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1975 Brista De Mar COPYRIGHT CUSTOM PLANS BY MEHM Th"a drawl" un nat to be rcyroducxf or c4tod In any form er m•nrw whaboww w0hout the wrdlion peffrAn an of Nskm Plans by Mshm IS '-ett r�.¢t.$It �' O • U M o L0 cc» rJ A pE F7 0 js o �r !• E c n U a v w �. n rg a n I I 2 a __.. ._ J L I B" CONC OLIO. 10CIAW. WALL I I ON 2h" X I CX I GONG IsTG. W/ C 15] *115; ROnS I Q ( I Conry. C TYP-5 I I � I *1' NOTI<. PR"?1 M MXTRA 5' %MM L:AY1 R Or 6X6 I ! (� 1(D/ 10 W.W.M. AT ALL MXT1✓RNAL- WA A. 15 ANV 1"M04AL MAKING 1'OO•t"WG5. I Ld I MONAM ONL LAYVR C)r 6" 10/ 10 W.W.M. Its USING riemRMt'.5H _ I I WaNGI P 5 M II& 'T 5 SMAN 9 I"'S 2 I I SIGN ANP LAYOUT I I CC%1 I b* NOTG GOOTI INMXNAL MAMNFOOTINGS TO I-IAVV A M I _ _ T>'-IICKBN t7 5t-AP AT LL �1"A 12" THICK I I � � a ► I I 4 GWONCM1V SLA® - M AW 16" W M AT T?-V POMOM WITH LI -eR 9 © 6X6 1 / 10 W.W.M. OR t 2] *+5 ROO-5 OR *IN ROt)5 CONTINUOUS QElf` I PItRM�SH ON 6 MIL. Q I I ► VI50tZNC O\MP,C3-VAN. T I WVLL COMPACIMP, I TMM" '11MAM2 FILL. I Lj Lj A/Cl-- PAta CL t / I w Q ,5�'_att ,t,. 2tI �t_21, 12...,,q.tt �'-•lo" „'-a" „'_�" I � � I �1. I N o _ i ( tGTG, W1 C t5] *t-g Dons CONT. C T > I I i . M w I I I I la I I I I � � � - � _ _ I J Ln w OFF\C LL- p� 0 0 I I � - m :D Q ,,�o�,� ,. o Q I I I P R��`, F,�� C-4 �t z tion` DRAWN BY R.C.R. -- 2t RErrivED DATE �^ 81_211 121x451, 1-211 Atrptt -71—,ptt ,pt-4611 ,,t�/¢tt APRIL 9O FEB 2 1 1997 29'-0" 11'-211 10'_2" 21'-IC)" 1/4" - 1 '-0" City of Atlantic Beach Building ilmd 20r1in8 JOB NO 72 -21 3171 -94 F,OUNPA-110N PLAN 1285 SHEET No .._... ..— ' �•� 1 OF 8 i COPYRIGHT CUSTOM PLANS By MEHM . Tho" drovirW on not b be reprpdLPW or oop6d in ary fam M hw"w mhabuewr wmlor7�r vO 1 1 Cuwkwn,f rola o tvy �pwrrderien of lye,'�11 6 1 X811 �r•-�11 18 ..2r r '"'101 11 rJ. 11 1' 51r r1 • s � $ l a I I •- } 2 I I 2 I C7 8 I I 2 9 5 B -t wc � � � � g _ • rj P, a a w I I I 12' X1211 0121CK + COI-WN I Z N I Com'] n :2 2 � CLo ga c O p r ro E 2 ft 0 C C V f1 A ❑vL. 2" X 12" F•IVAMR, I U v ?' i CQ a I v 7Ar-v Tio 121, WRQ LM I GOy�t2�t� pA-�1 O I C la'-1" M.r, HT.> I Q I i Q a 1.41-111 -7 WI Alect-e❑ TR�A�N5.�0M / W I I I C�L�VATION.) I N 07•i1NtV 11 I I C 2> 3C75O 5H W/ I I C�> !co5o5H W/ I 6 S.G.P. W/ 60145 60145 'TRANS _�71/!'_Ie 9©18 TIZANS ovr-R ITROW5. av lw f" v"rwN. -+" veTwl N +3p o51-� r C 2J �QrI2. In N - - P AAKIIAs- - H AI -t I 6WCD r a�"HTRANS., I c Io'•-111 celL,� ki CIO,-I" C 1 I.� 0 I SCSI �OC.�1"A�� 'T"AL�ULA"T'101`l 0 TRAN I �e i -all fr251" L OOH i 980 e1811 'J -•45 a'_�,1 '41—(DOI � I ^T � 5�CC7Nt� �L0012 781 GI A-r ROOM -IOT"AL LIVING X761 I MA511r-,12 5U1TF,- CIU'-I" W cIL.� �O'f"AL NGL OSt� 62 l I I rrAl� �` h ap t�0�2C1-1 5 :�5 7CD VWCK I I _► -slta ❑ rf r� 0 -rO-rAI...- COVE M PN CA _ I _ 72" LONG P�C:H I I 04 15LA01V 110 RANOE I T >M NCI"M ALL CCAJgTER T0P5 a WALL C,Avs. W/ 1 O O avrr�r�vvi�'No en M a z O,O 13 •� - I I pl L -_-_ REPF2!~5�NT5 4i ,_ 11 I ICI I N ( 11 WALL 4511 WALL 1CA,f'S. solalant�rzoING �/ 0 _ ___ - -- 2e xE��OI'NG. o _T7Fr, Al xPAP i g wN� aI° `` 1. cO�.rs� 4 Q Ce1L —1 I . 1_ '-I" WALL CA05yrcmAc� - COIL. H" 'V�ALL 2a _ 2(D w CZ HI 10 6" C5 wWALL I ��� 26 2'F I OrC (� 0 I C>~IL. 2g w I I NIo-eo o - � 15i'-•B" ' 41. .41 1 .41- 1 _4 r � 3'-S2" _ 14 � _ 11 L L is 611 I✓'LUMO - 11IL-fro _ NG� OY�I 99Y.7¢O.H. POOR I WALL C IC7 I C��,� CTWO 5TCWrK/ 5_ _" N B" WALL I d I ) o I COUt❑�tT I2 C TYt~'> O ,4 W R L_ } _....._..-_. -I----1-------gip ----- �- W/ 5MLr - - ---- --- -- - GLS. # 5r1'AGK � C v ooh r I I ate_ 2� 6 IFLUMP W� ,1 2 1�H WALL / /I rOL❑ ❑cANN AfuCHOP (� (. IPOAIW W1 -F" TV trN ❑[tel . 5❑M1155.W _ 107 -C7 `r N t 10'-I" GAIL .a IO" WA-i- I 1LL �-rte A r.r, C M sr LINT~ Or __ __ ._.... �..... _J I - -co HT.] ' I pO12GF'I 2-t"w x 3o"F I ;� �� U w rLOole V. 5 vW NIO r I C Two SrarxYl -110P 4w 6'-O" A.P.F':. _ U I I SILL Io 10" AP � � IC7 lopoN. ❑ooh; 2> TI WNS. TWIGAL> 4 '0 AT'nC, �5 0VVR N N ov�Ie -F" I�rvvn,. I �© Q 1 r I�IgC" c6LUUJMN V) ma o-_ ry- "OI2AC~� l Ld 2a 12 � .. Z�12 0 V) Lo mTL I J I � I I 1• oIT�wH er I,^711 I'-•711 I _ R.C.R. i) r� 5 OATS �1_a11 812,1 41 L Noay1.�11 'J11-6" ,41_1311 5'-IC]„ '1_711 y1 _,�11 APRIL 96 i. _ SCAU 45'-7'' 12'_811 �,_�11 121-,,�11 7'-011 121-611 111_,1}11 f 1/4" = V—O„ Ll C! Baa No 3171 --94 i L � - PLAN NO it . � r_�° :.,v�' ��-,..�_•; #1285 r� w ► SHEET NO 2 OF' 8 i COPYRIGHT CUSTOM PLANS BY MEHAI 1 1_411 dg'X511 141 r fl, Than drawir4 p are 1W1 10 be ropmdlmd M obpW In dny term or monrwr whatmom r w"tw 4f ww wrlt4n pwmbotan of 1^r1�'�11 271-I OI l Cutlam PW w by Mehm �1�yJ111 el _dl1 ,,,,411 .�r71�11 e « g W r C a I e c d « pE Z • n a m El -a" w u Pa I zA a • p �► — S ° � C 3 gA � a 4 0 • v 'v v � Ir, E I U L CL CL I Q 0 sH N Q0 � Tup . Lo - nir_ Now Row Qo� Q n :20 E�!IJZ# 611 PI-WA( - wALL 0 IL - - I LJ Src�leAc� � 0 N h /H - ¢ HVAC1 a d 1,..611 ry 2, 11 rtll 1�I/111 �I/wryll I(i�' T M_" 2B" t�VP PLANT L.evc a OPt�N TCS 7'6" A,P'.P'. Ul'�K� [ LOw�1_B„ a1 Q,1 I•�1_�11 � f'-- 'T I v� ��., � a 06A 'F/ 122 r. CL - IC/5 PWCH N I L1 11 I ���� a CC L. I 4/ Ih1211*1T. 0 y I ( 6b-'F 'Wyy�X,�6�6"�H 1�1 . AWJC. ■ t 1 IRAN5, WA-L I tP_�L 51LL. dw 9'-6 11 A.f.r _ EW 2-11- 0 BooKS ��� e*ooKs cr'c vVNZ F_tz Z Q 2-4H Adv < T 'fMAN5, cAAM U M �- z W i > � Z --J W W : 0 I cy O I V) c I� 0 W Lam/ (n CO m D n Q I 5 1 5 1 1 DRAWN BY GI _.ill 6^ 1,,,1,11 �,�11 4S1^dAI �1r�11 R.C.R. DATE APRIL 96 SCALE 1/4!' = 11-0„ - ice'X411 1.FJ r X511 Int'_^�J11 J08 ►dU 3171 --94 5FICO 2 N.-OC)tR PLAN NO #1285 4 SHEET NO I . COPYRICH'i• CUSI'OM PLANS BY MEHM Tiwao dmwfngo am nd W be ruprodwed or aapiad In arty farm at mcnnor whcislowar wfM»ut 1M wr:Mnn pamlamftt Of Cutborn Plana by Mahm L m r_ V O U -C V 4 =f r o a n n o w w a o a 5 f V _l ii c a n CL 12 7 � � b'roc $ n O v e d v u m C) rro +i!9 ii Y U u B'-I" PLATE HT. F-1 11 L-1. C Tlyr>12 i:�-E /11� c\9 �r 12'-1" F LLA-M Hr. I Mociz L `. IO'J" F'I..ATO W. f INI5H 12" X 12" 0i21CK 5rf UCC.O C(n UMN rIN15H[==j all IMM N , I ICIC Vk'.NeUi2 0 12" 10IN15M• P MOOR � TMM 0 N VOCK VI~N&LIZ M LEFT ELEVATION - a z O 0x ca a ' w . to w w c� vn cn < fie a O 5F-gNGaL.LS t FSrfLICC0 ' S?LlGGC] r� INISH �' 7 4"-MIM 8" 1121M _ T IQ'-I PLATHT. I ILL. r. =1 11111 F`INI5H 0 O W 5c4A21e.1z CIO 411TMM 011 -MM � � C42LAG�V ❑❑❑❑ � Id ZD OVFZ I2 11�IM211 t11'.> ❑❑❑❑ Ca m 11 F'STIN CSO CEJ 11 11 fill [Illitf 11111 I1.U-L j 00 -111 1 IIIIIHIIII - 1111111111IL11 111111111 111111�1111LILLJLILIILILL E9121CK R0V,4,C r-K C T4? I.> z 0 00 P"INISH�t� Pel-f70M2 MOCK 50LPIi R ,}" X :2,411 VICK CMUW PMCK VeNaM Cil T1?'. DRAWN BY R.C.R. FRONT ELEVATION APRILE96 - JOB NO 3171 -94 PLAN NO 1285 r SHEET NO 5 40F8 i COPYRIGHT CUSTOM PLANS BY MEHM Thor drarinyp am not to bs reproduasd or oopled In . oM fwTn ar mdnnw wtbohmwr r"twxd a% 1 m%n Ir rwason at Custom Plana by Mehm W c I C A rz 50 P • iia i m � yo utaf C L P • £ ti or zea Earo V — cL0 g=ro3E N tcp a 12 { 0 I' 8'-1" FPL.ATL HT. I �1 At�CHM►G 0 11�]K!5 F'I�N 5 12 HT. F`LA-M HT". o LJ ill 1"WMIZ ❑❑❑❑❑ (D la" T121M _ ❑❑❑❑❑ N SOI.X12 ❑❑❑❑❑ � Q 1GK VL'NL�f2 12" C %-LV 1GIC 0 O LA- a MICK SiL1CC0 C 1GK Vl-'1,07FOWL-OCK > P`IN15H I�INISF-Ltd I�L0012 p — — V) a nn Lal RIGHT ELEVATION. w 0 W d 4_ O 12 12 7 � 8'-1" M-ATE HW. A!2',GHh1'LCTLI�AL 5 CI' ]r-5 r" 7 _ 12 t'I�O m � 2 Lq WC] 12'-1" MAIV HV. IoLcVR W LL- IC7v-I" PL.A'TU htr. .. 0 O bi � o C3121QC VI N�CIZ C rm> 12" x 12" VL NL�12 t�lCIC NN15F- V FLOOR DRAWN BY R.C.R. APRIL 96 REAR , ELEVATION --SCALE JOB NO 3171 -94 PLAN NO 1285 � YhAA.., SHEET NO Iq rl �tiG( 5 OF 8 ._.......... i COPYRIGHT CUSTOM PIANS BY MEHM Th. drorlrpa ora not to be repri%4w=4 w oopid In arty farm or monrwr whatwww wllhow 1M ""1" pw rolwan of Cus{nm Ptom by Mahm � � w � O p W y. � • � « c � C C q Y O • +'a o M w n p V7 ° .2 u g •aY' 4 v a A r`0 0 L) 0 .s L C6 I ( Lm I I I I a I \ � w.P, - w.p. \ cO .�__ �___ _ w �-�-- -�- �-- - In 5n ll�I I � v�ct= LTJ ILI y i / 0 M a � ala El 1 I - --- IV) o O SWITCH Y l C Pav ca 5' x T5. MICRO -1 LLI ripF- LLI uj ry EL k -- - /-- w M —, ---I LINE C?r 5�CONt7 F`LOOI� / W IF. I mW / I I Ll j w C p�W112i✓] Q U (� c) LJ,.,I LLJ V) C M IL DRAWN BY R.C.R. DATE APRIL 96 SCALE • 1��" w 1 '—0" 7oNN4 71 3171 -94 Pi AN ND ;x#1285 P7 of 8 ILi ,g � 1998 COPYRIGHT CUSTOM PLANS BY MC•.HM Tinea drmrfnjs on rwl to be rapradueed or aapled In ary farm or manner whnlseurar wtllwuf fie *7**n pamhalon of Cuaiorn plans by Mehm E m O W Q C V f b C og 0 f m ¢ o Z — } m � U o z -8 G *i c j o E u 0. 0 0 0 a p l= D a Ti G u �0 tai 3 N a N In no as 00, 0 Li 00, O cN M a O J�v I I Z O L) -1 a LLJ w a i 0 I � ,--, m HIr LLI DLn z 11 -J V`i Li! Ell a ._.