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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 . 1. I � I . ,. � �� .7.11, �- ,� I I� I 1 I I I- ; I I I � I I I I ,� . I� �I 11 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 . . . � 11 I � I I I . 11 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 11 � I I - I 1. I I ,- � , I ,,� I . I . I I � �, I ,, I I . I 11, . I I I I I I I � I 11 " I I I I I I I . I I I I I, � , , I _. I - I I I I . 1-4 - I I I � I � � I �I ". � ; r� I I I � � , I . I � I I � 0 1 1 � 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 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 I I I I . I .- I I I � ' ' ' ' , �, I - I ,� . I -1 ,, 11 1, � . I I -, : ,, , �7 , '' I ,.� . 11 I I.1 I . I I � . � I I I I � _� � � I � I I I I I I � I I I ' ' � I I I - I �9 I � .0 A a 2,f% 101% - , I I -, I � I I � �� I I . I I I I I � � I . � . I ' 'I - I �,,� , I � . I � I 11. -__ I 1. .1 .11 I I I I I I I I I �I � . � I � � I I I , - I . I I - I . , � I I I ailed on the drawings. Where � . I � � T � � '. - � I I I � I ,_ � . , , - I - I I � 11 11 I � I I � I I ., � I 1. � I URGLARY � I I � � I j � 1, I I � , � . I , 'Bou - - ,� ,� �� I - -_ I ' _.' ' o - I �I.-, L ., 1� 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 . -1 NVTEb, I , I I � I ; I I � I � � � � 1� I � I. , , : - � � I . I �, , 1_,.I - : - �' 'I I �, �I - I ,_ � I � I I I I � I . I I I s -. ot, ,dimens I �, I �, I . 11 I I I 11 � :, " I I I � I I . 1, � I � I . _ .1 I �. I 1. 11 11 I "I I' ll . , I '. I , I - 11 � �. I I I I . I . I . I I � I � � .S ' I . I . I � I I - - 11 � . I I I I I I I �, I . I I- I I I � I . I I �, I I � ._1 � I 11 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 11 I I _�, p 1, .,�� ' - I I - I I I I - .1 � � - GENERAL NOTES �, . I . � I indicate the �� u r, or use the, � I I , I � V -1 . . � .. . � � I I I - 1� 11 I I . I I 11 11 �� . �I ,� . 1� I I � �, I I I '' ,� I � � I I " I . � � � � I fo - I - I I I " I . -% I I . - I I I In corpliance with Chaoter3G of 7he � I I I I I I I - I I I I I I I I � 1�1,11, � 11 I I I L I .1 - . I I I - I ,. 12owing': I I I I . . - I . I . -1 - - � I I ' - � I �, � I I - I . .,�. I I I I I - � I 11 I I I 11 , L L .- � �� . � I " I I � Metropolitan Dade , ,� ,� : I I I I I � � . � . " � � . I %, � I I - � � . I - . � I �.� ._� �, ", I - I _ - I . . 11 , I I I 'L -CONTRACTORS) I � I � �� I .- I., 1, .� � I I I . . I . . 1. , I I . � .I � . I 11 - � . � 11 I I , - , 4. -. I I � I I I � " .1 11. . . � I I'- I - ., I . � I I . I " - I , I 11 � '' -,-�` FOR �OWNERS, BUILDING OFFICIALS, GENERA , AND SUB� - I I I �. I I - I I I . I . � .I �, - I County code. &',The South Florida Buildijig CcKle),,. � � � I � " I ' ' I - I . � I � I I � � I I I � �, . � 1�1 I . _ . 11 � 11 I I I 'L . . � . � I , - � go ' am � , 1, I I � . 1 . � . 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 ' urv4r � a) In principal �'structural items �where I the - I I I" I I 11 I . � � I I . I � I I I I . I I " I I I 11 , y= I , I I 11 I � . - 1 � I I I 11�� . � �_, ,, 1 ;Design was based'oh Survvy prepared by a Registered Land - I � ' � � I . I I � 1 , I I I I I I , ., . � I� I I �I � ., . I I I I . � I I concrete is � . -1, - I I � . - . I I � I � � I I I �� 11 � I I - � I I I I � �11 I I ; I ' ' � ': I I :11 '' � I __ I furnished by the Owner, A=urancy ' "'the Ownew I s'xas- , . " ,� I . I . � � - , - I I �I I I � I . I . I I �of ,survey data I ,deposited against the ground, , I � I I � � I I I 1 . I I I � I I I . , - �� I I -I :I I . I - I I I � I I . t . . 11 -I I I - 11 I I I I I � I � . I . . � . - I I � � I I I � I L � I I I I I I � � ,. . � � 0 . . I I I � I . . I I I'll I I I 1. - I I� �,the minimum -cover' � � -, � - �. : �, � � - - ,� I � - 1- ,I I 1, I . � � �, I I � . � I 11 - . � - I I I 1,1� "I - I z I " I . I I I . I - I � I I .1 ppnsibilit�. , I I I � ,. , I I I I I ,shall- be-' _` 1 3 inches I.'- Al-I .locks in, ext. doors shall - � I I � I I � - , - I I I � �,I I � I � I I . I I I � . I, 11 I I � I � . � I �I . I L . I- :,, I � - . I . � . I be capable of, resisting a force of 300# 1 1 1 - I I � I I I I .� ,�� I �I I I � : , " I I � 11 I ' . 1,� I 1�1 " I I� I � .'I- � � I I I I I I - � I I � I � . - 1, � I I I I ,�I I I -and in acoordance w/resistance � � '' I I � � I 11 � I - I I I I _� - I I � I I " I�I� I- I I ... I I .'' �_ . I-- 11 � � I I I � � 11 I I _,��,I � I I I � n. ' I � - I d col' I 11 .1 � � � � 11 I -, I I - _. � I applied..in any mcrvable direction - � I I ' ' I � � , I I I " I � I ,�, I I I � .I - I � " �" , , � 11 I . . -2. 