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HomeMy WebLinkAboutSite PlanFDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTD #g-yF-jQ%Qj%1- & Well #-- - Date: Reviewer: 1¢ SOQUAMRE FOOTAGE MW ROOR P. A3.0 ¢w[MaxY ix'�i'.m Habitat for Humanity` rP �:— F04PARCEL ID: 024309-0 22-00M v "UnBE2 PARCELID: 340MW-M224)00- srteAooxEss: HICKORY DRIVE FORT PIERCE, FL 3 982 FLOOR PLAN A-2.0 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for' OSTDS # - - L& Well # Date: W Reviewer: 8` SQUARE FOOTAGE ' OOR Pv�.v az.o scae w Habitat for Humanity` GMMMMi XOME En NEEWX CME: ww� "wg<w r rXo+Ea XYMMEx — XEmwxX wP w. ore X xE. PARCEL ID: 3902609-0422-0008 VEMYMBFA: PARCEL ID: W2609-0 2MW &IEMOPEE6: HICKORY DRIVE FORT PIERCE, FL 34882 EXEEeoEspN�lYx. FLOOR PLAN SXEETXVNXEP A 2.0 INTERIOR DOOR aCNEDULE >i& CtlCRP1pN PEM41016 N,xX.X®.REOFq, It1t or amaan ty OENERLLMCRBYAX[0//Ip1FB- u m..m�moru tD mvennw.uure uu RAX6 P[o E.. d� . >; J�EluG EERPIGIIC ® - W SWwIDI F M R3F9M EXAvuuxmwe euxm�owaH. Ewa .. ain �.AX�XX r%' xWXE0. may' HYXffMX MlE BV f NYN H �00 —1 19u *�aaa•�tl3 8 oHH.� H� H. �XRunwc aPUNP FRAMING PLAN Ab MEETwMBBk AWE` A-2.1 EXTERIOR OOORB WINDOW BCNEWLE n 1.Ymxnxr� X (T.41CXEq M4IYFPCNRER SIGN PRESSURES .xouwrroFRwu UNBEA FXPIRPIKKI flfll NCFiPN CPFMVG OPBXiH H&IRH fltMYm MIED UFBpM MFHBYREe LINTEL SCHEDULE cXnvuRUEn m BYOEOL lEN6iX cuwr 14+D uFYFr arwiEY uFun lWL CCtltVJiE HAY .a o 0 0 ❑ # ® o � ,,,..,� tea„ � • °� � INTERIOR DOOR SCHEDULE � � vracwmx aaenNa EXTERIOR DOOR B WINDOW SCHEDULE Nn mtmxxxq Gt�TMq. WVIVFOLiV DESIGN PRESSURES PPCWCT BFAP/N DPIRAIN,X CPENIX6 o R vnErewinna PPCOYCIRAiEO omw wEBwnFs esWwa...aoral © LINTELSCHEDULE avN,ml sup LExmx ioio AFUM [5R1MY WE um a AmP En V11i wNo mMannE eEiM e i. �ERAMINflGwplpryP M]] NPNNME..P6iDn: vmwEEI1BIGuceev: HE N." - ���nN�,�n x--� CE9CnRR1N 64R EV &tENM16E0. 911EAWnHY. FRAMING PLAN 'A-2.1 s e� vEscRvmx RExenxs INTERIOR DOOR SCHEDULE EXIERfOR DOOR& WINDOW SCHEDULE N n pMY1X%x.J �{yYyFy� WXYFM:IVRER: DESIGN PRESSURES BFA µ FXPIRAiION arx. REN, ,�„�X 6ENNG �oN MNWCi MT@ YE&WIPREWYRFB EeNYR� 0 FE LINTEL SCHEDULE arumt�+mx. �nnvrzr sxeo cRnvnr s W unsr imn uwar '. mxrosrzE QEue Moo macrt Mom m e O ❑ O a - 1 eR%vmxwxe E«w mw ucExve: .. oRnvnxf ��.�XX.� r %IO.R_CTNIIYEERIf NM F,E E N>EXweER: y EEF[EECWpNY: FRAMING PLAN x,.EEV: A-21 INTERIOR DOOR SCHEDULE F @E vxRVE yENEPN fLMXW.H v�vti vrtx•ar Frtawrenunvux UTERIOR DOOR 6 WINDOW SCHEDULE . ryI .. C E 1 UFO DESIGN PRESSURES RCO A u .EA ExV FH MX ITEM ip E IXO EEGI3X PRFF.UR. PROOUCi RAtFA 16X NIE09VRE8 Hittt 1lVIM, Q° . mu reinlo FL11— UNTELSCHEDULE $YMMLLENGTH BiFE CVNIV 1E aFFUFL ovum LWU I3 E LWL RM1IE0 UR11. WNpWRE BFMIV. B e ® o F-4=a 1 L uVv 8 f ING PIFN NQ,Y suiFRAMFwaallr.l.Q bitat Ha for Humanity' Fl ci4?, i REgWxEz L-o-�r IL4 s Gu�i 8 wlzaoGRE{�ee: __ FRgMING PLAN �A-2.1 SITE IN y y Y .3 '�� 3>T 2'-•P ;•'. FS 0d' .. ��. .. , w OPERTY OWNER: LUCIE HABITAT FOR H( NI , SOUTH 6TH STREET F ZT PIERCE, FL 34950 )NE: (772) 464-1117 +=��!l � r• L .ws.f�5atif x"f �.A a f3t°ifr�L t'1 r� - S F� f 1 r' REV: r� .... +' ..—... ........... .......... 1 — L- I y I vu Y rf lrH i. �r�y�,iFY x a t ram. 4 t � , Tw 4 �r e z �3 I cRVED wl h 1 f 55x I Y di u um ENGINF,ERI SYMBOLS USED FOR GRAPHIC PURPOSE£ AND LOCATION MAY VARY TO MEET MANU SPECIFICATIONS �. `r,_0r''imW1 0 'mN DO NOT SCALE DRAWING'3aPLEASE CONTP WITH ANY QUESTIONS REGARDING DIN fN low a x 3i NO Anthony Tomba uu ow,�o e�mx A � �OI��rI99 x � SE3?ZIaI� ram: f 388CA22i0060rT640dr='` ANTFjONYTATOMBO FL, PE#BOOB3Me ®Y1 ?yGr ri� rtrN � � � .y t �, a,s'" THESE D(S6bNIE�1T5 k "GONEIDENCIAI ^' ARN { PROPERTY OF WHOLE HOUSE ENGINEERING U-C AND NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBI WITHOUT THE EXPRESS WRITTENCONSEN.10F WK a F4 � . `i. c "i'bx wS r t �5. Y �F. t. I V t 0. x rtz zz Y t i a - a z .,x I I I I r I t IIoi " , , I I I , � � _�, :", ,�I"",�,,I ,I�, I, I ,,, I, I � �,,,-�, - I I I I ly 2 RRUF ­ ___ ,- I �, ,,'-� , SWITCH - I SYMMETRICAL v I ' TEMPERED THROUGH BOLT Tir RFAM OF WOOD PL OF TIE BEAM ET PAPER HC r.Al , , , ,t� , ,;.�$ �',,,',�Uk4 I. I I, , , t e , I " ,� - I , , � I I �,I�' , , I" - ; , -I I ' I / I I I I o , � I, , - I '- 1 I��It��II � �, � � �, ; " I I x I �, " , ,�� � 'If I I , - el ', I 1, , �I I , � ..... � , , , , �j I,,,I,�,�V; v vI � I 111�1 ,, , , I � 1, I, � ;, , I � � I� I I I I, , � I , " I , � I ,I � I � I I I , � 1 � I, I I, 1�­,W�I,II �e',�JII 'I�I� 1; 1 ,4, A ,,,, I I I I , I , , , � ,, �I, , � � 11" "I I, I ,j I -.;-�"-",­tpwg,n,. - � I I ,I I I , , I " � I I I I ... 11-1 1. ., I 11 �,, 1. I � I , , I � , 11 1 3 - I , ,� I �,�I,_' � , , � - I I I I I " I I , � .� ',"� -�'I� " I I I - I I � " I7'I1"0,I,,. I I �!, � 'T" � ,,,I-,:7,II . 11 - ", ... ,�I, � 'I�I- ,e I� " , .. I :, f I " "I �v ., ,I ,I I ,� I I, , " I� ,( I 1 1 'I 1 , I - _'I""P, - ", I , 1�, 1.t I " �qo "' ;I"t I' 1� - I I I -I' r I I 1 1 � , � ,,, t- , I � � I g� �,�,� GENERAL I �Ct 1, I �_,I` , �', ; I � � I I ­ I 11 -Al I ,; I � I, . I I 1, I I I- j,: �, I , ., � I , ,,,,^- ,III, I'to,',I .1 .I ,4 , I I " I 1?5`� �, I 11; I , I ,'I I �, � ; "' NOTES-,�:" I REINFORCED MASO NRY NOTES � � I I -1 I,�,_,I;�-,�; - I I ,;I _ , i" , z",-, � "'. I, I I "I", 11 I I -1 s'! ,� I I ; � I ELECTRICAL PLAN NOTES I I`-I� ; I-, �,,�Jl�-�?�'ItI �!I ��,'��I,""� 1, "­�,;,I`�'­Iv�X I I . I -1 �,I�.Ng %,,I, r- ­". , I I I ,�, I -_ - -_ --- -_ - -_ -_ 11-1 � -_ -1--1.11 -,,_I� I .... _­ - ­-.1.111 --- --- � ... � ........ -_ - - ... .11111 ­n�g,t--�' � I I I ",I., '' �: �,� I � 7I,,V,I,,-_N,n ",\ I I", , 11 " ___ ,__�', '' _­- �,�:''.� , 11 ,�: - �,� I�',�.'., 'I",�1P,I,1',1,1 I _ 11'11_11111�1 11­�,,:" � I I I , ­ �115 11'�11 _ I I I .� � - I _ . _��,,a�,Nll;ik - ­1 11 I � � ., _____ - -------- --- - ______ --- I I I I � I � ,-_�I,�t�,",�'fI�',_ � I I il I I "t-1-1- ­_', P, 11 ,I I'll, I , ­ 1,11 "I'�,"''I'"', 11�_; � 1111111­�, "I'll" I I :1 I ��II' I . '­�,,�'­T-,�,%,t, I ­,�,,�� I I�, 11'1,�, I " "I " �, � I' , � I DO NOT SCAI E THESE DIR ,.'! I AWING9%,�WRTTEN',131 NS ONSt TAKE PRECEDENCE OVER I I I 1. DESIGN OF THE REINFORCED MASONRY IS BASED ON THE BUILDING CODE REQUIREMENTS t -THE'ACTUATION OF ONE SMOKE DETECTORS SHALL BE INTERCONNECTED SO',THAT I I I I � t" �,, I , I': , tI "I - 11 I,� I I, ,,�,,,, I I I SCALED DIMENSIONS THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR FOR MASONRY STRUCTURES (ACI 530) AND THE SPECIFICATIONS FOR MASONRY ALARM WI LL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UN � I �� , � , �I,1,1'1 'I, 1 11 I � I I, I I I ,,� ". � I I ENTIRETY BEFORE COMMENCING ',,I-., CONSTRUCTION AND SHALL ACCEPT FULL I STRUCTURES (ACI 530.1). 