� 0 _ LJLJ n H11' HIP LL � � Cy O V) GL' ly- p LLI LD m :D �- O HIP Hlr DRAWN BY R.C.R. PATE APRIL 96 SCALE 1/4" = V-0" JOB NO 317'1 -94 PLAN NO #1285 SHEET NO �, 6 OF 8 0 1986 COPYRIGHT CUSTOM PLANS BY MEHM The" drmrir.W are not $a be rWrWunad or aaphd In aey form or manner vtwh"var w"hou! M» wr"%n panWea4on of Cuelan Plane by Mahon ENG. ROOF TRUSSES E 0 24" O.C. FIBERGLASS SHINGLES d L o I u 15# FELT m ° - o $ a A TL c a o b ROOF SHEATHING x t c ° o R-•-30 INSULATION � s o � s � � % � V) f a HURRICANE ANCHOR EA. MEMBER a. ° - a E a E ° INSULATION BAFFLE o I o= i 0 0 a N l 2X4 NAILER TOP OF PLATE 2X4 LOOKOUT (2) - 2X TOP PLATE 2X4 SUB-FASCIA 0 N Q N 6" GALV. SAVE DRIP 1X2 P.T. FURRING STRIP 1 X6 FASCIA In 3/8" PLYWOOD SOFFIT (VENTED) h� 4 FRIEZE WOOD STUDS - SIZE & SPACING I-II CA' PER BUILDING CODE Pili" e/ 8'-1" rLc k:?k 0 STUCCO FINISH PI LI- > HOUSEWRAP WALL SHEATHING \ W R-11 INSULATION I � N a 3/4 T&G ' c PLYWOOD FLOORING � / 0 FIN. w FLOOR 2 X SOLE PLATE P J/�) g J ENG. 16" TJI FLOOR SYSTEM, SERIES0 70P OF PLATE AND SPACING PER MANUFACTURER'S SPECIFICATIONS In 4" FRIEZE MAW (2) 2X TOP PLATE DRYWALL PER BLDG. CODE -' Ln___J T a' (WALLS & CEILINGS) I � w Lal I \ 1 I I IPO 02 ML.ow \ \ I I 0- 0 o 10'-1" BRICK VENEER I I 1" AIR SPACE WALL SHEATHING I I R-11 INSULATION WOOD STUDS - SIZE & SPACING I PER BUILDING CODE � m Ld 22 GA WALL TIES 0 32" Q.C. Lt7 U P.T. SOLE PLATE: � LTJ 1/2" 0 X8" LONG ANCHOR BOLTS 021" O.C. Alnc V) 4 CONC. SLAB W / 6X6 W 10/10 W.W.M. OR 8" CONC. BLOCK FIBERMESH ON 6 MIL VISQUENE 24" X 10" CONC. FTG. FIN. W/(3) #5 ROD CONT. a FLOOR (l) FINISHED GRADE d LLJ Lr) bi 1J CLEAN, WELL COMPACTED, TERMITE TREATED FILL - Z it ri,I HEADER BLOCK • • • TYPICAL WALL SECTION rul- p °RAWNBY R.G.R. SCALE: 3/4" = 1'-0" w DATE APRIL 96 SCALE 1 4:' -- 1 0 JOB NO 3171 -94 s �r PLAN NO ` #1285 4[Y VSHEET NO s _ � �� OF � Q Q Q H = fD, O 0 " CIA-771 JCN a < w Z chi Q v a I IOU SER RESIDENCE ADDITION • • • • HOV381 311011V 30 "a rista i r c tic ac ori a 1975 B D ' Mar C I Atlan B h F1 d �-� '7 kJ033111 �. GENERAL CONDITIONS AND MPTES INDEX OF DF INGS THESE GENERAL CONDITIONS SHALL APPLY TO ALL SECTION C ABBREVIATIONS (NOT ALL ARE USED) WORK AND ALL DRAWINGS IN THIS SET AND SHALL ARCHITECTURAL EXTEND TO ANY CHANGES, EXTRAS, OR ADDITIONS ACT acoustic ceiling the INSUL insulation A-O GENERAL CONDITIONS AGREED UPON DURING THE COURSE OF THE WORK. A.F.C. above finished ceiling IIF information to follow A-1 DEMOLITION & RENOVATION FPLANS 1. CONTRACTOR SHALL COORDINATE WITH OWNER AS TO ONSITE DELIVERY AND STORAGE OF A-2 DEMOLITION FLOOR PLAN A.F.F. above finished floor L length MATERIALS AS WELL AS SCHEDULING OF WORK TO PROVIDE THE LEAST AMOUNT OF DISRUPTION. A-3 CONSTRUCTION FLOOR PLAN ALT alternate LAV lavatory AIA DOCUMENT A-201 GENERAL CONDITIONS OF THE MAX maximum A-4 SECTIONS & EXTERIOR ELEVATIONS CONTRACT FOR CONSTRUCTION 1987 EDITION SHALL BES 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ARCHITECT ALUM aluminum MECH. mechanic (al) E-1 ELECTRICAL LAYOUT INCLUDED I N ITS ENTIRETY AS PART OF THESE ANY EXISTING AREAS THAT HAVE NOT BEEN SATISFACTORILY COMPLETED TO MEET BASE BUILDING B/ bottom of MFR manufacture (or) STANDARDS. (i.e. FIREPROOFING, DUCTWORK, SLAB CONDITIONS, DEMISING WALLS, UTILITY BD board DOCUMENTS. HOOKUPS. ELECTRICAL PANELS. ETC.) BLDG. building MTL metal 3. CONTRACTOR SHALL EXERCISE GREAT CARE IN PROTECTING FROM DAMAGE ALL EXISTING B.O. by others MIN minimum , CONDITIONS INDICATED AS "TO REMAIN ALL AREAS OF THE BUILD114G INDICATED AS -NOT IN CJ control joint MISC miscellaneous CONTRACT', AND ALL MATERIALS DELIVERED TO JOB SITE PRIOR TO THEIR INSTALLATION. ANY CL centerline N.I.C. not in contract O� DAMAGES DUE TO THIS WORK OR TO ACCIDENTS SHALL BE PATCHED, REPAIRED, OR REPLACED AT CLG ceiling NO. OR # number SECTION A THE DISCRETION OF THE ARCHITECT AND OF THE OWNER. CONTRACTOR SHALL BEAR COSTS CLO closet NTS not to scale J ASSOCIATED WITH SUCH DAMAGE AND ITS CORRECTION. CLR clear O.C. on center (S) 4. EXISTING MECHANICAL OR HVAC DEVICES. INCLUDING RETURN AIR DIFFUSERS AND DUCT OPENINGS COL column OD outside diameter SHALL BE COVERED WITH 2" FILTER MEDIA THROUGHOUT THE DURA"SON OF THE CONSTRUCTION CONC. concrete OPP opposite WORK. FILTER MEDIA SHALL BE REMOVED AT THE COMPLETION OF CONSTRUCTION WORK. d0� Z CONT. continue (ous) P-LAM or PL plastic laminate THE CONTRACTOR SHALL NOT CUT ANY EXISTING STRUCTURAL MEM13ERS UNLESS APPROVED TO O 1. CONiRACTOR SHALL VISIT AND INSPECT iNE PREMISES, PRIOR TO SUBMITTING THEIR PROPOSAL, 5. CPT carpet PT paint TO FAMILIARIZE THEMSELVES WITH THE CONDITIONS UNDER WHICH WORK WILL BE PERFORMED. N© DO SO IN WAITING BY THE BUILDING STRUCTURAL ENGINEER. SUBSEQUENT ADDITIONS OR CHANGE ORDERS WILL BE ALLOWED ON ANY CLAIM DUE TO LACK OF CT ceramic tale QT quarry tale _ KNOWLEDGE OF CONDITIONS OR CIRCUMSTANCES ABOUT WHICH THE CONTRACTOR COULD HAVE 6. ANY ELEMENT,NOT SPECIFIED REQUIRED BY THE BUILDING OWNER Oft BY THE MUNICIPAL BUILDING D depth RAD radius INFORMED HIMSELF. OFFICIAL BUT NOT SPECIFIED ON CONSTRUCTION DOCUMENTS SHALL BE REVIEWED BY iNE DET detail REQ'D required Q ARCHITECT PRIOR TO INSTALLATION. 2. CONTRACTOR SHALL. BEFORE COMMENCING WORK, REVIEW ALL PLANS, NOTES, GENERAL DIA diameter REV revision (s) revised Q CONDITIONS, AND SPECIFICATIONS AND VERIFY ALL GOVERNING DIMENSIONS ON THE JOB SITE GGA DIM dimension Sc solid cane V SHALL EXAMINE ALL ADJOINING AREAS OR AREAS UPON WHICH THE PERFORMANCE OF HIS WORK SECTION D ON down SO smoke detector _� IS IN ANY WAY DEPENDENT. ALL VARIANCES OR DISCREPANCIES SHALL BE REPORTED TO THE DWG drawing SH shower LEN LL. ARCHITECT PRIOR TO FABRICATION OR ERECTION OF WORK IN QUESTION. ANY VARIANCES OR DISCREPANCIES IN THE DOCUMENTS NOT REPORTED IMMEDIATELY TO THE ARCHITECT SHALL EA each SHT sheet BECOME THE RESPONSIBILITY OF THE CONTRACTOR. EJ expansion joint SIM similar W 3. CONTRACTOR SHALL MAKE KNOWN TO THE ARCHITECT ANY LIMITATIONS. EXCLUSIONS. OR 1. GENERAL CONTRACTOR SHALL SUBMIT, PRIOR TO COMMENCING WORK, A UST OF ALL EL elevation SPEC specification (s) V U SUBCONTRACTORS TO OWNER AND TO THE ARCHITECT. THE NAME OF PRINCIPAL CONTACT, THE ELEV elevator SQ square = Z ) MODIFICATIONS TO THE DOCUMENTS DURING THE PRICING PHASE OF THE PROJECT. UNLESS ADDRESS, AND THE PHONE NUMBER OF EACH SUBCONTRACTOR H�►LL BE INCLUDED ON THIS UST q ADVISED OTHERWISE IN WRITING. THESE ITEMS SHALL BE PRESUMED INCLUDED IN CONTRACTOR-S- EQ equal SS stainless steel Win 0 0 PRICE. EQUIP equipment STL steel 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF DRAWINGS-TO ALL 2. CONTRACTOR SHALL SUBMIT SAMPLES TO THE OWNER & ARCHITECT' FOR REVIEW OF ALL EWC electric water cooler T/ top of TRADES UNDER HIS JURISDICTION. �MATERIALS TOGETHER WITH FINISHES AND INTENDED USE IN THE WORK PRIOR TO COMMENCEMENT OF WORK. EXIST existing TEMP tempered W h V 5. ANY INFORMATION REQUIRED BY CONTRACTOR THAT IS NOT SHOWN WITHIN THE DRAWINGS W FD floor drain ~ CONTAINED IN OTHER CONTRACT DOCUMENTS (IF ANY) SHALL BE REQUESTED BY THE GENES 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT & OWNER FOR REVIEW OF ALL TYP typical ` L. .�. CONTRACTOR FROM THE ARCHITECT. _ TRADES INVOLVED IN THIS CONTRACT. SHOP DRAWINGS ENHANCE THESE DRAWINGS AND FEC fire extinguisher cabinet U.O.N. or U.N.O.unless otherwise noted tm SPECIFICATIONS -- APPROVAL OF SHOP DRAWINGS SHALL NOT RELEASE CONTRACTOR OF FIN finish (ad) VIF verify in field t 6. SHOULD THE CONTRACTOR, BY HIS OWN FAULT, FAIL TO COMPLETE WORK BY THE AGREE UPON RESPONSIBILITY FOR WORK AS SPECIFIED. FL floor ' COMPLETION DATE, HE SHALL, AT THE DISCRETIONOF THE OWNER. PERFORM WORK ON PREMIUM VCT vinyl composition the W � } TIME TO EXPENSE INCURRED BY SUCH WORK SHALL THE 4. WHEN THE JOB IS SUBSTANTIALLY COMPLETE, iNE GENERAL CONiRACTOR SHALL PREPARE A FT foot/foot gage./f9 t g VERT vertical ARCHITECTURAL SYMBOLS: �' a a RESPONSIBILITY CONFORM OF THE CONTRACTOR. ANY PUNCH UST OF ITEMS TO BE COMPLETED OR CORRECTED AND SUBMIT THIS UST TO THE GA au e ARCHITECT AND TO THE OWNER. FAILURE TO INCLUDE ANY ITEMS ON THIS LIST DOES NOT ALTS VWC vinyl wall covering _ GC general contractor: 7. A REPRESENTATIVE OF THE GENERAL CONTRACTOR WHO IS AUTHORIZED TO DISCUSS THE WORKS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH THESE WD wood O AND TO RECEIVE INSTRUCTIONS SHALL BE ON SITE AT ALL TIMES 'THAT WORK IS IN PROGRESS. DOCUMENTS, GWB gypsum wall board WW width HM hollow metal °' '5. THE GENERAL CONTRACTOR SHALL SUBMIT SCALED REPRODUCIBLE AS-BUILT DRAWINGS TO OWNERHORIZ horizontal W/ with INDICATESfCTION LETTER 8. GENERAL CONTRACTOR SHALL MAINTAIN A JOB SITE TELEPHONE AT ALL TIMES. AT THE COMPLETION OF THE PROJECT. ALL MECHANICAL. ELECTRICAL, AND ARCHITECTURAL W/0 without LETTER INDICATES CHANGES MADE DURING THE COURSE OF THE PROJECT SHALL BE INDICATED ON THESE DRAWINGS HT or H height OF CUTTING PLAN BUILDING SECTION INDICATES 9. THE CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIALS TO EXECUTE ALL WORK AS SHOWN W/D washer / dryer ON THESE DRAWINGS WITH THE EXCEPTION OF ITEMS OR AREAS MARKED "NOT IN CONTRACT'. ID inside diameter WS water soffener LOCATION ELEVATION "N.I.C.". OR "BY OTHERS". 