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Permit 44 Dewees Ave y ° 9 PERMIT WORKSHEET Certificate of Occupancy Job Address: 4 q, , Type.Work: Property Owner: Phone # 4g9D Contractor: Phone # f3Eaci-4-r2--7S ( U�LAIK--X� LLMC Co 7—Co- SSS Permit#: 05 _ Z9(. Date Issued: 3 , Tree Permit# Foundation Permit# S _ Demolition Permit# BUILDING ELECTRIC #ZgGS9 MECHANICAL # PLUMBING #0Z Ivihwot,�) �? < c)) G/c*4z,''d Tem .Power# Footing 3-I4_0JEA Release Date Temp. PowerS-- Slab Letter Recd. Underslab Tie Beam Temp Pole# 9 25 irci Lintel JEA Release 3_21 Gas Piping Date ,Ica.d�jJ Nailing/ Water/ Sheathingrj. ACF� Sewer Rough/ Framing Rough Rough Top out Insulation g• 5.6 S JEA Release Date Building Electric y Z2`05� Mechanical Plumbing Final Final � Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final (— Fire Inspection: Failed Inspections: Date Paid: [� +� ZOSE QDPRE -FA 5 WOOD TRUS 5 E 5 DE 5l NE D- BY OTHE I25 , LOAD5.: O.L . IOPLF f LL W1 ND PER SLA . BLDG CODE 3OP5F 30+ )0- 40 Pyr x 5)G ti LoA,D QGLOE- LA Al MAMs(cAQRY1$4G ecOF) PWPEP t ES FRO01 TABLt+ STRUC-TURAL 606t) LAM . S.Y. P. s Fb = 2400 Pt = 244d 64,, zR t .sgEA)z) = 1 G5 E = ►,9afl,� TRE W02 5T COtsn 1 T 1 ON IS LOADING Or G LUE LAM STATIC L o A, D 5 :aa PL F re-u ss A z¢"a.c. ev s G 22� C' e, 2 Z= so# g0 (�7) - t3 6D-* '• L oA D CN GLUIFL A M (STATIC) = FB C6 : ago P, DSSIGt l as0 f r �•a _ I+•s 1.5' R, _ 10,222 # QL= 4, 138 A 40 6 3 CC So 4 S)�'j.2S14. 14.5 1zZIMTY A = Iz,z- '7I,4gs 14-5 aZ 7�sFEB 290F,� 71/2 50 lz,z4� " 14 S f L = U 14-9 0t �.� F. ;�otD t j �•c' � ✓� Es ¢,oho 3tZg 4f138 r �o `742 9.9 t i -� to UT m s -� ��. f C Z 2 TOO, 960 z 2 AA 4-ool 35, 787 1Go.7 2.4 aD '�$x 62, svP�P1.�E5 123 N07 FNauk;9 To JG���' 12'' DES���U a��r�-_-�Et�'c �%fix 12�` w�5 � 1 �z • O ©!G 3 4x x 3TvES TSL. l.� Cb L •. coy.._ cAQ-ay c N4; WOTH 2FACTION - l-OAb FROM <;;-, L VE- LArr7 �� •a LOAD ofi t2� = lo,$ 2z'# . CoL. f ROMW-C. � Vot•- D•56cuBtCFr1.F � � 3 fLdi D oN caL=�11 5 3s�� 215.6*L . •% Mgjt Lp 11,037•o �! 1 s� Ai.QEAOV A55vMEID - 4x4 Y�14 loAL\4 T•S. LE`N49 +'20M A )SG VF5e.N mANu-AI-: 4x4xY,./ wjLL GAS I 26.0 klPS -FA C TGR sA rijY= 2. 36 (09) l 2500#/.rz �1,o37. n 4-.4 13z. ACIVAL -50PNJE'p ' is 26'x2,> a� a 40 44- T2 4- 2�. �Z X20 3,4 3 1! ,rvlM - 2073�c� 5 M 20�,3,�- = Q�• 9- �l S O�' S S'x 12*•RL��+DY 1 T zF lJrlg"X I2 + -L1)6)- 4fni S _ EZ ?j o• aF 5XFjirY 6 `o• CRtCK GQPAc (TY OF C.cON ' T- (okCo 5?V WOOP 1Co' LoN6 CAX7ric.gvjEp, 0 sv ffoaZr of AXLAL LOAD = 3,4 X314 MOPE1LTt Es or NO. 1 S.Y F• f, COM,PRE'S5 loti 'w 5?25 AUA Or: �:xG 30. 25 V„ p w9.ru q� -t ' CWEC9- L//t) .6E-w- LAAD1J16-. CWE-LAS -B(Y) L=- L - •� r VD •_ ��'S ��2 � � ZS 5 . :5 5• VD n4ib VA-10-d�s �KCK GEC2�,4 sE zK _ cc o. +W,r of Gxcot. = : T 800 , 412 3 � v 4,CV-4 2CJ00 P5 • •• 2. 3 = 2 + a • AAIN DECK am dDKT5 50.0F M • B.P. . Lo Q A = '80Ps F �F-xcEf-P s cnvaD JolS� Desj Ltv1D: #�LF m sty c � 3 00 P EG k , � s©: l loa��•� 5a � F • � y 73col o � •s6 • Fi tip A(MAX"Cie SvQ�Pb�T f4 o in M. A4 4X C4 U14L9) 4"—� - + 2 9.00 7f 0 76 'POT 67 i CAL J ' pAA 41 fg2 Ps I 50, G � r � s 10 a4 Is i ix,-C,fD= j2 OOCA 34©2' T EXKr�•2x�D )~LYL Im. u"oC, • .• `�S8 cam.T1 .EIN �5U'1C1:c�N1tr�OwfJ� ST12EWTVLV i I CMU WALL TD 45C iMMOVE n L e ; � S4 G' LEAVMG 81 SPAN or, rlE 'BM iz Cm2R.`� ZNA 'FLR b.L.-}-L.L . Sx8 C°W' T19 &M W9 Fit D65 lGii1 CP-I ER,1A= 50-f/t, LL-l- 10#19o'D.L. MSM *4rnO W4U-" . j0(5T LOAD TO E4 T2JV4 s F- n�-E b = (6°) 1.33)-71-RA-4-.O VI F AU JZEK401EV sl) -PL f -CYf FLp� SST LaAD l�� �• �2 2, Co00# PLY of -rig Isco . Z FI ND �''�,��►� T)E BM 1 ��o PLS �(Gt1 A5 5l(0 PL L SC/) � 8 o 0 1~ � h2 57 j G aok1f+1 p- o - - sf�T maP '455 umE TIE Ecn C,4NNOT cry RQ.Y AN`f LbA'P s M = 5�ADO •d=� cARQY LOAD W,BOL•T1ED STL Ls FROM A ISC MAN 0A L (ELA5-n c 5ECTZON MODUW';) TABLE �° 2� C�l00sF �2� 7L9 g, Com�INED(s)= )2•D WILL CAZO-Y 5 M 7-55 aK _------- 8 0 L T's /8"D.C.. .DRILL. 12-4> 18 OC. TN 2V * ?LACE Bo L T 5 tw P-PbxY 4 TIGNTV4 TO REFUSA L 91 i 1�- DE516W ZND frLVM FLOP. JSr�; - C LIE"A 2 SPAN = LOAD D.L.-#- LL ^-. 57 'rsF. Gp'lorg tZs LOAF L. 00-4 z - Dl o - 33�'ISat� N0. 1 ' 33, 750 25 2% 105UFFL. lf-S 21 .34 C P.A ISE Gp-AVL TD �� = 1750 Wt-4 -U 'us 55LOCr 5T12UG i 17- 27 "A" z5 zX io �a I," elAll ca 0 C12- .) 2N D1.� Pkv(n MAIN 9 . .ssT-s = C7 � 3'7� PLT iE " Ss'vby - �c (AP, 2D© 11 Z 2300 4P TUP5P£12 Th X057 sizE gym - �'J -SimPI-9 $m 8 M =UA zoo .jm-lr- C USE Nosy- D£NS SELxcT 3-rilw,7' f = 31.64- 17,6�P A55^IM 4x)z &m A•17 C, Sty.» rias 12 S f fe-s. .x12 �uP� L.��s 73 . 428 73 •4Za x, 32 - 31 .54 1��crc g a� ��TY . MAP SHOWING SURVEY OF: LOT 10, BLOCK 1, OCEAN GROVE, UNIT N0, 1, AS RECORDED IN PLAT BOOK 15, PAGE 82 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA DEWEES AVENUE 60' RIGHT—OF—WAY ®CEN'tERUNE 231 .00' RADIUS 75D6ARC NCREr- �F`' 5 t 2 p CEN�R�NE G� pig FOUND IRON Q� PIPE (NO/A ION 2 ? �g 3672 -- PIPE. No. 95 00' To cysso" 01 h ZCpNCREZE U. N� O .1 WOOD DECK O _ 12 16.1 30.1' CONCRETE G ),756- TWO STORY �Q °'2� CONCRETE G N BLOCK co -� -o N EY �o.a' � O o A/C PAD RESIDENCE y N� ❑ NUMBER 44o y ^, 8.9 30.1' O)o� ECOND 9.6' STORY �-�I 81 LOT 9, BLOCK 1 OVERHANG WY�+ ONCRETE LOT 11, BLOCK 1 °'2 3g, J2 T Z .N FOUND 3/4" IRON k PIPE (NO CAP) FOUND 3/4- PIPE (NO CAP)00 �0 NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. ANGLES ARE AS PER FIELD SURVEY, 3. THE NORTH ARROW WAS PROTRACTED FROM THE PLAT. 4. THERE ARE NO BUILDING RESTRICTION LINES AS PER PLAT. I 1---Z S,. DE WS E 5 :57. A:TLA_NT I C $c,i.i L _ QPRE -r- A 13 WOOD TQU5 5 E -5 DE 51a WED- BY b-rNlL R5 . LOAD5.: b.L . IOPLF f LL Wi ND PE-12 SLA • BLDG CODE 3OP5F 50+ )0- 40 ffxF DE51Gt4 LOAD Q G L OE- LA Ail M A M .5 (C A Q R Y 114 0 1-00 E) PP,6PEP.T(E5 FW01 TA$Lt+ sTQUc7U2.A L &Log D LAM . 5.Y �. Fj> = 240 Ft = 24-00 Fv 6 oWt .sPEAP) ; I G5 E = l,9oD,b0c THE W025T COt,101T»N !S WNW;W; b F CUM LAM STATIC L D A D 5 8 o P�F re ss A eu $ 0- G 2Z� C' e, � Z 80# (G+I� = 80 (�7) - t3 6C* LOAD CN GLUELAM (STATIC) = 13Ge 6$O P. DO le.W � �.a 1¢•S 1•S 2 10, 22 # Nt �680'�6�1'� C�8Av 4 5)�'1.Z� 14-5 0,, R, 'St FF , 1 �/► g = tZ,240 71,485 14.5 P? /Z�260 t Z,24c 1 0 l�•S Fl RD :. k, ^ 14,,1?6DIZ,t - 10,821 :w oZ t ey i ��ota �f� �•�� ¢'�, t oK ctos�5 b oC 312$ I WII�h i 6,742 CP sa __----- Q138 z ; - jto t a N4,P AAAX MAK. 6YE2- 5XfflfM'r, 9 6&W Nl ora— AgZA rn is-Mvi . 46j � 2 � Z 2.4 oo '/8x lz`sv��Ll s ,23 N07 Fi 0L6'R 14EFP I2'' OF-slam bzrrP , 5PtXc rok/ t2.4 w1 �z . Q oDr- -ro 1 C4 L c o�.._ c �. r.� W u T H 2 FAQ TI0K 4-OAb FP-orn <;;�L VE- t..,ArV 19M-( LOAD OF JZ j 10 8 2 2 �► c od.. f = 3�.�s� Rocy) wT. 05 9m W / vffiL.= 0.56 cogic 4-LvA.D o►J CbL^ Y.S6�3S)- 215.0 . •. Mjgej 1 Lo ALQEA©Y A55vMEID 4x4 Y% (9AL\/. M5. LEog TN = I L a`' (uNsuep-oPcra:� -1z'2 DM A )5c. fv5e-1� mANv AL= 4X4x%,/ wu-L cAP.. 26•o k,Ps �. - DDT l l`� I2�'Q,'� � �!.lad • �F� . o� 25oD� ��z 4.4 �z z s-oo AGIVAL !bV PpL tED ill 2°x 3a 2. a �- No7� - i�QDIN (iTATIC) r aom goo � 7�.�ss�s, # avSs DF-s i6M G LUFE-lAn ►Z � 4' 3,4 ►3t fi r 9� awe 5 1201 -514G �. .. }- 5 ,17� 3 13 17b7� r AA/Ax MOM OVE& 6X G Ct L SOPPOP-T. - 3, + P5 l 767.* c ,4N-t1LCAL C- W � C> Z_ t M , = 32 5 •MM c = 20736V 5 = M� - 2p ,3G� 8�• 4 �L�� 5 O� 5 8•x l2"�iw.��Y 5�1.�► '-TED x 12*" �L��1.,�fn� s ; �2 3 o• - FAc.-T. aF sxUrY �• G 14 F,C4 C-AP A c I7 Y 0 F GO NPT- -5\?V WoDP 1 G� LoN6 COL-5 (� CAA17rll.&Vj!I2. 49 SUPfOd2T• Of AXIAL LOAD = 3,413 4�� i topER.-rl LS or No. I S.Y F. fr CC/AP2"55l0tj X25 AR.A ®P 4:xG 3 0. 25 V„ Q 's-r u . q_� C, -t C14EC9- L ETW LAADW41 Cl-VE-LW -B(Y) L- i3�8 ZS 5 • � 5• VDca. �K PEC A 5f- m -ALLM p. K Qtl oNE G :::�� 3/41-5 7 S � o ycaA c Ioo 3A4 CA sV Q��''� � $.�p �k•Sb�o AAA*°��� gab �� 4 �� D* � � �'" USS 1� uN G� DIS G 7' 71 7107 t� syp 2.x s�snl'Llg� 13. 741 a4a f•T, axs's 2-4110.c. i a . OP ,:� cFE-TY = M-7 1 /'v�s�' c N•�i• �isT. � �m 04? s �� t. MAIN REAS.. 'tTgl� PLF 3 .. Iwo ,DET. $cn. 's V4 U5.1m ua. � � ; 13so 52-1 2 F�uD tr'• �lNFG 30�'D �.q��- .47 1 3 (USE 22s,4- No. 72 I (,., [2 sy p J. " ' . Z 3,04'0 Mix te (3fZ2,C9) 2( 252 34o2 + , •`• c+�hrn= !F-o4Q(i2.)m 3�1Z$2s-Tyr 2j f rem sX�7 �x,z ��s•� :. ExKr�•�b 1=L�.�sTs !6"oma., t .• 8X8 calms.T1 E (teltiF.ulgv- OwA) � Z ST12E6�GTlJf.1� ; I CMU WALL TD -bE iMmovE n E'X�cam. LEAVING $1 5PAN orr r1E BM 'Cd cAizp q 2.NA '-LR b.L.+L.L . `CI9 &M G OM! DES lag CIZITEZA: �SO�/i�' LL-f- 10#lo'D.L. E'�W$ v •cxhls "'L S015T LOAD Tb BETP_AA1 s> 1Z�E b = ��b� I.33�=7g•g ` �1� AYS R 1"? �TYt ne 43T LOAD #�, Q 2 P- =�Z Q., = 1 S C$o ` foo#. rL: oIa TI9 $m Z FIND M4AX T E sol Goo FLY' F:I(;tIae A5 Z)I(0 PL SC) 1R $ e • • 'm - WL2 = X 00 (e4) h5_ TIE 1301 CANNOT CARRY ANV LbAp 460 s�r.moP CAlzlzY LOAD W/EOLT5t> srL Cs FRom A 15C MAN CJAL. (ELA5Tl C 5EC770N AODUIUs) Tei bLE P° 2. 5 c-,1005F (2) 7L:9 O, com$INFD(s)=,12•D WILL CMMY 5 =l►� .: A (-3 C,-o (�z�= 4 32, 0 o 0 1 N fA CTDP, OF 5AFETY = 7-55 bK _ N 6A LV A1 IZE D r DRILL T}+Ru 4 PLACE 3/BOLTS ' 1w I:ftdxY T1G44 TV4 TO R.EFUSA L C L,�'A 2 SPAN = 15 .0 . LOA[) D. L.#- LL ¢ '' c a WrE D-s LOAD L = too z 2"1 Q D0, C5 = 33, 750 25 ZXIDrJA Sv��LC�S 2l •3`l� 2x 10 �. a" 0 cu. 2N P FLOOR cCOOID S-'Ag) L—CAP Lr2Pm MSSI�4 $ .9 . JSTS = (7.5 50 SI-S PLT t� ►� STl�b� �t C4 ZOO �J TP .5 7 .5 P L r-• t t IZz` (4DC:57s) = 2300 #P TP.Am5PFP- Tb P05T sizE 8M • �� S�m�L� $� 8 S 2 3 1.6+ �issvm 'D 4XIz Bm A.I 7 C, S4,v.,v tJc�3�t2 s Pr^mss. .xt2 �vFP1.1f5 73 . 428 7_3 .428 2� 3z Mcr'o 9 a� 6AFr.sy Florida Building Code Online Page 1 of 2 PRODUCT APPROM Pioduct Type Detail r r r r i ■ Overview Product Search Organization Product Search Application ■ User: Public User -Not Associated with Organization- l ;l Nee elp_? Application#: FL3374 Date Submitted: 09/22/2004 Code Version: 2001 Product Manufacturer: Kennedy Skylights,LLC Address/Phone/email: 5294 Tower Way Sanford,FL 32773 (407)330-5150 Category: Sky Lights Subcategory: Skylight Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Section Standard. Year Building Code: AAMA/WDMA 1600- 2000 00/I.S.2-2000 TAS 202 1994 ASTM E1886 1997 ASTM E1996 1999 ASTM E283 1991 ASTM E330 1984 ASTM E331 1993 ASTM E547 1993 Certification Agency: National Accreditation&amp;Management Institute, Quality Assurance Entity: . Validation Entity: Authorized Signature: Connie Thomas catskylites@aol.com Evaluation/Test Reports Uploaded: http://www.floridabuilding.org/pr/pr detl.asp?IPT=3374&RV=O&fin=ROSrch 8/24/2005 Florida Building Code Online Page 2 of 2 Installation Documents Uploaded: PTLD 33741_instructsheetsfgsfgv2o4o6o pdf Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 10/29/2004 Date Approved: 11/01/2004 Date Certified to the 2004 Code: Page: Go Page 1/1 App/Seq Product Model#or Model Limits of Use # Name Description Self-Flashing 374.1 SFG Series Glass Fixed Glass SKG-R80,(48"x 48" size) Skylight with Non-HVHZ Ium.Frame Self-Flashing Large Missile,Wind Zone 374.2 FGI Series Impact Glass Fixed Glass , (48"x 48")D/P+70 psf- Impact Skylight with Glass 0 psf Non-HVHZ Next Vrrt5lah .._. sawr.d Copyright and Disclaimer;02000 The State of Florida.All rights reserved. vetifr. http://www.floridabuilding.org/pr/pr detl.asp?IPT=3374&RV=O&fm=ROSrch 8/24/2005 CITY OF ATLANTIC BEACH --' 800 SEMINOLE ROAD _ ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 J231 Application Number . . . . . 05-00029659 Date 3/01/05 Property Address . . . . . . 44 #U DEWEES AVE Tenant nbr, name . . . . . . NEW ADDITION/INT REMODEL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200000 Owner Contractor ------------- ----------- ------------------------ MARTIN, CHRISTOPHER & SANDRA BEACHES BUILDING LLC 44 DEWEES AVENUE #U 1430 FOREST MARSH DRIVE ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 626-5556 ----- - ------ --- ------- ----------------------------- ------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 760 . 00 Plan Check Fee 380 . 00 Issue Date . . . . Valuation . . . . 200000 Expiration Date . . 9/01/05 --- ------ -- ------------------------------------------ ----- ------------------ Other Fees . . . . . . . . . WATER IMPACT FEE 20 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due --- ------- --- Permit Fee Total 760 . 00 760 . 00 . 00 . 00 Plan Check Total 380 . 00 380 . 00 . 00 . 00 Other Fee Total 55 . 00 55 . 00 . 00 . 00 Grand Total 1195 . 00 1195 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL ri CITY OF ATLANTIC BEACH =' FEB 4 BUILDING PERMIT APPLICATION Date: Job Address: 44 be w EE-:5 A yE u6 Owner's Name: (,,A \S"MWER, S iskftm /� N kml tJ Address: 4o '� , ��oSAY. �73�//5, Phone: 9D4• ZIA- 460 Legal Description: Block Number: —' Lot Number: Zoning Zoning District: 65 E60I4 4 ACUC 11ontractor: I�P- CIArg INU.ALAiM c_, L•� State License Number: C,GLCjC4;4 Address: 't}?� FbLaE sr tiles_- N.1 3ZZ&& Phone: !� •�OZ�o• 16 City: NFIOL 16CA t State: R_ Zip: Fax: �(�•�p5j�4 Describe proposed use and work to be done: '�F„WIGj1>” New electrical or increase in service?_ f S Add plumbing fixtures? Add fireplace? K-41 t> Add heating/air conditioning? �I GS rreseni use oz lana or ouuatngks): Valuation of proposed construction: ?mak Is approval of Homeowner's Association or other private entity required?ND If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5%or more to the original impervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area 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. 