1 2. _,�_I,,,,b,,�; � " ,_. I -_ , 11! I � I , I I 1 CARBON MONOXIDE DETECTORS SHALL BE INSTALLED WITHINAO FEET OF EACH ROOM � ,", ',,,`,' I I� �I, RESPONSIBILITY FOR ANY ERRORS'�OR OMISSIONS NOT REPORTED IMMEDIATELY IN, I �, � 1� . I BLOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTS " I�,I-,��,,, I I 1,�,�i ,��,�,,* -,��,q,g'�,T' Ir R SLEEPING PURPOSES. � ,,,, i,j - , USED FO ­__,,.­,P,'I1 ',,I. , I � �� ,I� �, -,"' -�- I,WRITING TO THE W OLE- HOUSE, ENGINEERING, LLCI BACKCHARGES WILL NOT BE 1 2. CONCRETE ,� ,,�',-��,, " � 11 1 I I I �.;,� ", �xzG'II�, 2'1� " , I � � "I' ,,,,,;',��­ .,ACCEPTED. 1, �.�` ',.�, I I � : � 11 . ,I', I ..'I I"; �,,,,I, , , I I I I 1: � I I OF ASTM C go, fm = 1900 PSI MIN. 'BLOCK IS TO BE HANDLED AND STORED TO PREVENT 3. I_t""-,� I I � , I, ­', ', - ,,.�,,a�,�, ­­ I ,, I """ I LECTRIcAL EQUIPMENT WILLBERROTECTEDATJNAMIE_� PLATE RATING ALL APPLIANCE / E ' ' '' - -1 ,I'�,_I, ,:;"�I, , ,�,� I, I I 1 ?z.,� I 1, � _�,,�, . I I 111�-:, , �I'l I DAMAGE TO AND CONTAMINATION OF THE UNITS. , : 1 -�4�,,g4 ,,,�v�,ill.,­ I I , 6 I;",A,,',�,II�I�I,":,�, � It " " I I I, ,�_I, . 2',', -, , I I I ' - THE GENERAL CONTRACTOR` SHALILI VERIFY THE, BUILDING POSITION WITHIN THE I : , ,", ASPERNEC110.3&110 1I�P� :� � I " 1, ., " I ,�? I LI � `I�4,�i',`_,"11� "'T I'-,' �,I� �z .1 I I , '' " � I'�,�,�, It, -�,,��,�,-",����'���;"�"I'���5I .11, ,_,11'1'� , - '' , I � vll'�, � :, ,;,I� � � , ,", , , l-, ,,, � I 1 ` , I I S PRIOR TO COMM N � SETBACK LINE ENCI G CONSTRUCTION. i'' � 1, ., ", ,,:,�', I jf­, "I"' - ''�"L�,� ,,, 3. MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C270, TYPE M OR S. MORTAR TO BE TESTED IN ACCORDANCE WITH ASTM C1314 AT THE BEGINNING OF THE PROJECT AND 4. I " I � I I I RICAL CIRCUITS THAT SUPPLY TH ALL ELECT E FAMILY ROOM, DINING ROOM, LIVING I � �I II,,�,� I 11, I ,`-II ��31_"`, 11 ",_ , I -III, , I ' � It. -I I - "I ,,, � 1. "I I I I �,�',� ., � , I I IT SHALL BE THE ,RESPONSIBILITY OF THE CONTRACTOR TO: BE FAMILIARIZED WITH ALL AT EVERY 5000 SF OF WALL AREA. � -FAULT I ROOM, STUDY,, 'HALLWAYS,;, BEDROOMS, CLOSETS AND FOYER SHALL BE ARC I ,,,,­,1­ -I I : 11 I'll, , � , EXISTING CONDITIONS ASTHEYARE NOT NE;CESSARILY SHOWN ON THESE DRAWINGS. I , I - TO THE I �­ "I I - 1� I �_ � � I PROTECTED. 't 1_1�, ', �t, � ,�` al,I,�RII'I�t` � , II, � , i � III . . .... .. I, �, -�'k ��,�, ,,� " , I 11 ­ , � 1z I I I I 11 I I � II�,i,� � P, �,,�,, V,�-c , � �,-,,,, - 1�,�:I:,�� '� , , , , , " " - " � ,.,,I�,, I -, , , - , ,, , � �--I, � , ;,_ �, , � I I I I �,,�_,,�­ "'t, 4. GROUT FOR FILLED CELLS SHALL BE 3000 PSI (MIN) AND CONFORM ,,,, " - I ',­ I I I I I ,I�� - I I, I", ,_ - - I— ,y�,I, I, ,, _�, ''I'll, I 11 I ,;, , "I ��;,I�:- . �,k, ��j GEN ' -I � , ERALCONT ,���� I " T , 0 1 R, I SHALLIB'E,�RE8PONSiBLE, FOR VERIFYING LOCATIONS OF ALL ., - ­ I �_ , I, � I I '�,­­, ­ I I'll, _t,,­,. I ,,,, ,. ", _;.,A� kj;*, Lr I i REQUIREMENTS OF ASTM C476 WITH A SLUMP OF 8" TO '10". CONCRETE FILLED CELL MIX I WITHAf OF 2500 PSI AND A SLUMP OF UP TO 8" MAYBE SUBSTITUTED FOR THE SPECIFIED 5I, ­ ,,�' ALL 125�VOLT 15 & 20 AMP RECEPTACLES L11046'.'UNITS SHALL BE &III,­�f,;,,,,- - � TAMPER RESISTANT 111 I AS PER NEC 406.1 1. ik,4,�, �� I !,,;III, III,,,,,,�I I � FLOOR;IIRO0RAND LzOPENIN � PE ETRAII.V110. - ` I . T" �_ , I. " � I I I I I ':�'; ,�_', I I " I I � I �.. I I I., I� I , ,I " I I I - t 11, I, " - 1.,_11 I'll, T".1 I I, - I '', I I I I �;,, ,� ­,'��I_ ­ L, _,It ",,I � _11�_, I GROUT. GROUT (OR Fill LED CELL MIX) TO BE,TESTED EVERY POUR AND AT EVERY 50 � - I , I -, -I�,� 11 11-l"T.'t, JI,4,'�a,,�*,,­ , -,It,,�,,',,,Am,�,,I , I YARDS MINIMUM. WHEq GROUTING IS STOPPED FOR ONE HOUR OR MORE, THE GROUT 6.', INTERSYSTEM BONDING REQUIRED AND SH OISOCTION 250-94. ' 11 � I I 1 5 ­�,�'­` IT IS THE;CON TORS'SOLEz RESPONSISILIT.,Y,,�'TO, COORDINATE THEWORKOFALL _ ­',t� J', J�,� I I L I � I I,_,;I_11­ � I , I- 11 I I .11 _-,,'��,,,�tt��, - ,, �, I- ­1 �F��,?�,k�, ��, I % I ''I - - 11 I , 11 I I lle � ,I � .1 I M I , � - � � I I 11 11 1 I R 31T�1_t;� �_t S, DET' R -IN _*� 'AECTION,PRObit6iJRE,,Ad EbUCINCE TO INSURE THE SAFETY'OF I I � �­ SHALL BE STOPPED 1.5' BELOW THE TOP OF THE CONCRETE BLOCK. I �, ,'� �� , I I I I I � I I 11" 21"', �,,�_',� I P-' - , I-, I I 1, -1, 7 "', GARAGE DOOR OPENERITO BE.GF1 PROTE � �,S _-��v,6,,,� �, 11, . �, �I�, � � ", .1p, 0 YI, �; � I 1 I ag� m" ',; ILDINO; ITS cd PONtNfS"IIANb_'-tRADE BASE:bbiRiNb�CCINSTRUCTION. - e' I I I `� �11 ",'I" "I" ­­ e , �,,;?!,,,',��,I�, 6 ,,ml ,, ", P k I"' - ­­IR I 11 ... � , � � I , , I I, "I I ''-I I, I �, I I D�1,11, ,I, . .. � T, �n " , , ,, , , tI ,� I - , _I,,4�,�­ I '7 � I, -1111, I , - I �t 'COMPLY WITH ASTM A61 5, GRADE 60. ALL STEEL TO BE � ��,'_' I I - I� 'N�I,, 01,1­1 , I " 1,"", ''I I I , I,- 1 5. REINFORCING STEEL SHALL ,"z-, , I � u, I 11'11�1%1, - ,.�'-, JI, q '!��',' �,;�',����":"",,�,,,�,,,,'��.�i,; tI I, �11 I ,eI � I ,��,.�-,I� " "" r­ , ", *f _111-1-1 ,w �� , ,,-, ,,., ,,, �, � ,,, � - .c�-,, � 'I'�,��,��l,,,,�,�,,�",F,I'�,.�',,-����,�,����',�,, "�I"" �. , , ,,I 1111% '' I ,,� C� A, ,;pp 111. � I " I I I, �2'@ g ��Ipqvr, � "" �*"" I 11 � I h, "e, , ''I I I I 03 15k�,',, � ",I II�,�',, III I -1111, ,,',,I_ I�,�­*1', � Ig I, - a �­:,:�III_ , ­f'- ". -I, ... 1 4 , wa 'ARE INTENDED TO BE T -, I 11 , � ,,-� � � � F t I, 1 '1_41 = `DRA YPICALt`;tI: - , - #5'S UNLESS NOTED OTHERWISE, PLACED IN THE CENTER OF THE CELLS UNLESS , � . I I? 11 I RETAILS AND SE TIONSISHOVYRONTHESE, ,W1NpS I 1, I � ,. �,, "I I,, ,L, I 11 �� 1,15 � CITED OTHERWISE. CE LLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERTICALLY I �IPLLIIIVISING NOTE&� ,��, �� :� I", '1111 11 11 I ,4, , ��_ 4ALLIBE� CONS RUED:1OAPPL-6'--rO ANYtSIMILAR; CONDITION ELSEWHERE IN TH I%- , " N I � ',�, I , �1, � I E I I'' a -----� I �_ I r� ---L_-�� I I � �� I �� ,"�11_ " ,I �, It I II tt" " , , � I , IU111�9��It' ` fIDETAIL AND�6k&CtION IS SHOWN., . I I � ,�, I 1. �; , I I TO MAINTAIN A CLEAR L NOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH OF GROUT SPACE ,:,_1 I I, -, , " ,77 1 I - ��, 1 '��I$`�--, �, � I I �� I I I�, ,.�.�', "I `­ ITIr � 1 `�M�tl ,, I I I I - I � , ,, x i I I 1: I I I - ` I - I J,p-, ­,11 " - ­­'�L _,"'I� -, I, t,I� I���' I'D ,,,',,��z ' It, ��, ' , �,_ I, I ,I; I I I � I SHALL BE 4". STEEL TO BE LAPPED 48 BAR DIAMETERS MINIMUM AND HOOKED INTO BEAMS 1�_ ,,, ,,, � I I I �I�:__� 4 �,I:�_ � � � ,, I I � �, F, T�, � " --' I I " � ,,I,,, ""I" I 1, I �,J,� �:,:� l..- ALL'PL6MBING FIXTURES SJ�IALL BE INSTALLE I .' I, 05 , I I I '101 : I I � I, ��� " 11 " EXCEPT WHEIR "AbIrFEREN , , , I ,� ,111, -,,,,,, ,,� ,,�, I I � 11 I'll 1. I p, I III, �, I , 11 11 � '#kn, - � , ,, I , , � , r �� _ li­�'�� , I;'4%kjI � I f, I �',� "?­�`, � �, I ": " , �_,j " 'I,t,�,,'�,% IIII�: , I ­�'tt�l' A 1, ,�, , , '�IT - �OR " �' � I - "I"t, -,,'-,, i.