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HomeMy WebLinkAbout1006 Pine Ave (A) 14-344I I .1 11 I . . I 11 . . I . I . I '':, , , � . . . . 1. . .. . . I . . . . ­ - . I I �: . - , . � . .1 I � , I . .. I . . . I I . � I . � .11 ., , , d I . I �� . I I I I I - , � . .1 . ,. .� I I . . 1. . . I . - . . .1 , , j�. . I . , I I . ,. . ,� : I '. - . 1. , * j ,� : : ,� �. � I . I �. I I �, � 11�_­�, ��;� I ...�,­ :�� li� ­1,1�­ �,�:.�` � -1- 1 � � I., I. , " " , _�il­ .1.11 - : . I . . �. -1 ­­ 1. . . I .1 - I- , - ­ ­ ____ - �� � � ­_ . ,,�, 1 1 1 I 1. I I : I . I I ., . I - ­ I _,4.1 � . .� I 1. I I . � .. _ .�, , h. I i .1 . � 1. �.111, _ �''. : . . . 1. ., � -1 � I I 1.1, I . I I,- _____ I—— ­ I _. I 1. I I 11 ­­ ­ 1-1-111.11. "I'll, ........ ......... ­;;;;;;;;; ��i,-�-.,.;.��,�����.--�,.",�,,.�-,',,-��l"..'',�:.��, 1. - : ­%�. � �.: I . -_ ommm I I , I .. . �. ­ ­ . -.---- I I ­ . � � - 1. .1 ­ ­ ­ ------- -----. - -"i��,� � I -,-- . . . I . � I I I � . I I I . � . . . � I . � I I I � I . I . . . I I - I . . . . . . I . � ""� ��t� 7 . . I I . I . I . I � I I . I I I , I � � I I I . � I . . . 1. . . I I ,,�,, 1�'4�,�, 1 ,,,�� � I � I I I . � P I . � . . . I I . . I . . I . I . I . . . I . . . . . I . , I �. ..'� .� , .; I � I I . I I I � ­ 1 � , , I : � , I . I . . I I , : , . . . . . � . . . � I I . . I � . # . . . I . I . INDEX OF SHEETS I I . I— . I . '/ R�- -SIOE USE FOR.. � I . ____ ----�..--�,-,-.�.--...-�.----------,�,�-.--,---.---,�.,�".",."...,.,-., , ­�­..­­ � I SIN G� E. FA IVY / _ N TIA � HO . ... �,,�,,,.�.-�...-."".�.."-.�-,�",.-�..--,-.".-...-","""- ,__­_­_____­ ..... ... ............. .. "-,-,�,-,-'',-"",--,-"---"'""",-"�":* I I I � - .. . . I . . . �. 1. " � . . 1. I �_�­,T'_ . ' . 1 I VATIONS. . . I � � . . ' ," I . . . I ''.... .1. .1 � . , I.- . . . .. . .. I HEET ONS R. "NO T IE S - 6 E E . � .... , ­ � 11 .. . 1 COVIER, S & 0 , I I I . I I I I .. . I ... . I . . . .. I I . . . . - 11. 1". �: � -" � i ­_ ` ­ . � � . I . � I . .. . '. . . . I . 1. . .2 SI , TE PLAN . . . . I . 1 .7 ELECTRICAL PLAN . . * " . I 11 - -, 1. - I I i ­ I % 1, . I ". � I . I . .. I � .. ­ I 11 . . . . . 11, . ­:�­ - 1.1-1.1 I I ,, : G DIVISION � . . I � � I � � 11 . . I .. . . . I .. . � .. . . .1 3 FOUNDATION PLAN . .8. ROOF: & TRUSS PLAN. I I SANFORD BUILDIN . . . I . I. . . . . I . .. . . . . . I � . I I . . . 11 I I . I . � I.. I . .1 .. . I I 1. I 1. � I . . I �, , , ,� . I I � : . I 1.0CSt PLANS ARE REVIEWED AND CONDITIONALLY ' . I �. 11006. PINE AVENUE SANFORD, FLORIDA 32771 1. .4 FLOOR PLAN . . . -9 HEADER PLAN I . . - A ISSUED PERMIT SHALL 8C . - . � . . I . . . . ACCEPTED FOR PERMIT I . . ... .1 .. _ I I . I I � I . . . CEED WITH THE WORK � . . . . . . . . I � I DEEMED PERMISSION TO PRO E, CANCEL# ALTER � I . I . I I � . I � . . 1. I 1- . . , . . . I . - . �.� 1 5 DETAILS & 'NO T E S . . . IOLAT . I . . I . �. .1. I ­­ . I I I I. I . I I I I I I � � : . .1 . 1 .. I.. . . I ­ - I _­ I :­ , ­ � . � , 11 . I . . AND NOT AS AUTHORITY To V N CAL � I � I . .. . . . . . OVISIONS Of THE TECH I I . . . I . � . . � OR SET ASIDE ANY Of THE PR I I I I I I . � ' ' ::' ' ' . . I I I I . : . . REVENT THE . . . I . . F A PERMIT P . . . I I . " � &D � OTES . . I . . . . . . . . I I CODES, NOR SHALL ISSUANCE 0 E I : 71 ' ' � I . GENERAL C O'NDITIoNS AIN . . I . Om THE" AFTER qDUIR NG A 7: 1 . I . . . . I I . I I . I . . I . . . . I .. . . . 1. . I . . � � , � . I I , I I . � I . . I . . . I ING DIVISION FR . I I � I . . I . � . . . . I . . � I.. � . I . I I . 'I . . � -_ -_ - _. I . I. I . I . ... I, �_ 2� 1 1 1 1 �: ,I 4 I I : I I I ; L . BU LO S� RUCTION = I I . I . . �, I . . 1. I . I 1:1, ----------- - � � I ., I . . N THE PLAN , CONST I I . . . I . . � ION OF ERRORS 0 . 1. I . . I . CORRECT E. -I . I . _1 I . I . . . � . ". . .1 . . . . 11 .. . I I . . . . I . I I . I OTHER VIOLATIONS Of THE GOD ..=� . I . � OR . E I I I . I I . I . . . . . I . . . � . . ; I . I I . . . � I I . GENERAL CONSTRUCTION NOTES . I �. . . . . I � . . I .1 I I � . I _: I . . : � I �� . .. . . I � 7 1 I- � . . . . . . . I I . I I - . I I . _L- I I . I . . . . I . . . I . I � . I I I . 7 1 . I . . I . MON I - . . GENERAL � . � . . I . . � . TERMITIEPROTEC I . . I �;;� I . � . . I .I -1 . . _­­`­­,_,_, ''*","",-",-",-,,"",-,"","-"", _­ '' "" * _,-L1-1--'--- ^'""I''""""'"'---'------'- .1 . . . . � I 1�' '"' ""'"""'*"'"'"",-",-""', . ,. � . . . I I I . I I I ­­­­-­­�­-�-- -,----- -- -- ­­.- ­­­ I—— ­ I �l---�.-I.I.I.��,�,,�..'�..-.--,----.-,,-.,-�.1,-.�-..----.--.'-I�-.,.,I--';-,-L ...... ­­­ I I - . . . . I � I . : I � I : I . . I TIE GRADINQ, UTILITiE;S AS.REQU[RE , 0 -TRUCT . � I . % I 11 . �. . . . . . � . I I . I . 1� I I * , . .' . .. I I . I I . . I � . I . �, I . '. 1. SCOPE OF WORK INCLUDES LOT CLEARING, si �0 Q Ns I . I . I I ­ . . 2 RbNFORC " N, j P�!Lpj,NQ COMPONENTS AND ITS SURROUNDINGS REQUIRED TO BE PROTECTED FROM TERMITE. I I I 1� . I L REPAR, SHALL BE OF . . . E� � ' I .1 I NEW HOUSE As SHOWN .ON THESE PLANS AND I PURSUANT -TO THE FLORIDA BUILDING CODE, 2010 ED. . . I �� IVI , ING, ACCESSORIES: I . . . . I . . 1 - '�� ., i,L'1)�,lC CE - . . . I . . . . . � . ,Np DUAL HIGH OHAIRS SHALL BE I PROVIDED UNDER THE 0, , �A.QE AQCQRDAN , WI rH 1816 AND 2,'304,lt, SPECIFICALLY REQUIRED TO,,QF INSPECTED FOR TERMITES OR . . . . ... 1. . . i I . � , T ' F IN ACCORDANCE WITH 1816 SHALL NOT BE COVERED OR �,. I - . L . I I . . . 2, UNL E NOTED DIMENSIONS ARE FROM FACE OF WALL -to FACE OF WALL. PR FOR !HIc * c XIMUM, ,UNLESS . . R. E 9 Y IERAELD To.HAVE OHI�UCA�. . . �� . ESS OTHERWIS I . . ,KN�PS, AND �.HALL NOT BE OVER 4'-O' O. - MA _. r . SOIL FREA MEN . � . . . I . . I , OPEN, H ' E19H.T , ,,, ., NOT EXTEND OVER l' -,O' BEYOND CUTER C AIRS. . cbk . D UNTIL THE RELEASE FROM THE BUILDING OFFICIAL HAS BEEN RECEIVED. I . I I ,. . . I . . 1 3, UPON REVIEW AN il Y THE BUILDING DEPART . MENT. ISSUI . N Q QUILb,1N,Q .PERMITS,, THESE . PTHEAWISE INDICATED. REBAR SHALL H I I 1) .1, ­ � .1 11 � . . I . I . . .1 I I . . . . 1. I I I ­ I . I NUOUs, 4'-Q` ac, MAXIMUM, UNLESS OTHERWISE INDICATED. I I . I . . . I �j I L . R��,P�,R SHALL ,BE NO.15 CONTI I I I I . I , . '' . . . . . L D COMPLY WITH THE APPLICABLE. MINIMIQM BUIDLING CQQE. REQU,N�,MENTS .AND . . I , I � . I . . . I I . I . � I 1, I . . � I : I I � FIRI�/SAFTY $_ . FANDARDS AS DETERMINED BY THE LOCAL AUTHORITY I i N ACCORDANCE WITH I . FUNEDM,ENTS, ,SLEEVES, AND OPENINGS: I . .. . . . 1. I., I I 11 I.i. � . .� , � I 1. � . ­ . 1. 1-1 I . I . . � . � � � . I i . I . I I . T�q_�]QN 3 THER APPROVED METHODS OF . .. I I . , � I . A 2. TPRMITE PRO HALL BE PROVIDED BY REQI�TER ED TERMITICIDES OR 0 �, I it is ' IBILITY OF THE CONTR CTOR. TO COORDINATE THE LOCATION AND INSTALLATION OF , , - , . I r4T �­ I I THE REsOoNS' . . I _� I .. I 633 FLORIDA STATUES. . A I I . .. . 1: . ­ .1 . I . I ,. I I ;. I A ' TE�NMITE PROTECTION LABELED FOR USE As A PREVE ATIVE TREAiMLNT TO NEW CONSTRUCTION, PER SECTION .1 I I . I �Nq�j'iqkAqi; ERIAL. � I . 81 I 6. . . . . � I , . , .DEVICES ,qAST INTO THE STRUCTURAL POUR MAT I AND .EQUIPMENT I . I 11 . . � I. - . . I . . I � I . , 1, . . 1. I I I .. � � 11 . . . . . 2 .. � . . I . . I ALL EMBED .1 I �. I I 11 . I I �� . 4. AL CONTRACTORS SI--IALL DO THEIN WORK IN CONFORMANCE WITH ALL APPLICABLE CODES THAT IS INSTALLED AND FURNISHED B Y VARIOUS TRADES, DED CONDUIT SHALL NOT BE . I . . I � I 1 -5 ,� , , . , . . . . . �4 1 I .: I I . - ' j AND REGULATIONS. . . . .. . LIGHTER THAN. STANDARD SCHEDULE 40 PVC PIPE AND SHALL BE SPACED NOT LESS THAN 6" o. c. 3. ALL 130,11��OIN9� SHALL HAVE PRE-CONSTRUQTION, 'TREATMENT, PROTECTION AGAINST SUBTERRANEAN TERMITES. I . I . . .11 � , .. � �, . I . I "I ­ I- ,. 1, I I � .,� - ­ . ­ . I . . , I V�­ I � , .11 11- f ,� � j;j" 0, 1, ��' f , � I �', ! �i ! � �, 'I'll 1�1 ��; 1 * " i : I I �i � �: � 'i 1i i , i , 11 111 , i �, � I!, I 1 ,il il,11'�, I r I I "_ ft-_"�. L BLAKF R'ES I P F . NCE N 1. . ,..:, �, � I . I I . -, 1. I .. . � . . . 0 I -,I I D I E I DIAM . I ETER SHALL.N.OT ED 1/� T I H I E SLA I B THICKNESS.. ALUMINUM � PIPE OR I A 911Z-�RTIFICATF & COMPLIANCE SHALL ' I I ' ` HT BY 'THE LISTED PEST 1.� , BE, ISSUED,, TO 'THE BU LDING DEPARTME I � CONDITIQNS A -ITIE ­ QTS i i ., I. . , , 11 . I . . . I . � ,. .1 I t MPANY Th I A' f C E FOLLOWING STATEMENT: . , 5. TH . , PIR . . bi ' ()HTAiNS tH I CQLQQNTRAC'TQR 5HALL VERIFY A�L ND DIMEN,SIQN$ AT, THE i9flS ,IQR TO I . ... I . I MENCINQ THE WORK AND SHALL REPORT ALL DISPCREPANCIES BETWEEN THE DRAWINGS AND Q0.NbUIT SHAkL, NOT BE EMBEDDED IN CONCRETE. ALL PENETRATIONS THROUGH BEAMS AND SLABS I I .. I . -1 . SITE CONDITIONS. . . . I MUST BE SLEEVED L CORE DRILLING IS TO BE AVOIDED. , . I I . . I .1 � I I . I : � 1. - . I ' . I I �. L .. .1 I I . .. I �� . . . I . . . . 11 I. ­ I � .. 1. I � � . . . . . I . . 'ITH� BUILDING HIAS RECEIVEUi.,A COMPLETE TREATMENT FOR jHE PREVENTION ,OF SUBTERRANEAN TERMITU., . _,�. � . .. I . I I I . � . I . � .1 1. . . . .. V� . . . ERTS, ANQH �,�EEVES ,OR GO DU.IT:NOT ,SHOWN ON THE� STRU.CTURAL DRAWINGS AND LARGER THAN 1 1/2" .O.D. SHALL ' ' A.'C'C I I . W1 E I - BY THE FLORIDA DE I PT . . OF AGRICULTURE , � ' I - LES_ ­ � 1, N . . I I . � I TNEA I TH RUL' s AND LAWS ESTABLISHED I I 6. QOHTRACTOR SHALL SUPPLY LOCATE AND BUIL.P. INTQ.THg tORK A�L I,N $ IRS, ANal . TM1tNt,.I1S1Ih ORDANCE -9 R�d i, L ' A WINIOUM � .: . . PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS R�QUIRED. . . E, V WRITTEN APPROVAL PRIOR TO PLACEMENT. SLEEVES SHALL BE LOCATED OF . I . . I � � I '. . . . I . . . . E N qOLUM . N. SLEEV I E p S SHAL I L .BE SPACED A M � INIMUM OF 6" 0.0, - � I AND CONSUM I EN SERVICES." I . I I I I: . . . . . . . i 1, . . � 1 . I I . . . � . . . I I I . I . I .. � . � .. . I I . .1 . I . . 7. THESE DOCUMENTS, AS INSTR I UMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER ANQ MAY PITCH CONCRETE SLABS WHERE REQUIRED FOR DRAINAGE. CONC I RETE SHALL NOT BE LESS THAN THE . * . , , , , * , I I ' ' I I . I I � I- ... I I I I I I I I . . . . . . I I : . . �-: � . I I I - 1. I . . I � . I . 4. _IERTIFICATE OF PR,QTECTIVE TREATMENT FOR PREVENTION OF TERMITES.. A WEATHER ,RESISTANT JOB SITE , : . . I . NOT BE S CED wiTHOUT 'THE EXPRESS AND WRITTEN CONSENT FROM THE ENGINEER. M . ­ . . 11 I . .1 . I I q T' . 7 f,? � ,jNIMUM SLAB THICKNESS SHOWN. Pbs *1NO, O&Nbi .SHALL BE PROVIDED TO RECEIVE.OUPLiQATE TREATMENT CERTIFICATES AS EACH REQUIRED :� I . �' I . � . I I I � . 11 . I . i � . . I I . . i I .11 . I I �-CTIYIE,J ANENT is COMPL�'TIEI)j PROVIDIN * ' i � I ' ' ' N 'To WHOM -THE PERMIT IS ISSUED z . I - I �� LL ANCHORS, IN,$ERTS, AN,D PLATE EMBEDS FOR THE SUPPORT OF STEEL SHALL BE PLACED IN F'�O)T ;, N E G -A COPY. FOR THE PERSO .. I � I � I I . . 1. _ ­ I �- . I :. . 8. MECHANICAL CONTRAC . L BE RESPOHSIBLE FOR TH INSTALLATION OF THE, � ACCORDA CE 11TH APPROVED S I HOP D I RAWI I NOS IN CONJUNCTION WIT I. I . I I A ,. _ ..R CQF�Y.1�91R TFIE BU I iLDING PERMIT HLES THE, TRL � 'MEN f CERTIFICATE ,SHALL PROVIDE TH I E , 17� C�l . . N W H THESE DRAWINGS. ,ND ANOTHE AT , . . . ­­ , � _ I � ,��, . H.V.A.C. SYSTEM. HEAIING AND COOLING SHALL COMFORM TO THE "ASHRAE" GUIDE. I bUCf USED IDENTITY OF -THE APPLICATOR, TIME AND DAIE OF THE TREATMENTj SITE LOCATION, AREA 'i I . PRO, 1. ' , � . . ­ _.ir � . I . . * � fi�p, �,c�i�qi 'A' ' ` . � :ENT �bHCENTR TION AND NUMBER OF ' LLoNs USED .TABLISH A , . , �, I .1 I I . . . I � 11. !. . . I .. : I TR,"A , .1 C _L USED, FERC A . CA .1 TO ES � ,�, 9, INS -FALL IN80LATION AT EXTERIOR WALLS AND CEILINGS TO MEET FLORIDA ENERGY CODE, WITH THE V , RE OF , - I , � - - ­'.. ­ I- I . _�,NIFIA91�E �,CORD OF, PRO rE IVE.. TREATM, N T1. , IF TH E. �011_ CHEMICAL OARRIER METHOD FOR TERMITE :_-__:�-_---:---- * - �_­-­ - -1; -:; � I I . . . I �� I ''. . � ,, , � _ ., �� ,.f ­ 1, - . j . I I � 1 4. , , I I . PREVENTION IS USED FINAL EXTERIOR TREAT ENT: SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. _�! :7, . I I I . -" I - ' . . FOLLOWING GUIDELINES: ROOF 0 VAU . LTED . CEILING, BATT INSUL. R=30 MASONRY . . . .. . I ". - I . ... . V, . . . - � - I I , I I 1. I . .. . I =i .1 ,�,-�.