6834 SW 78 TERR_EB-93-014-005 �I
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11 ATLANTIC BLUEPRINT 325190 ,1 126 1� I 0 V',,'I I - I . � I I so,, - Ief�,14�11 � I I 11 I - I I '' ANTHONV ABBATE ARCHOTEC7
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I � � y , I I t i
. ��I STRUCTURAL NOTES _� --- I I I I , I I I
, �I . I - 1,71- e ,,�_ 11/�,N I . I 1. ,I 11 I 1,2,1, rk�11 I I I I ------t_v_
I 1. Based on a-visual Inspection of the project site, the I I I I I .. I ill I I 1 17 1 1 1-1- .1-- ___�_____' . _._:_111__ I I -_ --k- I
foundations ha.ve been designed for an allowable Boll , I ____-Jr I-______ - - -� - � I -- - - - -1 .1 I ____. _,___; __-1-I-1- - - _ __ __ - _ - - � - - _____ _-�- ____- - � - - --_ -- --- - �__--- - �,__ ,_ ___ __- - ___ ___ - I ____ - �-�---.-�,- ,--�--�"-,-�-,---�--�-, ).- --A
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� bearing pressure of 2500 PSF. ; I i I I, -1. I I . I� - - �:
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2. ' All concrete shall atain a minimum of 8000' PSI I I .. ......- 1. - ::_�:.. -�:�,, � :.
1. ...I v........ I I I", I �- ,,_,
I I.,�...I ���.I I_.,,I., �,'....,I--I 1,44,'....7,�:, ._:
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'compressive strength In 28 days. Aggregates � � ; I i I �'"'. .1-1- .1 1. ,_-:11'.�� I.--o-,
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ultimate -1 � t - -'_._.�-1,-,- _._".�,�.."�.�.""...�.,..��."".,.,.,.�,.�����z.�l.I I
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-grated,Maximum Size I*. Concrete __ I --------------,- "--�,---,--�-,----,--�."--�----------- ---,-. '� .. � -- -- - _ --I-:- I I \1- . - ;1.
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-111 , - - � 1-1-�11 d. 1 ''� --I--.. ... .� -....- -
shall be clean and well � � I - ___7=___11 __:L;�,, I . I..�..�..�.�,,�.,.,."�,-.�.",�'..'�� - _.__'__.;, 1, __,
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slump shall be 3' minimum to 5' maximum. I I � , V-,e,-/_ I I I � � I -
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111- -, _111-11.1-
3. Concrete cover shall be as foUowns , � T' ' - =�� � 1-11, I � _� -�.�. --� I-.-1-1 ..-I-14-�
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Item Bottom Top Sides � i I �11 i - ,� .:1-::,�_:::,:�,:�::: 7.:_:::: .--F I I _ -,��
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3. 1 1 ,�,� V- � .111.11. -.1,-1-1 I-, I._,_ -1. .�� -- -
Footings 2- 2' i �': I _� ! I . .. - � .� -- ,� .''. _0 � I .,__ , . -
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---1-I.-II-1.1.1.1.I11.1-11.....I I ,�,".,....
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- 1 1/2" 1 1/2" � � I __� . I � � I
Beams , I 1 1/2' i I � I I 11 � . i I
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� Columns' - I I I -- 11 1/2'1 1 1 '= I I I I I I-- I i I I -
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Slabs 1. I 1. I I 1. . I �� I - � � � � i I � ,
4. Reinforcing steel shall be new high strength , I I � � 1� " 1___� - I I I I I
-billet � ,Qt ; I I � - I' ' I � ,� A
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steel, deformed In accordance with ASTH A-305' and I � I I I t 1_� 4-t -1 1 _- - � -_
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conforming with ASTH A-615; grade 60.Lap continuous bar � I � . 4
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30 bar diameters. Hook discontinuous ends of all top bars. � i �k I . I ::�_ 1 1
i [ � I�--1- /r,A��,WaF:F�,��J,I P ct,_��, --______- , I I
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All reinforcing steel a I � -1 ?, -,L,2F-&J,Aw'�r I� - �
I hall be detailed and fabricated in I I i til �,CA� /
R _ I Lractice 2f � I I /
accordance with the _anual 2f ,gtandard _ I I � I I I I I! � -9afPAC,F_:0 JC71`_,_r_5f_�1 I i , !���
DetatUnSI�ein forced goncrete structures and the ACI Code � � I � il ; I � �
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318-77. 11 . . � � � 1� , � I
(CHU) walls shall be I � �. I � � � , I
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5. Masonry walls, concrete block I 11 I / � f I
_1� _. 1 -.5, __ --------,------��-------,-----�-------.--------- � / , �
erected prior to placing concrete in adjacent beams and ___ -.-----.------ ___ ------------- 1 : -_ I I I
; v- ---`�- -,1 --- 1-1 I I I �
� 1, A 1, 4 1 ;; .
columns. I Ili- � / �
, I = r,> ljl�7 co�e�7 M'" r�j,-,�,6�-Ne�4 ;
`__� i ,- N;_�Vi 4-11 f��Op_e�,, � -1- 1 4 .