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 8/04 CITY OF ATLANTIC BEACH IS PERMIT CALCULATION SHEET Date: �2 ' 8 -o S� Address Heated Square Footage @ $ per sq ft= $ Garage/ Shed @ $ per sq ft= $ L Carport/Porch $ �I� per sq ft= $ Deck �a$ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ AOO 060 ^ ob Go0 0 $ Total Valdation I' $ $ 3 oa RemainiAg Value $3. per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ 6 a ZONING: j< (S - Z + %Z Filing Fee $ 3 FLOOD ZONE: _2_ ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: S o 7. BUILDING PERMIT FEE $ (/ d WATER IMPACT FEE $ i n SEWER IMPACT FEE $ WATER METER/TAP $ 0 CAPITAL IMPROVEMENT$ a SEWER TAP $ U C ( ) RADON HRS .0050 $ 0 SECTION H PAVING( ) $ o CROSS CONNECTION $ 3 J -" ST( ) SURCHARGE $ o OTHER $ GRAND TOTAL DUE: $ 2 -Z 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: y4/ O F F r S O� �,c - i/d v '-r 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, 6 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 fountairdicemaker '�z Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray(1 or 2 compartments) 2 Lavatory 1 Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, l gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS= MULTIPUiD X 20 TOTAL$ ,2 o Impervious Surface Area Cti culations 44 DeWees Avenue, Atlantic Beach FL EXISTING 6130 SF area property (approx) 940 SF building and pads/patio 100 SF concrete pad 1040 SF TOTAL IMPERVIOUS AREA 1040 / 6130 = 17% PROPOSED 6130 SF area property (approx) 1789 TOTAL IMPERVIOUS AREA 1789 /6130 = 29% MAP SHOWING SURVEY OF: LOT 10, BLOCK 1, OCEAN GROVE, UNIT NO. 1, AS RECORDED IN PLAT BOOK 15, PAGE 82 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA / DEWEES AVENUE 60' RIGHT-OF-WAY p CERTERUNE N (74.67' ARC - FIELD 231.00' RADIUS 75.00ARC ��NE CRETE .cG`' ,c4.5 12 p CEH 4i • UC' P P FOUND E(N1/2- P)C PIApR ON � O APYg �g SET 1/N.l9 3872 PIPE. -- �� To�bs. o. g O CONCRETE WOOD DECK CONCRETE n 16.1' 30.1' >15 6' TWO STORY 9 y 02 m CONCRETE ° .1 r Bo 9 N BLOCK lY O.S. O o RESIDENCE fn O 0 A/C PAD in C q NUMBER 44 O 30.1' 8.9' p ECOND91 6' ONCRETE STORY LOT 9, BLOCK 1 OVERHANG w ?j6 LOT 11, BLOCK 1 0'2 €� U N 2 2 Z Z ,N FOUND 3/4-IRON k PIPE(NO CAP) FOUND 3/4'IRON 0.FV„(1 ,✓ V�l 1 PIPE(NO CAP)O' a�J h A� `g`l OGS RF= I.2� EI 1i CITY OF ATLANTIC BEACH BUILDING&ZONING FEB 0 4 2005 j I � NOTES: 1. THIS IS A BOUNDARY SURVEY. TEW 2. ANGLES ARE AS PER FIELD SURVEY. 3. THE NORTH ARROW WAS PROTRACTED FROM THE PLAT. r 4. THERE ARE NO BUILDING RESTRICTION LINES AS PER PLAT. THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X° (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. D69N W. BOATWRIGHT, P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND THE FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.' FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: "' 4 BOATWRIGHT LAND SURVEYORS, INC. DAIS: JANUARY 29, 2005 DRAWN BY: AC 1500 ROBERTS DRIVE SHEET?OF — FILE # 2005-148 JACKSONVILLE BEACH, FLORIDA 241-8550 Impervious Surface Area Calculations 44 DeWees Avenue, Atlantic Beach.FL EXISTING 6130 SF area property (approx) 940 SF building and pads/patio 100 SF concrete pad 1040 SF TOTAL IMPERVIOUS AREA 1040 /6130 = 17% PROPOSED 6130 SF area property (approx) 1789 TOTAL IMPERVIOUS AREA 1789 /6130 = 29% CITY OF ATLANTIC BEACH BUILDING /ZONING DEPARTMENT L. L. Hig ins J 800 Seminole Road oerr �- Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us s PLAN REVIEW COMMENTSc;�st Permit Application # L)S ' Property Address: 44 Applicant: I E—:7-A L c-ii:s Project: This permit application has been: Ef Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: L� 1 ' Date: ri1:�� lsy CITY OF ATLANTIC BEACH c BUILDING/ZONING DEPARTMENT L. Hi ins 800 Seminole Road 9 � Atlantic Beach,Florida 32233 ,' �31}•,� (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS FEB Permit Application # ? S� Property Address: _ lDG�� y Applicant: rz� 6 L-u)� . Project: �-] i-,\' Q D k T=Approved pplication has been: Reviewed and the following items need attention: A 9 - Please re-submit yo cation when these items have been completed. Reviewed By: .�:�/�_ Date: �?Z - U� US BP255UO2 CITY OF ATLANTIC BEACH 2/08/05 Application Tracking Action Log Maintenance 11 : 24 : 45 Application number . . . . . 05 00029659 Address . . . . . . . . . . . 44 #U DEWEES AVE Application type . . . . . . RESIDENTIAL ADD/RENOVATE/ALTER Revision number . . . . . . . Path/step/seq . . . . . . . . A 01 00 Agency . . . . . . . . . . . PLANNING Type information, press Enter. Action date . . . . . . . . 20805 Action by (F4) . . . . . . SD Action code (F4) . . . . . AP Time spent (hours) . . . . . 00 Correction report item . . N Y=Yes,N=No 1=Add new comment 2=Change comment 4=Delete comment Opt Seq Comments Print 1. 00 Approved per Variance 04-20-04 (File No. ZVAR-2004-06. ) _ — --T-.U—o Bottom F3=Exit F4=Prompt F9=Add std comment F12=Cancel F21=User defaults CITY OF ATLANTIC BEACH :a 800 SEMINOLE ROAD _ r ATLANTIC BEACH, FLORIDA 32233 aC'Ym. INSPECTION PHONE LINE 247-5826 ~�ys3Sr Application Number . . . . . 05-00029659 Date 3/04/05 Property Address . . . . . . 44 #U DEWEES AVE Tenant nbr, name . . . . . . NEW ADDITION/INT REMODEL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200000 Owner Contractor ---- -------------------- --- ---- - ---- ------------ MARTIN, CHRISTOPHER & SANDRA BEACHES BUILDING LLC 44 DEWEES AVENUE #U 1430 FOREST MARSH DRIVE ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 626-5556 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc 200AMP, 1PH, 3W, 240V Sub Contractor DESTINY ELECTRIC Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. I L1111i BUILDING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date:PIM4dv- Zr � Property Address: —t D e W ce,S }�► Owner: CA-ruS-2pP{(c 2 Telephone#• 11704 C, D- 5-Guon Contractor: B2gclnt,S DA,a- DFSru y >xWL Telephone #: OJO 2-7-11W Contractor Address: 2850 Gt2Gu7 1umat3- Da. 0, (- Fax#: q0u- ZR$-OS7- 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 ❑ New a' Residence ❑ Temp. ❑ New being done on this building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Or site,list the building g Permit number: 0"Re-wire ❑ Addition Sq.Ft. 3"**Repair 0 szq(0 5 Cl l atC. Conductor Size: AMPS: 200 COPPER F1 ALUMINUM Switch or RACE Breaker AMPS 2-00 PH C W 3 VOLT gyp WAY $.lT. Existing Service RACE Size AMPS "100 PH L W 3 VOLT ZqO WAY J.0- Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 10 AMPS 11 100 AMPS Switches 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 UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea.—Sign Miscellaneous Z OleMO CLAJ it"4L 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH �`. 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029925 Date 3/21/05 Property Address . . . . . . 44 #U DEWEES AVE Tenant nbr, name . . . . . . TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------------- -------- ------------------------ MARTIN, CHRISTOPHER DESTINY ELECTRIC 44 DEWEES AVENUE #U 2850 CIRCLE RIDGE ROAD ATLANTIC BEACH FL 32233 ORANGE PARK FL 32065 (904) 703-9753 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc TEMP POLE 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 fr PERNM IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. x BUILDING OFFICIAL rf yL�r�y �s CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: )3- ZI —OS Property Address: ``Z �eW e s Owner: L-IA L-Li&D I C��i b Telephone#: `' 2 s� Contractor: b e s 6 4)iA G l Cc.. yy_ Telephone #: �OV-27� 32�p Contractor Address: Fax#: q0V_ 29V-d,F17 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 ❑ New Er Residence rY Temp. ❑ New being done on this building Or site,list the building er Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE/ Breaker AMPS (p O PH W 3 VOLT ),V0 WAY G �L 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 I I 100 AMPS Switches 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 UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. --Ea._Sign Miscellaneous I Oilereaj -�F t—CM04d U 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us 44 I f.. \µ� f` CITY OF ATLANTIC BEACH if) 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 JI35 Application Number . . . . . 05-00029659 Date 5/26/05 Property Address . . . . . . 44 #U DEWEES AVE Tenant nbr, name . . . . . . NEW ADDITION/INT REMODEL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200000 Owner Contractor ------------------------ ------------------------ MARTIN, CHRISTOPHER & SANDRA BEACHES BUILDING LLC 44 DEWEES AVENUE #U 1430 FOREST MARSH DRIVE ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 626-5556 ----------------- ----------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc CONDENSOR/AIR HANDLER Sub Contractor A/C DESIGNS OF FLORIDA, INC. Permit Fee . . . . 107 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 107 . 00 107 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 107 . 00 107 . 00 . 00 . 00 x PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL MY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDIAG CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATIOND Date: 6/Z,5 JD5 Property Address: A+4 ]b el4jGt°S � • Owner: (�j�jC&41lY`j Telephone #: Contractor: Telephone #: a, na Contractor Address: 3545-1 St.Johns Bluff Rd$0301 Fax #: closet-At)sTD* q 1 A In consideration of permit given for doing the'work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: _LP _Natural _Central Utility `ocx�)z 1 L059 ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _Space _Recessed KCentral _Floor Residential Air Conditioning: _Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity JUCX3 cfm El Refrigeration ❑ New Building ❑ Cooling Tower:Capacity gpm ❑ Fire Sprinklers:Number of Heads Existing Building ❑ Ftlevator: _— Manlift Escalator (Number) Cl Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency sem-9 r},F_ 2. I•t. lD 1�- 1...� 10.06'-7.0 HEATING–FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency Fe 12 2�b= TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 !Jlilt Application Number . . . . . 05-00030333 Date 5/13/05 Property Address . . . . . . 44 #U DEWEES AVE Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7981 Owner Contractor ------------------------ ------------------------ MARTIN, CHRISTOPHER CHAMPION ROOFING SERVICES INC 44 DEWEES AVENUE 3734 SPRING PARK ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 396-4642 ------ Structure Information REROOF ----- ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 7981 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. B :. FF IAL CITY OF ATLANTIC BEACH PERAUT CALCULATION SHEET Address W 0-or Date ' ( 2— Heated 2Heated Square Footage @$ 4a'`"' per sq ft= $ Garage/ Shed _ @$ ,M P. . per sq ft= $ Carport/Porch w v @$ per sq R= $ Deck @$ per sq ft= $ Patio @$ per sq ft= $ TOTAL VALUATION: $ 3 q 8 f $ Total Valuation is, $ t�a 6243 (. $ Remaining Value $S per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $_ �o ZONING: + 1/2 Filing Fee $ A6 FLOOD ZONE: ( ) Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER M ETERITAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON .0050 $ SECTION H PAVING( } $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ l `� . %T CITY OF ATLANTIC BEACH Cc. BUILDING / ZONING DEPARTMENT D. Fordns ti 800 Seminole Road S.Doerr Atlantic Beach,Florida 32233 J13�� (904)247-5800 (904)247.5845 Fax www.coah.us PLAN REVIEW COMMENTS Permit Application # Property Address: '4V f��J Applicant: Ch l L --L H(�, Project: 4— This permit application has been: Approved E-1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: WC' Date: sk Co S�- Date Contractor Notified: FROM CHAMPION ROOFING FAX NO. : 904 396 5343 May. 12 2005 01:08PM P1 T r CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION 1 _ Date: .lob Address Owner of Property: hr int), MCA In Address: qhs t3 ? ��'�'Celephono:(G� .4p� Contractor: r,�' M Diu t0�, �T�r State License Number: 4fo.�= iiit =30 ..._r...�. Canttactpr's Address: Telephone: _ 3q to I d_AZ . Fax: Scope of Work: Yryrr �n;�nn1P 1 l►(�� . `S?QC � , Deck Slope: �✓ IZ _Greater than 2:12 Less than 2:12 Valuation of work: Product Name(Example:Timberline): Manufacturer(Example:OAF):- ASTM Designtion(s): Required Inspections: Sh F• 1 Signature of Owner Date• Signature of Contractor: Date: AS TO OWNER: Sworn to and subscribed before me this ( _ day of Uff •20�. State of Florida,County of Duval Notary's St ature: A el'—o (_W� -- Dona maat aw Personally known jr, �M ComrMasbn Dp21p17/ ❑ Produced identification 9b ,p� t=am Juni o4.soot Type of identification produced AS TO CONTRACTOR. Sworn to and subscribed before me this day of ~1 1`Q —120fj State of Florida,County of Duval Wonally re: Madeod nown pA,Can�mMelon o04mv entification VIM/ ROPO"JUMOSAW Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-544$ Telephone: (904)247-5800 •Fait: (004)247-5845 •http://www.cLatlantic-boacb.il.as Page 1 RavixW2/2vV3 ' 3FcM 60OA-2001 FLORIDA ENERGY EFFICIE dy CODE FOR BUILDING CONSTR CTI0 N � )o(i , Florida Department of Community Agpirs Residential Whole Building PerformancO 11 thod A C� Project Name: The Martin Residence Builder: Beaches Building Address: " Dewees Avenue Permitting Office: Duval City, State: Atlantic Beach, FI Permit Number. Owner: Martin Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 kBtu/hr 3. Number of units,if multi-family 1 SEER:10.