-�l.--..�'..-�I.I.�"-.-...-..�'....-.---;-.-",-.--.-.-------..--- �-.--.-----...-...-.----�--..�-.------.--.-...---.-,-,-� ........ I ' I I . � �,. ­ _ - . . I � 111. I - . . . 7'.11' . FRAME ,WALLS R=13 . . . I . . 5. NOTIO'F OF TERMITE PNOTECI ION. CONTRACTOR 10 PROVIDE RECEIPT OF TERMITE *TREATMENT UNDER ttPQ q I AbN . . I . ­ ,,�, � . Cmu WALL . R= � 1. ALL M . I : I ; . I.. I . . I . I I I I . . ,: y" � C-1 I I � . FLOOR R=13 . .. A5QNRY CONSTRUCTION SHALL COMPLY WITH ACI 530.1.-.09 �'S,PEC,IFIcATioNS FOR MASONRY . NEW $LAB. - . - I I i �_ - . ��') I I . � ._ - I � - - ----. :7 "IN I 11 I . . � i ­ -� . I . I -1 � .. I . .1 , I STRUCTURE", UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. . I I - , I I � TuM � PS, DEAD ROOTS,, CARDBOARD, TRAS I 1-1 OR OTHER CELL L -E-CO - AN NO " - , __. ____ I - -1--L 1.1 " .1 � 11 I , I . . I I , . . 10. THE I . . . . I I . . . . .. I I . . FILL., ALL CELLS. WITH GROUT CONTAINING REINFORCING STEEL, ANCHOR BOLTS, WEDGE ,AN I CHORS. ,OR . 6. NQ �WQQOI - VP Q�TATION, s U 05 NT I I - (_.- . - _j -Z " I MINIMUM AND SHALL BE VERIFIED By H.v.A.c. CONTRACTOR. I i j .. . . . .1 MATERIAL 9H ��. bUNIEb ON THE 9,01LDING LOT,WITHIN 15 FELT OF ANY BUILDING OR fHE POSITION OF � �' _ ALL ,, . I ­ . . THE CELL PRIOR - I. _ I , �_ . . . 1. . OTHER FASTEHERS AS SHOWN. HOLD ALL REINFORCING IN PROPER POSITION WITH - I . . I . .. . . : ANY BUILDING PROPOSED to BE BUILT. I I : . I . � !I. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS, TO ALLOW FOR AIR FLOW. AND DUNII�,16 6',F�tdti�IG PROVIDE 8" DEEP PRECAST CONCRETE OR MASONRY "U" LINTEL'S OVER ALL . I � � . . � I 11 . I I �. . I I � . .1 ,. I . . 1. .1 . _�., - I ! . I . , . . I . I 1� . , 1, , ,, �1 .(I,A� " - a, , .: I . - . I I 1. 7-AFTEN QOMPLETIbN OF FOUNDATION WORK, LOOSE WOOD AND DEBRIS SHALL'BE COMPLETELY, REMOVED FROM � ,.,-" - '' 1. I 1. . . -#5 AND . I "I ' I , I - ,, . . . I I . . MASONRY VA4�,'�J�IIENINGS AS INDICATED ON THE DRAWINGS. REINFORCE LINTEL WITH 1 . I -1 rS SHALL BE � �' , ill I . . TF Q " ,-, I .. , . i 2. NEW ,BATHROOM SHALL BE VENTED TO THE OUTSIDE WITH AN EXHAUST FAN CAPABL,E OF . . I i . - i 1); 4, 1 , illtl Ili ,, � . . I I ' UNDI�R ,!,E OpiLPINg AND WITHIN 1 .(ONE) ,F OT, THEREOF. ALL WOOD FORMS AND SUPPOR � I . I _[E UNLESS OTHERWISE INDICATED. CUT OUT BOTTOM OF LINT L AT THE I 1, I � .�� I . I . I . . � - . . FILL 39�,,fI 1��If) IF'[T-, E I , - . . . .1 I -TO 'r I ,,!$(11, l.; . .� I .. . I � . 'op ED 'TO: WOO1 ,kADE �TAKE3, FORMS, I I vI , 0 INCLUDES BUT 1$ NOT LIMIT )EN G !Nb �1 I I,qt r - Q�PL�TFLY NEI OVI�. . THIS , � I I �, M . _ .1 . or PRQPUCINQ A MIN. OF 4 AIR EXCHANGES. PER HOUR� RANGE HOODS ARE; NOi.T? . EQUIRED . . 03,EAR , i" MI ,,,A � END BEARINGS SHALL BE 4" FOR FILLED LINTELS, AND 6 1/2" FOR UNFILLED Q " ,`­P�CtRS, TUb TRA� BO`XES�, PLUMBIN - SUPPORTS, 6 -, , ") P4 � . � ; . " . 11 .�41 , ' I � I I I TRA a RACIN!, ORMS OR OTHER � 11 I - BE VENTED to THE OUTSIDE. I I . . LS :Vi � (,�,t :,;�, . I QON i ' �C­F,ION 3 . I � I ­ �)H6R[1�10, F - .- � � I I . . . . . . I.. I , . . � ;­� ", "6 . '�H , ,,,, I . L - I SE_Cb',NTAININd MAf1-__RIAL PLACED IN ANY LOCATION WHERE SUCH"�,i ' -, ARE NO! CLEARLY L . � I . . . . . I . . . ' . : LINTE HLESS 0 ERVISE IHIDICATED. ALL BRICK SHELVE ANGLES SHAL; BE HOT DIPPED GALVANIZED ' 176� 4,�,: hE � I'A L S L� I � , . I � . -1740 1. I I ',! E , I , X, I . QE , � _� I . Q, . ' N�` �ib` SHALL NOT bESTORED I N . �: - - 1 I CONNECT ALL SMOKE D�TECTORS � (SEE FLOOR P�ANI. FOR LOCATION) 1Q HVU% .LJEQfRIQA � * " M - I iE , 4X, /8 UNLESS OTHERWISE INDICATED. ADJUST HORIZONTAL LEG SIZE AS I -THE WORK. ­ . ,, , A Q Y,[$1,Bi� D REAbtLY REMOV,ApLE PRION To COMPLETION OF . ' " .1 _171� ! � . ; � i � , ; 111� - i. . .. " . ; 1� � " � IE A 11 . .. � ,ViO(. I . I < .SYSTEM AND INTERCONNECT EACH. ONE, SO THAT ALL WMLL,S-OV�ib'��HIENI Ohii 11�3'ACTIVAT�,P, : ,!,NIMU,M,,: N L ,�. � . 'R I C ik FACIE, H UNDER ANY.BUILDING, EXCEPT THAT MATERIALF ' 71 _�� I � ­ . . :, . r REOUiR'Eb t 0 B" !E WITHIN 11/21 " 0 F� B . OPN ,,.ITR T 111 r, .,_',�16H ARE OF NATURALLY . . . !��.. - ,� I '' .:. 1� ,�, A ". 1­�, , , . ;, � I , ': il �� � I � . . . . I ,TAQT W OROUNO : . E TRE I I. , 11, . , , . I - � I � �, - 12�_ " , . I I .1 . . 1 � �';­. ­­. " , I .: . . I ... I . : � . .. � I I . . 00KAPLE WOOD OR V. ATED FOR GROUND CONTACT, AN )iVHIQp - RE iNSTIALLED WITH AT � U" I . . i 4. 'INTERIOR FINISHES, CASEWORK, 06HEN APPLIANCES, DOOR HARDWARE, PL1J'M2'1'1;N"0` iFIXTURES . ''' ' .. - I � , i . . . I .. . ­ I " ,AR�..PRE3SUR - . P, ' 1p, ,. � I ' . . 2. P,RI.Q,,K V,EN,EER, TIES� SHALL BE S,UPPLIED p 10'! O.C. BOTH WAYS ACCORDING TO FLORIDA BUILDING SPACE FROM TH4 -1 ' U -to � � INSP'Cr,',`IQN AND TREATMENT FOR � z CN4 I . i�) I .. ... I . �,�A$T SIX 1hCHES OLEAR. E S rRUCT RE, ALLOW FOR r �. c� .1 ARE TO BE SELECTED by THE OWNER. , I � . .1 . . . . I . .. I " �, . I . �u r I . . 1. I . . 11 I I 11 . CODE 2010i SECTION 703 FOR WALL TIE INFORMATION. . TERMITES. I ":� -�:. . . . � . .�� �, . I . 11 I . , . . . . . . I I . 3 - I ' - '. . I .1 . . . I . . . I i * . .1. . 1. -, 1. 1, : ,��,' . I . �� -,, -1 I i 5. TRUSS MANI'LFACfUR�'R. SHALL PROVIIJE.TRUSS LAYOUT% PRQFIL - Al ;:-' �QALQV . . . . I . 11 1. . . - , Np, , _L.kT)QN.S AS. REQUIRED . . . E F ' I �,. u , I _E 5 . � , 8. IN Q,RPER.TQ PROVIDE FOR INSPECTION *FQR TERMITE INFESTATION, CI_9�1�ANCE �BETWEEN EXTERIOR WALL �� , L -u . . � ' '.' . I - . I ­� i- .", 1, I . I " BY THE 00,10)ING bFPAR'TMENT. 'THE TRUSS PA�KA6,� SHALL IBE.�ROVID` ;��().:'fH(fStNUCTURAL I I C_� � � . � � I :, �, ,, .��Q , . . � (DOVERI�Q3 -THE EXTERIOR Or A BUILDING SHALL NOT BE LESS THAN 6", EXCEPT . � I � � .' ' . . �­ I �, `� �L � � I :1�1 T , - * , . . � ., . A ., AND hHAL EARTH GRADE ON . . .. z (-.-) - - I ENGINEER FOR HIS REVIEW,. 'THE ENGINEER WILL.RELY ON THE T R,U 9 9 PAQK,AQtFOR, UIPLIFIT 'AND GRAVITY . . . . .! . . . I . I . FOLLOWS: , I ... . I . I I . .. , . I ,� , , , , . .11 . = I I � . I , - . � I I -TE ,TRUCTURAL AND . I .. -, 11 ­ - � I ,. � 11-1 ' _S -THAN 6/8" *THICK ADHEffl) , DIRECTLY TO . THE MASONRY I V) -_ i I . PWCAQLE) SYS , M$. THE $ 1 (q), PAINT ON, DECQRATIVE CEMENTITIOUS _Fikl�H LES . I - Z I . , "I I . I 11 WOOD MAMI '01' 0-IrIGATIONS , � I . 2 . I � . I I.''. ­�,�_� I . I . . , . . LOAD A I N,ALYSIS, FOR rHE ROOF AND FLOOR (IF AP I . I I I . N G- S' I E I I . ' 'LL, . . I ; . . . I IF/WH­ ' . . . FOUNQATIQ,� sjb,R`A . 1 1. I - . TRUSS DRAWINGS SHALL PREVAIL OVER THE FLOOR PLANS EN A CONFLICT OC ,CURS. . . I I ,, ''. , . ' ' . "I . I ,�� �1� . . I I . . I . . . . i . . � . I : ,,,, z . I � ­ ­ ­­­..�___ _._,­__-- __..__._____.___ � I � . I . . I � I . . _______-_1___-___-____- ACC��'S Vil, I LE RAMPS WHICH RISE TO THE INTERIOR' FINISH FLOOR ELEVATION FOR THE WID FH OF _, �-_­' � . . . I I " I � . I I I � I 1 �� q . .1 . - (I I , �,� QR, �. HIC I I � .L . . I . I . � 1. ALL BEAMS, COLUMNS, AND RAFTERS, SHALL BE SOUTHERN YELLOW PINE NO. 2 GRADE OR BETTER. V NY � , � . I I . � I i: �", I I I I . . . I I 1. 1. I . : � �. I 1. . �, I . � I I . = . ' I . . I .. . �� . . ' ABOVE . GARAGE SLA. S - . I . . . I . . . A. 4" ogPEQ.TiON spAcF. - . . I �� . I - . I . �- JOIST, STUDS, PLATES, ETC UNO SHALL BE NO. 2 SPRUCE, PINE OR FIR. .1 (Q - i ­ , . . . �, PATIO. A.ND :. I . . . 1: ­ . . I I � I I .I) IF PATIO HAS BEEN SOIL TREATED FOR.TERMITES THE FINISH ELEV .. . I . I. I ' - I.., ''I ATibN MAY MATCH THE BUILDING �- Q( . . I I q , I I . I 1 5. SIMPSON HARDWARE GE�ERAL NOTES: . . . IMERIOR rINiSH FILQ60 ELEfV0ONS ON MASONRY CONSTRUCTION ONLY, . I _L F�, � . I � . . . - - I . . 1.1-1 . I M I . I . ­ ' -- I � . . -0 -' . . . . . . . .: . . I . . I I.. I . . I . � I AS, NNY Y�NEERS. I . . . .. . . . . I . . ., '! 2 1 . . 11 I I - �z 1, � , . . . N � M I 0 . . - , I 11 I � I � . �:, � � I A. tiEE� "IN NOCiIQNS TO. THE INSTALLER" IN SIMPSON STRONG -TIE WOOD CONSTRUCTION CON. � . P. - - ". REATED WOOD SHALL.BE USED FOR THO� " , COD M -jICH FORM THE CL . le 11 ... T, z � I .� I I I. . 11 . . RR . 1 3E PORTIONS- OF W EMBERS W[ _ I 11 _�S VATIVE TR � . � 1. rAFITHWORK & FOUNDATION . .. I—. I ­ 3). INSTALLERS ALSO. NEED TO READ ALL PAGES OF GENERAL NOTES. x I— , ­'. ­ 11 ' OF 13 1 UILDINQS, 8ALcONIE PORCH , I - BU�01N,O - . I '. � I I I . ': . . . " I 1 2,0 1. 3 - 2. 0 4 NiAN'MAIL( CATALO,q Q-2,01 . I STR�CTURAL SUPPORTS . , . S, ES OR SIMILAR PERMANENT I � I ,.. 7. 1. � . . I . ,!. ; . -...r. , � "I � I � I I N,AiL CO H'' . APOU '' EBS -QUATE PROTECTION FROM - 1� z . I I .. I I �� �, :;, I b. I I " I R RS AS INDICATED IN THE SIMPSON MANUAL. . - ­ ... 1-11 .... � .. .... 7-__...-. ,..­­­_­­_ --,-...�1.11�.�-..-...--.�..�:.,----7 ...... ­�,­_­ ___ 11-1. ­­ ­­­........._�', �­ I 1: ­­�_,:­­ ­,­_ ­­ . .____._­­__­ I I , . I . � N.TEN, . ED TO T�E WEATHER WITHOU1,A0E , I ­ � �, 1, '' 1, ; i" � ", � , r ,;�, �: I . ., � . C . WHEh EMBEDDED ,STRAP IS �QNL THAN 1-1/2" FROM TRUSS BEARING, SIMPSON IviTSM-20 MAY BE . _9,p�; � ON OV.ERHANG TO PR�VEN M , ULATioN oN . THE SURFACE OR AT JOINTS ,:, -1 71� . . � :� . I . . A . R� -AVE2 � bl T OISTURE, AcCuM I -1 - - .1 .1 = I. UBSURFAQ-E iNV�t­[I(3.001\1 WAS NOT,0ER'FQRM1ED AND A GEOTI�CHNI'ICAL �N,PIXE�RING RI� P Q - , I EA. STRAP, USE 7-10D NAILS AT - TWEEN MEMB,�R�. )NCLU: CKING AND VERTICAL MEMBER S CH As PosTs, ­ � . , 1, $, , . I - �, " 1. � � " - 11 RT I . TA C EAM,, USE (4) MIN. 2 1/4X1/4" DiA. TAPCONS c I I PE DED ARE GIRDERS, JOISTS, DE S U .1 �, . . . I I.: I . . ­ � I I , ' AN!" COLUMNS. � � ., . I - , , - WAS NOT AVAILABLE, FOR. FOUNDATION. DESIGN or THIS PROJI�C T. IF' CON FR,ACTQR .4 o�&,NER OLEM . " .' s . �. - �f � , . . . .. . � I . . . I � � I EACH TRUSS � THIS IS 0001) FOR UP TO 1,000 POUNDS OF UPLIFT (2) MTSM 20 CAN BE USED TO PoLE D . . I I IT NECESSARY TO HAVE THE SOIL TESTE , HAU ' -HE" 1OW . : , � I I . , . I I I � . I � . ,P, THE CONTRACTORS 5 t , N 'L ACQUIRE . . I . . . � REI p S� R . � I I I L_ :� . I . . � OI I To HOLD'ObW'�N A �A'X. UPLIFT OF 2000 POUNDS. WHEN EMBEDDED STRAP IS MORE THAN 1/4" FROM . � I 11 . fRU .. . TE WHICH . I '11) L11 . ; , ". I - ­ .1 -1 I 11 .1 '' . . .. 11 � . I I I I I ::: '! THE SERVICES OF A QUALIFIED CLOTECHNICAL ENGI�IEER To P�RFORM $.UOSURrAc� s I 10. ALL POSTS PQI_i�,�S, AND COLUMNS SUPPORTING PERMANENT 5 ,CTURES AND .EMBEDDED IN CONCRE .1 a I I .. . I . . . I 1. I . ., 1 . . . ­ . . 1, . I I � I , I . THE CAP AS NAILER. IIM S ALL 1� ' � I . I 'BUT LESS THAN, 1.5" TO THE BEARING MEMBER, THEN SHIM TO FILL I . SF H " -HALL . I . DATIQNS FOR D� I I . .. . . _, .Cf W ,, D PRESERVATIVE. TREATED WOOD SUITABLE OR ,�'. -� I 11 INVESTIGATION$ AND, PROVIDE RECqMMEN , S19N IN.Q�U,QI,N,O $9.11�: . � .IN CONTA ,ITH. THE GROUND S , BE APPROVE I , FOUNDATION , I 1, .