1 General contractor aM/or Builder shall verify'with' all Utilities umns ,_ the cover to,�, � 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 - - � 11 , - I _ L 11 . . . � I . I � � 1, I I L I I standards,set forth in Article 2.of I I I . I I I I I I I 1� . I q . i � _ , , I ,: . L I . I I I I , 9mpter,.8C of The Yetro Dade C,oun . - I � I � I I - I I 11 I �, � I -1 -,�, . � �� f , " I � I- .,,. . 1� I I , companies location of.existing underground UtilitiW (9", elect.o � I - 1 e 1 . I � I I ll� inches I , - - I - , � � � I ty I , , I I � I I I � I I I � - - I I I :, , I I , � - I � � I 1 , 11 I - � �- � I � - � 1� I .� � � I , I Code�. _ �: , I I I I I - I I �, I -, I I I I I I � � I ' 'I � 11, � - I � � I . I . I - 1 I I �� I I I I I I " . � I . - I ,� � � - � I I I � I I � � I . f � 1 9 .- . 11 � � � ,phonef water, etc.),,and stake out�in the,f ield all th6se UtilitiOs I " . 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 . I I � � I I � I � I I I I � � 1, � I ]L:).r � � . , I I I I I I � � I . I .,1::)1:::�eoding �with I excavation work- I c) In all concrete walls , I I . � � I . I I �I I I � , I I � I � .1 � _� - . I I � I I " . 1, I ,I ,. "I I I I � - 1 I I I . I I - known or oxxAmtered before any 0 � I � I , � . I 1 2 , inches . I . _� 1� 11 - � . � - I I - I I -�, I I ,. � . , - � I 11 I . � � �., I . � I 11 I I I - I �, I . - I I I -- - 11 I I 11 . - . - � I I I I I 11 ,- I' ll I I 1� - _�, _� I ' I I � . I , I . , owner shall not au ' lemolition work � . I I I . I I � I � � � I rM I . � - . 11 � � I I � I . I I . I I �� I . � L � � . I � . thorize'any improvement, arWor c I I I . I . 2. All single ext.. swing dobrs shall hac%je a lock to be key operated f I I . I �. I I I I I � I I 1� 111 I I . � I I I � I I I . - , I 11 � , I I g � , . . I � , " . � I � 11 � I . - 11 I until Permit is secured from Agencies having Juriadiction.� e n joints in I . I . . I ext. w/a min* of 6000 possible key changes of locking ;cal�ination ' If � I I - 1, I � . I I ,� , I I : ,.. �, . k � I I - I 1�1, � , 11. � I I I �"I I I � - I I I .. I',- I I 11� I I I . I I I I I � wall6land columns ' " � � I. I . 1 , I , I - the knob lock is u ' . - ' � I � I I I I I I � . I I I.. �I - I ., � � � . I �, 1 . - , , I ,� - . I I ' I I I I ' 1. , , , ,�, I . I I � � , � I .1h. inches - .1 key in , I Sed, there Shall be an auxiliary single dead 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 '� 1 I . � I 11 � I . 3. All structural, meclumical, plumbing and electrical work Wxywn on, . I I ' - 1. I ' bolt w/hard6ned bolts or inserts. ' - . __ I I I � I I - I I I � . . I � I �- I . I � ,�, _ � '9 � � . 11 . � - are I a le rcement in ,all , I I I I � I � - 1. � . 11 I I � I I I I . . � I I I � I � � I .. I - I _', ,,, I � I these drawings incidental to the practice of Architectures unless , I a I I . � I I � I . � . 1 I � I I I - � I � ,,, , �' � I . I � structural . � � . ' I I I � I I I . � I , I I - ,, I I �I , � I I 11 I" � 1, - agistered Professional I ,slabs : � 11 - 3/4 inch� . I . I I I I I I I I ". I I I I I 11 11 I I.thew drawings are.preparedg signed 19 sealed by a P I . I : I I 1. . � I � I - � - I I I I I ,_� '. I I�. I � - �� Eg-,gipeer, in which caw this Professional Engineer will be responsible I 11 I � I I . . - I .. 1� I - 11 I 1 3. ,Swinging'.ext. doors shall ccuply W/Section 8C-15 and'secured w/a latch " � I � I I I 11 : I I �, I �, I � 11 11 1 . I I.. I I I . - - . - - . 1 .and single dead' bolt with 1" min. throw and if made I . I I I I 1 � �� I I � ,'I I 11 11�I I � I I I I 1, I f, � � . I � I ofwood shall be , I IL I I L ,11'1� t: , , ,: ' ' . I I 11 . I ��, . for the design ar4'performance Of the ==e5PMdiN,, Gtnwt=al#.mechanical, I mum ,compre I . � I I . I . . I I I I I 11 I I I . . I 11 I �I I I.. I I . I � : solid core,of not less than 1-3/8" thick. I � I - I � I . . -, .1 1� � 1. 1. 11 I �, � I I I I plumbing and electrical work. , , . I I I 1 3 ,000 psi 'At 2 8-day 'standard test. - � . I 1. . I - . I , I � � I . � .1 ,� I � I �� I I I I 11 . I I- I plans . '� I - I I I I I 11 . 1, I � I � � I - � I I I I I. 1 - I I I I 1, I � I . I I � I I '' I . I I I. - I �. ; � 1� 11 11 I 1 . � I I , � .1 I I ., I � I ' I I I � I I � - I I I � � � I I I I I I I I I I I . 