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap:30.0 kBtu/hr _ 5. Is this a worst case? No SEER:10.00 _ 6. Conditioned floor area(W) 2384 ft2 c. N/A 7. Glass area&type Single Pane Double Pane ._ a. Clear glass,default U-factor 0.0 112 395.0 112 13. Heating systems b. Default tint 0.0 ft2 0.013= a. Electric Heat Pump Cap:30.0 kBtu/hr -, c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:7.00 8. Floor types _ b. Electric Heat Pump Cap:30.0 kBtu/hr _ a. Slab-On-Grade Edge Insulation R=0.0, 141.0(p)ft _ HSPF:7,00 _ b. Raised Wood,Adjacent ft2 c. N/A _ c. N/A 9. Wall types 14. Hot water systems a. Frame,Wood,Exterior R=I 1.0,2538.0 fF _ a. Electric Resistance Cap:50.0 gallons _ b.N/A _ EF:0.86 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, 1192.0 ft2 _ DHP-Dedicated heat pump) b.N/A 15. HVAC credits MZ-C,CF,MZ-H c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts HF-Whole house fan, a. Sup:Con. Ret:Con. AH(Sealed):Interior Sup.R=6.0, 100.013 -_ PT-Programmable Thermostat, b. Sup:Con. Ret:Con. AH(Sealed):Interor Sup.R-6.0, 100.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as-built points: 32936 ASS Total base points: 33448 I hereby certify that the plans and fi ations covered Review of the plans and zt;>v ST by this calculation are in c� I w' the Florida specifications covered by this9r�o Energy Code. �'�''` calculation indicates compliance �+ PREPARED BY: 1r n n Smith with the Florida Energy Code. Before construction is completed d DATE: this building will be inspected for T' a I hereby certify that this building, as designed, is in compliance with Section 553.908 yAv compliance with the Florida Energy Code. Florida Statutes. oon W7 OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - -- EnergyGaugeO(Version: Ft_RCPB v3.30) --- - -- - FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 44 Dewees Avenue, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF= Points .18 2384.0 20.04 8599.6 Double,Clear W 1.5 5.5 40.0 38.52 0.90 1382.1 Double,Clear S 1.5 4.5 32.0 35.87 0.78 890.7 Double,Clear S 1.5 4.5 12.0 35.87 0.78 334.0 Double,Clear S 1.5 4.5 24.0 35.87 0.78 668.0 Double,Clear E 1.5 5.5 30.0 42.06 0.90 1131.0 Double,Clear E 6.5 5.5 15.0 42.06 0.47 298.1 Double,Clear S 1.5 5.5 15.0 35.87 0.83 447.7 Double,Clear N 1.5 5.5 30.0 19.20 0.93 534.7 Double,Clear E 1.5 5.5 60.0 42.06 0.90 2261.9 Double,Clear N 1.5 5.5 30.0 19.20 0.93 534.7 Double,Clear N 1.5 5.5 15.0 19.20 0.93 267.3 Double,Clear N 1.5 5.5 20.0 19.20 0.93 356.4 Double,Clear N 1.5 3.5 12.0 19.20 0.86 197.9 Double,Clear W 1.5 5.5 45.0 38.52 0.90 1554.9 Double,Clear W 1.5 5.5 15.0 38.52 0.90 518.3 As-Built Total: 395.0 11377.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 11.0 2538.0 1.70 4314.6 Exterior 2538.0 1.70 4314.6 Base Total: 2538.0 4314.6 As-Built Total: 2538.0 4314.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 100.0 6.10 610.0 Exterior 117.7 6.10 718.0 Exterior Wood 17.7 6.10 108.0 Base Total: 117.7 718.0 As-Built Total: 117.7 718.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1192.0 1.73 2062.2 Under Attic 30.0 1192.0 1.73 X 1.00 2062.2 Base Total: 1182.0 2062.2 As-Built Total: 1192.0 2062.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 141.0(p) -37.0 -5217.0 Slab-On-Grade Edge Insulation 0.0 141.0(p -41.20 -5809.2 Raised 1192.0 -3.99 -4756.1 Raised Wood,Adjacent 11.0 1192.0 0.70 834.4 Base Total: -9973.1 1 As-Built Total: 1333.0 -4574.8 EnergyGauge(D DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: " Dewees Avenue,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2384.0 10.21 24340.6 2384.0 10.21 24340.6 Summer Base Points: 30061.9 Summer As-Built Points: 37838.2 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) 37838.2 0.500 (1.000 x 1.147 x 0.86) 0.341 0.902 5778.5 37838.2 0.500 (1.000 x 1.147 x 0.86) 0.341 0.902 5778.5 30061.9 0.4266 12824.4 37838.2 1.00 0.992 0.341 0.902 11556.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: "Dewees Avenue,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2384.0 12.74 5467.0 Double,Clear W 1.5 5.5 40.0 20.73 1.03 852.4 Double,Clear S 1.5 4.5 32.0 13.30 1.26 535.5 Double,Clear S 1.5 4.5 12.0 13.30 1.26 200.8 Double,Clear S 1.5 4.5 24.0 13.30 1.26 401.6 Double,Clear E 1.5 5.5 30.0 18.79 1.04 587.1 Double,Clear E 6.5 5.5 15.0 18.79 1.34 376.4 Double,Clear S 1.5 5.5 15.0 13.30 1.15 228.8 Double,Clear N 1.5 5.5 30.0 24.58 1.00 739.5 Double,Clear E 1.5 5.5 60.0 18.79 1.04 1174.2 Double,Clear N 1.5 5.5 30.0 24.58 1.00 739.5 Double,Clear N 1.5 5.5 15.0 24.58 1.00 369.8 Double,Clear N 1.5 5.5 20.0 24.58 1.00 493.0 Double,Clear N 1.5 3.5 12.0 24.58 1.01 297.1 Double,Clear W 1.5 5.5 45.0 20.73 1.03 959.0 Double,Clear W 1.5 5.5 15.0 2013 1.03 319.7 As-Built Total: 395.0 8274A WALL TYPES Area X BWPM = Paints Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 11.0 2538.0 3.70 9390.6 Exterior 2538.0 3.70 9390.6 Base Total: 2538.0 9390.6 As-Built Total: 2538.0 9390.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 100.0 12.30 1230.0 Exterior 117.7 12.30 1447.7 Exterior Wood 17.7 12.30 217.7 Base Total: 117.7 1447.7 As-Built Total: 117.7 1447.7 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1192.0 2.05 2443.6 Under Attic 30.0 1192.0 2.05 X 1.00 2443.6 Base Total: 1192.0 2443.6 As-Built Total: 1192.0 2443.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 141.0(p) 8.9 1254.9 Slab-On-Grade Edge Insulation 0.0 141.0(p 18.80 2650.8 Raised 1192.0 0.96 1144.3 Raised Wood,Adjacent 11.0 1192.0 3.60 4291.2 Base Total: 2399.2 1 As-Built Total: 1333.0 6942.0 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge&/FlaRES'2001 FLRCP13 v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:" Dewees Avenue,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2384.0 -0.59 -1406.6 2384.0 -0.59 -1406.6 Winter Base Points: 19741.6 Winter As-Built Points: 27091.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 27091.8 0.500 (1.000 x 1.169 x 0.88) 0.487 0.950 6474.5 27091.8 0.500 (1.000 x 1.169 x 0.88) 0.487 0.950 6474.5 19741.6 0.6274 12385.9 1 27091.8 1.00 1.033 0.487 0.950 12949.1 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 44 Dewees Avenue, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X 'tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 274600 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12824 12386 8238 33448 1 11557 12949 8430 32936 PASS y04TI1E ST,g?�o� Ma EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®1FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 44 Dewees Avenue,Atlantic Beach, Fl, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS _ SECTION REQUIREMENTS FOR EACH PRACTICE __ CHECK Exterior Windows&Doors _ 606.1.ABCA.1 Maximum:.3 cfm/sg.ft.window area;.5 cfm/sq ft door area. _ Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windowsldoors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to,the foundation to the top pi4e. _ Floors 606.1.ABC.1.22 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 i 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 seated at the perimeter,at penetrabons and seams. 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 sealed box with 112"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses _ 606.1.ABC.1.2.5 _ Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust 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 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit f _ breaker electric or cutoff s must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 _ Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 _ Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugec9/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.1 The higher the score,the more efficient the home. Martin, 44 Dewees Avenue, Atlantic Beach, Ft, 1. New construction or existing Addition 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 kBtu/hr _ 3. Number of units,if multi-family 1 SEER:10.00 _ 4. Number of Bedrooms 3 b. Central Unit Cap:30.0 kBtu/hr _ 5. Is this a worst case? No SEER:10.00 _ 6. Conditioned floor area(ft2) 2384 ft2 a N/A _ 7. Glass area&type Single Pane Double Pane a. Clear-single pane 0.0 ft2 395.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 0,0 ft2 _ a. Electric Heat Pump Cap=30.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft` 0.0 ft2 _ HSPF:7.00 d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:30.0 kBtu/hr _ 8. Floor types HSPF:7.00 _ a. Slab-On-Grade Edge Insulation R=0.0, 141.0(p)ft - c. N/A _ b. Raised Wood,Adjacent R==11.0, 1192.Oft2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R-=I 1.0,2538.0 fF EF:0.86 b.N/A _ b.NIA _ c. N/A _ d.N/A c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ BHP-Dedicated heat pump) a. Under Attic R=30.0, 1192.0 112 15. HVAC credits MZ-C,CF,MZ-H b.N/A (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Interor Sup.R=6.0, 100.0 ft MZ-C-Multizone cooling, b. Sup:Con. Ret:Con. AH(Sealed):Interior Sup,R=6.0, 100.0 ft MZ-II-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) -VM Sr4p� in this home before final in on.Otherwise,a new EPL Display Card will be completed ti based on installed Code c t feat s. Builder Signature: Date: Cp �� ©S a Address of New Home: 4teWe � City/FL Zi * Con WT p: TL. �_�� *NOTE: The home's estimated energy performance score is only available through the FLAIRE.S computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPAIDOE.EnergyStar designation), Your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Eff ciency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeO(Version: FLRCPB 0.30) Residential System Sizing Calculation Summary Martin Project Title: Code Only 44 Dewees Avenue The Martin Residence Professional Version Atlantic Beach, FI Climate: North Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 7 Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 41957 Btuh Total cooling load calculation 44285 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 143.0 60000 Sensible (SHR = 0.7) 126.3 42000 Heat Pump+ Auxiliary(8.0kW) Latent 163.3 18000 Total Electric Heat Pum WINTER CALCULATIONS Winter Heating Load for 2384 sqft) Load component Load Window total 395 sqft 10902 Btuh Inftl.(31%) Wntlews(26%) Wall total 2538 sqft 8629 Btuh Door total 118 sqft 2057 Btuh Ceiling total 1192 sqft 1550 Btuh Floor total See detail report 5892 Btuh C""" (`%' �n Infiltration 309 cfm 12927 Btuh Doors(5%) �- Subtotal 41957 Btuh Walls(2196) Duct loss 0 Btuh TOTAL HEAT LOSS 41957 Btuh SUMMER CALCULATIONS Summer Coolie Load for 2384 sqft Load component Load Window total 395 sqft 16479 Btuh LeteM wdernal(3%) Wall total 2538 sqft 5127 Btuh Laterk inffl.(22%) Door total 118 sqft 1229 Btuh Win .(37%) Ceiling total 1192 sqft 1383 Btuh Floor total 0 Btuh Infiltration 289 cfm 6047 Btuh Internal gain 3000 Btuh f= Subtotal(sensible) 33264 Btuh i Infl.(14%) ��-" CeiFngs(3%) Duct gain 0 Btuh �� � Total sensible gain 33264 Btuh Do rs(3%) wawsc,z%) Latent gain(infiltration) 9641 Btuh Latent gain(intemal) 1380 Btuh EnergyGauge®System A9' on ACCA Manual J. Total latent gain 11021 Btuh PREPARED BY: TOTAL HEAT GAIN 44285 Btuh DATE: EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Winter Residential Load - Component Details Martin Project Title: Code Only 44 Dewees Avenue The Martin Residence Professional Version Atlantic Beach, FI Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 6/13/2005 Window Panes/SHGC/Frame/U Orientation Area X HTM= Load 1 2, Clear, Metal, DEF W 40.0 27.6 1104 Btuh 2 2, Clear, Metal, DEF S 32.0 27.6 883 Btuh 3 2, Clear, Metal, DEF S 12.0 27.6 331 Btuh 4 2, Clear, Metal, DEF S 24.0 27.6 662 Btuh 5 2, Clear, Metal, DEF E 30.0 27.6 828 Btuh 6 2, Clear, Metal, DEF E 15.0 27.6 414 Btuh 7 2, Clear, Metal, DEF S 15.0 27.6 414 Btuh 8 2, Clear, Metal, DEF N 30.0 27.6 828 Btuh 9 2, Clear, Metal, DEF E 60.0 27.6 1656 Btuh 10 2, Clear, Metal, DEF N 30.0 27.6 828 Btuh 11 2, Clear, Metal, DEF N 15.0 27.6 414 Btuh 12 2, Clear, Metal, DEF N 20.0 27.6 552 Btuh 13 2, Clear, Metal, DEF N 12.0 27.6 331 Btuh 14 2, Clear, Metal, DEF W 45.0 27.6 1242 Btuh 15 2, Clear, Metal, DEF W 15.0 27.6 414 Btuh Window Total 395 10902 Btuh Walls Type R-Value Area X HTM= Load 1 Frame - Exterior 11.0 2538 3.4 8629 Btuh Wall Total 2538 8629 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 100 17.5 1748 Btuh 2 Wood - Exter 18 17.5 309 Btuh Door Total 118 2057Btuh Ceilings Type R-Value Area X HTM= Load 1 Under Attic 30.0 1192 1.3 1550 Btuh CeilinQ Total 1192 1550Btuh Floors Type R-Value Size X HTM= Load 1 Slab-On-Grade Edge Insul 0 141.0 ft(p) 30.8 4343 Btuh 2 Raised Wood/Enclosed 11 1192.0 sqft 1.3 1550 Btuh Floor Total 1333 5892 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 23840(sgft) 159 6657 Btuh Mechanical 150 6270 Btuh Infiltration Total 309 12927 Btuh Subtotal 41957 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.00) 0 Btuh Total Btuh Loss 41957 Btuh EnergyGaugeG FLRCPB v3.30 Manual J Winter Calculations Residential Load - Component Details (continued) Martin Project Title: Code Only 44 Dewees Avenue The Martin Residence Professional Version Atlantic Beach, FI Climate: North 6/13/2005 Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types- metal,wood or insulated metal) (U -Window U-Factor or'DEF'for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slag-on-grade or area for all other floor types) EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Summer Residential Load - Component Details Martin Project Title: Code Only 44 Dewees Avenue The Martin Residence Professional Version Atlantic Beach, FI Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 6/13/2005 Type Overhang Window Area(sgft) HTM Load Window Panes/SHGCIU/InSh/ExSh Omt Len Hgt Grass Shaded Unshaded Shaded Unshaded 1 2,Clear,DEF,N,N W 1.5 5.5 40.0 9.1 30.9 23 72 2436 Btuh 2 2,Clear,DEF,N,N S 1.5 4.5 32.0 32.0 0.0 23 37 736 Btuh 3 2,Clear,DEF,N,N S 1.5 4.5 12.0 12.0 0.0 23 37 276 Btuh 4 2,Clear,DEF,N,N S 1.5 4.5 24.0 24.0 0.0 23 37 552 Btuh 5 2,Clear,DEF,N,N E 1.5 5.5 30.0 6.7 23.3 23 72 1832 Btuh 6 2,Clear,DEF,N,N E 6.5 5.5 15.0 14.6 0.4 23 72 365 Btuh 7 2,Clear,DEF,N,N S 1.5 5.5 15.0 15.0 0.0 23 37 345 Btuh 8 2,Clear,DEF,N,N N 1.5 5.5 30.0 0.0 30.0 23 23 690 Btuh 9 2,Clear,DEF,N,N E 1.5 5.5 60.0 13.6 46.4 23 72 3654 Btuh 10 2,Clear,DEF,N,N N 1.5 5.5 30.0 0.0 30.0 23 23 690 Btuh 11 2,Clear,DEF,N,N N 1.5 5.5 15.0 0.0 15.0 23 23 345 Btuh 12 2,Clear,DEF,N,N N 1.5 5.5 20.0 0.0 20.0 23 23 460 Btuh 13 2,Clear,DEF,N,N N 1.5 3.5 12.0 0.0 12.0 23 23 276 Btuh 14 2,Clear,DEF,N,N W 1.5 5.5 45.0 10.2 34.8 23 72 2741 Btuh 15 2,Clear,DEF,N,N W 1.5 5.5 15.0 0.0 15.0 23 72 1080 Btuh Window Total 1 395 16479 Btuh Walls Type R-Value Area HTM Load 1 Frame-Exterior 11.0 2538.0 2.0 5127 Btuh Wall Total 2538.0 5127 Btuh Doors Type Area HTM Load 1 Wood-Exter 100.0 10.4 1044 Btuh 2 Wood-Exter 17.7 10.4 185 Btuh Door Total 117.7 1229 Btuh Ceilings Type/Color R-Value Area HTM Load 1 Under Attic/Light 30.0 1192.0 1.2 1383 Btuh Ceiling Total 1192.0 1383 Btuh Floors Type R-Value Size HTM Load 1 Slab-On-Grade Edge Insulation 0.0 141.0 ft(p) 0.0 0 Btuh 2 Raised Wood 11.0 1192.0 sqR 0.0 0 Btuh Floor Total 1333.