� kc,I . _� F9 W ��4 IZUDax��!��VL,;:�X",:7r_JH,-- �, I 1
6. , Slabs on fillt fill and backfill shall be mechanically I - �W �7 I.."A ,,,I P-191- i I � I i
- I � o�,N""i,q,t&,1,t:-. � _. , I I , <__� _> �G�l h
compacted to 95%. of the maximum density at optimum � _ -�44_Z---- 0 I I I Ce -r- -:: )I A6 MF�5r.E-I'l R_17tf�111N�51 �
. i n-1 11- 'e,�, I - I I - I -N,,��:T[ � �
I _�� - Ir-�TotF_m TIT4,-,, I ,I -rr-)(TU izz_-� c,zA-r �� I
moisture as determined by the standard proctor test� __ I � A) %) - I 11- ,0,�,00-t,-P_C!�� r:r,m, -i r_A� I . H I
. �) I i ft., . I -1 - (,a' ' t;.\ - *_--____ �;� I
.Compaction layers shall not exceed a". I I . - � 4� _1�_-1 " - I ,-- k'F��q �-o tv)�a� _�Z - 1,0 e-�c e E�-� I � I 7 I
, 11:��_______- 1�- % 1 .-------.---�.--.---�---,-�--�,---,------ _\_-, _______ FLORIDA LICENSE NO. AR11825
7. Structural Steelt Shall conform to ASTM A-3G, -1 I , !A It I t P,�7,�;7�� , / [ -7-1 ------. I-- . -�---�-
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. ; I �) tp , i I � I ! � �'---���--�T �
'detailed, fabricated,and erected in accordance with AISC ,�-A 1 � �) - - I I ,�, o5l '! V, I I � I I , i
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Specifications, latest edition. Submit shop drawings for � q� I I r;11W I i 6411-1 C,� I i I I i
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I approval. I � � ! I - 11 I------'�-MOVI C�AW,
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8. Weldings Ali welding to be done by Dade County I - , �� i,, 4 t I 1� � I I I "I i
certified welders holding current welding certificates,and � - -i--V- I -1a i 1.01)r'-_Y4 -1 H,r_V TEL.463.8596 FAX.463.6137
i -- -_ __-4- I _________-____________i -,-- - -4 �
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must present same at job site. � - ! 1; t1r, I � I I- `77- � I N ;F �!,1/��,` / � -, , � L,4�)q, I I�s I
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9. Shop drawingst No shop drawing shall be submitted I I I -- I , \ � I i .
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for architect's review until after they have been reviewed � Z 6- I 0 --, -r-r?. IT,TIP.
and noted by the contractor for construction method, I I ___! _. .-.-- -+::�----�___-------_-,1,_,___,._,_,__-I--.1l I - - I- 1-�� � I____--- - - I--1 I - ��k_r�i��il i- 1-1 / _,� , -"--� 1 W t llz� �
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for dimensions, quantities, I i � %t 0)_ r�, - ," ,u 1 , , - �
0� ___n . / I - I' ll )� I -
dimensioning, and other trade requirements. Architect �% i I �T I I , � I
assumes no responsibility � %� �' I I \ H�1:V4 __1 ,��+ / /I i -,�> I I d �0� I �
. _AW I �_� �
errors or omissions as a result of checking and reviewing 1 . ! 11 %Z-1F-,0, � i T-- I �
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any shop drawing. Any errors or omissions must be made I I �1' I _�o M 11;�_, �t r-NI-_'11--, I,,�, ' -1), i,i \ ,� k- � , .
It J-_ ------.---- -_ _ - � I I �i ,� ____ I lki- I
good by contractor, Irrespective of receipt, checking or T____ --___ -_______-I----____ ______ ____ _______ __ ________ - +_ I <VAr - I- / - I , I
� X - +�=____ I �
I I ��i \ t = 'fI I -_____________1_r_t I !