1 . � 1 1 I " I .. I - I �, . � I I � � �� I � I , � 1, I I I . I I I I I � I �, I I .1 � I � � � I I I 1� - , ': _-,- . � , 1 4. General Contractor and/or &Alder I shall furnish a complete Det of drod-ngs, . I 11 I I I � � I. 4. - Hinges on ext. outswing doors shall have non-exposed, screws., I - � I I I I I I I � .1 . �, � I X I -1, � I .11� I I I I I I I � � I I I to all different Subcontractors on the job (electrical, machanicalf plumb- _ REINFORCING STEEL: ' I . . 1 � I I . 1 I . I I � I � I I I � I I . 1 . � I I I I � I I I 11 I I I I - I I I � , I �1. �I : I ." I I 11 I 11 1. I,� . - I -., �1 11 I . � � I I . I � I � I , I I I � I .; I 11 � I I I I I I " I I I . �� - 11 �, I . I � I I I - ing, interior partitions, etc.) to coordinate their work. Any discrepancy '* . - 1 5. Front main entrace,doors shall be provided w/a, scope. 1 7 1 1 1 1 1 , A � I 1 e L - � 11 and/or conflict on the drawings diall�be notified to the Architect before ' 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 11 � I., I I ��, I I--, � I " L A ' Ail reinforcing steel shall be' defonn9d bars,, free fran loose - ' I � 9 � � � I � I � I I . - , ,I � with any installation. Failure'to do so win be -the entire I . I -.1 I ,� � '' I - � I �, I I - I � proceediM I I scale,, and conforming to,ASTM A615-81i grade 60. No 6. All exit doors shall be operable frm ,the inside without the, use of , � I �I I I . _- I 11 I � - I I � I", �, I'll 1� . I � . I � - I _. responsibility of the General Contractort Builder aWor Subcontractor. I rust and � � - - 'key or any special effort. % I I I 1 . I . I I I I I I 1��I_� I� L I 1- 1 �, ,I I I � I I I I I I � I I � I I � I I I � I I . � - � I ;, Any mot arising to correct the discrepwy-7 anVor coflict shall be borne . welding or tack welding shall be allowed. . � I , ,�, 11 I I I I I I I ,I I I f I I I � I I 11 1� I . . � . � � . I I I 11 . I '. I . � 11 � I ,I ' . � I � I � . ' � I � I �,-' '.-e,�'.',I,!-,,, "", I � I I I I I I � I I I . � I . . � . I by 'the responsible party. �,��! , , 11_ �, I I , I � 11 I I . I . � I -pair of swinging doors to the exterior shall - I � ,"",_ 1 . I I 11 I 1 7. The active leaf of a . I',�- I _1� I� . � : � � . I I B All accessories shall have upturned legs and plastic dipped after I � � I � I - 11 I I I . � . i - , I � � I . I �� , � . 5. construction shall proceed in accordanoe with the Official drawings .1, fabrication. Acces have locks as required for single swinging doors or be brovided w/a I L � I I . I , � sories for reinforcing shall be installed in . ' I I I 11 � I � �� I I approved by the Building Official having jurisdiction. It is the General � accordance with ACI 315. current edition. Support bars shall be I . multible Point locks with -5/811 min. throwbolts Winsert� and a cylinder I I I . � 11 I I . 11� I I 1_. I ' � I I I � 11 I 1. �� . I � 1. I . � contractor and/or Builder responsibility to furnish the'latest correct - I % 1 .45 or greater and not spaced more than 41-0 C/C. Support bars � lock; the inactive leaf shall be m-arvided w/multiple-point lock with I I I il I I . . I � I 1� . . I I I I I - � � I I I I I � I - I I . - . - . I .1 I L 1. � I I- I I I I I set of drawings to all Subcontractora. No deviation of the approved set I I and ends of main reanforcing shall iiat extend more than 1 1-6" . � 5/811 min. throwbolt w/inserts. I I I H () Te . I � � , I � I I I - . - . � I I I I'll I I L I I 1�I 1 .� �I I 11 I � I I ,I I of drawings shall be made in thi field without the written Authorization I past outenwst chair or support bars. A minirin I of 3 support � I � ____L . I I I � � � I � 11 � L I . I I I I . I - - . . I � _�-__" I � I I I of the Architect and the Building Of ficiAL In WXh Case'thG Architect I I 8. Sliding glass doors shall comply W/A*%' $ I - I I I � I . . I I � I I I I I I I'- I � I I shall prepare a revised drawing in accordance with ths duMe and 11 bars and -3 individual high chaixs for each support bar shall - . - � I I I I I � I I . - I - I I I � I , I � 11� �� I , . I I I I � proceedirq - be provided for -top reinforcing. I � - . 11 � 1 v bolts or a bolt or pin not � I � - 6 \C.� P e_,4 V I I . 11 � I I approval from the Building Official shall be Obtained before . � I - . L . I V A CZI 1 4 �Jc,?:� re-F,(W u�,I,>7 �t-j I ,.�- , , I , I . - I . I . I 1 . � removable or operable fran the ext. @ the jamb, head, sill or @. the I I I . .1 . � I . I I 21 .