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 23840 139.3 2912 Btuh Mechanical 150 3135 Btuh Infiltration Total 289 6047 Btuh Internal Occupants Btuh/occupant Appliance Load gain 6 X 300 + 1200 3000 Btuh EnergyGauge® FLRCPB v3.30 Manual J Summer Calculations Residential Load - Component Details (continued) Martin Project Title: Code Only 44 Dewees Avenue The Martin Residence Professional Version Atlantic Beach, FI Climate: North 6/13/2005 Subtotal 33264 Btuh Duct gain(using duct multiplier of 0.00) 0 Btuh Total sensible gain 33264 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 9641 Btuh Latent occupant gain(6 people @ 230 Btuh per person) 1380 Btuh Latent other gain 0 Btuh TOTAL GAIN 1 44286 Btuh Key: Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEF for default) (Irish-Interior shading device:none(N),Blinds/Dapedes(B)or Roller Shades(R)) (ExSh-Exterior shading device:none(N)or numerical value) (Omt-compass orientation) EnergyGaugeO FLRCPB v3.30 SUPPORT REPORT JOB DESCRIPTION: 43739 WIND CODE: ASCE 7-98 WIND MPH: 120 BLDG TYPE: PARTIALLY OPEN T-AUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX. -# UPLFT. -# Al 33 . 167 3 . 500 WALL 5 . 500 16 . 813 1393 -932 Al 33 . 167 3 . 500 WALL 27 . 375 16 . 813 1393 -932 ----------------------------------------------------------- ------ -------------- A2 33 , 167 3 . 500 WALL 5 . 500 16 . 813 1393 -932 A2 33 . 167 3 . 500 WALL 27 . 375 16 . 813 1393 -932 ----------------------------- -------------------------------------------------- A3 15 . 500 3 . 500 WALL 4 . 000 16 . 813 651 -474 A3 15 . 500 3 . 500 WALL 11 .208 16 . 813 651 -474 ----------------------------------------------------------------------- -------- A4 15 . 500 3 . 500 WALL 4 . 000 16 . 813 651 -474 A4 15 . 500 3 . 500 WALL 11 . 208 16 . 813 651 -474 ----------------------------------------------------------------------------- A5 12 . 000 3 . 500 WALL 2 . 000 16 . 813 504 -398 A5 12 . 000 3 . 500 WALL 9 . 708 16 . 813 504 -398 ------------------------------------------------------------------- -------- A6 12 . 000 3 . 500 WALL 2 . 000 16 . 813 504 -398 A6 12 . 000 3 . 500 WALL 9 . 708 16 . 813 504 -398 - -------------------------------------------------- --------------------- Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL 1499 Page I of i Document ID:1SL3235-ZI107133217 Truss Fabricator: Lumber Unlimited Job Identification: 43739-BEACHES BUILDING/DUVAL COUNTY -- DEWEES AVENUE (437391-BEACHES BUILDdNG/DUVAL COUNTY-D1 'Truss Count: 6 Model Code: Florida Building Code 2001 -.y Truss Criteria: ANSI/TPF-1995 •`-' , Engineering Software' Alpine Software,Version 7.11.0116.20. Structural Engineer of Record or See Below: ,.. Address: Minimum Design Loads: Roof - 42.0 PSF @ 1.25 Duration Floor N/A Wind - 120 MPH ASCE 7-98 -Partially Enclosed , - m� Notes: Seal D[Eerfii�/�7/296a:, �ht�� 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design JEngineer record, as defined in_ANSI/TPI 1-1995 Section 2.2 James F.Collins Jr. Florida License Number:52212 2. The. drawing date shown on this index sheet trust thatch the date shown 1950 Marley Drive on the individual truss componentdrawing. Haines city,FL 33844 3. The loads indicated on all referenced girder 'tria sus tir :consistent with the truss layout provided by Lumber Unlimited.for the above refere66Qfob dehtifification. Loads applied by non-truss elements and basic load parameters a re to be revfiewed aid aglroved by the EOR/building designer. I 4. As shown on attached drawings; the d^awfingler'.'i pnecedeti.byz HCUSR235 T>! " Details: 140GS-TCFILLER-BCFILLER GBLtE , 9 � i05351i QBD �D � 'S4�E918j.-A� {0y50rLk �9. E13/I14�� , c I ata /D 5 519217:"A5Q60 037/Q a I _ I: t i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 43739-BEACHES BUILDING/DUVAL COUNTY DEWEES AVENUE - Al ) Top chord 2x4 SP #2 120 mph wind, 19.21 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Webs 2x4 SP #3 :W2, W8 2x6 SP #2: :W4, W6 2x4 SP #2: The building designer is responsible for the design of the Gable end supports 8" max rake overhang. roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous Deflection meets L/240 live and L/180 total load. lateral restraint to the gable end. all connections to be designed by the building designer. See DRW HCUSR001 02086012 for gable details. + Member to be laterally braced for horizontal wind loads. Bracing system to be designed and furnished by others. LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 24" O.C, INCLUDING A LATERAL BRACE AT CHORD END. 4X6(R) III 3X4% 3X4= 4X6% 3 3 4X6= 4-5-10 + 5X7= + 16-9-12 3X4(Al) = + + 4X6% 4X6= + 3X10= + 3X4(Al) 3X10= 5-6-0 X10=5-6-0-- 1 Lw--5-6-0—� I, 16-7-0 16-7-0 _I 9-10-0 T 6-9-0 9-7-8 6-11-8 33-2-0 Over 2 Supports J R-1393 U=932 W=3.5" R=1393 U=932 W-3.5" Note: All Plates Are 1.5X4 Except As Shown. �.CO PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. FL/-/4/-/E/-/- Scale =.1875" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. TC LL 20.0 P S F R E F R235-- 51917 REFER TO' 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 ./1 /� D'ONOFRIO DR.. SUITE 200, MADISON. WI 53719) AND WTCA IW000 TRUSS CDON C I, OF AMERICA, 6300 ENTERPRISE LN V MADION. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED : ♦ TC DL 7.0 P S F DATE 03/04/05 TopHOftO SHALL , HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BO TCM CHORD SHALL HAVE A PROPERLY ATTACHED w CEILING. BC DL 5.0 PSF DRW HCUSR235 05063518 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' •�� ALPINE PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FUR ANY DEVIATION FROM IHIS DESIGN: ANY FAILURE TO BUILD THE �•• BC LL 10.0 P S F HC-ENG M S J/A P TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING&BRACING OF TRUSSES. O • OR14p'• _ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE •• ••_•• T 0 T.L D. 42.0 P S F S E 0 N 112908 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,HIS/K) ASTM A653 GRADE 40/60 (W, R/H,S) GAL V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE 1-0CATED ON THIS OE SIGN, POSITION PER DRAWINGS I60A-2. I OIYAL 71pine En ineered Products, nC. ANY INSPECTION OF PLAITS FOLLOWED BY 11) SHALL BE PER ANNE% A3 OF IPIT-2007 SEC.3. A SEAL ON1HI5DUR.FAC. 1.25 FR0M RCT I9 Maile Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT �' Df SIGH SI{OWN. THE SUITABILITY AMR USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE Haines City,FL 33844 B U I L D I N f.O E S 1 G N IR PER ANS 1/TPI I SEC. 2. Mar 07 '05 SPACING 24.0" JREF- 1SL3235_Z11 FL rtifi t of uth rira'n# 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 43739 BEACHES BUILDING/DUVAL COUNTY -- DEWEES AVENUE - A2 ) Top chord 2x4 SP #2 120 mph wind, 19.21 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Webs 2x4 SP #3 Filler 2x4 SP #3 See DWGS TCFILLER1103 and BCFILLER1103 for filler details. (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: (0.113"x2.5",min.)nails @ 6" OC. CHORD SPACING(IN OC) START(FT) FND(FT) TC 41 0.00 33.17 Laterally brace BC at 48" OC in lieu of rigid ceiling. Laterally brace BC 70 0.00 5.79 BC above filler at 48" OC. BC 48 5.79 9.65 BC 56 9.65 16.58 Deflection meets L/240 live and L/180 total load. BC 58 16.58 23.51 BC 48 23.51 27.38 BC 69 27.38 33.17 4X6(R) III 3X4% 3X4--- 5X6 X4-5X6(R) \\\ 3 r 3 5X6(R) 4-5I-10 3 5X6(R) 1N 3 I 5X6(R) 111 16-9-12 111 3X4(Al) = 5X10= 1.5X4111 5X7= 5X10= 3X4(Al) 1.5X4111 1.5X4111 �-5-6-0--� 1.5X4111 I - 5-6-0-� 9-10-0 13-6-0 9-10-0 5-9-8 7 16-7-0 16-7-0 10-9-8 10-9-8 ( 5 9 8 33-2-0 Over 2 Supports _1 R-1393 U=932 W=3.511 R=1393 U=932 W=3.511 SF GOL[�N PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7.1 FL 4 - E - Scale =.1875" Ft. *WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICAI ION, HANDLING, SHIPPING, INSTALLING AND BRACING. TC LL 20.0 P S F R E F R 2 3 5 5191 8 *REFER TO IF t-03 (BUILD T NG COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5a3 MAO0FR10 DR., SURE 200. MADISON. WI 53]197 PND NTCA (WOOD TRUSS COUNCIL D. AMERICA, 6300 ENTERPRISE LN. c TC DL 7.0 P S F DATE 0 3/0 4/0 5 DISON, WI 537 19) FOR SAFETY PRACTICES '11"H TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ]NO ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i A.• A BC DL 5.0 PSF DRW HCUSR235 05063519 **IMPORTANT** FURNISH A COPY DF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEFRE ALPINE PRODUCTS, [NC. SHALL NOT flE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TN % • •(,�/ B C L L 1 0.0 P S F H C-ENG DLJ/AP TRUSS IN CONFORMANCE KITH TPI: OR FABRICATING. HANpLING, SNIPP[N G. INSTALLING 8 BRACING OF TRUSSES. O�• DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE Oji► .• �•�` TOT.L D. 4 2.0 P S F S E O N 112900 CO NNECIO R PLATES ARE MAGE Of 20/16/l6GA (W.H/S/K) ASTM A653 GRAUE 40/60 (N. K/H.S) GALV. STEEL. APPLY ........... PLATES TO EACH FACE OF TRUSS AND, UNITS, OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160 A-1. A�O���r� (pine Engineered Products, ILC. ANY DRAWINGPINDICAILS PLATES ACCEPTANCEOOIDPROFESSIONAILENGINFERINGBE PER AN FRESPONSIBILITYIT 2 OOSOLE[' FOR THE TRUSSL T OilCOMPONENTu rV D U R.FAC. 1.25 FROM RCT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haines City,FL 33W BUILDING DESIGNER PER ANSI/TPI I SEC. 2. Mar 07 SPACING 24.0" JREF- 1SKZ235_Z05 FL Certificate of Authorization#567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 43739-BEACHES BUILDING/DUVAL COUNTY DEWEES AVENUE A3 ) Top chord 2x4 SP ##2 120 mph wind, 18.10 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP ##2 anywhere in roof, CAT II, EXP C. wind TC DL-4.0 psf, wind BC DL-3.0 psf. Webs 2x4 SP ##3 Gable end supports 8" max rake overhang. See DWG GBLLETIN1103 for more requirements. Purlins are shown to indicate required spacing only. Purlin size, grade, THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE orientation and placement shall comply with the Building Designer's ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND requirements. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE Deflection meets L/240 live and L/180 total load. DESIGNED BY THE BUILDING DESIGNER. See DRW HCUSR001 02086012 for gable details. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4X4= 3 — 3 + + U U + u +16 9-12 2X4(Al) = 2X4(Al) 4-0-0 � 1-4-0-0 —� I, 7-9-0 _I, 7-9-0 _1 15-6-0 Over 2 Supports R=651 U=474 W=3.5" R=651 U=474 W=3.5" Note: All Plates Are 1.5X4 Except As Shown. 11 C C° �� PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. F 20 FL/-/4/-/E/-/- Scale =.375" Ft. —WARNING"TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. P! O(3 �� T C L L 2 0.0 P S F R E F R 2 3 5 51919 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 1_ v D'ONOE RIO OR.. SUITE 200. MADISONEFTY P . WI 53719) AND NTCA (HOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, TOP CHORDW SHALL HAVE PROPERLY ATTACHEDS STRUCTURALP PANELLSTANDT HESE BOTTOMU C40 R ON S HALLLESS HA V E ATHERWIS PROP E RLYI ATTACH ED TC DL 7.0 P S F DATE 03/04/05 RIGID CEILING. i BC DL 5.0 P SF DRW HCUSR235 05063521 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � ��. �" (` PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE ��OP�• BC LL 10.0 P S F HC-ENG SL/AP ALPINE RUSS IN CONFORMANCE WITH 1P7: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF&PAJ AND TPI. ALPINE ""��• �` T O T L D 42.0 P S F S E O N 113137 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GALV. STEEL. APPIY ,0��� PI ATES 10 EACH FACE OF TRUSS ANO. UNLESS OTHERWISE LOC AT EO ON THIS DFI I SIGN, POSITION PER DRAWINGS IhOA-Z. 1pine Engineered Products, nc. DRAWINGANY PINDIECTIOLL . THIS ATOES FLAT ACCI TANCFOOFOPROFFSSIONAISHALL ENGINEERINGANNEX RESPONSIBILITY00SOLELY3FOR THE TRUSSACOMPONENT D U R.FAC. 1.25 FROM R C T I9SO Marley Drive DESIGN SHOWN. THE SUI FABIL ITY AND USE UE THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haines City,FL 33844 HUIIDING DESIGNER PER ANSI/TPI 1 SEC. 2. Mar 07 '05 SPACING 24.0" JREF- 1SL0235_Z03 F 'fi fAuthorization# 67 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 43739-BEACHES BUILDING/DUVAL COUNTY -- DEWEES AVENUE A4 ) Top chord 2x4 SP #2 120 mph wind, 18.10 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 psf. Webs 2x4 SP #3 Purlins are shown to indicate required spacing only. Purlin size, grade, IN LIEU Of STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: orientation and placement shall comply with the Building Designer's CHORD SPACING(IN OC) START(FT) END(FT) requirements. TC 96 0.00 15.50 BC 75 0.00 15.50 Deflection meets L/240 live and L/180 total load. 3X4= 04= 3X4--- 3 X4=3 — —� 3 +16-9-12 2X4(Al) = 3X8— 2X4(Al) 1.5X4111 1.5X4111 —4-0-0--. 