review of drawings. I i I t I ��I I I VAV E%P M H F.�c,-T, �,Ne�, xe, � � _" I I-, I � � I fivill = �
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Wood memberss All structural w I I , � - I L, I 11 I � 1��l ___� � F - (14W
10. ,00d members shall be I I I' I Ksa'I:� T1,9r,"AA =_]'�,, - - , I I/ (�,� -
- L of � I , , , � , , (A!P) �, � i�J 11 , I;, k3l /-'-1-,FA--a -'�';�:�,:x K;;>-n N 4-S 11)C4-:2
- � �, - 1
-i Pine, minimum grade 116.2 (Kiln dried), _J_ ---- i, .- ; ____---,-- - zi �,�
Southern Yellot �LIL W __:i�_ I (-.,---"/- �
---
J__ "I , , I I __%�,__ 1 ----47 --=--_-j--__ --7--,=--,r .__� ___ � _i.__1_____C ==Bz" F1 N I<,rl
, t -1 - .1 t � _:7_ _1_77 _ _�.,
. - I r =,__-_--_2 11 - ______ � -
- 1500 PSI - �____-_ ,� I I � � - 1X____ _ :'11 �.__
with a minimum allowable bending stress of Fb ..,11-_..----zl� _1t___,___, _______1 _�_=__ -Z __- - __-,- -- - � I i��` --E:--------__ ____-4 _14 __ -_-_1��__ I :, - 1-111--1. �
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unless otherwise noted in drawings.Ali bolted connecctions I _'_7�'.-F 1. , .I-____,=,_ -, - - I� - I I
� 't- __ I-_____-4- -� I ____I I li� I , (.0s,t�o'
,__�_ 1 14 1
to be completed with A307 galvanized steel bolts with" I , E , _\ i 0 1 1 -1 I I i I I
I I i I i-- I � I I % Q___________�----------.-------
washers at each end. Fabrication, erection, and - I I 4 I ol I r,vl',,
I L _-, - L 1 "5 1 1��I- i . - ---,-----I e.e-'I� I [�,I<� - -
_____ � I , - � -.- I f� I
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connections shall be as per recommendations of the AITC e____"` � I -" - I .1 � - 0
_L_ _ ___ - __ --.----.-.---___.__ ,--1.__ -.-__� � -J_--------___ _______-1- ]--.----, 1(11 Di, 014- � -, I _=�_._________.__'_1 ___ 1+ "I - .- 1. 1-1- I 1� -- - , -- _____ I I - ,
(American Institute of Timber Construction),latest edition. � , �� n / I I � I -
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__.___ __ 11_1 , I �1 , i I �
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All wood members shall be free of all imperfections I �- 4- 4-- - I I � .- _________11�_ "--
____ 1 �4 --- �, I
j i i I ' J t EF-4s",
i I t-17---- ,-, �_,�
� -----,=-1. - ---- � it_I , � A
including splits, checks, ,excessive knots. Unsatisfactory I � __L__ __ - � . (V) -t-- I F 'I f �
1=____ i ---t4 , �' _1/ - -1- 1� I - _�� I I i �-,J-vk0(.,rVr.,
cost to owner by the contractor. ._T--.----I--,-- I t------ #�___� J-- � I r - _T � I
materials rejected by the architect shall be replaced at no I -- - �,��,, I - "il�_��;
11. General contra 1-- rt _-�:--� I jk_ . I _'KI'S-Fl1N'Cq KIT6HE�N I I � I � 1_____ _-, :
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the /,�` ____ -I--- 11' - I f _____ _t__ i 4-- 1 i � '�)
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ctor is solely responsible for the I ___ '�,_:,) I
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bracing,lateral support,and maintenance of the integrity ----L--------,�---�-,-----.--------- i - � -,
11 1-4 1 � I �
of the existing structure during all phases of F____ L, ' I . - '�
11
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demolition and construction work. � I I �� � I I �
ex � [__._______,_____1_____.. I I -1 a' , I � I
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FOOTING SCHEDULE I I 1---) ----- __ +____L I I _______t-----------____ - _____ _.__- .1 i � I 1� � � I
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MF-16 12"xl6"x Continuous monolithic poured t f _ - I 1 ; - ii i � I
t,J I - I L_ , I 'r I � ! k -�I IA �
concrete footing with 2 #5 continuous I I , I ______-, I i 11 I" � �
i I A( _ I It I I � � -.