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE END USER WITH ALL MANUFACTURER'S 10. THE CONTRACTOR SHALL KEEP SUFFICIENT WORKMEN ON THE JOB SITE AT ALL TiMES TO MANUALS AND RECOMMENDED MAINTENANCE PROCEDURES AND SCHEDULES. PROJECT DATA 1 Al 9 PERFORM THE WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD WORKMANSHIPR SOUND BUSINESS PRACTICE, AND THE BEST INTERESTS OF THE END USER. 7. FINAL PAYMENT TO THE GENERAL CONTRACTOR SHALL BE APPROVED WITHIN (15) DAYS OF RECEIPT OF AS-BUILT DRAWINGS. COMPLETION OF ALL PUNCH LIST ITEMS TO THE SATISFACTION 11. THE GENERAL CONTRACTOR SHALL PROVIDE GENERAL CARPENTRY AND BLOCKING AS REQUIRED OF THE END USER. AND SUBMISSION OF ALL OTHER DOCUMENTS REQUIRED BY THIS WORK. FOR THIS PROJECT WHICH MAY NOT FALL INTO THE JURISDICTION OF A SPECIFIC TRADE, BUT I$ CITY OF ATLATIC BEACH. BUILDING DEPT. CODES: SHEET NUMBER REQUIRED FOR THE PROPER JOB EXECUTION AND COMPLETION OF CONSTRUCTION. WHERE SECTION 2001 Edition of: FLORIDA BUILDING CODE (FBC) IS DRAWN TYP. FLORIDA BUILDING CODE-MECHANICAL (FBC-M) 12. ALL FEES, TAXES, PERMITS. APPLICATIONS, CERTIFICATES OF INSPECTION. AND THE FILING OF ALL SECTION E FLORIDA BUILDING CODE-PLUMBING (FBC-P) BUILDING ECTION INTERIOR ELEVATION WORK WITH GOVERNMENTAL AGENCIES HALL BE THE RESPONSIBILITY OF THE GENERAL FLORIDA ACCESSIBILITY CODE (FAC) CONTRACTOR. j A 13. CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL WORK OR CHANGES FOR WHICH HE 1999 Edition of: NATIONAL ELECTRICAL CODE (NEC) �/ EXPECTS ADDITIONAL COMPENSATION WITHOUT WRITTEN AUTHORIZATION TO PERFORM SUCH WORK. 2000 Edition of. NFPA 101 - LIFE SAFETY CODE (NFPA) NUMBER INDICATES NUMBER WALL SECTION INDICATES 14. CONTRACTOR SHALL AT ALL TiMES KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE 1. DO NOT SCALE DRAWINGS -- DIMENSIONS SHALL GOVERN. DETAILSSHALL GOVERN OVER PLAN OCCUPANCY: DETAIL AND ELEVATION DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL DETAILS. 1 MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS OR THE OPERATIONS OF ANY OTHER FBC: Group R, RESIDENTAL OCCUPANCY CONTRACTORS WITHIN THE AREA OF WORK. METHODS FOR SUCH REMOVAL MUST BE AGREEAB NFPA: Chapter 21, ONE & TWO-FAMILY DWELLINGS TO OWNER AND IN COMPLIANCE WITH ALL APPLICABLE CODES. 1 2 THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. 15. PREMISES HALL BE SWEPT CLEAN DAILY OF CONSTRUCTION DEBRIS. t WHERE THE TERM "OR APPROVED EQUAL" IS USED. THE ARCHITECT ALONE SHALL DETERMINE CONSTRUCTION TYPE: SHEET NUM EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR. WHERE DET 'a 16• FINAL CLEANING PRIOR TO END USER OCCUPANCY SHALL INCLUDE (BUT NOT BE LIMITED TOS FBC: TYPE IV (UN-PROTECTED, UN-SPRINKLERED) INDICATES DIRECTION 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE NFPA: TYPE V 000 IS DRAWN CLEANING OF ALL WOOD AND GLASS SURFACES, DUSTING OF ALL HORIZONTAL SURFACES. ( ) (UN-PROTECTED, UN-SPRINKLERED) OF CUTTING PLANE VACUUMING OF ALL CARPETED AREAS, REMOVAL OF ALL STAINS, SPOTS, SPILLS, ETC. ON ANY.' GOVERNMENTAL AGENCY HAVING JURISDICTION AND SHALL CONFORM TO ALL SAFETY AND 1 SURFACE, MOP CLEANING AND WAXING OF ALL RESILIENT FLOORS. AND CLEANING ALL VINYL W SANITARY LAWS, CITY. COUNTY, STATE. AND/OR FEDERAL ORDINANCES WHICH APPLY. COVERINGS FREE FROM DIRT ADHESIVE, OR OTHER FOREIGN MATERIALS. 4. ALL WORK SHALL BE PERFORMED BY SKILLED WORKMEN AND IN ACCORDANCE WITH THE BEST PROPOSED BUIUDNG AREA: MEN1A WALL TYPE PRACTICES OF THE TRADES INVOLVED. EXISTING FIRST FLOOR AREA 2816 S.F. 5. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, SQUARE, LEVEL, AND TRUE AND IN EXISTING COVERED FRONT PA110 119 S.F. 17 MATERALS, TRADES, AND ENERAL CONTRACTOR NITEMS SHOWN IN THESED HIS VENDORS DDOCUMENTS.ETERMINE V ANY IDELIVERY THAT LITY OF ALL FINISH MAY CA PROPER ALIGNMENT. EXISTING COVERED REAR PATIO 360 S.F. WALL SECTION DETAILS Q KEY NOTES POTENTIAL PROBLEMS IN MEETING AGREED UPON CONSTRUCTION SCHEDULE SHALL BE BROUGH+ IL ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT EXISTING FIRST FLOOR TOTAL COVERAGE 3,285 S.F. �z TO THE: ARCHITECTS ATTENTION FOR POSSIBLE REEVALUATION OF MATERIAL DESIGNATION. UNLESS OTHERWISE NOTED. ALL MANUFACTURED EQUIPMENT, MATERIALS, AND FINISHES SHALL EXISTING LOT AREA 12.812 S.F. 100A DOOR NUMBERS Cn BE INSTALLED OR APPLIED ACCORDING TO THE MANUFACTURER'S WRITTEN RECOMMENDATIONS. W CHIMNEY & ENCLOSED PA110 ADDITION 378 S.F. iLLI 18. THE DESIGN CONCEPT OF THIS PROJECT IS BASED ON THE COLOR, TEXTURE, AND DESIGN 0F PROPOSED CHIQ LETTER INDICATE BUILDING SECT. QA WINDOW TYPES FINISHED PRODUCTS AS SPECIFIED. IF THE CONTRACTOR FAILS TO ORDER MATERIALS IN 7. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY PROPOSED FIRST FLOOR TOTAL COVERAGE 3,303 S.F. NUMBER INDICA ELEV., WALL = SUFFICIENT TiME FOR ORDERLY INSTALLATION WITHIN THE PROJECT. THE ARCHITECT WILL NOT AND FREE OF VIBRATION. SECTION OR D L ROOM h g ENTERTAIN ANY REQUEST FOR MATERIAL SUBSTITUTION. INSTEAD, THE CONTRACTOR SHALLNAME PROVIDE AND INSTALL TEMPORARY FINISHES OR MATERIALS SATISFACTORY TO THE ARCHITiECT, & ALL WORK AND MATERIALS HALL BE GUARANTEED BY THE GENERAL CONTRACTOR AGAINST FBC TABLE 500 ALLOWABE = 12,000SF PER FLOOR, 2 STORY (Max.) DRAWING ITLE ® ROOM NUMBERS W PROVIDE AND INSTALL THE SPECIFIED FINISHES OR MATERIALS UPON THEIR ARRIVAL. AND BEAj DEFECTS IN DESIGN, WORKMANSHIP, AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE z ALL COSTS ASSOCIATED WITH THE INSTALLATION. DATE OF APPROVAL FOR FINAL PAYMENT. THIS GUARANTEE SHALL NOT LIMIT ANY SPECIFIC BUILDING HEIGHT. 2 STORY, APPROXIMATELY 24'-0" ABOVE GRADE. 1 SCALE z MANUFACTURER'S WARRANTIES THAT ARE IN EXCESS OF (1) YEAR DURATION. EXISTING PARTITION Z WIND LOADS: INDICATES AD ONAL SHEETS TO REMAIN t FROM WHICH FERENCED SECTION B 9. IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY OMISSIONS IN THE BASIC WIND SPEED, mph: 120 NEW PARTITION PROJ. MGR. NOTES OR CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR OF SHEET NUMBE WHERE SUCH RESPONSIBILITY EXCEPT FOR ITEMS SPECIFICALLY NOTED. WIND IMPORTANCE FACTOR: 1.0 ELEV. SECTION OR DETAIL OCCURS ---_ EXISTING PARTITION CHECKED MJ THIELE 10. ALL "HOLD' OR "CLEAR" DIMENSIONS SHALL BE EXACT WITHIN A 1/8" TOLERANCE ALONG FULL BUILDING CATEGORY: II --- 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK AND SHALL NOT ACCEPT INSTRUCTIC� DISTANCE OF DIMENSION. WIND EXPOSURE CATAGORY: C. ASCE7-98 TO BE REMOVED DRAWN FROM LOCAL PERSONNEL WITHOUT VERIFICA11ON FROM THE OWNER'S AGREED UPON INTERNAL PRESURE COEFFICIENT: +/-0.18 DJ1TE ISSUED 6-3-03 REPRESENTATIVE. THE CONTRACTOR WILL BE LIABLE FOR ANY EXPENSE CAUSED BY THE EXECUTION AND REMOVAL OF SUCH WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNEIfS COMPONANTS & CLADDING, PRINT RECORD. REPRESENTATIVE. wind pressure psf: END ZONE: +29.79 / -39.43 PROJECT NO. 03-19 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY TOILET FACILITIES. WA INTERIOR ZONE: +29.79 / -32.37 DRAWING NO. POWER AND ALL OTHER UTILITIES FOR HIS WORKMEN TO PERFORM ALL CONSTRUCTION WORK. MEAN ROOF HEITHT, feet: 13*-0" DATE ISSUED REASON R ISSUE THE EXISTING FACILITIES SHALL NOT BE AVAILABLE FOR THE CONTRACTOR OR SUBCONTRACTO BUILDING WIDTH,USE DURING CONSTRUCTION. CONTRACTOR SHALL COORDINTE WITHTHE OWNER REGARDING feet: 22'-0" 5-12-03 CONSTRUCTiO DOCUMENTS REVEIW SE TEMPORARY FACILITES. BUILDING LENGTH, feet: 24'-0" 0 5-13-03 CONSTRUCTiO DOCUMENTS REVIEW SE ROOF SLOPE (x:12): 6, 26.62 6-3-03 FINAL CONS CTION DOCUMENTS A = O SHEET OF U Q U J C J O u m v U Q z Lu } Z O V L LEE k au W V Z 0 EXISTING TO R N i p a GENERAL NOTES W L � TYPICAL DIMENSIONS ARE TO FINISH FACE OF STUD OR EXISTING FINISH, UNLESS OTHERWISE NOTED. im Lo W TYPICAL INTERIOR WALLS SHALL BE 3-1/2" WD STUDS W/ 1/2" GWB h C)%. Z ON BOTH SIDES. _ r I I ALL INTERIOR DOORS AND FRAMES SHALL BE SOLID 6 PANEL O ————— I f a KITCHEN I WOOD DOORS do WOOD FRAMES & TRIM TO MATCH EXISTING. F ® I KEYING WITH THE OWNER HARDWARE SHALL BE VER TYPE, COORDINATE HARDWARE do Cz7 2'6"x6'8" I NEW WINDOWS SHALL BE SINGLE HUNG SINGLE GLAZED WHITE MASTER i PA® ALUM WINDOWS TO MATCH EXISTING. MATCH EXISTING INTERIOR WD TRIM DETAILS AND EXTERIOR BRICK DETAILS BEDROOM LIVING ALUM OR VINYL IMPACT RESISTANT. SINGLE HUNG WINDOW FRAME, Lm ® SCREENING do CLEAR GLAZING, CONTRACTOR SHALL SUBMIT EITHER I MIAMI—DADE OR SBCCI IMPACT TESTS DATA DOOR FRAMES SHALL BE SECURED RIGIDLY IN PLACE AND BREAKFAST 13' 3" I O I BRACED TO FLOOR AND STRUCTURE ABOVE TO PREVENT Q I ® BREAK OUT TO PARTITIONS. ALL DOORS SHALL OPERATE �p FREELY WITHOUT BINDING. 1 j SUBMIT SHOP DWGS FOR APPROVAL, INCLUDE ALL FIELD VERIFIED s I DIMENSIONS AND 1/2 SIZE DETAILS OF ASSEMBLY AND ATTACHMENT. W/ MIAMI—DADE OR SBCCI IMPACT TESTS DATA (TYPICAL ALL EXT. DOORS) FAMILY CONTRACTOR SHALL COORDINATE WITH OWNER FOR INTERIOR H I O r N ® 0 t AND EXTERIOR PAINTING COLOR SELECTIONS ® CONTRACTOR SHALL VISIT AND INSPECT THE PREMISES, PRIOR 2 3 N 3 TO SUBMITTING THEIR PROPOSAL, TO FAMILIARIZE THEMSELVES WITH THE CONDITIONS UNDER WHICH WORK WILL BE TYP x x 0 o LIVING x PERFORMED. NO SUBSEQUENT ADDITIONS OR CHANGE 0 o YT/ ORDERS WILL BE ALLOWED ON ANY CLAIM DUE TO LACK OF In pn ® KNOWLEDGE OF CONDITIONS OR CIRCUMSTANCES ABOUT WHICH M s THE CONTRACTOR COULD HAVE INFORMED HIMSELF. 