-.._-1-1 I ­ 11 I � - 1. . I � -, -,�, ­­�­ � � I � I 11 " EXTEND FULL H,EIGHT,AS.NI1E.1EpED. . I ­ . .1 I EARINQ OLT,IGN PR,�SSQR�, COMPACTING QRIIERI�, A�b PEAFOA �Q � I . � ., . I- OR T USE, OR SHALL bE APPROVED NATURALLY DURABLE WOOD. . p , , , ' M !, ;, .010 R'LOARD 'TO D. QQNfNAqTQR MAY SUBSTITUTE ,CON � . . . . I J. . I _ _ � . ,�!NQ , MUCK OR, ORQANIQ 5tRAfA, DURING CONSTROCT0, THA ,CQNT1kACTOR 0 kf� , P Q N -, � BI , q,LF-r FOR I I I ­ . � - NECTQRS, OF EQUAL QUALITY PERFORMANCE AND MATERIAL . I I I � � -:� ,� I . , . ., I . I . . � � I I I �. I I . I e -, ,. , � � I ­ .� I . � . . .1 .. I . , SPECIFICATIONS AS SIMPSON. EXCEPT IN ORANGE COUNTY! � I Il - W. Q, F U R �, 1 NIG STRIPS OR ,O THEIR WOOD MA MIN,O MEMBERS. ATTACHED. DIRECTLY, TO THE .INTERIOR OF I � : ul' � . I 1 09 �, , I . I . , It . PERFORWHa ALL EARTHWQRK OPERATIONS IN 5­[Rlct AcOROAKE WITH THIS REPO�T. IF FOUNDATION . . I . . I. . . - . RADE S �", (p I. . . . � LS BELOW G TURALLY DURABLE OR , , U-1 � F,' TERIQR VA�SQNRY. 9,R CONCRETE WAU HALL BE APPROVED NA �, RECOMMENDATIONS AND,ALLQW'ABLE SOIL CAPACITY DIFFER FRO' THE DE ,'. s�Nmptioh OF � " � - I I I M ,siGN I A I PRE8FRVATIVE-TNEATED WOOD, . I . . 7) it 1 �. 0 '' � � � O,C�UR, THE I . - 11 ?Qo(). PSF, tHEN MODIFICATIONS TO THE DRAWINGS WILL PE REQUKI), 9 , THJ5 . . - .OQQLQ , I , � . � I I 1� 5-- � T LL STOP CONSTRUCTION AND NOTIFY THE OWNER AND ENGINEER I�mLblAfELY. I I . I r ., ' ' I . "'. z 1 ' . I . I � 12. AT MASONRY CON: Tk� Cf[*. CELL$ AND CAVITIES IN MASONRY UNITS AND: AIR GAPS BETWEEN BRICK, STONE ­ 11_� 1! . u 4� . . T � . ­­ I - � � _ - . . . I I . � .1 . . I I � I I 1. I . . . . . �. .. I . O . R �A,A�Q�RY VEN S. -Y � . tRUCTQRE 9H . i . -PRESERVATIVE TREATED OR I - I . - () � I . LL NON TION3 . � ' q .. .. . .. I � . . . . . ) ,�j , 11 GOVERHM�EWAL AGENCY HAVING . . - 1 0 N C 0 N Sil T R"0110 I T ON' N,bN--"NATQ,NA'LLY bUR:A8LE wboD, OR OTHER . CELLULOSE CONTAINING . MATERAL PRIOR TO CONCRETE � L, . I �0 , 2. AL.�,�VQRK SHALI_ 19E PIERFQRMED IN A.CCQRDANCE WITH THE RUL�� AND REOU�A , qF ,THE : , . I C I r JURISOICTION' �' to. A�L SAFETY AND SANITARY FOUNIIAT . . P�LkE�MEHT. . . � �,' , , . � ,j I � - i7 0 , , I - . . I � . � !� F5 . LAWS, CITY, COUNtY, STATE, AND/OR FEDERAL ORDINANCES WHICH APPLY. .... --11111 ------- -----.��.-----,--------,----------",------7-----*,--- � . . . 1� . --..__-__.__._-__1- ... ______ . . ! w I , � I. . I . . 13. CONI � I ., . ,-. �� I . Z . QO . I I . -11 ..''"', . I . i . 1. I I I . . I I 1. i DENSATE LINE,� ANO Roc* bOW,Nr5POUJS.. SHALL DISCHARGE AT LEAST ONE FOOT AWAY FROM THE * ��,._, z� �11 � I I . ND 'STEPPED,' STNUOtUNL Stt�(A L: WHItTHER BY UNDER(3RouNb I 1PIN0,, TO EXTEN81ONS OR SPLA$ -H BLOcks. -,, :� 1 - FQQTINGS S ALL BEAR ON ' I LL P AL ­ , Q I Y,N.DIS URBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL A I- . . - I .- .%, . I . _ � _ ,,, I IRRIGATqk/ORi� , _'� � T '. r- I . 1 7 .." I . � ­ � I . �', q . A'S REdUiRE'D TO MAINTAIN, THE 'REQUIRED DEPTH BELOW THE FINAL GRADE. . ikLA systF.vs AND RISERS FOR SPRAY HEADS SHALL No BE INSTALLED WITHIN ONE FOOT . 1� I,- I . N I . I , .1 I � . . . . I -1 -1 V). . , . � . . or fHE [BUILDING SIDEWALL. I . , - I . I I I ­ I I � . I i CON6.11ETE'' SP�OlFicfiT ION -S . 2. FILL MATERIAL SHALL BE FREE OF .VEGETATION AND . ORGANIC MATERIAL. I . . . . . . .1 . . I I C., . r_�, .1 � .. i, ,, i 1. . ..... I � . I . I :. . I . . I . . . I . . I . . I ,� ,�j Q) 0 1 1 1 1 . . I I . I . . I �, IL . . . . . ­ I . ­ --11. . -.111.1. 11 .­­­.. � . I.. �.­­ I.I., I...",. ­­ 111. ­­., ----.I........ ­­­ � -1-1.1.1-.- -1 ­­_ ­ .1. ..�....,..�....��...,.,�...,-.�-..-I ...... I-. 34 T�E BOTT,OM OF THE FOUNDAT,ION SHALL EXTEND NO LESS THAN 12" BELOW FINISH GRADE� BUT IN ALL 11: I I � I 1, ''I. _­ . . . . �, �� . . 14 . I 6A�ES 'SHALL UtNb 'To NATUNAL SOLID VIRGIN GROUND ON cbmPACTED FILL. . � . . 2 rlj . u . . . . . -1i � . I I . I I I . . a I ,. . I . . . . . I . . . BUILDING CGDE DATA . �. . . . / �-' I . . . � . 1. READY MIX CONCRETE: . I � I I 11 : . I .. I ovibE A 4NIMUM Or 8" ABOVE ,FINISH, ED GRADE TO THE BbTTOM'EDGE OF sibINq. At THE FOOTER. I 1--.1- ­­­ I—— . . � I . . . . .. . ... .1. . . I I = I .. . 4 ".4 1 � , 4. 0 F �.11- 1.�-,-.--�1--�,-��..,.-..��.�.-.�.11--lI -1.7-1-1-1---1 -__._1..111_1- .... ­­_... . ...... ­­. .��....'�ll.,.-..'�.,�.,..�..�..,. w 1--- "I � - . ,. � I ­ . . I . CONCRETE SHALL 'BE tRANSIT-MIXED CONCRETE BATCHED, MIXED AND SUPLILIED IN ACCORDANCE WITH ' ) i � � L B ' i I. � � . .. % . �� . � 00 . �.. ,* . 1, . 1 �., I I . I I . . ,. . � � .1. ­ . .1 . . . . _: "c' : . 7�_ 1 1 � . I . 11 SLOPED AWAY FROM THE FOUNDATION FOR PROPER DRAINAGE. . �.Ou .. . . I ,, 1, , : , . I � � I AS FM c94. I . . I . . I . . . , -SINGLE rAMILY 14ESIDENCE . t2 't I I . I . . 11 1.� . 11 PANCY TYPE . R � I . . I I I . I � - I : , . . , : . .. . � ' ` - �. . . � . - �" I . � .�, � . � . : . �.. I � I . � �. . . � �j �� . . - . . 2. CONCRETE SPECS: � I . - .1 I I . I I � I 1. . . I NCRETE Sf- TH SHALL MEET OR EXCEED THE FOLLOWING COMPRESSIVE STRENGTHS AT 2 8 D A YS CURE. Q0N$TKu'QTION I I . � T, . . . - - . STANDARD WEIGHT CONCRETE; 3000 PSI STRENGTH AT 28 DAYS, 470 LBS. CEM . ENT PER CU. YARD, MINIMUM, 5. CO RENO I . . . . . I �'. I . - 1 Tyiff I . I I � I . . . 58 . . , "' . . � I I I . " ' ' I I .. . N0, or STQR K�S I � . I I FE i I WATER CEMENT RATIO To BE ,0.58, MAXIMUM'. I I ,,, 1. ,. . . � , ' .. I * , . 1.4 ".1'', ..:t,.�. 1. . , . . 1,� _.�! . v �4 � I ­ � - 3000 PSI I I ' 'TE, ,ION PIROVIDE0 r . . ' .1 . ` ' ' ' ' - . I -FOUH,bAF!b. /rOOtiNIGS HOT' EXPOSED PIK� P'.IRQ NO - , ; . � ��.N,S . 11 . . ,Q ., , , I � . I I STANDARD WEIGHT CONCREtE.,FON �'i..PUMP MIX (IF kEbUIRE6-. moo rj�i 73'fREN,0TH, AT Z� DAYS, M ms. . TO WEATHER . I I , I ­! . ­­ :: I � _*.1 " 'I', V) � I I I I I I I , � . . . . . . . . . , , , DE .-TION I, -fl, � . . . . . mQ IT YES CEMENT PER C.Y.1 MINIMUM, W/C RATioj ar��, MAXIMUM, goo LoS. Wmlmum Qr -3/8', . .. ­. '. I . � I � ,. KE ­ I I , kQ $YSTEM$ . I . � I 1. I � 1; , :I'' J, � i 1. : ­ .1 I ___�INTERIOR SLABS ON GRADE 3000 PSI . ­ ­ 11 ,� I .1 I I ­ . � . . .7 - ,y c/ I' i " . . I - " � -6o P . . . � I . RQ' ' - " ' !OHf NO & . PE -r., �j '. . I �­ StAhbARD WEIGHT I cbNQkE'IE F � OR � MASONRY FILL,CELLs ONLY: ,30 -.TRENQTH AT 2,8 D,AYS.WITH A . . I E t - txli SiON 8" . , .'", RMIT # -_ /, . (j . � 1. . I . 2.1 ,. 1 ,$ 3 . I 1, Pff i: NO , ,, � _1 I i , � � .. 1. . t, I , , ENPY L .11 � .� 1, I . � � I- c� Ln � , , .� I , . : , �� � �1_ < I .11 I COARSE AGGREGATE 3/§" MIN. W/C RATIO 0.65 MAXIMQM, NOTE; THIS CLASS OF CONCRETE NOT TO BE USED --rou��ATI,0�,s, �XPOSED . 3000 PSI . , . . ��11: 40 MPH � . � y 10 I . . - ,. . 1, NQ- $* '0 , , �' 11i. , '. . , I I . . W1. , 'p -EQ (vul C I ' . . . I FOR COLUMNS OR TIE BEAMS. TEST IN ACCORDANCE WITH A3TM C 1019 . I . ib. ]-HE WEATHER .1 � � ) �� ��. I 11 I 'i I . ��- I () �'� � � * I . . ' I I . . " - � I -1 . I �. -.1 . . . . .. . W IIM - FAC . � I '11 � I 7 0 N . . - - imb . PWANdt tbri ,.O . D . . -EXTERIOR SLABS, & STEPS 3000-4000 PSI (SEE DETAILS FOR LOCATION) I ­ ­ - : . " , '' ,.� 11- .1 I I . I z I'" I . . � . . �.y . . . I MOOSE' D , . z 2 � .� � I 3. AIR EHTRAihIMENF: .. . o R � . � I�,,P!NQ. QATI'QQPIY - � I . I � i �P � I I . . . . . I I ,, . , �, '�� " I I'' I I . � Z 1 ".4 C4 --� I � . � 2 7. To 47. ALL CONCRETE - I . . . I � ' � 0 RhY � I I � 11 B . � I . . . .� I I � I I � . .. I . . I .. . WIND EXPOSURE CAT��G I I ,�) w . LL_ . . . I . . .. I I , 1. � .: , 11 .1 .. . I �� 1� % I . , , , . � I � I . . I ' . . . . 11 I . � 1.) . (1) W I . . 6. 6,(D,N,QR,ETE FLOOR SLABS SHALL BE CONSTRUCTED- WITH NO INTERVENING OF SPACE BEWTEEN THE 4 1 � . . _1 � 1. � " I I I � - . INTERNAL PR�,�8811jh.� 000. Q.1 8 p ,�- I 1. (3 . � . I I �i I .1 ­ - �! , - , - ii , I ­ " , �'­ � . I . S z : 1. . I i ­ � �� , %�,OqR ,L�N�P. 4 .9UILDING .WALLS. ALL,_OPENINCS IN THE FLOOR SLAB SHALL BE PROPERTY PROTECTED . � " . " - � , ..� . � - _ - . AGAINST THE PASSAGE OF T�kMITES AND RODENTS. I m"pi 0 . WIND PRERsURF: 85.3/-41.2 P.S.r. � 11 , u , . c� . i . . � "OON "­ "'.� 1�_� : . -, ci , , ;, _ :,�, I . � REINFORCING STEEL 8PECIFICATIONS I WINO RORNE QE . . . - z F I W. . I - � , � , . I I I ",OrIij ,S REGION � NO . - ,a - � I . : I , . ,- r - � 1: I . . I . �. cbkck0i� okivLWAY TO HAVE CONTROL JOINTS. I � I I ,,,, , ,. - . 1, I v I .? . .. .. -1-11-1 ­�­­­­­­­ ... �,.�'....,.�"..-�-.1��..".-�,.�..��..--.,.�.-��� ...... -1.11..1--1_-- I ­ ­.. 1. ­ - . _,'' ._ ____ I".." -1_-1.-_.-_.___-1-1. I � . I J) I .1 -11 1. � I I . I . . . I HI VE 0 TY �AN� IZ . � I I z . �� � i. L L ci" HUhhIC ZON' NO I . - � I ' I .. I . . � I . I I . . 8. CONCRETE SIDEWALKS TO HAVE -3/4 INCH TOOLED JOINTS AT 5'-O" O,C. . I . I . . I . .. . � ,-) 2 1. I I ,I,, b �' I- ALL R�INFORCING STEEL SHALL BE NEW DEFO FREE rRQ,M. ack� �Np Ot AND SHALL I . I I � � I � I . . � I �a ��, 11 ­. ,� I I I ­ I . L, . . .. I I � . 1, . I I . I I .. 1. ' I . � - W I I ''I .� I I -1 . � _�, MEET AsrM A-615. REINFORCING FOR FOOTING5 SHALL E O ECAST CONCRETE �- kb0OR0,1110 �tLLL to 'BE MINIMUM A-615 GRADE 40, AND WELDED WIRE FABRIC (WWF) TO BE 6-6XIO-10, U.N�O. BUILDING 6OD'E1 If: � . � 1.1i . L. I L . I I. , � - - 2i . ' . T ­�' RA� . . . 9 1 N 15 FIVE 0 . . L . . . � I . � I . . 9LOCKs.oR METAL CHAIRS. TOP REINFORCING SHALL BE PO5ITIVEL* S1,,!PPcL)RTrt_-D sY EMPO RY I I I I I . . I . I . . - � � � I I . - '.'- . � L I I � . . � I 1. . _ . - - 1, AWN BY , . . � -1 a P, N . 'p1`OLYETH1YLtNE. VAPOR BARRIER LAPPED NOT LESS THAN '12" AND TAP D U D I PLO"I Aufibl GO DE ES Ll A L -11i I , . IR D L -d- R IANTI;:L�'OA "I - . 51RINPERs. DOWELS. FOR COLUMNS AND FILLED CELLS SHALL BE $ECQ - By USING OVIOL 6 M I L �N6'j.' " E N ER ALL ,- �.NEC 2008 , F , , RED IN PLAc 1 E 1HOE . . . . I . . I I N� ` NA . tIONAL ELECTRIC . 000t - ,� - ADDITIONAL CROSS�REIN I I 1, ,TO FOOTING ROHFON60, I 5-ftICK$ IN R1 ,Q 11.::-'A."�'�­I, . '' - I - . . . I I � . . ��:, 5.)_ (::�� , � L, �, ­ . ORQINO TIED _ _ E,INrQRCIN W . , � Ho',�, -.�, , i -1. 0k,pV.I,DI ' "' ' - ,T-!R,ATMENT AT AREAS OFNEW CONCRETE SLAB AND FOUNDATIONS. 1� * " � .1 . , ,� ,­ . I � � FLORIDA FlAt PRWENTIO I NI: '00' Dt'L '201 0 . . L.E N' ' '* Atti PlIEDEhAL J ,�; DAlt I . ' PERIVIITTEb SHALL HAVE A 25; MIN. LAP SLICE . L MINIMUM CLEARAHcEs UNLESS 5 -1 'NN 0 rHERWISE ._0 ,E,jERMITE � � . I A P PI 0 b A 6:' � FPA ST . ,,, - . I C NCRETE SLABS UNDER ROOF. .. � .1 .. . !. I . _� (,:." . I 11 ' R FOWS: . � . . 1. . I . . �.. . I . � . -I ", 'O b k 2'� 0 i 0 I I I ' I L. I FLORIDA PLUMbINd Q I . I AN61LOGAL CO'bF-8 & ORDINAINGE'S T1 /4/2, 01 3 . , � � I I ' , . N . . I . (-) ­ � ­ � � . _-1. ­­ I - ,�­ � ,' L 1; !, , � �- � 'L_1)'! .; 1 12. nik rokQt F�OTIN S ,, / #5 BARS AS INDICATED. ALL BARS SHALL BE STANDARD ANDCONFORM TO I '�, u.) " . .06 ' , , . .. . , O W . . I ' 'bb ' I I I I I I , - I - , Akm6m I I AW916N 6AV . I I � IF TING .. 2' U QStb � , I I �� G A'3b5. . I 'H N16_11_0 I � I I ,,, 2,.. S: 'FOP: � , TO, AIR , AStM bES'1 NATION FLORIDA' MEG ANI A E 200 � L -i - � . . . . I I , , i I I . I . . . . I I . . :ICE � cj I I BOTTOM AND UNFORMED EDGES: I i L�,AR To $�[RIFAQU RTH . , r . . I ­ . � � . ­ 1. . . . . I I I I . 7 ul I ,,� 1 /2:: C , . . . , 00 - - I U I 1. L . 11 ." i F��TE R�EINFQRCEMENT AS, MAY BE USED IN LIEU OF (3X6-10X1Q VVWF IF 'THE MIXTURE . . I � I . I I . .1j I BEAMS, COLUMNS, ANO WALL$; L., . 1 1/2 CLEAN TO TiE'S RtNr'6�d�i(�3 � I I 00 ,) ml� i , . . 