horizontal bottom reinforcing steel. � ' 11 I � � � ; i �
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11 . /_11, I i /",-,) � I 'r 1 G W P,A 4�,�,--,�,- � , � �
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I I ,S I � --xl -�I N I w�r - I . i " I
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I .11 - I t k i (60�,H-r i ,:�) 1 1
! , , �,E�vl , � - 61--a,V4),) 1
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MF-24 12"x24"x Continuous monolithic poured , ---- -C- -/",i -I "- I I F.1`4 r"�I J I 1 -1,5,
concrete footing with 3 #5 continuous I 1 _� L_ I I ,� ,��w�;�,-s-t,,fa,�-, � "" � � � I is.�,�:�)
_ 1----- I - I A I i i .��j�- "N,, f� ,
horizontal bottom reinforcing steel. I i �__ I -.--- -,+ i , �< 11��64 r_�
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Concrete slab shall be minimum 4" thick with 6xG 1.4/1.4 "I -1 ,�(a,1 4 ii ; I vi� 1 1�1 Ili � � � i-7,I�:�,r,;I pcf��C_H
I 1�1 � i I � I � - --"------_ -
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V It , ? �� L , �� I 11 i ; ,ill 4 fN ift * -
woven wire mesh on required vapor/moisture barrier. "I "-,-/ 1 1 i - ( ?/�, �,, NF,,� yJ4,4 lu� -
- Double wire mesh 30" at monolithic footings. I 1 4 -J�Nl . _� * 11 ; I 4 +�'�` i� -1-5/g� : � I ) , I- i,
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STRELKOW DE14OLITIOIT 140TES I _-1 <' -1 � I I I 11- 1 i - / , / ,/ , , ?� - -_ I K�
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�_T I t--y � -,,/,�� I /,- i I �I ;��_�;",-) :�, , + ; I -I I -
P 11-aflWi FH,r�r�_11_ -rap�;:�[4�F,,q,�� � � ::�, , I - ez&�-g - I i , i �� I � �r I- (01 I , -
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1. -oofing lr_v�_t I 1�I I 1:�1Rr1V:1>. ,_ , , 1 - � f __�1____________________ -_ 1�
Remove existing fascia, trim and portions of : � _._ - _______ - 1 �I '== 11-1 I N,I CL151&iz 4- 1 , 11 : I I _________J_: I
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and roof deck at existing overhang as needed for --------- � t _(� IzJ r- - 11 -,- -_T- ___��;1 7 I L___-- - - , � I------
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installation of new porch roof. I .----- I i 11 -_ __T_, - _�_ � _\ I f -11 _=- 1 ,
� I i I F _-,- ,-r' ', A-' , _* ;
2. facia and trim for � ______=______1_____ T I-_, i r �- -1- . L_L_._,______ ,-- I 4�_-�V - - ,, I ! I
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Carefully remove existing i _� , , 1"i 1___� ,A-
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I. installation of new framing, headers and blocking. Replace I I ,)\� Il / \ I ; � . (" -,i L i � ) 7 Exw-1,�-_,I 1 E�',<i,��-, 1�
,�, . -,, I I - I t i i I I 1 4'-e' I ., � -
fascia, trim and gutter. Existing jcists, roof deck and , / . \ I -_ � _ I '2�'a- ` ' I L � I
I �� I - f�r � - `t k-1, _-:t CF_:� 1 --�:-r�1- - I ,- � - Q
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rooting to remain. Repair roof as necessary. f-Ir 4- 1 t � t ! I -� I / - _% �T �,
i 1; "I C"',I I / , , /----, i i ; � , � I � I 11 Lf ,
I NX 1\ i I ; -\ =� , I � F!��,�7�il[-E�,:�,,':�- �_----1��
; � � i - I. , -1/p � -___ it - 1 �� ,
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� 3. Existing column and footing to remain. Existing roof I ,i -to' i , 51 , ,�� � , , - ii 1� .11 I I t�7 �I
I , 'a�14 ,J . /�'. Q� T�0-
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r1l. 1 /5�.�j "sl I U� 1 (I I I V�C�-,;
7 1 1 i � 1 e�,I- -1 , �-" �" - � 4f Ft"I, �r i,
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4., Existing column slab and footing to remain. Drill ! I , It - . I I ;1
I _ > I i -W . � : -�i�
I I R__1 I , , �J, \ . N El 7:1,�: i
structure shall remain. i , <1� (�)
,
� I I I \ ! i J� I , � - - � -,.��___ j� I �� :
� --- 't �� ---- I I
I I �Ii I __�_ � - - I -1-1-1 11 I I , I
I r_A,1,=�!� r1m.rloo:,�Y-TH 1,5 \ i I � . I N--r-4 I li�,
inforcing steel as � - -rcH a K '�) I __ . � i!__N1 k) -- �
' I " i I � -1,_%�___-,____1 I I ,� _�__ ; 4- I
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holes as required to dowel foundation re, I Arz�� -reI�l A -T'q. , i I I , � I 1! I 4_1