3 CONTRACTOR SHALL. BEFORE COMMENCING WORK, REVIEW ALL N s� A-4 PLANS, NOTES, GENERAL CONDITIONS, AND SPECIFICATIONS Z Z AND VERIFY ALL GOVERNING DIMENSIONS ON THE JOB SITE. Z 4 I N HE SHALL EXAMINE ALL ADJOINING AREAS OR AREAS UPON Q �® co WHICH THE PERFORMANCE OF HIS WORK IS IN ANY WAY A-4 3'0"x5'0"W/ 3'0"x5'0"W/ x s (3)3'0"x5'0"W/ DEPENDENT. ANY VARIANCES OR DISCREPANCIES IN THE CL �3'0"X2'0"TRAM —————— — 3'0"X2'0"TRAMS o N (3)3'0-X2'0-TRAMS DOCUMENTS NOT REPORTED IMMEDIATELY TO THE ARCHITECT Z SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. O N 0 ALIGN WITH EXISTING V STRUCTURE TO REMIAN 3'-0" 3'-0" 2'-9" 3'-0" 3'-5" -5" Z CONSTRUCTION NOTES z o 0 � u _ OFINISH FLOOR TO ALIGN AND MATCH EXISTING F PROD. MGR. CHECKED DRAWN DATE ISSUED PROJECT NO. 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'815L /M W31SAS 30021 310NIHS 11VHdSV -HK 9Z O S31O N AD ('NIM) to S13NNV18 11V8 6L-21 38 11VHS 3aV89 3A08V SHOO-U '(NIA) SJ-1V8 LL-21 38 11VHS S11VM '(NIW) SAANV18 ILVB 6L-a 38 11VHS 30021 :NOLLv-inSNI I O *S.LN31gnooa NOLLOINiSNOO 3H1 NI S313NVd383S1a ANV 40 13311H3HV AALLON (INV SNOISUM10 a AA183A 01 2101OV&NO3 '9NLLSIX3 3H1 HIM N911V 11VHS 210013 HSINI3 M3N 'SNO LLVO01 W MIS NOLLVONnod 'HV8-321 'SWS 'ONOO 'SNOLI03NNOO 'SMIS MV38 OM 'SdVHIS 3NV3imunH .40 NOLLVN1021000 HOA S9NIMVNCI 1Vaf11onHIS 33S I - C_ 5 OVOI ONIM HdM OZL :80-4 3000 9NIolU18 VOla01A LOOZ 3H1 AO S1N314381n03H 133M 11VHS SNOI.L03NNOO 9NIWV213 ONV 9NIHIV3HS '9NUOOH .0 L L 31VOS 'b —V = N O IIVA313 1S3 X11 � SRON WS N3 J M=k — (A N H to W Q L L L 9NLLSIX3 n - 30 _ s O =. 111111111111111116 Z 31VId OQi CL MN 31anoo 1 n p 9NLLSIX3 ' — 'ddV «0—.6 .0—,L=«�/L 3-NnS O -V-V 9NLLSIX3 ONLISIX3 NO Z UVA3131Sd3J .L L L "Z L £L 9NLLSIX3 1 9NLLSIX3 L / I / 9 i 8 9NLLSIX3 ; _ - 9NLLSIX3 A \ Y k 7::LJI .ZL _ £L m � .0-.01 o g p W 7,1 D _, C 9NLLSIX3 ov O5mm C, s L & 'D W N n �" � « i 0 r wm0 � : 2 m _ U) ;u V o •- U > 0 } � O U a w cc"N) w Q Z a M � Q 0 M a g U o x Q Q 4 Q a O a� ~ V � p 2m � p V •� a o W V v B R I S T A D E M A R C I R C L E B R I S T A D E M A R C I R C L E Z p W � L3 m 17.69' 72.44' 17.69' 72.44' H H LAJ c / O N WPB I N w►� ILu E7as� I Eyos� B.R.L B.R.L = r . .fi . ,o_ � - - - - - - - - . — . - - - . - - " � �o` � - - - - - - - - - _ - - " _ - _ - • � GENERAL NOTES � I J. �' I ..i• �`' I THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE 06 I 4 c I OWNER REGARDING CONSTRICTION AND OR DEMOLITION START DATES, PRIOR TO BEGINNING ANY DEMOLITION. CO I / CO RE I THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE PA 0 PA 0 MECHANICAL, PLUMPING AND ELECTRICAL ENGINEERING y I r I DRAWINGS FOR ADDITIONAL HVAC, PLUMBING OR ELECTRICAL 1Q 5' S I I /0 5' w I I DEMOLITION REQUIRED. REMOVE ALL CONSTRUCTION SHOWN ON THE DRAWINGS AS I EXISTING TO BE REMOVED, INCLUDING, BUT NOT LIMITED TO: LANDSCAPING, SOD, EXISTING ROOFING SYSTEM, hI b HOSE BIBS, AND SITE LIGHTING. EXISTING 2- STORY I I EXISTING 2- STORY I I a THE DISCONNECT OF ALL ELECTRICAL DEVICES REMOVED / FRAME & BRICK / FRAME & BRICK SHALL BE AT THE SUPPLY PANEL BOARD. OUTLETS AND / N0. 1975 t NO. 1975 SWITCHES SHALL BE STORED ON SITE FOR REUSE WHERE FEASIBLE. SEE ELECTRICAL DRAWINGS / ROOF UNE (TYP) I / ROOF LINE (TYP) I REMOVE ALL EXISTING LOW VOLTAGE, ELECTRICAL/ CABLE / BUILDING FOOIPRINT�TYP) I BUILDING FOOTPRINT�TYP) I PHONE AND DATA DEVICES AND CONNECTIONS NO LONGER REQUIRED FOR THE OPERATION OF PHONE, DATA, CABLE OR ROOF ••:•:•:•:•:•:•:•:•:•;•:•:• I REMOVAL AND PREPARE HWALLS AND T 0 RIECEIVE NEW R WALLS O FOLLOWING FINISHES. CRICKET COVERED PATIO J I ....H.. .... ....... ,I THE DISCONNECT OF ALL PLUMBING FIXTURES REMOVED I I SHALL BE AT THE POINT OF SUPPLY. NO PLUMBING SHALL -' m 10'-0" O0 BE LEFT IN WALLS FOLLOWING REMOVAL OF ANY FIXTURES. do / }---} PHASING NOTES / L . - - - - - - - - - - - - - - - - - " — • B.R.L — / L . — . — . — . — — . — . — . — . — B- I PROPOSED I THE G.C. SHALL COORDINATE WITH THE OWNER REGARDING Lu I CHIMNEY ADDITION I ANY PROPOSED PHASING, COMMENCEMENT DATE, AND SHALL h GIVE NOTICE AND COORDINATE WITH THE OWNER FOR ANY O o TEMPORARY CUT OFF OF ANY UTILITIES U) " N O – – – – – – – ROOFING NOTES C 2.98' - - - - - - - - 120.0' - - - - -- - - - 2.98' - - - - - - - - 120.0' NEW 25YR. ASPHALT SHINGLE ROOFING SYSTEM ON NEW O ADDITION ONLY (MATCH EXISTING). EXISTING ROOFING ON z ,� EXISTING RESIDENCE TO REMAIN. G.C. SHALL PERFORM ALL W z ROOFING WORK REQUIRED TO MAINTAIN THE EXISTING c p ROOFING WARRANTY, COORDINATE WITH THE OWNER. ALL NEW ROOFING, SHEATHING, AND FRAMING CONNECTIONS PROD. MGR. SHALL MEET THE 2001 FLORIDA BUILDING CODE FOR: 120 CHECKED MJ THIELE MPH WIND LOAD 25 YR. ASPHALT SHINGLE ROOF SYSTEM W/ 15LB. FELT DRAWN UNDERLAYMENT OVERLAPPED AT 19" MIN. W/ .FHA MDATE ISSUED EXISTING SITE PLAN PROPOSED SITE PLAN 6-3-03MM N FLASHING, ALL SECURED W/ CORROSION RESISTANT NAILS PROJECT N0. 03-19 ON -' 24' e' AND FASTENERS. DRAWING NO. SCALE 1/16"=1'-0" 0 4, 16, SCALE 1/16"=1'-0" 0 4' is, PLAN LEGEND EXISTING TO REMAIN Am I EXISTING TO BE REMOVED NEW CONSTRUCTION SHEET OF U � 0 J s U O U � m L U � J < w Q Z w � O x Q r ^ U � 00 Q .2 - 1 z O GENERAL NOTES oi � THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE D OWNER & ARCHITECT ON ITEMS TO BE SALVAGED FOR Q u REUSE TO INCLUDE ELECTRICAL DEVICES, HARDWARE & L u DOORS, WINDOWS, HVAC DEVICES. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE W , MECHANICAL AND ELECTRICAL ENGINEERING DRAWINGS FOR ' ADDITIONAL HVAC OR ELECTRICAL DEMOLITION REQUIRED. z a i WHERE EXISTING PARTITIONS ARE FOR REUSE. CONTRACTOR W 4 SHALL REMOVE ALL FINISH MATERIALS, WALL MTD. Q a IQ BRACKETS, ETC.. AND PATCH AS REQUIRED TO MAKE AS NEW. � h W REMOVE ALL CONSTRUCTION SHOWN ON THE DRAWINGS AS .i EXISTING TO BE REMOVED, INCLUDING, BUT NOT m LIMITED TO: FLOORING, PARTITIONS. WINDOWS, DOORS, EXTERIOR WALLS (INCLUDING ELEMENTS OCCURRING ABOVE EXISTING TO R E M I A N THE FINISHED CEILINGS), W HANGERS. STRAPS AND OTHER ACCESSORY OBJECTS h Q� CONNECTED WITH THE ITEMS BEING REMOVED. WHERE CARPET AND PAD IS BEING REMOVED, THE O j I MECHANICAL ATTACHMENT TO THE FLOOR I SHALL ALSO BE REMOVED. WHERE GLUE DOWN CARPET, RESILIENT FLOOR, OR OTHER GLUED FLOORING INSTALLATION IS REMOVED, REMOVE ALL ADHESIVE TO LEAVE FLOOR WITH A SMOOTH KITCHEN I LEVEL FINISH. I j I I I ON REMAINING WALLS ADJACENT TO THOSE BEING DEMOLISHED, EXISTING BASE SHALL BE REMOVED BACK TO I NEAREST INSIDE CORNER AND WALLS SHALL BE REPAIRED SO AS TO CREATE A SMOOTH SURFACE READY TO RECEIVE EDRONEW BASE. BEDROOM LIVING OI lO CONTRACTOR SHALL SPOT LEVEL SUB FLOOR AS NEEDED AT COMPLETION OF DEMOLITION, TO LEAVE A LEVEL SURFACE FOR FINISH FLOORING. SEE FINISH SCHEDULE SEE FINISH SCHEDULE FOR ADDITIONAL DEMOLISHING OR © I BR® PREP WORK REQUIRED FOR EXISTING SPACES TO RECEIVE © NEW FINISHES. I 0_,, rn II : it DEMOLITION NOTES `1 NO I O _ --_ -- --'------ --------- 1 REMOVE EXISTING GWB PARTITION. PATCH EXISTING WALLS TO REMAIN. ® O O O O O I O z OQ SAW CUT AND REMOVE EXTERIOR BRICK WALL FOR NEW DOOR OR WINDOW OPENING, SEE CONSTRICTION PLAN „Q $ IQ REMOVE EXISTING WINDOW FRAME, SILL & GLAZING. SALVAGE CL OC FOR REUSE 0 REMOVE EXISTING DOOR. FRAME & FINISH TRIM 0 NOT USED L Z � © EXISTING HVAC SYSTEM TO BE RELOCATED. RECONNECT TO EXISTING DUCTWORK AND MODIFIED FOR AREA OF RENOVATION 0 7 7 i O EXISTING BRICK TO BE REMOVED, SALVAGE FOR REUSE AS FEASIBLE ~ J � rp, O rpt Orp, O("1 I ® EXISTING PATIO FINISH CEILING, LIGHTS. FANS, & SPEAKERS TO 0 LJ LJ LJ JJ BE REMOVED SALVAGE FOR REUSE BY OWNER z ------------------------ ------------------------------- O O9 LLI EXISTING 3-SIDED FACTORY BUILT FIREPLACE TO BE REMOVED 0 0 z REMOVE WOOD MANTEL. PARTITIONS. & HEARTH-SEE CONSTRUCTION PLANS v ALL EXISTING STRUCTURE TO REMIAN PROD. MGR. CHECKED MJ SEE SITE PLAN FOR WORK IN THIS AREA. DRAWN DATE ISSUED 6- PROJECT NO. 0; DEMOLITION PLAN LEGEND DRAWING NO. FIRST FLOOR PLAN 2, 8, EXISTING TO REMAIN 1 SCALE 1/4"=1'-0" o �, 4, _ _ _ _ = EXISTING TO BE REMOVED _ NEW CONSTRUCTION SHEET 1 II I t 1 t I i I f I 1 I I i h I i { I LI 1 I i I I , i I 1 i i II II 1 I 4 4 i� i I III F I I I $9 I I I t.. I i V I I III ' 3 I i l 1I II r I il, I l i I. I I , i 1 IIID I_ I f I 1 I a. II i 1I 1 I 1 a 1 s - I II �I L i III � Id � I 1 1 jJ PLAN LEGEND CABLE TV OUTLET I TELEPHONE JACK $ TOGGLE SWITCH I EXHAUST FAN / LIGHT COMBO. 