-30=-638,3-29=234, 4-29=-79,4-28=-535,9-24=1734,8-24=-1580,8-26=1 1 D5,7-26=-1168,7-27=1 105,9-22=1342,11-22=-1213,11-21=837, 12-21=-1057,15-17=694,14-17=-663,14-18=70, 13-18=174 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard W r t.{C. d December 12,2003 - - --- ------- V fyiy,p---and READ NOTES ON THIS AND INnt tinnr,MITEN REFERENCE PAGE MII 7473 eFFORF ME De' yth M7 nts.Thisdsgbased olyupo t- sfoa > 4 y Installed and loaddcl At plic- -I ty of d-go paramenters and proper c r{o t t ncnf E'poo it ty 1 b 'Id-ng designer of truss d 'g. e q h f 1 I..pp rt f d"tl al eb members only C pe e i b g>l the a-rall slri cl h _-.1 ty o tY t I1 g de g e For gr c nl { d n tab alion,oa h t { I storage d l ..t' d bra.ng nonsuit QS -HB( I ly Standard,OSB89B ac ng.,,,eu 1 f and HIB e1 9Y 9 7 turn Tnrsc Plafe-""'ter ..t.s[J a Dr ve 11 n W I SJ719 - H stns I'y rump d-l ort av r Sl - -- - --- -- Job Truss ,Truss Type Oty Ply 659-1 SALTAIR 1 J1045287 J62634F F04 FLOOR 2 I1 _ i I(optionall Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Dec 12 16:20:38 2003 Page 1 1i 3-0 j 1-10-12 1-6-4 Scale=1:51.2 3x4= 4x1D= 3x6= 1x3= 3x4= 3x6= 3x4 II 3.8= 3z6 FP= 3x6= 3x4= 3x4= 3x4= 1x3 II 3z4= 3,,4 = 1x3= 1 2 3 4 5 6 7 8 5 10 11 12 13 14 15 31 30 29 28 27 26 25 24 123 � 22 21 X20 19 18 17 16 3x4= 3x4= 3x4= 3z4 li 3x8= 36= 3x4 II 4x10= 3x6= 3x4= 3x4= 3x4= 10 3za= 3x8= 3z4= 3xB M112DH FP- ( 5-6-0 1 7-4-12 11_6.g 23-04 24-6-8 29-11- _ 0 � 2&11-0 Plate Offsets(X,Y): [13:0-1-§,Edge],(15:0-1-8 Edgqee,_(20_0,1-8`Edae),[27:0-3.0.Edoee], LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def; PLATES GRIP TOLL 40.0 Plates Increase 1.00 TO 0.S5 Vert(LL) -0.41 20-21 >535 M1120 2491190 TCDL 10,0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.56 20-21 >394 MI120H 187/1143BCLL DA Rep Stress Inc. YES WB 0.73 Hor2(TL) 0.05 16 nla BCDL 5.0 Code FBC2001 I (Matrix) 1st LC LL Min I/dell=360 Weight:145 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP Ne.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP NoAD BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 31=383/0-3-8,16=851/0-3-8,25=201710-3-8 Max Uplift3l=-46(Ioad case 3) Max Grav31=534(load case 2),16=864(load case 3),25=2017(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 31-32=-370,1-32=-369,16-33=-849,15-33=-847,1-2=-449,2-3=-735,3-4=-272,4-5=-272,5-6=1950,6-7=1417, 7-8=1417,8-9=-1043,9-10=-2706,10-11=-3624,11-12=-3578,12-13=-3578,13-14=-2814,14-15=-1168 BOT CHORD 30-31=26,29-30=862,28-29=272,27-28=272,26-27=-870,25-26=-2940,24-25=-2940,23-24=-15,22-23=2D54, 21-22=3342,20-21=3811,19-20=3578,18-19=3578,17-1B=2176,16-17=61 WEBS 12-20=53,13-19=176,3-28=-316,6-25=-1908,1-30=508,2-30=-504,2-29=-155,3-29=549,6-26=1173,5-26=-1318, 5-27=1354,427=-456,6-24=1804,8-24=-1712,8-23=1291,9-23=-1234,9-22=796,10-22=-776,10-21=345,11-21=-228, 11-20=-280,15-17=1331,14-17=-1231,14-18=779,13-18=-918 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are MII20 plates unless otherwise indicated, 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 Ib uplift atjoint 31- 4)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-160 nails. Strongbacks to be attached to f walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. { ��C E LOAD CASE(S) Standard � Anry �if 1 f 'J <AT. .0 December 12,2003 -------- -- 4& W 3 U- fy d- 3 P t nd READ NOTES ON THIO a"D+NCI IIDED MTFK REFERENCE PAGE M11-7473 RFF0PF USF I D sign vaid for u- onlyth 7' k connentors,This deslGn is based only upon parameters u ant]is f an,nor,,ritial building component to b tailed and ictadcd-111-Hy.y Appl -o lily of cusign paramentars and proper n { fi,)n uf-r,ipcnuril,s rpsipors,iAhly of b Id q it gner not ru ,. gnEtjoriBi -r ( 1' 1 s port f d -d t b me h s -'y A 1 r -.. -y acr f - t r fty '1 rt nn is t',,r y .. -,poasirdtfy I r Adccior al permanent bracing otthe overall .1, t t ri ty Of too bu,lckng onsigner For nnc clan._ ..... .qa,dihg tabn-in,rc quality control,storage,dblivery,eredion and bracing, s Il(1ST 82 Quality Standard D5B w,Brac,ng,Specifint on,and HIB 91 Ha. g Ins IlIng and Br c g kecommend al on av-I Mr f-om Truss Plat,,Ir t t t=,583 D C of o Dnve M,0-)rt W1 53719 _._. . ____-- _.__. ... .___ __-__......- -.- --- .._...-- - ______---_______..- -_ ..____._... _..-_--- ___ Job ;Truss Truss Type Uly Ply 659-1 SAI-TAIR J1045288j J62634F F05 FLOOR 6 1 I -_ (ontio-al) Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Oct 17 2001 MiTek Industries,Inc. Fri Dec!2 1620:38 2003 Pace 1 I Scale.3I8"=1' 3x6= 1.3= 3x6= 3x4= 3r.4= 3x4= 1x3 li 3x4= 3x6= 3x6= 1 2 3 4 S 6 7 8 9 21 � 18 17 16 15 14 13 i 2 1 1 Yi7v 6x8= 6x8= 5x6 14 4x6 I1 4x6 II 4.6 11 3x6 11 5x6 11 6x8= 60= 11-7-8 13-2-0 18-6-8 i 1 B-6-b Plate OffsetsX Y [7:0-1.8.Edgej (9:0-1-8.Eg2eej (14 0-1-8.Edoej, LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.51 14-15 >434 M1120 249/190 TCDL 10,0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.70 14-15 >314 BCLL O.D Rep Stress Incr YES WB 0.58 i HOrz(TL) 0.05 10 n1a BCDL 5,0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=360 Weight:114 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 4-11-11 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-19 4 X 2 SYP No.1 WEBS 4 Y.2 SYP No.3 REACTIONS(Ib/size) 19=10D0/D-3-0,10=1000/0-3-8 FORCES(lb)-First Load Case Only TOP CHORD 19-20=-990,1-20=-988, 10-21=-1000,9-21=-998,1-2=-1503,2-3=-3731,3-4=-5052,4-5=-5633,5-6=-4954,6-7=-4954, 7-8=-3707,8-9=-1510 BOT CHORD 18-19=76,17-18=2837,16-17=4576,15-16=5533, 14-15=5546,13-14=4954,12-13=4954,11-12=2800,10-11=77 WEBS 6-14=96,7-13=408,1-18=1678,2-18=-1591,2-17=1066,3-17=-1009,3-16=567,4-16=-573,4-15=120,5-15=104, 5-14=_697,9-11=1685,8-11=-1539,8-12=1081,7-12=-1467 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard t - D- NAL. � ti December 12,2003 - ---- ------- Ak W V fy c l-P-11--and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE M11-7473 R Fn4F HSE Dl,sigo vai,d ior use only with MiTek tonne t This design,,b d ly p p Icl - t o d-s 1 n 11010duMb o q co p I to be ��cc I t II d d l Ily Appi— l'ty of d s qn p lers and p pe - c I I r of p enI 11 1111P-11olkly t b -Id q d—gric,--nX. P y .h Y,n Illy, Aldt I1. 1 ryb -gt Xi - rc�,1 blily�' g 1 t the- h.lr.t I -,.0 l ddl'o al per t hat q 1 he 1. t, t ,sp I ty of th b,Id g des gr- en I -i k,A y-a d g t v u I n gualty ontrol storage delv¢ry,P.rethion a bracing,consul/QS r-88 Ounirty standard,DSB 29 Bracing Specihcai on and H16 51 f� t1 y Insall y end br. g He. ,eI,J/Inn ava Iable from r� :Plalu Inssiow,;�63 D'Unufro Jove,Willis-,.+VI 5s7T9 .. ".". .." Job Tru.,s ITrussType ------_-- - ----�C;Ity 'Piy 659-1 SALTAIR J1045289 J62634F FKW (FLOOR 3 +1 — I (optional) Builders FirstSource.Jacksonville,FL.32244 4.20' SRI s Oct 17 2001 MiTek Industries,Inc. Fri Dec 12 16:20:38 2003 Pane 1 Scale=1:13.6 3x4= i 3x4- 1x3 II 31x3 II 41x3 li 51x3 LI 6,x3 II 7 L — -- .�` 11 i Ir � Id Ex - -- 1x3 II 3x4= ix31i 1x' 1x3 IIS 3x4= 1x3 8-0-0 Plate Offsets(X,Y): (7:0-1-8.Edge�_ =r LOADING(psf) SPACING 2-0-0 CSI ! DEFL in (ioc) I/def) PLATES GRIP TCLL 40.D Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL 10,D Lumber Increase 1.00 BC 0.01 Vert(TL) n/a ala BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 8 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=360 Weight:36 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS(Ib/size) 14=S2/8-0-0,8=52/8-0-0,13=164/8-0-0,12=143/8-0-0,11=148/8-0-0,10=1438-0-0,9=164/8-0-0 FORCES(Ib)-First Load Case Only TOP CHORD 1-14=-47,7-8=-47,1-2=4,2-3=4,3-4=4,4-5=4,5-6=4,6-7=4 BOT CHORD WEBS 2-13=-147,3-12=-130,4-11=-135,5-10=-130,6-9=-147,1-13=-4,7-9=-4 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Gable requires continuous bottom chord bearing, 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard VV 1 t.§ OF r C_ y;° December 12,2003 - ------ - - - �+ W nq V ty rt... 7l P-1—S Ild READ NOTES DN TVIIS AND INCLUDED MITEN REFERENCE r AGE MII 7471 RFFOPF USE y D 'q 'rd to ly Ih MTek o 1 Tns design based only upon p ( Shown.and isforan individuatbuild;ngc p eft U t II d a c d-1toolly. Appl ab any t d' n pararnenters tl p p r 1 f p I pt b l ty i b ldin9 d •.. 2 Yv '44 '�- n B I h s for taeral,uppoR or rn,f vCual web mr t nr ly /Jd1 I _n I /b,�c ng t�n.ure_,1 h Ity g t .I '�11 e c �vn,A ^� .. �v` I II I� is Add tonal p i brn,in6ot th_ _. .1, sl 'b'I y of the lb,,idinq designer Fcr g'--I regard g at I o u.rl'ty c nt ol,st ge d l y, cion and brae g c ult CI.'r HBQuality Sta d d DSb 89 B ur g Spec M1 a. ,—1 Ii!B-91 finding an sta g and blaring RQ- Id,I—: sable 1 ora Tn.„Pale Int,,o .,n5 Dv o lJl vc s r son,WI53715 '. ---- ..- -- ------ ------ -.._-_.- ------- --------------------- --_-_.. _-- _... .__- - -------- �_...r A Symbols Numbering System A? General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 'Center plate on joint unless Damage or Personal Injury 4 dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection super.jsor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each ,. TOP CHORDS other. € /8 cz c3 TSB J5 3. Place plates on each face oftruss at each joint and embed fully. Avoid knots and wane Y at joint locations. O u XZ 3cz = O 0- U 4. Unless otherwise noted,locate chord splices O at Y4 panel length (f 6"from adjacent joint.) r- ECTTCM CHORDS 5 Unless otherwise noted, moisture content of For 4 x 2 orientation, locate lumber shall not exceed 19%at time of fabrication. plates 1/3"from outside edge J1 18 J7 J6 of truss and vertical web. 6. Unless expressly noted,this design is riot applicable for use with fire retardant or preservative treated lumber. l 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connc;ctor plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT, practice is to camber for dead Toad deflection. I I WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dirnensior,s PLATE SIZE shown indicate minimum plating requirements. X The first dimension is the width 9. Lumber shall be of the species and size, and perpendicular to slots.Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOLA 96-31, 96-67 10.Top chords must be sheathed or purlins provided at spacing shown on design. ICBG 3907, 4922 11. Bottom chords require lateral bracing at 10 LATERAL BRACING SBCCI 9667,9432A ft.spacing, or less,if no ceiling is insta'.led, unless otherwise noted. I Indicates location of required WISC/DILHR 960022-W, 970036-N continuous lateral bracing. NER 561 12.Anchorage and /or load transferring connections to trusses are the responsiWiLy of others unless shown. 13. Do not overload roof or floor trusses wish stacks of construction rn aerials. BEARING 14. Do not cut or alter truss member or plate Indicates location ofjoints at , without prior approval of a professional which bearings(supports) occur. engineer. 15.Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: M11-7473 © 1993 MiTek't Holdings, Inc. I i B01 T.1-Beam(TM)6.06 Serial Number. `ha""`�;`6 "` 2 Pcs of 1 3/4" x 11 718" 1.9E Microltam® LVL User 112/1112003 Page Eng(neVersion:.644 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.6 44 CONTROLS FOR THE APPLICATION AND LOADS LISTED o,M o r 21' i Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential- Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 8.0 3.0 0 To 21' Adds To EJ01, EJ02 Uniform(plf) . Fioor(1.00) 0.0 123.8 10'4"To 21' Adds To WALL ABOVE Uniform(plf) Roof(1.25) 90.0 36.0 0 To 10'4" Adds To GABLE LOAD Point(lbs) Floor(1.00) 40 152 10'4" - B02 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 1229/999/0/2228 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 749 11465/0/2213 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2194 -1657 7897 Passed (21%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 11793 11793 22310 Passed(53%) MID Span 1 under Roof loading Live Load Defl(in) 0.436 0.689 Passed(L/569) MID Span 1 under Roof loading Total Load Defl(in) 0.995 1.033 Passed(L/249) MID Span 1 under Roof loading -Deflection Criteria: MINI MUM(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 659-1 SALTAIR J62634F Copyright m 2003 by Trus Joist, a Weyerhaeuser Business Microllam° is a registered trademark of Trus Joist. T:\Mi tek42\mitek\Jobs\J 62\062634F\B01.sms �T B02 7002`16422 2 PCs of 1 314" x 11 7/8" 1.7E TimberStrand® LSL TJ-Beam(TM)6.06 Serial Number:7002116422 Use, 2 AM Pagel Engine v3 6 ersion. .644 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version.1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED IF: Z 2. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead, 123.8 Partition SUPPORTS: Input Bearing Vertical Reactions(Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/UplifUTotal Depth 1 Timberstrand LSL Beam 3.50" Hanger 40/152/0/192 1 11.88" NiA H1: Face Mount Hanger None 2 Timberstrand LSL Beam 3.50" Hanger 40/152/0/192 1 11.88" N/A H1: Face Mount Hanger None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): H1: Face Mount Hanger HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger LUS410 0/12 0 No N/A N/A N/A 2 Face Mount Hanger LUS410 0/12 0 No N/A N/A N/A -Nailing for Support 1: Face: 8-10d ,Top N/A, Member:6-10d -Nailing for Support 2: Face: 8-10d ,Top N/A, Member: 6-10d DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 136 54 11083 Passed (0%) Rt. end Span 1 under Floor loading Moment(Ft-Lbs) 48 48 17840 Passed(0%) MID Span 1 under Floor loading Live Load Defl(in) 0.000 0.047 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.DOO 0.071 Passed(L/999+) MID Span 1 under Floor loading -Deflection Criteria: MINIMUM(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: 659-1 SALTAIR Gary Page J62634F Builders FirstSource 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Phone: 904-772-6100 Fax :904-772-1973 gary.page@buildersfirstsource.com Ccpyr_grt G 2003 iv Trus Joist, a Weverhaeuser Business TimberStrandts a o TimberStraod(J+ are registered trademarks ci Trus Joist. Simpson Connectors is a regisrered trademark of Simpson F- o- 'rie Company, Inc. T:AMi tesS 2\mitel:AJcbsAJ52\J u2639 F\B02.sms ' B02 m� ZANumber. 422 2 Pcs of 1 314" x 11 718" 1.7E TimberStrand@ LSL TJ-Beam(TM}6.06 Series Number.7002116422 User:, EngneVe,866-.32AM 44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version 1.6 44 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 659-1 SALTAIR Gary Page J62634F Builders FirstSource 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Phone 904-772-6100 Fax 904-772-1973 gary.page@buildersfirstsource.com Copyright C 2003 by Trus Joist, a Weyerhaeuser Business TS-mberStrand,D andTimber StrandC, are registered trademarks of Trus Joist. Simpson Strong-Ti eD Connectors is a registered tradsmsrk of .Simpscn Strong-lie Company, Tnc. , Number f00211 22 3 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL TJ-Beam(TM)6.06 Serial Number 7002116422 "ser 1 12neVersion:1.6 Page 1 Engine Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 51: M F21 21' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Fioor(1.00) 0.0 123.8 0 To 10'7 112" Adds To WALL Point(lbs) Floor(1.00) 40 152 10'7 112" - B02 Point(lbs) Roof(1.25) 337 130 0: - T02 Point(lbs) Roof(1.25) 1646 640 10,71/2" - T02 Point(lbs) Roof(1.25) 83 31 21' - T02 SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 3.50" 1590/1847 10/3437 A3: Rim Board 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 1356/1098/0/2454 A3: Rim Board 1 Ply 1 3/4"x 11 7/8" 1.9E Microllam©LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2937 2719 14807 Passed (18%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) 20000 20000 33465 Passed(60%) MID Span 1 under Roof loading Live Load Defl(in) 0.524 0.689 Passed(L/474) MID Span 1 under Roof loading Total Load Defl(in) 1.003 1.033 Passed (L/247) MID Span 1 under Roof loading -Deflection Criteria: MWIMUM(LL1/360JI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note. See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 659-1 SALTAIR Gary Page J62634F Builders FirstSource 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Phone 904-772-6100 Fax 904-7721973 gary.page@buildersfirstsource.com Copyri,ht © 2003 by Trus Joist, a Weyerhaeuser 3u_ir_irs M:'crollamM is a registered Lrad=_marl: of Trus Joist. ,.`,Mitokn.�\mite}_A Jabs\Jo2\J 02639 F\B03.saris CO � B04 TJ-Ream(TM)E'; `,lN��er' 002116422 2 PCs of 1 314" x 11 7/8" 1.7E TimberStrand® LSL useeI Engine°°ss:n:1 44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Film '0 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam) Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead, 123.8 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 165.0 64.0 0 To 11' 8" Adds To T14 Uniform(pif) Roof(1.25) 364.0 141.0 0 To 11'8" Adds To T07 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 3319/2083/0/5402 A3: Rim Board 1 Ply 1 3/4"x 11 7/8" 1.9E MicrollamO LVL 2 Stud wall 3.50" 3.50" 3319/2083/0/5402 A3: Rim Board 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 5248 -4216 13854 Passed (30%) Rt. end Span 1 under Roof loading Moment(Ft-Lbs) 14869 14869 22300 Passed (67%) MID Span 1 under Roof loading Live Load Defl(in) 0.284 0.378 Passed (L/479) MID Span 1 under Roof loading Total Load Defl(in) 0.463 0.567 Passed (L/294) MID Span 1 under Roof loading -Deflection Criteria: MINIMUM(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 659-1 SALTAIR Gary Page J62634F Builders FirstSource 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Phone 904-772-6100 Fax 904-772-1973 gary.page@buildersfirstsource.com Co-yri;iht G 2100? by TrusJoist, a Weyerhaeuser �3v5iness T:mbeiSirand0 is a registered trademark of Trus Joist. T:AMit el:92Amitel:AJckaW 62AJ62634F\B09.sms , H o- f BEAM-5 B�'n 2 Pcs of 1 3/4" x 11 718" 1.7E TimberStrand® LSL TJ-Beam(TM)6.D6 Serial Number User:, 12/11120034:48:14PM version: Page 1 Engine Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas (psf):40.0 Live at 100%duration, 15.0 Dead, 110.