1. � ' . - Q� I � I I . IS CERTIFIED BY SI o AN ACCEPTABLE EQUIVALENT. . I ,� 0- , I SLABS: TOP AND BOTTOM REINFORCING: ,�/4 " CLEAR. . . I I .;. I I- . i , . I 1: I 1- I .1 � I I L It, . ,� � I � . . . . . . I .. I I I i� .q S&d I . i � . . ; . 1 7 � . 11 , � I . . I . , . I I � I . � 7� -1 � , . I .- _1 I . . I . , , . w �_�, 0 V7) - u � : S I , 5 N -1 A , 11 d I `_ "4 () 10100 I I I I I � .... A5 :N'Q�Q�� . I ,� T.. ­ , j I I . ! . . I. " . . . . . ,):I" , I- . . . . I ,,, .. SHEET I � . I . . : I I I I I I . -1, (p I � I � �* I I �� - . I . . . I I .1. ,�, i I , - � . . . I I � . . . i4w, cr) � . . I . . I . I I Z i . I . . . . I .. Lij A- 1 19 . i , I I . . I . I I . I 2: I I . � . � � I . I I -_ I � I I . . . .. I � . . � . I . .. � I I . I ... t� . I . . . I � ;, I . .. - � . , I ,,, ., . , ,� . . I 1. ��) I - . I � � I . . �. . : . . I .1 i ­ . . .1 . . I . � . ,� 1� � � I - . I 1 ­ . .. , . � �� � r_ . � % . .­­­'�'­ _:' I..; � �". 1. .. 1, . I � '­: ­­ _�­ , 11­�­.­ � -1"';., , I I I L , I , � . I joWjj;lj� 1­­� .11 � I . , I . L � I . I I , , � � . I I . � I � . � . I I . . . . I I L I �. I I . : . � � , ­ I � :, .1 1. I I - � - I �� ,---.1- , ,.,�_,_, � ----1-1 � - �, , '_ ­- ­ � ­­ -Z-- ­­­­ _�1111-11­ " �.. . I . '­­ L, ," , ' � ­ " , I �. � I � , , . . . . I I , . - . I � - ___ I ,. . � , � , I I I -1 . . ����� LLLLL , � ' - I I �, I . I . . . . . . lllfdilil� . �L I , , I I . I . 11 , I � � ­ IT I I - � I .. 1-1 ___ - ­ ____­,_. 1 , __ __ ��__ I I ---. - . mmm� I I I . I , . I . I � I I � - � - I , . __ - I 11 I I . I � - . . I I ' .� I ' ' '. I *�-�. I ,4ftw4ww***"k*m*w . � i"d � -1 I I , A . I I . . � . I . . . I I . I I I . I I . I I I I . . . . I � . I I I . I . . I . I . . . � . � � . I I I I . I . � . . . � . . I . � . I I I ,� . I i . . . � I . I j . I � , ; I .. . . � . I . . �. I . . . � .. ;, � � , , �.�:�, , i � , 1 1 . � I . I . ... : . . . I I � : I, . : � � , ,: I L � . : f I I I . . . . . I . . I . I � � . I ., " � I I . �� .6 iE� � In r--� �. CD � _. LIC) 4 = 9_1 , I , � ��) ,Z� 61", -t- J_w 12 I- 'n. 9 9 . . C-0 [I. -1 �: 4 �� . ", c= 2 . W " .11 � I � . 1-1 " '1� �� � i; �, 2 � (�,_ W 4 =�� I 0 =1 � C) , �t� I 1 'i I .. 1) 015 8 M,w� � m I ­ L_ �_j w �t � -'r , ^ c-3 17- 2- j g p ,g I , 11 cL_ I w ? , " (D L_5 IM w- j CM, , C-3 � ., 1i . V) rl- _­ I e !3� �� 8 - _ !�� ]n I .0 c=3 h� ,z) a roo �� . � ­'. P I I cz) --I-- C-) I I . . . :1 I 1. . . I 1. I V � . . I ,, r�� \\ ___:7 - .::� - \ C__r_�, __ . .___� ­:�__ :: . I _��_��__ - I--- I I I %*��...�� I � . � .. . I I . .1 . I . . 7. THESE DOCUMENTS, AS INSTR I UMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER ANQ MAY PITCH CONCRETE SLABS WHERE REQUIRED FOR DRAINAGE. CONC I RETE SHALL NOT BE LESS THAN THE . * . , , , , * , I I ' ' I I . I I � I- ... I I I I I I I I . . . . . . I I : . . �-: � . I I I - 1. I . . I � . I . 4. _IERTIFICATE OF PR,QTECTIVE TREATMENT FOR PREVENTION OF TERMITES.. A WEATHER ,RESISTANT JOB SITE , : . . I . NOT BE S CED wiTHOUT 'THE EXPRESS AND WRITTEN CONSENT FROM THE ENGINEER. M . ­ . . 11 I . .1 . I I q T' . 7 f,? � ,jNIMUM SLAB THICKNESS SHOWN. Pbs *1NO, O&Nbi .SHALL BE PROVIDED TO RECEIVE.OUPLiQATE TREATMENT CERTIFICATES AS EACH REQUIRED :� I . �' I . � . I I I � . 11 . I . i � . . I I . . i I .11 . I I �-CTIYIE,J ANENT is COMPL�'TIEI)j PROVIDIN * ' i � I ' ' ' N 'To WHOM -THE PERMIT IS ISSUED z . I - I �� LL ANCHORS, IN,$ERTS, AN,D PLATE EMBEDS FOR THE SUPPORT OF STEEL SHALL BE PLACED IN F'�O)T ;, N E G -A COPY. FOR THE PERSO .. I � I � I I . . 1. _ ­ I �- . I :. . 8. MECHANICAL CONTRAC . L BE RESPOHSIBLE FOR TH INSTALLATION OF THE, � ACCORDA CE 11TH APPROVED S I HOP D I RAWI I NOS IN CONJUNCTION WIT I. I . I I A ,. _ ..R CQF�Y.1�91R TFIE BU I iLDING PERMIT HLES THE, TRL � 'MEN f CERTIFICATE ,SHALL PROVIDE TH I E , 17� C�l . . N W H THESE DRAWINGS. ,ND ANOTHE AT , . . . ­­ , � _ I � ,��, . H.V.A.C. SYSTEM. HEAIING AND COOLING SHALL COMFORM TO THE "ASHRAE" GUIDE. I bUCf USED IDENTITY OF -THE APPLICATOR, TIME AND DAIE OF THE TREATMENTj SITE LOCATION, AREA 'i I . PRO, 1. ' , � . . ­ _.ir � . I . . * � fi�p, �,c�i�qi 'A' ' ` . � :ENT �bHCENTR TION AND NUMBER OF ' LLoNs USED .TABLISH A , . , �, I .1 I I . . . I � 11. !. . . I .. : I TR,"A , .1 C _L USED, FERC A . CA .1 TO ES � ,�, 9, INS -FALL IN80LATION AT EXTERIOR WALLS AND CEILINGS TO MEET FLORIDA ENERGY CODE, WITH THE V , RE OF , - I , � - - ­'.. ­ I- I . _�,NIFIA91�E �,CORD OF, PRO rE IVE.. TREATM, N T1. , IF TH E. �011_ CHEMICAL OARRIER METHOD FOR TERMITE :_-__:�-_---:---- * - �_­-­ - -1; -:; � I I . . . I �� I ''. . � ,, , � _ ., �� ,.f ­ 1, - . j . I I � 1 4. , , I I . PREVENTION IS USED FINAL EXTERIOR TREAT ENT: SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. _�! :7, . I I I . -" I - ' . . FOLLOWING GUIDELINES: ROOF 0 VAU . LTED . CEILING, BATT INSUL. R=30 MASONRY . . . .. . I ". - I . ... . V, . . . - � - I I , I I 1. I . .. . I =i .1 ,�,-�.-�l.--..�'..-�I.I.�"-.-...-..�'....-.---;-.-",-.--.-.-------..--- �-.--.-----...-...-.----�--..�-.------.--.-...---.-,-,-� ........ I ' I I . � �,. ­ _ - . . I � 111. I - . . . 7'.11' . FRAME ,WALLS R=13 . . . I . . 5. NOTIO'F OF TERMITE PNOTECI ION. CONTRACTOR 10 PROVIDE RECEIPT OF TERMITE *TREATMENT UNDER ttPQ q I AbN . . I . ­ ,,�, � . Cmu WALL . R= � 1. ALL M . I : I ; . I.. I . . I . I I I I . . ,: y" � C-1 I I � . FLOOR R=13 . .. A5QNRY CONSTRUCTION SHALL COMPLY WITH ACI 530.1.-.09 �'S,PEC,IFIcATioNS FOR MASONRY . NEW $LAB. - . - I I i �_ - . ��') I I . � ._ - I � - - ----. :7 "IN I 11 I . . � i ­ -� . I . I -1 � .. I . .1 , I STRUCTURE", UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. . I I - , I I � TuM � PS, DEAD ROOTS,, CARDBOARD, TRAS I 1-1 OR OTHER CELL L -E-CO - AN NO " - , __. ____ I - -1--L 1.1 " .1 � 11 I , I . . I I , . . 10. THE I . . . . I I . . . . .. I I . . FILL., ALL CELLS. WITH GROUT CONTAINING REINFORCING STEEL, ANCHOR BOLTS, WEDGE ,AN I CHORS. ,OR . 6. NQ �WQQOI - VP Q�TATION, s U 05 NT I I - (_.- . - _j -Z " I MINIMUM AND SHALL BE VERIFIED By H.v.A.c. CONTRACTOR. I i j .. . . . .1 MATERIAL 9H ��. bUNIEb ON THE 9,01LDING LOT,WITHIN 15 FELT OF ANY BUILDING OR fHE POSITION OF � �' _ ALL ,, . I ­ . . THE CELL PRIOR - I. _ I , �_ . . . 1. . OTHER FASTEHERS AS SHOWN. HOLD ALL REINFORCING IN PROPER POSITION WITH - I . . I . .. . . : ANY BUILDING PROPOSED to BE BUILT. I I : . I . � !I. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS, TO ALLOW FOR AIR FLOW. AND DUNII�,16 6',F�tdti�IG PROVIDE 8" DEEP PRECAST CONCRETE OR MASONRY "U" LINTEL'S OVER ALL . I � � . . � I 11 . I I �. . I I � . .1 ,. I . . 1. .1 . _�., - I ! . I . , . . I . I 1� . , 1, , ,, �1 .(I,A� " - a, , .: I . - . I I 1. 7-AFTEN QOMPLETIbN OF FOUNDATION WORK, LOOSE WOOD AND DEBRIS SHALL'BE COMPLETELY, REMOVED FROM � ,.,-" - '' 1. I 1. . . -#5 AND . I "I ' I , I - ,, . . . I I . . MASONRY VA4�,'�J�IIENINGS AS INDICATED ON THE DRAWINGS. REINFORCE LINTEL WITH 1 . I -1 rS SHALL BE � �' , ill I . . TF Q " ,-, I .. , . i 2. NEW ,BATHROOM SHALL BE VENTED TO THE OUTSIDE WITH AN EXHAUST FAN CAPABL,E OF . . I i . - i 1); 4, 1 , illtl Ili ,, � . . I I ' UNDI�R ,!,E OpiLPINg AND WITHIN 1 .(ONE) ,F OT, THEREOF. ALL WOOD FORMS AND SUPPOR � I . I _[E UNLESS OTHERWISE INDICATED. CUT OUT BOTTOM OF LINT L AT THE I 1, I � .�� I . I . I . . � - . . FILL 39�,,fI 1��If) IF'[T-, E I , - . . . .1 I -TO 'r I ,,!$(11, l.; . .� I .. . I � . 'op ED 'TO: WOO1 ,kADE �TAKE3, FORMS, I I vI , 0 INCLUDES BUT 1$ NOT LIMIT )EN G !Nb �1 I I,qt r - Q�PL�TFLY NEI OVI�. . THIS , � I I �, M . _ .1 . or PRQPUCINQ A MIN. OF 4 AIR EXCHANGES. PER HOUR� RANGE HOODS ARE; NOi.T? . EQUIRED . . 03,EAR , i" MI ,,,A � END BEARINGS SHALL BE 4" FOR FILLED LINTELS, AND 6 1/2" FOR UNFILLED Q " ,`­P�CtRS, TUb TRA� BO`XES�, PLUMBIN - SUPPORTS, 6 -, , ") P4 � . � ; . " . 11 .�41 , ' I � I I I TRA a RACIN!, ORMS OR OTHER � 11 I - BE VENTED to THE OUTSIDE. I I . . LS :Vi � (,�,t :,;�, . I QON i ' �C­F,ION 3 . I � I ­ �)H6R[1�10, F - .- � � I I . . . . . . I.. I , . . � ;­� ", "6 . '�H , ,,,, I . L - I SE_Cb',NTAININd MAf1-__RIAL PLACED IN ANY LOCATION WHERE SUCH"�,i ' -, ARE NO! CLEARLY L . � I . . . . . I . . . ' . : LINTE HLESS 0 ERVISE IHIDICATED. ALL BRICK SHELVE ANGLES SHAL; BE HOT DIPPED GALVANIZED ' 176� 4,�,: hE � I'A L S L� I � , . I � . -1740 1. I I ',! E , I , X, I . QE , � _� I . Q, . ' N�` �ib` SHALL NOT bESTORED I N . �: - - 1 I CONNECT ALL SMOKE D�TECTORS � (SEE FLOOR P�ANI. FOR LOCATION) 1Q HVU% .LJEQfRIQA � * " M - I iE , 4X, /8 UNLESS OTHERWISE INDICATED. ADJUST HORIZONTAL LEG SIZE AS I -THE WORK. ­ . ,, , A Q Y,[$1,Bi� D REAbtLY REMOV,ApLE PRION To COMPLETION OF . ' " .1 _171� ! � . ; � i � , ; 111� - i. . .. " . ; 1� � " � IE A 11 . .. � ,ViO(. I . I < .SYSTEM AND INTERCONNECT EACH. ONE, SO THAT ALL WMLL,S-OV�ib'��HIENI Ohii 11�3'ACTIVAT�,P, : ,!,NIMU,M,,: N L ,�. � . 'R I C ik FACIE, H UNDER ANY.BUILDING, EXCEPT THAT MATERIALF ' 71 _�� I � ­ . . :, . r REOUiR'Eb t 0 B" !E WITHIN 11/21 " 0 F� B . OPN ,,.ITR T 111 r, .,_',�16H ARE OF NATURALLY . . . !��.. - ,� I '' .:. 1� ,�, A ". 1­�, , , . ;, � I , ': il �� � I � . . . . I ,TAQT W OROUNO : . E TRE I I. , 11, . , , . I - � I � �, - 12�_ " , . I I .1 . . 1 � �';­. ­­. " , I .: . . I ... I . : � . .. � I I . . 00KAPLE WOOD OR V. ATED FOR GROUND CONTACT, AN )iVHIQp - RE iNSTIALLED WITH AT � U" I . . i 4. 'INTERIOR FINISHES, CASEWORK, 06HEN APPLIANCES, DOOR HARDWARE, PL1J'M2'1'1;N"0` iFIXTURES . ''' ' .. - I � , i . . . I .. . ­ I " ,AR�..PRE3SUR - . P, ' 1p, ,. � I ' . . 2. P,RI.Q,,K V,EN,EER, TIES� SHALL BE S,UPPLIED p 10'! O.C. BOTH WAYS ACCORDING TO FLORIDA BUILDING SPACE FROM TH4 -1 ' U -to � � INSP'Cr,',`IQN AND TREATMENT FOR � z CN4 I . i�) I .. ... I . �,�A$T SIX 1hCHES OLEAR. E S rRUCT RE, ALLOW FOR r �. c� .1 ARE TO BE SELECTED by THE OWNER. , I � . .1 . . . . I . .. I " �, . I . �u r I . . 1. I . . 11 I I 11 . CODE 2010i SECTION 703 FOR WALL TIE INFORMATION. . TERMITES. I ":� -�:. . . . � . .�� �, . I . 11 I . , . . . . . . I I . 3 - I ' - '. . I .1 . . . I . . . I i * . .1. . 1. -, 1. 1, : ,��,' . I . �� -,, -1 I i 5. TRUSS MANI'LFACfUR�'R. SHALL PROVIIJE.TRUSS LAYOUT% PRQFIL - Al ;:-' �QALQV . . . . I . 11 1. . . - , Np, , _L.kT)QN.S AS. REQUIRED . . . E F ' I �,. u , I _E 5 . � , 8. IN Q,RPER.TQ PROVIDE FOR INSPECTION *FQR TERMITE INFESTATION, CI_9�1�ANCE �BETWEEN EXTERIOR WALL �� , L -u . . � ' '.' . I - . I ­� i- .", 1, I . I " BY THE 00,10)ING bFPAR'TMENT. 'THE TRUSS PA�KA6,� SHALL IBE.�ROVID` ;��().:'fH(fStNUCTURAL I I C_� � � . � � I :, �, ,, .��Q , . . � (DOVERI�Q3 -THE EXTERIOR Or A BUILDING SHALL NOT BE LESS THAN 6", EXCEPT . � I � � .' ' . . �­ I �, `� �L � � I :1�1 T , - * , . . � ., . A ., AND hHAL EARTH GRADE ON . . .. z (-.-) - - I ENGINEER FOR HIS REVIEW,. 'THE ENGINEER WILL.RELY ON THE T R,U 9 9 PAQK,AQtFOR, UIPLIFIT 'AND GRAVITY . . . . .! . . . I . I . FOLLOWS: , I ... . I . I I . .. , . I ,� , , , , . .11 . = I I � . I , - . � I I -TE ,TRUCTURAL AND . I .. -, 11 ­ - � I ,. � 11-1 ' _S -THAN 6/8" *THICK ADHEffl) , DIRECTLY TO . THE MASONRY I V) -_ i I . PWCAQLE) SYS , M$. THE $ 1 (q), PAINT ON, DECQRATIVE CEMENTITIOUS _Fikl�H LES . I - Z I . , "I I . I 11 WOOD MAMI '01' 0-IrIGATIONS , � I . 2 . I � . I I.''. ­�,�_� I . I . . , . . LOAD A I N,ALYSIS, FOR rHE ROOF AND FLOOR (IF AP I . I I I . N G- S' I E I I . ' 'LL, . . I ; . . . I IF/WH­ ' . . . FOUNQATIQ,� sjb,R`A . 1 1. I - . TRUSS DRAWINGS SHALL PREVAIL OVER THE FLOOR PLANS EN A CONFLICT OC ,CURS. . . I I ,, ''. , . ' ' . "I . I ,�� �1� . . I I . . I . . . . i . . � . I : ,,,, z . I � ­ ­ ­­­..