� I I I 1-1 � with any work. 7he General Contractor and/or Builder shall then notify I . � I � I 7 . ' " � , I I I - � . �� I I meeting mullions and shall be reinforced Jz the strike and lock area -P - 'I - � - - - , � I 11 I and furnish new revised drawings to all interested parties, destroying ' c Plastic tipped column spacers �shall be provided for vertica'I- -einta ' ,,z,�,S i� ,,,A C,%L- \,V VA!�,a,V, ,5 � ,f;� (?,SQ V�rez.*0.,� , I . I , � I � I 1.� I all obsolete drawings and verifying that aU the trades are working,,with column reinforcing steel such that 2" minium clearance is main- to n -in bolt strength W/no screws removable fran the crutside. ,; � I eL I ' .V. , I � �. %1� - I I I I . 4 �-;!� �__11 I ;� A :�> _:�- , I I I I I I . I I . - ,AL.L ()-�I-,(Z.. TZ_C-._r*�..1111C. � Ll� I r- I 4, I 11 . I I 1� I I I � I I I I � I . the latest revision. .. � � I tained. I I . " I I � 1 9. Overhead & accordion type doors in.ext. wall shall be provided w/ � I � I . I -, � I 11 . I I I I I .1 I - I I .. I I I .�* - r )��' L�'� I I - I - 6- I I . I - L I I . I . I � (L,I 14 (�J T�A&' L-A t--'P, 0 e-V C- L 0 P��,4' r , . I -I " � �'_�� I _,_ ;ont.ractor,and/or Builder shall coordinate all trades before STRUCIURAL STEEL: I I � multiole-raint locks or be lockrZ at zzre than one noint w/)-ardened t1__1 I 'I" I . I I 11 . . 1 C_,�� . 1 I I I , I I . � � General C . � - , �11 � . - - I I I - I I - I I . I I I i I I I I . - - - _ I I placing concrete. I "I I � I I . - bolts, or bolts w/inserts, engaging at least two opposite points'a min. . A alr,_ 0 S c-,Ir Ift.0 " I I . I I � I � . , - . � � I I . I � I I i ' I I I I . - "I ! - I . . I rust in- of 5/8"; no other devices are rec � - I I I � � � ' A Shall conform to AS24 A36-77A. Provide one shop coat of auired . . I I I I � I I I I I � 1 7. � scaffolding and removal Of forms shall be performed by the General ' and locked-by elect. mmer; vents shall not exceed 8" in least dimension I I � - I I � I I � I I I I I . � I . I I I I I Contractor and/or Builder in a safe mannert in accordance with the I I hibiting paint (ndninum 3 mil. ,dry film thickness) on structural - . -and shall.not be closer than 40" fran inside lock activating device. . � . I I I I � I I . . I . I I � I 11 I � I I I steel, which shall be fabricated and erected in accordance with the I � � I � I I � I I I � I I codes and the established acceptable practices. This work is the I � I I - I I I pl?oo pp-:;�e 0 � �_ � � I I � I I I I I . I I I . I 1, responsibility of.the General Contractor and/or Builder.- I provisions of the I AISC "Steel Construction'Manual." ,Submit shop I . I � I I . - I / � Ope.., poii�r%A "'.1 '.1 - 1, I I � - I I .1 I I I . I I � . . I . drawings I I . 10. Window-- shall be locked w/devices on the inside capable of 'withstanding I I I � � I _� . I " I . 11 � 1, � I I ,� I I I I I I � ' ' ' I "I�, I - I 11, I . I -� � ., I - � I I a force of 1500 applied in. an operable direction -.�iless onng. is pro- I V � I ,��,' - - I I ., . 11 I 11 � I 11 , 8. General Contractor.,pnd/or Builder shall compl,� with The South Fla.,Bldg. , . I � . ; I - I - , � - . - I I I I 11 I I Code and all applicable local, state.and feaeial-regulatiam. � B All welding is,to be, performed.by certified welders. , Inmiediately I tected, by intrusion sezurity devices as set forth herein. . - I � � � . I I I - I - I I / , . � � I I I � �, - I � � I . ld--A L--_4, I -I I I 11 I � . I I � � in con L .. .I after erection, clean welds and ,touch up painting (Min. 4 mil dry - -'- -ked they can not I . . I I I I I � � I ' I , 11_11%� � I . 11 I ", I - I . 1 . I � 9. All wood tact w/masonry .shall be pressure treated. � . film thickness) .' Electrodes shall be E-70 series, low hydrogen, _' . 11. Windows shall be .--j constnic .rd that when fixed or lor- 11, 1 3 1Z I.,ell (10 6 6_%AV4�1_ � � . � ____ _ .- ---". I e--,-, � h I � I I � I -.1.--� I_.______ . � . I be renr"--e. f rcm the ft-ares frcm out�cide unless the olmg. is protected , . . -� I � I,-------.- - I I I - .� I . stored in accordance with A.W.S. requirapents. I . . A6 I I � I I . I �_ - , I I �, � - I I I I I . � by Lntrusion security devices as set forth herein. , I?�I � , , I 1 1 1 1 1 . I � 1� I - � I I I 10. All finish materials shall have' min. flame spread classification required I . ". � � � � I � � k, I - I . I 1, ,(. . 11� ' . I I I � . I I I � - - � I - I I � I I � � 11 . I . I � � I - ' I I . 