8. I ;a IC SURFACE MOUNTED. ENCLOSED FLOURESCENT STRIP FIXTURE I , I SURFACE MOUNTED, ENCLOSED FLOURESCENT FIXTURE KITCHEN OI MULTI—LAMP STRIP FIXTURE WALL MOUNTED LIGHT FIXTURE I PANTRY CEILING MOUNTED LIGHT FIXTURE :I MASTER1 100 BEDROOM LIVING �I DECORITIVE WALL SCONCE LIGHT FIXTURE RECESSED CEILING MOUNTED APERTURE ADJUSTABLE i .I 1 TO EXISTING — BREAKFAST RECESSED CEILING MOUNTED INCADESCENT 1 I Tl ACK CYLINDER LIGHTING TR do CYU D LIGHT FIXTURES 1 INTERIOR GFIC DUPLEX OUTLET i 1 I � � 230 VOLT OUTLET I1, � II`� r1 120 VOLT DUPLEX OUTLET 3 ! III d �I O FAMILY Q FLOOR MOUNTED 120 VOLT DUPLEX OUTLET W/ METAL COVER 101 R R / SECURITY FLOOD LAMPS W MOTION SENSOR I I � 5 BLADE CEILING FAN 52 LIVING 1 I I 0 AUTOMATIC GARAGE DOOR OPENER W/ LIGHT HOSE BIB 4—�'�--`'— ® ALARM KEY PAD Ff - I� = CD �'—!'� � ! E = EXISTING ER = EXISTING RELOCATED FP R = RECESSED ! = DIMMER SWI 1 FD = FAN SWITCH , dl f II I ' I f , 1 I C GENERAL NOTES ALL ELECTRICAL WORK SHALL COMPLY WITH THE 1999 I { I f , NATIONAL ELECTRICAL CODE AND LOCAL JURISDICTION f I COORDINATE ALARM MODIFICATIONS WITH OWNERS EXISTING SECURITY SYETEM / VENDOR FOR WORK REQUIRED DUE TO THIS PROJECT ELECTRICAL TRI AL 1 I 1 E I I 1;1 FIRST FLOOR PLAN ON ,i it I SCALE 1/4"=V-00 I �af 4 I ' 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: OPLICANTS SIGNATURE U DTE OWNERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MONDAY prior to the schedgled meeting in order to be placed on the agenda for consideration. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. APPLICAfjT NAME ADDRESS TELEPHONE 2. ,�,o`T 2! 5Pl u19 i )0o Llti .. ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: /V�'Gc) J/�VOIL h/511Y�//U ' I 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED:34 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 1 2:39PM FROM RICHARD MILLER ASSOC 90d+7215758 P. 1 Fax Transmittal Cover Sheet .Richard A. Miller & Associates, Inc, 6701 Beach.Boulevard, Suite 200 Jacksonville, Florida 32216 Phone: (904) 721-1226 - Fax- (904)721-5758 Tate: 9� ( _7 70: �� From: Company: Fax No.: a �� -- -� No.Pages Includin- Cover Sheet ��1 FLOODPLAIN DEVELOPMENT INFORMATION Type of Developments_ __.._�N G tF �q�'�1 tt-r- -'Ic----------- Flood Zone: ------------------ Required ___________Required Lowest Floor Elevations____ If building is located within a flood hazard zone-, a purvey mui;t be wade AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the bace flood elevation established for that zone. No final inspection will be wade and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS% Applicant Acknowledgements I understand that the issuance of this permit is contingent upon the above information beiiig correct and that the plans and supporting data have been or shall be provided as required. I spree to comply with all applicable provisions of Ordinance No. 28-7-11 and all other laws or ordinances affecting the proposed development. Date a(.:�� Applicant's Signatur l ----------------------------------------------------- I Department --_.------ - -- -----_----r--__.r_-- Department Una Required Lowest Floor Elevation As Built Lowest Floor Elevation _- Survey Filed with Bui ding Department ______ -- :- ------------ Building Departme, t Representative paue 3 PRL'-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORIT`i Z03 WEST DUVAL STREET JACKSONVILLE, FLORIDA 3220E THE FOLLOWING FINAL INSPECTIONS ) HAVE BEEN MADE AND ARE SATISFACTORY : -07 Awo Al -u -OU110,0------------------------------ . -3y So__Ssg t�l40 �e�.sir-d-..................... ------ ---------------- --------------------------------- ------------------ ------------------------------- Enclosed --------------------- -------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, ��— C WILDING INSP CTION DIVISION cc : FILE a-1 (-i 998 2.39PM FROM RICHARD MILLER ASSOC 904+7215758 P.2 MAP SHOWING BOUNDARY SURVEY OF LOT 91, SELVA NORlE' UNIT TWO AS RECORDED IN PLAT BOOK 40, PAGES 37 & 37A OF THE CURRENT PUBUC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED TO: FRANK E. HOUSER COMMONWEALTH LAND TITLE INSURANCE COMPANY >� BARNETT RESIDENTIAL REALESTATE DEPARTMENT Z- THOMPSON & ADAMS A� I po N T 82 1 ' / 1 s Qr > 4 h � �—� �• � to 24.9' oD 7z -T Ln . z o 7 � nttlf � P 4.0' ygov� 0 !v 0) o N Cn 11.6' _g � i / ti h1 11.7' Z 42' o vnCun ti m p n y 23.9" + A 20.5' -i 2.2' D , rx N 12.2' 0 d 4.4' 4.4 N 0 m 0 2 y N - D 8.8' 34.0' J. �_ WOOD _ n DECK m 0 o CONCRETE DRIVE o m r o ti, v m L 7' x N 00 51'14" W X 120.00' (PLAT) 1 r4 O 6' WOOD FENCE �$ r, � o� LOT 90 � v D y m G SEP. SQ 1998 RIVAL(982923) m R�t��pplt��gpf(��QQ /p.t1Q�Y. t9 t997(N6CNECK Fd/NDAALri)53538 ABOH£L .Wt.290% 1997(FOIAVDAAQY)5.1538 -y iT INE 51 AND G NA RAI SCAL OF A FLORIDA LIC0=1)$(MVEV'CR AND Rf"M 141%DMYIW.MTb1. VALTA NITte 7,aww'w an aaasa on am CbsMrie P.GP.It M 8111816'0 LEGEND OA;F fen- 79. 7997 z mw b e AMP Jv S onw apip awr 5wicy. p amaw ma ff Aawowr SCALE _�Z� Y ENMNna Morn dwr(150 1w1r) !LS 4b«1N s+s 6Aa«fb.flrrwy mA.+5 ANe*ow r ADR01l7IBMF eAaamlr w►tter amm o�iau/Ace VOL M 7929] G4 Na 3jj +�.s�.wrAr,9�i1 MAI Ar�r+r,Ao.r Ar.»AW�a►w jAnrur x ° �'71d.:.19'.$�".J'l`A>3ruC' >re. 7s7 ar.!a«.«Ma FiAYr lnNrprRgy AArnoparnarr!Aya�Sy(l.E.MA.,1 wbd a,or rx„e n,.vra,« 9 AOq,�T.,w my f~ page Arm i1e: nYl 1, �/RYJ Canuo«br.IMM MAftr 1?OD7'r0007Q7 x (ur�A�m octet mr CO/11P- fDP� %'. aeSw+ie wuAr,l wyi+'Giw d e1.'=owt—.y N a1wn -A wt.+ R °'sra"" aures.«/rA°'""`A"""°""0-to— '-d-XAbWwr"w.""' RICHARD A. MILLER & ASSOCIATES alnrMa•eat mu> b oe 1M unaws,r.ent a 7A——'r A.AiA g*va or ar larsns t.1Aw— ow*~or 1/ft Arowrwrwi AMY APCYC!s3 MW LAAO SrrWWS' AM*a jaw rAW AMT AM r Ar&M AY IMS S(A►1£r I IM�.LE rz 216 I�I&V...... I.U. PYmw1Mrp�bd Abht �y/MA�nOwr gyp- IYS6 R1 gt1yr ielr AMr slRrrbA wcrAz+tt7t'n`MAF�N{ P.q PpyrnpAro�e�Lty A6rivr.'..Aerr.an,wf S 95„SY�ENr9N�''AYAM7 AA�oA=um tem '@~aAR ~ RIAY a1f pPoq,yyA,�ft�E A m r A.,..Ow✓1•A RLM7,ilr1«f.°rO s-ca rl� IAA)d LI J.✓. Cmir YKiaTwsAmz aOlw am= •IW�eRM �Y.If4 IYh'fiber«Lireslari (. �m.Aru�es :R t1: �itMay 'vs�AS AWA ��efqqoo__ rp�o� Gi'7P)TK:A7£Abp IeOD� �Al �RKIrkrAie LNC �ACYRG lea /IAiL4 DATE: _Z�7-- PRE-SERVICE DIVISION JACKSONVILLE. ELECTRIC AUTHORITY 33 WEST DUVAL STREET JACKSONVILLE, FLORIDA 3`.:303 THE FOLLOWING FINAL INSPECTION ( S) HAVE BEEN MADE AND Ar—Z' SATISFACTORY : ------ ------------------------------------------------- -------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCER Y, BUILDING INSPECTION DIVISION cc: FILE Cl-TY OF M qlvaja uilain9 Official� of � SPEGTION QUFS Permit No. Date P.M. Time r S Locality L-'--�—M��"CKANICAL Job Address _Contractor PLt)Ma1NG Pic coed.& SCfRICAL u h Heating Owner's Place Name t4cls E Rough Wring Bough Out pre Fab Temp CC y Pole Sewer �--- gU1LDINC' Stab Fcnal CT10N in L Cf Be Rootcng C� ,� � t.� BE FOR tNSPE Friday Insulation Thurs. Wed A.M. Tues. P.M —" �'� Flnai Inspection � Mon. of Occupancy -. o ion Made cpate ._." a r PPP-3844' I j DEPARTMENT OF BUILDING E CITY OF ATLANTIC BEACH E PERM 11T ,INFORMATION � - LOCATION INFOR ATIOI� .. Permitdumber . 15528 Address, 1975 BRIS'TA DE MAR CIRCLE Permit. Type:PLUMBING ATLANTIC BEACH , 'FLORIDA .32233 o � LWAL DESCRI'FTICN ! 6nStr T •. �*I~i BIoc Lot. 9 Twpz f`. 0 ' rc > es.� "LE ILY Section: 0 Sind; Rng. 0 Dwel 1 ira tab s vi i yin: SE'LVA NORTE 4 . 'Value. 0. 00 Improv. Cost. 0.00 Amount Pat, "1 � 67 .50 k Date �1 /1997, i Werk D NO IN l E HOME , wATION _ APPLICATION FEES ---------- V 67 . 50 A FtiI ate. FLORIDA 322 �f aKy'W Pxe FORMATI+ i l Name: C RO 1',,PLU"ING. F Ad+ z ,STRSET,,. JA.CKSONV� ', L 3221 t* T �� YR, 4 4 ,. x �"a ,� a 4x4 •d°i" I NOTES: k 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,ANO Ii UST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW"CAN RESULT 1N 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. ? 58 14 CKCKS 2w, ATLANTIC BEACH BUILDING DEPARTMENT 3�Z11N8 By: A DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH I �- .-=-» PERINFORMATION _____.._ _ LOCATION INFORMATION� - pexw3 t Number's Address: 1909 BR;IS `A DEL MARECL. Pr�►it Tyz PLUMBING ATLANTIC REACH, FLORIDA 32233 Class of works, ADDITION --_-� - LEGAL DESCRIPTION .._�,_ Constr. Type: WOOD I FRAME Lot: Blocks Sections Proposed use: SINGLE FAMILY Tcvhships RNO: 0 Dv*llin+gs t 1 Code: 0 Subdivision t `y E�rti�r tted Valine: $0.00 improv,* Cost: TotB1 la EIEC. 50 Aaou $18.50 - s ATItII r r, - T,M -�-. �` APPLICATION FEES . PERMIT $18.50 Address z. DEL MAR CIRCLE WAT IMPACT FEE dw-144, $0.00 {vmay pyy FEE � •hOQ P - ,¢ ter - 9 m x RADON GAS-H. R.S. .� R, FORMAT;b' ,.......-...N - RADON GAS - 5% 0.00 ------ Nr� e z C UM °IFU� WATER `TAF' _ _00! 00.. „ ... „.. �. .... SEWER TAP *0. 00 ATLA BRACH FLORIDA 32233 HYDRAULIC SH16 ARE $0.00 Lie � Type: 4 RE-INSPECT FEE v SEC. H IMPACT FEE 0', B0. NOTES: E.: V r I a, NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE E. CLEARED UP AN() HAULED AWAY BY EITHER CONTRACTOR OR OWNER. ffFA1LURE T0.COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN TklE P0 4"PE,RTY OWNERRAYING TWICE F4R BULQING IMPROVEMENTS." 