�___ _._,­__-- __..__._____.___ � I � . I . . I � I . . _______-_1___-___-____- ACC��'S Vil, I LE RAMPS WHICH RISE TO THE INTERIOR' FINISH FLOOR ELEVATION FOR THE WID FH OF _, �-_­' � . . . I I " I � . I I I � I 1 �� q . .1 . - (I I , �,� QR, �. HIC I I � .L . . I . I . � 1. ALL BEAMS, COLUMNS, AND RAFTERS, SHALL BE SOUTHERN YELLOW PINE NO. 2 GRADE OR BETTER. V NY � , � . I I . � I i: �", I I I I . . . I I 1. 1. I . : � �. I 1. . �, I . � I I . = . ' I . . I .. . �� . . ' ABOVE . GARAGE SLA. S - . I . . . I . . . A. 4" ogPEQ.TiON spAcF. - . . I �� . I - . I . �- JOIST, STUDS, PLATES, ETC UNO SHALL BE NO. 2 SPRUCE, PINE OR FIR. .1 (Q - i ­ , . . . �, PATIO. A.ND :. I . . . 1: ­ . . I I � I I .I) IF PATIO HAS BEEN SOIL TREATED FOR.TERMITES THE FINISH ELEV .. . I . I. I ' - I.., ''I ATibN MAY MATCH THE BUILDING �- Q( . . I I q , I I . I 1 5. SIMPSON HARDWARE GE�ERAL NOTES: . . . IMERIOR rINiSH FILQ60 ELEfV0ONS ON MASONRY CONSTRUCTION ONLY, . I _L F�, � . I � . . . - - I . . 1.1-1 . I M I . I . ­ ' -- I � . . -0 -' . . . . . . . .: . . I . . I I.. I . . I . � I AS, NNY Y�NEERS. I . . . .. . . . . I . . ., '! 2 1 . . 11 I I - �z 1, � , . . . N � M I 0 . . - , I 11 I � I � . �:, � � I A. tiEE� "IN NOCiIQNS TO. THE INSTALLER" IN SIMPSON STRONG -TIE WOOD CONSTRUCTION CON. � . P. - - ". REATED WOOD SHALL.BE USED FOR THO� " , COD M -jICH FORM THE CL . le 11 ... T, z � I .� I I I. . 11 . . RR . 1 3E PORTIONS- OF W EMBERS W[ _ I 11 _�S VATIVE TR � . � 1. rAFITHWORK & FOUNDATION . .. I—. I ­ 3). INSTALLERS ALSO. NEED TO READ ALL PAGES OF GENERAL NOTES. x I— , ­'. ­ 11 ' OF 13 1 UILDINQS, 8ALcONIE PORCH , I - BU�01N,O - . I '. � I I I . ': . . . " I 1 2,0 1. 3 - 2. 0 4 NiAN'MAIL( CATALO,q Q-2,01 . I STR�CTURAL SUPPORTS . , . S, ES OR SIMILAR PERMANENT I � I ,.. 7. 1. � . . I . ,!. ; . -...r. , � "I � I � I I N,AiL CO H'' . APOU '' EBS -QUATE PROTECTION FROM - 1� z . I I .. I I �� �, :;, I b. I I " I R RS AS INDICATED IN THE SIMPSON MANUAL. . - ­ ... 1-11 .... � .. .... 7-__...-. ,..­­­_­­_ --,-...�1.11�.�-..-...--.�..�:.,----7 ...... ­�,­_­ ___ 11-1. ­­ ­­­........._�', �­ I 1: ­­�_,:­­ ­,­_ ­­ . .____._­­__­ I I , . I . � N.TEN, . ED TO T�E WEATHER WITHOU1,A0E , I ­ � �, 1, '' 1, ; i" � ", � , r ,;�, �: I . ., � . C . WHEh EMBEDDED ,STRAP IS �QNL THAN 1-1/2" FROM TRUSS BEARING, SIMPSON IviTSM-20 MAY BE . _9,p�; � ON OV.ERHANG TO PR�VEN M , ULATioN oN . THE SURFACE OR AT JOINTS ,:, -1 71� . . � :� . I . . A . R� -AVE2 � bl T OISTURE, AcCuM I -1 - - .1 .1 = I. UBSURFAQ-E iNV�t­[I(3.001\1 WAS NOT,0ER'FQRM1ED AND A GEOTI�CHNI'ICAL �N,PIXE�RING RI� P Q - , I EA. STRAP, USE 7-10D NAILS AT - TWEEN MEMB,�R�. )NCLU: CKING AND VERTICAL MEMBER S CH As PosTs, ­ � . , 1, $, , . I - �, " 1. � � " - 11 RT I . TA C EAM,, USE (4) MIN. 2 1/4X1/4" DiA. TAPCONS c I I PE DED ARE GIRDERS, JOISTS, DE S U .1 �, . . . I I.: I . . ­ � I I , ' AN!" COLUMNS. � � ., . I - , , - WAS NOT AVAILABLE, FOR. FOUNDATION. DESIGN or THIS PROJI�C T. IF' CON FR,ACTQR .4 o�&,NER OLEM . " .' s . �. - �f � , . . . .. . � I . . . I � � I EACH TRUSS � THIS IS 0001) FOR UP TO 1,000 POUNDS OF UPLIFT (2) MTSM 20 CAN BE USED TO PoLE D . . I I IT NECESSARY TO HAVE THE SOIL TESTE , HAU ' -HE" 1OW . : , � I I . , . I I I � . I � . ,P, THE CONTRACTORS 5 t , N 'L ACQUIRE . . I . . . � REI p S� R . � I I I L_ :� . I . . � OI I To HOLD'ObW'�N A �A'X. UPLIFT OF 2000 POUNDS. WHEN EMBEDDED STRAP IS MORE THAN 1/4" FROM . � I 11 . fRU .. . TE WHICH . I '11) L11 . ; , ". I - ­ .1 -1 I 11 .1 '' . . .. 11 � . I I I I I ::: '! THE SERVICES OF A QUALIFIED CLOTECHNICAL ENGI�IEER To P�RFORM $.UOSURrAc� s I 10. ALL POSTS PQI_i�,�S, AND COLUMNS SUPPORTING PERMANENT 5 ,CTURES AND .EMBEDDED IN CONCRE .1 a I I .. . I . . . I 1. I . ., 1 . . . ­ . . 1, . I I � I , I . THE CAP AS NAILER. IIM S ALL 1� ' � I . I 'BUT LESS THAN, 1.5" TO THE BEARING MEMBER, THEN SHIM TO FILL I . SF H " -HALL . I . DATIQNS FOR D� I I . .. . . _, .Cf W ,, D PRESERVATIVE. TREATED WOOD SUITABLE OR ,�'. -� I 11 INVESTIGATION$ AND, PROVIDE RECqMMEN , S19N IN.Q�U,QI,N,O $9.11�: . � .IN CONTA ,ITH. THE GROUND S , BE APPROVE I , FOUNDATION , I 1, .-.._-1-1 I ­ 11 I � - 1. . I � -, -,�, ­­�­ � � I � I 11 " EXTEND FULL H,EIGHT,AS.NI1E.1EpED. . I ­ . .1 I EARINQ OLT,IGN PR,�SSQR�, COMPACTING QRIIERI�, A�b PEAFOA �Q � I . � ., . I- OR T USE, OR SHALL bE APPROVED NATURALLY DURABLE WOOD. . p , , , ' M !, ;, .010 R'LOARD 'TO D. QQNfNAqTQR MAY SUBSTITUTE ,CON � . . . . I J. . I _ _ � . ,�!NQ , MUCK OR, ORQANIQ 5tRAfA, DURING CONSTROCT0, THA ,CQNT1kACTOR 0 kf� , P Q N -, � BI , q,LF-r FOR I I I ­ . � - NECTQRS, OF EQUAL QUALITY PERFORMANCE AND MATERIAL . I I I � � -:� ,� I . , . ., I . I . . � � I I I �. I I . I e -, ,. , � � I ­ .� I . � . . .1 .. I . , SPECIFICATIONS AS SIMPSON. EXCEPT IN ORANGE COUNTY! � I Il - W. Q, F U R �, 1 NIG STRIPS OR ,O THEIR WOOD MA MIN,O MEMBERS. ATTACHED. DIRECTLY, TO THE .INTERIOR OF I � : ul' � . I 1 09 �, , I . I . , It . PERFORWHa ALL EARTHWQRK OPERATIONS IN 5­[Rlct AcOROAKE WITH THIS REPO�T. IF FOUNDATION . . I . . I. . . - . RADE S �", (p I. . . . � LS BELOW G TURALLY DURABLE OR , , U-1 � F,' TERIQR VA�SQNRY. 9,R CONCRETE WAU HALL BE APPROVED NA �, RECOMMENDATIONS AND,ALLQW'ABLE SOIL CAPACITY DIFFER FRO' THE DE ,'. s�Nmptioh OF � " � - I I I M ,siGN I A I PRE8FRVATIVE-TNEATED WOOD, . I . . 7) it 1 �. 0 '' � � � O,C�UR, THE I . - 11 ?Qo(). PSF, tHEN MODIFICATIONS TO THE DRAWINGS WILL PE REQUKI), 9 , THJ5 . . - .OQQLQ , I , � . � I I 1� 5-- � T LL STOP CONSTRUCTION AND NOTIFY THE OWNER AND ENGINEER I�mLblAfELY. I I . I r ., ' ' I . "'. z 1 ' . I . I � 12. AT MASONRY CON: Tk� Cf[*. CELL$ AND CAVITIES IN MASONRY UNITS AND: AIR GAPS BETWEEN BRICK, STONE ­ 11_� 1! . u 4� . . T � . ­­ I - � � _ - . . . I I . � .1 . . I I � I I 1. I . . . . . �. .. I . O . R �A,A�Q�RY VEN S. -Y � . tRUCTQRE 9H . i . -PRESERVATIVE TREATED OR I - I . - () � I . LL NON TION3 . � ' q .. .. . .. I � . . . . . ) ,�j , 11 GOVERHM�EWAL AGENCY HAVING . . - 1 0 N C 0 N Sil T R"0110 I T ON' N,bN--"NATQ,NA'LLY bUR:A8LE wboD, OR OTHER . CELLULOSE CONTAINING . MATERAL PRIOR TO CONCRETE � L, . I �0 , 2. AL.�,�VQRK SHALI_ 19E PIERFQRMED IN A.CCQRDANCE WITH THE RUL�� AND REOU�A , qF ,THE : , . I C I r JURISOICTION' �' to. A�L SAFETY AND SANITARY FOUNIIAT . . P�LkE�MEHT. . . � �,' , , . � ,j I � - i7 0 , , I - . . I � . � !� F5 . LAWS, CITY, COUNtY, STATE, AND/OR FEDERAL ORDINANCES WHICH APPLY. .... --11111 ------- -----.��.-----,--------,----------",------7-----*,--- � . . . 1� . --..__-__.__._-__1- ... ______ . . ! w I , � I. . I . . 13. CONI � I ., . ,-. �� I . Z . QO . I I . -11 ..''"', . I . i . 1. I I I . . I I 1. i DENSATE LINE,� ANO Roc* bOW,Nr5POUJS.. SHALL DISCHARGE AT LEAST ONE FOOT AWAY FROM THE * ��,._, z� �11 � I I . ND 'STEPPED,' STNUOtUNL Stt�(A L: WHItTHER BY UNDER(3RouNb I 1PIN0,, TO EXTEN81ONS OR SPLA$ -H BLOcks. -,, :� 1 - FQQTINGS S ALL BEAR ON ' I LL P AL ­ , Q I Y,N.DIS URBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL A I- . . - I .- .%, . I . _ � _ ,,, I IRRIGATqk/ORi� , _'� � T '. r- I . 1 7 .." I . � ­ � I . �', q . A'S REdUiRE'D TO MAINTAIN, THE 'REQUIRED DEPTH BELOW THE FINAL GRADE. . ikLA systF.vs AND RISERS FOR SPRAY HEADS SHALL No BE INSTALLED WITHIN ONE FOOT . 1� I,- I . N I . I , .1 I � . . . . I -1 -1 V). . , . � . . or fHE [BUILDING SIDEWALL. I . , - I . I I I ­ I I � . I i CON6.11ETE'' SP�OlFicfiT ION -S . 2. FILL MATERIAL SHALL BE FREE OF .VEGETATION AND . ORGANIC MATERIAL. I . . . . . . .1 . . I I C., . r_�, .1 � .. i, ,, i 1. . ..... I � . I . I :. . I . . I . . . I . . I . . I ,� ,�j Q) 0 1 1 1 1 . . I I . I . . I �, IL . . . . . ­ I . ­ --11. . -.111.1. 11 .­­­.. � . I.. �.­­ I.I., I...",. ­­ 111. ­­., ----.I........ ­­­ � -1-1.1.1-.- -1 ­­_ ­ .1. ..�....,..�....��...,.,�...,-.�-..-I ...... I-. 34 T�E BOTT,OM OF THE FOUNDAT,ION SHALL EXTEND NO LESS THAN 12" BELOW FINISH GRADE� BUT IN ALL 11: I I � I 1, ''I. _­ . . . . �, �� . . 14 . I 6A�ES 'SHALL UtNb 'To NATUNAL SOLID VIRGIN GROUND ON cbmPACTED FILL. . � . . 2 rlj . u . . . . . -1i � . I I . I I I . . a I ,. . I . . . . . I . . . BUILDING CGDE DATA . �. . . . / �-' I . . . � . 1. READY MIX CONCRETE: . I � I I 11 : . I .. I ovibE A 4NIMUM Or 8" ABOVE ,FINISH, ED GRADE TO THE BbTTOM'EDGE OF sibINq. At THE FOOTER. I 1--.1- ­­­ I—— . . � I . . . . .. . ... .1. . . I I = I .. . 4 ".4 1 � , 4. 0 F �.11- 1.�-,-.--�1--�,-��..,.-..��.�.-.�.11--lI -1.7-1-1-1---1 -__._1..111_1- .... ­­_... . ...... ­­. .��....'�ll.,.-..'�.,�.,..�..�..,. w 1--- "I � - . ,. � I ­ . . I . CONCRETE SHALL 'BE tRANSIT-MIXED CONCRETE BATCHED, MIXED AND SUPLILIED IN ACCORDANCE WITH ' ) i � � L B ' i I. � � . .. % . �� . � 00 . �.. ,* . 1, . 1 �., I I . I I . . ,. . � � .1. ­ . .1 . . . . _: "c' : . 7�_ 1 1 � . I . 11 SLOPED AWAY FROM THE FOUNDATION FOR PROPER DRAINAGE. . �.Ou .. . . I ,, 1, , : , . I � � I AS FM c94. I . . I . . I . . . , -SINGLE rAMILY 14ESIDENCE . t2 't I I . I . . 11 1.� . 11 PANCY TYPE . R � I . . I I I . I � - I : , . . , : . .. . � ' ` - �. . . � . - �" I . � .�, � . � . : . �.. I � I . � �. . . � �j �� . . - . . 2. CONCRETE SPECS: � I . - .1 I I . I I � I 1. . . I NCRETE Sf- TH SHALL MEET OR EXCEED THE FOLLOWING COMPRESSIVE STRENGTHS AT 2 8 D A YS CURE. Q0N$TKu'QTION I I . � T, . . . - - . STANDARD WEIGHT CONCRETE; 3000 PSI STRENGTH AT 28 DAYS, 470 LBS. CEM . ENT PER CU. YARD, MINIMUM, 5. CO RENO I . . . . . I �'. I . - 1 Tyiff I . I I � I . . . 58 . . , "' . . � I I I . " ' ' I I .. . N0, or STQR K�S I � . I I FE i I WATER CEMENT RATIO To BE ,0.58, MAXIMUM'. I I ,,, 1. ,. . . � , ' .. I * , . 1.4 ".1'', ..:t,.�. 1. . , . . 1,� _.�! . v �4 � I ­ � - 3000 PSI I I ' 'TE, ,ION PIROVIDE0 r . . ' .1 . ` ' ' ' ' - . I -FOUH,bAF!b. /rOOtiNIGS HOT' EXPOSED PIK� P'.IRQ NO - , ; . � ��.N,S . 11 . . ,Q ., , , I � . I I STANDARD WEIGHT CONCREtE.,FON �'i..PUMP MIX (IF kEbUIRE6-. moo rj�i 73'fREN,0TH, AT Z� DAYS, M ms. . TO WEATHER . I I , I ­! . ­­ :: I � _*.1 " 'I', V) � I I I I I I I , � . . . . . . . . . , , , DE .-TION I, -fl, � . . . . . mQ IT YES CEMENT PER C.Y.1 MINIMUM, W/C RATioj ar��, MAXIMUM, goo LoS. Wmlmum Qr -3/8', . .. ­. '. I . � I � ,. KE ­ I I , kQ $YSTEM$ . I . � I 1. I � 1; , :I'' J, � i 1. : ­ .1 I ___�INTERIOR SLABS ON GRADE 3000 PSI . ­ ­ 11 ,� I .1 I I ­ . � . . .7 - ,y c/ I' i " . . I - " � -6o P . . . � I . RQ' ' - " ' !OHf NO & . PE -r., �j '. . I �­ StAhbARD WEIGHT I cbNQkE'IE F � OR � MASONRY FILL,CELLs ONLY: ,30 -.TRENQTH AT 2,8 D,AYS.WITH A . . I E t - txli SiON 8" . , .'", RMIT # -_ /, . (j . � 1. . I . 2.1 ,. 1 ,$ 3 . I 1, Pff i: NO , ,, � _1 I i , � � .. 1. . t, I , , ENPY L .11 � .� 1, I . � � I- c� Ln � , , .� I , . : , �� � �1_ < I .11 I COARSE AGGREGATE 3/§" MIN. W/C RATIO 0.65 MAXIMQM, NOTE; THIS CLASS OF CONCRETE NOT TO BE USED --rou��ATI,0�,s, �XPOSED . 3000 PSI . , . . ��11: 40 MPH � . � y 10 I . . - ,. . 1, NQ- $* '0 , , �' 11i. , '. . , I I . . W1. , 'p -EQ (vul C I ' . . . I FOR COLUMNS OR TIE BEAMS. TEST IN ACCORDANCE WITH A3TM C 1019 . I . ib. ]-HE WEATHER .1 � � ) �� ��. I 11 I 'i I . ��- I () �'� � � * I . . ' I I . . " - � I -1 . I �. -.1 . . . . .. . W IIM - FAC . � I '11 � I 7 0 N . . - - imb . PWANdt tbri ,.O . D . . -EXTERIOR SLABS, & STEPS 3000-4000 PSI (SEE DETAILS FOR LOCATION) I ­ ­ - : . " , '' ,.� 11- .1 I I . I z I'" I . . � . . �.y . . . I MOOSE' D , . z 2 � .