. I -, \ i i � I . = I I _--iL=_4 W�1_1 I � I I I � ,
� I I .1 'iti i I � � � 11 , - _L,�_ � i / I . I I I ,
- ,� -1, -11 � - V I - = I � I I
required. I � I , i - �� � �
5. 'Remove existing door, frame, and miscellaneous � T, , " \ �11 _ � I � I : it _ .. __-A-_ � ____Z_2_� ,,,, '', F
I I 1� %. -------,7 �! % ; 1� i 4
i 't"'? � � � J f *-_N,tr___1_� �
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f Z__ --- -_- I I i;z � 0 1 � -", , �__ ______ ______,___ !�,!-,;---J�:
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material's to underside of existing roof structure. /--�-\ �� � � I - i� ` DC -6� 5 ...u � _�o
I ; r�) I I I � �F , 4 �,12-
- �, I J k -;-",\ i ---",. - i i
13 \ V � I -n t,,i �� L,4\/��-,,�-, ,,H,, , I- �!',j�, ffi _-, �' 1��,/ � , I I I t�ll 4 1
6. Remove existing wood posts and C14U bases. Shore 11) �t ,i- , 1, e _,, 4 I \, - I
I I I I ! I F�_Y; 11 - - i / - ,_�.- � � I L: _It<,!� , 6: 'I
,-, �� �,� 1 - - 3 I , �rf,-5 - - - , ,
existing roof structure or Install new structural framing 11� ,-7-,, � I I , I
, \ --. !: I ell � I i�_._%�_____- I � ; �, ,7,f-, "-_q1,q1
- , I 111� ; NEW - i I Pf�k�_ i 13)
_� -,-J, . I I - � V'q'�el I-I r__L V �
,� �-�- , !, I . �J I ,62t i 1 4 - I
, 'r ki� . SHWF- I ,---I-,
I , - i I I 1� -�,� oy>:�EF, '�6. .7,,��V, -__41 Ili
prior toremoval. T_ I , \ \ +__1 " I ) �� I I k_ _____�__ J_____ _ - # 1 t�
, I �, \ , ? 0 � , !j - I I V NSW PF��4�
0 ,1, if I � cc-li,,)+r -016 - I-,e,It rTl' �1,4 11 �'l �;-T,�, ! ;7
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7. Remove portion of existing tile finish as r.eeded for � . :5y I-',T I N 4-�( -L�F-W I _.� I i 9�/K�l ,I:
, I I I gp_,6t/�Mi� ,3 lv��I- , - I � i FXII�T g�,�.,, - � �1, I ,5A-�,AVE�[�
; �� I I - . _�;�9,
� f 1: !i I __1 -f t r--, . ___`�____ rr'w'-,vi � e, 1
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new raised tile floor installation tomatch existing at Dining - \ �_,� t '�& I L 1 - - - I � I , -1 r! I
Room. I � � , \ r " 4!- 1 _ I I
t I i(�) � � , 3 ,'A Z111, � =, 'I � L I �, I r.,�ZNE� i t
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4- 1 - ------- I I -" I! I t)i - J 'AN; r I I x�(-�-f - !
-- 1 \ I I , _x__ _)C_ ---)(--:?-,.
S. Remove existing entry door and frame. Provide new -1 �, I ��:� i T_ ,� �
I / \ 1 :5 '� �i 1: !! t( �� �, I t- " "--, I-- I � -J.L--4---\-
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' 1 4- �_-___-____----- �\, ; ;��, I + ;' '41 6-----. . -
G.W.B. finish and paint at jambs and head, Provide � \ i , : � ,Ai�-,, ta; I I ___ ----,- 1ji I 11
7-T-t-24-- �, 4:-"+�e,J5,R, � i5�<I.1�71 W-4 �, Q4 i I ') I i __-1 __�_ 6;� VE�o� I :
-- 14,�, 1" , - 4 - ___ -1 - _t _. I ! �,� �
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continuous tille to match existing at threshold of opening. - - , ( , � -, �1� - F�'I`,';��Z% _2� .I Alm W i 1. I f �,-1 i � __ ____ - , - - __ , __ :
-----4 I - �Vl r-fAr - - -4 � . - �- _J
� ------� t------ ----I--1-1 - f :��I" I� _r __ �- �,_�V�__I_ �__ i t � �
� ____' _-, -.----- _�, � I ___ _-,� � 1% . I �
9. Provide furring and G.H.B. finish as required to ---:-- I --j�[_---��- - __ I I I .L.7__-"-'-- - --- -L!:-�,,�":7,:-"--�:;:�_:_�-_-_.-� 1 � I - � � 4� ,
- I I i ___-,-. _111-1 -________ -,- _ _ _1=�i_f � - � �
* �, _1-- I i_- i
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achieve a continuous flush wall condition from the existing ___-_,___,!� --------.---- 11 - - - - __ -" ________1 I 7t -I - - I—- - �__ _____�, - �
T--,---------..-..--.-�-,-�---�,--ikff���==� ���7_f___------- - I _- - -1. :-, ___________ __/ I 11------ --I.rl-------,._ -
. 1�7 7 ! � - �
-____-----,- ____I I �11 ='I J - = , i I
Living Room to the New Entry. i � - I - 'k " I I
--- I,.- - �1 , I
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� 10. Remove portion ofexisting CMU/concrete/stucco wall � I .1 I ; �_ G) " _ t -,
- __4__ 1 __1. - ___ -_ -_------_- ---- __-i--- -4---- - , -4-- - _�_ _--I---,-1-1 9- -I �- .