1P I I . I - I I I � I y , . I . . . Ir ,tes I n I I I 0 M,4,,S,C _), , - 1 ., I . . . I . , SUPERDT= DESIGN MADS (PSF)-.- ( , � _� , , I � , I I I 1 12. Aluminum J ,--- :7�� - , - I I I � I I � I I � windows shall couply w/the fol.low3mg ..3t.itu spacifications � . . ---' .- � I I I . 1. - T 4.1 1 � . � I I ' ' ( -4 I I I 1. T -1 � I I I I I . I .C� � . I I � �t I, . . . 11 I I I 11. Partitions,to run from floor to underside of slabs, joists or trusses and ' J. �0 " * I . i, � - To be used unless otherwise noted on plans = AAMA 1302.3-1972 & ANSI A-334.1-1972. � - , ' 'I I %�- both sides U.O.N. � I - I . � � I I . I � .�, �', '17,t�,, -,�,"I'I, I , !, I I .- I . I 14, to consist of metal studs @ 24"O.C. w/h gyrzum walL � I � � I I I , , � � 1 � � I I I . � . . � I � . I . F-771-TT, I . I I . I I I , I If wood studs are used r �� I I I I � . � I IN 11 � I ""I I . 1,, %,%� I I I (T I -1, I I 1 'L - ,txum I '�%'L,� I ,� �' ,_ '41 _ � I I I I I � � � I Dead Loads Live Loads ' I � . - � ,-, , " , "' , , �"" . I J. ��' , I I � � I . � I I � I . I � . - . I, , I �, " '1�11�1, I I � 1 � �11 I t, -- I I I 1� I I . � I I I- I I � _�p_ 40 � I I I I %, �, �, �, 1'�`�', ,� . � I , � I � I , I I I I I I I . . - � 11 . I � � - Movab e I ( \ , , , ':- � , I , 11 � $' . � 12. , All wallboard behind sinks, lavatories, bathtubs, sfic.,;ers, waterclosets � 1 1 20 , Apt. Eiu I I ,�,I . , : I . I � I � - I � - -;.-. , �1�,', � � � I I � I � I � - � I ; I I I , I � . and bidets to be water resistant type. . I I suspended ceiling 10 ' , , office Buildings ' 50 1 � I - - . 1 . � ', W - J ' ' 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 . I - . � � ; Roofing,� I I 10 Corridors,Balconies 80 , � ' � I � I . . . Vi I " � I�_ : I I � I I I - I I ZONING LEGEND . I I - I , t � I ,� , �� I - _ I I I . . I . . � NZ . I �, � I ( I I � . W I , I 1 4=��,� _L__A_=,% - . I � I . kness of partitions I � I I t � � 1 13. General Contractor and/or Builder shall doordinato thia -_ ____ �4606 1 � . . � � - ' I . I I � I � ;;�� I I � � I I I _�J ""I , �, . I �. . . .� . I I � - : �� I - _�` Fuo� , �, � I JP(LAwJ'FtL '. 1 . I I � to accamrx-4ate mechanical, plumbing and electrical v,a.,rk. Dimiensions sh<_wn I . SHOP DPAWINGS: ,, � . I I . .1 I I Single family & Duplex I I 11 I � r1A F it S-(I.".P.14L.) Z _' ' ' 1. ; , ___r� _ � I I ,L - 11 I I I - on plans are niuminal., I � � .1 � � � � . - . . I � .1 I I � I I I f -_ I IL ._� , ;_�11 ,� � :(14 12 I I.s.I 1.1�C.A , I . � I I I '' ' , I I - I �� -_ � 1 : ,e I _L_ , ::"d"J� � I . � I I , I � . . � I 1. I � � - I - . � �. I - � , .__ . �. .1 I I I Contractor ss�hall mapply shop drawings. Submit two plans to E�ngineer � � I 10 I I I 1 . I " ."_,�-rf-61 . 77- .., I . . . I 1 14. LuTber used for joists, rafters, colum-fi, beams and/or other structurall for review. Indicate issue date or latest revision date of relative . I � . I I I I � � I I -I , I -) - "____ r#" 1 �, �', _- , I �I I , I 11 I , 11, I � � � I nal P �. I . I 1. , � -- - - �, - , ��:- _� , I � I - 11 menber shall be of a stress.'grade not less thar. .",COO P.S.I. nmu xtrem � I . � � � .1 �, structural plan (s) and, name of person responsible for checking. Shop ZDIUE21 I - . � . ,�-�/ ., �, v-,, � ;__1__ � 11 I � I � - � , 8 �,i- . I I I, f iber ,st:.--ss in bending. � r I I I � '. �e I - Irawings shall bear contractor's stamp,, initialed.or signed certifying . / I I I � I L , I 1 ,7e 1 (,.AL - I 11 1- 1 . , 1, � .� I - � I c I I - - 11 , - �_11 , I V 1, , 61 co , I I I I . I I I � I I � -L L 11 I I I - I/ I I � I - APJY I I � - I � - 1 I to review of submittal-, verification of products,, field measurements Height (to ridge of roof) : I _10 . A I . 11, � - �19 - I 11 I � I - � I I - '' �� I �se,T , 4, �,� I I.. I I. � � 1 15. 1AYrber tmed Zor studs in ext. walls and in int. begring wralls shall be or a - � I 000a ?, I r . V; I I � i t ' " ' %1 ' '. ' � , , ,. ' r'' 1 , I 1, �I, I .t I !,:;I i�i, , , , : � - . � ,, . " I - . I I .1 I I � - . � I stress grade rfut legs ,'I= 625 P.S.I. �rKminal ext�T-_;e f1ber. strwo Jm b%kUng. and field construction criteria, and coordinati.on of the information I I : __ __ I 11 I I . : i T---- I I I I � I.� I � 11 -1, � . I I� .