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 330.0 132.0 1'To 9'3 1/2" Adds To T08A Point(lbs) Roof(1.25) 384 154 0 T09 Uniform(plf) Roof(1.25) 69.0 28.0 1'To 9'3 1/2" Adds To EJ05 Point(lbs) Roof(1.25) 384 154 0 - T09A SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 2424/1540/0/3964 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 2024/1380/0 13404 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -3281 2502 13854 Passed (18%) Lt. end Span 1 under Roof loading Moment(Ft-Lbs) 7299 7299 22300 Passed(33%) MID Span 1 under Roof loading Live Load Defl (in) 0.089 0.299 Passed(0999+) MID Span 1 under Roof loading Total Load Defl(in) 0.150 0.448 Passed(U714) MID Span 1 under Roof loading -Deflection Criteria:MIN IMUM(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 659-1 SALTAIR J62634F Ccpyright � 2003 by Trus Joist, a Weyerhaeuser Business TimberStrandO is a registered trademark of Trus Joist. T:\Nitek42\mitek\Jobs\J62\J62634F\B05.s.s AKING HEIGHT 5GHEDULE I I OF APPROVED C BUILDINLGNOFFICEACH ob 0� F&GO NOTES: 11 PEFEe TO H16 GI(CECOMMENDATIOHS FOF HANDLING INSTAL_A]9N AND I EMPOC.APY PEACING.) PEFEi,TO ENGINEECED PCAWIIVL SOC PEFMANENT BPAQN(;GEOUIFED 7)ALL TRIUS,E (INCLUDING TGUti5E5 WJDfR VAL E) AMI11C M',' PSE CIOWL1,,'L) FE EF Or FEF l TO VETAI 41^ OI' iFy AL TFFN IE PPA IN PEOLIIEFM N5 ALL 1 A'L,F'-ACE TO FE LOM S V i IONALL_ FI'AMEIL FY P,UILVEI 41 ALL TCU'75E'-AGE PESIGNEG FOC oc. MAXIMUM SrALIH6 LIN'_E'�5 OTHEI'WISE NOTED. %I ALL% VASHOWN ON PLACEMENT PLAN APE COIV5IDECEC To PE LOAD UEACIN,.UNLESh OTHEPWISE NOTED 1,i4-TGI1M�iES MPI,-D,INSTA_LD �)WITH THE 10P FEN,Or 7)ALL(OOF TFUGE HAIVGEr'TO FE 51MP5ON HU726 UNLES`OTHEPWIFE NOTED Al FLOOf TGIhS H,gN6EES TO F'-YMP5ON THA472 UNLE5'OTHEFWI�E NOTED. 5.)TEAM/HEADED/LINlH (HDP)TOBE FLC'NISHEP BY FUILDEC'. !Builders FirstSource Bunnell PHc714C -4J7-:>4'l FAX. --1 W- '1.14 Jacksonville 1't1OI,F. l�."74-772-6100 FAX 104 77?-1'17` Lake City rH,Llv[. ---, et qa FAX -lC6-7=„_7'177� l Sanford PHr' JF.a 1-,.5-<2-0051 FAX 407-; JUILGEe QUINONE5-5ALE5 I E6AL MINT A. 65q-1 5ALTAIR uoufl off GUSTOM 01t frr,gH i'i doi!I. 12/11/03 GP J62634F GEARING HEIGHT 5GHEDULE (-T � �i� l NOTES: I)REFF°16 HID 91(RECOMMENDATIONS FOF HANDLING INSIALLATIOIV AND TEMF0PAG)'PFANW REFEF TO ENGINEERED DRAWINGS FOP PERMANENT DFACIN6 7EOt11GED. Z.)ALL TF,U55E5(IIVLLUDIN6 Tt'L'SSES UNDEP VALLEY FRAMING)MUS`DE(OMPLETEt)' DECREE)OR PEFEF 10 DETAIL V1O5 FOP A'_1 ERNATE DFP.CING R'SILIICEMEN�S ALL VALLE Y`=APE TO DE CONVENTIONALL r FLAMED D':'DLIM"P. 4.)ALL 1`iuSE°-AGE DESIGNED FOIi MANIM'UM 51'ACIN!..UNI E`S O`H'PVI,E NOTED 5.)AI_L WALLS SHOWN PN F'LACEMENI FLAN A,PEC,TN5IDEP,EP TO 9F LOAD DEALING,UNLESS OTHEFWISE NOTED 6.)ST4Z TR165E5 MUST DE_INSIALLED WGH THE 7OP DEIN6 UF. 7) ALL ROOF I P.U55 HANCELS TO Dc 51WF ON HU596 UIVLESA OTHc WI-,E NOTED ALL F'-OOP TP.U55 I ANHP5 TO bE 5IMF5ON IHA422 UNLESS CITHECWiSE)VOTED. b.)DEAMIHEADEcruP!TEL(HDC)TO 5E FUGNI511ED E)7 DLIILDE F.. 6lBuilders FirstSource Bunnell FHOIIE.- ;-457-D'-hq FAX -L-4'7-'•1�7U Jacksonville FT 01JE lGU-77.-6'100 1 Ana ii"-IliS Lake Gity F'HOIJE 336-755-c,a114 FA'< 7 ', Sanford I'HGIVE. -70i_,_2.00`l FAX.407 OUINONE5-5ALE5 I16AI Al,u2fls 659-1 5ALTAIR uro: GUSTOM TAI' �l l lE. POWN11T 1oN 1. 12/11/03 6F J62634F 0 0-0-Z4 Q,C-) Q, c -- — _v g — - -��{ - -- iii 0-0-iZ, l ---��- - - - 4-L, - � - w I li i� �l J Al17j i Id 11JH1 0 'l c; c c. N 0-9-b� 30_0-0 0 0 Irl i F0 I IIS I_ r I� OPEN' T�� E L Cl W �= --F-02 = 1 - I - _ - - — — — —Do q-00 OGrJ O CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET :JJ ~r7'7 1 Date: ,2 Address ! Y M rt 6NO1-(14 /`.J Heated Square Footage 3 @ $ 6 per sq ft= $ Garage/ Shed @ $ per sq ft= $ Carport/Porch @ $ per sq ft= $ Deck @ per sq ft = $ Patio @ $ per sq ft = $ TOTAfr)VALUATION: Total Valuation ist $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: -12S- 2-- + %Z Filing Fee $ FLOOD ZONE: — .2� _ (1) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: g0 BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ f" 0 WATER METER/TAP $ CAPITAL IMPROVEMENT$ --914�„SEWER TAP $ /116f-c-WRADON HRS .0050 $ SECTION H PAVING ( ) $ CROSSONNECTION $ STV- ? SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE , + ATLANTIC BEACH,FLORIDA 32233-4318 S TELEPHONE: (904)247-5834 FAX: (904)247-5843 � 6 s` $ ' SUNCOM: 852-5834 P http://ci.atlantic-beach.fl.us �. ;r� i iYYj1C PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # q In le L 1 Applicant: Address: Proj ect: c�,�,v J ("� o Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Provide stormwater impervious calculations . Provide drainage plan & erosion and sediment control plan. Must have pipe under driveways on Magnolia St . , as drainage from the south goes north to the catch basin at Magnolia and David. Pipe will also need headwalls . Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Donna Kaluzniak, Public Utilities Director L�--z Date giAnature Contractor Notified Date- 70:19042729400 P11/1 ,voN-30-2004 12:58P FROM: SAP SH0T�7N BOUNDARY SURA OF LOT &AT_____BLOCK AS SHOWN ON MAP OF �'CT't��l u. / AS RECORDED IN PLAT 90OK_ /'D PAGES_,. _or THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED FOR: G �SE, TM�"7�rT" E"1�7v1,�E.� ��. ' ,,�F� ' /c•��LT�1G Crz� & � 4. ui ' ,V, C� 4Id 011 - 4. 11.7 ` " 6 . ne M Q CoA 2P� wMA oppft" 440 \ tooa# land NOt o0natltute Comoonce wed tp otMr applcabie m f111MR MN pqulrernsrtts N +of atlantic ti pw 1 ofa mpao Not ALL, Q9 z/ ' zth • 90"QG�' GCS" fii A Y .• 2.S P/LCA' �.P . . . . . . ?' ° m,qe* t.,lvL_/,q S7 Rc—,c7' ILESrq, 4l5E 1- l7- 04-,04, 1/d5, oAI,naP } TDP.0 9-.f•of ,0-1 -0610 9 Z I: ZK r Ste. G•/ •0 491 .504, ' la: G►(o 1HE lY SNONN H EOW APPEARS To LIE�f1HIN FL[)Olp HAZARD ZONE l' AS SCALED FROM FLOOD INSURANCE RAZE MAP___• FOR THE G7TY OFe� , n OR'IDA, DATED_ 4-(7 0"), AND IS 94OWN AS A COURTESY ONLY AND DOES NOT CLWS77n A C 7IrCAn0N Or SAME. TRI--STATE LAND SURVEYORS, INC. 8411 BA MEADOWS WAY SUI TLS 12, JACKSONVILLE, FLORIDA ,32256 (904) 731-7235 IEMVD ■ cow ,Moa frac cm IRIS SURWY DOES NOT REFLECT OR OETER,VINE OWNERSHIP. (5"wm wv Iis.aw) NOT' PAW R;1INOUT THE SIGNATURE 7-ND INE COWRIGINAL RAISED SEAL -w MOM OF A FLtaRIDA upm- RVEYOV? AND MAPPER, o now cm to~) . APLL � 41 , 04 ?, } LARRY G. E?OY, P.LS. No. 4144 �r7 r �,z +;' MEN/v M. DROADS�T, P.S.M. No. 5814 �► COWM ,war yqo4a COR ODttRED NiEA +•. A�t A*O&WW MM PAC '" 53 7?ED SURVE ANp MAPPER, (V RMAL a rANM DA IF: 4-Z-7-07, STA hE OIF f Lp71I)A (LB !4921) oArn I. TwoK-r1 c.I4AM YACIRPt t&T M "OAT t to A � APPROVED SWIMMING POOL t SPA rtaN-F1EGlJANfC,JLL.tiEt1t slaters THAT ttNLL Llri t t►IE Q MAWAHMSIC"Or 6tICTkW AT TIE owMt to A MAMM.ri of,5 WCJVe Of MEs�uW. DUAL MAIN DRAIN ATMOSPWERIG VENT CSVRSI mL$Es-'WC XV EN t CAWK AALLi P"S A?,U 'HA}°�" CUMPLIANT W17N SI=CTIt7hl 424-2.6k,FLORIDA 8t11LDING foriir nr''D�' LLcn IN ►f-14-,F'Gc ` ' i" CODE FOR RESIDENTIAL APPLICATIONS. 3. r ool- Arm WA aucttcrl NUTS WALL FM rj*o"ni°O UnI A C0VE"t THAT CO"I 11%Uni "IM"AIMAH ENTRAPMENT AVOIDANCE 4, n2 4ELOCttt'CN"suctlCN GIDE oa nus VENT PIPE ANALY515-MAXIMUM LENGTH clfaaLATIPN 6YOM t WALL NOT EXCU50 aIX(6)H'6. 5, "NENT LW L"OTN MUST NOT EMMED Tim TOTAL LEWI N Or TI-E MAN ORAN LW- PIPE SIZES' AVARAGE VELOCITY VENT PIPE MAXIMUI i. VO4t Or'r"M"AT me Cc7AMO"TN ONE"Fe" INCI-IES FLOW GPM PT.PER SEG. SIZE LENGTH FT. to n� xT ttcts,a ISIRIB raUxCTt 00 aeco2" b0 514 1 1!2" 32 T.LAML VtW,POOL 6AFV tY DENC.E-DO NOt 24 1 „ 4 tW87LE 21/2" 100 6.1 1112" 54 21/2" 110 131 11/2" 60 f 23 10' HEND6i 3"- .. J30 _ _M2._. _ ,.. i 1 i " -13---_._.._ OR A ter: 14566.213 . 11/20 i9 1.. 3" 4" 325 8.19 1 11/2" 111 T� it s W Y"L Thte analysts is based apart InaMtafi{ng the length of pipe below the operating level of the pact, {}gm-BEND vertical end horizontal,to vacate wtt n 3 Seconds based on the site of the pump and the average n flow rata.Me to the hydraulic gradiant caused by the pump and piphng,the v- eni. It"41ou{d be located as close to the tea at the dual Main drshy as possible with a maxtmum distance of W. " MAIN DRAIN This document.Is the hutellectuai property of HCE and cannot be reproduced In whole or part without the expressed written approval of WX.TMs document is net valid without the seal or �• Jahn tt Carroll Jr,PE. I irt•VEW LM L I WH DRAM C sv o►f + t rl/o SAF lY VAGUUM 17ELEASE SYSTEM l6VRS1 14MMIN com9m INet f•NattlLrt!nl,tNc eeattsa Miota!Not t961161!771-166&6 xe 4t rt KtA 6706"WO!"Ll"e noAV.FT.t.AWWWALR PL,33369 FAX Nth t0011-1 1`7111-66160 �.Mt11JfN! r-wa* wwww wwaft • wr M 4 • wwwww • w • w • wwww ww • 4Mw41bww • • • wwwww www • w • ww ` CRYSTAL POOLS& SPAS Conceptual Pool Design For The REVISIONS ; T 1 SCALE:1/8" 1' Pennington Residence OF NORTH FLORIDA,INC. 'w www 20-A KNIGHT BOXX "STREET ADDRESS"• - ORANGE PARK,FL 32065 1904;272-5626•FAX 222-9400 '•CITY,STATE,ZIP•" , STATE CERTIFIED SWIMMING POOL j CONTRACTOR ' t CPC 042938 OWNERS: DRAWN BY: RMR Contact:Ray Ray Easterwood Lucas Moritz DATE:8 July'04 (904)272-5676 , • w w • wwwww w • www •wr • wwwww • w • ww t � S � e e � e � POOL SIZE: 10'X-A' ' f POOL AREA: 304 Sq. Ft. ; 1 ( POOL PERIMETER: 81 Ft. ' t 28'-0" 17-3" b cl I ao s� � I � 16-0„ , ( f a I ' ` - 'w w w �Irwwww • • • wwwww • • wwwww do 66 40 www• w • � w • wws w �► wwwwww w • • www ---bt Cry Pools _ POOL. SIZE Length: �,I Width Depth 3 z ` Spas IlFAh1 (°lg �ac�nraurs 5r. �y6 WATERLIc�tE S TILE , '-3 REBAR o 12 O.C. BOTH WAYS....CONT THROUGHOUT WALLS AND FLO.OI , POOLS �)VITH, UPTI-I 7 OR GREATER .� , _ .r .� z � � � '�` E3./A �.TQ_ L: PLACED @ G*'O.C, _C t��C�It�fq1 �lG.. Al___4' DEPT �,ND EXTCrvDI11G �, Y � _ �vCs. ..r�+.s_o T�N C.+�G. 5.: L�B_0\!F_.J�f�10 BELOW F L 0 0 P,B BE 4.- G MHN. 3500 PS.I. (;nNCRETE -E _00j ... A rI D- .,W n L. L S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �Y`Ji31:I'.r Application Number . . . . . 04-00027664 Date 4/05/04 Property Address . . . . . . 198 MAGNOLIA ST Tenant nbr, name . . . . . . NEW SFR, 1069RAD/2798SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 190000 Owner Contractor - ------- -- -- ----- -- ----- --- --- -- ---------------- PENNINGTON, R. S . R. S . PENNINGTON CONSTRUCTION 1084 12TH ST. N. 380 13TH AVE N JAX BEACH FL 32250 JAX BEACH FL 32250 (904) 993-2000 (904) 993-2000 ------------- --------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . COMFORT PLUMBING SERVICES Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 --------------- ------- -- -- -------------------------------------------------- Special Notes and Comments PERMIT IS ISSUED PENDING THE FOLLOWING REQUESTS FROM PUBLIC WORKS : PROVIDE STORMWATER IMPERVIOUS CALCULATIONS . PROVIDE DRAINAGE PLAN AND EROSION AND SEDIMENT CONTROL PLAN. MUST HAVE PIPE UNDER DRIVEWAYS ON MAGNOLIA ST. , AS DRAINAGE FROM THE SOUTH GOES NORTH TO THE CATCH BASIN AT MAGNOLIA AND DAVID. PIPE WILL ALSO NEED HEADWALLS . Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ), ( R BUILDING OFFICIAL -� CITY OF ATLANTIC BEACH h` PLUMBING PERMIT APPLICATION ^ Date: Property Address: 1 `('9 VUA &A en L nA S T r Owner:,2 PCN 1 t N� Telephone#: Ct 3:13- 2 as Contractor: CA>1"C----0 2� f 1V M15V1J s�'�. Telephone#: 772-5- 4c3-1177 Contractor Address: S "l `-t Z N T LJR A416, 'Fax#• 717—s', 0 3 S J In consideration of permit given for doing the work as described in thea statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the buildm* permit number: ❑ Re-Pipe O'k 2 7A 4a<Q �{ Number of Fixtures: Bath Tubs �! Showers Closets Shower Pans l Dishwashers Sinks Disposals Urinals Floor Drains � Washing Machine Lavatory Water Sewer �! Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: r�_ X $7.00 + $35.00 800 Seminole Road . Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800• Fax: (904)247-5845• http:i/www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J 4 ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028819 Date 8/12/04 Property Address . . . . . . 198 MAGNOLIA ST Tenant nbr, name . . . . . . NEW POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 20000 Owner Contractor ------------ ---- - ----- -- ------------------------ PENNINGTON, R. S . CRYSTAL POOLS & SPAS 1084 12TH ST. N. 20 KNIGHT BOXX ROAD JAX BEACH FL 32250 ORANGE PARK FL 32065 (904) 993-2000 (904) 272-5676 ---------------- ------------------------------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 130 . 00 Plan Check Fee 65 . 00 Issue Date Valuation . . . . 20000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 130 . 00 130 . 00 . 00 . 00 Plan Check Total 65 . 00 65 . 00 . 00 . 00 Grand Total 195 . 00 195 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r - d"'K OF IAL 07130120134 13:14 9042729400 CRYSTAL POOLS PAGE 02 nce OF COww1!NCEMENT RAMCO FORM 409 F9 713.13 , I —t : (euelasc self•addrossed stomped envelope 5 MIN. RETu�NBoob: 11985 Page 1979 CRYSTAL POOLS&SPAS pH O N E #� 7 me: 20-A KNIGHT BOXX RD, ORANGE PARK, FL 32065 i ocll �O04i2029 is Instrument Prepared by: ool;: 198...► PaFiled 6 Recorded 1979 me: CRYSTAL POOLS&SPAS 08/12/2004 12:12:42 PPI 20-A KNIGHT BOXX RD. JIM FULLER ORANGE PARK, FL 32065 CLERK CIRCUIT COURT DUVAL COUNTY )party Appraisers Parcel Identification RECORDING $ 5.00 ! TRUST FUND $ 1.00 # COPY FEE 4 1.00 1 CERTIFY f 1.50 I REC ADDITIONAL $ 4.00 SPACE A9OVE THIS LIKE FOtI PIIOCRSSINO DATA SPACE AEOvE THIS LINE POR RICDRDU40 DATA NOTICE OF COMMENCEMENT Permit No Tax Folio No. State of Florida County of The unders4ped hereby gives notice that Improvements will be made to certain real property,and In accordance with chapter 713 of the Florida Statutes,the following Information is provided In this NOTICE OF COMMENCEMENT. Legal description of property(Include Street Address, it available) L-L SAL-7-Al /2/d� r1 .9- 49�- General description of i pmvem Owner's Name _ C 7 Address �` "— ✓ � Owner's Interest in site of the I-X23577 Fee Simple Title holder(if other than owner) Address Phone: Fax: Contractor _ 01?-gs7yae, poo t S 4- SPAS OF /V,)2gf re-ole-f1-1s1lie Address ilk I�nJ(_ydr iS� 20 6&tU4L PeyE Phone: 222-SL'7t Fax Z7Z-9Yoo Surety ISL 32a�'-Phone: Fax: Address Amount of bond$ Lender's Name Address: Phone: Fax: Pmone within the State of Florida designated by owner upon whom notices or other documents may be served as pro. vlded by Section 713.13(1 Ka)7,Florida Statutes. l r Name Address Phone: Fax: In addition to himself, owns designates TL Of Phone: _ Fax: to receive a p f t noes Notice s provided in Section 713.13(1)(b), Florida Statutes. Expiratio t of Comma ment(the expiration date is 1 year from the�ZAJ cording unless a different date is specified) /rV yna of w Printed Name of Omer NOTARY RURRRR STAMP SEAL I Dave relied upon the following identification of the Affiant to Sworn to pat t bscri rem day of (T) r Nalar'y$iaa►rWe PI'1616A Naar 11„ LORETTA EMBR MY COMMISSION#DD 286978 EXPIRES:February 2,2008 Till — RC1—?Gat 14 PRT Cil :1 SPh1 T r1: - gid: '' Bonded Thru Notary Public underwriters CITY OF ATLANTIC BEACH �. POOL PERMIT APPLICATION Date: SO Job Address: 1 � g rn c gN oue A 6-r Owner: R. S. F no ly N,r'i a-not.l Phone: q q 3- G O O D Contractor: 0&j-�T c , PWLS • --SPA.5 Phone: 27 2- S-?;,'7 G. —r Address: 2,,OA le N Fax: 2'7 OC) City PALL State: Zip Code: Valuation of Proposed Construction: D r U C� Gallons: q,0 0 0 *Impervious Surface Calculation: 410I7a • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used Is approval of Homeowner's Association or other private entity required? If yes,;. please submit with this application. In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate: Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering draw : 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845. http://www.cLatiantic-beach.fl.us Revised 3/04 CITY OF ATLANTIC BEACH cc:� �s s, BUILDING / ZONING DEPARTMENT L. Hi ins ? 800 Seminole Road o8f j � Atlantic Beach,Florida 32233 (904)247-5800 '� JF31� (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 04 — Z 2 5�1 19 e -�-- a n � Property Address: I R 8 N O L-t '4' s, Applicant: -P O oLS ' S PPA Project: ►�� '"�o This permit application has been: Approved F-� Reviewed and the following items need attention: Please re-submit y4r application woes► these items have been completed. Reviewed By: ,"' Date: CITY OF ATLANTIC BEACH CC- �3Al BUILDING / ZONING DEPARTMENT L. Hi ins s 800 Seminole Road oerr ,. Atlantic Beach,Florida 32233 (904)247-5800 E'Jif (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C4 — Property Address: Applicant: SPA Project: COo L This permit application has been: Approved Reviewed and the following items need attention: no ------------- C3 6 Please re-submit you plication wh these items have been completed./ Reviewed By: _ �. Date: Y - 07130/2004 13:14 9042729400 CRUSTAL POOLS PAGE 03 Feb 14 03 11 : 06a information SBstems 247-5845 P . r CITY OF ATLANTIC BEACH POOL PERMI'T' APPLICATION Date: Job A,ddres S. O /r1�.tJ J%^ Cerner of Property: L)C,r-Dt Telephone: -ooD2na:�, N)01 Contractor: L4.s^A, poops D Contractor's Address: 7.�A ISN�r 7 19 2p &Atje pe vk V L Telephone: '?o Y- 2'77 $6 7 Fax: _ qb - 2 '� 2 -qY 00 State license Number: C P O Lf 4 117 ...� Valuation of proposed consttaction: „2„Q,0 D 0 Gallons: Gt' 0 0 0 SITE PI,AN £pont rear i Signature of Owner: Signature of Contractor: _ 800 Seminole Road- Atlantic Scach,Florida 32333-544; Phone: (904)247-5860. Fox: (904)147-$SAS- http:ltwww.c4stiontic-be2ch.fl.us Rcviscd 04M JUL-30-2704 FRI 01: 15PM ID: PAGE:3 07/30/2004 13:14 9042729400 CRYSTAL POOLS PAGE 04 I OWNER'S AUTHORIZATION FOR AGENT � I &asrK& �b a cs 4- P/V is h=by authorized to act � on behalf of �,S, PCN �rJC�lbnl the owner(s) of those lands described Witbin the attached application, and as described in the attached deed or other such proof of ownership as nay be rcquixed, in applying to the City of Atlantic Bcach, Florida, for an application related to a Development Permit or other action pursuant to a: [� Zoning Variance Appcal f ❑ Use-by-Exception Fence or Pool,Permit 1 F] Bezoar* F-1 SiSn Permit F r t Other BY: Si rc of Otivner Print Name Signaturc of Owner Print Name ! Telephonc Number I ! Stag of Florida couuy of Duvox I f Signcd and,sworn Won rat on this IAof,200? IdeAtiiicariort verzficci (��- r i Oath sworn: YCS _ b1l", itia � ? j i i N�iotLry Sirpaizue aL 2u�� ( �....,..