� � I 3. AIR EHTRAihIMENF: .. . o R � . � I�,,P!NQ. QATI'QQPIY - � I . I � i �P � I I . . . . . I I ,, . , �, '�� " I I'' I I . � Z 1 ".4 C4 --� I � . � 2 7. To 47. ALL CONCRETE - I . . . I � ' � 0 RhY � I I � 11 B . � I . . . .� I I � I I � . .. I . . I .. . WIND EXPOSURE CAT��G I I ,�) w . LL_ . . . I . . .. I I , 1. � .: , 11 .1 .. . I �� 1� % I . , , , . � I � I . . I ' . . . . 11 I . � 1.) . (1) W I . . 6. 6,(D,N,QR,ETE FLOOR SLABS SHALL BE CONSTRUCTED- WITH NO INTERVENING OF SPACE BEWTEEN THE 4 1 � . . _1 � 1. � " I I I � - . INTERNAL PR�,�8811jh.� 000. Q.1 8 p ,�- I 1. (3 . � . I I �i I .1 ­ - �! , - , - ii , I ­ " , �'­ � . I . S z : 1. . I i ­ � �� , %�,OqR ,L�N�P. 4 .9UILDING .WALLS. ALL,_OPENINCS IN THE FLOOR SLAB SHALL BE PROPERTY PROTECTED . � " . " - � , ..� . � - _ - . AGAINST THE PASSAGE OF T�kMITES AND RODENTS. I m"pi 0 . WIND PRERsURF: 85.3/-41.2 P.S.r. � 11 , u , . c� . i . . � "OON "­ "'.� 1�_� : . -, ci , , ;, _ :,�, I . � REINFORCING STEEL 8PECIFICATIONS I WINO RORNE QE . . . - z F I W. . I - � , � , . I I I ",OrIij ,S REGION � NO . - ,a - � I . : I , . ,- r - � 1: I . . I . �. cbkck0i� okivLWAY TO HAVE CONTROL JOINTS. I � I I ,,,, , ,. - . 1, I v I .? . .. .. -1-11-1 ­�­­­­­­­ ... �,.�'....,.�"..-�-.1��..".-�,.�..��..--.,.�.-��� ...... -1.11..1--1_-- I ­ ­.. 1. ­ - . _,'' ._ ____ I".." -1_-1.-_.-_.___-1-1. I � . I J) I .1 -11 1. � I I . I . . . I HI VE 0 TY �AN� IZ . � I I z . �� � i. L L ci" HUhhIC ZON' NO I . - � I ' I .. I . . � I . I I . . 8. CONCRETE SIDEWALKS TO HAVE -3/4 INCH TOOLED JOINTS AT 5'-O" O,C. . I . I . . I . .. . � ,-) 2 1. I I ,I,, b �' I- ALL R�INFORCING STEEL SHALL BE NEW DEFO FREE rRQ,M. ack� �Np Ot AND SHALL I . I I � � I � I . . � I �a ��, 11 ­. ,� I I I ­ I . L, . . .. I I � . 1, . I I . I I .. 1. ' I . � - W I I ''I .� I I -1 . � _�, MEET AsrM A-615. REINFORCING FOR FOOTING5 SHALL E O ECAST CONCRETE �- kb0OR0,1110 �tLLL to 'BE MINIMUM A-615 GRADE 40, AND WELDED WIRE FABRIC (WWF) TO BE 6-6XIO-10, U.N�O. BUILDING 6OD'E1 If: � . � 1.1i . L. I L . I I. , � - - 2i . ' . T ­�' RA� . . . 9 1 N 15 FIVE 0 . . L . . . � I . � I . . 9LOCKs.oR METAL CHAIRS. TOP REINFORCING SHALL BE PO5ITIVEL* S1,,!PPcL)RTrt_-D sY EMPO RY I I I I I . . I . I . . - � � � I I . - '.'- . � L I I � . . � I 1. . _ . - - 1, AWN BY , . . � -1 a P, N . 'p1`OLYETH1YLtNE. VAPOR BARRIER LAPPED NOT LESS THAN '12" AND TAP D U D I PLO"I Aufibl GO DE ES Ll A L -11i I , . IR D L -d- R IANTI;:L�'OA "I - . 51RINPERs. DOWELS. FOR COLUMNS AND FILLED CELLS SHALL BE $ECQ - By USING OVIOL 6 M I L �N6'j.' " E N ER ALL ,- �.NEC 2008 , F , , RED IN PLAc 1 E 1HOE . . . . I . . I I N� ` NA . tIONAL ELECTRIC . 000t - ,� - ADDITIONAL CROSS�REIN I I 1, ,TO FOOTING ROHFON60, I 5-ftICK$ IN R1 ,Q 11.::-'A."�'�­I, . '' - I - . . . I I � . . ��:, 5.)_ (::�� , � L, �, ­ . ORQINO TIED _ _ E,INrQRCIN W . , � Ho',�, -.�, , i -1. 0k,pV.I,DI ' "' ' - ,T-!R,ATMENT AT AREAS OFNEW CONCRETE SLAB AND FOUNDATIONS. 1� * " � .1 . , ,� ,­ . I � � FLORIDA FlAt PRWENTIO I NI: '00' Dt'L '201 0 . . L.E N' ' '* Atti PlIEDEhAL J ,�; DAlt I . ' PERIVIITTEb SHALL HAVE A 25; MIN. LAP SLICE . L MINIMUM CLEARAHcEs UNLESS 5 -1 'NN 0 rHERWISE ._0 ,E,jERMITE � � . I A P PI 0 b A 6:' � FPA ST . ,,, - . I C NCRETE SLABS UNDER ROOF. .. � .1 .. . !. I . _� (,:." . I 11 ' R FOWS: . � . . 1. . I . . �.. . I . � . -I ", 'O b k 2'� 0 i 0 I I I ' I L. I FLORIDA PLUMbINd Q I . I AN61LOGAL CO'bF-8 & ORDINAINGE'S T1 /4/2, 01 3 . , � � I I ' , . N . . I . (-) ­ � ­ � � . _-1. ­­ I - ,�­ � ,' L 1; !, , � �- � 'L_1)'! .; 1 12. nik rokQt F�OTIN S ,, / #5 BARS AS INDICATED. ALL BARS SHALL BE STANDARD ANDCONFORM TO I '�, u.) " . .06 ' , , . .. . , O W . . I ' 'bb ' I I I I I I , - I - , Akm6m I I AW916N 6AV . I I � IF TING .. 2' U QStb � , I I �� G A'3b5. . I 'H N16_11_0 I � I I ,,, 2,.. S: 'FOP: � , TO, AIR , AStM bES'1 NATION FLORIDA' MEG ANI A E 200 � L -i - � . . . . I I , , i I I . I . . . . I I . . :ICE � cj I I BOTTOM AND UNFORMED EDGES: I i L�,AR To $�[RIFAQU RTH . , r . . I ­ . � � . ­ 1. . . . . I I I I . 7 ul I ,,� 1 /2:: C , . . . , 00 - - I U I 1. L . 11 ." i F��TE R�EINFQRCEMENT AS, MAY BE USED IN LIEU OF (3X6-10X1Q VVWF IF 'THE MIXTURE . . I � I . I I . .1j I BEAMS, COLUMNS, ANO WALL$; L., . 1 1/2 CLEAN TO TiE'S RtNr'6�d�i(�3 � I I 00 ,) ml� i , . . 1. � ' . - Q� I � I I . IS CERTIFIED BY SI o AN ACCEPTABLE EQUIVALENT. . I ,� 0- , I SLABS: TOP AND BOTTOM REINFORCING: ,�/4 " CLEAR. . . I I .;. I I- . i , . I 1: I 1- I .1 � I I L It, . ,� � I � . . . . . . I .. I I I i� .q S&d I . i � . . ; . 1 7 � . 11 , � I . . I . , . I I � I . � 7� -1 � , . I .- _1 I . . I . , , . w �_�, 0 V7) - u � : S I , 5 N -1 A , 11 d I `_ "4 () 10100 I I I I I � .... A5 :N'Q�Q�� . I ,� T.. ­ , j I I . ! . . I. " . . . . . ,):I" , I- . . . . I ,,, .. SHEET I � . I . . : I I I I I I . -1, (p I � I � �* I I �� - . I . . . I I .1. ,�, i I , - � . . . I I � . . . i4w, cr) � . . I . . I . I I Z i . I . . . . I .. Lij A- 1 19 . i , I I . . I . I I . I 2: I I . � . � � I . I I -_ I � I I . . . .. I � . . � . I . .. � I I . I ... t� . I . . . I � ;, I . .. - � . , I ,,, ., . , ,� . . I 1. ��) I - . I � � I . . �. . : . . I .1 i ­ . . .1 . . I . � . ,� 1� � � I - . I 1 ­ . .. , . � �� � r_ . � % . .­­­'�'­ _:' I..; � �". 1. .. 1, . I � '­: ­­ _�­ , 11­�­.­ � -1"';., , I I I L , I , � . I joWjj;lj� 1­­� .11 � I . , I . L � I . I I , , � � . I I . � I � . � . I I . . . . I I L I �. I I . : . � � , ­ I � :, .1 1. I I - � - I �� ,---.1- , ,.,�_,_, � ----1-1 � - �, , '_ ­- ­ � ­­ -Z-- ­­­­ _�1111-11­ " �.. . I . '­­ L, ," , ' � ­ " , I �. � I � , , . . . . I I , . - . I � - ___ I ,. . � , � , I I I -1 . . ����� LLLLL , � ' - I I �, I . I . . . . . . lllfdilil� . �L I , , I I . I . 11 , I � � ­ IT I I - � I .. 1-1 ___ - ­ ____­,_. 1 , __ __ ��__ I I ---. - . mmm� I I I . I , . I . I � I I � - � - I , . __ - I 11 I I . I � - . . I I ' .� I ' ' '. I *�-�. I ,4ftw4ww***"k*m*w . � i"d � -1 I I , A . I I . . � . I . . . I I . I I I . I I . I I I I . . . . I � . I I I . I . . I . I . . . � . � � . I I I I . I . � . . . � . . I . � . I I I ,� . I i . . . � I . I j . I � , ; I .. . . � . I . . �. I . . . � .. ;, � � , , �.�:�, , i � , 1 1 . � I . I . ... : . . . I I � : I, . : � � , ,: I L � . : f I I I . . . . . I . . I . I � � . I Z_ y uj �y U eD rz. Crl C^? a C) et LJ N `46cl ¢� V) �y 9 00 L14 a mCL y ci ¢ J ,: 'a U a-� LU (/ _ M z W Q z J it rj 2 r) I Y Li W W cTl W LI, W W LIJ !i rl W J t11 7 r_Z) r y h' L 12 U)Fo 0 cn 7 n- m _ Ck': W Q ..Z ._k v ? r 1 =T w l.J 1` J .f lVly/' J ~ I Q Ln ` O `D D n w LL ( Q z w z r Z �, O i J _.l r. r J „ .• r. DATE u 10/110/2ol3 Ii1 S6N REVI6ION UAIfi W. LE - SCALE As N otec{ SHEET vi A- 2 19 8'A" MICKEN EDGE WITH 1#6 REBAR. li Im 2m NLiJ R 9 Lj CD CD :z eA IX UBI 8'A" MICKEN EDGE WITH 1#6 REBAR. li Im I 1 35.3 -jb,2' m V) r 7`- , uj WINDOW 2r EFFECTIVE 35.3 SPEED t . FLOOR PLAN DOOR ZONE WIND AREA 1.4 O 1 35.3 -jb,2' m V) d. uo r 7`- , uj WINDOW 2r EFFECTIVE BASIC WIND SPEED t . FLOOR PLAN DOOR ZONE WIND AREA 1.4 u, EE V3 (f 140 MPH c 3 LL, o vi > 1 /4y)= 1 Y -0y) ED 4 4 20,Q 3 Q 4 73.46 d. uo bAft -W. REVISIONbAff F19 0 As Nated r , uj WINDOW EFFECTIVE BASIC WIND SPEED t FLOOR PLAN DOOR ZONE WIND AREA 1.4 (f 140 MPH > 1 /4y)= 1 Y -0y) h 4 4 20,Q 3 Q 4 73.46 D _4 4 3Q,0 -310 4 SQQ,Q 2'9,3. F 5 -4)2 Uk, -44.0 LIM . . . . . . . . . . . . . . . . . . . . . ... .. 5 26.3. -29,3 bAft -W. REVISIONbAff F19 0 As Nated r , uj 1.4 cy- w U- > bAft -W. REVISIONbAff F19 0 As Nated ; 8d 6 12 401838 5 10.5" F THE WALL HAS BEEN BUILT CORE THE WALL AT THE CORRECT LOCATION 16 WIDE AND 4 BOTTOM PLATE FA TRS S 4 12 3.5 10.5 0 D S LL 30 LONG REBAR AS DESCRIBED 1 2 OSB SHEATHING OVER PRE B WD USE DEEP FULL OPENING AT THE FLOOR., DRILL H. LE AN IN TA . ROOF �. PRE-ENGINEERED- NK 6 EDGE 6 FIELD O.C. ,, ,1, " •. 1 5 VERT. REINF. (NAIL 8d RING SHA ) 3 12 2:5 10.5 ABOVE. ;LAP VERTICAL STEEL AS DESCRIBED ABOVE ,IN r0 TIE BEAM. FORM CARED WALL # TRUSSES 01.24 o.C. „ - • WITH 3 000 PSI PUM MIX CONCRETE USING AN 8 SLUMP TO INCLUDE SIMPSON HETA161 NAIL _ •.� ,; .., AND. POUR_ SOLD ,. , , � c.M.U,.: ' „ - AIL :GUN SCHEDULE REPAIRS NECESSARY TO THE TIE BEAM. ry Cc myyy : -..; �•..\.` :� 7-1 odx 1 1 /2 To TRUSS. \ GAL V. MTL. OR ALUM• DRIP �. �- CO'NC. W 6X 6 CHAIR 'BLOCK P. T: END STUD » FIBERGLASS \ „ . • H 1 x 2 P,T. OR RSC FASCIA ; ; 2 ,ANCHOR IDOL 10 10 W.W.M. INSULT, R-30 � _ �4� aje (Vt=Rt:� » » » P.T.p 1 2 N N -SAG 1 x 6 POR RSC FASCIA R 1/2'x "RED HEADS / 0 MAY BE USED. GYP. BD. PIPE SLEEVE 2 x 4 SUB -FASCIA ION �, „ _ FPO � ME, TO DLO - K CONNECT 1/2" GYP. BD: 12--�---_-____. VENTED SOFFIT _ / ALUM. • "U" � BEARING & XTERIOR WA LLS GONG. U .BLK. FILLED- FOOTER W CUN' - �1 5 REB CONT & - A PROVE T : - USE 0 ; ,, IE FO +Ld : ,,GUN NAILS THIS LETTER , ITS TQ . P. • :. , , ,Ht„ , , .,,:,: „N.: , .:, . : .. r,1,: � : , _: ,�, ALENT TO COMMON WIRE NAILS . O,LLOV U,,I,,::.,,1 As EQ�v9 ,...,, �, I� ,f I r., 3jrP l ,• ,eC, d - � `' �ABLODE PULL THRU SPACING SPECIFIED SPACING ITIS P - MISPLA CED DOWEL NOTE S- c I WOOC� ARE .�JMPSON MTS 12 JNLES.� OTHERWISE NOTED. MAXIMUM HT. BALTERNATIVES TO MITIGATE FOR CASTING REBAR VERTICAL THIS LETTER IS TO DESCRI E 47, SPRUCE FIR, 24" O/C FIELD CATALOG EDGE FIELD COMMON WIRE NAIL EDGE E, # REINFORCING AT AN INCORRECT LOCATION. 2" X 4, SPRUCE FIR, 16" O/C 32 8d 12 097387, 097394, 097397 5 10 HAS NOT BEEN BUILT DRILL A 1 DIAMETER HOLE 51DEEP INTO THE THICKENED IF WALL. i WOOD FOR STRUCIURAL CONDITIONS TO BE SPRUCE. FIR 12"' O/C 28 j 2 » » „ 4 12 3,5 1 Q , EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 30 LONG 5 REBAR INTO THE ,: "' ' GROUP II SPECIES OR MINIMUM fb >1300 P.S.I. 41-81, 9'-0'' 4 • . -- --- ARcHITEcrURAl sHINGLEs OVER 15 FELT 3" 12" 2,5" 10" „ O E AS THE WALL IS BUILT LAP REBAR A MINIMUM OF 19 AND BEND VERTICAL DRILLED H L, ,. IL , , : ,;.. . BAR 90 DEGREES TO ACHIEVE A 12 LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. 51-7» 101-9 " ; 8d 6 12 401838 5 10.5" F THE WALL HAS BEEN BUILT CORE THE WALL AT THE CORRECT LOCATION 16 WIDE AND 4 BOTTOM PLATE FA TRS S 4 12 3.5 10.5 0 D S LL 30 LONG REBAR AS DESCRIBED 1 2 OSB SHEATHING OVER PRE B WD USE DEEP FULL OPENING AT THE FLOOR., DRILL H. LE AN IN TA . ROOF �. PRE-ENGINEERED- NK 6 EDGE 6 FIELD O.C. ,, ,1, " •. 1 5 VERT. REINF. (NAIL 8d RING SHA ) 3 12 2:5 10.5 ABOVE. ;LAP VERTICAL STEEL AS DESCRIBED ABOVE ,IN r0 TIE BEAM. FORM CARED WALL # TRUSSES 01.24 o.C. „ - • WITH 3 000 PSI PUM MIX CONCRETE USING AN 8 SLUMP TO INCLUDE SIMPSON HETA161 NAIL _ •.� ,; .., AND. POUR_ SOLD ,. , , � c.M.U,.: ' „ - AIL :GUN SCHEDULE REPAIRS NECESSARY TO THE TIE BEAM. ry Cc myyy : -..; �•..\.` :� 7-1 odx 1 1 /2 To TRUSS. \ GAL V. MTL. OR ALUM• DRIP �. �- CO'NC. W 6X 6 CHAIR 'BLOCK P. T: END STUD » FIBERGLASS \ „ . • H 1 x 2 P,T. OR RSC FASCIA ; ; 2 ,ANCHOR IDOL 10 10 W.W.M. INSULT, R-30 � _ �4� aje (Vt=Rt:� » » » P.T.p 1 2 N N -SAG 1 x 6 POR RSC FASCIA R 1/2'x "RED HEADS / 0 MAY BE USED. GYP. BD. PIPE SLEEVE 2 x 4 SUB -FASCIA ION �, „ _ FPO � ME, TO DLO - K CONNECT 1/2" GYP. BD: 12--�---_-____. VENTED SOFFIT _ / ALUM. • "U" � BEARING & XTERIOR WA LLS GONG. U .BLK. FILLED- FOOTER W CUN' - �1 5 REB CONT & (OPT, MLUMN. FASCIA) PENETRATING - PIPE SLEEVE GRADE 40-25" LAP SPICE 74 =. Q PIPE PIPE . THRU - P.T.O EXTEND : BLOCK .T, 1x6 E » 5 S SHOWN 18 PAST EA. JAMB #, S A S H W PIPE THRU J PR 'AST CONC. LINTEL ALUMN. WINDOW SEE FLR, PLAN FOOTER ADD 1 5 25 LAP FILL CELLS SOLID E4 W 1.5 REBARS z IN SPANS OVER 10'8 MASONRY UNITS 2x8, P,Tr BUCK W/ – PIPE THRU STEM WALL DETAIL PIPE IHRU MON, 10 FTC. DETAIL 0 0 1/2" J -BOLTS PLACED A IN STEM WALL W/ 2"x 2" WASHER & 1/2 NOT. WD. OR MARBLE STOOL _ 8 CONC. BLOCK � — PRECAST CONC. SILL (OPTIONAL) CONC, FOOTING.... � •, : '- •'; , QW ,. „ m INTERIOR ❑F .GARAGE DOC1R 8 CONC, BLOCK _... 