1 4-0-0—� 7-9-0 ,L 7-9-0 J 15-6-0 Over 2 Supports R=651 U=474 W=3.5" R=651 U=474 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. FL/-/4/-/E/-/- Scale =.375 Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. ' • . ' T C L L 20.0 P S F R E F R 2 3 5 51920 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI0 DR., SUITE 200. MADISON. WI 537]9) AND MICA (WODD TRUSS COONCIL OF AMERICA, 6300 ENTERPRISE LN, SS TOPMADIC NO R ON'DW SHALL HAVE PROPERLY ATTACHED STRUCTURAL STRUCONE 0 TURALP PANELSI ANDNG BOT TOMHESEO CHORD SMALL HAVE AT PR OPERLYERWISE I ATTACHED : * T C D L 7.0 P S F DATE NDICATED 03/04/05 RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN GI NEFRC S A OF BC DL 5.0 PSF DRW HCUSR235 05063520 ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: A„V FAILURE TO BUILD TH 9••••• A •/.�� B C L L 1 0.0 P S F H C-ENG SL/AP TROSS IN CONFUR MANCE KITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF IRUSSE S. /•� • �`/ DC SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BV AF6PA) ANO TPI. AI.P[NE O� • L O CONNECTOR PLAIES ARE MADE OF 20/I8/16GA (N,H/S(K) ASTM A653 GRADE 40/60 (W. K/H.S) GALV. STEEL. APPLY • ••�• ••••�` TOT.L D. 42.0 P S F S E O N 113133 PLATFS TO EACH FACE OF TRUSS AND, UNLESS OTHFRWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. SlONA�Ed 71pine En ineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PCR ANNEX A3 OF IPII 2002 SEC.3. A SEAL ONTHISDUR.FAC. 1.2 5 FR0M RCT 1950 Marl Drive DRAWING INDICATES ACCf PTANCE OF PROFESSIONAL ENGINEERING RE SPOMSIBIL ITY SOLELY FON THE TRUSS COMPONENT DESIGN SHONN. THE 50IIABILITY AND USE OF IH I5 COMA ONE NT FOR ANY 8011 RING IS THE RESPONSIBILITY OF THE Haines City,FL 33844 BDILQENO DESIGNER PER ANSI/TPI I SES. 2. Mar 07 SPACING 24.0" JREF- 1SL0235_Z03 FL 'fic fAuthorization THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (43739-BEACHES BUILDING/DUVAL COUNTY - DEWEES AVENUE A5) Top chord 2x4 SP #2 120 mph wind, 17.89 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind Webs 2x4 SP #3 BC DL-3.0 psf. i Gable end supports 8" max rake overhang. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. Deflection meets L/240 live and L/180 total load. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE See DRW HCUSR001 02086012 for gable details. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 4X4= 3 r— 3 }16-9-12 2X4(A1) _ + + + + 2X4(Al) = T L<--2-0-0� L<--2-0-0-J I� 6-0-0 ,I, 6-0-0 _I 12-0-0 Over 2 Supports —I R=504 U-398 W=3.5" R=504 U=398 W=3.5N S •C0w, Note: All Plates Are 1.5X4 Except As Shown. � ...........• Ss � •. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.1 , fi FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE 1N FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. N 0 ZG T C L L 20.0 P S F R E F R 2 3 5 51921 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), POBL ISHED BY TPI (TRUSS PLATE INSTITUTE, 583 1_a HNWI S, D'ON01 RIO OR.. SO TIE 200. MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN /� MADISON MORD SHALLIHA" PROPERLY AFIR SAFETY RTA CHI S RR UOCRURALTO P PA NEL SI ANDNG TBO TTOMHESE O CHORDNS HALON HAVE AIISS TPROPERLYIAT TACHED ���www TC DL 7.0 P S F DATE 03/07/05 RIGID CEILING. : /� a�f �• @ BC DL 5.0 PSF DRW HCUSR235 05066103 **IMPORTANT** FURNISH A COPY OF TH15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRO S. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE FO BUILD IHE O� /O.\� �• B C L L 1 0.0 P S F H C-ENG M S J/A P TRUSS 1N CO Nf ORMA NCE WITH TPI; OR FABRICATING, HA NDI.ING. SNIPPING, INSTALL ING 8 BRACING OF TRUSSES. •�(. •� OESIGN CONFORMS WITH APPLICABLE PROV15IONS OF NDS (NATIONAL OE SIGN SPEC. BY AFBPA) AND TPI. ALPINE F •••�•••R CONN CIOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H.5) GALY. SIEEL. APPLY ,0�` �•��` T O T.LD. 42.0 P S F S E O N 113298 PLATES TO EAC 11 FACE OF TRU55 AHO, UNLESS OTHERWISE LOCATED ON THIS DESIGN, PO 5ITION PER DRAWINGS 76OA 1. A ` 71pine Engineered Products, nc. ANY INSPECTION OF PLATESFOLLOWED BY SHALLBE PER ANNEX A3 OF 1PI1-2002SE C.3. A SEAL ON THIS DUR.FAC. 1.25FR0M RCT 1950 Mule Drive DRAWING INDICATES ACCEPTANCE OF PR OFF 5510 N AL ENGINEERI N C.RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Marley DESIGN SHOWN. THE SUITABILITY AND USE OF )HIS COMPONENT FOR ANY BUILDING 1S THE RESPONSIBILITY OF THE Haines City,FL 33844 BUILDING DESIGNER PER ANSI/TPT I SEC. P. Mar 07 '05 SPACING 24.0 JREF- 1SL3235_Z11 FL .er ifi e f Authorization 2 56 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (43739-BEACHES BUILDING/DUVAL COUNTY -- DEWEES AVENUE - A6) Top chord 2x4 SP #2 120 mph wind, 17.89 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind Webs 2x4 SP #3 BC DL=3.0 psf. Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements. Deflection meets L/240 live and L/180 total load. 4X4= 3 —, 3 16-9-12 2X4(Al) = 1.5X4 III 2X4(A1) L<-2-0-0� L<-2-0-0---3-J 6-0-0 +E 6-0-0 6-0-0 ,I, 6-0-0 ,I 12-0-0 Over 2 Supports R=504 U=398 W=3.5" R=504 U=398 W=3.5" IC N PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. 2 qr�' FL 4 E Scale =.375 Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. • n65 2 • T C L L 20.0 P S F R E F R235-- 51922 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (IRUSS PLATE INSTITUTE. 5B3 1_ D'O NOFRIO DR.. SUTIE 200. MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WE 53719) FOR SAFETY PRACTICCS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L 70 P S F DATE 0 3/07/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S F BC DL 5.0 PSF DRW HCUSR235 05066104 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO 111E INSTALLATION CONTRACTOR. ALPINE ENGINEER[ ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD ILL 90 1 BC LL 10.0 P S F H C-E NG M S J/A P TRUSS [N CONFORMANCE WITH TPI: UR FABRIC ATiNG. HANDLING, SHIPPING, 1NSTAtL 1NG&IT OF TRUSSES. •'•�O R• `� DESIGN CONFORMS WIiH APPLICABLE PROVISIONS OF NDS INAT[ONAL DESIGN SPEC. flY AF6PA) AND TPI. AL IN ... TOT.L D 42.0 P S F S EON 113293 CONNECTOR PLATES ARE MADE Of 20/TB/16GA IW.H/S/K) ASTM A653 GRADE 90/60 (W. K/H.5) GALV. STEEL. APPLY ..�� _N` PLATES TO EACH FACE OI TRUSS AND, UNIFSS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. NAIL E\_ 71pine En ineered Products, ne. ANY INSPE[TIQN of PLATES FOLLOWFD BY (;) SNALL BE PER ANNEX A3 DF TPIT-2002SFC.3. ASEAL ON I ,S „ DUR.FAC. 1.25FROM RCT I9SO Marl Dlloe DRAHING IND[CAI FS ACCP T ANCE OF PROFESSIONAL FNGI NEER ING RCSPONS Ifl II TTY SOLELY FOR THF TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 IMF RESPONSIBILITY Of THE F,� Haines City,FL 33844 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. Mar 07 'D5 L ifi erAuthorization as67 SPACING 24.0” JREF- 1SL3235_Z11 TOP CHORD FILLER DETAIL + 2X4 CONTINLJOtJS LATERAL BRACING AT 24" OC MAXIMUM F _ SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE StTPPLJED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. 12 PIGGYBACK PLATE ... 2X4 SO. PINE #'j 3 OR SPF #1/#2 VERTICAL WEBS SPACED 48" OC MAXIMUM. OR 3X6 TRULOX 8/129 MAXIMUM PITCH, 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ 6-0-0 C C, TYP. 6'0" MAXIMI.IM HEIGHT. C, + f W2X4 OR 3X6 TRULOX, 12 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THISt DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT \C SHOWN, __4 11 GAUGE (0-120 )XI�375" NAILS REQI TIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. F TOP CHORD FILLER DETAIL EXTENDED TOP CHORD FILLER DETAIL (4) ++ j I I f t PIGGYBACK PLATE OR 3X6 TRULOX 4) ++ It ... (3-6-0 Typ. Ty P. 2 12 + t �C -J to ----------L THIS DRAWING REPLACES DRAWING 884,080 7 . ... MIS-E- REQU PE EITRUME CARE IN FABRTCA73NF, HANDUNC, -,HIPPING, INStALLING AND TC LI, MAX 30 PSF REF TC-FILLER -OMPOLIENT R TO Sr 1-913 �Fl JILF)ING H SAVETti ]Nf ORMATIDW, PUBLISHED By TFI TTpul e WTCA ,WOOD CwNCO I LATE IN tIUT[ 'N3 I"TEIRIC'ILP' T�'W: cl)OMANSON, W! '371?l AND C DL MAX 15 PSF DATE F - 5i221 • OF CA, e3T6 ElI7FRPRM_ LN, EIADMN, V3 537 FOP, SA ET� PIACTICEC MDR TO PEFFORMING 12 1 11/26/03 'HF'E F I I I ON'S lJNLE,S_61HEPWl'-�E CHMCATFP_ TOP CHOPU SHALL HAVE PPOFEFLY ATTACHED VV 'jN RIGID CEIL I NG S Ll PAL PANU-11 ANTI, TR LTIJ BOTTOM CHORD SHALL HAVE A PPOPEP �ITACHO`J) C DL MAX 10 PSF DRWG TCFILLER1103 pFTANT FUR!T_SH COPY OF Tlll_-, DESMN IE INSTALLATION CDWRACIER ALPINE EWINEEPE , "-,DE'J }t4( . HAIL NW FHP BE P­P0N-CYCF iADC,/I-TION FP,DM TWS DESIGN; ANLL VAILLIPE TD C LL 0 PSF -ENG SJP,I/KAR ALPINE J�E i jil-1,T4 mu-s'IN fMFDRLIANCE WITH TPJ, W, PAERJCATINH HANILLING, SH PING,,114S14LLPIG & s 5P,4CjNlj NF TP,!­ES ADESMN _0'IEF r 0 T I I �iITH ArPLVABLE OF NATIDNAL DE-Arl, OT, LD, MAX 55 PSF PY AF&FAl AND IPE LP[NE �CINN FI,ANES ARF MADE OF A,;'J 1, L_ �Fj �4,H FACE Of' TpL��� AND, LIN AT EB N-� (ALV. STEEL 9MFPLY PL�Tf,' LE-S 0THEPvl-,E L n E: ON 7 1� DF 164,FmIT16P�PEP Lp4w[pq­ IESA-Z NaY lN,-,FEHTlUN DI ELATE, F, p SHALL PRODUCTS,IN BE P� AJIPE, 'Q OF TPT� A ,.FAL ON IHl' INDICATE-, A��CFPIA111� 9F E FnIf IONAt Vll�,INC F'l ', PE Y'F N,IrILM FDF TiTE 'F'13_'�� CDWDt�fIlT HE'3&J YHOL04 THE DUR, FAC, 1.15 OR 1.33 110 USE OF THI FOR AN Pljl�Pi H. �- �HF Fr-,ILEI F� (IF THE 9111L�INII, I 111-C C SPACING 24,0" Nl%i i HOTTOM CMDF FtLLER DETARL * OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT EACH FACE OF THE TRUSS. SEE DWG 16OTL FOR NAILING AND SHOWN. TRULOX PLATE REQUIREMENTS. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD MAXIMUM REACTION MINIMUM ** REQUIREDNAILS PER FACE WITH TRULOXPLATES OR WEDGE SPECIES DOWNWARD UPLIFT BEARING AREA 1.00 D.O.L. 1.15 D,O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR—LARCH _3281# 1656 1.5" X 3.5 12 11 10 9 8 HEM—FIR 2126# 1095# 1.5" X 3.5 9 8 7 _ 7 _ 6 SPRUCE—PINE—FIR 2231#___ 1192 1.5 X 3.5 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 179t#___ 1.5" X 3.5 12 11 10 9 8 SOUTHERN PINE 2966 1492 , 1.5" X 3.5 10 9 8 8 7 j SOUTHERN PINE NONDENSE 2520# 1343# L 1.5" X 3.5 9 8 7 7 6 i s ,= 9.5 MAX , � + 3X8 TRULOX� ** 18" MAX '� **) i�`PC3X12 TRULOX WEDGE ** * 0**��—(2) 8D NAILS CUT TO FIT -2X4 VE ® GE AWING REPLACES DRAWINGS A115 A115CCR & 884,132 WARM TRUSSES PEQUI RE EXTREME CARE IN FAEP.ICATING, HANDLING. SHIFTING, INSTALLING AND TC LL PSF REF BC FILLER BRAC]NG. REFER TO SCSI 1-D3 (BUILDING CUMPUNENT SAFETY INFORMATION', PUBLISHED BY TPI (TP.US, P1o.Q�5Z21 2 ll 17 PLATE INSTITUTE, 5e3 D'ONOFPIO DR., SUITE 200, MADISON. WI. '33719) AND WTCA CWOOD TRUSS COUNCIL f VvJ OF AMERICA, 63" ENTEPPRI3F LN, MADISON, WI 53719) FUR SAFEry PRACTICES PRIOR TD PERFORMING ; y TC DL ---- PSF DATE 11/26/03 THESE FUNCTIONS. UNLESS OTHERWISE INDICATE➢, TOP CHORD SHALL HAVE PROPERLY ATTACHED 7r STRUCTHRAL PANELS AND EOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED PlUID CEILING. BC DL 10.0 PSF DRWG BCFILLER1103 "IMPOPTANT.;« FURNISH CUF'Y OF THTS DESIGN TO IN'TALLATION CONTRACTOR, ALPINE ENGINEERED S ALPINE IL MAINCE PRODUCTS ]LIC SHALL NUT PE RE PON7IBLE FOR AN, DEVIATION FROM THIS LE MN ANY FAILURE TO AHANDLING, BC LL -. PSF -ENG DLJ/KAlI BUILD THE TPJ.� IN CONFOPMAtIf A WITH TPI; OR FADPIr MING, HA NDLING, SHIPPING, INSTALLING 2 BRAC''-NG OF TRUSSES DEIGN CONFOFM, WITH APPI ICAELE FRO'.:[ IUM:. EF ND NATIONAL DESIGN -FEC, BY AF?.FA AND TPI. ALPINE CONNECTOR PLATES APE MAIIF OF ? IE 16FA WWII /K) ASTM A653 GRADE n��. . IO�I. LD. -- PSIS 40 A0 (WI/H,- GALV TFFL. APPLY PLATE-, TO EACH FACE OF 1FII AND UIILESS OTHEPWTSE IEIATFD {� , ON THIS DESIGN, PUSITIUN FCP ➢PA INGS 1 0A-Z. AN, IN�PECT77f1 NF PLAT n'LOWED BT (I) SHALL - - ALPINEENGINEEREDPRODUCTS,INC. BE FEe ANNEX A3 NF TFI 1 2002 SEC. 3. A -EA NN THI_ DPA,IUG INDICATE ACCEPTANCE OF DIJH. FAC. I.BlI.I5�I.25�I.�3 POMPANO BEACH,FLORIDA PROTC IONAL ENGINEE FINE PE`PONF.IBD_IT' `OL_EL1 FOP THE TPIL' COMFUNENT DESIGN SHOWU. THE SUITABILITY AND USE OF THI-. COMPONENT Foe ANY BUILDING, 1S THE PESPONSIBILITY OF THE BUILDING SPACING 4.0" DESIGNEE. PEP ANS1,TFI I CPC, = 2 2X6 'T" GABT E D E TAA ___ REINFORCING L GABLE VERTICAL PLACE S[7ESMEMHER 2X4 "T" VERTICAL LENGTH PLATE IF PLATES REINFORCING EIN1'ORCING ABOUT �) FOR LET-IN VERTICAL'S BETWEEN CHORDS _SIZE_ OVERLAP' MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS_THAN 11' 6" _ GREATER THAN 11' 6"__ 2.5X_4 _ 2 5X8 REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, --- SPLICE, WEB AND HEEL PLATES. \ \ \ ♦ IF GABLE VERTICAL PLATES O OVERLAP, USE A TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, jSINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE / VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GAAPPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR BLE CAL + 2X4 2X8 SBCCI WIND LOAD. LENGTH \TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE \ WIND SPEED 'T' REINF. SBCCI ASCE AND MRH MBR. SIZE \ 110 MPH 2x4_ 1_o % 10 % �+ _15 FT 2x6 40 % 50 % ---- �, 110 MPH 2x4 10 % 10 9b 30 FT 2x6 _ 50 % 50 % I - \ 100 MPH 2x4 10 % 10 % ..