�� Commi3sion expires; LO=EMBRYMY COM978EXPIRE08Bonded Thrriters JUL-30-2004 FRI 01: 15PM ID: PAGE-.4 to,+. �1 as *VAO is IQ It �91T1��T�T�I + 1dTeTT� `� 4 City of Atlantic Beach *** CUSTOMER RECEIPT *** peer: DSMITH Type: QC Drawer: i Date: 4/05104 01 Receipt no: 45858 Description Quantity Amount 20$4 27664 BP BUILDING PERMITS 1.00 $105.00 Tender detail CK CHECKS 12044 $105.m Total tendered $105.00 Total payment $105.N Trans date: 4/05/04 Time: 10:17:51 sY CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028113 Date 4/19/04 Property Address . . . . . . 198 MAGNOLIA ST Tenant nbr, name . . . . . . TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ----- ------------------- PENNINGTON, R. S . BIVINS ELECTRIC CO. 1084 12TH ST. N. 1004 SOUTH SECOND STREET JAX BEACH FL 32250 JAX BEACH FL 32250 (904) 993-2000 (904) 249-4308 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 a e BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Jan Q8 04 11 : 4Ga Information Systems 247-5845 P, 1 I ?t L..L'If ri CITY OF ATLANTIC BEACH ELECTRIC. L PERMIT APPLICATION Date: Property Address- Owner: tQ �.,G'� .'�� Telephone ;*: Contractor: ZL(1� (fVelephone47 #: Contractor Address: Fax#: In consideratiogpf permit given for doing the work as described in the above statement.we hereby agree to perform said work in accordance the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinan and standards of goock mctice listed therein. B ' ding: Bu�ing Type: Q er Service: If other construction is New ;ar Residence Temp. ❑ New being done on this building ❑ Old ❑ Commercial ❑ Signs O Increase or sate,list the building Permit number- Re-wire ❑ Addition Sq. Ft. Cl Repair Conductor Size: AMPS: COPPER ALL'�ffNiIM } Switch or RACE7/� V • Breaker A,v1PS � PH W VOL U WAY Existing Service IRACE Size AMPS PH 1 W VOLT WAY Feeders: NO. SIZE I NO SIZE NO SIZE ! Lighting Outlets CONCEALED OPEN I Receptacles CONCEALED OPEN 0 In AMPS It 100 A WS Switches ` Incandescent I Fluorescent & Fixed o-100.�MN OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATD4G CEILING KW BEAT Conditioninj COMP.MOTOR f OTHER;%,tOTORS AMPS HEAT 1 { Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600y Ey u ooy Transformers NO. KVA ;' NO. KVA NoNeon Transf. ! Ea. Sign It) ;Miscellaneous 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http:l/www.ci.atlantic-beach.H.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 ' .r INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027664 Date 6/01/04 Property Address . . . . . . 198 MAGNOLIA ST Tenant nbr, name . . . . . . NEW SFR, 1069RAD/2798SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 190000 Owner Contractor --- ---------------- ----- ------------------------ PENNINGTON, R. S . R. S . PENNINGTON CONSTRUCTION 1084 12TH ST. N. 380 13TH AVE N JAX BEACH FL 32250 JAX BEACH FL 32250 (904) 993-2000 (904) 993-2000 -------------------------------- ------- ------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc Sub Contractor NICK' S SOLAR & AIR SYSTEMS Permit Fee . . . . 123 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments PERMIT IS ISSUED PENDING THE FOLLOWING REQUESTS FROM PUBLIC WORKS : PROVIDE STORMWATER IMPERVIOUS CALCULATIONS . PROVIDE DRAINAGE PLAN AND EROSION AND SEDIMENT CONTROL PLAN. MUST HAVE PIPE UNDER DRIVEWAYS ON MAGNOLIA ST. , AS DRAINAGE FROM THE SOUTH GOES NORTH TO THE CATCH BASIN AT MAGNOLIA AND DAVID. ' PIPE WILL ALSO NEED HEADWALLS . 200amp, 1ph, 3w, 240volt, 311raceway Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 123 . 00 123 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 123 . 00 123 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING ODES. C 6 BUILDING OFFICIAL 'Y OF ATLANTIC BEACH 1ICAL PERMIT APPLICATION I� Date: L ' d 6 fl//►-�1'J��, G�J Telephone #• 97j. ZW r �.,Telephone#: f ( : Fax #: ork as described in the above statement,we hereby agree to perform said work in accordance ire a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of City of Atlantic Beach *** CUSTOMER RECEIPT *** If other construction is being done on this building Oper: CKOMOREK Type: OC )rawer: 1 or site,list the building permit number: Date: 6/61/84 81 Receipt nos 68222 DescrZption 27DQuuantity �oant ,Central Utility 11PIjILDIWO PERMITS M $123.88 E INSTALLED NATURE OF WORK Tender detail $125.N Central _Floor ❑ Residential CA CASH $125.88 _Central Total tendered $123.88 Thickneu ❑ Commercial Total pay*ent $2.88 2 0 0—am Change ❑ New Building Trans date: 6/61/84 Tige: 13:11:41 gPm ❑ Existing Building lator (Number) ❑ Replacement of Existing System (Number) (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel. ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving �r Number Units Description Model# Manufacturer Ton's Agency C-U1Q ,5;P-2 e- HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency . 96000 7 t U TANKS Nominal Capacity Type Liquid Serial Approving How Man� &Dimensions Contained Manufacturer No. A en cy 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: BP2337 Builder: Address: Permitting Office: FILE � City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:60.0 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 _ - I 6. Conditioned floor area(ft2) 2337 ft2 c. N/A 7. Glass area&type Single Pane Double Pane _ a. Clear glass,default U-factor 0.0 112 215.0 ft2 _ l 13. Heating systems b. Default tint 0.0 ft2 0.0 112 _ a. Electric Heat Pump Cap:60.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 112 HSPF:6.80 - 8. Floor types _ b. N/A _ a. Raised Wood R=11.0,460.0 ft2 b. Slab-On-Grade Edge Insulation,0 R=0.0, 125.0 ft2 _ c. N/A _ c. 1 Others 24.0 ft2 9. Wall types _ 14. Hot water systems a. Frame,Wood,Exterior R=11.0, 1939.0 ft2 _ a. Electric Resistance Cap:66.0 gallons b. Frame,Wood,Adjacent R=11.0, 141.0 ft2 _ EF:0.95 _ c. N/A _ b. N/A _ d. N/A e. N/A c. Conservation credits _ 10. Ceiling types _ (HR-Heat recovery,Solar a. Under Attic R=30.0, 1523.0 ft2 _ DHP-Dedicated heat pump) I b.Under Attic R=19.0,386.0 ft2 _ 15. HVAC credits PT,CF, _ c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,225.0 ft _ PT-Programmable Thermostat, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.09 Total as-built points: 34592 PASS Total base points: 35070 hereby certify that the plans and specifications covered Review of the plans and by this calculation are in complian a with the Florida specifications covered by this ogz �zKfi sT�r�o Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY Pro Before construction is completed a d DATE: _ this building will be inspected for a with Section 553.908� compliance r, I hereby certify that this building, as designed, is in com p �� compliance with the Florida Energy Code. Florida Statutes. on we OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGaugeO(Version: FLRCSB v3.30) 9 FORM 60OA-2001 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 2337.0 20.04 8430.0 Double,Clear W 8.0 8.0 6.0 38.52 0.53 122.6 Double,Clear N 1.5 14.0 7.0 19.20 0.99 133.6 Double,Clear E 1.5 10.0 68.0 42.06 0.98 2798.2 Double,Clear E 1.5 18.0 48.0 42.06 1.00 2010.1 Double,Clear S 1.5 20.0 7.0 35.87 0.99 249.3 Double,Clear W 1.5 4.0 22.0 38.52 0.82 692.9 Double,Clear N 1.5 9.0 21.0 19.20 0.98 393.4 Double,Clear E 1.5 8.0 14.0 42.06 0.96 563.9 Double,Clear S 1.5 8.0 10.0 35.87 0.92 331.2 Double,Clear W 1.5 10.0 12.0 38.52 0.98 452.6 As-Built Total: 215.0 7747.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 141.0 0.70 98.7 Frame,Wood,Exterior 11.0 1939.0 1.70 3296.3 Exterior 1939.0 1.70 3296.3 Frame,Wood,Adjacent 11.0 141.0 0.70 98.7 Base Total: 2080.0 3395.0 As-Built Total: 2080.0 3395.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Insulated 22.0 4.10 90.2 Exterior 22.0 6.10 134.2 Adjacent Insulated 19.0 1.60 30.4 Base Total: 41.0 179.8 As-Built Total: 41.0 120.6 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1467.0 1.73 2537.9 Under Attic 30.0 1523.0 1.73 X 1.00 2634.8 Under Attic 19.0 386.0 2.34 X 1.00 903.2 Base Total: 1467.0 2537.9 As-Built Total: 1909.0 3538.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 125.0(p) -37.0 -4625.0 Slab-On-Grade Edge Insulation 0.0 125.0(p -41.20 -5150.0 Raised 484.0 -3.99 -1931.2 Raised Wood,Adjacent 11.0 460.0 0.70 322.0 Raised Wood, Post or Pier 11.0 24.0 1.05 25.3 Base Total: -6556.2 1 As-Built Total: 609.0 -4802.7 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 6 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2337.0 10.21 23860.8 2337.0 10.21 23860.8 Summer Base Points: 31847.3 Summer As-Built Points: 33859.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 33859.3 1.000 (1.090 x 1.147 x 1.00) 0.341 0.902 13039.2 E31847.3 0.4266 13586.1 33859.3 1.00 1.250 0.341 0.902 13039.2 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.30 9 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , 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= Point .18 2337.0 12.74 5359.2 Double,Clear W 8.0 8.0 6.0 20.73 1.17 145.1 Double,Clear N 1.5 14.0 7.0 24.58 1.00 172.0 Double,Clear E 1.5 10.0 68.0 18.79 1.01 1294.2 Double,Clear E 1.5 18.0 48.0 18.79 1.01 906.8 Double,Clear S 1.5 20.0 7.0 13.30 1.00 92.7 Double,Clear W 1.5 4.0 22.0 20.73 1.05 480.2 Double,Clear N 1.5 9.0 21.0 24.58 1.00 516.4 Double,Clear E 1.5 8.0 14.0 18.79 1.02 268.3 Double,Clear S 1.5 8.0 10.0 13.30 1.04 138.4 Double,Clear W 1.5 10.0 12.0 20.73 1.01 250.2 As-Built Total: 215.0 4264.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 141.0 3.60 507.6 Frame,Wood,Exterior 11.0 1939.0 3.70 7174.3 Exterior 1939.0 3.70 7174.3 Frame,Wood,Adjacent 11.0 141.0 3.60 507.6 Base Total: 2080.0 7681.9 As-Built Total: 2080.0 7681.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Insulated 22.0 8.40 184.8 Exterior 22.0 12.30 270.6 Adjacent Insulated 19.0 8.00 152.0 Base Total: 41.0 489.1 As-Built Total: 41.0 336.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1467.0 2.05 3007.3 Under Attic 30.0 1523.0 2.05 X 1.00 3122.1 Under Attic 19.0 386.0 2.70 X 1.00 1042.2 Base Total: 1467.0 3007.3 As-Built Total: 1909.0 4164.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 125.0(p) 8.9 1112.5 Slab-On-Grade Edge Insulation 0.0 125.0(p 18.80 2350.0 Raised 484.0 0.96 464.6 Raised Wood,Adjacent 11.0 460.0 3.60 1656.0 Raised Wood, Post or Pier 11.0 24.0 1.55 37.2 Base Total: 1577.1 1 As-Built Total: 609.0 4043.2 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.30 5 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2337.0 -0.59 -1378.8 2337.0 -0.59 -1378.8 Winter Base Points: 16735.9 Winter As-Built Points: 19111.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 19111.6 1.000 (1.069 x 1.169 x 1.00) 0.501 0.950 11377.8 16735.9 0.6274 10500.1 19111.6 1.00 1.250 0.501 0.950 11377.8 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeVIFIaRES'2001 FLRCSB v3.30 4 FORM 60OA-2001 WATER HEATING & 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 66.0 0.95 4 1.00 2543.66 1.00 10174.7 As-Built Total: 10174.7 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 13586 10500 10984 35070 13039 11378 10175 34592 PASS py�4 ZI4E ST4 SAO D Wit, _ d EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE t CHECK Exterior Windows&Doors 1 606.1.ABC.1.1 Maximum:.3 cfm/sq ft_window area .5 cfm/sq.ft.door area Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends ffrom,and is sealed to,the foundation to the to�_plate.____ _ Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. 1 Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a {I sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from Multi-storyconditi d space, Houses 606.1_ABC.1.2.5 Air barrieer on perimeter floor cavity between_floors.— ..--- A Y Additional Infiltration regts 606.1.ABC.1.3 txhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE_MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 1612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit _breaker electric)or cutoffAgaust be�rovided.External or built-in heat trap required.— Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 1612.1 _ t Water flow must be restricted to no more than 2.55 gallons per minute at 80 PSIG.— Air Distribution Systems I 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. -1 Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Se arate readil accessible manual or automatic thermostat for each s stem. Insulation 604.1,602.1 Ceilings Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 RIGHTA LOAD AND EQUIPMENT SUMMARY 5-07-03 Filename: BP2337 .rsr Zone: Entire House For: BOB PENNINGTON Phone: Fax: FILE C By; NICKS SOLAR AND AIR SYSTEMS, INC. 4891 TIMUQUANA ROAD JACKSONVILLE FL 32210 Phone: 904-737-5499 Fax: 904-77 9-7098 Job#: BP2337 Wthr: Jacksonville AP FL Notes: WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 OF Outside db: 94 OF Inside db: 70 OF Inside db: 75 OF Design TD: 38 OF Design TD: 19 OF Daily Range M Rel.Hum. : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 3 28 58 Btuh Structure 3 05 02 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp.Swing 3 .0 OF Design Heat Load 32858 Btuh Use Mfg. Data n Rate/Swing Mult. 0.99 INFILTRATION Total Sens Equip Load 30197 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 1 Internal Gains 1840 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 4161 Btuh Area(sq.ft.) 2337 2337 Tot Latent Equip Load 6001 Btuh Volume(cu.ft.) 18696 18696 Air Changes/Hour 0 .9 0 .4 Total Equip Load 36198 Btuh Equivalent CFM 281 125 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make LENNOX INDUST Make LENNOX INDUST Trade Value 10 Trade Value 10 10HPB60-3P, 4P, 5P 10HP360-3P, 4P, 5P C26-51/65N-1,FC-1 Efficiency 6.8 HS PF Efficiency 10.5 SEER Heating Input 0 Btuh Sensible Cooling 37100 Btuh Heating Output 0 Btuh Latent Cooling 15900 Btuh53000 Btuh Heating Temp Rise 0 OF Total Cooling Actual Heating Fan 1459 CFM Actual Cooling Fan 1459 CFM Htg Air Flow Factor 0.044 CFM/Btuh Clg Air Flow Factor 0.048 CFM/Btuh Space Thermostat Load Sens Heat Ratio 84 MANUAL J: 7th Ed. Right-Suite: Ver 4.1.27 S/N RSR24 64 2 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job#: BP2337 5-07-03 Zone: Entire House Filename: BP2337 .rsr Procedure A-Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0.9 AC/HR x 18696 Cu.Ft. x 0.0167= 281 CFM 2. Winter Infiltration Btuh 1.1 x 281 CFM x 38 Winter TD = 11746 Btuh 3. Winter Infiltration HTM 11746 Btuh / 256 Total Window = 45.9 HTM and Door Area Procedure B-Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0 .4 AC/HR x 18696 Cu.Ft. x 0.0167= 125 CFM 2. Summer Infiltration Btuh 1.1 x 125 CFM x 19 Summer TD = 2610 Btuh 3. Summer Infiltration HTM 2 610 Btuh / 256 Total Window = 10.2 HTM and Door Area Procedure C-Latent Infiltration Gain 0.68 x 49 gr.diff. x 125 CFM = 4161 Btuh Procedure D-Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 0 Vent.CFM x 19 Summer TD = 0 Btuh Sensible Load for Structure(Line 19) + 3 05 02 Btuh Sum of Ventilation and Structure Loads = 3 05 02 Btuh Rating and Temperature Swing Multiplier x 0.99 RSM Equipment Sizing Load- Sensible + 30197 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 0 Vent.CFM x 49 gr.diff. = 0 Btuh Internal Loads = 230 x 8 No.People + 1840 Btuh Infiltration Load From Procedure C + 4161 Btuh Equipment Sizing Load-Latent = 6001 Btuh *Construction Quality is: a No.of Fireplaces is: 1 MANUAL J: 7th Ed. Right-Suite: Ver 4.1.27 S/N RSR24 64 2 Printout certified by ACCA to meet all requirements of Manual Form J BP2337 .rsr Job# BP2337 5-07-03 MANUAL J:7th Ed. Right-Suite 4.1.27 - S/N RSR2469 I Name of Room Entire House ENTRY/BTH GR DR 2 Running Ft Exposed Wall 272.0 Ft. 25.0 Ft. 33.0 Ft. 28.0 Ft. 3 Room Dimensions,Ft. 13.0 x 18.0 ft 16.0 x 18.0 ft 13.0 x 17.0 ft 4 Ceihtgs,Ft Condit.Option 8.0 d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 12D 3.0 1.8 2176 «k*» «k** 200 +*** **** 264 +'«* "** 224 Exposed b 13C 1.4 1.3 160 '*** **** 24 rk** **** 0 carr ka ra p ka«a kk ak Walls and c 0.0 0.0 0 k««« raar 0 ata« arts 0 ar«k »art 0 ka«a »art Partitions d 0.0 0.0 0 +«»» art» 0 ««kk a«kk 0 k«rk rr«« 0 »»ra rk»a e 0.0 0.0 0 star «r as 0 rr»« a«kr 0 as kk ra«r 0 k»a« arra f 0.0 0.0 0 «a k» sats 0 kasr as«s 0 «k»r rr»a 0 »««k ryas 6 Windows and a 3C 27.6 *' 147 4050 +•`* 13 358 w**• 48 1322 `+** 0 0 **" Glass Doors b 80 27.6 ** 68 1873 **w« 0 0 «**• 0 0 '**+ 68 1873 **** Heating c 0.0 ** 0 0 *«*• 0 0 **** 0 0 «kka 0 0 **'* d 0.0 ** 0 0 *+*w 0 0 *«** 0 0 **`* 0 0 **** e 0.0 *« 0 0 «kaa 0 0 »»ar 0 0 as«r p p arca f 0.0 *w 0 0 art» 0 0 aar 0 0 ««r« 0 0 ak»a 7 Windows and North 22.6 99 •*** 2237 13 **** 294 0 r*** C 0 '*** 0 Glass Doors NE/NW 0.0 0 **** 0 0 '+** 0 0 **«* C 0 **ks 0 Cooling E/W 0.0 0 **" 0 0 ••** 0 0 ***« 0 **** 0 SE/SW 0.0 0 k«»« 0 0 as kr 0 0 C 0 arra p South 37.6 116 **** 4362 0 **" 0 48 *•** 18 OE 68 «'** 2557 Horz 0.0 0 kr as p 0 as r» 0 0 ka as 0 sr»» p 8 Other doors a 11D 12.0 7.2 41 494 294 22 265 158 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12D 3.0 1.8 1939 5895 3506 165 502 298 216 657 391 156 474 282 Exposed b 13C 1.4 1.3 160 216 202 24 32 30 0 0 a 0 0 0 Walls and c 0.0 0.0 0 0 0 0 0 0 0 0 C 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 C 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 C 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 1 0 0 0 10 Ceilings a 16G 1.3 1.4 1983 2487 2814 0 0 0 0 0 221 277 314 b 16D 2.0 2.3 386 777 880 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 30.8 0.0 105 3232 0 25 770 0 33 101628 862 0 b 19G 1.3 0.0 340 459 0 0 0 0 0 0 0 0 0 c 20G 2.7 1.1 24 65 25 0 0 0 0 0 0 0 0 12 Infiltration a45.9 10.2 256 11746 2610 35 1606 357 48 2202 48S 68 3120 693 13 SubtotBtuh Loss=6+8..