2"x8N P,T. BUCK W/ .3 00 1 1/2„ -BOLTS PLACE'S T. TYP. » f x8nx16„ OMU BLOCK n W STC V NEER OR 2 5 BARS ABOVE IN STEM waLP W/ 2°x 1 2 DRYWALL ON P.T. U G:Q - :: , 2” WASHER & 1/2" NUT, f' » Q �� TflU K BLK• �C 1 S DOWEL 4 :_ . s- PENETRATING PIPE EACH SIDE OF GAR DR. z 1 x2 FURRING STRIPS _�� S C � j�5 BARS ABOVE � " ... ® 18" ac. w/ _R-4.2 -y it „ PENETRATING PIPE REFLECTIVE INSULATION IjC BELOW PENETRATING PIPE SLEEVE - li EXTERIOR FINISH -SEE ELEV. PIPE PENETRATING PIPE SLEEVE ----- II NG PIPE 2 #5 BARS BELOW PENETRATING PIPE /1 II 16 161-0"..GARAGE DOOR OPENING II S ^ II PENETRATION PIPE ON CHAIRS 250Q PSI CONC. SLAB FTG DET01' OF w REINF.. 6x6 10 10 II J / # / 8" coNG. BLK.. W/ 1 #5 W.W.M. OR FIBER MESH „ : FTG W 2 5 VERT, ROD V. 10 STD. HOOK DD Il c �- l rl rl rl rl H' LD PLATES 1/2" QFF EXISTING RIDGE TD ALLOW /O u C K D T J I N V V WS GARAGE CX ENTRY U V V R S II CONC. FILLED. DELL S -0 O.C., FOR NEW SHEALTHING fG MATCH EXISTING SHEALTHING 1 y II GRADE 40,. 25" LAP SPICE II II H II N 4" CONC.—� II lil., I.I II I BUCK STRIP VVINDOVV DOOR AT 00 a I ' f / / I � ;' I ! II II II II IL I� 5 REBAR TYP: IL ALL WINDOW AND DOOR BUCK STRIPS SHALL BE 1 x 4 MIN P.T• I► II II II (MIN) X E, gYF', I,I i l :.. •.,.. . �I F.G, USE 3/16„ x 2_1/4i, .TAP CONS 2` 0/C, '(2) PER SIDE MIN. II II II z PLATE W/ VAPOR BARRIER I �a) 16 To ALL WINDOW AND DOR BUCK STRIPS SHALL BIE 2 x MIN P. T. I j (, II II - O (MIN) , a 'EACH TRU`S 8EILOW , �I II II II I �I USE 3 16 x 5". TAP CONS 2 Ox, (2) PER SIDE MIN. TERMITE TREATED �► RY ON FTR » 1 -STORY MONO . BENT,BAR W 25 MP. FILL r� �• , r Go I _ II TO BE 18 Wx20 D w LAP E.W. TYP OF 2 W1 2 ' S BARS CONT. II i I q II II II _, / I I rl 34 c,LIP CTYF, ` � CORNER 8AR DETAIL HEADER .DESIGN CHART: 1-1 coil II i II , II 1ax _ ( R—LARCH SOUTHERN PINE O. II II I�;I II ��II II II DO �C LAS F1 N 2; ROOF IL LOA 20 LLL + 16 DL, FLOOR LOAD 40 LL + 10 DL J - ..J I,I P:: TfuSSE F 1200 E 1 600; 000 F = 90 - 1f II WALL SECT: 8c rS_7; DETAIL EXIST:_ RC1E1F RAFTERS , :61 I I NTS ROOF._ OVER FRAMING PLAN IND R .0 _ - �X4 W , 1� A .� STRUCTURAL NOTES: NAL TC) RAFTER S � (3)16D PER END 0 1. ALL WIND, LOAD CALCULATIONS AND DF_SIGN,-CRITERIA ARE. 8ASED _ N AN "ENCLOSED" STRUCTOR€. RS ETC. NINES SUCH AS WINDOWS, DOORS„ GARAGE D00 • ANY BREACH OR ..PENETRATION OF QPE . TUBAL INTEGRITY. 2X4 COLLAR TIE. STRUC DURING STORM EVENT WILL COMPROMISE EVERY ''SET ALL DOOR AND WINDOW 3)16D PER END RAFTER 2. : W OPENINGS SHALL BINSTALLED STALLED PER MANUFACTURERS:SPECIFICATIONS. C - JOISTS. A SHEAR WALLS MUST TRANSFER LOADS' TO TRUSSES AND OR � FLOOR� - - 3 ALL / - .A TACH �X4 •LATE T D OR SIDE WALLS. 4. DIAPHRAGM SYSTEMS MUST BE ATTACHED TO END ,WALLS AN / -fQ TRU,s,S,ES BELOW W/ 5. TRUSSES MUST BE CAPABLE OR TRANSFERRING LATERAL LOADS TO BEARING WALLS. C3)'16D PER TRUSS 6. TRUSSES, GIRDERS AND 13EAMS TO BI SIZED PER TRUSS MANUFACTURES. 35:Q' --ADER `, HE HEADER SIZE -STUD MATERIAL & 0/C SPACING 15/32" PLYWOOD SHEATH, MAXIMUM HT. 2" X 47, SPRUCE FIR, 24" O/C HOUSE DEPTH (FT.) , _.32 2 2" X 4, SPRUCE FIR, 16" O/C 32 24 2" X 41 SPRUCE. FIR 12"' O/C 28 10'-0'` 2". X 4", SOUTHERN PINE; 24". 0/C 41-81, 9'-0'' 2" X .4, SOUTHERN PINE, 1:6" 0/C 51-7» 101-9 " 2" X 4", SOUTHERN PINE, 12" 0/G » 6" 4" 2" X 6" SPRUCE FIR,, 24".0/C 6,-4„ 12'-4" 2" X 6", SPRUCE FIR, 16" 0/C 2 - 2» X '8;, 13'-9" 2". X,67, 7'-7;, SPRUCE FIR, 12" O/C 8,-2,. 16'-0'' 2", X 6", SOUTHERN PINE; 24" 0/C 13'=.9" 2„ ,�( 6°, SOUTHERN PINE, 16" 0/C lo' -0 ii 17'-O" 2".X 6 SOUTHERN PINE 12" 6/c 91_9,1 2" X 8", SPRUCE FIR, 24" 0/C — 10 7 ., 14'-9" 2" X 8'; SPRUCE FIR; 16 0/C 11 -5. 2" X 8"; SPRUCE FIR, 12" 0/C 4'-1 t' 4'-9» 2" X 8" SDUTHEPN PINE " C , 24 O/ 5 _8 18'-0 2" X 8"; SOUTHERN PINE, 16" 0/c 6'-9" 6'-5" 2" X 8", . SOUTHERN PINE; 12" 0/C 6'-3„ 7,74" (OPT, MLUMN. FASCIA) PENETRATING - PIPE SLEEVE GRADE 40-25" LAP SPICE 74 =. Q PIPE PIPE . THRU - P.T.O EXTEND : BLOCK .T, 1x6 E » 5 S SHOWN 18 PAST EA. JAMB #, S A S H W PIPE THRU J PR 'AST CONC. LINTEL ALUMN. WINDOW SEE FLR, PLAN FOOTER ADD 1 5 25 LAP FILL CELLS SOLID E4 W 1.5 REBARS z IN SPANS OVER 10'8 MASONRY UNITS 2x8, P,Tr BUCK W/ – PIPE THRU STEM WALL DETAIL PIPE IHRU MON, 10 FTC. DETAIL 0 0 1/2" J -BOLTS PLACED A IN STEM WALL W/ 2"x 2" WASHER & 1/2 NOT. WD. OR MARBLE STOOL _ 8 CONC. BLOCK � — PRECAST CONC. SILL (OPTIONAL) CONC, FOOTING.... � •, : '- •'; , QW ,. „ m INTERIOR ❑F .GARAGE DOC1R 8 CONC, BLOCK _... 2"x8N P,T. BUCK W/ .3 00 1 1/2„ -BOLTS PLACE'S T. TYP. » f x8nx16„ OMU BLOCK n W STC V NEER OR 2 5 BARS ABOVE IN STEM waLP W/ 2°x 1 2 DRYWALL ON P.T. U G:Q - :: , 2” WASHER & 1/2" NUT, f' » Q �� TflU K BLK• �C 1 S DOWEL 4 :_ . s- PENETRATING PIPE EACH SIDE OF GAR DR. z 1 x2 FURRING STRIPS _�� S C � j�5 BARS ABOVE � " ... ® 18" ac. w/ _R-4.2 -y it „ PENETRATING PIPE REFLECTIVE INSULATION IjC BELOW PENETRATING PIPE SLEEVE - li EXTERIOR FINISH -SEE ELEV. PIPE PENETRATING PIPE SLEEVE ----- II NG PIPE 2 #5 BARS BELOW PENETRATING PIPE /1 II 16 161-0"..GARAGE DOOR OPENING II S ^ II PENETRATION PIPE ON CHAIRS 250Q PSI CONC. SLAB FTG DET01' OF w REINF.. 6x6 10 10 II J / # / 8" coNG. BLK.. W/ 1 #5 W.W.M. OR FIBER MESH „ : FTG W 2 5 VERT, ROD V. 10 STD. HOOK DD Il c �- l rl rl rl rl H' LD PLATES 1/2" QFF EXISTING RIDGE TD ALLOW /O u C K D T J I N V V WS GARAGE CX ENTRY U V V R S II CONC. FILLED. DELL S -0 O.C., FOR NEW SHEALTHING fG MATCH EXISTING SHEALTHING 1 y II GRADE 40,. 25" LAP SPICE II II H II N 4" CONC.—� II lil., I.I II I BUCK STRIP VVINDOVV DOOR AT 00 a I ' f / / I � ;' I ! II II II II IL I� 5 REBAR TYP: IL ALL WINDOW AND DOOR BUCK STRIPS SHALL BE 1 x 4 MIN P.T• I► II II II (MIN) X E, gYF', I,I i l :.. •.,.. . �I F.G, USE 3/16„ x 2_1/4i, .TAP CONS 2` 0/C, '(2) PER SIDE MIN. II II II z PLATE W/ VAPOR BARRIER I �a) 16 To ALL WINDOW AND DOR BUCK STRIPS SHALL BIE 2 x MIN P. T. I j (, II II - O (MIN) , a 'EACH TRU`S 8EILOW , �I II II II I �I USE 3 16 x 5". TAP CONS 2 Ox, (2) PER SIDE MIN. TERMITE TREATED �► RY ON FTR » 1 -STORY MONO . BENT,BAR W 25 MP. FILL r� �• , r Go I _ II TO BE 18 Wx20 D w LAP E.W. TYP OF 2 W1 2 ' S BARS CONT. II i I q II II II _, / I I rl 34 c,LIP CTYF, ` � CORNER 8AR DETAIL HEADER .DESIGN CHART: 1-1 coil II i II , II 1ax _ ( R—LARCH SOUTHERN PINE O. II II I�;I II ��II II II DO �C LAS F1 N 2; ROOF IL LOA 20 LLL + 16 DL, FLOOR LOAD 40 LL + 10 DL J - ..J I,I P:: TfuSSE F 1200 E 1 600; 000 F = 90 - 1f II WALL SECT: 8c rS_7; DETAIL EXIST:_ RC1E1F RAFTERS , :61 I I NTS ROOF._ OVER FRAMING PLAN IND R .0 _ - �X4 W , 1� A .� STRUCTURAL NOTES: NAL TC) RAFTER S � (3)16D PER END 0 1. ALL WIND, LOAD CALCULATIONS AND DF_SIGN,-CRITERIA ARE. 8ASED _ N AN "ENCLOSED" STRUCTOR€. RS ETC. NINES SUCH AS WINDOWS, DOORS„ GARAGE D00 • ANY BREACH OR ..PENETRATION OF QPE . TUBAL INTEGRITY. 2X4 COLLAR TIE. STRUC DURING STORM EVENT WILL COMPROMISE EVERY ''SET ALL DOOR AND WINDOW 3)16D PER END RAFTER 2. : W OPENINGS SHALL BINSTALLED STALLED PER MANUFACTURERS:SPECIFICATIONS. C - JOISTS. A SHEAR WALLS MUST TRANSFER LOADS' TO TRUSSES AND OR � FLOOR� - - 3 ALL / - .A TACH �X4 •LATE T D OR SIDE WALLS. 4. DIAPHRAGM SYSTEMS MUST BE ATTACHED TO END ,WALLS AN / -fQ TRU,s,S,ES BELOW W/ 5. TRUSSES MUST BE CAPABLE OR TRANSFERRING LATERAL LOADS TO BEARING WALLS. C3)'16D PER TRUSS 6. TRUSSES, GIRDERS AND 13EAMS TO BI SIZED PER TRUSS MANUFACTURES. 35:Q' --ADER `, HE HEADER NON. tTRUCT, SHEATH.. 1/2" INSULT -BO. SHEATH. 15/32" PLYWOOD SHEATH, SUfPF'ORTING: 51 HOUSE DEPTH (FT.) HOUSE DEPTH (FT.) HOUSE DEPTH (FT.) , _.32 2 Ln C) Lrp 24 28 32 24 28 32 24 28 - ,, f;; ;; l `�t'1. 4 •f. - � - . �•, ... • P, r: aorrOM PLAT or� sIMP�oN ROOF 2 2;i X 4» 4,_ 7'; 41-81, �'_3" 4'-1 1 " 4'-8,' 4'--6, 51-7» 5,-4 It FO 0 WING SPACIN DIPPED GALVANIZED NAILS AT THE LL .W G .• 1. $ INCHES ON CENTER AT ALL PANEL -ERGS FRAMING. 2 - 2;, X 8 » 6" 4" 5'-1 1 " 6'-1 1 6,-7 6,-4„ 7'-7" 7,-3» �,_0;, , 2 - 2» X '8;, 8,_3» 8,_O;, 7'-7;, g,_,, 8,-2,. 7'- 1 1;. 8'=1 1 ii 8;_ 8;^4» 2 - 2" X' 10" 9'-10» 9,-6„ 91_3;; lo' -0 ii .9'-8" 9;-4 ii 10'-4" 10'-0" 91_9,1 2. 11 -4 i0=11 — 10 7 ., 11— j1I. -1 10 -9 11.-10 11 -5. ROOF +ONE 2 - 2" X 4'' S'-2" 4'-1 t' 4'-9» ,5,-4 , )_ 1, 4,-10 5 _8 5i-5; 5,_2;; STORY 2 - z» X 6» 6'-9" 6'-5" 6'-0" 6'-1 1 " 6'-7" 6'-3„ 7,74" 71-0" 6,-8" (NONPEARING) 2- 2 X 811 8 - oil 1)-5" 7'-0" 8'- 1 7 -8 7'- 3 8 -5 80-2 117 -9 2 2» X 10" 9'-3" 8'-9" 8'-3" 9'-4" 9;-a;; 8'-5„ 9 -7" 9'-3" 8'-11» 2 2 X."12" 10 -3`', j_ 1 09 9,-7» 10 5 1 0'_ 2 9-» 1 U'-1 0 » 0 1 5 » 10-1 ROOF -1- ONE 2- 2' X 4 4 -8' 4 5 -3 -1 3 9 3 7 4 -5 4'-2» 4i-0' .STORY 2 - 2" X 6" 5,-10» 5'-5" 5'-1 " 4'-10" 4'-5» 4'-2':) 51-3» 4'-1 1 „ 4,-7,i (BEARING) 2- 2" X 8, 6'-,95 6P-3115 -1 1 5 -7 - 5 2 4,- 10 6 ,�0„ 5,-7» -3 V) 2 - 2„ X 10" 8'-0" 7'-5'' 6'- l 16 " ,_ ,1 6 61_0111. ,6'-8" 6,-1 1 " •- 5 5 .6'-0 2 :.- 2" X 1.Z" 9'- 3" 8'-7`' 8'-1 it7,=6" 7- 0" 6',-6" 7'-1 1;, 7'-4" 6;_ .1 1,, /1 1, J r' ..' CONCRETE:: WOOD: CONSTRUCTION NOTES C S e . A- U TO BE STRICT ACCORDANCE' WITH THE ACI 318 99 1 ALL WORK IN . _ 1. ALL .WOOD ,FRAMING AND PRE._ENGINEERED WOOD TRUSSES SHALL ; GENERAL: 2. IS DES IGN CRITERIA: _ M DESIGNED, DETAIL AND FABRICATED IN ACCORDANCE WT E E E EDWITH TH ;, @UBLe TOP PLATE 8 , MMMN `�P4 0 4" S&,C,:.. D AL(. CONC. 'TYPE 1 PQRTLpND CEMENT.(ASTM C 105) PROC€DUKE; AND REQUIREMENTS OUTLINED I HE LATEST EDITION L IN I - PSP. 1 LOAD ROOF 20 PSF FL00 S 40 FRR TOP PLATT= 0�IMP�ON LIVE L R CT A HEADERS' MINIMUM WALL AND HEADER FOR STRUCTURAL S ->-UD REQUIREMENTS OF F OR SYSTEM S GE AT Ghl END Q. C NG IR P VIU RA IMG IN THE FIRS TWO FRAMiNO PA S , N L BLOW. KI REQU .Ep RQ. , p . � T �_ DEPTH OF JOIST OR TRUSS. NO 4 FEET ON CENTER,. MAXIMUM. BRACING MEMBERS SHALL BE FULL LENGTH FT. HEADER .SPAN LE ( ) 0,0 > 6.00' 6.00' > 12.00' 12.00 > 18.00 LOCATIONS NUMBER OF STUDS REC 0IRED HEADER STUDS AT EACH END OF THE HEADER 1 2 Ln C) Lrp FULL LENGTH STUDS AT EACH END OF THE HEADER 1 2 2 IA BE 2500 PS FOR. • ; . , :.>' :. COMPRE S VE ST ` E GT � 8 DAYS SHALL .. _ - sP2. - '' - - A � 'SF ,S I R N N- „ � ,;, . ... _ I OF THE NATIONAL DESIGN. SPECIFICATIONS FOR WOOD. CONSTRUCTION 1 c DECKS 40 PSF ST IRS 40 P .:. ROnF FRAM N 9 - T Q$ D 3000 PSI EL EW ERE U.O.N. F IN A S H S . 00 N AND _ ) 2, T SSSS' $ ED AND DETAILED T T . 2: WIND SPEED 120 MPH � ( hIE WOOD TRUSSES HALL BE IZ ETA LED 0 FI THE - I T FOLLOWS MAXIMUM WATER -CEMENT 'RATIO BY WEIGH FO W DIMENSIONS D LOADS INDICATED. ALL DESIGN SHALL BE . 3. ALL .WORK TO BE IN STRICT ACCORDPTNCE WITH THE N AN 0 A N - SPE( IFIED . CQMPRESSIVE STRENGTH PSI 2500 3000 - FLORIDA BUILDING GOD 001 EDITION: ACCQRDANCE -WITH ALLOWA6LE ,.VALUES, AND SECTION PROPERTIES - LORI E : 2 ... • r ... NON -AIR ENTRAINED CONC. 0.67 0,46 �. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE ASSIOIVED, AND 'APPROVED . BY THE, BUILDING CODE. DESIGN , AIR ENTRAINED CONC. 0.54 0.46 - PERMITTED. R . C CALCULATIONS SIGNED AND. SEALED BY THE ENGINEER FOR .APPROVAL NOTES: - _ 3. P" MA � R DGI G ' =R NICU R T T S 0 L S MP B N R DENT 1 N .PE PED LA 0 HE N F THE TRUSSES i HEADER is 5, PIPES THRU. STRUCTURAL ELE��NTS SHALL BE SLEEVE DOWN LU SLA 0 GRADE 5" E D PA • STEEL PIPE OF LARGER DIAMETER. OTHER 3 SHALL, PROVIDED AS ;REQUIRED BY 1H TRUSS, MANUFACTURE: TRUSS TQ AND BEAMS 10 BE SIZED . I T 1. TRUSSES, GIRDERS, A P 1A A. E MANUF. SHALL PROVIDE 57ATEME THAT BOTTOM CORD OF ROOF ` � � , .. R NT HA M R 0 , T - 0 E WA ERP RTA L P � BOTT. , s CI TRUSSES ARE BRACED DURING UPLIFT CONDITIONS FCIL LENGTH PER MANUFACTURER. A STUBS CHLORIDE NONE _.. ; R .. T . ,• L _ : - 4. FOR STRUCTURAL LUMBER` PROVIDE THE FOLLOWING GRADE AND SIMPSON MSTA15 I ; ,; °"I I 3. PROVIDE. NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE 0 _ 2. HEADER. STUD t?EQUIREMENT: P :IE5,: (OR, . .. » — I 1 HEADER STUDS EACH SIDE 1 -6 TO 6 -0 REQUIREMENTS OF ASTM C 33 SOUHERN FINE SURFACE .DRY USED ®19� MAX. M.C. HEAD€R STUDS , f . 