- I I 11 I , i� I I � � . � I sub,Tdttal with- rea ',rements of the work and the contract 'doc- I I I I 11 ... � � � I 1, /\ I-_� , I -, I - . I I I �, . . I I within the -� _u3 I I � . - � - , T I , . . , I _�� I . , 1. - �. , �, I I I �_,� I I L I - I . . I I I i �. ____ I I I - I �!, � � . I - * I " ,� � I . �� 16. Umber used for studs !n int. ncrir-bearing ?artiticns shall'be of a stress 1� I I I I I . � � __%� 0 � I 1. � � .I ,I 11 I I I I :� _,�, . I I I I � uments. , I 175' 1 1 1 . I . (9 -.' , �V � .'' " I , � � � I � I � , I I I grade not less than 225 P.S.I. nominal ext--u-is fiber stress in bendi:ng. I I � I I ; I . - � I I � � I . � � 1 � � � I , . I " I I I . � . t . t 1 . I Side I I . I I . Q_f I � , " � I �11 �� , I I I I 1 I . I ( � - -1 V � ___,__�_ I 1, 'L * S-<� .-� � , I � , , , , , .'' --- 1 , I I ., � -�:�', I � 10 a- t,5' -1 I I 11 .1 C------I- to I � � , -_Z - I I I � CCK7LTANCE WITH CODES: . Sid --street - � � � , ; � _� - - Y , , - , - ' ' . � � , � I 1 � I � I I - C- " , , , .�, . . � I I , I 1 17. General Contractor and/or Bui_'der shaU providid'oontinuous cauLk '& sealant � I � . I . e I . I I�I' ,-11 _� - I � 11.__-",_, , 11 � " ., . .� I" ." t1l I 1. . 11 I I '' I � I � I I I . � , � I I . I � . I - I . I 1� I I . 6 -I 1, I , I . I � I I I . I I Roar I /1/4-!1LV.#.1R4:,_-7 I I I . I around all exterior openings to'prevent water.penetration and air'lea1cage in - the best of our I I . a�2 ' 1 1, � I � %, I � .- � I I ,� 11 I � - , � I I I I �,, I . I A This set of structural plans has been prepared to I . 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 accordance with S.F.B.C. - - I . � � I �, �� knowledge, to comply with the applicable minimm building codes. I I I . I - .� I I I I I I :_1 ''I � 11 11 , .1 � I I I I " I I - ' . , I � . . . � . / �) . . I .1 I I - '' �� I I 11 I .� � .1, - , � I I I I . I - . I I . I � 11. I I . � _ . I . I I . � � �I , , "I ". � , I " .1 _ . I I � � I � I -. . � 18. All dbransions shown on plans are ncminal. General Contractor and/or Builder * ' ' I . � � I � ' ' I - 11 � I . - I � � N 11 . ) � I t 11 I 11 , I � - I I L '. - I _. I . � I � . I I � �. I � I I I I I shall coordinate his work to accanTodate pre-made item (bathtubs, pre-hung � 1 � I a I � � 1 ,/ - I . 1 4§ , I . . L I �, �11I . ., I �I I 11.1 �_, I'll I � I � - I I -11 f . � I - ,, , I 11 I ' 'I . -, . I I ��-;, 1- , I �, I , I I doors, etc.) . � I - � I� . I I t " I I I . �, I � I - % I 11 -1 I I I , ,� 'I ; . 11� I 1� -, I 1� - 1� ,1. -:, A , � � I I N.G.V.D. or an' elevation no less than thehighest . I I I I ,_ . t � I � � I � I I, , �1_11 -�., 1, I I . 11 I I . - I, ,�I � I I I � � I I I . I I . 11 I I 11 � I I . . 1� I 1 . ,I, I �.- . .1,�1- I -" � � I � I 11,I � . 11 . 1 I '': � - � I , : I � � I 11 I I I -,� I I . I " � I I � I I I g 'he � � � �%, I " � , I I ,,� , j:-� I I � I � I I 11 � ! . 1 19. For standard construction details not shown on plans, General Contractor ' I I I I � I - I - . � � I I � C, , � I I I . I ,I I - , I I I ' 1 .1.11 I � � I � I I � - I -1 I I I I I . property. I . I I I � I - . � . � t, I I . , I I . � - I I ,� 11 �, I lil,. ..11 I . . I and/or Builder shall consult the Architect and/or,proceed in accordance with I . I � . -11-1 I � I I I � I �_, -, - " I ". � I I I � � I 11 I '.� " I I , 11 1� I I � I I , I I I . I I , - I the applicable codes and good established standard construction practices. ' 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 � � � _'t, I sr� '' " , � I � I 1�'_ I I I . � sa I I I , , , I I � 11 .. I I I I � I � I I . . � �., _ 1 I �, I � I � - I � - 11 1, 11 . � ' e I - I � 20. Stairs and/or Steos: Stairs shall be constructed with adequate structural I � I . lake or canal. ' 11 I I . I - I - 11 �) __ I . I I I � I I '11_� 11 I I I �I L�, !I�,.�,� , - I I I I wenbers and fas�ers to support applicable loads. Risers shall not exceed I I . I I I I � I , � 1'': -_ , � - - 1, ' � . 1 , � I I � - � - 1'� 1, I � � I � ,� I � I I � I I - I I .1 I � � -, , I I 'I, � , i I I 7h" and treads shall not be less than 10". The sum of two risers and one . � ' . �11 , - ., 11 I I I I I I � - "�, , '. , _,;_,� , � 11 . , � I I . � I - 11 - - . I - I . � I . �� , - I I I tread exclusive of,nosing shall be not less than 24" nor more than 25"railing I 'L be g I I .1 �, I I., - Z , , /�" , 4 � I I I . I .� � I I I �� . � 1 � , , I . I I � I � I I - r , 11 I � I I �, �&_ I I I I I � shall be provided at both sides at a height of not less than 30" nor more then �: � I - 1 . . . �� .