+11+12 **** 31293 +*+* **** 3533 •"** **'* 5197 *•** '**• 6607 +*"' 14 Duct Btuh Loss 5°/ 1565 +*** 5+/ 177 **** 51/ 260 **** 51/ 330 **** 15 Total Bruit Loss=13+14 ***« 32858 «*«« r*** 3709 ***a **«« 5457 «*** '**• 6937 ***« 16 Int.Gains: People @ 300 8 **** 2400 0 ***` 0 4 ***+ 12 QC 2 `r** 600 Appl. @ 1200 7 ***s 8400 0 sat« 0 0 0 0 a+*• 0 17 SubtotRSHGam=7+8..+12+16 ars« «««« 27729 ekrr rr«k 1137 **•« **** 3885 4446 18 Duct Btuh Gain 10% **" 2773 10°/ as«s 114 10% `••* 388 10% *r*' 445 19 Total RSHGain=(17+18)*PLF 1.00 s**• 30502 1.00 "w*' 1251 1.00 ***• 4273 1.00 rr«r 4890 20 CFM Air Required **** 1459 1459 **** 165 60 **** 242 204 **** 308 234 Printout certified by ACCA to meet all requirements of Manual J Form BP2337 .rsr Job# BP2337 5-07-03 MANUAL J:7th Ed. Right-Suite 4.1.27 - S/N RSR2464 1 Name of Room KT/DR/LD BR2/BR3/BTH BR4/DR MBR/FY 2 Running Ft Exposed Wall 19.0 Ft. 61.0 Ft. 35.0 Ft. 71.0 Ft. 3 Room Dimensions,Ft. 20.0 x 23.0 ft 17.0 x 20.0 ft 24.0 x 11.0 ft 34.0 x 17.0 ft 4 Ceiings,Ft Condit.Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO.I Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Cig 5 Gross a 12D 3.0 1.8 152 **"* **** 488 **** **** 280 **«s ssss 568 ss:r s:kr Exposed b 13C 1.4 1.3 136 **** **** 0 **** **** 0 **** **** 0 **** **ww Walls and c 0.0 0.0 0 wwws w+ww 0 +«+s ++ww 0 kwss ++ww 0 wwww r+ww Partitions d 0.0 0.0 0 ks sk wwkk 0 ws wk rwww 0 «www kk+w 0 rk kk kk kr e 0.0 0.0 0 *s ks w««k 0 +w kk +++w 0 wt w+ k«sk 0 +r kk r+ww f 0.0 0.0 0 r+r« akr 0 r+kk w++w 0 kksw asst 0 irww skkk 6 Windows and a 3C 27.6 ** 7 193 **s* 22 606 **** 21 579 **** 36 992 ssrs Glass Doors b 80 27.6 "* 0 0 **** 0 0 **** 0 0 **** 0 0 **** Heating C 0.0 ** 0 0 ss kw 0 0 s«ww 0 0 r«rk 0 0 kw+* d 0.0 s* 0 0 ssrw 0 0 ««wr 0 0 kr ww 0 0 sr+w e 0.0 ** 0 0 ""*" 0 0 **** 0 0 **** 0 0 **"* f 0.0 s* 0 0 kssk 0 0 ks** 0 0 **»k 0 0 "wss 7 Windows and North 22.6 7 **** 158 22 **** 497 21 **** 475 36 **"* 814 Glass Doors NE/NW 0.0 0 **** 0 0 **** 0 0 **** 0 0 ***+ 0 Cooling E/W 0.0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 SE/SW 0.0 0 **** 0 0 **ss 0 0 **** a 0 **** 0 South 37.6 0 **** 0 0 **s* 0 0 **** 0 0 **** 0 Horz 0.0 0 **ss 0 0 **** 0 0 **** 0 **** 0 S Other doors a 11D 12.0 7.2 19 229 136 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 a 0 0 0 9 Net a 12D 3.0 1.8 145 441 262 466 1417 843 259 787 468 532 1617 962 Exposed b 13C 1.4 1.3 136 184 171 0 0 0 0 0 0 0 0 0 Walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 a 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 460 577 653 460 577 653 264 331 37 578 725 820 b 16D 2.0 2.3 0 0 0 0 0 0 0 0 386 777 880 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 30.8 0.0 19 585 0 0 0 0 0 0 C 0 0 0 b 19G 1.3 0.0 0 0 0 340 459 00 0 0 0 0 c 20G 2.7 1.1 0 0 0 0 0 0 0 0 24 65 25 12 Infiltration a 45.9 10.2 26 1193 265 22 1009 224 21 964 214 36 1652 367 13 Subtot Btuh Loss=6+8..+11+12 **ss 3401 *w++ sss* 4068 **** ***s 2660 **** ***t 5828 **ss 14 Duct Btuh Loss 51/1 170 **** 51/ 203 **** 5% 133 **** 5% 291 **** 15 Total Btuh Loss=13+14 **** 3571 "*** **** 4271 **** **** 2794 *"** sss* 6119 ***s 16 Int Gains: People @ 300 2 "*** 600 0 "«ss 0 0 00 *"** 0 Appl. @ 1200 4 **** 4800 1 rr+r 1200 2 **** 240 0 ***s 0 17 SubtotRSH Gam=7+8..+12+16 «sss **** 7046 ""** **** 3417 «s** ssw« 3932 3868 18 Duct Btuh Gain 10% **** 705 10% ss r« 342 10° ssss 393 100 «r«« 387 19 Total RSH Gaut I7+18)*PLF 1.00 *"** 7750 1.00 **** 3758 1.00 s*** 4325 1.00 **** 4254 20 CFM Air Required **** 159 371 **** 190 124 207 **** 272 204 Printout certified by ACCA to meet all requirements of Manual J Form I�ifiiNitE City�of Atlantic Beach *** CUSTOMER RECEIPT *** aper: dLANIER Type: OC Drawer: 1 Date: 8/12/94 91 Receipt no: 77988 Descripption Quantity Amount 2884 28819 BP BUILDING PERMITS 1.88 $278.88 Tender detail CK CHECKS 38278 $278.88 Total tendered $279.89 Total payment $278.98 Trans dater 8/12/94 Time: 12:32:57 SS, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD +' ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028819 Date 8/12/04 Property Address . . . . . . 198 MAGNOLIA ST Tenant nbr, name . . . . . . NEW POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 20000 Owner Contractor --------------------- --- ------------------------ PENNINGTON, R. S . CRYSTAL POOLS & SPAS 1084 12TH ST. N. 20 KNIGHT BOXX ROAD JAX BEACH FL 32250 ORANGE PARK FL 32065 (904) 993-2000 (904) 272-5676 -------------------------- -------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . DAVID PRUETTES ELECTRICAL SVC. Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 V PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. B ,9FFI AL �3 CITY OF ATLANTIC BEACH { f ELECTRICAL PERMIT APPLICATION s, Date: Property Address: _/ j'Y�,c�c�Nol.�A Sl Owner- -9, S , t0&NN tn/QTUnJ Telephone#: 9q3- z 00 Contractor: hAV/ D A-uEZ—Le Telephone#: 272- -7225 Contractor Address: Fax#: Z7 I- 7 22. 9 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is Q—'New L Residence ❑ Temp. ❑ New being done on this building C1 Old C3 Commercial C3Si ns ❑ Increase Or site,list the building � Permit number: ❑ Re-wire ❑ Addition Sq. Ft. ❑ Repair Conductor Size: AMPS: COPPER ALS Switch or RACE Breaker AMPS Z-0 PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO, SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 10 AMPS 31 100 AMPS Switches f' Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS 5 « P UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us BIVINS ELECTRIC CO., INC 1004 SOUTH 2ND ST. JACKSONVILLE BCH,FL 32250 904-249-4308 904-249-0336 FAX August 10, 2004 City of Atlantic Beach Building Dept. RE: 198 MAGNOLIA ST. REQUEST FOR EARLY POWER This letter is a request for early power at above referenced address,permit# 04-28113. In re the power to be turned on by JEA, Bivins Electric Co., Inc. understands that ty of Ad ntic Beach i t responsible for any problems that may result in turning the power on and that Bivhwtlectric Co., Inc. is fully responsible. 7and Bivins-P4sqeiit Date State of Florida County of Sworn and subscribed to me this k(:) day o 2004. Who is personally known by me. or produced identifi ation TYPE 111111111111!1/! Notary Public State of Florida 'may #DD 163174 ;o /�!'11111111!111 AppR CITYBU1L DING p i LEACH UG 200 Schlueter, Jennifer From: Pitre, John D. [PitrJD@jea.com] Sent: Tuesday, August 10, 2004 9:01 AM To: Schlueter, Jennifer Cc: Schweizer, Carol M. Subject: RE: Inspections Jennifer, I believe this customer wants to us to energize the service & set a meter so he can lay in the wood floors. We can't set a meter on a rough, only a final or temp final. John -----Original Message----- From: Schlueter, Jennifer [mailto:jschlueter@coab.us] Sent: Tuesday, August 10, 2004 8:31 AM To: Schweizer, Carol M. Cc: Pitre, John D. Subject: Inspections Carol, The customer for 198 Magnolia St. , #27664 says the line drop still isn't done. The rough electric inspection was done and approved and released on June 18, 2004. Can you give me an update when you get a chance so I can call Bivins Electric back. Thanks, Jennifer 1 CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT 800 Seminole Road j � Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PUBLIC SAFETY PLAN REVIEW COMMENTS Permit Application # 04- 29103 Property Address: 19 S M A G N o L 1A S 1 R VF T Applicant: P• G P N h1t N�►TO N Project: t4 ;V MNl� WOOD r FN Gt- This permit application has been: Approved F7 Reviewed and the following items need attention: 42 Please re-submit your application when these items have been completed. Reviewed By: Date: Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT L. Higgins J 800 Seminole Road J } Atlantic Beach, Florida 32233 (904)247-5800 1J,34> (904)247-5845 Fax PLAN REVIEW COMMENTSx; Permit Application # A-4 - 2 910 3 Property Address: a M16�101 SS��kT Applicant: S P�NN►NGTO N Project: BR�cK FrtN q- This permit application has been: '�'' Approved Reviewed and the following items need attention: a Please re-submit yo a ication when these items have been completed. Reviewed By: Date: Ate—49 s CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION Date: Job Address: Me Owner's Name: 4 V >5VA✓1A.)61V , ' Address: /©gf'-,/ Ayl_ jl_4[a 16&46 ' sXL Phone: ` a � © Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: &1rV10! _ Address: / Phone:S Phone: City:s�C� X/(JlCCc�'" State: —. Zip: Fax: Type of 9 tA Valuation Of Fence: ❑Interior Lot Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? A10* If yes,please submit with this application. Tree Protection: [1NO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: �(1�tV/'�t✓CS�1?�C/ Mailing Address: ! S jr � i[� �/9yj- Phone: 7 �7 �(� Fax: P* 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 3/04/04 I hereby certify that all ' 4/nded application is correct. Signature of Owner• - t Date: do 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 p ion any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the pe ce f onstructio f the property. I understand that the issuance of this permit is contingent upon the above information being true and rre t the plan and supporting data have been or shall be provided as required. Signature of Contractor: Date�Q� AS TO OWNER: L Sworn to and subscribed before me this day of C,74054el 20 State of Florida,County of Duval 1 Notary's Signature: ELLEN IAVMK Personally known MY COMMISSION#DD 342487 € EXPIRES:August 1,2008 0"Produced Identification B=M Tft No"Pu*UndovftM Type of Identification Produced R--DL _0 AS TO CONTRACTOR: , Sworn to and subscribed before me this "f day of 0 c.�m bz,r- 20 . State of Florida,County of Duval Notary's Signature: 9"'N•,��ELLEN IAVAKE Personally known MY COMMISSION N DD 342487 ` EXPIRES:August i,2008 �.•� [ Produced Identification . sordes nm NdM PU Mo""*"- Type of Identification Produced IrL T,)L P! s -rn? -L(%--j(I —O 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 . http://www.ei.atiantic-beach.fl.us Page 2 Revised 3/04/04 EXHIBIT A-ORDINANCE NUMBER: 90-03-184 Sec. 24-157. Allowable Height of Fences and Walls. (a)Within Required Front Yards,the maximum height of any Fence or wall shall be four(4)feet. (b) Within Required Side or Rear Yards,the maximum height of any Fence or wall shall be six(6)feet. (c) On Corner Lots, no fence, wall or Landscaping, exceeding four (4) feet in height, shall be allowed within ten (10) feet of any Lot Line which abuts a Street, provided however, that clear vehicular and pedestrian sight distance shall be maintained at any Street intersection. (d)The height of fences and walls shall be measured from grade to the top of the Fence or wall. Where a Fence or wall is erected at the junction of properties with varying elevations, the height of the Fence or wall shall be measured from the side with the lowest elevation. The use of dirt, sand, rocks or similar materials to elevate the height of a Fence or wall on a mound is prohibited. (e) The maximum height of retaining walls on any Lot is four (4) feet. A minimum of forty (40) feet shall separate retaining walls designed to add cumulative height or increase site elevation. Sec. 24-158. Guardhouses and Security Buildings. (a) Guardhouse or security Building shall mean any Structure designed, built or used exclusively for the shelter and on-duty accommodation of persons engaged in the protection, guarding and security of persons and property. (b) Upon specific approval of an application for a Building Permit to install, construct or place guardhouse or security Building and issuance of a Building Permit, a guardhouse or security Building may be erected, installed,placed or constructed within any Zoning District. (c) Any person or party desiring to erect, install, place or construct any guardhouse or security Building shall apply to the Building Official. Such application shall meet all requirements of applications for Building Permits and shall be accompanied by the Building Permit fee required by the City for commercial Structures. (d) Upon receipt of the application and filing fee, the City shall, as soon as practical, either approve and authorize issuance of the permit, or deny the same. If the permit is authorized, the Building Official shall issue a Building Permit for the guardhouse or security Building. (e)No guardhouse or security Building shall be occupied until it has passed all Building inspections and a Certificate of Occupancy has been issued for the Building. (f) When any guardhouse or security Building has ceased to be used for such purpose as defined in this Section, and the guardhouse or security Building does not meet all setback, square footage, electrical, plumbing or other requirements necessary for the issuance of a Building Permit as a Principal Use, Accessory Use or Use-by-Exception in the Zoning District where the Building is located, it shall be removed at the owner's expense unless the City authorizes a continued Use. Ordinance Number: 90-03-184 Initial Effective Date: January 01,2002 with amendments through December 08, 2003 78 619335 r MAP SHOWLVG BOUNDARY SURVEY OF LOT_ & 59 BLOCK AS SHOWN ON MAP OF s ysc-rlol j c,. AS RECORDED /N PLAT BOOK PAGES__,$ _OF- THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTJFIED FOR./G /.uyES7'/tiY=err 6--ILJ ��21 S'f, iAaC �ii2s? ,�s��Zic,g�tJ TiT C /u¢ G L Co to Z-5 o ti 5CA (9.8) 4.9 //.7' G �• N �.�' l5'.Z ' C-) _ a 4 rL 0 .9LC MJ 7-z--Z/02 mit-C�LES' ,��2 E (4,q z/ ZQ. l ' M4aA_J0(_1,4 S772cET FaO. a-ZD_a • (.7M (so' ,_"14 0) ('7.?0) _ 2�TA,LE /,KyLc'3"- l?_ 0�, 0¢, //Q'S', 0�►/�aP ` TOPP 9 9 o3 03 -4-M COT Z, / 56-.5 (./q-0 3 a Z THE PROP TY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONEK AS SCALED FROM FLOOD INSURANCE RATE MAP [ FOR THE CITY OF Aa TIC FLORIDA, DATED_ �l-17-09 AND IS SHOWN AS A COURTESY ONLY AND DOES NOT CONS7777J7 A CER77FCA roN OF SAME. TRI—STATE LAND SURVEYORS, INC. 8411 BA YMEADOWS WAY SUITE #2, JACKSONWLLE, FLORIDA 32256 (904) 731-7235 LEGEND ■ cam Brow . ,Row cap THIS SURVEY DOES NOT REFLECT OR DETERMINE OAfVERSH/P. (MT w'" W I LS 4144) NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL nww OF A FLORIDA LICENSED SURVEYOR AND MAPPER. O OW COR(FMW) ®CRM CUT &R.L 9UL MlG NSnWnM LM LARRY G. EDDY, P.L.S. No. 4144 • Ew'rf"s°" RIVMMT-OF-WAY GLENN M. BROADSTREET, P.S.M.. No. 5814 R/W - CDM. En AR£A SCALE. E. NM Ao& AN COVDI AW PAD SIERED SURVE AND MAPPER, (R) R 10YAL° A41°E DA TE. 4—Z 7—oz STATE Gly FLORIDA LB . ( ,y4921) F.B. PO ORDER NO. CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029103 Date 10/11/04 Property Address . . . . . . 198 MAGNOLIA ST Tenant nbr, name . . . . . . BRICK & WOOD FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4000 Owner Contractor ---- ---- ----- --- -- -- ---- --- - -- --------- --------- PENNINGTON, R. S . OWNER 1084 12TH ST. N. JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 993-2000 --------- -------------------------------------- -- --------------------------- Permit FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . 0 --------- ----------- ---- ----------------------- ----------------------------- Special Notes and Comments APPROVED SUBJECT TO REVISION AS FOLLOWS : FENCE IS LIMITED TO 4-FEET IN HEIGHT FROM DAVID (PARK) STREET SIDE FOR A DISTANCE OF 10 FEET FROM LOT LINE. Fee summary Charged Paid Credited Due ------------- ---- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. fik PA C 0 44%^46 BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027664 Date 2/19/04 Property Address . . . . . . 198 MAGNOLIA ST Tenant nbr, name . . . . . . NEW SFR, 1069RAD/2798SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 190000 Owner Contractor PENNINGTON, R. S. R. S . PENNINGTON CONSTRUCTION 1084 12TH ST. N. 380 13TH AVE N JAX BEACH FL 32250 JAX BEACH FL 32250 (904) 993-2000 (904) 993-2000 --------------------------------------------------------------- - ------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 765 . 00 Plan Check Fee 382 . 50 Issue Date . . . . Valuation . . . . 190000 -------------------------------------------- ---------- - --- --- -- - ----- ------- Special Notes and Comments PERMIT IS ISSUED PENDING THE FOLLOWING REQUESTS FROM PUBLIC WORKS : PROVIDE STORMWATER IMPERVIOUS CALCULATIONS . PROVIDE DRAINAGE PLAN AND EROSION AND SEDIMENT CONTROL PLAN. MUST HAVE PIPE UNDER DRIVEWAYS ON MAGNOLIA ST. , AS DRAINAGE FROM THE SOUTH GOES NORTH TO THE CATCH BASIN AT MAGNOLIA AND DAVID. PIPE WILL ALSO NEED HEADWALLS . -------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE- 26 CAPITAL IMPROVEMENT ;; 325 . 00 ST CONSTRUCTION SURCHARGE 12 . 59 AB CONSTRUCTION SURCHARGE 1 . 39 STATE RADON SURCHARGE 5 . 07 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 570 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------- --- ---, ---------- --------- - -- ----- - -- ----- -- - - - BUILDING F146F* R�lWH`MPiyIjBRIS FROM lft MUST NOT-��A��?IN PUBLIC SPACE, DT�MUST BE CLEARWO LE T hV WITH THE CONST ON LIEN LAW CU. WH URP!CH AR �R�F 11"EWN$��ECTT TZ CTOR TWIC�ON FOR VWA N*APP CAB E PRCI�IDISSUED ACCORDZ`TO"PROVED. P . 00 LA Grand Total . 3871 . 81 3871 . 81 . 00 . 00 BUILDING OFFICIAL �c P�LANr'C' FOR P0.," ' 05 W5 NOTICE OF ADDITIONS or CORRECTIONS : D• NOT REMOVE JOBADDRESS DATE 1 `l MAG"oe- `{ - © q THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted le—Ji I00od51 ON Sueef_ y 4-/N F LES T �c9 j��q C Jia�ks'L+rec f IJ 4-i E•Z C ccs S 7` JX2/4 l Ag E] WMgREINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered,any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have beery made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. LANrj�, AY 0 5 2005 NOTICE OF ADDITIONS or CORRECTIONS-, D• NOT REMOVE JOB ADDRESSDATE //�� e- ` r THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 5�c7` 317-.S. Ld- �- s $**.