2 HEADER STUDS (EACH SIDE) 6'-0" »TO 12'-0" ROOF EDGE GRADE NO. 2 _., - 2 HEADER STUDS (EACH SIDE) 12 -0 TO 18 -0 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF 4'.. 3. BEARING WALL NAIL 'PATTERN » —�- FQUNpATIONS: THE SIZE AND TYPE RECOMMENDED BY THE MAHUF: FOR EACH I 1. PLYWOOD: (FIELD) USE 1Od NAILS Q 12 OIC USE .INCLUQINO RECOMMENDED NAILS, SIMPSON STRONG. TIE N � �,p: �sT . � � : Y ,( EL) / 1. FOOTINh DESIGN (BASED ON MIN: ALLOWABLE SOIL BEARING ( , I EDGE USE 10d NAILS O 6 0 C CONNECTORS OR 000. OTHER MANUF, WITH UL LISTED AND R€Q REO ' ; ; ' (EDGE) / PRESSURE OF 200(1 PSI :. _ .... ) - APPROVED CONNE TO S OF SIMILAR TYPE AND DESIGNED MAY i 2. GYPSUM: (FIELD) USE 5d NAILS © 10 0/C �i I�� N C ..R BE C RIDGE U 2. IF FOOTING ELEVATION. OCCURS IN .DISTURQED, UNSTABLE OR SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR ,; ;; (EDGE) USE 5d NAILS ®' 7" O/ I itA6 A `c fY: OF F OR SYSTEM S GE AT Ghl END Q. C NG IR P VIU RA IMG IN THE FIRS TWO FRAMiNO PA S , N L BLOW. KI REQU .Ep RQ. , p . � T �_ DEPTH OF JOIST OR TRUSS. NO 4 FEET ON CENTER,. MAXIMUM. BRACING MEMBERS SHALL BE FULL Z J i C.D' Ln C) Lrp ( 'n d Lit I_ N 4: ROOF NAIL PATTERN: _ : ,' _ 1 ZONE 1 USE 8d COMMON NAILS ' Q m \(D UN )VIL :,LE SOIL.. T.HE• �N,1INEER, ShIALL BE ,NOIIFIED ND 8: ALL BOLTS USED FOR .IND CONSTRUCTION SHALL BE A MINIMUM NECES ARY A U •T ENT B D. PER HI • INS RUCTIO S WIND S, R� S. hVl - • :S. E ISA �.S, :T .' . N_ : �. OF 1 SIAM TER 'ASTM A-307 � _ %� :. E : ( 3. PREPARATION OF THE UB GRADE 'TO FO LOW RECOMMENDATIONS ,:. .: 7. PROVID€ FRAMING MEMBERS OF SIZES' AND OF SFIQWN - ,, f;; ;; l `�t'1. 4 •f. - � - . �•, ... • P, r: aorrOM PLAT or� sIMP�oN ea z SPACED OTHER BLOCKING IS REQUIRED. SP1.' _ � © p ® ZONE 2 USED 8d COMMON NAILS � d 3 ZONE 3 - USE 8d COMMON NAILS - i .SPACING ; AS pl T INED IN TH OEOTECHNICAL REPORT OR IF NOT SHOWN, COMPLY <�IIfH, THE RECOMMENDATIONS OF THE 4. STEPS IN WALT,, FOOTINGS SHALL h EXCEED A SLOPE OF (1) ONE „ " uj _ :: „ .' . FASTENING• FASTEN FLOORHEATNING PANELS TO FRAM INC AND BLOCKING WITH 10d (,OMMON OR 1Od HOT ... : ......• : , , ;,: _ , . :: TNG ,4 CONNECTIONS T1'PJGAL PFZAI I�LQ ::. .. -- » � 5. 5 8 GYPSUM CEILING, USE 5d NAILS (9 7 OIC ® m m / /: MANUAL . OR HOUSE FRAMING OF THE NATIONAL FOREST PRODUCTS TICAL L 0 HO IZO TAL :. , . . , - VERT CA T 2 - , . �) TWO , R .. N ,: .: , .. . ASSOCIATION, DO NOT. SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. cAuTlO SHAI L E USr p WHEN fV OPERATING VIBRATOR COMPACTION N FO 0 WING SPACIN DIPPED GALVANIZED NAILS AT THE LL .W G .• 1. $ INCHES ON CENTER AT ALL PANEL -ERGS FRAMING. �� �: FOf OPENI NCS s' � _ : EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE. RISK OF 8. ANCHOR AND, .NAIL A$ SHOWN, AND COMPLY WITH THE RECOMMENDED z 2. 12 INCHES ON CENTER AT ALL INTERMEDIATE FRAMING. DAMAGE TO THE STRUCTURE NAILING SCHEDULE FROM THE F.B.C. 2010 ED. • NT WA Q� , - rr_ `c fY: Z J i C.D' Ln C) Lrp ( 'n d Lit I_ N n cel ea z ip�- -4D wpm M , uj d I� J pp f.l m J Z. U 0 a z U.: IW: �J rr_ 0 I ,r `c fY: U U.: �J 0 I r-1 ,. 'A1 h N -r. � N W •1 ry� I rz ,:j r_ U T I ir: I V) ' � •. J r; Ln r r- Q I I 0 N z r n _ V I cp � 0 . •<, Fi V) r >f 0 r _; L DAV_d 11/4/2013 a fiLVIQION RtV18IdFI 61iTL J c, „ s0 N e ;n • A� 5 %9 — :TSIova) t T N �5 'tpz" MAIN BEARING 8.'-0' F.F. — 0'-0' ■ I It I I. j T7[7=l-7T-'r'T-TI J`''Tr' I I" rl If -I' 1­1!�7 I I I I Ifi if 11 h 11 ii 1 7-F-1711 4 Li I ITI [.-t, i2. 4 t I I I I Lj U -YI! y 1111, 1 ii MAIN i000_ U Ll 1 H 1111 11 iI T I jj I E i I T MAIN BEARING 8'-,O� I�EARING 8'-0' FL 11 uui iii F.F. 0'-0'i i_�i ii i�-moi i r F.F. = Q'—O' E EASE ELEVATION SOUJH. ELWTION _E I tc I dill 111 Ili 1'u h UJI WEST ELEVA-11UN 1/4"= V—O" NORTH ELEVATION 1/4"= V -O" L'i 4 W Q r 2—T V) Cc 21 czi L7� UJI WEST ELEVA-11UN 1/4"= V—O" NORTH ELEVATION 1/4"= V -O" L'i 4 W r 2—T V) Cc 21 czi L7� W 1_7 LLJ Y. vi 1=3 L m L'j (D UJI WEST ELEVA-11UN 1/4"= V—O" NORTH ELEVATION 1/4"= V -O" L'i 4 W (j O W uW LLJ Y. R < �L LL UL UA A� 6 /9 W (j O W uW LLJ Y. IL (D ri V) z UA A� 6 /9 ELECTRICAL PANEL 'A' (MAIN HOUSE) 125 AMPS 240 V, 60HZ, 2W SINGLE PANEL, 24 SPACES TYPE-NEMA1 RECESSED W/ 200A MLO DESCRIPTION WATT COMPUTATION TOTAL WATTS BASIC LIGHTING/RECEPTACLE LOADS 1,171 SQ. FI-. x 3 WATTS 3,513 W (LIVING AREAS) TQ METER ADDITIONAL WATTS FOR SMALL 3 x 1,500. WATTS 4,500 W APPLIANCE CIRCUIT _ w� FAULT DEDUCATED CIRCUITS DI�C.ONNECT FiT - RANGE 12.3 kW 12,300 WATTS 12,300 W - DRYER WATER PROOF 500 W DISHWASHER W 1,200 W REFRIGATOR INCANDESCE. DROP PENDENT. 500 W - GARBAGE DISPOSAL -}I 900 W - WATER HEATER 4,500 W 4,500 W (60HZ150PS1, 40 GAL, 240V) TELEPHONE JACK AIR-CONDITIONING UNIT (CENTRAL) ; LIGHTING15A p -2 TONS, 35 AMP. 220V 35 AMP x 220V =7,700 W 7,700 W OUTDOOR RECEPTACLES 6 RECEP. x 180 WATTS = 1080 W 1080 W (INCL. GARAGE) 3 SOA TOTAL WATTAGE 36,693 W FIRST 10,000 W ® 100% 100% x 10,000 W = 10,000 WATTS 12'x24" FLUORESCENT STRIP 36,6.93 WATTS - 10,000 26,693 W 10,000 W RECEPTACLES 27,491 W x .40 = 10,677.2 10,677 W TRUE ELECTRICAL LOAD 20,077 W A 20,677 ;WATTS / 230 V = 90 AMPS MAIN CIRCUIT BREAKER USE 125 AMPS 209A SERVICE EJ-17C.TRICAL LEGEND. SPECIAL NOTE: EXHAUST FAN 120/2 0V 2008 NEC --210.12 J EXHAUST FAN w/ LIGHT 1 PH, 2 WIRES ELECTRIC FjF CIRCUITS SUPPLYING. OUTLETS INSTALLED IN DWELLING UNIT SHALL TQ METER DE PROTECTED. BY A LISTED ARC -FAULT CITCUIT INTERRUPTER, 11 UV OUTLET CQM13INATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE _ w� FAULT A BRNCH CIRCUIT. DI�C.ONNECT FiT TYP�--NEMA`I U �o SURFACE MTD. INCANDESCE. FEED WATER PROOF RECESSED ; WITH PULL CHAIN. W SPECIALTY/ HARD WIRED INCANDESCE. DROP PENDENT. 125A 110V FLOOR OUTLET -}I WALL SCONCE INCANDESCE. 15A 7-71 SOA TELEPHONE JACK � LIGHTING15A p SWITCH SOA RECEPTACLES DIMMER SWITCH LIGHTING` 15A 3 SOA RECEPTACLES ry LIGHTINGOA 12'x24" FLUORESCENT STRIP 2 A RECEPTACLES FLOOD LAMPS CISD ER 2 A sp A REFRIGERATOR SPOSA.LDRYER 35A 6 A CEILING PADDLE FAN a ALARM SENSOR ASC30A, P SOA RANGE SPARE30A CEILING PADDLE FAN A PUSH BUTTON WAFER HEATER W/ LIGHT SPARE 30UL'A 30A, SPARE SPARE30A SPARE SPARE 1_ SPARE CU GROUND PANEL/RISER DIAGRAM 11P I I I I _q 1, 11 7 �7 v7 v� �7 �J -7 iY. .7 J z=E1 EJ-17C.TRICAL LEGEND. SPECIAL NOTE: EXHAUST FAN g 2008 NEC --210.12 J EXHAUST FAN w/ LIGHT ALL 120—VOLT; SINGLE PHASE,15— AND 20— AMPERE BRANCH ELECTRIC PANEL FjF CIRCUITS SUPPLYING. OUTLETS INSTALLED IN DWELLING UNIT SHALL TQ "ff•IERMOSTAT DE PROTECTED. BY A LISTED ARC -FAULT CITCUIT INTERRUPTER, 11 UV OUTLET CQM13INATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE _ w� FAULT A BRNCH CIRCUIT. .SURFACE MTD, INCANDESCE, FiT 7 �7 v7 v� �7 �J -7 iY. .7 J z=E1 ro F- V) J T Elf c_7 EJ-17C.TRICAL LEGEND. 0 EXHAUST FAN g EXIT LIGHT J EXHAUST FAN w/ LIGHT TL ELECTRIC PANEL FjF 0 TQ "ff•IERMOSTAT 11 UV OUTLET Q _ w� FAULT -fes .SURFACE MTD, INCANDESCE, FiT GROUND SOFFIT MOUNTED OUTLETS U �o SURFACE MTD. INCANDESCE. WATER PROOF WITH PULL CHAIN. W SPECIALTY/ HARD WIRED INCANDESCE. DROP PENDENT. 110V FLOOR OUTLET -}I WALL SCONCE INCANDESCE. 220V OUTLET 7-71 DIRECTIONAL INCANDESCE. TELEPHONE JACK � RECESSED INCANDESCE.: p SWITCH DIMMER SWITCH GARAGE DOOR OPENER 3 3 -:-WAY SWITCH FLUORESCENT STRIP ry TELEVISION CABLE 12'x24" FLUORESCENT STRIP FLOOD LAMPS �o SMOKE DETECTOR sp SMOKE DETECTOR INTERCOM CEILING PADDLE FAN a ALARM SENSOR D P ALARM KEY PAD CEILING PADDLE FAN PUSH BUTTON D W/ LIGHT DOOR BELL CHIME. Theatrical Strip ro F- V) J T Elf c_7 J ,oN g ryo J w Ln CD FjF 0 IJi <r7 Q _ w� aQ -fes , I'yy`a GAJ W q:9: U �o a 7� ro F- V) J T Elf c_7 J ri U C J 0 IJi <r7 -fes , I'yy`a r� u C �s lel ode M A --r I vi J C �s lel ode M A --r I vi A02 It'll (I P J I «m TRUS N❑TESL 1) ]:Zt W LL vt rr OTHER REQUIRED LOADING CONDITIONS. PROVIDE SHOP DRAWINGS TO CONTRACTOR FOR (I P J I «m TRUS N❑TESL 1) a. W LL vt rr OTHER REQUIRED LOADING CONDITIONS. PROVIDE SHOP DRAWINGS TO CONTRACTOR FOR } APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BEAR THE SEAL OF THE 35 K? Z CV icCfS- ¢ O TRUSS, FABRICATOR SHALL .PREPARE A °FRAMING LAYOUT" INDICATING THE LOCATION OF uj THE TRUSSES, BEARINGS, TRUSS SPACING, PITCH, BRACING LOCATION AND OTHER L TO CONTRACTOR WITH BID FOR APPROVAL PRIOR, TO FABRICATION, UP❑N APPRQVAL 0 FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE. D CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND PROPER i U ' TRUSS FABRICATOR SHALL BE RESPONSIBLE TO COURI)INATE,ALL TRUSS DIMENSIONS CD WITH FIELD CONDITIONS PRIOR TO FABRICATION. NOTIFY CONTRACTOR IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE RECOMMENDED OR REQUIRED, 5) vs INDICATED ON ENGINEERS TRUSS DRAWINGS (I P J I NOTE SPAN RATED ROOF SHEATHING ATTACHED WITH 8d NAILS C 6" D,C, AT SHEET PERIMETER AND 12" LI.C, AT INTERNAL_ SPACING, STAGGER "END AND INTERNAL JOINTS, BL❑CkING @ 48" D.C, MAX, IN FIRST 3 FRAMING SPACES AT GABLE ENDS, TYP, TRUS N❑TESL 1) TRUSSES SHALL BE DESIGNED BY. A FORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN, TRUSS DESIGN SHALL INCLUDE PERMANENT BRACING AND SUPPORT FOR, LL ROOF' TO PERFORM AS A DIAPHRAGM WITH THE BUILDING STRUCTURE AND ALSO . TO RESIST rr OTHER REQUIRED LOADING CONDITIONS. PROVIDE SHOP DRAWINGS TO CONTRACTOR FOR } APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BEAR THE SEAL OF THE ENGINEER, 2) TRUSS, FABRICATOR SHALL .PREPARE A °FRAMING LAYOUT" INDICATING THE LOCATION OF Q THE TRUSSES, BEARINGS, TRUSS SPACING, PITCH, BRACING LOCATION AND OTHER INFORMATION. DEEMED PERTINENT. FABRICATOR SHALL SUBMIT "FRAMINGLAYOUT' TO CONTRACTOR WITH BID FOR APPROVAL PRIOR, TO FABRICATION, UP❑N APPRQVAL 0 FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE. 3) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND PROPER TEMPORARY AND ERECTION BRACING. 4) TRUSS FABRICATOR SHALL BE RESPONSIBLE TO COURI)INATE,ALL TRUSS DIMENSIONS WITH FIELD CONDITIONS PRIOR TO FABRICATION. NOTIFY CONTRACTOR IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE RECOMMENDED OR REQUIRED, 5) PROVIDE HURRICANE ANCHORS, PER GOVERNING CODE AND REGULATIONS, AND AS INDICATED ON ENGINEERS TRUSS DRAWINGS NOTE SPAN RATED ROOF SHEATHING ATTACHED WITH 8d NAILS C 6" D,C, AT SHEET PERIMETER AND 12" LI.C, AT INTERNAL_ SPACING, STAGGER "END AND INTERNAL JOINTS, BL❑CkING @ 48" D.C, MAX, IN FIRST 3 FRAMING SPACES AT GABLE ENDS, TYP, 4. iJ y r u LL w is rr } LJ Lu 7-G. 4. iJ y r t is rr } LJ Lu 7-G. Q V 0 vi J J vA 4. iJ y r t Q Ln rr } LJ Lu 7-G. Q 0 vi J 1. iJ DA 10/10/2013 LLI FILE �IA1510 vls�oN dAfE t� t, -�. SCALE : As Note{ t,> WtEt J A-- 19 Vi Z 47 Lf W CD C -P o L, r, Q QO �Q CI E8 Uj �� eau -z �''w W a o a W oLLJgig cr aeml Vi z CJ. - J C'J z _v ci L2 l� V1 I' 1 n. Lr 1E, - cn r' is r� (_1 w Ch - (1 IBJ � 0 cn y vi Li 7 w m r. I� _ n G w cr V `�h _� � 1`JMMYy41 � N N j w L w .1 Lh w ' r� w L V 1 cA _Q r a W rf� 2 OT lil DATE w w � vIsION 0CM91ON PATE W W Pitt Cv LO I� T SCALE c L /A N c�ec{ S �l Vi r a A- 9 19 J I`