1'dl�. it�z All ISSUED ACC6 ING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJEC"kREVOCATION VEIG? VIOLATION OF'J PPLIOASLE,PROVISIONS OF LAW. I " ITpT : CCI ATLANTIC BEACH BUILDING DEPARTMENT 307513 MAP SHOWING BOUNDARY SURVEY OF LOT 90, SELVA NORTE' UNIT TWO, AS RECORDED IN PLAT BOOK 40, PAGES 37 AND 37A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LEGEND BEARINGS m MOTES NORTH LINEAL DIMENSION S DENOTES SOUTH DENOTES 2 FEET, 7 TENTHS E DENOTES EAST AND 4 HUNDRETHS OF A FOOT N DENOTES WEST 160. DENOTES 16 DEGREES --�-- DENOTES DISTANCE NOT TO SCALE 25' DENOTES 25 MINUTES OF ARC 010 DENOTES 01 SECONDS OF ARC BR/S 7-A APPE MAR C/*?CLE 50' AlawT OF /VQ'/ 30"RE/NFOCCEO p y� CO.VG?ETEP/PE FouN! 3S��n/ AA %_ 01 W7 2.44' 4 N m Coi�'cec�-�. oRi✓ AT7.oG,ye Ira.5, 5.3' o�t7' rvo.NoT PosT.�v/ W V' p o✓rK toNC,?tTE � �n .J I`In1 O � � P ZS' Zs' #�d c/ron 7 777-11 l' 33�G� 5, S� O$ 'f�`O ji(� �BE� �OSOD Founro YL SjU 77/0 S'EL✓.�t FAQ/�� vc/iT it/o. /Z A PLAT Boo•' 3G 7.�.r<-„ro�ery L r.Vr elf'I-er go�s,3��..��.-1B9noe 46 f .QT i`3ooK QOM Pvrr's 37 5 37.4 LOT /O GDT � •^ro i3dito/Nr,,QESTiZ/GTior✓Lrr✓ESNo�.vn�oNPLaT • 7gOGi.C-'/�✓FL000 ZONE XI'�///GN /sT/r ortr-a ours/or XIA-Soo /-/- ,3>'F'L.000,��.a�s .?E'✓/SBO Q�i7/B9. GOMM�/N/Tim.�i�NEi N� ioni.��is..�. .-. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach,FL 32233 Ph(904)247-5826 Fax(904) 247-5845 JOB ADDRESS: (101C1 `4' ry)lnolE ) j PERNIIT# NEW SERVICE ❑Overhead ❑ Underground ❑ Underground up Pole ❑Residential(Main) Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps # of Meters ❑Commercial (Main) Service 00-100 amps 0101-150amps 0151-200amps 0 amps OCT Service amps Conductor Type Size ❑Multi-Family (Main) Service 00-100 amps ❑101-150amps ❑151-200amps 0 amps #of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE 0 amps ❑ CT'Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps 0200amps ❑ amps OCT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty- -0-Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) Qty volts/amps VALUE OF WORKS REPAIRS/MISCELLANEOUS � � ❑ ace B amaged Meter Can ❑Safety Inspection DPanel Change ❑OH to UG Other; J Permit becomes void if work does commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have not read this application and know the same to be true and correct All provisions of laws and ordinances governing this work will be complied with whether specified or not The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. hone Number�� Sam�`-��U5 Property Owners Name r Electrical Company E� l C l f I one V -GC 'Fax f h ,- Co. Address: ' City �1 R Zip < License Holder(Print): State Certification/RegisVS01 3-017 7 9h Notarized Signature of License Holderli Sworn ands bscribed b e thi of 20 Signature of Notary Public <. `$ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00001165 Date 9/22/10 Property Address . . . . . . 1806 SEMINOLE RD Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -------------------------------------------- Application desc reground house ---------------------------------------------------- Owner Contractor ------------------------ ------------------------ LEE LIMBAUGH ELECTRICAL CONTRAC 1806 SEMINOLE ROAD 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-9051 ------------------------------- -------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date Valuation 0 Expiration Date . . 3/21/11 ------------------------------------- Fee summary Charged Paid Credited Due --- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 - . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION 0eaz CITY OF ATLANTIC BEACH P3 ro 800 Seminole Rd, Atlantic Beach, FL 32233 I Ph (904) 247-5826 Fax(904) 247-5845 JOB ADDRESS: Sr. PERMIT# NEW SERVICE ❑Overhead ❑ Underground ❑ Underground up Pole ❑Residential(Main) Service ❑0-100 amps ❑101-150amps ❑151-200amps ❑ amps # of Meters ❑Commercial(Main) Service 110-100 amps ❑101-150amps ❑151-200amps ❑ amps ❑CT Service amps Conductor Type Size ❑Multi-Family(Main) Service 110-100 amps ❑101-150amps ❑151-200amps ❑ amps # of Unit Meters []Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER (ADDITIONS, ACCESSORY STRUCTURES, ETC.) ❑100 amps ❑150amps ❑200amps ❑ amps ❑CT Service amps ADDITIONS, REMODELS, REPAIRS, BUILD-OUTS, ACCESSORY STRUCTURES, ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS El Swimming Pool ❑ Sign 11 Smoke Detectors_Qty ❑Transformers KVA Ll Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) Qty volts/amps VALUE OF WORK S REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can []Safety Inspection ❑Panel Change 11 OH to UG *Other: � 5- - do lu �Wff Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. /// ,_, , pp Property Owners Name 11PAC) ,/� W.'-1, G Q Phone Number Electrical Company(A A'fSt11'1tr.l�2tc Et/300 3 y77 Office Phone�!o�-[ FaajW - Ge�a�I Co. Address: W5—(' 1011)hd" 90 &449 2by City State 6- Zip "5 License Holder (Print): _ IS/,c/j35C(ta- State Certification/Registration # '6z;1_3:203Z7 r Notarized Signature of License Holder Sworn and subscribed before e t day.of 0 ?° ••4� EMO D (Y Signature of Notary Public Y 1 ugas 1, 014 �rFOF FVO"' Bonded h Tudget Y$mvkes CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j v ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00001167 Date 9/22/10 Property Address . . . . . . 310 312 8TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 312 REGROUND SERVICE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WILFUR, HAROLD/MCEUEN WATSON ELECTRIC 346 RALEIGH ROAD 4456 SUNBEAM RD ##200 JACKSONVILLE FL 32225 JACKSONVILLE FL 32257 (904) 899-6836 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/21/11 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH, FLORIDA Appl1w.d bV7 APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS. CODES AND CITY OF ATLANTIC BEACH ORDINANCES. J _ � ELECTRICAL FIRM: tt?? ASTER EL lCIAN SI ATURE JOURNEYMAN NAME 'lQ_ C� ��15—ADDRESS: 1 / Ar5 4� e- �4—RFD_BOX r- BOX BLDG.SIZE BETWEEN: / RES.((/ APT.( 1 COMM.1 1 PUBLIC( 1 INDUS.( 1 NEW§,, OLD( 1 REW.( 1 ADDITION( 1 TRAILER( 1 TEMP.(41 SIGNS ( 1 SQ.FT. SERVICE: NEW 1 ) INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE 3 AMPS COPPER f ALUM. p,/e SWITCH OR BREAKER Ll O AMPS PH W ' VOLT 11J1- t RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES I CONCEALED OPEN TOTAL 0.90 AMP6. I 91.100 AMP6. SWITCHES INCANDESCENT FLUORESCENT&M.V. _ FIXED f 0.100 AMP6. OVER APPLIANCES , BELL TRANSF. AIR N.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA4.A NO. KVA NO.NEON TRANSF. NO. VA. MOTOR SIZE I SWITCH FLASHER EACH SIGN "- FORWARDED s TOTAL FEES 5, 00 //CITY OF TlI�IFWIiK; /3�-�4 Office of Building Official y/ REQUEST FOR INSPECTI Date_ ` / 7 Permi No. Time A.M. /yg �q Received pM.iC.-�t- Job Addres f Lo ality Owner's Name Contra BUILDING CONCRETE ELECTRICAL PLUMBIN MECHANICAL Framing Fo Rough Wiring ❑ Rough L- Air Cond. & C Re Roofing C Slab Temp Pole Top Out F- Heating Insulation Lintel Final Sewer Fire Place r Pre Fab READY FOR INSPECTION Tues Wed. Thurs. Friday— Inspection Made Inspector_ Final Inspection Certificate of Occupancy Date ----- PERMIT INFORMATION ------ ------- LOCATION INFORMATION -------- Permit Number: 15556 Address : 1975 BRISTA DE MAR CIRCLE TP24 Permit Type:ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work:TEMPORARY POLE -------- LEGAL DESCRIPTION ---------- Constr. Type:WOOD FRAME Block: Lot : Twp: 0 Proposed Use:SINGLE FAMILY Section: 0 Subd: Rng: 0 Dwellings : 0 Subdivision: Est . Value : 0 . 00 Improv. Cost : 0 .00 Total Fees : 25 . 00 Amount Paid: 25 . 00 Date Paid: 11/13/1997 Work Desc:CS3#6 60AMPS 1PH 3W 240V 1-1/2"PIPERW ALUM - TEMPORARY POLE --------LrER INFORMATION --------- -------- APPLICATION FEES ---------- Name: PE Y BUILDERS PERMIT 25 . 00 Addr: ATLANTIC BEACH FLORIDA 32233 Phone : (904) 731-4210 ------ CONTRACTOR INFORMATION ------ Name: UNITED ELECTRIC COMPANY OF JAX Addr: 5716 ST. AUGUSTINE ROAD JACKSONVILLE, FL 32207-8030 Lic: EC0000344 Exp: Type. J r GENERAL NOTES: a m g DC•WIIGN SPECIFICATIONS: accordance with the 2007 Florida Building Code, 1. The scope of these plans is limited to the structural requirements of this project. 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over o Project has been designed in g Residential,and the Florida Building Code, Existing Building{as applicable),with the Architectural,civil (site),electrical, mechanical (plumbing and HVAC),waterproofing, minimum 6 mil. polyethylene(visqueen)vapor barrier. Slabs shall be reinforced with 2009 supplements. and flashing requirements are not addressed in these plans. 