from top of slab to bottom of tie beam or roof structure. __�- I ____ ____ ________ _____.---______ - ______ ____. __ ____ ____ ________ __ --___ ___- _______________ ------- _____ ___------- __ ______ _____ __ __-------__ _/�_� _ ___ � I I I � I
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Width of rough opening shall be approximately 3'-2 3/4". 1 1 1 � , � , I I NrH --------- ---- - - --- --
��_� I I ! C7,41 � I -
11. .Existing PTAC to remain. � i 6d- S-7/,511 :E'i- 6" ,��,\q, -7�,-M�---i,,�,(:,-,-
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12. Remove existing PTAC.Install fully grouted CHU at -IF -- __ I - -1 .. / I - - - I 1 i i - I / -- - _____________ � _____,_,____ - . ______ � __ � ---
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I I opening and finish both sides flush with existing and new ' I : I I I
wall finishes. 'i� I
t IV- ,9114-11 �
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1 13� Relocate eyisting washer to new laundry as required. N 0 FZ TH WA��Tlrlpe __/ ---- --- ___ _ 1 I � - � - 1-1 -I .� - 1 .-- - - . 11 - 111_I 11 . ______ I I I- .. -
14. Relocate existing dryer to new laundry as required. i �5 C_Ai�i k�> I I
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15. Remove existing hot water heater. I �_���_
16. Relocate existing well pump to New Laundry room as I I 11 N el,q WA i'l-/rAT:ZTrT toN - - ,,_� -
..-)- r� Z� e _� - pi Alt
. I I N I I �, _.; I / 0 1 S I ! �-- 1 IN
required. r--, ;::M �'_')' L I-1-I 0 1K I A i'\1" E.) F C.)1 1\11D I ION' PLA1 ' F 1-0(_-_1 t � i LAN ____ NC-W FINIC+5� � i t__ -
17. Relocated existing 1 112" galv. irrigation well water L-)�__ I U AT IN I /+It -I-..,- �, tfy�,�znnoq, IN =C01-00 I
I supply pipe. �1,�4 ,I I-01 . I ,:::=I I�ev I I - F_� i ,,,-_ . . � L, 1,"I-,-- , I
�
I 18. Relocate existing 4-zone irrigation distribution ei,i) I I- I 11 P"��,_ J_r I � _� I ( I ) SANITARY SEPTIC TAI I TK NOTES
valve. I - ,WINDOW S CHEDULE I - � a-)(f,--ntJCA,VVA,u'lpr��.Ct r1men-1- - - -I I
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- 19. Remove existing electrical meter, weatherhead, and I - 1 CONTRACTOR TO VERIFY ALL DIMENSIONS -, '
panels as required. I � I I ;4v, pve�-Is�:7_"-_ P"-tra ;�wsii pm,:�, tmi,,E-6 ollirol"F, P;��, 1. Flood Zone X
20. Relocate existing disconnectas required to allow for I DRILL 1-1/4" HOLE� a * DEEP I I - - . � : . � � � N01- 1 1 2. Finished Floor Elevation+12.15 NGVD �
I NEW FOOTING: FOR SIZE AND PLACE No. 5 OAR AND FILL, WTH I I I 14ARK WINDOW TYPE DESCRIPTION REMARKS of Installation means acceptance of existing conditions. � 1 3. Invert of drainfleld shall be not less
new wall construction. I REINFORCING SEX SQiEDULE *POR-ROK' NON-SHRINKING GROUT CEUENT . i I
'
I I I I I FIXED TEMP GL AL 14Wx9611 INSUL/CLR, 11. Install accessory Items as required. Coordinate , i than 8.42 NGVD. I
1 21. Remove exIsting.,partition, framing, head and sill I (TYPICAL I EACH BAR) � � IN 2x4l AL FRAME & 32Wx9611 , TEMPERED GL I installation with Owners's security'nystem installers for I : I 1 4. InstaU 42" sand under bottom of drainfield.
plates, all electrical a'n structural I I SIDELITES I � preparation of screens and installation of concealed wiring � � . 1 5. The approved septic tank and drainfield invert
items. Existing roof structure shall remain intacL I I I � 1 12 AWNING AL 24Wx24H 5/W CREPE GL I and contacts as required. ' I I I elevation may be the controlling factor in de- ,
22. Abandon and iemove'existing electrical receptacle 3 l Al-11411IG AL 24Wx2411 InSUL/CLR , , 12. Adjust operable- sash to work freely with all � termining the finished floor elevations.
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and lighting. I ' - � I . 1 4 DBL HUNG I AL 361lx9O.511 MIRROR ABV hardware functioning properly.Re-adjust atcompletion of 6.1 Verify slop required for sanitary drainage and
23. Relocate existing Irrigation timer and electrical to 11-5* CREPEBELOW the project If directed. I . all elevations prior to commencing work.