-. --__._-- -. _ _ __-__—_- 15 FT 2x6 30 % 50 % 100 MPH 2x4 10 %_ _ 10 % 30 FT 2x6 40 % 40 % 90 MPH 2x4 20 % 10 -{- �"� PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2x6 20 % 40 RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 % 10 % --- - HAND DRIVEN NAILS: 30 FT _ 2x6 30 % 50 % 4 TOENAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 8O MPH 2.4 10 % 20 % AND BOTTOM CHORD. 15 FT 2x6 101% 30 % ..T.. GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 % _ 10 % REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % MEMBER 70 MPH 2x4 0 %_ 20 % THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. 15 FT 2x6 0 % 20 % ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 % 20 % GABLE. TOENAILS 30 FT 2x6 10 % 30 % TRUSS" SPACED AT A11015EN1103, A10015EN1103, A09015EN1103, A08015F.N1103, A07015EN1103 ---- — --- 4' O C. At1030EN1103, A10030EN1103, A09030EN1103, A08030EN1103, A07030EN1103 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015EC1103, A12015EC1103, A11015EC1103, A10015EC1103, A08515EC1103 MEAN ROOF HEIGHT = 30 FT A13030EC1103. A12030EC1103, A11030EC1103, A10030EC1103, A08530EC1103 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS - "T" REINFORCING MEMBER SIZE = 2X4 S11015EN1103, S10015EN1103, S09015EN1103, S08015EN1103, S07015EN1103 "T" BRACE INCREASE (FROM ABOVE) - 10% - 1.10 S11030EN1103, S10030EN1103, S09O30EN1tO3, S08030EN1103, S07030EN1103 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOENAILS _ SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE �, �('� VERTICAL LENGTH. V �.= F�� LACES DRAWINGS GAB98117 876,719 & HC26294035 B*WARN NGS TRUSSES REau1PE C rRFME CARE IN FASRlcartN . HANDUN SHIPPING, INSTALLING AND �_Z. L �'� REF LET—IN VERT BRACING. REFER T❑ DO SI 1-03 'BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI rTRUSS PLATE INSTITUTE, 523 D'ON❑FRI❑ DP. QUITE 207, MADISON, WI. 5371PJ AND WTCA (WOOD TRUSS C❑UNC IL Plv.^� �^�� OF AMERICA, 5300 EIJIERPRISE LN. MADISON, WE 53719) FOR SAFETY PRACTICES PRIOR TO PERFOP.MING 0 L DATE 01/16/04 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOT' CHORD SHALL HAVE PROPERLY ATTACHED TPurruPAL PaNEL- AN Barr❑M CHORD SHALL HAVE A PRaPEBLr ATTACHED RtrtD EEILwr, * * DI2WG G B LLE'I'IN 1 1 0 3 •*IMF'ORTANT - FURNISH COPY OF THIS DEIGN TO INSTALLATION CONTRACTOR. ALPINE ENCINEEF.ED ALPINE I 1)I A1C PODUCTS tNC HALL NOT RE PE POMSIBLE FOP ANY DEVIATION FROM THIS DESIGN; ANY FA1LIiRE T❑ Q�;• S ENG DLJ/KAR Lf lV C BUIL Ti THE TPI S IN CONF❑RMAN F WITH TFL ❑R FAPRI AII1G, HANLLINC, SHIPPING, INSTALLING & 1 ._ PPA ING OF TPU .ES DESIGN IONFOPM'. ',✓TTH AFPLIF.APLE IBOVIS ON ❑F NE (NATIONAL DE ION SPEC. P', AFeFA AU IT TF. AiPLNF FnuNLrTIIR FLAII AFE MADE OF P11/113,111,A (\ H 1.) AITM AF,OI HFADE QA. OT. LD. 60 PSF 40'6-J .W"Y H CAL' IEEL A PIl FLATE TIT EACH FACE [IF IDLES AND. INLE `T OIHEFWISF LILATED . 014THIS iE TU1 T POSITION PEP DPAWINIFA -. All, N PF`TfUI OF FLATE F❑LIOWED B .L -HALL ALPINE ENGINEERED PRODUCTS,INC. ' •' — BE FEBArR E A, !IF TIT 1 -L]L EE 3. A SEAL ON THI DFAWIN INDICATE A.CEFTANCF 'IF ��� D ,AC. ANY POMPANO BEACH,FLORIDA F ❑FE,_10AT EI.GTNEEP[ G FE" ❑ .FNaeIt IT, ❑LFT.Y FOP THE TFIS INHINU11IF FIE-,I(-,NrLIIN THE t.1TAPILI , AI,D JSE OF THI: CUMPOHerII FOP ANY BI Al TEND IS !HF. pE SFONS IBILIT Y ❑F IHE PUILDiNe IDE-IGNER, PCF ANLVTFt 1 -EC MAX PACING 24.0', (ASCE 7-98 GABLE END DETAILS ,140 MPH,EXP C, PART. ENC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (**) 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, 140 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-98, PART. ENCLOSED BLDG, AND BOTTOM CHORD WITH W2X4 ALPINE PLATES. ALL (**) GABLE STUDS CAT II, EXP. C. REQUIRE REINFORCING MEMBERS. REINFORCING MEMBERS MUST BE TOENAILED TO GABLE STUD WITH 0.131"X3" GUN NAILS AT 4" O.C. PLUS A CLUSTER OF SEE APPROPRIATE ALPINE DRAWING FOR LUMBER,PLATES AND 0.131"X3" TOENAILS AT THE TOP AND BOTTOM CHORD.SEE DETAIL FOR NAILING. OTHER DATA NOT SHOWN HERE. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. ** STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL NOTE:TRUSS ERECTOR IS RESPONSIBLE FOR PERMANENT WEB BRACING. WHEN "T"BRACE REQUIRED SPACING MAX.LENGTH BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. 2X4 SO. PINE #3 24"O.C. 2'- 1" 2X4 SO. PINE #3 16"O.C. 2-10" +PLATE AS REQUIRED ON APPROPRIATE DRAWING. 2X4 SO. PINE #3 12"O.C. 3'- 5- 2X6 SO. PINE #2 N 24"O.C. 5— 0" NOTE:GIRDER HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD IN TO 2X6 SO. PINE #2 N 16"O.C. 6'- 2" THE FLOOR & ROOF SHEATHING DIAPHRAGMS. CONNECTIONS & DESIGN OF 2X6 SO. PINE #2 N 12"O.C. 7'- 1" THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 2X8 SO. PINE #2 N 24"O.C. 7'- 6" 2X8 SO. PINE #2 N 16"O.C. 91- 1" NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES WITH 2-16D 2X8 SO. PINE #2 N 12"O.C. 10'- 4" NAILS AT EACH END. NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS WITH TWO ROWS OF 160 NAILS @ 8" O.C. STAGGERED 4" +++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. i ++ (4) -0.131"X3.0" TOENAILS TO TOP AND BOTTOM CHORDS. PLYWOOD SHEATHING ) LADDER W/ ( SIDE + STEPS @ 24" O.C. VIEW TRUSSES @ 24" O.C. ** W2X4 ALPINE �1 1'0" MAX OH PLATE INCLUDES FACIA I 12 * SPECIAL VARIES GABLE 2X4 ** END TRUSS REINFORCING 2X6 OR 2X8 MEMBERR(lTT(1M REINFORCING VIEW MEMBER I ** ** + **n n ** CEILING ++ ++ ++ GABLE STUD SPACING. ;;• 4 G 24" O.0 MAX. SEE ABOVE TOP OR BOTTOM CHORD OF GABLE TRUSS. SPAN RE �, O.H. DETAIL: Note: All Plates Are 2X4 Except As Shown. 140GS Rl: REVISED "REINFORCING MEMBER" PLT TYP. Wave TPI-95 DLA 07/o6/zooa Design Criteria: TPI 5a •'•� HI 1 Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING A RACING. �� " /� � T C L L 30.0 P S F R E F 8 0 0 1 0 REFER TO BCSI 1-03 (BUII.OING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE I 'TO" 58 1. D'ON Of R10 DR., SUfIE 200. MADISON, Wi 53]19) ANDINIOR TO WTCA (WOOD TRUSS COUNCIL OF AMERICA. 670 NTERPRISE LN, TOPMADICHOROW SHALL I"AVER OR ATTACHED S STRUCTURALP PANELSI AND BOTTOM11 UCHORDN SHALLN HAVE AT PR ERLYIII I ATICAIED TACHED •• • TC DL 15.0 P S F DATE 10/23/01 RIGID CEILING. • OF r Q BC DL 10.0 PSF DRW HCUSROOI 02086012 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO TIIF INSTALLATION CONTRACTOR, ALPINE INEFR TO j /` PRFOUC IS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAI'CN FROM THIS DESIGN: ANY FAILURE TO B THE ••••• • �� B C L L 0 0 P S F HC-ENG /t]W C ALPINE ROSS IN CONFORMANCE WI 1H TPI; OR FABRICATING. HANOLING. SHIPPING, INSTALLING R BRACING OF TRU ��- `� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N AI IORAI. DESIGN SPEC, BY AE RPA) ANp TPI. AL PILAF O�•�•• (` CONNECTOR PLATES ARE MADE OF 20/18/16GA IW,H/S/K) AS1M A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY •/0��� � T O T L D. 55.0 P S F S E f1 N 24104 PLATES TO EACH FACE OF TRUSS AND, UNI ESS OI HF RW IS LQCATEO ON THIS DESIGN, POSITION PER DRAWINGS 160AI. V ,a .a ANY INSPECTION OF PLATES FOLLOWED 6Y (i) SHALL BE PER ANNEX A3 OF TVI1-2002 SEC.3. A SEAL ON THIS /` F,� L� Alpine Engineered Products,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TILE TRUSS COMPONENT D O R,FAC. 1.33 F ROM TIC Haines City,EL 33844 DESIGN SHOWN. THE SUIIAB ILIIY AND LLSE OF THIS COMPONENT FOR ANY BUILDING IS 1HE RESPONSIBILITY BE THE - Y BUILDING DESIGNER PER ANSI/TPI 1 Srl. 2. J REF- 1 S E 2 0 0 1 R 0 6 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 1 .r ATLANTIC BEACH,FLORIDA 32233 � INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029786 Date 2/28/05 Property Address . . . . . . 44 #U DEWEES AVE Tenant nbr, name . . . . . . FOUNDATION ONLY Application description . . . FOUNDATION ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------ ------ ------- --------- -------- MARTIN, CHRISTOPHER BEACHES BUILDING LLC 44 DEWEES AVENUE #U 1430 FOREST MARSH DRIVE ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 626-5556 -------- --------------------------------------------------------- ----------- Permit FOUNDATION ONLY Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. to BUILMG OPFICIAL { CITY OF ATLANTIC BEACH FEB n 4 2WO BUILDING PERMIT APPLICATION t BY- AcU 1) Date:_ -241o, Job Address: 44 ,UC w u;:- a Amqu-E7 Owner's Name: I lsA ftpA tA mI tj Address: 4no r= , 5 1( CS Phone: E4 • ,C•�G i(� Legal Description: Block Number:�_Lot Number: O Zoning Disttri�ct:&C,4 4 Aac Contractor: ��u,ES BW W��; r..� \, State License Number: _ C,cc LGOG9_454 Address: ?M ReAM i• M,&MM I �1 3h, 377 t, Phone: CJ ,Q, -&Z6 wQ' City: IIyPtlT. C�Gfr4 State: r(._ Zip: Fax: (�•Z4 •�p�?� Describe proposed use and work to be done: New electrical or increase in service? r s Add plumbing fixtures? , Add fireplace? Add heating/air conditioning? rresent use or Lana or ouuamgks): 9E,'5k�eNeAF_ _ Valuation of proposed construction: zoo Is approval of Homeowner's.Association or other private entity,required?,tJ D .If yes,,.piease submit with this application. Will this project invblve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original imperious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area 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 aaurooriate. 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. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 8/04 FORM 60OA-2001 -� FLORIDA ENERGY EFFICIENCY_ QD - :- FOR BUILDING CONSTRUCTIOT;� .. ,E�� Florida Department of Community Affairs Residential Whole Building Performance Method *EE 0 4 2005 Project Name: The Martin Residence Builder: Beaches Building Address: 44 Dewees Avenue Permitting Office: Duval City, State: Atlantic Beach, FI Permit Numb6T: BY: --- u� Owner: Martin Jurisdiction Nu[nber.- 261-1'00 Climate Zone: North 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap:24.0 kBtu/hr _ 5. Is this a worst case? No _ l EER: 10.00 _ 6. Conditioned floor area ft2 2384 ft' c. N/A �O 7. Glass area&type Single Pane Double Pane a. Clear glass,default U-factor 0.0 ft2 395.0 ft2 _ 13. Heating systems b.Default tint 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:7.25 _ 8. Floor types _ b.Electric Heat Pump Cap:24.0 kBtu/hr _ a. Slab-On-Grade Edge Insulation R=0.0, 141.0(p)ft _ HSPF:7.25 _ b.Raised Wood,Adjacent ft2 _ c. N/A _ c. N/A _ 9. Wall types _ 14. Hot water systems a. Frame,Wood,Exterior R=11.0,2538.0 ft2 _ a. Electric Resistance Cap:50.0 gallons _ b.N/A _ EF:0.86 _ 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=30.0,1192.0 ft2 _ DHP-Dedicated heat pump) b.N/A _ 15. HVAC credits MZ-C,CF,MZ-H _ c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Con. Ret:Con. AH(Sealed):Interior Sup.R=6.0,100.0 ft _ PT-Programmable Thermostat, b. Sup:Con. Ret:Con. AH(Sealed):Interior Sup.R--6.0,100.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as-built points: 32489 PASS Tota port.ints: 33448 I hereby certify that the plans nd pe ' tions covere l ev w of a plans and SrUE by this calculation are in c pl' i the Florida specifications covered by this o4 9TFo Energy Code. calculation indicates compliance ��~,�''� _ ,,. with the Florida Energy Code. ENO PREPARED BY: B on Smith DATE: Before construction is completed - Z"7-S c� a this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 f1, yS compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: - DATE: DATE: EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 44 Dewees Avenue,Atlantic Beach, FI, PERMIT#: FBASE � AS-BUILT GLASSESditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 2384.0 20.04 8599.6 Double,Clear W 1.5 5.5 40.0 38.52 0.90 1382.1 Double,Clear S 1.5 4.5 32.0 35.87 0.78 890.7 Double,Clear S 1.5 4.5 12.0 35.87 0.78 334.0 Double,Clear S 1.5 4.5 24.0 35.87 0.78 668.0 Double,Clear E 1.5 5.5 30.0 42.06 0.90 1131.0 Double,Clear E 6.5 5.5 15.0 42.06 0.47 298.1 Double,Clear S 1.5 5.5 15.0 35.87 0.83 447.7 Double,Clear N 1.5 5.5 30.0 19.20 0.93 534.7 Double,Clear E 1.5 5.5 60.0 42.06 0.90 2261.9 Double,Clear N 1.5 5.5 30.0 19.20 0.93 534.7 Double,Clear N 1.5 5.5 15.0 19.20 0.93 267.3 Double,Clear N 1.5 5.5 20.0 19.20 0.93 356.4 Double,Clear N 1.5 3.5 12.0 19.20 0.86 197.9 Double,Clear W 1.5 5.5 45.0 38.52 0.90 1554.9 Double,Clear W 1.5 5.5 15.0 38.52 0.90 518.3 As-Built Total: 395.0 11377.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 11.0 2538.0 1.70 4314.6 Exterior 2538.0 1.70 4314.6 Bass Total: 2538.0 4314.6 As-Built Total: 2538.0 4314.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 100.0 6.10 610.0 Exterior 117.7 6.10 718.0 Exterior Wood 17.7 6.10 108.0 Bass Total: 117.7 718.0 As-Built Total: 117.7 718.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1192.0 1.73 2062.2 Under Attic 30.0 1192.0 1.73 X 1.00 2062.2 Base Total: 1192.0 2062.2 As-Built Total: 1192.0 2062.