� , �,_I , � � F64 I �I" , , �'* � . I " " '&6E " ,,I 11 I �,,* I z � I EkZI­IS­_RE ONSIBLE',1- , � "", p I I I im�z,­ - W QUATt1,`,",'BRAbING' 017,�"t STRUCTUIP L,"', � I : -, I 10" MINIMUM. : �M �,­ ", , " ,; � 11"It YI, , ",,"� , " , I., I - , ,,I,�, , I " 11-i" � I -1 "t- I ,� I 'I I, � 1,14, z , , ­1 I , I 11 .1111 � � K, -I " I '' 11 _�, 1, 'I � , " I,_:": I ", " I 151_11,�,"'__2 ,�AWPLUMBINGFIXTU E§,,,,,,H THERE , I, 11 II � 7RUCTURALME BERSOURI G,�CONST'UCTIONIt'- � " -�, , , I I I I � �, I ?�, I. 11 IIIII I I , , ,ALL MEET � ­�,,,,,_ - ; ; .I I ­ I'll, I "I 11 - , ,,� �I� "T-0-1114ZJI� , , I I � -, I I I - x ,I I ,,­ 1, I� ; " I,; " , ,�I, � I I ' � . " " - 1, '' ,II� I , I It ,� - 't 'I , " �� - , I�i� I4 Ut��It , I ,- ' - I ,i 4r -,�t , �­ �, , - q4 111,_,,� &.`,q 1_4�, V&!I�,� ,,, �, � I , I � , `­: ,' I'f UTS SHALL BE PROVIDED FOR ALL -FILLED CELLS AT YHE BOTTOM OF EAU" Lit T,T��' I 1z"­1 I 11 I I g I, It �"�,' i � , I � �, ,,, I,��,,� I ... .. -1 ', � - � I , ��,; I I I �I, -'I" ,,, ."'g-, . - , I I 1, , � -,�!,,� " _� I I 0, - , 1V , , I I I � I � I ','� `�",� -SHALL COMPI ,, I C)"L -� * "%', � I 1, I I I I - I I I �WI`IMZ,&� �,,v,I--<,`-'I` 3:�`!,'­"t'OISPOSITION OFIRAINMATER I �,­ I't ��' N]EkAO'C' DNTkACTORS�AIHS )IB" I FOR INSPECTION. � , w ". ,, t I, �',�,4 L, � , , �' � I ,,�, M111-1 -1 1��,,, I,�4'A ,�, 01 � �, - � I 1 6. CLEANO I , , , : I IE'GL ;Ii[L TYW,70 PROVIDE ALL NECESSARY SHOP �� �, t,�,�, , I I I I I I N , , . ,� -,,' " I ­7 II�t�-�1�11'_' 4'��'� 'r�'�'­-,'I% 1,,,,Qi i"All, Itil " � � �,4I2,­-,',,1,;w fi � , I I", 'e't, I�i_ 5& I'll I 11-1,91111--, I'� I', I I '_1jI`1`II__ ,I', - I ,. W IL-1 I � " I �� �,+ I I I I I r, - I, "�, � II MT ,',��T �, I I I 4%,1,5" .-",I Ilr,_�­I �� qGSe� INDOW! I'�- f 14&0-'�4��`HbOSE ENGINEERING, LLC FOR REVIEW �-" � "' " "" I I I I I -0 y": 1� r'I, ','i'� I - t,,�', ,� , , "� ,,-,I,I �booRs-;,',, Efdit�,,'f "" I �11�� 6 �I, xt,' I'�,K , , - I I�I­ I �I '%_ � 11� 1, 11 ",_", -, - ' ��,' - --I - I I I 'W0'�­-- �, 1-1 - I'll " I -­�, , 11 lc "'?,'-'I', , ,­f­ , I ,,,,, �­P� I , I - , ,"It I� ��, I " _ -�-, �,� I , _ t , -`,-,� S' I ,1 11 ­',, ,� IN 11 -, � -a I , �� � '4 pp , : '2 _,�_ "III' "'I" I I I ' I w ,��' I � " � Ii�, � I,�� - , I" 6 I ", -'I-' � 7 I I , , , - I I I _�,W �,,!I;�i,tj I I, I , I - ,,#,�,t� �AA�, I )PR6VAL`#�6,,1M*` I- 'RI,, � -,,III Lj�, I, , I- � � I � ', 'I, 7. MATERIAL CERTIFICATES SHALL BE SUBMITTED AND APPROVED FOR THE REINFORCING,tT fjI�K L���.�",�":.,�,.�4'�',�,Vti4ts PENETRATIRC ?""." � �`, I ,t, ,I , ,�t I '.j �,,,Uv �,�i",;I,,�& � I .. ...... . �,��,I R�' It �, �,I,,,,% ;, ,,�, t 11 I", A-:T, §'� , , , - , �,,tkkOUGH A WALL zb 'A J INING T�_ �',: � I I I ),R,�%;�,I�x�_ � e� " r'­­­",r"­ , I , I , , OJJ7_�,V_ Ii-%�4,RI�i 'e�l - -11' ­�' "'I"'al, STEEL, MASONRY UNITS, MORTAR AND GROUT MATERIALS. � , I N- --hv .... .. I- -,,,,,�_ I I I ­1 1. - P� �, MU A ,A , , �4 "U"', , , , " r, , l, �I, I � "S, 1', ,,,��,!'�� "' , I, , �� : ,, c, , I "I ,-,. , " Man .I "I $�) NO D( - ;�-�,T;T, mm","%',�I , ,4 -I , k I I ,t__, - , , I - .-ITt' 111;1 ­g'11VI � - �� , , , I � � - m,�(*,'� I:, ,� RE 1, ;,I,;, '' , , ' , �,,�:���4,�",,,'',�'�",,,�,,-�'i�,�,-,':�,�,,�,� �I'' �',,.,d�,Iv��,,_ _., '�` v I ., :1 � , I �K�l � I I 1W1.4 1� � I , - 1. , I I - I- I ", I I I , " " R - , , 11 400 OR,9'SHALL'SE C ),AND WEATH�R,STRIPP D.,`�-.,II, �, ,�, � ,;��,I` I�,'TT14,0114E k10' A13OVE -GRADE PIE F.B.0 P3103.6 ... , , vk : � ��%, '�,'& �1­1 ­­,'�*­,�� �It.' � �, I �_, , � , , � I - I I , , I I :11 - I I I �, � I � I I � � "" I- - * ,6_� I , I " � , - - I I,, , , a ,,,, ',,I�,- � 1,jj,',-I�','-II ',,I 1,--,,��1�,��,� I ., �, I B. WHERE DOWELS WERE NOT S MA�"�'�`��`�""`I"', I � .. �111,e '' - -- 0�_",Tj�r"", '­­�_, I � ' - . I ", .,I ,,, _- - I , , , -, � PROPERLY PLACED IN THE FOUNDATION, NEW bOWELc ,�_ 1'_­1',1',e,t,­ '%IIII,�,""', -0 , wl��01111111"�!� � � ... I I ,� I I I , � � I I lm�, T, , I I " ' " I � , 1, � F r.��;�-W,I-Td lt�,�,�- -, I- I 1, �� 11;­11 I I t, - Ii.y I OWMI�WlYAIN�: lcb,ING!',",",,� ;I_;­':"_�`,`I'I�� I'' �� 11 ;§ _`SERVICE� AREJTHEePROPER OF WHOLE '�,�I:t I . BE DRILLED (3/4" DIA. X 8" DEEP MIN.) AND EPDXIED IN PLACE WITH "US ANCH ­ ' I " HESE�DOCUMENT il'181D �11N'l I K, Ir" , - _,",­�:,- 5II"'CONDENSATE DRAINS MUST.BE A MINIMUM I I I 11 I'll, ­,_%� ��, I ,�,, "I k "', ,ps,t � � ; � � ��::,Irl 1,11i"', I, "' �, �,"I't , I � I I � , , ;AA;��IIN;�!!11_ ", �� ,, �" �_ " I _', � _4i�',11,,��', 'I i �,W , �,­ ,.It I - �'� 'hlvtl�;'*'�� I "_��,� ­�_�;,��`, : " � .", ,- - I , I !-I,,� . ......... � I, - - I_;,� ,,� , , "I �-� � , , ,�_ " , 1_11 I 1, I - i, z �10SED Of� REPRODUCED. WITHOUT THE , I �� I " 1, I i ", � 1� = & � i;�� � I ULTRABOND EPONY'. ,�,,'W5 , I I , � , , , " - I - I I �00 t I ,�,Mmi;��,,',,`�Z, I,, , I , I 0 _S I I �, I N` "' I I ", tI � XHOUSE§�ENGI EERIN t"�LC',�AND I I I I ,_ , I _ _ - I , �'11�6�vl� , I ,,,,,I I I , I � -,, ,, '6. , WATER SERVICE PRESSURE. RELIEF VALVE S B 01�607 3 -,",'' I 1, I I � I I � LC � - I I " "' '� " � �t_,�V� , � N�IENT OF E,EN,GINEERING, ( , I, ��Il Ir,", ,I� � I I ''I, I ' ,���,.,����,�,�,,�,�,�l-,,,,",,��,,�"I I ,-,,;It_,I�9,`1 1,'�&j ", I I,� ,,III - r "", t , , I I ,,�,ek� � , I ,�� , I '1`11e, I'll ... ,� I I w �,, I'm , m, �Ii`rl'11& "I ,: M , III, ,I " � , , I � I , 11 I _f1K,1IIC. � 1, � , 1`11 I I, I I _11-A rg,,,�� "At S� ';4��,,* , " I - II� I- , I UST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON���'?<�,!,',�,",',','�"','�'� t,�, " "'': ,,-_ �'!':�' - I ,ag i ,, - I , , - P,W �,,�'�,,-ZA, �4_11111 , _ AN &,""V "" 1147"t 1 " I 1 9. SHORING DESIGN M "'I,­�­��, , I _�� 'I'l- , � II , �f�,�i" I, , I. 11 I�I!, II i �.,.Ilt�� I " P 11t, II-11 " ,,it I I � I''Ir-I '-II �,­­ II I ,,,,� I I " ", , , " I 'WH 0,4 T;'VALVE i LINI51&ALL COMPLY WITH � I ��,I,I � I" III�l '' I 1, " I - N il � , "'. ,,,�', 11", It, , 6 iI�4 �, , � " � %� ', �,,�,�I, _,-�,`�,��-0117 ',I­,THE1:CONT LAILL' BE RESPQNSOL�� ALL, REQUIRED BUILDIN I I STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE bKAUINU " ' ' , T, . . � � ,T,, u ANU I ,'I, I 'I,-- -,'I, I . I � I � �II - �,II � ,, �'; I � , ,,-: ,, " . I I I '�I�Klll ","I'll I I I - " %, 1 , ""' , : jr�',,�'� � 11, I., �,, "'9000 r' _, , , � � I _:�_`r: " I - � -31,I­ ­,�,,,,_'�I ,In,',5� � ,�, � I­,�� V� -,"m ��, T'_)7 ­111I, I- , , 11 .��r�T,�I_",,�,`TRADE' ERMI TIVEiCOSTS I ,'� I' I I I III I "I J' i I " - � , ,""I "I , I i ��­ I "' � , , OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TO`,�` -: ,�16,,'�,,�, P ITS Akd� '6RTHEikRtS0EjC­ [ " I',""', Ij, �­ I , ,,��,n, _ , I _­ " �,4� _,�It.l ,A I-- "I'lit, 11 �­ , I , ­111111" I I I 11 I I I , 11� *Mp��,�W, "I , 8` FIXTURFSi,LAVATOPIES AND SINKS SHALL NI UM16F 4" FROM " ­ d, , ,)A W�II 1, I I, k"It., I, , [" ;,,Q�t ,,,�,,�,, , '1�1'1p_ I 11IMI-11-T, I I I �;­ 11 I I'll, . 11 I "'. I , i, I '4�, I I I , CONSTRUCTION. ,I7-, 1, - I M�', .... ��,"� - , ,'��,,,�-�,"�,�,,i��,���,�,7,�%',,!