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new laundry. 11 ,1,,� � �, I � I t___� -_ I GLAZING NOTES � - 13. Remove all lables.,leave windows In a clean condition. � I I I I
I I 1. . __ I I I I 1 14. Cover windows and protect from damage during :. - I I
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GENERAL NOTES', , . 1�1 � � I I I Ali glazing shall be insulated or double glazed clear or I other construction operations that may incur damage. -, I I i
. . � I crepe glass as specified. ' Replace all damaged work at no expense to owner. � I I I I � I �
I
1. ,,ContraCtor shall'take all necessary precautions 'to I I Window mark (1), SL GL door mark (E) shall be tempered. I I � I I I � -
- protect items 'not involved'in'the construction process I � I Glazing shall conform to Florida Model Energy Efficiency I I I
such as doors, windows, roofing, outside corners of NEW FOOTING TO EXISTING FOOTING CONNECTION DETAIL . I Code criterea for remodels and additions,current edition; i - � I I I I
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existing partitions and walls, trim, mechanical and I I I � I ,and to the South Florida building Code, Dade County I I � - I I 2991STRELKOW
electrical installations, calling, wall and floor finishes, I � I edition. I � I I I � I . I I "
etcetera. In the event of damage to any,new or existing All operable window units shall be as manufactured, by . I � I � . I .
Items and finished contractor shall replace at no cost to I I I Superior Window Company, Illaleah, Florida (305)826-4800 DOOR SCHEDULE I . I -
owner. I I I as specified herein., � CONTRACTOR To VERIFY ALL DIMENSIONS I I I I -
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- 2. All debris form demolition and construction shall be I I . -, I I I , I I I . ,- - �� - 1 I
removed from the work site in a regular,timely manner and GENERAL NOTES HARK DOOR TYPE DIMENSIONS I' REMARKS I I I I I I PROJECT DATA ', � " I I
�
. . I
I in accordance with regulations and ordina I nces governing ' A SC WD 3*0"xB*O" Paint finish (4) 1 , 11 �, . I
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disposal cf trash. I 1. Verify exact sizes , of all openings prior to n SCMD 3'0"x0'0" 11 Paint finish (6) I Architects Project Numbers 2991 , 1
3. contractor shall inspect worksite and become . fabrication. � I C SC Pocket 2"0"xG'8 _ Paint finish (7) � . . - I . - I I � I I
thoroughly famillar ,with the construction documents. 2. Provide complete shop drawings for approval by 'D SC WD - 2'0"xG'$* � Paint finish I CommomAddress: 6834, Southwest 78'Terrace I
Report all discrepancies Immediately to the architect. I I Architect prior to fabrication and delivery of units. E SL GL SWX6,8" CLR Anod Alum fin I I I I � I 11-_. I . I .South Miami, Florida 33143 '
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4. No subsUtutioniare allowed without approval by the , 3. Ali windows shall be as manufactured by Superior I I � I - I I I I
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I I architect prior to bid or,proposal. � I � I Window Corporation, certified to AAMA high performance I ,GENERAL DOOR NOTES I I I � Legal Descri I , I
5. Cohtra6tor responsible for f 6rnishi�g all materials standards. - . I I I I 11 I ptions The east one-half of lot 17 and all of lots
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� and labor to complete the work intended by the contract . 4. Ali windows shall be Installed per manufacturer's ' ' � I - 19 and 19,Block 5 of "West Larkin Park"$,according tothe
I - � I I 1. Provide Pemko weatherstrIps, thresholds, and I plat thereof.as recorded In Plat Book 12, Page 49 of the
. 1 documents'.' I BUILDING nunGLAR INTRUSION WINDOWS I , � I I I I �, .I . I � recommendations. All exterior joints shall be sealed with gaskets as required. � I I I Public Records of Dade County,Florida. ,
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1 6. All payment requisitions and change orders shall be , AND BURGLAR INTRUSION I1ARDWAnE I I I I - Vulkem sealant. Do'not use expanding foam sealant. 2. Doors shall conform to I Florida Model Energy . ' I I I � - � _. 1 I - '.1 I , � I I I . . I � �
submitted to the architect I.or,approval prior to submittal I I I 1 5. Frame finishes shall be clear anodized aluminum to Efficiency Code Infiltration requirements. I I I I I - Finished Floor Elevations 12.15 N.G.V.D.
to the owner. I . , I I � I 11 ting a force of 300 lbs applied in � I I match existing frame color. I I 1 3. Hinges and miscellaneous accessories shall be Ives, � I I 11 . 11 I I I 11 I I I I �
I _� �� .1 11 � I 1. Locks on exterior doors shall be capable of resis I - ' - � I I I
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1 7. written dimens�Ions and information shall' take . any movable direction and In accordance with resistance standards set forth In Hetro I� � I , 1 6. For installation In existing walls existing stucco flager or approved cquaL � I .. . I '.Jurisdiction, City of South Miami,Dade County,Florida I ,,- --
I I . � _,,�"N�,.'