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 141.0(p) -37.0 -5217.0 Slab-On-Grade Edge Insulation 0.0 141.0(p -41.20 -5809.2 Raised 1192.0 -3.99 -4756.1 Raised Wood,Adjacent 11.0 1192.0 0.70 834.4 Base Total: -9973.1 As-Built Total: 1333.0 .4974.8 EnergyGauge®DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: "Dewees Avenue,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2384.0 10.21 24340.6 2384.0 10.21 24340.6 Summer Base Points: 30061.9 Summer As-Built Points: 37838.2 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) 37838.2 0.500 (1.000 x 1.147 x 0.86) 0.341 0.902 5778.5 37838.2 0.500 (1.000 x 1.147 x 0.86) 0.341 0.902 5778.5 30061.9 0.4266 12824.4 37838.2 1.00 0.992 0.341 0.902 11556.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/F1aRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 44 Dewees Avenue,Atlantic Beach, FI, 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 2384.0 12.74 5467.0 Double,Clear W 1.5 5.5 40.0 20.73 1.03 852.4 Double,Clear S 1.5 4.5 32.0 13.30 1.26 535.5 Double,Clear S 1.5 4.5 12.0 13.30 1.26 200.8 Double,Clear S 1.5 4.5 24.0 13.30 1.26 401.6 Double,Clear E 1.5 5.5 30.0 18.79 1.04 587.1 Double,Clear E 6.5 5.5 15.0 18.79 1.34 376.4 Double,Clear S 1.5 5.5 15.0 13.30 1.15 228.8 Double,Clear N 1.5 5.5 30.0 24.58 1.00 739.5 Double,Clear E 1.5 5.5 60.0 18.79 1.04 1174.2 Double,Clear N 1.5 5.5 30.0 24.58 1.00 739.5 Double,Clear N 1.5 5.5 15.0 24.58 1.00 369.8 Double,Clear N 1.5 5.5 20.0 24.58 1.00 493.0 Double,Clear N 1.5 3.5 12.0 24.56 1.01 297.1 Double,Clear W 1.5 5.5 45.0 20.73 1.03 959.0 Double,Clear W 1.5 5.5 15.0 20.73 1.03 319.7 As-Built Total: 395.0 8274.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 11.0 2538.0 3.70 9390.6 Exterior 2538.0 3.70 9390.6 Base Total: 2538.0 9390.6 As-Built Total: 2538.0 9390.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 100.0 12.30 1230.0 Exterior 117.7 12.30 1447.7 Exterior Wood 17.7 12.30 217.7 Base Total: 117.7 1447.7 As-Built Total: 117.7 1447.7 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1192.0 2.05 2443.6 Under Attic 30.0 1192.0 2.05 X 1.00 2443.6 Base Total: 1192.0 2443.6 As-Built Total: 1192.0 2443.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 141.0(p) 8.9 1254.9 Slab-On-Grade Edge Insulation 0.0 141.0(p 18.80 2650.8 Raised 1192.0 0.96 1144.3 Raised Wood,Adjacent 11.0 1192.0 3.60 4291.2 Base Total: 2399.2 As-Built Total: 1333.0 6942.0 EnergyGauge®DCA Form 60OA-2001 EnergyGaugWFIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 44 Dewees Avenue,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2384.0 -0.59 -1406.6 2384.0 -0.59 -1406.6 Winter Base Points: 19741.6 Winter As-Built Points: 27091.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 27091.8 0.500 (1.000 x 1.169 x 0.88) 0.470 0.950 6251.3 27091.8 0.500 (1.000 x 1.169 x 0.88) 0.470 0.950 6251.3 19741.6 0.6274 12385.9 27091.8 1.00 1.033 0.470 0.950 12502.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES12001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 44 Dewees Avenue,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12824 12386 8238 33448 11557 12503 8430 32489 PASS �yo4zxRE STA4 tr EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge8/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 44 Dewees Avenue,Atlantic Beach, Fl, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area;.5 cfiti/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to,the foundation to the top 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; °r attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABCA.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. ]Additional Infiltration reqts 606.1.ABC.1.3 Exhaust 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 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficienc of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. j Common ceiling&floors R-11. EnergyGauge"' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.4 The higher the score,the more efficient the home. Martin,44 Dewees Avenue, Atlantic Beach, FI, 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 10.00 - 4. Number of Bedrooms 3 - b. Central Unit Cap:24.0 kBtu/hr - 5. Is this a worst case? No _ SEER: 10.00 - 6. Conditioned floor area(ft') 2384 ft2 c. N/A - 7. Glass area&type Single Pane Double Pane _ - a. Clear-single pane 0.0 ft' 395.0 ft' _ 13. Heating systems b. Clear-double pane 0.0 ft' 0.0 ft' _ a. Electric Heat Pump Cap:24.0 kBtu/hr - c. Tint/other S14GC-single pane 0.0 ft' 0.0 ft' - HSPF:7.25 _ d.Tint/other SHGC-double pane b.Electric Heat Pump Cap:24.0 kBtu/hr - 8. Floor types - HSPF:7.25 _ a. Slab-On-Grade Edge Insulation R=0.0,141.0(p)ft _ c. N/A - b.Raised Wood,Adjacent R=11.0,1192.0ft2 - - c.N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,2538.0 ft2 _ EF:0.86 - b.N/A - b.N/A - c. N/A - - d.N/A - c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,1192.0 ft2 - 15. HVAC credits MZ-C,CF,MZ-H - b.N/A - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Interior Sup.R=6.0,100.0 ft - MZ-C-Multizone cooling, b.Sup:Con. Ret:Con. AH(Sealed):Interior Sup.R=6.0,100.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 04-TUE sr4iZ in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: y tr Address of New Home: City/FL Zip: f�c0D we *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStardesignation), your home may qualify for energy efficiency mortgage(EES incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCPB v3.30) Residential System Sizing Calculation Summary Martin Project Title: Code Only 44 Dewees Avenue The Martin Residence Professional Version Atlantic Beach, FI Climate: North Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 41957 Btuh Total cooling load calculation 44285 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity %of talc Btuh Total (Electric Heat Pump) 114.4 48000 Sensible(SHR=0.7) 101.0 33600 Heat Pump+Auxiliary(8.OkW) 179.5 75304 Latent 130.7 14400 Total Electric Heat Pum 108.4 48000 WINTER CALCULATIONS Winter Heating Load for 2384 sqft) Load compogent Load 0.(21C%) Window total 395 sqft 10902 BtuhWall total 2538 sqft 8629 Btuh Door total 118 sqft 2057 Btuh Ceiling total 1192 sqft 1550 Btuh Floor total See detail report 5892 Btuh oWngs(4%) Infiltration 309 cfm 12927 Btuh Doors(5%) Subtotal 41957 Btuh Duct loss 0 Btuh Floors(14%) TOTAL HEAT LOSS 41957 Btuh SUMMER CALCULATIONS Summer Cooling Load for 2384 sqft) Load component Load Window total 395 sqft 16479 Btuh L*t«x mtermW3%) Wall total 2538 sqft 5127 Btuh Door total 118 sqft 1229 Btuh Letfft infw(22%) YYlndows(37%) Ceiling total 1192 sqft 1383 Btuh Floor total 0 Btuh Infiltration 289 cfm 6047 Btuh Internal gain 3000 Btuh Subtotal(sensible) 33264 Btuh Duct gain 0 Btuh 1n1a.(14%) Cslr,9s(3%) Total sensible gain 33264 Btuh Doors(3%) Wslla(l Latent gain(infiltration) 9641 Btuh Latent gain(internal) 1380 Btuh EnergyGauge® s s on ACOA Manual J. Total latent gain 11021 Btuh PREPARED BY: 7 DATE: ` r TOTAL HEAT GAIN 44285 Btuh EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Winter Residential Load - Component Details Martin Project Title: Code Only 44 Dewees Avenue The Martin Residence Professional Version Atlantic Beach, FI Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 1/27/2005 Window Panes/SHGC/Frame/U Orientation Area X HTM= Load 1 2, Clear, Metal, DEF W 40.0 27.6 1104 Btuh 2 2, Clear, Metal, DEF S 32.0 27.6 883 Btuh 3 2, Clear, Metal, DEF S 12.0 27.6 331 Btuh 4 2, Clear, Metal, DEF S 24.0 27.6 662 Btuh 5 2, Clear, Metal, DEF E 30.0 27.6 828 Btuh 6 2, Clear, Metal, DEF E 15.0 27.6 414 Btuh 7 2, Clear, Metal, DEF S 15.0 27.6 414 Btuh 8 2, Clear, Metal, DEF N 30.0 27.6 828 Btuh 9 2, Clear, Metal, DEF E 60.0 27.6 1656 Btuh 10 2, Clear, Metal, DEF N 30.0 27.6 828 Btuh 11 2, Clear, Metal, DEF N 15.0 27.6 414 Btuh 12 2, Clear, Metal, DEF N 20.0 27.6 552 Btuh 13 2, Clear, Metal, DEF N 12.0 27.6 331 Btuh 14 2, Clear, Metal, DEF W 45.0 27.6 1242 Btuh 15 2, Clear, Metal, DEF W 15.0 27.6 414 Btuh Window Total 395 10902 Btuh Walls Type R-Value Area X HTM= Load 1 Frame- Exterior 11.0 2538 3.4 8629 Btuh Wall Total 2538 8629 Btuh Doors Type Area X HTM= Load 1 Wood -Exter 100 17.5 1748 Btuh 2 Wood- Exter 18 17.5 309 Btuh Door Total 118 205713tuh Ceilings Type R-Value Area X HTM= Load 1 Under Attic 30.0 1192 1.3 1550 Btuh Ceilina Total 1192 155013tuh Floors Type R-Value Size X HTM= Load 1 Slab-On-Grade Edge Insul 0 141.0 ft(p) 30.8 4343 Btuh 2 Raised Wood/Enclosed 11 1192.0 sqft 1.3 1550 Btuh Floor Total 1333 5892 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 23840(sgft) 159 6657 Btuh Mechanical 150 6270 Btuh Infiltration Total 309 12927 Btuh Subtotal 41957 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.00) 0 Btuh Total Btuh Loss 41957 Btuh EnergyGauge® FLRCPB v3.30 Manual J Winter Calculations Residential Load - Component Details (continued) Martin Project Title: Code Only 44 Dewees Avenue The Martin Residence Professional Version Atlantic Beach, FI Climate: North 1/27/2005 Key: Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types-metal, wood or insulated metal) (U -Window U-Factor or'DEF' for default) (HTM-ManualJ Heat Transfer Multiplier) Key: Floor size(perimeter(p)for slab-on-grade or area for all other floor types ) EnergyGauge® FLRCPB 0.30 System Sizing Calculations - Summer Residential Load - Component Details Martin Project Title: Code Only 44 Dewees Avenue The Martin Residence Professional Version Atlantic Beach, FI Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 1/27/2005 Type Overhang Window Area(sqft) HTM Load Window Panes/SHGC/U/InSh/ExSh Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2,Clear,DEF,N,N W 1.5 5.5 40.0 9.1 30.9 23 72 2436 Btuh 2 2,Clear,DEF,N,N S 1.5 4.5 32.0 32.0 0.0 23 37 736 Btuh 3 2,Clear,DEF,N,N S 1.5 4.5 12.0 12.0 0.0 23 37 276 Btuh 4 2,Clear,DEF,N,N S 1.5 4.5 24.0 24.0 0.0 23 37 552 Btuh 5 2,Clear,DEF,N, N E 1.5 5.5 30.0 6.7 23.3 23 72 1832 Btuh 6 2,Clear,DEF,N,N E 6.5 5.5 15.0 14.6 0.4 23 72 365 Btuh 7 2,Clear,DEF,N,N S 1.5 5.5 15.0 15.0 0.0 23 37 345 Btuh 8 2,Clear,DEF,N,N N 1.5 5.5 30.0 0.0 30.0 23 23 690 Btuh 9 2,Clear,DEF,N,N E 1.5 5.5 60.0 13.6 46.4 23 72 3654 Btuh 10 2,Clear,DEF,N,N N 1.5 5.5 30.0 0.0 30.0 23 23 690 Btuh 11 2,Clear,DEF,N,N N 1.5 5.5 15.0 0.0 15.0 23 23 345 Btuh 12 2,Clear,DEF,N,N N 1.5 5.5 20.0 0.0 20.0 23 23 460 Btuh 13 2,Clear,DEF,N,N N 1.5 3.5 12.0 0.0 12.0 23 23 276 Btuh 14 2,Clear,DEF,N,N W 1.5 5.5 45.0 10.2 34.8 23 72 2741 Btuh 15 2,Clear,DEF,N,N W 1.5 5.5 15.0 0.0 15.0 23 72 1080 Btuh Window Total 1 395 1 16479 Btuh Walls Type R-Value Area HTM Load 1 Frame-Exterior 11.0 2538.0 2.0 5127 Btuh Wall Total 2538.0 5127 Btuh Doors Type Area HTM Load 1 Wood-Exter 100.0 10.4 1044 Btuh 2 Wood-Exter 17.7 10.4 185 Btuh Door Total 117.7 1229 Btuh Ceilings Type/Color R-Value Area HTM Load 1 Under Attic/Light 30.0 1192.0 1.2 1383 Btuh Ceilinq Total 1192.0 1383 Btuh Floors Type R-Value Size HTM Load 1 Slab-On-Grade Edge Insulation 0.0 141.0 ft(p) 0.0 0 Btuh 2 Raised Wood 11.0 1192.0 sgft 0.0 0 Btuh Floor Total 1333.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 23840 139.3 2912 Btuh Mechanical 150 3135 Btuh Infiltration Total 289 6047 Btuh Internal Occupants Btuh/occupant Appliance Load gain 6 X 300 + 1200 3000 Btuh EnergyGauge® FLRCPB v3.30 Manual J Summer Calculations Residential Load - Component Details (continued) Martin Project Title: Code Only 44 Dewees Avenue The Martin Residence Professional Version Atlantic Beach, FI Climate: North 1/27/2005 Subtotal 33264 Btuh Duct gain(using duct multiplier of 0.00) 0 Btuh Total sensible gain 33264 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 9641 Btuh Latent occupant gain (6 people @ 230 Btuh per person) 1380 Btuh Latent other gain 0 Btuh TOTAL GAIN 44285 Btuh Key: Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as Gear or tint) (U-Window U-Factor or'DEF for default) (InSh-Interior shading device: none(N),Blinds/Daperies(B)or Roller Shades(R)) (ExSh-Exterior shading device:none(N)or numerical value) (Omt-compass orientation) EnergyGauge® FLRCPB v3.30 MAP SHOWING SURVEY OF: ---- LOT 10, BLOCK 1, OCEAN GROVE, UNIT NO. 1, AS RECORDED IN PLAT BOOK 15, PAGE 82 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA DEWEES AVENUE 60' RIGHT—OF—WAY o CENTERoRNE N (74.67' ARC — FIELD 231 .00' RADIUS 75.00' ARC a NCRETE �i.`' S o CEN�RUNE �J Q �p P��oP FOUN V P . IRpN Q� Q PIPE (DNO CAPRON SET 1�2 10 362 ) PIPE, To �tiss°' 0 CONCRETE cr N WOOD DECK O = _ CONCRETE G 16.1 `30.1' ads 6. TWO STORY �� 0.2 v,-I � CONCRETEco _ N BLOCK °° N 3 0.8' " Q Cn z A/C PAD RESIDENCE (n N 4i Co NUMBER 44-10 o 0„ $.9' 30.1' 1 �p ECOND 9.6' STORY OVERHANG �Y owONCRETE LOT 9, BLOCK 1 LOT 11, BLOCK 1 0'2 38< r J 41. 9 Z N FOUND 3/4" IRON -nmt O E�c,�l�1 k PIPE (NO CAP) FOUND 3/4" IRON PIPE (NO CAP) ���' ��Gr �c� FEB � c �l NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. ANGLES ARE AS PER FIELD SURVEY. 3. THE NORTH ARROW WAS PROTRACTED FROM THE PLAT. 4. THERE ARE NO BUILDING RESTRICTION LINES AS PER PLAT, NOTICE OF COMMENCEMENT State of FL OP-1 tA- Tax Folio No. County of "Zjt.,,-,/Ac- 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: X07 )D r $-DCJt 1 , QCEAN 610gaye r UNIT- Address NITAddress of property being improved: 44 LEWD s AVEntur - A71A.