��,-,�,�; 'II �, � ,�Atm_, _ , . , 11 ,I� I I I � I I .I , 11 I - 1� I I'I,�11111 I - _i� � il'w , I It `I�0"54�"' " - '')I, FINISHED SIDE WALLS, WATER CLOSETS BHA NIMUM OF 16" FROM � , - ,iIN,6'�,,,-Cv�I,',,� , I 1�1�,_11111_ , I P I " I I � II A I, AV ,_�_ I �: , I "��11111" 11 R11111 NTENT I , ,r,'n, , ­�­;I/o�I"I'I'Irlitz,� E� IAGRAMATIC'AND APEINUNDEb TO SHOW THE DESIGN I I - I I �9' �4,' ,'��ift�, ,�,!',_ ,-, , ,, , I 'IXTURE (18" TO I I � a`111, _ I , ", ,,, I 11 '11V ,,,I r,f, I I, I , I � I I I _!%�` �,AII "�',iI,Iit�"V-'�-�,`ONLY W'&R_DuAiL'��Of, CONSTRUCTION. ALL TRADES ARE I I , I � �', ­_'Z'�f',It',"��ttr � ' �, FINISHED SIDE WALLS�OR TOILET PARTITIO 5FJi , '.. I � %:�,z Y IjI�2 -4 __,4',, , , � ,LI��-�p Ilk I 11 I I I,I�I 'w I " 'I, I ­;,­ �,',*f, , Do N T SHOW EVERWk N I � I " �_­I , ,,,, I ' 'M I :D�, q � I ,�,,r, K I ��,,Il ,��,,,�i,,, y I I I I I 9 ,I", �� I 1�1_ ,1111111- ;,, z,IO I— � � "I, I I 'P�0"� � �­ (;LNTERLINE FOR HAN I j1 I 14 �� I" I �;I­ `,'TI-"'1'-," RESP 13LE:IF F JRNISHING.,,tOMPILETE� BUILDINGI SYSTEMS AND ALL ITEMS THAT I I ,,�,,���'�$, bjdAP FIXTURES. %Iv Q., "',�tI'­'I'r ­ I ­ I T11, I '14 , ,, ,,C 11 , � , , __ � I I " 1, c " - I, "IN, I I I , :��,_ ­� I I '�, -0 ", t". '., I I "INCI - I I It � �I �1 , I ��;�,� i - t L '' I CONCRETE NO ES , I " �!�,� �,,,,a'; 11 � 1�, I -i","I It �`,'�%R,'�,,,,�,n,ftull M It I III �I�,,In I,_ I I � I i.A 1,�'r,,,�,%�!�`l ,��Ow H N R AL bi 66Ns&Rm DENTAL'116 THEIR INSTALLATION _______._,___ I I I I, -�,,I. I�1_1 -W�; , I , , " I I Nt, 1'�I.I�,� rA � ­ , - I I I I I t , 1, ,'�3 It _�� ­�� ­ , � I - , :� , � :1 I, � ", "p I I I I �I,l ,,�_ _', ",W4, � I t -,,,, I 0_1W I I I � , ,� I I I � , I � 11 ,,,, 1, 11 �_ f, I -,:A,,��,1A�:, , I 11, I 11 ,-_�W , 5 �'Q� I �IiQRI` I - - - I I I � Iplx"�tv�&k, � I �, I , I I �, , likI- - 1"� lq� , 'I, , , , I "I � , - . I ,s,I�,,, I �,'t, �:N,,,�A� - , ,,, I I � I � , , I ,t,� I�,� I I � - jj:��,- , "' � , 1_1�t'I'_' ­,­ I" � I 1 ''I I I I , , I "� I I 11 I I 1 I I I , , , I 1:1 ,1111 ,, " ,� 1� , "�, � il ,",,A,,51,,r1.1 �-",r ", 6 I, I', I , I I I I I 9&,,*,�.",) `;_�, ��,�,%,, I _R N',;'IP,I,4,m,t�" I- ,,, , 5 I ",I, 1� I . ALL CONCRETE TO ATT MN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI 11 , STRUCTURALME,SIGN ST ��:,� 1 11,11, ,,p ,g�2 1111� � 4 11 ,T,IIQ!I, � _$Mn'��,,,�,h,,�� � , , . 0',,�'��',,5�""' �%',N 11 I. � , , . .'' -_ I I I - -11t, ­­1 1"xn'j�,,,,,��,Il, � I , I �'Ir, I I 1, I 'j,""I"�', `4, � �TL' _,­`�,t � 11 , �, I" I ,,, � � T'11�, ",I , I, -;'-'-�, :�I,,,,, I �, � �al�',,�, 11 I I . � " , ­F �Tf,,I,�� ", - t , '', , I ',TI,�Iz' I, Itk, �,',,,�.,-",,,-,,"r,,,,"�",�""�,�', , I I 4 I , , I'll _ES TO BE CLEAN AND WELL GRADED, 1-1/4" MAXIMUM � SIZ I , � , � , ­I,11.&;� ", , 1: � � �t 28 DAYS. . AGGREGA: ' � �,, I 1: 14250,,u � I LOOR PLAN NOTES �`­p k�' r, , � I , W, �,` ,,,���"-t,�-",7i�o,,-.--------- � I,�' " I ,� � I I - I I CERTIFY THAT, TO THE BEST OF MY KNO ��j�,, I, , , "" ,I­�,,��`,,�, ... ;II,I,`R�j I I R7 I I � ... I ... ... .. I-- ____ I't 'I� _4�,',, , I- � I I li�� � I .,-, I : , I .&I, I , , ­­ ,,, I, " I .5,y ik I I ,, I I , � I I , I M A4, - - , - `�,f�,, " I � ., 11 I." III � CONCRETE SLUMRIS TO BE 5"MINIMUM TO 6" MAXIMUM. 2,500 PSI FOR SLABS ON G -11 I I A, 111111 I : I I I I ,rl , , - - , , � �,,n,§, Agg X,§�'Akb�D�",-,7u�,�,, �,A&;,Ir, : � i, �, I I ,,I " I , �t, �',I, III �� I . ... I I, �,' ,�,,,��, I? -,-' �� zt i'�,' 'U" I , I,,� _,", " ,I � I � ,-,I I I I ,�.�,� ;g!�'��%, I I I.. I I �I I ,,I, , t I -, I- I , � I I. I � I .11 ,e I ­;". Y,,,I� , , 11 ,,'-"i`.�I,�.,­,� ... ... V", �,I . , ""I", 11 I I "; - - I'll IIII��I�- " �,,, i,111',"�A'7, I� LII:� -� I '', I I . � I I I ; � , FOUNDATIONS. I 11 , ,,, , , "A � "I" , ; I I . ,Ttz,; ';qw.,�tIi,, I I - ,i:'�, �tr 11 � I I I I I '� I I I � 11 ',I � � I ,I, F THE BUILDING � I ,,.�;- "y'-". I - - �_ ',�' I o,j, I I I I ­:, I, �1, I " I " I I-�" `,j��,,� � i I I I , r, �, ,'��I,t - 7 , I I , �,t,�,`T�� I`�l �,NA I U L ItI :ft­ : ������,�,�',��_,,;,_'��:1,�,�,l�" 11 STRUCTURAL PORTIONS 0 1­1 -�,I­ _"8', I, ,, 11 I , � 11 II:I�l - "I � " , ,I ,,, I �, , %",,""'r�'zt I ,_""e I I ,�,I -, _ I I I I I � ,,,� ,.,I, "Ill _')�,I�,,,�At, I I,f�,,1,,F,'I � I � "I'll 1, � I � , _1 � "NAP, I "I I'll- , " ,'PI'I'�-:I; ,,I� �, 1 �'4�,', �, I �,, ,I I ---- �_ 1111,�­ "'I'l-', I 1­�­' I - I I I I I -,� 1, I I � I I - ­j"I,,;,'­ , , I I , � I �, � '- -,,I, , "' �� I � ,I "", � �� 'I", Ir I � ,V`�2 � I I _,,"`z�":, ,�, �','%�t'_"�It::,�� I I� " " I,,�,', , ,,�: ,I �, "' -1 , , 1 1�75, " " 7 �, r%_ ­ I I I � I I '� I" I iI - I , 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS: - T S &RE TED � 1, - , � , HOME I&IJESi6NED TO 66MPLY WITH THE NATURAL VENTILATION I I I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTSI;,SYST _1 , I I I'll I I � ,71, ��, I , � II'wl � �-,�, �11, �, , t�, I CERT11 T ''I I I �,,, I, ___ -Il,�� �_� 11 I � ' 1, ' I " " ��,�AII _, I ��n,,�-, REQUIREMENTS OF SECTION 40 1 ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WINb,,LOADS AND FORCES . �- '' ", ,,� ., � I � " � �� I'! , i I ­. e,"I, "�,�,_"_I�, II,� I 2 OF THE FLORIDA BUILDING CODE, MECHANICAL. STRUCTURAL:PART MINIMUM COVER - .� . �6�'a I I ��_, I 'I "I . li I I --.--.-- - - - --- ------------ I ,I I I - I SPECIFIED BY THE CODES LISTED BELOW. ��' I-, � I,,,�M­ I�- �;, I , I ',,k R, ., I I ;,�',, ­,­�,,'­,,�,, � I , 1 :�i I'' I I I Q� F-11 � '' I , , I ,, ... I I I _�, I t " � � I I I FOOTINGS (CAST AGAINST SOIL) � I ,,�tt 11 I,,,,-`,-,,A4v � I I�, I I "r,,,, I " '' I. _I' "I I ��:�i":�,­,, I;-,�'I' ,� I.I, :'I I I � I I'll I I I I _-, I I I I I I � � I � " �� , ," I �� ,,; I, z- I � I I I 1, I I 1: I � I I I " I I 1�, , - I I 11 11, 11 1 , I I I I ,I, I I I ,I ,,I ,,, -- - ��,� � 11 ,, I I I I, I I , I ­ - � ­1 -- ­- --------- -- ­_ I � I I I , I I If i 1� -, I � "� "c', � -, 11 " " I , ,, � I �",R`I-"I­,�;,', I , � 2. SAFE rY GLAZING � : I � STRUCTURALPART MINIMUM COVER I N,,,I�-,,�,,u�I�� I " , ,.I_,,,�� z,,,,',',I,�,;), ..... -1-1-1-1 __ ___ ­­­ . ..... I_- __ li . . . - I 111�111' 11 , " �11111'1�,L, `,� � 11�1­1,i,­, � 1: I I � �,,� , , , ,,,.; , , V� - � II, ��.,"�, ',,,,I ��4, " It, - 3- . , , _ I E �111114 41 �, I ','I- - I _,,�,,:I� � I � I I t ... ,'I, ,,,I - Z �.-, ­I,�, '-, ,'Al_ I 'IT ,� - I;,, FOOTINGS I, � . I " I , 'I ; I " 7, � I "", "I, � I I�,�_`,"?"',�,� , ,(CAST AGAINST SOIL) I I :I, �­ ,,, I I , I � :,__'."�_11�1��' � , DEsiGN PARAMETERS4 ASSU IONS"" I I I � , 11, � ", � ", "��,"'�A' 'ALL GLAZING Il �SLIDMG AND' SWINGING DOORS, INCLUDING SHOWER AND TUB SLABS (CAST AGAINST SOIL W/ VAPOR BARRIER) 1-1/2" ,I�r�, . , ,", ',�V,'I_ I, � I ___ ", ,,�,, ", I � , ", ,�,�,,�, , I I I 11 I ,,, ­ I, I I ­,�,,:,II�� �i,"�,,,,, I I ­�, ENCLOSURES, TO BE SAFETY GLAZED AS PER F.B,C. 2406.4 & R308.4. ALL GLAZING IN ANY SLABS (ABOVE GRADE LEVEL) i.3/4". I I I I I CODE EDITION: ­'Il��-1---,,,,,, ' ,�, a,", ,,,�..'I1r_,,,-,,,,P;, .1 1, ­i '�� ,I"", I - 11 11 .