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY DESIGN CRITERIA: 2. It is the intent of the Engineer of Record(Engineer}that this work be performed in complying with ASTM C1116(u.o.n.). conformance with all requirements of the authorities having jurisdiction over this type � Wind Design Method ASCE 7-05 (Enclosed Structure) of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and U j Basic Wind Speed: 120 mph other deleterious material. Structural fill shall be compacted to a density of at least U_ Z g Building Category: II 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Fill shall be treated p O w Wind Importance Factor: 1.0 contractor's sole responsibility to determine the procedure,sequence,and temporary with termite poison before slab is placed. f= o bracing as to insure the safety of the building and its component parts during Wind Exposure: C (Opening protection required) g n 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be W F 0) Building Classification: Residential construct(o compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density m Building Type: Type V Construction 4. The contractor shall verify all conditions and dimensions at the job site prior to (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. z Z Wind-Borne Debris: Located in the wind-borne debris region ty � v commencing work. hall be the responsibility of the 11. The following minimum concrete cover shall be provided for reinforcement: LU w w Unless otherwise noted, project site considerations s p y owner and/or contractor. Examples of such items include, but shall not be limited to, 5. The contractor shall supply, locate, and build into the work all inserts,anchors,angles, 3" Concrete cast against and permanently exposed to earth z determination of grade elevations, drainage features, and special requirements plates,openings,sleeves, hangers,slab depressions, or other components as may be 2" Concrete exposed to earth or weather $ 0 �0 w= associated with FEMA flood hazard and/or DEP zones. required to attach and accommodate other work. 1 ''/2'Concrete not exposed to earth or weather U 6. All details and sections shown on the structural drawings are intended to be typical 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following U DESIGN DEAD LOADS: o and shall be construed to apply to any similar situation elsewhere in the work except minimum lengths: Floors where indicated otherwise. #4 bars: 21"minimum #5 bars: 26"minimum 3 The design floor dead load of 12 psf assumes a floor system utilizing wood decking or wood subflooring over wood truss,wood 1-joist,or solid sawn lumber framing. The floor 7. Refer to the structural drawings for all structural details and sections. The contractor #6 bars: 32"minimum shall contact the Engineer for clarification in cases of conflict between the structural covering is assumed to be carpet, vinyl,wood or ceramic tile. The Engineer shall be g na:ified if the floor coverings differ from the noted assumptions drawings and any drawings prepared by others prior to commencing work. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. " Roofs: 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 14. The contractor shall provide spacers,chairs, bolsters,etc.,necessary to support u, s Metal or Shingle: 10 psf{Rafters)7 psf(Wood Truss) The design of the project structure assurnes an allowable soil bearing capacity of reinforcing steel.Support items which bear on exposed concrete surfaces shalf3ia� g g o � C u< Concrete or Clay Tile: 15 psf 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the ends which are plastic tipped or stainless steel. - j Refer to Architectural Plans for Roof Covering System In assumptions. All requirements for site preparation and soil compaction a specified in the soils report shall be followed unless more stringent requirements are MASONRY: '� g o specified in these plans. DESIGN LIVE LOADS: General: _ , CONCRETE: o h `� Floors: 1. All masonry work shall be in accordance with"Building Code Requirements for v a. Exterior Exterior Decks: 40 psf a c 1. All concrete work shall be in accordance with"Building Code Requirements for Masonry Structures,"ACI 530-05,and Specifications for Masonry Structures,"ACI W o W Structural Concrete,"ACI 318-05,and"Specification for Structural Concrete,"ACI 301. 530.1-05 4 M o Stairs: 40 psf(or 300 Ib point load) LL ca_ Garages: 60 psf(or 2000 Ib point load) 2. All concrete shall have the following minimum compressive strength at 28 days: 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of j All Other Areas: 40 psf } 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8"to 11". Slabs on tirade,footings, and misc.concrete: fc=2500psi p p LL Attics: Structural slabs,walls,beams and columns: fc=3000psi Without Storage: 10 psf Designated radon zones only-all concrete: fc=3000psi 3. Mortar shall conform to ASTM C270 and be Type M or S. Typ N mortar may be u o 1 With Limited Storage: 20 psf in brick veneer. U g j' With Storage: 30 psf(fixed stair access) 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) 4. The contractor shall be responsible for the design and installati nYlashq. f $ j a g r 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) a.1 �0 � g 4 0 0 � g Roofs: ICi W Q I: u~i cxi a �° Concrete Masonry(CMU): d� Z _ jLess than 4:12 pitch: 20 psf 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic 4:12 pitch or greater: 16 psf j material or other substances that are deleterious to concrete or steel reinforcement. 1. Concrete masonry units(CMU)shall be AST 0-7 0 Done Mason Units,Type 1, Grade N-1, normal we + l1ni_ o t&e A SCALE: DEFLECTION CRITERIA: Masonry &-V-0'(U.0.14.) 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the strength of 1900 psi(fm=1500 psi). �, i° A A DO NOT SCALE structural drawings.All reinforcing details shall conform to"Details and Detailing of THIS DRAWING Walls: � i'. 64n Brittle Finish(wind load): L/240Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 2. All continuous reinforcing steel in masonry sh II e li it�h g RELEASE DATE: Flexible Finish(wind load):0120minimum lengths: REVISIONS: drawings. fx ., ##4 bars: 20 minimum L J6J 0 W Floors: Live Load: L/480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #5 bars: 25"minimum W O W #6 bars: 30"minimum ,,..J ; Total Load: L/240* shall be in accordance with"Standard Tolerances for Concrete Construction and I Q W * 12 Increased floor stiffness may be required by,floor covering manufacturer Materials,"ACI 117. Footing or slab edges may be up to 112"inside of the sill plate. W A i 3. Grout all cells containing vertical reinforceme t Sax Mrl DRAWN BY: i�A: CMF Roofs: 4. Provide cleanouts per ACI 530.1-05 in the bo when the wI CHECKED BY: height exceeds 5'-0". w5w SHEET: WJD Live Load: L/240 Total Load: L/180 a 5. Beam reinforcement shall be continuous across control joints. S-1 A Clary Masonry(Brick): 12. Fasten plies of 1 3/;'wide engineered lumber as follows: WINDOW DOOR AND SOFFIT PRESSURES: > m 2-ply beams with(3)rows of 0.131"x3 Y"nails @ 12"o.c. o 1, 3-ply beams with(3)rows of 0.131"x3%"nails @ 8"o.c.(each side) Brick shall conform to ASTM C62, C216,or C652 for Building Brick,Facing Brick,and 1. All window,door and soffit assemblies shall be designed to withstand the design Hollow Brick, respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6 3/;'long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's requirements. 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: w vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall J op enings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and U o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). `V z a a.Welded connections: AWS D1.1 �+- gage b. Structural steel shapes,plates: ASTM A3s WIND PRESSURES ON WINDOWS, DOORS & o o W 3, Strand wire veneer ties shall not be less in thickness than No.9 a e wire and shall have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural steel pipe: ASTM A53 or A501 SOFFITS (pSf} v k 22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d. Structural steel tubing: ASTM A500 Adjustable or strand wire veneer ties shalCo l be used at CMU walls. AREA OF OPENING' EDGE STRIP(5) INTERIOR ZONE(4) 9 p Z 2. All structural steel connections and fabrications shall comply with AISC specifications. 9 z 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for Pos Neg Pos Neg $ QJ supporting brick veneer over openings. This angle will not be required for arched 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 0 to 20 sf 34.3 46.0 34.3 -37.2 W w Lw - windows where brick is self-supporting. If the length of the opening exceeds 6'-0"then 20.1 to 50 sf 32.9 42.8 32.9 -35.8 z the steel angle shall be attached to the wood framing with 3/8"x 3"lag screws @ 12" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 50.1 to 100 sf 30.8 -38.7 30.8 -33.8 W a ~o shall not be used. W Z O O.C. 100.1 to 200 Elf 29.1 -35.8 29.1 -32.0 w o 27.6 -32.6 27.6 -30.6 200.1 to 500 sf a w FRAMING: 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. Soffit Design Pressure 34.3 -46.0 34.3 37.2 WOOD FRAM Z o a, in accordance with National Design Specification Base Design Pressure 29.10 GCpi +0 18 1, All wood framing has been designed9 P 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior Z (NDS)for wood construction,"2005 edition. to painting, steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning . 33Er o 2. All wood members exposed to weather or in contact with masonry,concrete or soil 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel W shall be treated with an appropriate preservative suitable for the exposure conditions. surfaces exposed and visible to the exterior of the structure. TYPICAL EDGE STRIP(5) W 3, If ACQ treatment is used on any wood member,then all nailing shall require 8. Field touch-up after installation where required to restore final finish. a hot-dipped galvanized nails meeting ASTM A153, Class C,or ASTM B695,Class 50. TYPICAL INTERIOR ZONE(4) Y U If borate treatment is used then galvanizing is not required. HARDWARE AND ANCHORS: 4. Prefabricated wood trusses shall comply with NDS and"National Design Standard for 1. All framing anchors and connectors noted on the structural drawings shall be _ �` gO Metal Plate Connected Wood Truss Construction(ANSI/TPI 1-02).„ manufactured by Simpson Strong-Tie or Engineer approved equalsfH - 5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM - 4104 w F1554, Grade 36. " 6. The Truss Manufacturer shall submit shop drawings and design notes with a -✓ W " En ineer's seal for royal. Design notes shall include the rated load 3. All metal connectors and hardware which are exposed to the exterior or in contact 3 m registered o N regist g pP g er shall be Type 316 stainless steel or galvanized per N Y Wcapacityof the truss to truss connectors and the manufacturers license to fabricate with ACQ pressur treated lumba � _. trusses utilizing the connector system proposed.The contractor shall approve ASTM A153, Class C,or ASTM 8695,Class 50. __ W fabrication and installation drawings showing size,shape and layout. 4. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson N W 7. Jobsite handling and erection, including temporary bracing, during installation of Strong-Tie and installed according to the manufacturer's instructions. Holes shall be trusses shall comply with TPI/WTCA SCSI 1. cleaned of all debris and brushed out prior to installation of anchor adhesive. 9 a S4 s 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened ROOF COVERING: J to their supporting walls or beams with metal connectors as noted in the Truss PLAN KEY g Connection Schedule. 1. The contractor shall be responsible for the design and installation of the roof covering ADDITION a t system. 8 g. All gable ends shall be balloon framed or braced in accordance with the applicable SCALE: detail as shown in the structural drawings. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements. Y°= SCALE I DO NOT SCALE 10. The guardrails, handrails, and guard in-fill components(Balusters and Panel Fillers) THIS DRAWING the dere ated En ineer. The Product Approval Report and/or 3. Cla and the roofs shall be installed per the"Concrete and Clay Roof Tile Installation RELEASE DATE: shall be designed by g g Y 01-05-11 shop drawings shall be approved by the Engineer of Record prior to construction. Manual,"and the manufacturer's requirements. 1 REVISIONS: Provide joist or solid blocking in floor framing at all guardrail and handrail posts. 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according 11. Engineered lumber(LVL, Parallam or LSL)shall meet the following minimum material to the manufacturer's requirements. w specifications: LVL or Parallam LSL 5. The contractor shall be responsible for the design and installation of all metal flashing !CHECKED BY: E=1,900,000 psi E=1,550,000 psi and valley material CMF Fb=2,600 psi Fb=2,325 psi /BYD: Fc=750 psi Fc=800 psi Fv=285 psi Fv=310 psi PROJECT SCOPE OF WORK IS CLASSIFIED PER EXISTING BUILDING SHEET: CODE AS BOTH"ADDITION"AND"ALTERATION LEVEL(2)". S-2 R a1 I Iwo og ' EXISTING ROOF "SPLICE WITH(5)0.131"x 3 Y"NAILS 2x6 RAFTERS @ 24"O.C. EXISTING L w BRICK WALL CONTRACTOR SHALL VERIFY ALL DIMENSIONS /6V "OR RATED SHEATHING,EXPOSURE I-SHINGLE ROOF V S USING FINAL APPROVED FLOOR PLAN PRIOR / '%2"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF TO CONSTRUCTION. FASTEN WITH 0.113"x2%"RING SHANK NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. F Z g 3'.p" w INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE 4 / '- w a)-- (4"MINIMUM)AT EXISTING FOOTING.DOWELS WILL � m BE EMBEDDED INTO NEW POURED CONCRETE FOOTING WASHER 3"x -NUT AND 3"x Ya" s (12"MINIMUM).TYPICAL-U.O.N. Z Z BEAM) \` W C) ih ' W J _ --2 2x4 SYP#2 � i � 4 Z W w ;. INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE (U.O.N.) DOUBLE PLATE U O.N. � S 3 I I \\ FOUNDIATION DOWE S ALONG PERIMETER BE EMBEDDED EXISTING I� j W U' wmc s Z Q �O INTO NEW POURED CONCRETE(12"MINIMUM).TYPICAL-U.O.N. ! - 2x4 SPF#2 STUDS i' @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) cJi i \ -BRICK VENEER o 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER a 1�1 !—� 6 MIL VAPOR BARRIER COVERING CLEAN,COMPACT,TREATED FILL. W a j —le RATED SHEATHING,EXPOSURE I. FASTEN WITH 0.131"x2/2" .' 9 i -- NAILS @ 6-O.C.ON EDGES AND FOUNDATION LAYOUT _'L o 12"O.C.ON INTERMEDIATE SUPPORTS.(U-O.N.) \ � e --THREADED ROD ASSEMBLY SIMPSON Y8"x 6% �•i� 2x4 TREATED TITEN HD ROD COUPLER _ -- SYP#2 SILL PLATE u: l a — w "-� m� SOLID CORNER (� ILL Y ..,----SSP TOP&BOTTOM I s Ilo AND ANCHOR BOLT WITHIN 6" 1+�1 I 2x6 RAFTERS--,,, � —HEADER TO BE SIZED ;� ••, � �� ' � � i @ 24"O.C. BY ENGINEER OF RECORD ('� s '•,a s ;" DURING CONSTRUCTION """""""'"""''' " ---SSP TOP&BOTTOM A WALL SECTION NOTE: W 1 AND ANCHOR BOLT WITHIN 6" 5-3 NO NEW SHEARWALLS ARE REQUIRED IN -SOLID CORNER o THE SCOPE OF WORK E -�"0 THREADED ROD WOOD FRAMED HEADER LEGEND: SCALE: SIZE X"'V-0"(U.O.N.) DO NOT SCALE -- _____- .. OF HEADER m THIS DRAWING RELEASE DATE: ---- 2 2x_HEADER a of-o51� -- REVISIONS: K I; WALL LAYOUT _ QUANTITY QUANTITY NOTES: OF JACKS OF KING STUDS 1)ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 WIND-BORNE DEBRIS PROTECTION REQUIRED: NOTE: = DRAWN BY: Ad. CMF STUDS @ 16-O.C.FOR PLATE HEIGHT OF 10'-5- U.O.N. THIS STRUCTURE IS LOCATED IN THE VNNO BORNE DEBRIS REGION AND OPENING PROTECTION ALL WOOD FRAMED LOAD BEARING HEADERS IS REQUIRED.STORM SHUTTERS OR IMPACT RESISTANT GLASS SHALL BE PROVIDED FOR ALL SHALL BE MINIMUM(2)2X6 No.2 OR BETTER CHECKED BY: di 2)THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(BRICK VENEER)-U.O.N. GLAZED OPENINGS.CONSTRUCT SHUTTERS PER THE DETAILS ON SHEET Slot USE w3D NOTIFY ENGINEER OF ANY VARIATIONS. ALTERNATIVE SHUTTERS VBTH"FLORIDA PRODUCT APPROVAL". SYP.INSTALL MINIMUM(1)JACK AND SHEET: (2)KING STUD AT EACH HEADER(U.O.N.) a S-4 ;i i, —EDGE DISTANCE MINIMUM AT > o CL j FASTENERS(TYPICAL) cc j 2" 96"MAXIMUM SPAN EXTERIOR FINISH ----_- e SHEATHING o I _ _ FRAMING AT OPENING: _ _ _ 0 UJI _ HEADER SHOWN,STUD, CRIPPLES,OR SILL SIMILAR tLU 0 a ¢ �- z WOOD STRUCTURAL PANEL TRIM-- s W � l , � Z � O W f� CORROSION RESISTANT Y1s"OSB OR 1Y32"E RATED w A WOOD SCREW BASED— 'Y N F SHEATHING PANEL F— THREADED STUD l FASTENER(TYPICAL) cn l % m z °° ZOR - a �� a"FENDER WASHER(MIN.)- ' %_ W V cn WOOD STRUCTURAL PANELUJ CORROSION RESISTANT WINDOW UNIT---- - Z w W Vis"OSB OR 1%2"RATED FASTENER(TYPICAL) - p Q ca �" 1� " ' 0 SHEATHING PANEL m 15- OSB OR 32 RATED _ SHEATHING PANEL a wz o m �• J K 4 SECTION - FASTENING OF PANEL TO FRAMING j 5;z! = a� m z q' FASTENER SPACING �_ }} PER CHART '' m ;f NOTE: PANEL MUST EXTEND PAST WINDOW FAR ENOUGH TO ALLOW FASTENER INSTALLATION INTO WOOD FRAMING. ORIENTATION OF RATED SHEATHING STRUCTURAL PANEL I NOTES: I is 1) FASTENERS SHALL BE INSTALLED ALONG THE TOP&BOTTOM W o W }i OR LEFT&RIGHT SIDES OF PANEL. o j Wind-Borne Debris Protection FasteningSchedule LL { 2) THE SPAN OF THE PANEL BETWEEN ANCHORS SHALL NOT for%s"OSB or 1%2"RATED SHEATHING PANEL W LL j } EXCEED 96". Fastener a Fastener s acin inches W 1; panel span 2 ft.<panel 4 ft.<panel 6 ft. <panel - 3) MULTIPLE PANELS CAN BE USED TO COVER OPENINGS e' WIDER THAN 48", PROVIDED THE PANEL SPAN DOES NOT <2 ft. span<4 ft. span<6 ft. span<8 ft. I EXCEED 96" o #8 wood screw based ? W $ g t anchor w/min.2"emb. 16 16 10 8 g c� 4) PANELS SHALL BE PRECUT AND PRE-DRILLED TO FIT OVER length into wood framing EACH OPENING AND APPLICABLE FASTENERS. #10 wood screw based 5) FASTENERS SHALL BE CORROSION RESISTANT. SCALE: anchor w/min.2"emb. 16 16 12 9 y=V-0°(u.O.N.) length into wood framing DO NOT SCALE 6) FASTENERS SHALL BE PERMANENTLY INSTALLED INTO THE - THIS�RAWING j RELEASE DATE: WOOD FRAMING. 01-05-11 Y4"lag screw based IT REVISIONS: 7) FOR CMU OR CONCRETE CONSTRUCTION,THE FASTENERS anchor w/min.2"emb. 16 16 16 16 SHALL BE INSTALLED INTO THE WOOD BUCKS FRAMING THE OPENING. length into wood framing 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER- DRAWN BY: PROOFING CONSIDERATIONS. CMF CHECKED BY: WJD 9) PROVIDE PROTECTIVE COVERS FOR PERMANENTLY INSTALLED SHEET: HARDWARE WHEN SHUTTER IS NOT IN USE. • S-4 0 I