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered,any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office-from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday, P'tLAN1,C FtORI a € CK# ' OF DDITIONS or • " • D• NOT REMOVE JOB AWRESS DATE NO; Ax 0• l-4 - a- THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Ll r- -7 3) OCCCCSS 40 16&s l cr 3s -®0 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. PZLANrc 0R Oa Cid . .. OF ADDITIONS or CORRECTIONS ' D• NOT REMOVE JOB ADDRESS DATE lqg THI JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Pen2_ F gc COWDRAX21M VS 4-n ��) $1� REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m.to 5:00 p.m. Monday through Friday. BLDG City of Atlantic Beach � CUSTOMER RECEIPT eee Oper: DSMITH Type: OC Drawer: 1 Date: 10/11104 01 Receipt no: 2001 Delemption Quantity Aaount 2004 29103 BP BUILDING PERMITS 1. 1.00 $35.00 Tender detail CK CHECK 11730 $35.00 Total tendered $35.00 Total pay2ent $35.00 Trans date: 10/11/04 Tire: 10:38:29 "16fill swti M/6TR 1%""141 TMKS onaw I'm IFT IL %TT " IT"""Pui SOON ONIt1l 4 Ma WN" 4nom W. t1osM am 1IMWjt 3Q iICU W n INS =Al t1 M Al l"j W" 31*Wr4V P A4t3 619335 MAP SHOWDVG BOUNDARY SURVEY OF LOT & �$9 BLOCK -,I,— AS SHOWN ON MAP OF SEC'TIOAJ quo.i SAC? lz AS RECORDED IN PLAT BOOK PAGES 8 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED FOR: G j` />tJYES?ML=h�'T" E7tJ7�,�>>RtSES, /NCS F/�257A/1E�2/c.giU 7/7 C Gzco Co ZS '5 CA vv' O,Z lQk h r ALC Ind 7'L-Z/v.2 0 0 O N � N 5U.UU" �'I�C�uvc.ir� S?/2cET THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE K AS SCALED FROM FLOOD INSURANCE RATE MAPS_ FOR THE CITY OF aae7q y'C , FLORIDA, DATED 4-17- . AND IS SHOWN AS A COURTESY ONLY AND DOES NOT CONSTITUTE A CERTIFICATION OF SAME. TRI-STATE LAND SURVEYORS, INC. 8411 BA YMEADOWS WAY SUITE #2, JACKSONWLLE, FLORIDA 32256 (904) 731-7235 LEGEND ■ Cava Ala/ • MN car THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. (SET WN CAP I LS 4144) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL f wcr OF A FLORIDA LICENSED SURVEYOR AND MAPPER. O IRM Car(FlWW) ®peas cur &R.L BURMNC RESmc7M LME LARRY G. EDDY, P.L.S. No. 4144 Ew r EAsaravr GLENN M. BROADSTREET, P.S.M. No. 5814 R/W NGW-Q—WAY COV COMMAREA SCALE. E. £ parhxLrvE A�t A*CaW' c PAD ISTERED SURVE AND MAPPER, (R) RA&&aSTAwr DATE.• 4-Z7-OZ STA 1F OF FZOR/DA (LB , 4921) Q cL1Y ww F:R-__93&?-Pr. _o MAP SHOWING BOUNDARY SURVEY OF LOT G BLOCK AS SHOWN ON MAP OF SECTIOAJ .u0./ SALTALE '-1 AS RECORDED IN PLAT BOOKL,� PAGES a OF THE PUBLIC RECORDS OF,DUVAL COUNTY, FLORIDA CERTIFIED FOR: GS I.yYESTME7t17' E/tJTE?C�/2/SES l��G'.y F/2ST �✓l�>z/cpAl T/7CL G 4 co (L Z'5 5, su vo' Naut v E Sr+�co F� cvicep tZ 7.4 �o �C'DAk. DECK cl . Z2.6755T Oda Q c � ,4LL /nJ 7'1�/vi2 A�t.t'�LES 5' j 15 J - 1'-74aA-vuu s7A2c,67- f THE PROPERTY SHOWN HEREON APPEARS To U£ W MIN FLOOD HAZARD ZONEAS SCALED FROM FLOOD INSURANCE RATE MAPS_ FOR THE CITY OF .4d�4a-,o '� . FLORIDA, DATED 4-/7-09 AND IS SHOWN AS A COURTESY ONLY AND DOES NOT CONSTITUTE A CERTTFCATION OF SAM£E, TRI—STATE LAND SURVEYORS, INC. 8411 BAYMEADOWS WAY SUITE P. JACKSONVILLE, FLOROA 32256 (904) 731-7235 LEGM .aave rw ,m cut THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. (W MM w I La" ) NOT VALID WITHOUT THE SIGiNATUR£ AND THE ORIGINAL RAISED SEAL "°10E OF A FLORIDA LICENSED SURVEYOR AND MAPPER. o om oat ov") Y cmm cur LARRY C. EDGY, P.L.S. No. 4144 MAL AMAM Aesn cmw LM p1Y7 EASEmwT GLENN M. BROADSTREET, P.S.M. No. 5814 ov COMM urs SCALE.- , CALE: .�r f �� Nc A*WC no M PAD SIERED SURVEYq AND MAPPER, m s�=TAN= DATA 4-Z7-oZ STATE OF FLORIDA (LB /4921) m aava*a bt PG ORDER NO. http://maps.coj.net/WEBSITE/DuvaINIAps/toolbar.asp 2/5/2004 MAP SHOW12VG BOUNDARY SURVEY OF LOT & BLOCK AS SHOWN ON MAP OF S ECT1vA.J Ay-.l SAL?Ai? ti * ?514 5549 AS RECORDED IN PLAT BOOK LO PAGES 8 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERAF/ED FOR: GS iA�vES7M�� E/v7�e�EZISE,£. i.uc.* �i.�s7�.��2ie�v rrrcc GLG &Z'5 su oc�' S wain n € v • b Conte. b Ec ec 0, , Q ,44J- 1^J 74-1/v2 My of Atlantic. .Bas e i HlaWkq Md Its=0 pprorN vMMa eoa nra applicable ng, subdlrisfon and oth r local land dweiopmant regulations, but not constitute approval for ft Wous of Compliance with Florida and an r applicable /,5, local at to adoral pennitbn requirements 6 RA- 5U'tx� qj- nus ignature of th City of Atlantic Be 1 prise to issuanav of a 7/gc4 vv�14 - - 5recx7 ly L re the (sz'• ,%") 0 14 l THE PROPERTY SHOW HEREON APPEARS TO UE WIHIN FLOOD HAZARD ZONEAS SCALED FROM FLOOD INSURANCE RATE MAP__1� FOR THE CITY OF 'Qd "'TT'c , FLORIDA, DATED 4'-17-0`) AND IS SHOW AS A COURTESY ONLY AND DOES NOT CCIVS71TUTE A CER17FCA71ON OF SAME. TRI-STATE LAND SURVEYORS, INC 8411 BAYMEADOWS WAY SUITE #2, JACKSONVILLE; FLORIDA 32256 (904) 731-7235 LEWM •cava rw •MON me THIS SURVEY DOES NOT REFLECT OR DETERMINE OWERSHIP. (w~TM w j`s'1") NOT VALID WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL FUM OF A FLORIDA LICENSED SURVEYOR ANC MAPPER. o wow ole&am) 01, -, cur ,#Jtea, ,,�f LARRY G. EDDY, P.L.S No. 4144 esn EASnAW GLENN M. BROADS7REET, P.S.M. No. 5814 COVCOWM AWA SCALE. 4 ao+waNc AA AW CWMyXWM r�o _ STEREO SURVEYOR AND MAPPER, M 1A01A1 MrAMW DATE: 4-Z-7-oZ STATE OF FLORIDA (LB ;x4921) Im Comm FA PG DRDFM Nn - CJTYG,_ -''T ,a f� F.EACH CITY OF ATLANTIC BEACH ,r. BUILDING PERMIT APPLICATI (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) ��; Job Address: �vtn� D��na1�t J Owner of Property: 1917 7-� Address: Zo 1' /��'�'�y- . Vi �i9 X Z5,=A(1,& 14 Telephone: ¢ �S'3 �CJdb Legal Description: Block Number:164:tA 2 Lot Number: J Zoning District: Contractor: j'jU:!5 , Rel),?!1V 6477_>J State License Number: Contractor's Address: A- Cc ��/�""�L��//��,�2i� Telephone: 49,m --P4/ Q � Fax: Sell V579/ Describe proposed use and work to be done: Al -,-50gF�12 - Present use of land or building(s): T" Valuation of proposed construction: s /ftp Is approval of Homeowner's Association or other private entity required? vim If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ® NO. Applicant certifies that no trees will be removed for this project. ® YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 - Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from tota rvio Surface. 6. Other information as may b p ria r individual pplications. I hereby certify that all in a' pr i ed with this plication is correct. Signature of owner: 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 f any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the per ance constructio f the property. I understand that the issuance of this permit is contingent upon the above information being true an ct at the plan and supporting data have been or shall be provided as required Signature of Contractor: Date: �� b i Address and contact information of person receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: r Sworn to and subscribed before me this ? day of k Al eal � -,200-3 . State of Florida,County of Duval Notary's Signature: SH GIRE OSSELIN personally known MY COMMISSION# DD 235732 Produced identification EXPIRES:October 9,2007 Type of identificationroduced 180&3-NOTARY FL Notary a Discurt Assoc.Co. p AS TO CONTRACTOR: Sworn to and subscribed before me this day of yVO4),101?,1111 , 20 State of Florida, County of Duval ti Notary's Signature: HERI GOSSELIN Personally known MMISSION# DD 235732 produced identification IRES:October 9,2007 414100-3-NOTA:RY SH: NotaryDiscournAssoc.Co. Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http:llwww.ci.atlantic-beach.fl.us Page 2 Revised 1114103 J M {S1 J Ell CITY OF ATLANTIC BEACH 3Wi"•:?�rtk FLOOD PLAIN DEVELOPMENT INFORMATION Location: �j'" 6.39 Type of Development: 14/&-Z J iL.. s, Flood Zone: 14 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 Acknowledgement: I underst d that the issuance of this permit is contingent upon the above information being Corr an t the plans and supporting data have been or shall be provided as required. I agree t c in with al applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinan ff ' g the oposed development. Applicant's Signature: ' Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 ` INSPECTION PHONE LINE 247-5826 �JAir Application Number . . . . . 03 -00026769 Date 9/25/03 Property Address . . . . . . MAGNOLIA ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------- -- --------- -- - ----- -- -- -------- ------- PENNINGTON, ROBERT OWNER 380 13TH AVENUE N. JAX BEACH FL 32250 (904) 993-2000 ---- ------ ----------- ---- ------ ------ ----------------- --------- - ------- ----- Permit . . . . . . TREE PERMIT Additional desc, . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/02/03 Valuation . . . . 0 Expiration Date . . 3/01/04 --- ----------- ---- ------- ---------------- - ------------- ---- ------- ------ ---- Special Notes and Comments REMOVE 32" OF PALM AND 76" OF MAPLE TO BE MITIGATED BY PAYING INTO THE TREE FUND 10" AT $117 PER INCH, PLANTING 28 " OF HARDWOOD AND 16" OF PALM ON SITE; WITH THE APPROVAL OF PUBLIC WORKS, THE APPLICANT IS ALLOWED TO PLANT ON THE RIGHT-OF-WAY; AND THAT THE CHINA BERRY BE REMOVED WITH NO MITIGATION REQUIRED. Fee summary Charged Paid Credited Due ----- ------ ------ ---------- ---------- - ----- ---- ------ - - -- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 619335 MAP SHOWDVG BOUNDARY SURVEY OF LOT & �� BLOCK AS SHOWN ON MAP OF S EG—rlol J A JU. / SA crajP AS RECORDED IN PLAT BOOK_PAGES 8 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER77FIED FOR: G f`S />tJl/ES7ML=?crl- E7y7�P 1 ES. /�taC'. Fi/2S? �N1E72/c.g1J 7'/?LE / v P14,5c t .F-1 u2 0 c 1025 u vv' 04 �1 I c') � 3 0 0 quo � �•�• o /3LnC,. � �. � C- A/ v ALL /ti 72-`-Z/ve40, 4 -CAGES' Ne E P/ILE- 7. o) 7�, �� M4aA- v -iA s7"l2c.cT TDPD 9.903 , 0� -4��l0 , 9�I : 5S' r� i 5E•:5 � l -a o - z : alp THE PROP TY SHOWN HEREON APPEARS TO LIE WIT41N FLOOD HAZARD ZONE K AS SCALED FROM FLOG INSURANCE RATE MAP-1 _ FOR THE CITY OF 1'47 Ze , FLORIDA, DATED 4--17-09 AND IS SHOWN AS A COURTESY ONLY AND DOES NOT CONSTITUTE A CER71FCA77OV OF SAME. TRI-STATE LAND SURVEYORS. INC. 8411 BA MEADOWS WAY SU17E #2, JACKSONOLLE, FLORIDA 32256 (904) 731-7235 LEGEND ■ caw ucw • Pm COR. 774/S SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. (ser WW CAP/LS 4144) NOT VAUD WITHOUT T NE SIGNATURE AND THE OR(GINAL RAISED SEAL -c-nwx OF A FLORIDA LICENSED SURVEYOR AND MAPPER. o AWN crow.(fMW) incur aRL. 81XIM-R07MCWN LW LARRY G. EDDY, P.L.S. No. 4144 M'r E4SEk*rT GLENN M. BROADSTREET, P.S.M. No. 5814 R/W RlONT-DF-WAY /) cov. CnWam AWA SCALE.• f Caves A/t AW CaW7MWMc PAD ESISTERED SURVEYO AND MAPPER, (R) RAMAL aSTMiX DATE.- 4-27-07- ST47E- OF FLORIDA (LB #4921) Q toad F.B. PG. y ORDER NO. Z- 075 MAP SHOMG BOUNDARY SURVEY OF LOT G 39 BLOCK --k— AS SHOWN ON MAP OF SEGT/OA0 qua-1 SAL7,0ZE )=I � ?3!aSSSSQ AS RECORDED IN PLAT BOOKLj PAGES_ _OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERAF/ED FOR: G& /AJI/E.STMN'7t17- Eltl7E?C/�RlSES itiaG' F7�S? �2/civ TITLE G LG G ZS s Q Old' s Iveco, O C &i'- F7�-6 a+� `t�7Nc- DECK � `C 7_?$.35Tr 'g I . ALL. GAJ 7'4'x 102 City ofAtlantic Beach ,4A,6Z.65 *tanning and Zoningi Deparl iwnt This oppmvat voift oompiisnoe w th applicable rzo AAti!<sp, subdivision and other local land development regulations, but does of constitute approval for the issuance of permits. Compliance aFforlds and all of er applicable /S , 1 permitting equirements signature of the ity of Atlantic Soso �1 prior to the i seance of a buildin /1144k,vuA S7.ecE7' mun or f THE PROPERTY SHOWN HEREON APPEARS 70 UE WHIN FLOOD HAZARD ZONE K AS SCALED FROM FLOOD INSURANCE RATE MAP__ FOR THE CITY OF Aaeno,-' , FLORIDA, DATED 4-17-U' . AND IS SWOON AS A COURTESY ONLY AND DOES NOT CONS77TUTE A CER77FCA77ON OF SAME. TRI--STATE LAND SURVEYORS, INC. 8411 BA MEADOWS WA Y SU17E• f2, JACKSON MLLE, FLORIDA 32256 (904) 731—7235 �aErro •arc Mw Mw ate, 7H/S SURWY DOES NOT REFLECT OR DETERMINE ONNERSH/P. (*T Ww rw I Ls""I NOT VAUD wHOUr THE SIGNATURE AND THE ORIGINAL RAISED SEAL 119 FVFae OF A FLORIDA LICENSED SURVEYOR AND MAPPER. o raw ow(FW D) Y aeon CUT a&L NUUM RESIWM,IM LARRY G. EDDY, P.L.S. No. 4144 41 carr usmoFr GLENN M. BR.00A�DDSTTREET, P.SM.-No. 55614 WV. Cineo�i au SCALE: /7 � //L rf.+.►^" f anmrrir AA AFF CQVWWMM PM STFRED SURVEYOR AND MAPPER, AV "A0 L wrAox DA7E. 4-?-7-o?- STATE OF FLORIDA (LB 14921) Q ar+ar� ORDER NO. rte,S-r ik�jk CITY OF ATLANTIC BEACH i` 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026769 Date 9/25/03 Property Address . . . . . . MAGNOLIA ST Application description . . . TREE PERMIT Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------ -- -------- -- ---- -- ------- -- ---- --- - --- --- - PENNINGTON, ROBERT OWNER 380 13TH AVENUE N. JAX BEACH FL 32250 (904) 993-2000 -------------- -- ----- --- ------------- ------------ -- --- ---------------------- Permit TREE PERMIT Additional desc. . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/02/03 Valuation . . . . 0 Expiration Date . . 3/01/04 ------ --------------- -------- -------- ----------- -- ----- --------- ------------ Special Notes and Comments REMOVE 32" OF PALM AND 76" OF MAPLE TO BE MITIGATED BY PAYING INTO THE TREE FUND 10" AT $117 PER INCH, PLANTING 28" OF HARDWOOD AND 16" OF PALM ON SITE; WITH THE APPROVAL OF PUBLIC WORKS, THE APPLICANT IS ALLOWED TO PLANT ON THE RIGHT-OF-WAY; AND THAT THE CHINA BERRY BE REMOVED WITH NO MITIGATION REQUIRED. Fee summary Charged Paid Credited Due ----------------- ---------- ------- --- --- ----- -- ---- -- ---- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL J SS r' CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: L6` 7- 6 99-- - I s,4r12,- Type of Development: AAL-EZU Flood Zone: X— Ii 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 Acknowledgement: I underst d that the issuance of this permit is contingent upon the above information being corr an t the lans and supporting data have been or shall be provided as required. I agree t c mp with al applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinan ff g the oposed development. Applicant's Signature: Date:A/ Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026769 Date 9/25/03 Property Address . . . . . . MAGNOLIA ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 0 Owner Contractor -- --------- - ------- ----- -------- - -- ---- - - -- ----- PENNINGTON, ROBERT OWNER 380 13TH AVENUE N. JAX BEACH FL 32250 (904) 993-2000 - -------- --- ------------------------------ ---- - -------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/02/03 Valuation . . . . 0 Expiration Date 3/01/04 ---------------- --- ---------------------------- -- -- --------------------- Special Notes and Comments REMOVE 32 " OF PALM AND 76" OF MAPLE TO BE MITIGATED BY PAYING INTO THE TREE FUND 10" AT $117 PER INCH, PLANTING 28" OF HARDWOOD AND 16" OF PALM ON SITE; WITH THE APPROVAL OF PUBLIC WORKS, THE APPLICANT IS ALLOWED TO PLANT ON THE RIGHT-OF-WAY; AND THAT THE CHINA BERRY BE REMOVED WITH NO MITIGATION REQUIRED. Fee summary Charged Paid Credited Due ---------- ------- ---------- --- -- --- -- -------- - - ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH �For J� :tBUILDING / ZONING DEPARTMENT 800 Seminole Road J Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: �► � �1 � ► Project: AIJ This permit application has been: roved F-1 F-1 Reviewed and the following items need attention: Please re-submityour application when these items have been completed. _04 Reviewed $y' Date: �'� s CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: Z4- 7— 699 c% '7,-P 1 Type of Development: ,/1/4e::rZ l s��.. r, Flood Zone: X— ', 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 Acknowledgement: I underst d that the issuance of this permit is contingent upon the above information being Corr an at the plans and supporting data have been or shall be provided as required. I agree t c mp with al applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinan ff g the Voposed development. Applicant's Signature: / Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 City of Atlantic Beach REPRINT a CUSTOMER RECEIPT * Open's DSMITH Type: OC Drawer: 1 Date: 4/19/04 81 Receipt no: 49142 Description Quantity Amount 27664 BP BUILDING PERMITS 00, 2884 28114 1.N $85. BP BUILDING PERMITS 1.00 $70.00 2N4 28113 BP BUILDING PERMITS 1.00 $70.00 Tender detail CK DiECKS 7642 $225.00 Total tendered $225.80 Total payment $225.00 Trans date: 4/19/04 Time: 9:28:52 Map Output Page 1 of 1 JAXGIS Property Information - 20" 212 201 196 liby 1 D;fr �fr f yy�y 170813 000 x0\1 r _ 1 191 182 1 f - 1sa '17617:r �- 1$i - ~`�y �� 1 ? 161 ~� ---.�-- 1?3 f'Copryria hi JC)2802 C ily of.k=ksonvM-- FI E# ame ddress Total Acres at ap Legal loodZone LandUse oning T Value ook net Descriptions 10-8 16-2S-29E PENNIN170613 000 ROBERT S 000 .11 0 59 3 ALTAIR SEC 1 Not in Flood ROBERT S 2233 LOT 639 one http://maps.coj.net NAMBSITE/DuvalMAps/toolbar.asp 2/5/2004 1 tio 00� CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION �u ry All applications must be submitted with seven (7) copies and received by 5 PM on the Friday ten (10) days prior to the scheduled meeting in order to be placed on theagenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I IPP 45&W7— W67Z5) &W,0 43"tdejEXI. 7tfk,&hl APPLICANT NAME ADDRESS TELEPHONE r 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: Plot.! C00!;> ' 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES (NO )NOT SURE 5. PROPERTY ZONING: RESIDENTIAL COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER MITIGATION OFFICE USE ONLY INT.. EXT. CIA Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. *" See ar=hed dia,ram for determination of interior and ex-terior zones. 