- I j%t I - - - -- ---- - �, :" I I,� � I c,,�,,�­ - I I,�,,I- , , `III�I :,�,�'�', HAZARDOUS LOCATION OF A BUILDING'WITH �SILL LESS THAN I A.F.F. SHALL BE SAFETY BEAMS AND COLUMNS -1/2" 1 P 1, � ----- - --- ------------------ - ------- 1,14, �'�'��I, �, - "�, ��, �� . I I ,:,�j I .... _I,� I I , � I III I II, I I 5, I � I -_ ­_ ��DI,­­­,,, '. ,�, - I I -_I ,I �� �:, _,I� ��I I,�: GLAZED AS P I I I I I I , - � I I _� , - 1� I Il ,I'," I - El FLORIDA BUILDING C06k�t �, - �,.I,'111 , �11 �, [I 1 , �i ,: I I - , � _� I" iI�� 1',�: I ,,, � ER F.B.C. 2406.4 (5) & R308.4 (2) ALL GLAZING WITHIN 24" OF AND PARALLEL TO '11.1( " ,IW'­1 I I �� 11"'t "I", I I I , 4 � I I I I I �, �� 11. , I,�­�� I I � , __I I I , ��,I'�, " ,�:,,�r,-­:,�,­ , L -��, URE CONDIT I, .4 , ",'I Z. : .1 ION I ,,, ��V ,M) - I `� ' " A ,,, � . - � I I I I�:fl_, "I DOOR SHALL BE TEMPERED. - , � �I,-, 3. REINFORCING, BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEiEC EASCE 7 (EXPOS ) , � _ p � - I I �_ ,�, 11� I 1. �-:�o I" � � ,, - I r � - I', - -� -1 "I � I11,11, I I I , , � I ­1� I�I'I "I I I , � " I, "j- I MEETING A.S.T.M. A61 5, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED, I TYPE: �M-Tvb ,�. � �_ 1, , " � t � � �J­ I ,,,I , - "I, - -"- , " I I , I CONSTRUCTION , , i� �, ., I "I I I I I I � , I - ,I _� I � ,, '' . , ,,fl I I I � ... R3`,' I I , ,, �.,,I?7, 4,11 I I 10" I � " : I � � " 1 �, I : I', .1 '' I I �, 33.. RE BLOCKING �, '', - ;-,,� I-11, I I , " D IN FORMS A�D SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS ,OCCUPANCY CLASSIFICATION: 11 ` - ­,� �j � � " , , , z I 11� � o I - , --------- - - - - --- I . ........ . -_ ---.-... it '' �, SUPPORTEI I I I r" t-1, I , , I, ,,, , 11 � P,& , ''I 111 I "I"T I , � I - I I 'MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE I I I �",, , I,- -1, " , , '' OF THE I a I, ,- ��: I, '' �: I I I I "', - I"' I �_ I I I I 11 1, I I I , � I , I , It � I I. 1'�, I I I � � I I I B�TDING DESIGNED AS: �,`? v � I � - '�`7 *'­"� - , " ­ I PROVIDE FIR I E BLOCKING AT ALL CONCEALED SPACES. , � , _�' I I I . I STRUCTURES. A.C.1, 318)1'. 1 1 - -PARTIAU-Y-ENCLOSED ,O ENCLOSED 0 OPE�W,'�,�, El .TESTED (WIND I ., I � �',�%��"'_%­" I -1111I� ,;_'.III-'-' j Ir -1: ;,�,, IT I ''I I I I _. I, � W,t,T, � � t,`,,-�n�,,, �,j, �­ , � I , , &11�,_"_�, 1 I -, ;'/:I ,,� " 1, I I I "", � , I , - � _�� 11 � ­ I I I-, I BUILDING EIGHT: I ��i�' I � , I I__!z_ ,�,­:,� I , �, - I 11. I, 1 4. LAP ALL REINFORCING BAR,SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL TUNNEL� I N�" 6 I 0 I I I � 1�, I , I 01, "101- �,`�, 'I'm , , "�' �, �,�� , I, 177,, � : ,�, , I 1,1001 1-1 " I � ', �il,�e I� � - ,m�_14, �0;�, � �,*-, It�',',­j"�­':,?II__ ",'�­Ij"��'I' � .1 A 14. SHUTTERS , ,�- ,7 " - �Z� I , _� I I I 1, ��7:*��. I �'N_ ", � � , I I- , _�, I V I I I ,,z,�rikqit "; I - �_, I � � I I '' , -, - I . � � , '' ", I I A'I'f I "T� i4 � , t ,I , I � A_11169t?'d'­, il I I �'. - " - , , I I _14-0­ - � � el.w��W,Pti, I 11, , I �,,� 11 REINFORCING BARS 5 BE SECURELY WIRED TOGETHER' IN THE FORMS. TWO-WAY I � M 5 6OFT. (ASCE 7) I - : I I" t, )­%, I I I � I ' -- I - MATS OF S ,r"I'V11 , I'll, , I 11 '' / 1 .'�,',zp4ml I �� -,j�, Zt, ;_,'�'_��Is� FMWSH ATW TEEL SHALHLIL5 'TIED AT ALTERNATE INTERSECTIONS 130TH WAYS. PROVIDE', � I i� I I " 11 0�1",,I�,'� , I I I I, Uo I ,17M , ,,�, PTED PRODUCT APPROVAL SHALL BE PROVIDED AT I , , I '73 V, _� , , T, �- -1 I ,I - - I I . I "I I- , Q > 6OFT. (MUST USE � , - � 11 ,, I '' "I"'I'l�_ CORNER BARS AT ALL C�RNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY 5 I, , , ­I� 04,,,-��,;� " I I ��­,II , -1 , ,'ONII,�� -1 - 1111.1-1 -1 ALL OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT DOORS AND 11 _ �, t, �I, 11 6 , 11 I '' I ,�� I 11, I I 1­1 �, I 11 I I , �,�,�" " � � ' I . I ,,,,, I ,� I � I -,��_ ��,� I I �, I I - '(30' 1 MEAN ROOF HEIGHT: 1­ � I'll " , - I , ".11 � I �, _­ �. 1, - OR 1 , I � A , I )o�WINDOWS �� I I I I . X5-O' EACH WAY) U �t8S OTHERWISE NOTED. ,� ',�, ,,I,�_ z � I I ,I I ., ", I I 1 ,� I I __ -- ---------- __ ".", I - , I "'; "A' I I I ' � , " I , 11 , , '-��,,# `*-,vo It, , " � �' ", ,,�,i 7T, � . " I �, I ,,� , � - ,,, ,I " ''I I., - '' �, �5 "I% ,�­ � , � I -1 (FOR LOW RISE BUILDING WITH SLOPED ROOFS).7" 11 - I I�I, I ' ,I - 7 � ,I, ,,,, It Im * �,,, I ,,, -, ' ' � " I I I , 17 I, ,,� , I " " 1 I�_ I I I I I , I �121�� " '. �� , I_t�,I,,,­��,, _', , 1_1.,",�_, " I 11 , I 4 I] ,,,, " 4 ,,,", I �`,i �­ " , I - , I I I 1 ,&I'' ROUGH 6PENI S RISK FACTOR: J- ,�, � �,!," % -II, .,e "', "I I I I 1, I . I ,. I " � �,�,, I _,_­", � - - I I I ��', T,7 � , I", I - ,; ."', ,�k ,, ", In �,T,�, I, , , , vk, 1, 1�1 It I I I , , I 11 _ I WI: �_,� ,Itl�,�., � , �I Il��, I I I , - I ,,,, , I 1, I I '' , 11 I - I I I � DETERMINED BY BUILDING USE / OCCUPANCY, I It " I'll, I . - I 11 OW �:-'�'VERIFY�',ALL ROOGH,OPENING AND MASONRY OPENING SIZES WITH MANUFACTURERS �,( t ��"'I,V'11'I 11�i�`,"�,�":.;,;­ - I , � � - I 1. 1, I � � , ,,,�,l�,�,;"t"""�,',�,,,,",�",["": .1 I , I .11, I'll, ,,*, I FOUNDATION PLAN NOTES' REFIR TO ASCE 7 TABLE 1.5-1) I6 , I,,�-, ,�,.�, CT SPECIFICA: -IONS. , , I , . I,�11� I 1 4j;, � I ?I�'� � , ��i`-,tt,�,,,w _1'11K*__5 i-..,'�­,, �: I_ I . I I- � rRODU I -p�I,'i i - �";,,� --- --.-..-.------. - ------- � � ! t I � I , ��,:­ I I � 50T, , I I.,. 1, I , I _�, - - I I I � � �A, I 1, ­ , IIII, � I� I �.I. " "! I INTERNAL PRESSURE COEFFICIENT: , : ::: _, �;c�1'1�1�11 I 11 "N �,,t�, ,, I I, I - . � , � , - 11 I ... :,'' - I I 11 I _,�w 4 I " " - � "I I , , 1% -- �'(`-;N�',;,I , ` t*, ", SLAB ON GRADE: I I I ­'�,,,­,,,'I,,��, �"I I I ,�-,I ... �', I "", , Il-, � I I 11, I Ii�I� f,II s� � , I ; �, II� ,I<- I I - - , 11 - I : _,� I I I I SII� ,,V'4�,�t' "I Il�", , . j , I �,� - ", � I_I��,I,, I, 'w" t� I - ----- - ___ (ENCLOSED BUILDING), � I Ir I I ,,, I I � ,� -, I,- I - ' �, �,�, ,"s.v I I � � ".6""t, EGREI I , , ,, 3, , , I . I -�,' �� -, - I,� " -, "' �, -1 I I �� I _ SSWINDOWS. I I -: " �, 000, ,'�, I I I � , 11, 1 .. ;,"I""11I, I 1, �, �, - � I . I - I I I , , _ I I � I;- I ��,�,I­ti ,,, ­ � � ,1 � I. ..... �." , ,� ­�11,��, ,�� It I - � � 1, It I � I - ,� --;----- ' "M " , - I I I I I 11 11 I 11'� n�g,., I -I", I- Ii;- �,, I, ", I I " I , �� I I , 'I I , ­� ­ 1, � � 11 'Ii,I,�­, , � 11 ITY PRESSURES: I,,v.,4 ­ � -1-1- ,. ; 11 I - I I�,, � , I , , T� _e,', - � I � BASIC WIND VELOC 1��', - � -,k, �P" , I -,- I � II I �- ": 4, � I .