-trtc- AeAza RoAj hA General description of improvements: Owner: Ggzl-s c pµrrR S*xjagA. In/9 77A/ Address: 40 S a,Dgd s Ave- C%ggmg Cyy -Spa L) 'S GL ':?2" 4 Owner's interest in site of the improvement: _ Fee Simple Titleholder(if other than owner): Name: Address: ontractor: u S Address: l G Phone No: Fax No: Surety(if any): Address: Amount of Bond$ 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 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 from the date of recog-ing unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OW ER Signed: At Date: �- -D Before me this day of ��! - 3 goc5 in the County Number Pages:1 Doc#2005041819,OR BK 12278 Page 969, of Duval, State of Florid has personally appeared Winer ra. �n �+, Filed&Recorded 02/08/2005 at 02:19 PM, �l r t's+�he r 14 r r JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Notary Public at Large, State of Florida,County of Duval. RECORDING$10.00 My commission expires: Personally Known: or Produced Identification: SUSAN RUBIN M (4 tr r MY COMMISSION fl Da t)?8790 •., i�a� EXPIRES;lMargt 2,2005 $( �:•'• Bonded Thru Notary Public Unuerwnters City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-544 Phone: (904)247-5800 FAX (904)247-5805 • http://www/cLatiantic-beach.fl.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT. Sandra L. Martin 405 St. Johns Avenue Green Cove Springs, Florida 32043 FILE NUMBER: ZVAR-2004-06 DATE OF HEARING: April 20, 2004 ORDER APPROVING VARIANCE The above referenced Applicant requested a Variance from Section 24-107 (e) (1)to reduce the front yard setback from 20-feet to 10-feet to allow for an enclosed stairwell and entryway to extend into the required front yard in conjunction with remodeling and an addition to an existing structure within the RG-2 Zoning District, located at 4?Dewees Avenue, described as Lot 10, Block 1, Ocean Grove subdivision, Unit 1. j4q On April 20, 2004, said request was considered at public hearing by the Community Development Board for the City of Atlantic Beach. Having considered the application and supporting documents, and amendments offered by the Applicant, the Community Development Board found that the request complies with Section 24-49 and Section 24-64 the City of Atlantic Beach Zoning and Subdivision Regulations, finding as follows: • The lot is of irregular shape, warranting special consideration. NOW THEREFORE, based on the said finding, the Community Development Board hereby APPROVES this amended request for a Variance from Section 24-107 (e) (1) to reduce the front yard setback from 20-feet to 14-feet to allow for an enclosed stairwell and entryway to extend into the required front yard in conjunction with remodeling and an addition to an a' Page two Order ZVAR-2004-06 April 21,2004 existing structure within the RG-2 Zoning District, located at 49 Dewees Avenue, described as Lot 10,Block 1, Ocean Grove subdivision,Unit 1, subject to the following conditions: • Development within the Required Front Yard of this Lot shall not exceed the terms of this Variance and shall be as proposed on the Site Plan as submitted with this application for a Variance. DATED THIS DAY OF ?i'Z./ L , 2004. Robert Frohwein, Chairman Community Development Board The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes. Community velopment Director May 10, 1993 Mr. Merle E. Donthnier Field Representative Department of Resource Management .St . Johns River Water Management District 7775 Baymeadows Way, Suite 102 Jacksonville, FL 32256 Dear Mr. Donthnier: re : Use of 6" diameter cased artesian well located on a 10 ft. sq . easement in the southwestern corner of Lot 1, Blk 6, Ocean Grove Unit 1, section 9, Tnship 2 south, Range 29 East, Atlantic Beach, Duval County, FL. I am the owner of property located at 44 Dewees Avenue, Atlantic Beach, Florida, and user of the above—mentioned well for all water uses in this house. At present the house is rented and the lessee is apprised of the situation and does not drink the water. This letter is to notify you that I intend to connect to the water lines of the City of Atlantic Beach as soon as they become available, at which time I will have no need for water from this well . Thank you for meeting with us on May 6 to get the ball rolling on this project. Any further correspondence should be addressed to me as indicated below. Sincerely, Sandra L. Martin (formerly Sheppard) 405 St . Johns Avenue Green Cove Springs, FL 32043 CC : Thomas R. Hamilton, P.E. , HRS peim Jarboe, City of Atlantic Beach Ann Murphy s CITY OF ATLANTIC BEACH ss� 800 SENII HOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025708 Date 3/18/03 Property Address . . . . . . 44 #U DEWEES AVE Tenant nbr, name . . . . . . REPLACE SEWER LINE Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- MARTIN, SANDY DAVID GRAY PLUMBING INC. 44 DEWEES AVENUE #U 8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 744-7255 ----------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . - Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 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. u BUILDING OFFICIAL 'u' ri 1-1r�l1J J r CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Job Address: Owner of Property: [r) Telephone: C24P7— YfgD Plumbing Contractor: Contractor's Address: x l/ d,.� U#)r Telephone: /Zl/ '7 / Fax: 2zz State License Number: e-ox-1— How many of the following fixtures (re-piped or new): S inks Showers Water Lavatory Water Heaters / Hose Bib Bathtubs Dishwashers �` ' Sewer -f fliE1AtCi7 � Urinals Disposals Other Closets Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures: x $7.00 + $35.00 = (Minimum Permit Fee: $35.00) Signature of Contractor: Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/14/03 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT Clf=OIN F` t „ CTtt�I1IF0 Permit Number: 19076 Address: 44 DEWEES AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section:0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: :ttEl ! 1 }R)IIfA C)I _3. Date Issued: 11/03/1999 j Name: SANDRA MARTIN Total Fees: 33.00 Address: 405 ST. JOHNS AVENUE Amount Paid: 33.00 GREEN COVE SPRINGS, FL 32043 Date Paid: 11/03/1999 Phone: (904)284-4490 Work Desc: REPLACE HEAT PUMP AND AIR HANDLER y P ,l AIR ENGINEERS INC. i PERMIT 33.00 i j i NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 11/83/99 81 Receipt: 0008527 ITN ATLA C B AC BUILD DEPT. CHECKS 29801 00100003221000 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC DRACH, FLORIDA $sass APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV, LOCATION st►yet Addreu: DF lateraetial And I Jt WILDING Sr►di.isieM II, IDENTIFICATION -- To be completed by all applicants. 14 caoiidt►etiart o1 permit given for doing the wort as described in the above statement we hereby agree to plrfo►m said work in accordance With the 6146cfod plan$ and specifications which are a part hereof end in accordance with the City of Jacltonvift ordinances and standards of 4004 pratfita filled therein. 46" of 14t6eferl --�—.^ con", :e�tr♦<Fot (hiaF) (� 1� f$ _L.I ►�' Mester Zt Ovrf��i (� C i to :pltrN it O+at► Signature d r ArN.r464 ApAi Aroh{fed e► Engineer t somAL *oo"Tm ` Type of MaNM W. e• Is OTHER CONSTRUCTION BEING DONE ON F1ae+►it THIS DUILDINO ON SITE Ain (O Sf O Lp O NeN►el O Ces>IrelOfft 1►rE>ir alvE NUMDER of CONSTRUCTION O PERMIT O oflw� — ��► t, W1110"II:A1 rp OOff TO N 04TALL1>O NATURE OF WORK (fhwido bsnplaN fief ad einsrwnb as Md e/Mie tanssl Residential or ❑ commercial Hrtl (3 40" E Raeewl )1(C0010101 O Roes ❑ New Building A+r C�Mddieein4s`'' b 111"a )14'/Ce" Existing Building (y bre yet.est I,i�IwlrL Thkl� Ripleoement o14xisting i0ism ❑ New Mdallatlon tNo$retain previously inela111dI. s r 1�11►.lnaen►apedlh c.l.:e. , ,. ; ,Ia` O Extension or add-on to existingiystorn El Ret►iOewlt++ ❑ Other.—Speclty... (� iNr yts>rinllaret Ns:n�ei � Maa1a, C3 t7 M"ft O be.t.f«.._....�........Ineal.r) nas V#4111 holt oR1CIE t1fE ONLY Q Gtr — f,esstie,l Idl Q Turu...�....r.. ..f fsflsRlefl Reswsl#a O Us most•f>rf✓.. �Iwtr�ert i O us"pf"We v"W O Sea" rem*'Mrwfe1 &V O oAv- SPK* trnnll i_.r:.----- UNT ALL ZQUIP149NT Aa coMtoe M AND REFR ceRAnoN rqulnla m !healer Visits Desessotlea >ttedlel Nwaess � ('!w)- A�� . O 1 n L MATV40 . FURNACES. $01LEM FIREIPLACES cis X1111 Mr tWA besestlFtba >I O"IlttRaber� >1faMtlretliwtr tirs'rn DEPARTMENT OF BUI1L©INA CITY OF ATLANTIC BEAC, LOCATION INFORMATION I �. . . PERMIT INFORMATION A dress . 44 'DEWEES "AVENUE' rm t 'umlar: t� A ' ANTC LEGR :PDORDA '32211 P rrni Type:PLUMBING -_�.-_ LEt��ll» DESCRIPT- 1 N of Wo�'k•A�,TERATION` 1Blgek Late T+�r�p" � Cohstr. .T pe:WOOD FRAME Se.�t��r�: 0 S, �d:0� R��' °0 P t�Pr ed U p: 5ubdivi$i t'! Dw llxn s : 1 Est Va ue 0 .00 - IrrtPxav. cost: 0.I0 Tota X5.04 Amount., P si � �.' ` 25 .40 � ' . TO SEWER Ea �� APPL'I AT Ott PEES, .. ...�.. 25 ON x 'fin �� ENUEtas3, Q �a RL 20 4 E i Y qw -;Awl '01 Ai d : �PaO.;a,] 03 r ��` � 1 i NOTES: i d 1 NOTICE r INSPECTIONS MUST BE REQUESTED At LEASt 24 HOURS PRIOR TO INVECTtON BU1 r. MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT.BE PLACED IN PUBLIC SPACE,AND MUST BE CLE E 0P AND HAULED AWAY BY EITHER.,CONTRACTOR OR OWNER '�iFAMURE TO COMPLY WITH THE MECHANICS' LIEN LAVA; CAN RESULT IN THE PRt�PER"TY OWNER PAYING TWICE FO'R 13UILDIl4G IMPROVEMENTS. 41 IgSUEi#ACCORDING TO APPROVED PLANS WHICH ARE PART`OF THIS PERMIT AND SUBJECT TO.In t FOR A. � ?F,ARPLICABLE PROVISIONS O>w LAW. d 3 Ulag I MR -ATLA?f --EACH BUIID[NG D PARTMENT sit S' �a CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 7) j Lu•e_ S kap OWNER OF PROPERTY: PLUMBING CONTRACTOR: ((�� t CONTRACTOR'S ADDRESS: Pe STATE LICENSE NUMBER: 04zO S TELEPHONE: �qq HOW MATY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER dwoq ref - c4 TOTAL FIXTURES: X 3.50 + $15.00 11 MINIMUM PERMITFEE _ $25.00 SIGNATURE OF OWNETU t SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. 16463 DEPARTMENT Of BUILDING CITY OF ATLANTIC BEACH r FEAT INFORMATION 'µ - LOCATION,D FORMATION j �rti t ^ lur : 1'646? Address : 4 I7WL FiENUE I�� mt Titla�.U'TILiTIES ATLANTIC SEAC'I FLORIDA 32233 cad Wc�rk.NEW --- L) AL DESCRIPTION -T--- --- 81cask> Lot: TWrp onstr. T' , e WOOD FRASect.O ; 0 Subd;O Rng: Q z pa ed c . Subdi.viSion 9 . Dwellings : 3 I*st Valu: t� . 11 Imrv. Cost: ? .dC 2 Total 1. F �O-i()o Amount Parid 1 2 50 t? Date Pa , a 998 ork Desi APPLICA.TTO FEES 0.0 d � � VENC E ATER IMPACT FSE .B iiR 5 1Is, . '2 4 « EWER, 1,H s I 4 S P W ON: .I ,AT I OIi I NG b AVI rO1 A " T INC pp a ... /� �+'l p�.�y +� s�iv.","sP'f.%`� d` Lj, ��n,,tih ft uM ; NOTES: 4 NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HQURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLAI✓fcD IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAYBY EITHER.CONTRACTOR OR OWNER r "FAILURE T® COMPLY WITH THE MECH�AN.ICS' LIEN LAW.CION;RE UL.T '�N THE PROPERTY 011VNR PAYING TWICEdR BLlIL.C1ING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUB:JECT_TQ R� f' � FOA kflG)I.ATIOM OF APPLICABLE PROVISIONS OF LAW. ti I ,",�57, %1LAI�tT BEACH BUILDING D PA ENT . .t , p " _ - ` 7354 DEPARTMENT OF BUI<LDINIG CITY OF ATLANTIC BEACH PERMIT I NF`ORMAT I ON - - LOCATION 'I NF'ORMAT ION J +rrn N�t tber 7354, Address_ 44 `DEWEES AVENUE s Pe t Type UTILITIES ATLANTIC BEACHt FLORIDA 32235 1 As--o o 'Work: NEW �° LE4AL DESCRIPTION - Type. WOOD FRAME Lot ! Block: Section: Frc Sed Use: SINI LI FA IT Township: RNG: n el ;IAgs i 1 code, Subdivision*. 99 E t ' d Value: $0 .00 I I pr va Cost $0 .00 " tal, Fs? . $1305 .00 /93 WATER. SERVICE TION . ... APPLICATION FEES _.. .. EVA PEI MI ' $0 .00 ,+ d WS AVENUE : WATER IMPACT FEE �11,420 .00 i " flb `� RIZOS FF` s EE 0, .CD }3 � � V a11, Ax s �4' f RADON GAS-H.R.S. S0 �0 R ORMATI - RADON GAS $0.00 I!NEt e: L OR DEF'P T` T CAPITAL IMPROVE, $325 .00,11, 3 a 00 HYDRAUL C BLARE $0 �00 Type: 0 CROSS CONNECTION SEC d H IMPACT FEE $0 ,00, 10 to 16< C+IOTI=S' f w i NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPIECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE j MGMATERIAL,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 OWNf R {`FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR WILDING IN PAOVEMENTS." iSS 0 ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND 4UBJf TO REV VIOLA, ION .OFAPPLICABLE PROVISIONS OF LAW. s WMIPT NM Re 1QtM y ATLANTIC,BEACH BUILDING D PARTMENT CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) Ll VALVE OPERATED (8) D BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) (� SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) —j—LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) _J_DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) _J_KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, TAL, WASHOUT (4) l TOTAL FIXTURE UNITS @ $20.00 EACH $ 11•0 0 JOrB INFORMATION S�7 ,� �,V �� � CAO 3 USE THIS FORM FOR ESTIMATES ONLY WATER TAP 3/4" meter SANDRA SHEPHERD LA9 S,3(Z 44 DEWEES AVENUE DESCRIPTION OTY. MATERIALS1 LABOR TOTAL 6" X 111 TAPPING SADDLE 1 $13.25 70' 1" PVC PIPE .67ft. 46.90 1" CORP STOP 1 22.36 _ 1" CURB STOP 1 22'. 36 5/8" x .-3/411 ME'T'ER 1 85. CONCRETE METER BOX W/L D 1 12. DO 1" 90 L PVC 1• ' 1. 20 1" MALE ADAPTED PVC 1 1" X 3/4" REDUCER PVC 1 7 SUB TOTAL $204.64 _ 10% O.H. $20.46 TOTAL $225.10 A!EN HAND DIG($27.45/ ) FOR E HRS. $164 70 30% O.H. $49 41 'TOTAL $214 .11 YATERI ktS IABOR TOTAL TOTAL $221.101 $214 11 $439, 211 MISC. JOB EXPENSES AMOUNT OTHER JOB EXPENSES $120, 00 2 TRUCKS ($10.00/HR) FOR 6 HIS. TOTAL COST $556. 21 $120.0( TOTAL SELLING PRICE T) LESS i01A1 COST GROSS PROFIT LESS OvLLCOST •. OF SELLING PRICE VC r TOTAL NET PROFIT �,--r