7. SITE PLA.NITREE SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. - c) Location of all trees with Diameter at Breast Height of six inches or more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an 4). Trees to be preserved on-site for mitigation must be marked with brackets"[ ] g) Location, size and species of any proposed new replacement trees marked with a circle "O" h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: . a) All trees identified for.removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. c) The front property corners must be-marked by stakes or paint indicating the Lot 9. INCOMPLETE APPLICATIONS OR,11NTACCURATELY MARKED SITES )VrLL NOT BE PROCESSED. I hEREBY AGRE 0 COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE Il, TREE P C ', AND ALL OTHER APPLICABLE CODES AND ORDINANCES._OF THE C OF INAN S OF.ATLANTIC BEACH 1' t' Date 0 er's gnkt Date CITY USE ONLY: o� 7 , on TreeConservation Board Chairperson Date Jr� CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD �' :,� ATLANTIC BEACH, FLORIDA 32233 'J INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026769 Date 9/02/03 Property Address . . . . . . MAGNOLIA ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------- ----------- --------------- --------- OWNER -- ------------------------------------------------- ------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/02/03 Valuation . . . . 0 -------------------------------------------------- ---- ------ ---------------- Special Notes and Comments REMOVE 32 " OF PALM AND 76" OF MAPLE TO BE MITIGATED BY PAYING INTO THE TREE FUND 10" AT $117 PER INCH, PLANTING 28" OF HARDWOOD AND 1611- OF PALM ON SITE; WITH THE APPROVAL OF PUBLIC WORKS, THE APPLICANT IS ALLOWED TO PLANT ON THE RIGHT-OF-WAY; AND THAT THE CHINA BERRY BE REMOVED WITH NO MITIGATION REQUIRED. Fee summary Charged Paid. Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ,k BUILDING OFFICIAL Minutes of Tree Conservation Board August 17,1003 Page 2 that they allow the removal of the 7" palm and the 5" magnolia in the right-of-way with no mitigation required. Begonia Street Sewer Extension: Mr. Alligood informed the board that he redesigned the sewer plan as proposed by city staff, and Public Works approved the new plan. 3) Lot 639, Section 1, Saltair (Magnolia Street): Mr.Robert Pennington,the applicant, introduced himself. Chair Mears stated that the applicant was proposing to remove all the trees on the site except for the China Berry,which was an invasive tree. Chair Mears requested that the applicant remove the China Berry tree. Mr.Pennington responded that all the trees proposed for removal were located in the interior zone so he had no choice but to remove them. Chair Mears stated that the 96.25"maple cluster should have been pruned for it's health so the board reduced the size of the maple cluster to 76.26." Chair Mears advised the applicant that palms must be mitigated with palms, maple must be mitigated with hardwood and all trees must be planted at least ten feet apart. Mr. Pennington asked if he could plant the trees on the right-of- way. Building Official Ford responded that the applicant could plant trees in the right-of-way if the board allowed off-site mitigation. The board discussed off-site planting. Chair Mears informed Mr. Pennington to be very careful when planting trees around underground lines. Building Official Ford stated that the applicant must call for locates prior to planting. A motion was made by Board Member Shaughnessy,seconded by Board Member Carroll, and unanimously carried to direct the Building Official to issue a permit for the removal of 32" of palm and 76" of maple to be mitigated as follows: 1) 10" at$117.00 per inch to be paid into the Tree Fund; 2) plant additional 28" of hardwood and 16"of palm on site; and 3) allow applicant to plant on the property line or on the right-of-way with approval of Public Works. In addition,the board requested that the China Berry tree be removed with no mitigation required. 1) Lot 5,Block 56 (West 14`h Street): Building Official Ford advised that Mr. Smallwood was not able to attend the meeting but he had requested that the board review his application. Building Official Ford advised that the applicant was going to relocate the 7.32"oak on site and would like to use this tree for mitigation. A motion was made by Board Member Shaughnessy, seconded by Board Member Carroll, and unanimously carried to direct Building Official to issue a permit for the removal of 50.5" of pine to be mitigated with 25.25"of hardwood as follows: a 5.75"oak was to be protected on site and 19.50" of hardwood was to be planted on site or paid into the Tree Fund. 7. Reports and Announcements Champion/Challenger Tree: Chair Mears informed the board that she researched "champion" trees with the Department of Forestry who advised that a"champion" tree was determined by several criteria to include history,height and diameter. She stated that she found that there were only 20 "champion"trees in the entire state of Florida. Building Official Ford advised that the Tree Conservation Board had designated five"champion"trees since he had been assisting the board,and they were all located in Tresca Park. The board discussed how to save trees such as a 36"oak. Chair Mears requested that the city purchase a book from the State of Florida which included the definitions of"champion"and"challenger"trees. Discussion was held with regard to possibly changing the ordinance to include the definition of"challenger"trees. ev CITY OF ATLANTIC BEACH z J 800 SEMINOLE ROAD J n� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026769 Date 9/25/03 Property Address . . . . . . MAGNOLIA ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------ ------ ------ -- - ---- ---- ---- ----- ---- PENNINGTON, ROBERT OWNER 380 13TH AVENUE N. JAX BEACH FL 32250 (904) 993-2000 -------------- --------- -------------------------- ------- ----- --------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/02/03 Valuation . . . . 0 Expiration Date . . 3/01/04 --------------------------------------------- ----- -- ------------ ------------ Special Notes and Comments REMOVE 32 " OF PALM AND 76" OF MAPLE TO BE MITIGATED BY PAYING INTO THE TREE FUND 10" AT $117 PER INCH, PLANTING 28 " OF HARDWOOD AND 16" OF PALM ON SITE; WITH THE APPROVAL OF PUBLIC WORKS, THE APPLICANT IS ALLOWED TO PLANT ON THE RIGHT-OF-WAY; AND THAT THE CHINA BERRY BE REMOVED WITH NO MITIGATION REQUIRED. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ----- --- -- -- -------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL fllr5 � /),, c ��.ncx� rSr Ffoalc 11499 Rage 1255 NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: 41,,r IL32 ✓E '�J�� 1 �� Address of property being improved: General description of improvements: lve§411, Owner: /!►/ � Address: : AZ, Atse c`« Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: Contractor: i�it//r(�F Address: Phone No: 0/a' — 0— Fax No: .-- tom'/- . -"l-�T- Surety(if any): Address: Amount of Bond$ _ � 1— Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year fro)v the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY Signed: date: _ Before me s �'/h in the County of Duval, State of Florida,has person eared P,. S• oc UO $619 pp - - Boo�:�1 Notary Pub cat Large,State of Florida,County of Duval. Page: 1255 My commission expires: i b �C1-6-1 Filed 6 Recorded 12/01/2003 12:08:46 PM Personally Known: or 7IN FULLER Produced Identific tion: CLERK CIRCUIT COURT DUVAL COUNTYSHERI GOSSELIN RECORDING $ 1.00 MY COMMISSION¥ DO 235732 TRUST FUND EXPIRES:October 9,2007 1-WO.3-NOTARY FL Notary Oiscan Assoc.Co. Map Output Page I of 1 JAXGIS Property Information 221 ► 20B 211 222 rrr�: .r dF 212 201 �; v ;F ;rr _ 700 r: 195 r; 100 rr�r $ 1706130000 pp rr r, .r;r 191 frrr 6+06 rrr; r,•,+ r?rr 182 rt; ; Q rr� 1,16 4, 175 "r 181 r 168 r.��rF 161 tr' ITS 15i Copyrjp hi JC)26M ily of JacMmonvillG, 0 FI ;�;� 157 , E# Name Address Total tree PaMap egal Flood Zone ndUse Zoning T Value ook Panel escd tions PENNINGTON 10-8 16-2S-29E Not in Flood 170613 000 000 .11 0 59 3 ALTAIR SEC 1 ROBERT S 2233 LOT 639 one http://maps.coj.net/WEB SITE/DuvalMAps/toolbar.asp 2/5/2004 MAP SHOWING BOUNDARY SURVEY OF LOT G 52 BLOCK --- AS SHOWN ON MAP OF SEGTIDAJ A".1 SAL7',O1—f7 Fic * '731©,949 AS RECORDED IN PLAT BOOK LO PAGESs OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERAFIED FOR: G /AJVFSTMI&"hTT 7ZTL_— GLG GZS <j Ca 0cs Ri— F7�xs. I `f0� DECK cl) t) �. 35R N s. 15 90•x'ars' Ra_ SO.lX�` I3IZA— 3� M�IC�vC.irl s?�c�T ti ri l f` THE PROPERTY SHOW HEREON APPEARS TO U£ NITHIN FLOOD HAZARD ZONE_K AS SCALED FROM FLOOD INSURANCE RATE MAPS FOR THE CITY OF 47' 7u�'c , FLORIDA, DATED 4—t7—09 AND IS SHO#N AS A COURTESY ONLY AND DOES NOT CONS777UIE A CERIIFCA77ON OF SAME. TRI-STATE LAND SURVEYORS, INC. 8411 &A MEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 cEGM ■Cara.AM •,m aae THIS SURVEY DOES NOT REFLECT OR DETERMINE'ONNERSHIP. (Kr MTM CAP LS 41441 NOT VAUD WHOUT THE 90NATURE AND THE ORIGINAL RAISED SEAL Fwae OF A FLORIDA LICENSED SURVEYOR AND MAPPER. o waw am(mm) Y drams CIT alu. OUXAM Lm LARRY C. EDDY, P.L.S. No. 4144 UNT WNW GLENN M. BROADS7REET R&M. Na 5814 C»: C MMO AWA SCALE.'_Li':Zo' f cbwm"If AA Aw��p AW STERED SURVEYOR AND MAPPER, R) R104LO1 rAmx DATE., 4-27-OZ STATE OF FLORIDA (LB 44921) 0 a NO. J sss CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) ex"(11-Z�'1, Date: D Job Address: Owner of Property: P0&adT_- Address: &gj� ",*4-6.7— All -7,-4X gf° Ej`Mtf- 1CL Telephone: "0 95'3 . 00o Legal Description``Block Number: Lot Number: _Zoning District: Contractor: / ate )AJIJI>f- State License Number: Contractor's Address:_L 4 A-1, 719)C E�JCL_ 32� Telephone: 4910w^ -P� CM/ Fax: 7 cel r;ZV,;4 el991 Describe proposed use and work to be done: --- Al -��i2 Present use of land or building(s): Z-D'7 '. Valuation of proposed construction: r /2L9bJ_'4p Is approval of Homeowner's Association or other private entity required? AIf yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ®NO. Applicant certifies that no trees will be removed for this project. ® YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department.which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calc ations: i clude driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from tote krvio Surface. 6. Other information as may b p ri r individual pplications. I hereby certify that all in a' pr i d with this plication is correct. Signature of owner: Date: i 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 f any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the per ance constructio f the property. I understand that the issuance of this permit is contingent upon the above information being true an ct at the plan and supporting data have been or shall be provided as required. Signature of Contractor: Date: �� b Address and contact information of person receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this �7' day of k)©,cern 6*7- ,2003 State of Florida,County of Duval Notary's Signature: SHERI GOSSELIN personally known MY COMMISSION# DD 235732 EXPIRES:October 9,2007 Produced identification leooarmTAav F�c�WYDSMV%A�.GO- AS TO CONTRACTOR: Sworn to and subscribed before me this day of � � ,20 State of Florida,County of Duval Notary's Signature: SHERI GOSSELINPersonally known MY COMMISSION# DD 235732 EXPIRES:October 9,2007 ❑ Produced identification 1-WO-3-NOTARY FL f4wwy Discount Assoc.co. Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH k . ForD BUILDING / ZONING DEPARTMENT L. Dloerr s r 800 Seminole Road jr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # � Property Address: ir Applicant: 1 Ma L.(- S4, Project: l v '5 — This permit application has been: ❑ Approved Reviewed and the following items need attention: I S a0us r C — 00 p �°E 7 ✓ rs /='off � .2- 3 -44 QTY17 ATLANTIC BEACH X004 Please re-submit your application when these items have been completed. Reviewed By: �-- !�- Date: 02 ' 7 - cel , I � WATER IMPACT FEE WORKSHEET ADDRESS: 700 /yif6 Ave DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 + Bathroom group consisting of water closet,lavatory, Bidet, and bathtub or shower 6 — Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fount ' cemake� Y2 ' Floor drains 2 Hose bib 1 . Kitchen sink, domestic 2 Kitchen sink,domestic with food waste grinder and/or I dishwasher 2 Laundry tray(1 or 2 compartments) 2 Lavatory1 Shower compartment domestic 2 . Sink J 2 Urinal 4 Urinal, t gallon per flush or less 2 Wash sink circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation 4 V Water closet,public installation 6 TOTAL NUMBER OF UNITS-- MULTIPUED X 20 TOTALS S` 0 III. Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes /No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes,./No NIA AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yea V/No N/A (FBC 13-602.I.ABC.1.1) Ay 4. 1s the :'W value for added shown?insulation on exterior walls shown? Yes%/No NIA PLANS EXAMINER: t9/ DATE: '� 5. 1s the"R"value for ceilin s g (FBC 13-604.1.ABC.1) Yes✓No NIA _ 6. Is the"R"value for raised floors shown? (FBC 13-605) Yea uI�o N/A r 7. Are Ener Yes l,/No N/A OWNER r, �.:p t (} � JOB ADDRESS: d �, M�C�� f Energy Credits Claimed? A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes vllo N/A CONTRACTORS t A ht r k,:Ar C,I PHONE NUMBER: B. White Roof Credit (FBC 13-607.LA.S) Yes 1, N/A C. Programmable Thermostat (FBC 13-600,2.A.3.5) Yes 1^o NIA (CIRCLE) L Survey: IV Foundation Plan: L Is a specific propose survey submitted? Yes �o N/A 1. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes VNo N/A Column pads and concentrated loads? Yes✓ o N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? . Yes No NIA in an"A"or"V"zone? Yes No N/A-/ 3. Are all elevation changes in slab shown? Ye;4�o NIA 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No NIA V/ 4. Is minimum concrete PSI shown? Yes L/�o NIA 5. Is property in a flood way? Yes No N/A✓ 5. Is slab reinforcement shown? Yes L No N/A 6. Is flood way line shown? Yes No N/A ✓� A. Wire mesh size and gauge? Yes No N/A B. Fibermesh reinforcement? Yes✓�o N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes,/No N/A IL Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes ../No NIA 1. Are plans sealed by architect or engineer? Yes V"'No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes-,-14o N/A A. Are structural calculations submitted? Yes✓,No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606). Yes o N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes ✓'No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes /No N/A (FBC 1805.1) Yes No NIA+✓` S. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.57 Yes ,410 N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.57 Yes ✓N'o N/A I. Is finished grade shown? Yes �'110 N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes No N/A stories and allowable area? Yes No NIA A. Minimum 8"above adjacent grade? Yes-'-No NIA 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes• No N/A./ for structural elements? Yes`/No NIA C. Base flood elevation? Yes No NIA 9. Are plans designed per SSTD 10-997 Yes No N/A 3. Is minimum footing depth beneath finished grade shown? Yes/ No N/A A. Are all appropriate charts and tables shown? Yes No N/A'" (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A 4. Are all footing sizes shown? Yes V,-No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes,/No N/A Construction in High Wind Areas"? Yes No N/A✓ & Is vertical reinforcement shown? Yes,r'No NIA A. Are all appropriate charts and tables shown? Yes No N/A 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A r A. Is exterior wall finish shown? Yes No N/A- 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A-- High Wind Areas? Yes• No N/A✓ C. is exterior wall insulation shown? Yes No N/A„w,:. A. Are all appropriate charts and tables shown? Yes No N/Aw, D. Is exterior wall finish shown? Yes No N/A . B. Are all appropriate requirements circled or highlighted? Yes No N/A--' 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes v``No N/A Manual for One-and Two-Family Dwellings,High Wind Edition'"? Yes No NIA v B. Is exterior sheathing(type and thickness)shown? Yes 'No N/A A. Are all appropriate charts and tables shown? Yes No N/A v-. C. Are nailing requirements(size and spacing)shown? Yes,",_No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A✓' (FBC Table 2306.1) D. Is exterior wall finish shown? Yes'�No N/A 15. Does bedroom open directly into garage? Yes No y"N/A E. Is interior wall finish shown? Yes „!No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes No N/A grade shown? (FBC 2304.2.5) Yes✓No NlA G. Are shear wall segments shown? Yes-I'No N/A 17. Is Designer's name and address shown on plans? Yes,,/No N/A A. Type of hold-downs shown? Yes„ No NIA Is. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes w"No N/A and FBC 1012.1.5? Yes t,d No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes w+`No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes "f No N/A requirements of FBC 1203.17 Yes,/No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes-"'No N/A wind load requirements for components and cladding per FBC 1606? Yes 1-410 N/A B. Are conventional fame rafters used? Yes No N/A 21. Does floor plan show fireplace? Yes t o N/A 1. Rafter size shown? Yes No N/A 22. Are stair details shown? Yes«/No N/A 2. Species of lumber shown? Yes No N/A i A. Is minimum stair width shown? (FBC Table 1004) Yes✓No N/A 3. Grade of lumber shown? Yes No NIA B. Are tread and riser sizes shown? (FBC 1)07.3) Yes✓No N/A C. Type of roof sheeting shown? Yes f No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes `No N/A 1. Thickness of roof sheeting shown? Yea J'No N/A D. Are required landing shown? (FBC 1007.4)7 Yes✓No N/A 2. Grade of roof sheeting shown? Yes V-No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes,f'No N/A 3. Nailing pattern of roof sheeting shown? Yes w/No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes ,No N/A 16--- D. D, Weight of Dry-In felt shown? Yes V+"No N/A 24. if required,are tenant separations shown? Yes No N/A E. Type of roof cover shown? Yes .f No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes t 'Ro NIA 25. Are all columns and beams shown for porches and lanais? Yes f No N/A 2. Attachment of tile roof shown? Yes No N/A✓ A. Are column type,size and anchorage shown? Yes-,"'No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes. "No N/A 3. Other roof covering and attachments shown? Yes No N/A v-'- 26. Are all lintel and beam details shown? Yes No NIA✓ F. Length of roof overhang shown? Yes y-No NIA 27. Are engineering details provided for butt glass? Yes No N/A t--- G. G. Type of soffit and fascia shown? Yes b/No N/A H. Attic ventilation shown? Yes ^o N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes» No N/A 1. Are engineered truss plans provided showing loads,uplifts and I. Type and ag uee of cave metal shown? Yes Flo NIA required corrections? Yes rNo N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes✓No N/A 3. Framed roof VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, I. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A-' application? Yes "No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes... No NIA species,grade of lumber,span and connections? Yes No N/A 3. Are all door and window sizes shown? Yes,--, No NIA C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes,,,., No N/A grade of lumber and connections? Yes No N/A�- 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes✓No N/A of lumber? Yes No NIA./ 6. Are all vertical reinforcements shown? Yes✓``No NIA 4. Is roof sheeting indicated,showing type,thickness and nailing 1 7. Are all shear wall segments shown? Yes ",,>No N/A pattern? Yes./No N/A 8. Are all bold-downs and hurricane anchorages shown? Yes No NIA 9. Is required attic access shown? Yes�. No N/A , 10. Are all plumbing fixtures shown? Yes .; No N/A VIII. Floor Framing. IL Are all electrical fixtures shown? Yes V''No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes Y, 1 o N/A uplifts and connections? Yes yo"No N/A A. Is air handler and condensor location shown? Yes",,,No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes V.No N/A grade of lumber and connections? Yes ti,d''N N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes., No NIA 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the fust habitable floor level nailing pattern? Yes No N/A Have a 29"net clear door opening and handicap accessible route? (FBC 11-11) Yes LINO N/A 0 r J ' CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: 2197- 6N 57&*it Type of Development: Flood Zone: Y— 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 Acknowledgement: I underst d that the issuance of this permit is contingent upon the above information being corr an t the lans and supporting data have been or shall be provided as required. I agree t c mp with al applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinan ff g the oposed development. Applicant's Signature: Dater Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 Builders FirstSource Project Information for: J62634F Owner/Builder: RS Pennington LOW10 Lot : 659-1 Subdivision: SALTAIR senuary 10, 2004 County: DUVAL Truss Design Engineer:Lawrence A.Paine,PE Truss Count: 6 Florida License Number:21475 Builders FirstSource,Jacksonville,FL.32244 Design Program: MiTek 2000 4.2 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 Roof: N/A Wind Standard: N/A Floor: 55.0 Wind Speed: N/A mph Note: See the individual truss drawings for special loading conditions. Engineer of Record: Robert W. Makemson Florida P.E. License No.: 8985 Address: 430 S. 3rd Street, Jacksonville Beach, Florida 21475 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building owner/builder of record, as defined in ANSI/TPI 1-1995 Section 2.2 2.The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3.The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J62634 provided by Builders First Source-Jacksonville,FL and dated 12-11-2003. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1-1995. # Truss ID Dwg.# Seal Date 2 F02 J11045Z2g85 1222/12�///03 4 F04 J1S4528g 12%12/0 5 F05 J1045288 12/12/0 6 FKW J1045289 12/12/03 OBuilders FirstSource Project Information for: J62634F Owner/Builder: RS Pennington Lot . 659-1 Subdivision: SALTAIR January 10, 2004 County: DUVAL Truss Design Engineer:Lawrence A.Paine,PE Truss Count: 6 Florida License Number 21475 Builders FirstSource,Jacksonville,FL.32244 Design Program: MiTek 2000 4.2 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 Roof: N/A Wind Standard: N/A Floor: 55.0 Wind Speed: NIA mph Note: See the individual truss drawings for special loading conditions. Engineer of Record: Robert W. Makernson Florida P.E. License No.: 8985 Address: 430 S. 3rd Street, Jacksonville Beach, Florida 21475 Truss Design En gi neer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building owner/builder of record, as defined in ANSI/TPI 1-1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J62634 provided by Builders First Source-Jacksonville,FL and dated 12-11-2003. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI(TPI 1-1995. # Truss ID Dwg. # Seal Date 1 F01 J1045284 12/12/03 2 F02 J1045285 12/12/03 3 F03 J1045286 12/12/03 4 F04 J1045287 12112(03 5 F05 J1045288 12/12/03 6 FKW J1045289 12/12/03 Job Truss Truss Type !Oty 'Ply 659-1 SALTAIR J1045234 IJ62634F FO1 FLOOR 13 11 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Oct 17 2001 MiTek Industries,Ina Fri Dec 12 16:20:37 2D03 Page I 1-3-0 1-5-0 Scale=1.35.7 34= 3x6= 1x3= 3x4- 3x4= 3x4= 3x4= 1x3 II 3x4=3x6 FP= 3x4= 3x4= 1x3= 1 2 3 4 5 6 7 B 9 10 11 1 - 25 22 21 20 19 18 17 16 15 14 13 3.4= 3x6= 3x4= 3xB M1120H FP= 3x4= 1x3 II 3x4= 3x4= 3x4= 3x6= 3x4= 3x4= 10-4-8 11-9-8 20.11- 20.11-0 Plate Offsets(X,Y): [5:0-1-8.Edge], [11:0-1-8,Edge] [16:0-1-S,Edge] LOADING(psf) SPACING 1-4-0 CSI DEFL in (lac) Udell PLATES GRIP TOLL 40.0 Plates Increase 1.00 TO 0.48 Vert(LL) -0.53 17 >467 MI120 2491190 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.73 17 >340 MI120H 187/143 BOLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.09 12 n1a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell=360 Weight:101 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP Ne.20 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP Ne.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(lblstze) 23=754/0-3-8,12=75410-3-8 FORCES(1b)-First Load Case Only TOP CHORD 23.24=-749,1-24=-748, 12-25=-749,11-25=-748,1-2=-1070,2-3=-2695,3-4=-3776,4-5=-4331,5-6=-4422,6-7=-4422, 7-8=-3762,6-9=-3762,9-10=-2699,10-11=-1069 BOT CHORD 22-23=53,21-22=2020,20-21=3346,19-20=4187,18-19=4187,17-18=4422,16-17=4422,15-16=4170,14-15=3350, 13-14=2019,12-13=53 WEBS 5.17=-50,6-16=-112,1-22=1222,2-22=-1159,2-21=824,3-21=-794,3-20=525,4-20=-502,4-1B=176,5 18=-109, 11-13=1220,10-13=-1159, 10-14=830,9-14=-795,9-15=503,7-15=-497,7.16=302 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M1120 plates unless otherwise indicated. 3)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �t� Cly E ., ' '"rN .. December 12,2003 - an-------------------------------------------------------------------------------------------------------------------------------------------------...----------------------------------- - � Wing-Verily de<f p ....-rens and READ NOTES ON THIS AND INCLUnFO MITER REFERENCE PAGE Mill 7473 BEFORE USE � Design valid'.or use only with M Tek com ecturs.This design is based only upon parameters shown,and is for individual building component to be Installed and loaded vedically.Applin LYIy of design paramenters and proper incorporation of component is po s bitty of building designer-not truss designer.Bracing shown is In 1 I I n-n ui'ndiv dual web members only. Additional tOmpofilry bracing 1--ore slat liiy during construction is the resppnsi6illity of the erertnr. Allrn,. ;.:vn,anenl bracing of the overall structure is the mspnnsllifity of the building designer.For general guidance "3 regarding fabrication,quality control storage delivery,erection and bracing,consult QST-88 Ouality Slandard,OSB-89 Bracing Specification,and HIB-91 '" Handling Installing and Bracing Recemmendelmn avadatilL from Truss Plate Institute,583 D'onoto-drive Madison,wl S17 t9 Job Truss Truss Type OtF'�y 659-1 SALTAIR -- J1045285 J62634F F02 FLOOR 6 1 (optional) Builders FirstSource,Jacksonville.FL.32244 4.201 SR1 s Oct 17 2001 MiTek industries,Inc. Fri Dec 12 15:20:37 2003 Page 1 1-3-0 1-7-0 Scale=1:29.7 3x6= 1x3= 3x4 = 3x4= 3x4= 3x4= 3x4= 3.4= 3x6= 1 2 3 4 5 6 7 8 20 q� o -i I I� d 17 16 15 14 13 12 11 10 6x8= 6x8= 5x6 11 4x6 11 4.6 11 34 11 3x6 II 5x6 11 6xB= 6x8= 1C-4-811-11-8 17-4-0 r -� 17-4-0 Plate Offsets(X,Y) r15:0.1-8,EdgL0-1-8,Edge),r8:_0-1-8,Edge),[19:0-0-8,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ndefl PLATES GRIP TCLL 4D.0 f Plates Increase 1.00 TC 0.73 Vert(LL) -0.39 13-14 >530 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vart(TL) -0.53 13-14 >385 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.04 9 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Udefl=360 Weight:107 Ib LUMBER BRACING TOP CHORD 4 X 2 SYR No.20, TOP CHORD Sheathed or 5-3-8 oc purlins, except end verticais. BOT CHORD 4 X 2 SYR No.2D*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 Oc bracing. 9-18 4 X 2 SYR No.1 WEBS 4 X 2 SYR No.3 REACTIONS(Ib/size) 18=933/0-3-8,9=93310-3-0 FORCES(Ib)-First Load Case Only TOP CHORD 18-19=-924,1-19=-922,9-20=-933,8-20=-931,1-2=-1393,2-3=-3412,3-4=-4551,4-5=-4855,5-6=-4475,6-7=-3387, 7-8=-1400 BOT CHORD 17-18=71,16-17=2625,15-16=4155,14-15=4935,13-14=4475,12-13=4475,11-12=4475,10-11=2597,9-10=72 WEBS 5-13=-344,6-12=380,1-17=1554,2-17=-1470,2-16=939,3-16=-886,3-15=472,4-15=-459,4-14=-96,5-14=447, 8-10=1563,7.10=-1427,7-11=942,6-11=-1280 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard lxAM O December 12,2003 ------------------------ - -------- ------------- ---------------- ------------------ ------ ------- ....------------------------------------ T----------------.. -------------------------------- — -------- $k Wingpa--s and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE ti Design valid for use only with MT ek connectors.This des gn is based only upon parameters sho n IJ's f,an individual building component to be Installed and loaded veNcu9y, AI pf cab lily of design paramenters and proper incorporation otcornporicrit is responsibility of building designer-not truss y Q. - u deSgne.Bradng shown s to,I.teral aupport of Individual web members only.Add Imnal temporary bracing In insure stability during construction is Inc , x respons billdy of If r,fr,AdIfiljon,11 permanent bracing of the overall strvcwi,e Is the Ie^pons h W of the building designer.For general guidance regarding fabrication quality control storage,delivery,erection and bracing,consult OST B8 Quality Standard,OSB-89 Bracing Specification,and HI8-91 .�i., .:a Handling Installing and Bi—rig Recommendation available from Truss Plate Institute,5a3 D'Onofrio Drive,Madison,W 153719 -- Job Truss TrusT s T pe- Oty Ply 659-1 SALTAIR �- J1045286 J62634F F03 FLOOR 4 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Dec 12 16:20:38 2003 Page 1 1.7_12 i 1-10-12 Scale=1.51.2 3x6= 400= 3.4= 1x3= 3x4= 3x4= 3.4= 1.3 II 1.3 II 3x6= 3x6= 3x6 FP= 3x4= 3x6= 3.4= 3.4= 1x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 344 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4= 3x6= 3x4= 3x4= 3x4= 3x4= 3.6 FP= 4x6= 3x4 II 3x6= 3x4= 3z4 h 1.3 II 3x4= 3x4= 3x4= 3x6= 9-1-8 10.9-0 17-3-4 22-7-12 2a-6-8 29-11-0 29-11-0 Plate Offsets(X,Y): [13:0-1-8_Edge] [15:0-1-8 Edges (27:0.1-8,Edge],(28:0-1-8,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL In (ioc) Ildefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TO 0.74 Vert(LL) -0.37 28-29 >553 M1120 249/190 TOOL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.51 28-29 >407 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.05 23 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=360 Weight:144 Ib LUMBER BRACING TOP CHORD 4 X 2 SYR No.2D TOP CHORD Sheathed or 6-0-0 cc purlins, except end verticals. BOT CHORD 4 X 2 SYR No.1 D BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 4 X 2 SYR No.3 REACTIONS(Iblsize) 32=79610-3-8,16=490/0-3-8,23=1965/0-3-8 Max Grav32=827(load case 2),16=588(load case 3),23=1965(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 32-33=-792,1-33=-791, 16-34=-480,15-34=-479, 1-2=-1087,2-3=-2564,3-4=-3279,4-5=-2898,5-6=-2898,6-7=-2898, 7.8=-1022,8-9=1177,9-10=1508,10-11=1508,11-12=-175,12-13=-1067,13-14=-1212,14-15=-611 BOT CHORD 31-32=56,30.31=2031,29-30=3087,28-29=3343,27-28=2898,26-27=1979,25-26=117,24-25=117,23.24=-2640, 22-23=-2640,21-22=-511,20-21=1067,19-20=1067,18-19=1067,17-18=1154,16-17=34 WEBS 5.28=151,6-27=-428,12-2D=225,13-19=-202,9-23=-1933,1-31=1238,2.31=-1153,2-30=650,3-30=-638,3-29=234, 4-29=-79,4-28=-535,9-24=1734,8-24=-1580,8-26=1105,7-26=-1168,7-27=1105,9.22=1342,11-22=-1218,11-21=837, 12-21=-1057,15-17=694,14-17=-663,14-18=70, 13-18=174 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. t; .Itt :13f.Tr LOAD CASE(S) Standard SIAM O�P December 12,2003 -------------------------------------------------------------------•---------------------------------------------------------------------------------------------------------------- --------- ------------------..-------------------- '�� Warring.Vrrily d. gr,par anwt ers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE I Design valid for use only with M Tek connectors.This tlesign is basetl only upon parameters shown lir tl s for an individual bu Iding component to be ;' _, f -� � ti Installed and loaded vert-ily.Applicability of design paramenters and proper incorporal un el poncni is responsibility of budding designer not truss ,� v designer.Bracing shown is for laterad support of individual web members only. odd 1 on 1 leuyir ary h .mg to insure staff rty dui ng c nslrucLon is the respunsollny ni h c erector. Additional permanent bracing of the overall structure i,th r,;pc b city of the building designer.Fo general guidan- regarding fabrication quality control storage delivery,erection and bracing consufl OST-88 Guarty Standard,OSB-89 Bracing Spic ficabon,and HIB 91 Handling Instating and Bracing Recommendation a-tablr,from Truss Plate institute,5B3 D'Onuir o Drive,Madison,W 1 53719 ----------------------------------------.-- ------------------------------------ - ----------------------- ----- - -------------------------------------- - --- ---------- Job Truss Truss Type Qty Ply 659-1 SALTAIR J62634F F04 FLOOR ! 2 �1 o tionall Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Dec 12 16:20:38 2003 Page 1 1�3-0 I r1-10-12� 1�6� Scale=1:51.2 3x4= 4210= 3x6= 1x3= 3x4= 3x6= 3x4 II 3x8= 3x6 FP= 3x6= 3x4= 3x4= 3x4= 1x3 II 3x4= 3x4= 1x3= 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 i 2 33 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4= 30= 3x4= 3.4 11 3x8= 3x6= 3x4 II 4x10= 3x6= 3x4= 3x4= 3x4= 14 II 3x4= 3x8= 3x4= 3x8 MI120H FP= 5-6-01 7-0-12 11-lid 23-0-0 24-6-8 29-11-0 29-11-0 Plate Offsets(X Y): (13:0-1-8,Edge],115:0-1-8,Edge] (20:0-1-8,Edge),(27:0-3-QEdge) _ LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.41 20-21 >535 I M1120 249/190 TCDL 10.0 Lumber Increase 1.00BC 0.97 Vert(TL) -0.56 20-21 X394 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.05 16 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min lldefl=360 Weight:145 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 31=383/0-3-8,16=851/0-3-8,25=2017/0-3-8 Max Uplift3l=-46(load case 3) Max Grav31=534(load case 2),16=864(load case 3),25=2017(toad case 1) FORCES(Ib)-First Load Case Only TOP CHORD 31-32=-370,1-32=-369,16-33=-849,15-33=-847,1-2=-449,2-3=-735,3-4=-272,4-5=-272,5-6=1950,6-7=1417, 7-8=1417,8-9=-1043,9-10=-2706,10-11=-3624,11-12=-3578,12-13=-3578,13-14=-2814,14-15=-1168 BOT CHORD 30-31=26,29-30=862,28-29=272,27-28=272,26-27=-870,25-26=-2940,24-25=-2940,23-24=-15,22-23=2054, 21-22=3342,20-21=3811,19-20=3578,18.19=3578,17-18=2176,16-17=61 WEBS 12-20=53,13-19=176,3-28=-316,6-25=-1908,1-30=508,2.30=-504,2-29=-155,3-29=549,6-26=1173,5-26=-1316, 5-27=1354,4-27=-456,6-24=1804,8-24=-1712,8-23=1291,9-23=-1234,9-22=796,10-22=-776,10-21=345,11-21=-228, 11-20=-280,15-17=1331,14-17=-1231,14-18=779,13-18=-918 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M1120 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 Ib uplift atjoint 31- 4)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. is 5)CAUTION,Do not erect truss backwards. : LOAD CASE(S) Standard f December 12,2003 -------------- ------------------------- -------------------------------- - ------ --------- - - ------------------------------r------------------------------------------------------ vj-. q.Vrity desi9ri paramet-anal READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE 31{ j Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is foriindividualbuilding component to be Installed and loaded v Ncally. Applicability of design paramewers and proper'ncurp r el component is r spon,ibility of building designer not truss �. designer.Braang shown is fir lateral support of ndividual web members only, Add I i I t.mac ary hracing to-urn stability during construction is Inc - r espnnsihillit,,M In erect- Additionalpermanent brat ng of the overall stn,t ire-s the rcr;r.,n--bil,ty of the budding design-For general guinance ti regarding hibdca6on quality control,storage delivery,erection and bracing,consult UST-88(Duality Standard,D5B 89 Bracing Specification,and HIB 91 Handling Imbuing and Braung Rewmmendafoa available from Truss Plate Institute,583 D Unotrio drive,Madison,wl 53719 -------------------------------- __ ___ __ -_-. _ _ _ _ _ __ _ .--..--.__-__.-___._..--_.--___.. ---- _ - -- __.____ __ ____. ---_ _.__,___ _---___-__-_ .____ --- - -___ -..__.._..__..-------------------------------. _------------------- --- .. .