� I .1 , , o n n I � , � � .. I I I I I � I I - � ., . � I �, 11 I � � t will � I I _� �_ I I 1, -, � . I . � I I I I I I . I ,I,- I I I - - . I 11 -1 . I _____1 . I I `�__ -1 I I I 1 34" from line of nosing to top of rail. Stairs shall comply with Section 3105 1 1 I I Applican provide certification prior to' final _ . � I 1�� I � , , , _1 I I I ,_ - I 11 . . � � I . I I I 1 I I " I I - � I , I . - of The South Florida Building Code andshop drawings shall be prepared and � � I I . � .es v-6 V1- P�_- I � � I I I I I I I .,.1,- I � I-1'_ � I --, ''1 7, ��,,�� -, I'- , I I I . I � ', I I � I � I I I - � I. I 11 I �I , I . 1-11 I I . . , -, � , -,�, � ,,. ! � I I I I . submitted to Building Dept. for approval when applicable. Stairs and/or steps I I I . . . . - I � I � � � � � . 11 , I I �, I I � .1.1�1111', ��,, � ;, .1, I I I 11 I I I I _, I --_ - I . I I � .I , , 1 � , � 'I, � .- .� I 1 . � I . I I I shall be provided.viith a non slip surface. ' (See Note No. 32) -* . � � 11 I I I �___I__ I � . . I I _-_____, I . I 11 � I I 11 .1 11 I '11 I I - I � I I I I �I 1:1,1 1 - . 1 I -� I I , .1 I '. , UT rINIS=,rL=A EUVATICM I � . - _ I .1 �', I , I I - I I , I I I I I, I I I I . I . I . I I � LCV4 I � � I _-� � _� 1 I. , � I I I I e�� I I . I I - I I I I I � � " 1, I . . I I � I 4 , I I . I - � � � I I - (L=iudLnq besW=t) � I � � I I ,_ �� I-, " I � I I , - -,:.- �, � I I � 1 21. Railings: Railings and/or stair railing shall be designed to resista load I �, . I � ,, ' ' . � I I I I - I I , � .�I , , , , - , I � - � , , - �-I I I : - '11. � . � . - I I � � � . � , .- I 11, .`-."I I I . - ' ' - I � I . I of 50 pounds per lineal foat applied in any direction at the top. Handrails � . nXVATICN_.�_ � I . � . I I L I , _ ,�, I 1 , I I I I OLMICT_ 11 � � - . � `�-� ,' � � �� _, I I � . . I . - , I I- __ I -,1 - I � I I I I . I I . � . I I . � �tu � � , I �I � , - - ,� � � � 1'��, _�� , I ._� � I I I shall be designed and constructed to resist a load of not less. than 200# 1 . ,� I I I I I � �, , '' I I 11 �, Y. I I 1. � I I . 11 1� �,� ' "4,11 . " I � L - . � I r � .11 � 1, �� 1� I I . . I .� I I I � =�n= c2rnmu_ CVW or *OAD_ . . - � "�� , I , 11 I . I I I k � �. ' " I � I applied in any direction at any point. 'Railings shall be or � I I I I . I . � _ - . wided with rails., I � I I I � I �� ., . I I � I I -- -_ - - I '_ I I I I I � � #--, I - �' , , I �,, ,�" " � , I I ,� � � , ,_ I I vertical pickets and/or filler to reject a (*" diameter object -in all groups . . � I I I . I � � � I I I � . ,�i ":� Q� �� - , - . I I I � �, �, �� I � I I I - I � � � . - 1 - - �_____ 41 - 14�111�� I I ' - ; - " ", , I � - . I I � I, — - - ' ' I 11 I .` � ' ' I �, I I � I I .,1 I I I L � � I � I I I I � �� I - e, � P_1,,-,,; �i-) , 77 ,. �" . _' I . r I I , � � , I I I . I other than H and I occupancies. In Buildings of groups H and I occupancies ,. � � _..019nic"I... .1� C.H.H. 3J.H. � I 41101 � I I I I '0';��. 1, , , I - I. , I � I I I � � such vertical railings shall reject a 4. " diameter object although 64 sq. in .� � I . . . - I . I . . I � .. -_ � � I I . I I - � I � . ': 1 . . - - ", 1,-_ I I I I � . I I I I � '1 � - --,--- -0 __ 11 I I � � I 1. I I 1� �1, L 11 I I ,� I 1� - openings.might be provided at ornamental f illers. Railings shall be not les's I I � .1 . WJ=IRM _____ I - � . .1 I � I �1, / I T 1 � � , - - , � 1 � � � �. - 0 � � -I I . I � � . - - . - - I I - I , , - it , � � I I. 11 ,� �� 11,� I 11 � � I . . . � � � � I I I ' k;6�-.� -1 ,� , �`"' _� I" 1� � ��l,, ; I I I than 42" thigh and shall amply with sectims 515 and subsections 2303.3, 1 . I I I �. t.17, ., � -, I . - �, . FMA106 ED* ' � � I I ,: -!��C,4 1 �� , , �. I , � ' ' � I 1� -, I . � � . __ I � - I . � I . f I 11 � ,,,, . � � 3105.9 of The South Fla. Building Code. I � I I I -.-........� � I I . I - ,, -_____ � .I I I , I _ � :1 IL �', 7, 1� . ' ' I I I 1, I . I �� I . - � I � - . I I . I . � ,� 1. I : , I. 7 1 ,._� A� �* I ��, - , , I � 1� � I I ", I � . I �� I I . � I , : I I I .I I. � I � I : - , 1 � , I eguards " - . I I I I� LaMT ft= AN-buILT-EuVATte" RMVTT III 11WIRM I � , L e,,4:�2,A�L, ,- " , 1� �I . , L I I I— � " I _ . I I . I I � W= KY= AXT 114PECrION ABOVt UNM n=4 . I I . I I - I , I I ; I I � .. I - - � I I � I � I I I I � , I -I' � - 22. , Saf t open or glazed wall openings and anywalking 8�urfaoe with a � I . I � 0 - I � ", .1+ - '' - I , I I I � - I �ffex�m-ice of level exceeding 24" shall be provided with safeguards not � I � . � I � I I I � � 1�� I � 11, , I I I. - I - . I 11� I. . . I � _� � . I .