- precedence over scaled graphic information. Code 80 of the South Florida Building Code. I � I I finish at existing wall locations shall be roughened to - I I I I I I � I - I ,.<� ".,�
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8. Contractor is responsible for verifying all actual 2. Ali single exterior swing doors shall have a I I ock to be key operated from exterior I I I approximately 18" around each opening. Apply approved 4. Exterior door shall be fitted with Schlage L series " I � I , I I I I . I I �� F ,,,,�1?11 1,
- " i - I I � I mortise lever locksets. ATII style, finish as selected by ' Zoning Classification: RS3 . 1 .I � . I � ," 1 90,09 1_�
dimensions and repc�rting all discrepancies to the architect ' I with a minimum of 6000 possible key changes or locking combinations.If key-4n-the- � liquid bonding agent and refinish stucco to match existing . I I I � � . I I� � - ,� '-'6 "
prior to final laying out for executlon�of the work. I knob type lock Is used th I ere shall be an auxiliary single dead bolt with hardened bolt I . � texture and thickness. Repair, fill masonry cracks with Owner. � I I � � - . I � I I I . � I . I� - � JANN 1, 11 1 9 9 3 1 ".Z. ,\ .. ,N� C-..ace , ,
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I � . � I 1 5. Interior doors shall be fitted with Schlage A series 1 . I I I Occupancy Group, 2 1 - � � I I ,��, _1-1 � . ,,f .. ,,,,��
9. This is a remodel. All pre-existing conditions not or Inserts. I I I � I I approved grout prior to application of bonding agent and bared locksets. ATIl style, finish as selected by Owner. Ali I � � . I . I - . - I I I �, I I I- � ,?'-�, � I -,-I...,,,o� 1,
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identified in these doc6ments'which are uncovered in I the 3. The active leaf of pairs of exterior swing doors shall have same locks as required I I stucco. I I I I . 11 - I I '44 .- ,
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.� . 1 7. I I nstall bucks, shims and plates as required for existing Interior doors shall be fitted with new lockets to � I . Construction peIrmittedi Type V Unprotected - � _1� , If -r�I �.
for single exterior swing doors. The Inactive leaf of these parls of doors shall have I �I I . I . - I I -,, "I _;�� -,,
process of completing the work shall be reported to the I - I . -
� I 11 � � match. I I � I I � -1-11 . � -1
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architect. I I I � - multiple point looks with 5/8" minimum through bolts with inserts. I proper window alilginment and operation. . I I � I I I M& "_< -) .Q 11 11 I -
I I . I I I I I G.. Provide recessed wood Jambs flush with adjacent � I I . 'Covered porch addition areas 364.8 square feet 1�1, �, . , - � , ,
10. Contractor may Initiate change orders at the request 1 4. Hinges an exterior out - rews. Exposed 8. Primeand sealall woodsurfaces,Including surfaces I I I �, 11 I I I I I� -,A ^ I� -
swinging doors shall have non-exposed sc I � I I - ' wall finishes only. Do not Install door header f rame at I -I I � . I I I I tb�_.;_� I - _,�_ . �� � � - " I
of the architect or owner. I I pins shall not be removable. Single,swinging ,exterior doors shall be solid core of I to be concealed by wall construction or replace Is more ceiling. Provide door stops Ives 442-D26D grout In slab. , I I I Total area of exterlor.expansion I st I - 1 401.0 1 square-I feet I 0 J, �I I - �
- , I I � � than 15 days will expire between delivery and�Installation I I I I I I I I 1, "'r- �, . I
. � I � L4%at, ,
�, not less than 1-3/8 Inches thick. - "'4111) * 11,
11. The architect may issue construction bulletins I 1 7. Provide recessed pulls at,slldlng pocket doors. I . I I . � I APPRW'7 .tl. ,
requesting minor changes in the work, clarification,s, 5. Ali exit doors shall be operable from the inside without the use of key or any' of windows. I 11 � 1� �' ' I I I - a, I
. - I I I . ' � I � , a. Glazing at sliding doors shall be clear insulated to I I I Total Interior remodel/conversions , 343.0 iquare feet _' It,t-,) 4 .I� "4, �/ -
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directives requiring no adjustments to contract cost or , special effort..Vision panels In exterior doors,other glazing within 40" of the inside I - I 1 9. 1 Provide manutnturers warranty to Owner. mAtch existing. I I I I I I 11 11 I 1- 1 I I , I I 1 I CITY OF SOUTH 10 11 All , � I" -"-
time;orchanges requiring adjustmentto contractcost and locking activating devices or locks and swinging glass doors shall comply with A14ST - � � I I .4�A?_ I n-l"r- ,%.-I nr?%TIAJ� , 11
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I I 10. Verify that all openings are plumb and square and 9. Provide wood door frames typical all interior doors, - - I EIVIRGILI.111,� �
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� time., Contractor shall not,proceed with changes in the standard 297.1. 1 1 1 1 1� I 11 I I I of proper dimension. Report all defects or unsuitable unless otherwise noted. - 11 I . I � I I , I I A"-,&' . , �- 0 I 1 1993
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- work unless agreed to by all parties. � 6.Windows by: App Nost ADL-49389F (Awning windows). I I I I I 1, conditions to Contractor before proceeding.Commencement I . I - I I 0 F,41,9 ,,3 lr� �f%r','I) -1 - -
I � I 10. ' Wood trim shall match existing at existing rooms. I 1_=� -_ f I
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