-._� Jcb Truss Truss Type Oty Ply 559-1 SALTAIR J1045288 J62634F F05 FLOOR 6 1 (optional) Builders FlrstSourca,Jacksonville,FL,322444.201 SRI s Oct 17 2001 MITek Industries,Inc. Fn Dec 12 16:20:38 2003 Page 1 3-0 1-6-8 Scale:3/8"=1' 3x6= 1x3= 3x6= 3x4= 3.4= 3x4= 1x3 II 3x4= 3x6= 3.6— 2 3 4 5 6 7 8 9 10 ti 21 4 d 18 17 16 15 14 13 12 it 6.8= 6x8= 5x6 I I 4.6 11 4x6 11 4.6 II 3x6 11 5x6 11 6x8= 6x8= 11-7-8 13-2-0 16-6-8 Plate Offsets(X.YL[7:0-1-8,Edge) (9:0-1-8 Edge) [14:0-1-8 Edge),[20:0-0-8,0-1-8) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.51 14-15 >434 M1120 249/190 TCDL 1D.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.70 14-15 >314 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.05 10 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell=360 Weight:114 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 4-11-11 oc purlins, except and verticals. BOT CHORD 4 X 2 SYP No.20'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-19 4 X 2 SYP No.1 WEBS 4 Y.2 SYP No.3 REACTIONS(Ib/size) 19=1000/0-3-0,10=1000/0-3-8 FORCES(Ib)-First Load Case Only TOP CHORD 19-20=-990,1-20=-988,10-21=-1000,9-21=-998, 1-2=-1503,2-3=-3731,3-4=-5052,4-5=-5633,5-6=4954,6-7=-4954, 7-8=-3707,8-9=-1510 BOT CHORD 18-19=76,17-18=2837,16-17=4576,15-16=5533,14-15--5546,13-14=4954,12-13=4954,11-12=2800,10-11=77 WEBS 6-14=96,7-13=408,1-18=1678,2-18=-1591,2-17=1066,3-17=-1009,3-16=567,4-16=-573,4-15=120,5-15=104, 5-14=-697,9-11=1685,8-11=-1539,8-12=1081,7-12=-1467 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard December 12,2003 - ----------------------------------------------------------------- ------------------------------ ------ ------------------------------------------------War.:ng.Vr+rify n.,sign,parameters and READ NOTES ON THIS 0.N0 INCLUDED MITEK REFERENCE PAGE M11.7477 REFn qF_USE Design valid for use only with MTek connectors This designs based only upon parameters shown,and is for an in building component to be InslaNed and loadud verrc:all A licabilit of desi y. pp y gn paramenlers and Vroper nco p I o of omponent is responsibility 1 build ng designer not,runs @ designer,Bracng shown s for lateral support of individual web me fibers only. Additional ten f rary bracing to-insure stability dunng con'( coon'z the msp. h If ly nl the�verfor Additional permanent bracing of the overn 1 slri rluro is thr!responsibility of the building designer.For g nen I j, d,,-,, regarding fabrcaiion quality control storage delivery,erection and bracing,consull OST-88 Quality Standard,D58 89 Bracing Specification and HIB 91 Handing Installing and bracing Recommendation available frorn Truss Plate Institute.563 UOnotrio Drive.Madison NI 53719 '' Job Truss Truss Type Oty Ply 659-1 SALTAIR � J1045289 J62634F FKW FLOOR 3 1 Optional Builders FirstSource.Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Dec 12 16:20:38 2003 Page 1 Scale=1'.13.6 3x4= 1 3x4= 2 1x3 II 3 1x3 II 4 1x3 11 5 1x3 II 6 1x3 II 7 LI DI � o I I I 1 r r S. 1x3 II 3x4= 1.3 li 1.3 II 1x3 II 3x4= 1.3 II B-0-0 8-0-0 Plate Offsets Q,YT. j7 0-1-8 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) rite n/a M1120 249/190 TCOL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WS 0.03 Horz(TL) -0-00 8 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min Ildefl=360 Weight:36 Ib LUMBER BRACING TOP CHORD 4 X 2 SYR No.2D TOP CHORD Sheathed or 8-0-0 oc purfins, except end verticals. BOT CHORD 4 X 2 SYR No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYR No.3 OTHERS 4 X 2 SYR No.3 REACTIONS(Ib/size) 14=52/8-0-0,8=52/B-0-0,13=164/8-0-0,12=143/8-0-0,11=148/8-0-0,10=143/8-0-0,9=164/8-0-0 FORCES(Ib)-First Load Case Only TOP CHORD 1-14=-47,7-8=-47,1-2=4,2-3=4,3-4=4,4-5=4,5-6=4,6-7=4 BOT CHORD 13-14=-0,12-13=-4,11-12=-4,10-11=-4,9-10=-4,8-9=0 WEBS 2-13=-147,3-12=-130,4-11=-135,5.10=-130,6-9=-147,1-13=-4,7-9=-4 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. SLrongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard1,4 y� � r - +nil fi rJ ��T '` •'3i-�� December 12,2003 ----------- --------------- -------- ------- -------------------------------------- - ------------- ------------- JrL Warring-Vcrify dnsiyn paxar.w[ S and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7477 RFFORE USE -gy ylt Design valid for use only with MTek connectors.This design is based only upon parar eters shown and is for anindividual building component to be } Installed and to ed venically.Applicablity of design paramenters and proper ncorpo,ation of component is responsibility of building designer iul truss j de g er.Brati q shnwn is for lateral support of individual web members only. Addil nnm temporary bracing b insure stability d ing a to'.10n is the s fi Ihly t `ie erector. Additional permanent bracing of the nvrmil strbrlt n•is It responsibility of the building designer.For regarding fabrication,quality control,slorag d I ryrection and bracing consult OST-88 Ouality standard,DSB-89 Bracing Specification,and HIS-91 C Handling Installing and Bracing Recommend aloawilable from Truss Plate Instre,le,Sd3 DUnuinu Drive,Madison,w 53719^`^� -. Symbols Numbering System 14'111,�Olk General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13 Center plate onjoint unless Damage or Personal Injury 4 dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. owner and all other interested parties. J2 J3 J4 2, Cut members to bear tightly against each C2 TOP CHORDS C11 other, J 5 3. Place plates on each face of truss at each cl� joint and embed fully.Avoid knots and wane at joint locations. 3 ocations- 0 1 C* L 0 T 4. Unless otherwise noted,locate chord splices () a- at Y4 panel length(t 6"from adjacentjoint,) /A I- CS C7 5, Unless otherwise noted,moisture content of Por 4 2 orientawn,locate 60TTCM CHORDS lumber shall not exceed 19%at time of fabrication. plates 1/8"from outside edge J1 )8 J7 J6 of truss and vertical wet). & Unless expressly noted,this design is not applicable for use with fire retardant or preservative treated lumber. This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7, Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator,General FARTHEST TO THE LEFT. practice is to camber for dead load clenRction, WEBS ARE NUMBERED FROM LEFT TO RIGHT B. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31,96-67 M Top chords must be sheathed Or purlins provided at spacing shown on design. ICBO 3907,4922 LATERAL BRACING SBCCI 9667,9432A 11.Bottom chords require lateral bracing at 10 ft.spacing,or less,if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W,970036-N unless otherwise noted. continuous lateral bracing, 12,Anchorage and/or load transferring NER 561 connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or Poor trusses with BEARING stacks of construction materials- s. 14.Do not cut or after truss member or plate Indicates location ofjoints at without prior approval of a professional - ',ir-h bearings(s�ipports)occur. engineer. 15.Care should be exercised in handling, erection and instalfation of trusses. -ineering Reference Sheet: M 11-7473 C 1993 MiTekl!) Holdings, Inc. B01 TJ-Beam( i-A\rn err.h ser Business 2 Pcs of 1 314" x 11 7/8" 1.9E Microllam® LVL TM)6.06 Seral Numbe Pagel Engi2/1 ne Versi003 on: 4:41:08 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED ❑, 20 � 21' i Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam) Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas (pso:40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 8.0 3.0 0 To 21' Adds To EJ01, EJ02 Uniform(plf) Floor(1.00) 0.0 123.8 10'4"To 21' Adds To WALL ABOVE Uniform(plf) Roof(1.25) 90.0 36.0 0 To 10'4" Adds To GABLE LOAD Point(lbs) Floor(1.00) 40 152 10'4" - B02 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 1229/999 10/2228 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 749/1465/0/2213 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2194 -1657 7897 Passed(21%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 11793 11793 22310 Passed (53%) MID Span 1 under Roof loading Live Load Defl(in) 0.436 0.689 Passed (U569) MID Span 1 under Roof loading Total Load Defl (in) 0.995 1.033 Passed(U249) MID Span 1 under Roof loading -Deflection Criteria: MINI MUM(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 659-1 SALTAIR J62634F Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. Ti\Mitek42\mitek\Jobs\J62\J62634F\BO1.sms 41t) 4 Boz VAA 2 PCs of 1 314" x 11 7/8" 1.7E TimberStrand® LSL Ti-Beam(TM)6,06 Serial Number.7002116422 User.1 12/11/2003 8:56:32 AM Pagel Engine Version.1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ❑; ,21 L2'- Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam) Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead, 123.8 Partition SUPPORTS: Input Bearing Vertical Reactions(Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/UplitUTotal Depth 1 Timberstrand LSL Beam 3.50" Hanger 40/ 152/0/192 1 11.88" N/A H1: Face Mount Hanger None 2 Timberstrand LSL Beam 3.50" Hanger 40/152/0/192 1 11.88" N/A H1: Face Mount Hanger None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): H1: Face Mount Hanger HANGERS: Simpson Strong-Tie@ Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger LUS410 0/12 0 No N/A N/A N/A 2 Face Mount Hanger LUS410 0/12 0 No N/A N/A N/A -Nailing for Support 1: Face: 8-10d , Top NIA, Member: 6-10d -Nailing for Support 2: Face:8-10d , Top N/A, Member: 6-10d DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 136 54 11083 Passed (0%) Rt. end Span 1 under Floor loading Moment(Ft-Lbs) 48 48 17840 Passed (0%) MID Span 1 under Floor loading Live Load Defl (in) 0.000 0.047 Passed (L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.000 0.071 Passed(L/999+) MID Span 1 under Floor loading -Deflection Criteria: MINIMUM(LL:L/360,TL:1_/240). -Bracing(Lu):All compression edges (top and bottom)must be braced at 2'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: 659-1 SALTAIR Gary Page J62634F Builders FirstSource 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Phone: 904-772-6100 Fax :904-772-1973 gary.page@buildersfirstsource.com Copyright eU 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand(& and TimberStrand@ are registered trademarks of Trus Joist. Simpson Strong-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. Tr\Mitei:42\mite):\Jobs\J62\J62634F\BO2.sme g B02 vA\Xkyerh=userBusuias 2 Pcs Of 1 3/4" x 11 7/8" 1.7E TimberStrand@ LSL TJ-Beam(TM)6.06 Serial Number:7002116422 User 1 12111/2003 8:56:32 AM Page Engine Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 659-1 SALTAIR Gary Page J62634F Builders FirstSource 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Phone 904-772-6100 Fax 904-772-1973 gary.page@buildersfirstsource.com Copyright Q 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand(band TimberStrand@ are. registered trademarks of Trus Joist. Simpson Strong-Ti elio Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. T:\Mitek42\mite)k\Jobs\J62\J62639 F\B02.sms B03 'AWLycr'a`LLerBus`°" 3 Pcs of 1 3/4" x 11 718" 1.9E Microllam® LVL TJ-Beam(TM)6.06 Serial Number:7002116422 User:1 12/11/2003 6:51:13 AM Paget Engine Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED d 21' i Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam) Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas (psf): 40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 123.8 0 To 10'7 1/2" Adds To WALL Point(lbs) Floor(1.00) 40 152 10'7 1/2" - B02 Point(lbs) Roof(1.25) 337 130 0, - T02 Point(lbs) Roof(1.25) 1646 640 10;71/2" - T02 Point(lbs) Roof(1.25) 83 31 21' - T02 SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 1590/1847/0/3437 A3: Rim Board 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 1356/ 1098/0/2454 A3: Rim Board 1 Ply 1 3/4"x 11 7/8" 1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2937 2719 14807 Passed(18%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) 20000 20000 33465 Passed (60%) MID Span 1 under Roof loading Live Load Defl(in) 0.524 0.689 Passed (0474) MID Span 1 under Roof loading Total Load Defl(in) 1.003 1.033 Passed (L/247) MID Span 1 under Roof loading -Deflection Criteria: MINIMUM(LL:L/360,TL:L/240). Bracing(Lu):All compression edges(top and bottom) must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 659-1 SALTAIR Gary Page J62634F Builders FirstSource 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Phone 904-772-6100 Fax 904-772-1973 gary.page@buildersfirstsource.com Copyright m 2003 by Trus Joist, a Weyerhaeuser Business ' Microllarw& is a registered trademark of Trus Joist. T:\Mite)c42\mitek\Jobs\J62\J62634F\303.sms ' . VW4 t74 B04 TJ-Beam(TM)6.06Seriall ber70021I16422 2 PCs of 1 3/4" x 11 7/8" 1.7E TimberStrand® LSL User.1 12/11/2003 8:39:44 AM Pagel Engine Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1❑, 0 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam) Member. Tributary Load Width: 1' Primary Load Group-Residential- Living Areas (psf):40.0 Live at 100 %duration, 15.0 Dead, 123.8 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 165.0 64.0 0 To 11'8" Adds To T14 Uniform(plf) Roof(1.25) 364.0 141.0 0 To 11'8" Adds To T07 SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 3319/2083/0/5402 A3: Rim Board 1 Ply 1 3/4"x 11 7/8" 1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 3319/2083/0/5402 A3: Rim Board 1 Ply 1 3/4"x 11 7/8" 1.9E Microllam(D LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 5248 -4216 13854 Passed (30%) Rt. end Span 1 under Roof loading Moment(Ft-Lbs) 14869 14869 22300 Passed (67%) MID Span 1 under Roof loading Live Load Defl(in) 0.284 0.378 Passed (U479) MID Span 1 under Roof loading Total Load Defl(in) 0.463 0.567 Passed (U294) MID Span 1 under Roof loading -Deflection Criteria: MINIMUM(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 659-1 SALTAIR Gary Page J62634F Builders FirstSource 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Phone: 904-772-6100 Fax : 904-772-1973 gary.page@buildersfirstsource.com Copyright Q =003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. T:\Mitek42\mitelc\Sobs\J62\J62634F\B04.sms BEAM-5 � T A Vkyc`rh'a/eucr Businers Ti-Beam(TM)6.06 Serial Number. 2 PCS Of 1 3/4r r x 11 7/8" 1.7E TimberStrand® LSL User:1 12/11/2003 4:48:14 PM Page Engine Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ❑ ,F21 b 9'3 112•' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam) Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas (psf): 40.0 Live at 100%duration, 15.0 Dead, 110.0 Partition Vertical Loads: Type Class Live bead Location Application Comment Uniform(plf) Roof(1.25) 330.0 132.0 V To 9'3 1/2" Adds To T08A Point(lbs) Roof(1.25) 384 154 0 T09 . Uniform(plf) Roof(1.25) 69.0 28.0 V To 9'3 1/2" Adds To EJ05 Point(lbs) Roof(1.25) 384 154 0 - T09A SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 2424/ 1540/0/3964 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 2024/1380/0/3404 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -3281 2502 13854 Passed (18%) Lt. end Span 1 under Roof loading Moment(Ft-Lbs) 7299 7299 22300 Passed(33%) MID Span 1 under Roof loading Live Load Defl (in) 0.089 0.299 Passed (L/999+) MID Span 1 under Roof loading Total Load Defl(in) 0.150 0.448 Passed(L/714) MID Span 1 under Roof loading -Deflection Criteria:MINI MU M(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom) must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 659-1 SALTAIR J62634F Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TimberStrandm is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J62\J62634F\B05.sms � , CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 DIM Application Number . . . . . 04-00027664 Date 4/19/04 Property Address . . . . . . 198 MAGNOLIA ST Tenant nbr, name . . . . . . NEW SFR, 1069RAD/2798SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 190000 Owner Contractor ---------------- -------- ------------------------ PENNINGTON, R. S . R. S . PENNINGTON CONSTRUCTION 1084 12TH ST. N. 380 13TH AVE N JAX BEACH FL 32250 JAX BEACH FL 32250 (904) 993-2000 (904) 993-2000 ----- ------------------------------------------------ ----------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc Sub Contractor BIVINS ELECTRIC CO. Permit Fee . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 -------------------- -------------------------------------------------------- Special Notes and Comments PERMIT IS ISSUED PENDING THE FOLLOWING REQUESTS FROM PUBLIC WORKS : PROVIDE STORMWATER IMPERVIOUS CALCULATIONS . PROVIDE DRAINAGE PLAN AND EROSION AND SEDIMENT CONTROL PLAN. MUST HAVE PIPE UNDER DRIVEWAYS ON MAGNOLIA ST. , AS DRAINAGE FROM THE SOUTH GOES NORTH TO THE CATCH BASIN AT MAGNOLIA AND DAVID. PIPE WILL ALSO NEED HEADWALLS . 200amp, 1ph, 3w, 240volt, 311raceway Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Jan 28 04 11 : 4Ga Information Systems 247-5845 p, 1 s CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Prope ddress: Owner: rTelephone #: Contractor: 7 b' Telephone#: Contractor Address: Fax#: In consideration of permit given for doing the work as described in the above statement.we hereby agree to perform said work in accordance with th _attached plats and sp ons which are a part hereof and in accordance with the City of Atlantic Beach ordinance dards of good prac' tsted therein. Bui g; Bu' ng Type: Cl TrailerService: If other eonsmtction is Ivew Residence 0 Temp. D New being done on this building Or site,list the building Old ❑ Commercial Z) Signs :I Increase Permitnumber: Re-wire D Addition Sq. Ft. Repair Ejw(- ��1'(p(�y Conductor Size: AN PS: COPPER 'kLu"'fn\Tm i j Switch or RACE I ! Breaker ! AMPS PH LW5 VOLT WAYS Existing Service fI RACE Size ! AMPS i PH VOLT 4 WAY { Feeders: N_0. SIZE NO SIZE i NO SIZE Lighting Outlets ( I CONCEALED OPEN Receptacles I CONCEALED OPEN Switches 1 Incandescent Fluorescent & M.V. Fixed 0.100 AAPS .AVER BELL Appliances i TRANSFER. Air H.P.RATWG H.P.RATING CEILING KW-HEAT I Conditioning { CONIP.MOTOR OTHER MOTORS ANTS HEAT Motors 0-1 H.P. VOLTAGE I PH N0. OVER 1 H.P. PHS j UNDER600 V O VE K500 V Transformers NO. KVA NO. kVA No.Neon_TransL Ea.—Sign— a. Si Miscellaneous j ILI Z ko i 800 Seminole Road - Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 - http://www.ci.atlantic-beach.fLus