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615 Amberjack Ln 2013 Kitchen Bath remodel Plan wirtt�IeMtr , - - - ,W.. - _ E�/18 I � a � , I I ...: .tee i I i 4oE i ..ems U UAo a I WINDOW INSTALLATION (METHOD A-1) . WEATHER RESITIVE BARRIER (wRB) APPLIED PRIOR 10 THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. e pp `q nCN A X ,. M 1{A'IQ lIEODBIG FASIROIL 1MM000M RBO08 JIILM _ __ p _ _ , STARTNO�BAS.a � � w M MALL t WORT O 70wAPDt - TASOF IEALAMT BEAD a i. -- f l I J APPLY a» - w+wa MOtIF]TNC q "" AMY BEAD of�EALAMr PLANCLI �_ AT BACK CF MIIDOII .` - r CS.. �' �✓Lp - i /AN Mt sS'fa4M Towow ueNC SAL 1W MOM FRAME.m - ••• � ��,,..fj _ _ - F•Q , FACRJTAIE NSPIXI 4 X1041". A 1m A NOM. "- : NCog o Y DllL TO 7►R[ 4 AFMLY KAO OF SALANT AT OF iN OMW — - — — .. Swo SIDE AAWK Dim B>r � t��Oli FLASl�N4� �1c� � R W/NSP Qkeew1w L , 2�,'_I"' 'S'.ru v 59"1�v APPLY JAM FLA*M - ii YY �j _- _.- C J ,.. i If+A"1CD AMPLE OF SEALANT ®.lAyg � FL43NM MID MOUM11Nfi _ I'�1I .. �I TR. 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I n -.,,--. --•- ., _ SILL FIASlRIO 1 1 i `, I-.,. .. ,•,. _ y. .. INF,-^z;. � w { SLIBI AND ADJUBT SON lO ACFfIgME SCUARE. r. -, PLU" LM CONOFTIOIL =CORROSION u / t / 0 I AM �FASIOM FAM 1/OOM5 FIR CI3 Raoolr NAMUFAC1tNKR�lCA710NS. ya ` � Get I � s II I WEA ER RESISTANT i I p .f A A CAREFULLY CUL bE t ,rte J' GAMIER ON A DUIOOIIAL ODf AN RTAIE 11[ r,��q TOP ELOE of 7ML BARREIt UP AND TAPE 7lIE TOP caRFE:FIs AND cEFIIER TO t1t OnErBat I � ." �,• wRe SUIIfACE ABOVE I h \ %' INTERIOR VIEW --Y I'hhla! i TOP LEFT CORNER OF WINDOW + + ! F it s✓' �✓ `tom-fi�✓^ �ti Go NG. `Fa �L1P 41 rtA►I� frt."K ' C,cot _" Wim, t•J�X11 WALL LtrvMlL. � �Tt � (4L"Marf'4'G � ��'��'�� �I' � +�• '�1��"�+CT'� I 1 ALL. waK•K 'fo 0V Gbt� PsY Got�-Tr t*%C.TQ1't,.. 1.I�•IN"C �w+Tc► I 2, Gnr4Tr0,A Toth 4.0$ .I,L �Ot^p Yi r'11�F'Y ^t~L ;� t� 'moi l� nr,l I.I N r?tMeN�a14-5 + 1 XIqws71NCs[ GOWP'rtIGatJ,�«.f' , >rTc•, �„� 2s WALL Mou"145r �IKTt�r'C� 1"I'Ki4� Tb c okvorIKUGTtGt4 . 3. Got4 rKAcTal1 ✓HALL, NapTIr',f AKS t'r .T' G 1 E,CNca r bUN�'�b I"IXTIJt� II I� WK ITIWC4 of hWY oldbc w o rpm(:, � • �MrK� G'I�"Tt✓GT � �1 I Xl�✓'rI IJGE 1�iCi Ta KNW N r� t3UTl-STM 1r1�Grr�ol.IWG �"hLlLT No c.H#�.Wco�b T• *.xi6TIl & +'IVhc, ModtUt KW7, `i1E1 ,T?,M rK=F Gh W L i ar H ` C / At A- U 0 < Ifl I I I I , OiiAWN 064E��C�K/SD DATE to • ?.-I , I SCALE kS taco T P sas wo. Pi t 4w t'S I SHIErMT { . OF 2 6HEETS II I I I L III AEVZONS BY III I II I I � � a I + 1 a ' FL 1309.0994 0 � >3«, s 30. �� 1 0x35•� 1�����; �� w � SCOPE F WORK: j'.�`�°�c" . o►� GENERAL STRUCTURAL NOTES INTERIOR REMODELING TO AN EXISTING RESIDENCE. F ; " 1. Codes: Florida Building Code 201, American Concrete Institute American 4 Institute of Timber Construction and American Welding Society. I - �> 2. Live Load � oN� R TYPE OF CC)NSTRUCTION: Roof. 20 psf W o a / . 