­ I I I I I . I - :��111 , - -� ,I', , , � -, I I 1� I � 4" THICK 2500 PSI CONCRETE SLAB WITH 6"W' / W1.4 X W1.4 WELDED WIRE MESH LOCATED IN - I , ",:I_':. WINDOWS SHALL k'I' Er WITHOUT THE U � --.,,,, - I " I, I , �_,,,� I WISE �' " I,_ . _ I ... I I I I I ,�, I ,,II I. , I ", � EGRESS OP RABLE FROM THE INSIDE SE OF I ,W-T - ,'�,, _', I I 1, , - ' -j,l I � I , " - , - � � I '-V'ON CENTER MAX., ON 6-MIL. VAPOR 'AVE BEEN �,III I - � I I . I_'I,'_,_ I , �', THE MIDDLE TO UPPER 1 G OF SLAB, SUPPORTED 3 1 RE COEFFIC16A, f, 16'�­,, __ -, 'TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 20" WIDE, I APPROPRIATE POSITIVE / NEGATIVE PRESSU I . , I I 'I', 'I'j,' ��;,II ! , I I I "',''. , k�_ 'COMPACTED TER ' M-A_ IN WIND FORCE RESISTING SYSTEM, I I .i% 1, , , _,, ',_, MITE TREATED FILL. DESIGN SOIL BEARING I� ? I,'��`,� , �� APPUEDITO ' AND BUIL6j dENV �, ; -'�--, � �, 4r� , I'�' BARRIER, ON 1, 11,­,�, , . LOP ATORIES I �_�'__ '' I" i ,'I ­ " ­, I- 91 1 4j", I,�, _,_, - T, " - I , `� I­�, ' , I— - -, � !_,,� �� , I I � , - , ", I ; AND MIN. NET AREA OF 5.7 S.F. FOR 2ND FLOOR WINDOWS AND 5.0 S.F. FOR Ist FLOOR CAPACITY IS �2500 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIR - , �4I I ... I I 'I', I, I I � �,__. . , - , " , . ,", , -,-,I"!,,r"4�A�. ��,,� " - , ED TO MEET 2,500 , ,� , ,, COMPONENTS AND CLADDING, AS A ` �I �m'� ,,� , , �j - ,�_ � � , " - PPLICABLE A�' - ��-&.'� � �, I I� 4 --Y,,II,, ,� , - I ­, � - �� -111, �,I_Y , , , 1i ­� � tl�l ,�, I �11 ,�­­ "-Ir ,_ I WINDOWS. THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH AT I I , I __ I ,, I I I , ,.,'�� _ .- I I, ,�,, '- ,_ PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER. I I I I I . 1, I I ..... I'll - I 3 . � 0 'i"". 1 54" A.F.F. MAX. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED I 11 . "I 11 I � WINDSPEED 160 (3-SEC.GUST) BASICVELOCITYP I 11 ,PSF , , I . �,�­I�,.�1,1&�." ;,"', � � � I I I I� t;;'. 7 1 . - 1%1I­111f1I-1'_', LESS.THAN 24" AFF AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A , I I I I � I I I � I, Vt�,,�-,,�IRII,,-: 'A, - � 2. CORNER BARS: I - I I I I W n, ,I -1 _k , M,� �:�, , ROL'­­-' I HAT COMPLIES WITH SECTIONS R312.2.1 AND - --- _____._____._____. I I NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, : I I � � _4$, ��,,,�ONT I- I - aj,'_TTI�,%Ii, , ,,, "�','�m__, - WINDOW OPENING.- _­ � , I I GARAGE 1 ,-,,,, ". - " I- - ,� � .K,?k -1 : I � I DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON t I- -, - ­ I � , I ,�,42mv!7AIN. ,­, �� - R3122. I I t� � � 11, ,., ,,, &__'I�,I ��I 1­111-Y T�i I �.','II� �� 4,750,U !%-, "", Ij , I I I I � CONSTRUCTION PLANS. I , " , TW�1` ,_74�p -1 � . I , -, ­ 11 I ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING 1�, I � 1, I 11 11 , I L 7 ­ I I., 11 I I ­1� � I "I. I I 11 " I, 1w R, U 1��, -It ­ I 11 " , Al,�',,Ir ��, . , 6 - , .,��,;,�­__, I I ,;,,;, -� " I I IT- 114,�,�-�,- I, -I ",` , "I -l"'g. I 1 1,`­,;_ 1�11 I � , , .I'�>,_ �, CORNER BAR 3 W1 A MIN1111 UM LAP SPLICE OF 30" (48 BAR DIAMETERS). I - I I r1w , , , I I I"..","'I"'I I I'll I , � , V���11,` " , '' I IIT,',��,I�V' I " , I', �,,� t , I ­ , - ­�i 1'� I, I� ",'-� � I," ,�� - � . I 11 I -- -,"'Tj, , I, , � 7 _:�l �'�-."­ 7. INTERIOR NON-BEARINI ,� ,I� � I ROOF TRUSS LIVE LOAD`S�`4�t�,'I' - I p I I ,� - ­� � , ,��, I I ------- ­,��- ,� ,�Jfl �I:�,',I"��k,', " . �� I t: L;� - I I I I I ''Ti"P , � i_ , .11-11,111, 11�rl - . 11,��", I I '"Q I 1 � -:��;,� I . , I 1 -7 -,­I�,,i,_',: 1f, ,,� " � , I'll, - ; it, I : 'w - - 'I' , '� I I , I IM ,­�o�;`I-L'V't,�, "'§­3 ,7" -,I Iop, I- - ,,�I. �,, ."', r".- � ,�I, � 1, � I I -C,,, I el I � , ,,, q't_ - I - ,� �,i%, t I I 1�.__�,��:�," 1. 1. I'l � �-It­,,,', -,,,I, �m,:,, ;,� � I I ,,I,,� I - I , J� e� 0 . R STEEL ST I g� , INTERSECTING BLOC� -WALLS: I ,�, ,��,�,,I,� � � 11 ,I TOP CHORD LIVE LOAD� 4,,', ' ~%F� -1, I I I � I yk , ��"q �,-� --�,� �,� _;�25 ' 1 8' 7,p. (20GX a 16" D.C. IN AREAS RECEIVING TILE AND 3. 1 - - I I I I I ,'�,,'� �� t , _��, ,;'�' -�Tj,� - I�l I 11 I ,, 11 ""Q-I � 11/2",GY .R"­ " �II, q �"�,k,`,,'� ��,_'Z,' Z`,�E, -, ,��, I �, � � - _�nO��It� 1 1 � f _­11,111 I � �, I,� ,I I ­1 11 " I, It - t I I I -,,,,�,�, , - V_ " 1 - AR I ,I,- � " - � -I -I"-- � "` � 11 _,,­;_ I ­ " , A, ­,I� I I I 1. 2�1,"__,;��?I,Kl I' WET Ak '76N BOTH'SIDES (TYPICAL). 2X4 P.T. SILL PLATE I � I - - z ", , I I � , , ,I I', I I , - � , - , "', ,I, - I � I - AT ALL INTERSECTINC BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUTIA I, , I � , BOTTOM CHORD LIVE LOAD: , , ,Ii, A- , ,,�I_ _­, I I� : � I I -, I%,_II­,,-�!,_, , ,,,�I,,.Il ECC) ALL. ,,,,-I 11 I, , j.;, ,I,- ­I_ � FASTENED B-6N-G DE I : -, I �:, , ,,, � I -I, ,I I ,-�, j., %, ��,`, II, ­­ I I � " I, L,% I 1I I II , I'll __ . � - � �-, , 11 i�:",� ,,�_ . ,I "..� " I EN WALLS @ 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH I _',� � 4�,' ---4, ,I , I I . " �,I� " ,-,, ;,�� I 5"x5" HOLE BETWE � I I I �, , I ti,;XI - I -, ,I, I .., - I ... ,. I , I "4� , - I . �� ,,.I, ,tII " 1. i I � - , , I I I I - -�, I, . 11 _�� �� , 'O,I� I �, I I I -,I - .�, � . I , �­ �, 'It - , I I t, ,, ,, ,.,� -�, I— - � I I I I I� ,I� I I �tIl . '�I ,I _�. �- f" , � - -� , I, � " :V, ,I " I I I I I,,,, � - fj�!;f�;, : I ItI. � ,I,, �,,z I - I I i, 1, � .,� , I CELLS. I I I - 4 Fl�j - "'I, 11 I . . � ,rI � ,_­k�� �. � I- I I'll -I,." � ^,H I I � I I I �" , I I ',-TL t'l- c- , � '" , I - 11 ­ , � -,,I,, I, K �-_, I - I'le-I I , , I I " �, I- I � 'I 1 I I I I - ''I I I ''t," - - I� "I I I I �­�­,� Ie, ,' ­ - � � � � _� . -, �� ­­ - I I I I , �, I -I, I I I 1 � :�: I - , , , �t��- "" - - , , " t , - I �_ � "_____...__ , , , -ROO 6;'4, , B­-BAT TUB AND SHOWER SPACES I F TRUSS DEAD LOA ,_� --" �',;,�_,,,��,�� �� 11��,,M __, ""I . � I ij­ , 1, , __7�_7 __ -�, I �` �- �� I � , ,�-" ,I t , I , "' '_ I 'Al , - - � I , � 1­1 1- -1 � � I'll I � I �I� I " - - I I I I I" .,'q, �; �I �'11 I 11- ,_:�, ,,�,,q III 1.4 -� � I , - , I 11 " I ,,, 1 . � , _,�.% I, �_ � I I � I�� I I ,5 15, � , I I , 1 4 " 11 I- I � _z �4'_ 1 _�,, C_t 1 !# ' " - or; - ­ ,��'11 , I - - � I � I _� zlip", lj I B & SHOWER FLOORS &WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER HEADS � I I I , � TOP CHORD DEAD LOAb� I , , f�t - - ,­.� 1-11, � I , I I ,,-, � t , , , , I ,I -11 tF i " ,'�­ I I I . , I., _��'��,��,,' 4,1� Nt,�.I;�,-�-:A - ,I�,'�,`,IjT,:-,W SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN IMPEFRVIOUS'� F ,_,�,,`,'­ I � '_kg7l." 1 - ,�I, 7i �.,,t, �, � I , 11 I,I, "I '�I, I I 1, _'I"', � �, -1 I 11 'T�I_ ­ , III, , _1 I I � � ��'T`4�'I� �-,,. , - I �,'_� , � , I " I�%, I E , I RAMING PLAN NOTES � ''I 11 , 1 0� PSPIttI,','It,;,-,,', I I I I ­_11-.11,91- f­­ I"I ,�._ -­ , __ I - BOTTOM CHORD DEAD EbAb! - "I � �,111,Il � 1� v' .�-�,,, , I " - . 111- _)� I I I � aC��,. ­­1 I'll I.- " 1, - � X I, 11 ',­4 RROSIVE, NON -ABSORBENT & WATERPROOF MATERIAL. MOISTURE RESISTANT ; 11%,:Iz� I : F­'�" I , I I I I rIO� 11 I . 4�,�"e,,,,Itt -, �;` " �,�� k" "I'l- - , I , I� I I I ,,, " ,,,� 1�� 1� I ,I 11 111% - . �I? NUN -Go I I I '-,��­ 1, ,,, �� It. I I., I - 11 I� " I I I I I I � � I I I I -1 I �- I� ��,� 1�, ,, I I I I I �, ,�,,, 11 - OWER , I v I'l I I � I I ,I � - - I I - I � RS - I I� IG BOARD REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB & SH It, ROOF TRUSS DEAD LOADi:1,­ :,_,';' tI'"' pt,� I , 11, 1. THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBE ,� � " - Ina ,I :I � �, , I I .1 I _ �I­ -1-4 SPACES SUCH WALL SURFACES SHALL EXTEND NOT LESS THAN 6'-O" ABOVE THE ROOM yl -,,,I �,­V,,%, I I I '' -,: I � I I 11I. ­,__�11 �_ f'11_*-1' I - I I I - "t I - �,�I� �_IkI , -�, - I ­,� I (TRUSSES AND GIRDERSI, FOR INDIVIDUAL TRUSSES, SEE LAYOUT & ENGINEERING SHEETS I I TO RESIST WIND UPLIFT!'-,'%I'�� I 1OPSF-rof �'­�,_I,"� I 1, I .1 I', 11 �­_�! , �,,II,� , .'',,,,I-, _ , 1.11, " - � fAV4,`,,�` I I I I -1 I � I I ,gj, �L�� �'.J. � � � I , R LEV ." I, - 11 ", � q- d I � I �� I I �,�,,v'i !,�'­Ij - - EL IlzrI I Iq 1 '. � ,,� , � %�, , � I I I., , I � ,,I , I � � I, ­I '­a1I ­t E,�, , I I BY TRUSS MANUFACTURER. I I— - �� � I I , " 1, ., , 4&_it'1__,,`_ �,-�,,���,',",�,,��,,�,�,I'FLOO ,� , ,, " ,, I I I I ,?.-�,,t,T�: -��fth'ta �, � � ,,,',�� I � - ___,��;�,,- , I,,, , , )IIIrI,__ � 11 "I ",""', " I � ; 1 �4��', " I �;� -, ,"�,"It" -,II �� � ­� "I 1^ 1, ,I-", I� , " � �, I-, ,,,MK%.,,��,�,,�;,­I �� 1,�� �, I I , - ,�III,1� _�111� I - �-- �, :1 I I 1, '""; 11. 'c _,� I '",,, . I', ", � 11� , � 1�,: I A, ;1,1'_t , I I I I , I I ,, 11 %-14II41 ,. �i I ,,� , lt,� � I , I'll I . 4-111116"N111.11`1 I , 11 I � , �11_ ,1'�t� ��; , If"�,:,T'i";1.11, I , � OOR TRUSS LIVE L , " I , ", I,- - ­ -1 I'll 11, 4� 1, I wwV#t-A,?,0,1T, � �If,­, I I I 1 , I,, FL UAU �eA'J,� -- ­1 � I-,, 1� 11 I r I I I 11 I ,Ill , I ______ I � , ��z ..'­I-­,-,,�­ . "", ", � I , , -1 - , I I" I., . . " ,- " I ;­i� . I .I- ",", ,�, If,"" d", I�elll, , - I I I � " I ­%i�,W%`�,, ,,�',�,,��'k, �,W. �- I I 11 I 11. I ­ I ­,,u GARAGE SERA - _FRON ,bN1t7, � I II IIIII , , I ` - - - , , I E M 27 - I iac , , I 11�1 I 1�1, , 1, I ,,�, " I CHAPTER �, , I I � I " ' LO I , , I I - - - - - I I - I I - - I � - i , I , I - - � -�I��,�, `�',1� - I ,I - I I I 1 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8" X 12- WITH (2) #6 BARS TOP & (2) #5 BARS � t"t, I, " 11­11�,,­' ,I - - ,� � I - I I "I - � 1� I I I � "I 11- , _" :, _� 1� " 1, I � �, - I -�:, �; ��­ 1_� I 4 � - , I �11 I � : �_� , , I I, I : . . �,� IT'' I - ,I I , �, 'I�­ ",:I I "' -, - J, , ,&u Iff �", � � I � I , I I , , , I " _�;, , ', _�_ I I, C11"A I I , ,;_� III I ,I �;,­z.'_ " � 1:I, I I I � '�_��,, "I ", _I - ­_t� 1- 4,,4�,5.,��i,:�,�,,-,�,,�,,���,���t,,,,��,��,I I I TOO CHORD LIVE LUAU: �Xf,jp,' ' ' -',,U'A',i�"",;"fI " _. ? ��, "'�, I , , , 11 1, "' 11 I 111 � ". , I , 11 I ,� - .1 'WE BOTTOM UNLESS NOTED OTHERWISE ON PLANS. I I I I 0 � � � V_MO , ri, , ", I I I " - '--- � � I I t 1��,�-,, � , I 10 - 11 � � '�I� 7� � -&,"It"', , -.� - � ­1,; I � :1k I ", ,e,,,,q��, , , � �I;',, -,, , I ";-,�� &,'�.�','�,"',� I , I , 'g t, �I', I . ­ ejo � I , � �,, . _ � 2 I " kTED�FR6WIj '0'j LUNG UNIT AND ITS ATTIC AREA BY, I 4 1 ., ,,I,"' I , , , I ' : I I � � , I111.1 I Il­�, �11 .11 - I 1, ,, i I I II " , , , I ,. It I I I, ,�, I � I 1,; � - , ,�!�, � I e Z� I N; 11,i�`­ 1, r �111­� 1, 11- ,�0,11",� - - . -11 I, I � I ,�. tl`� , I 'i h;, I � TO THE GARAGE SIDE. I I ,. BOTTOM CHORD LIVE LbAb:, 0 PSF;vN't,`,,11,:II�;, 0 I , "I III, - . I 'I', I I, - , I"-', - 11 I � I I� , ".� I � I I I I I ", " -, I I : _� I, , '' ,,, I: ,� 11 I I ,I I -1, 1, �,, "I I ,'I,,- I I 11 I 11, It - I- ,� - , , ;,�p ... - ­' -, , I I � I I _1 � I .,I;- ,-�,j,,-P� � - - -miw:', ,�, � ­ I �','�5I, �, I �, , -I, I IV, I � �.M I,� I Il"I 1-1 "'I�ii , 3. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND . :, � 1, " I, �l' 14�1 �� I, I � - ,,, '' ,� 11 �,z""',4", , �_"I-,,,_,'-,­ ,I, �.,, � ', I ­­ ­f, I'll- , I -1, I ,� jI .,I, I I . I - � "' �� I _ � I � , 11 , � , ��C',`� , ; I - ,�P­ I " , - - - II.,"11, '14­"� 1 , " , - " , - I,IIIIA��,�'11 I � " , - I ,�I,,,�_- I I ."�', , � i)i�)� "u, - I _,, - , , ,��, . I BEAM STEEL 30" INTO POURED BEAMS. - I. � : - I ,� . , 111, I, I �I I 11 I _11e I FL60R TRUSS DEAD LC I, I �, " ,­­­,­ty ,­ � ,� I I , I ­11-11-0-', ­­j GA � Ir I I I " ,,�_,I!,'% I " ------ --,I - , , I I ,,, 1­0m­_�,,�,­ I I� I, I I . ,;,,�,,�.,, ­_- - �'g., I I I -III 1, �kl I I �,, , I', e ,.I I _�� L � ,,­,� , , I i4� '-4,-',' , - - I I I I I - I I I I 'k I '�! '' I _- I I I I IA��-Z, ­-� " I � I , I I � � . - -_ _7___ ------------, ,,��,,I ��, � - , I ­ , I­A`i,.j,!4 �I, - ,� � , . t�,t I� I or, ,I I I �II', ��,� - - , ,,-;,, 1­X7 I � ,',I 11,­ � 1 4. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER OR 2" LA � ,��TOP CHORD DEAD LOAD'& �� , I I , , , ,,, I I ,�-_. �' �;�� .11 I III �;I, I I I I , , - " r I I - ", 1I ­1� "I I bU IN , TH U TS RE ING THE WALLS 0 1 1 " ,,,��A�,�� I ;f�,, itI -1 : I _- I � � -.111 � 7, � ,t 1, � R CEILINGS SEPARATING THE I I RGERI;�'��,"�,: � I I p- I "I - I. I 11 ­_ I ,vt, I 01 I , I � ,11 WITHOUT ANY CHANGE �F REQUIRED STEEL. I a �. I , " ,� � I I I: ­4 - 1, I , & SHALL HAVE NO I 1, I � , � M CHORD IbE� A 0: I I 1, I I ... I III �, " ­ I I 11 � � , " I', tDWELLiNG UNIT FROM THE GARAGE SHALL BE MIN. .019" SHEET METAL I I , .�BbTTO 6 I I "I'' i �7. 1 I 7 ; , - I I I ,­ _ 'I'll � I � - � , �,�, I ''I 1 � I,- � I � 11101 iiiiiiiiiiiiiiiiiiiiiii� , I , I , T'� got, -Il"'I II, W ", I 1��m W, """' 1 1119 :1 , I Iffiftm """ W,!,� 111111111111 I'll 1, i�(, , limmoi'kAMOMnomam I I 'I"ae ffmlllill� :4 ''I'll 0 ; W==1217.r �Tr� THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE I I PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY I NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED 1� WITHOUTTHE EXPRESS WRITTEN CONSENT OF WHOLE I I I I i I ,,I- kMINEERING LLC I 4 "�p 0"�NH I .- 11.1 I ,__11'1j " I , I - 'fl,fl2 T . , ".I .::: I I I I i I ., 0 9 , , , I � � �� � �, , I , '' � I I �, ­e­ � � , � �I,,& 51at� "� ,,4�1 " vi,�,W,1142�111*14�� I �11 I _,�THAN 36"ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED �, I I I I I : , , I �,,Il � � , It I`,I'��-"�,� ,,, ��t, � W­'',_ _g%'�,��,,"'A-,,�­�',� ' .,:L - I , , t I 1, , : "I 11�1't�"Ii ��Ak�,'�Pc;,141910011 � � - , , , , , .", "ff, I I I �.,4S SET FORTH I N4 37.3. � I I I " � , III ... 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NOTE: BUILDERTC COORDINATE ALL INTE FINISH ITEMS WITH OW OWNER TO SELECT FIXTURES, CABINET APPLIANCES, COUNTE COLORS ETGA Ft { t' z qjqjyy ' 4 nia'+tea` ' A-3 d e p CONCR�; r f ' 4 �4xp (+Sr f a roolk ,yetA y r M1 ` �k ksf C � ¢p21ro Y a 1j 8, dn{ 3���4;nM•Y ti4 E� Sa ,$ti ,.4 .t, e KI ENGINEER NUMBEFLE- u /'111 VIYJ. PLEASE CONTACT DESIGI _ • ', wt e w „v..yt ,.. .