3 _� as 15•� o.s o 3. Wind Loads: r�• x � � .r ° "J TYPE V-B UNSPRINKLERED UNPROTECTED , r � See Wind Load Notes 4. Allowable Soil Bearing: N^ ! .'.. g 250 psf o� _ r> ¢ , r '.. 5. Soil Compaction: APPLICABLE CODES. • I g+-o 1 �� Soil under slab on rade and foundation shall be compacted to 95% Wox i ,, �►� 00 n g p o.r modified proctor max. d density ASTM D-1557 . f 2 �► dry tY ( ) >� NO to FLORIDA BUILDING CODE 2010 (Residential) r ---- a„� - -- L- nZ 11r rot 6. Materials: 1 Concrete or - (N mal weight-28 ht 2$ da s 30 ' I o 0 ' e e c a'ca+c.srw `fi` g Y ) 00 psi Reinforcing Bar ASTM A615, Gr 60I ' Welded Wire Fabric FLORIDA PLUMBING CODE 2010 (Residential) ASTM A185 ' - --- ---- g. Hollow Load Bearing CMU ASTM C90, Gr N-1 Anchor Bolts ASTM A307 or A36 - welds NATIONAL ELECTRICAL CODE 2008 -- AWS E7 or E60 0 TABLE: Wood Member for Beams & Posts #2 SYP L-I N 85+372T W 102.1 t7(P) j for Studs N85°a2'50"W i02.25'(M) -=-�--- - _ #2 SPF orbetter FLORIDA FIRE PREVENTION CODE 2010 - Microllam 1.9E 7. Concrete: All concrete to be designed as per ACI 318 latest edition. OCCUPANCY C 1..J`18 S I F I CAT O N Te► I Footings 3000 psi Slab on grade 3000 psi All others 3000 psi Splices in reinforcing where permitted: R-3 RESIDENTIAL Concrete 1 40 bar diameter Masonry 48 bar diameter Unless shown on drawings, minimum concrete cover for reinforcing: Cast against earth 3" I I Slab on grade centered Exposed to earth or weather: #6 thru #11 bars 2" #5 bars & smaller 11/2" _ All reinforcing shall be held securely in position with standard accessories in � ' " conformance with ACI 315 duff placement of concrete. I � 1 i pt�--Y-1- �Afrj�,r u AIS I I I_ 5c•pr ' c N/o1'gK IirtaJic.'t' �o�h'1'toN MhNr �Y C`�ht� I �t1y;r t _a+� lid ,..•tt+�:t _ �� >' �H��'NJ►r,�-•L ��a WI�JD 4chG 1�0?�'� G�N�!"'�/kL .."+t'?'CU�.7U14h�. NdTE� , � � r L.oo h4. r'�►h F.) L1:ci'tK G �. �•Jf"o. �".L tJ M}'�I N Ga I tJ c l a Nt�s) � '�" ,�L`. Atlantic Beach t Public Wotks — . a: :_,Of r LOAD NOTL% fi, ODDS: Fl.,OR�}A BUWN�G COBE 2010 M r.raerw:r; t AND ASCE-7-10 . j � UL78iiATE DE: W�iD SPEED 1�ui� +„ �:� I • 130 MPH 1at¢nJ' GT r r r - 3 I (,achT")nt� .� WIND IMPORTANCE FAOTOR: 1 � 1.0 8UlLDlNG RISK CATEGORY, N I I - i VAND Atlanlic Sea �G } city t4u s ENCLOS M ENGL.OM BUILDNIG 72 Russell Park 3.' 1 ` �. - it INTERNAL ��� •, i 7Z � WIND PRESSURE TO 1�S AND MAMMA `� � iii � z .. END ZONE = 1&0' WAtI ZONE AREAS t i ID LOADS -z ( PSF ) J , 21 l k � _ - r ,• �- t� I ,; r INTERIOR 10 413 44.7 h + +IYt, 20 + 38 3 �..w.. 42.8 w Sunrise ;;7 ill I s i:3 � ti` va��///�� + 37.*1 — 405 DRAWN Contrunity e 1�A/ �' 35.1 a ""' 38+6 CHECKED END ZONE 10 + 41.3 -� 55.0 - T 39.3 — 51.2 DATE 50 m o i —r L 371 I© • �� • ,� i — 100 + 35.1 — 42.8 k, OCALE � Act I j NOM w Joe NO. D�14W05 Arps ; PRMRE uLMMAX PRESSURE X 0.6 OR DIVE YYITM 1.8 Y I 'I d H E!t£T f OF rDHElTS a Y,