*ii �...:.. m<o .,: ¢.. .y .: ;i„3, _ � 3,.A �s,�ug{vx M. AQ- � k^ y5�'kLr x 1wYvi�Y' �^m&�4t.k �e.:�aa �'" r' dy Yg5mAAm T �` 1^ wr ;< IMPT Pi" Y 1 t+ DESIGN PRESSURES;,' �. PRO NUfB1 t*r EXPIRATION 7PENING PR DUCT RATED DESIGN .. DESIG N PRESSURES` ' ZESSURES J..INEG. ,� ,,. os SEEELEV'S � + 00 :,� ,�� �-80.0 a ,�,i7�92'I2'21 �' 12/27/2021 y SEE ELEV a +80 0 °' 80.0 17 1212 T 12/27/2021 5EE ENV S? _ +BO 0 80 0 1 12/27/2021 u SEE,ELEVS.Y + 00 ",?' -80.0 12/27/2021 -34.9 �a lA034 SITE ADI ELEVATI O X36): 114"= 1' FQYPo BOARD ON<P.T. 1 x 2 IRINO STRIPS @ 24' O.C. (16 NUMOISTURE RESISTANT BOARD AREAS) "E S CMU 1.5" ! E W.W.F. 3' @ EDGE �D FOOTING HAUNCH h` ,ONC., REINF. WJ 6"4" AxW1.4 WWF OR FIBERMESHc 6-MIL POLY ETHYLENE VAPOR BRIER ON, WELL —COMPACTED ANJERMITE TREATED FILL 't: - kIDARD A C 1 90 HOOK } 101 REINFORCEMENT.` <_ SEE SHCEDULE FOR SIZE AND QUANTITY. I✓ wg Yet: e r 9q �Cr r ~1fl hb ENGINE THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC PROJECT NUMBER: �i' t,�s.r?,w„�m pat �'r u„. mrm{ A 4 )ri a 1 a {it An nif aft s W381� W243�M!Cg x iR,xx ..x• d, +_aras',T h.v.. :T, i _j I r� � A 1� N 'L/4 f f1L 44 &a, q,. is NP .a t' a i S y� i; go �NGINEEEE THESE DOCUMENTS CONTAIN ARCHITECTURAL N&00�c� LS USED FOR GRAPHIC PURPOSES ONLY. S12 ATION MAY VARY TO MEET MANUFACTUR2'p PECIFICATIONS. i0 NOT SCALE DRAWINGS PLEASE CONTACT D SIGN WITH ANY QUESTIONS REGARDING DIMENS aT OF WHOLE H r it . FM f r METAL STUDS / #5 1N FULLY GROUTED CE ADJACENT TO GARAGE Dt a OPENING EACH SID IWO '. �.. .^ r.� , „:::.. .,,a ...Ma CORROSION RESISTANT FLASHING to I - vc vno� nnr�uc�w.awi4.wer�w uL, w=r SEE WATERPROOFING NOTE #6 8" O.C. MAX. (4" MAX FROM ENDS) (STAGGERED) PER WATERPROOFING NOTE #2 y VYOOD TRI s " — ANCHOR 1X3 P.T.'MIN. BUCK WITH a, v�� ) ENGINEERING, y THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY \ND LOCATION MAY VARY TO MEET'MANUFACTUR ; SPECIFICATIONS. NOT SCALE DRAWINGS. PLEASE CONTACT DES G %MANY QUESTIONS REGARDING DIME Lim L NOTc: � a s ,..v fief y4, s`. 4 .77, . ,fi , 1 ANAL - JSL STAIN'LES5 STE UPLIFT ��� ,400#.. L BER (NON OCA ENbATO REMIRED ryy ��µ"/j"� ry�-y / CT.0 S IN GO, N TR SSCON' ' 1. 1 __.. ......: NO OF MARK TYPE FIEF. NO. NAILS/SCREW / TO CONC. USP - HTA24 (10) 10d X 1-1/2" t t { .—, r—. �—, r-r - r—. i--. ^n,17 t 4'01 r )' l r , Jl .n � 130h# 3 J ! 13 5 Al L. .f i I � All r , 'r Al C 1 Y, AO ya yy %! _ AO V, � p �A097 5 i WDR AO r ti 4 ^ v u 4112 4112 w AO - Y Z r r: I- M T774- '!011111- I. n� {� a Nol Yr J `t n Y A IC k B06 •; AC SS +4.r, Frh J % 7' {{gYaW.G . A IN C FERE CEILI G SUS ENDEDD , $0 R M TR S TOP HORD. rn 1 Jg. DO NOT SCALE WITH ANY SITE A . figt ,"' . 5�j �1+� 's 110t i Ar sYP'F r LM M"ED ROOF ToP ATTIC VENI. ROOF TOP VEN fS SOFFIT VENTS y' m �1• id U: `� 'Y h.� r ?s S n �s s t F'S"t d� a'i�riz 5 � YM Wrjft�#�l �E•: . lt, M rj r t a ! F r M l 4 { F aan t 4 a sa4� i� ybd q 5� x N Q tyr J' N ARCHITECTURAL 'URPOSES ONLY. =ET MANUFACTURI )NS. 'TAND CU. GROUND FOUNDATION STEEI VANIZED GROUND R 2 > 71 N.T.S. It SERVICE AND TELI OTHERWISE SPEC TALL BE NE 7 OTHERWI NLESS OTHERWISE SPECIFIED E >T IOR RECEPTACLES SHALL F `TERIOR RECEPTACLES OF 1iC,INDIVIDUAL (GFI) IN LIE] } n INGLE PHASE, 15AND 20 TALLED'OR`'DEVICES IN DWELLING VING ROOMS', PARLORS, LIBRARIES, D HALLWAYS, LAUNDRY AREAS, OR SIM ,NY OF THE MEANS DESCRIBED IN THE C'rd i tl;� 8 hif . x, i�FY;dM1-� y.+, Po A ' rd PIPE > �` 1' ` > i i 1st 10 I$W°@ 100% - 10,000 AP'��## a, r KITCHEN SM. REMAIN13339 ER@40o REFRIGERATr?R'�"'.w CAL RISER DIAGRAM U.G. SERVICE u _ _ _ _ _ _.: i�cAr v Ar-n cVr cnn MICROWAVE,,;. N : +d'z" �, d y ' �� Y s .e✓ 1 cif >� DESCRIp a SINGLE POLE SWITCH " THREE WAY SWITCH e r a ' C PUSH BUTTON SWITCH 3 _ x DUPLEX RECEPTACLE AVE �. 220VOUTLET �Tf-IE J OF' LIGHT FIXTURE AMP � '�_ � "• " ,WALL -MOUNT LIGHT FIXTURE. � s — JNIT `. PC ----- 'LY PULL CHAIN LIGHT - - LAR [1 ,4'FmuREscENr x 4' FLOURESCENT LIGHT FIXTURE NEC a �' FAN&T EXHUAST FAN/LIGHT COMBO FAWLT CEILING FAN/LIGHT COMBO G DISCONNECT SWITCH Y- r', -SMOKE DETECTOR COMBINATION SMOKE/CARBON MON. DETECTOR _. GFI GROUND FAULT PROTECTION WEATHERPROOF c Si.; -..-.... r� "DISHWAS�{E1 1 NC3 RABELOWicc t s I BEDROOM #2 o N BATHROOM #2 BEDROOM #3 I F d, C �G. M1 i 36' 4 3' i T Al ,F GENERAL PLUMBING NOTES � 11. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2705 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2701.1 F.B.C. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING LOT; LINE & 10' ABOVE GRADE PER F.B.0 P3103.6 _ 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING. 6. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.B.C. 607.3 7. W.H. P. & T. VALVE & LINE SHALL COMPLY WITH F.B.C. 504.6 8. ALL MATERIALS SHALL BE NEW AND APPROVED BY APPROPRIATE CODES. 9. PLUMBING CONTRACTOR TO PROVIDE ALL REQUIRED PLUMBING PERMITS. 10. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR AFTER THE DATE OF WORK ACCEPTANCE. 11. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT. 12. DO NOT SCALE FOR EXACT FIXTURE, PIPING, AND EQUIPMENT LOCATION, ETC. PLANS AND DIAGRAMS OF PLUMBING RUNS ARE SCHEMATIC. COORDINATE AT SITE ALL PLUMBING WORK SOAS NOT TO CONFLICT IN LOCATION WITH OTHER WORK. SHOULD CONFLICT ARISE, NOTIFY W.H.E. IMMEDIATELY BEFORE INSTALLING PIPING OR EQUIPMENT. ,13. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNION SHALL BE USED. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESSION OF CONSTRUCTION: 15. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS AND SHUTOFF VALVES WITH ACCESS PANELS AT EACH FIXTURE GROUP. INSTALL PER PDI IN EFFECTIVE RANGE. I 16. THESE PLANS ARE BASED ON AVAILABLE INFORMATION. VERIFY EXACT LOCATION OF EXISTING WATER AND SEWER PROVISIONS. 17. PLUMBER TO PROVIDE EXPANSION LOOPS IN HOT WATER LINES: --- — — --- --- 118, SHOWERS SHALL BE ANTI -SCALD CONTROLLED BY AN APPROVED MIXING VALVE WITH A 2" VTA MAXIMUM WATER OUTLET TEMPERATURE OF 1200 F. W ? 19. PLUMBER TO VERIFY HOSE BIBB & PLUMBING VENT LOCATIONS, AND USE 1 - 1/2" STUDOR I W UU VENTS WHERE REQUIRED, AND ADJUST AS NECESSARY FOR FIELD CONDITIONS. oil BEDROOM #2 -- - .. BEDROOM #3 _.. 3„ 2" VTR RECESSED WASHER VALVE & DRAIN BOX = BATHROOM #2 a L.v. ;,.. 3„ m^.v. %DW 1 - 1 /2" SINK 1-1/2"SINK Q 3 1-112^ \ C.O. 3" 2" L 3 2^ WR I 3" � 2"VTA TO SEWER 2 PLUMBING RISER P_1.0 SCALE: N.T.S. 2" S'°','R SINK 2" OP-1-0 PLUMBING PLAN SCALE (24 X 36): 1/4 1' - 0" 8' X 8' e CONCRETE PAD a PLANS PREPARED BY: WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd: Suite 201. Fort Pierce, FL 34946 PI IONS: 772-409-1003 COPYRIGHT C2DI6 WHOLE HOUSE ENGINEERING LLC ® DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS.' DO NOT SCALE DRAWINGS, PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICEN$E`T. Trefg® . 6B NO 80 'ty • e r4 91�YY`4m SERIAL #: 36 8CA221 DO 0000004C 12870F ANTHONY T. TOMBO - FL, PE#80083 VIA wvl1NV 11V I II,G. - THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING LLC IUJLL; I'NUMt3tK: 1 C IV FiIY1C: - PARCEL ID: 3402-609-0422-000-6 SITE NUMBER: PARCEL ID: 3402-609-0422-000-6 L. HICKORY DRIVE OR PIERCE, i -- VIILGI V{�VVRir I IVI\. '--""— PLUMBING PLAN V �IGG 1 IYVIYIVCR. P-10 , 1