�� 11 I . - I I � I . ' 11 � - I � I . I I I I I . less than 42" in height, except in bui up - I I ,F$v vtom Asoys rixzmm cx9m I � I ; � - .. I - � I . �� .1 = a I I ' I � : . I ma� U*Tft= I I .1. . I I '' ' I I � I � - . � � r - I? �., I -,,�,.� � I I the dif ferenoe I -hall carPlY with I I --- -_ -_ L,o - '7 ,�,t-o'c-1c- -1 I � � @damft I in level shall not exceed 48". Safeguards W -- - - � � I I I I I � I / 0 � I . ' ' 9MWdbT1h..!"' " 'I" �I I I I . � I I Bob I I I . I I � I I I. I I I 11 I I section 516 of The South Florida Building Code. � � . . I � I I - I I c0n,4ulflng ehgtneers.,, -.,' 11 � 1 1.�I 1�1'�,- 4 I:.1, ,-I� �1_ I � I I ( . � � I . I I I � � � . I "� 4 6 L�r-,-:� a.0 e� S- I . I - I � I I I - . , " � " 1. I I I � I I . � � 9600 s_w,,-8'xt#46,m1arri, tj 33174, 1 . I - . � . - - __ . - -_ I � I . I I __ . I . - I .1011. __ ____ [d � ", � .� , 7:1 �," approvil asidned� I drawn. �� - I .� I I 1� '' I I � .. � I- . � - I . � - I 1 � . . I L ..'.��, I 11 I I I I I � I � I I I I- 1, I 11 11 � I - . I , �, �: 11 I I . I � � I I I ] ; I I I I I I . � � , I I I I I -A!ff_AUL1C&BLL_=%U=1Q U, - . - P 6-- Aiq, - �_ G;4 I - - 1 A��l - `_7 � _ 23. All ceramic tile' floors shall be "non-slip" type. � I . I 4 _0_7 - � I I a I I I . - � - f oat - , I . I" I : . provide mcke detectors as required by "The South Fla. Bldg. Code" - I . � . . I I . I � . � '�,: a � I I I I I 1 24. 1 1 1 1 . I�, I - I . _ _ . . � . -f". I � I ' I - I . I I I may be additional � I � I � I " . I - . 1 . � � _1� I, , " -- ' I I 11 _ - I �� I I I � � � � 25. operative windows in exterior walls shall be provided with safeguards utlen . - . I I - nd in ' f I � I I , -_ - I 1 � I . I 11 � I - � � I . I- I _ I , - I. I I I I � 1� 1, 11 I I I I I � , �� . I � I I � I � I -1 11 I I 'I' ' � �,._ ,�� , I , I L I � �, '7 , �') : , I, , � I I,I : '� ,,, �, I there is a drop of more than 4 ft. on the far side of mxh windows and, the .. , , . , � . . y I", I �� I.' I- I I � 1. � I . I �, . . I � ' ion 553 .79(.10) ,, Florida . � � I .. I I � 1. I 11 . . I 11 � r- I I -- -1 I ;----" ,:I - � 11 . I I I I - . the near side walking surface. Safeguards I I I I � I . .i . � I � .I I . � � . , 7/.10/87 . .1 I 11 � 11 I � I _� %� I I ��, , � I I -, I �, . ; �_ �". , � '_� I � I I I � . I. , , I I -I I . - � �I I ' ll, I 11 'I- � I I� I I� I I I � � '' I I- ' , -- . I shall comply with section 516 of %he South Fla. Bldg. Code operative WirKkws 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 , � shall also comply with sub-section 3508.3 of 7he'South Fla. Bldg. Code. I I I 11 I I I � �,. I * q eway I I I I I . I � I. - . I 1. I , ,- I .,� 11 � I I I I I . . 1. A separate permit . � . I 11 I I � . . - I .11 - - , 1 _ ,, , L- I I I I I � . I I I I � - � I I � I � - � " - I . �� I � I - , I I � 11 I I I I I . - I I I 1 .11 I I I._,-- -_�I I 11 I " I , I I . ," ,� - � I � � I I � -11 . I ,� %, I I . . I � - I I 1 26. All fixed glazing in exterior walls shall amply with oub-section 3508.2 1 1 � I I � I � I- . _. I I � ,,dpproches gnto p y 11 - � -, % I � I I I I . I . I I , 1- I 11 . 1 .11 . I - I I � I � �, � I . � . I I � I I '.1. I , I- I , � �, I I I . � I . � I �� : . � I � � I �,. � I � � � I I- . � I I . I . I , I I , , I ,1 � � 1_� I I I �_ 1� � I -" " . I I - I � � . � I . I 1. . I I I I I . I I �_ �, .1 � I � . I I - I" I 1! � � I I . :_ , Worki-'Dept- I I I I - I I I � - 0 � I t'07'' , ,,� � I I . I I I I 1 ,S'6 t �D t._�, 1 61 �V�" - � I I � .� � . � I I I I I I �� , � . ' . � . V I '' I I I . � I- . I 1� � I ,,, 1 .�, I 11. �� - ,� ,_ I I ,� I � I 11 I I I I I I . I � I � I I I I The.' hiight ,of ' fonces, wall as I I I I I � �. " I 11 I � I I I I .,�, 1 - 11 � � 1 27- General Contractor and/or Builder shall apply insulation material and - � I � � � � . I I I I I I ''I -, . I I I � -feet �Of the edge - I 1 . � � I I I I 11 I I I � I I ,� I � � I I I �11 11 I - I � I -, I I I - � I . I I � � xce e ht within 10 I I I I I I � ,.. 1p�2 - � I I '_ . I _', I 1. . I I I . I I I I � . . I I I I I - I . . 1, I . I I � . I - I I , � - . � . I I � glazing in accordance with plans and/or "Energy Analysis" Forms attached I I 11 . - I I I I I . � y I I 1, I � � . I 11 110 ,:� 11� 1, _� � . � - 11 I I I , -1 I � - I I - I . I - I � I I � n I � - I"� I .1 , � �� , - 11 ". 11 � 1, . I . - 1 to the Building Permit drawings. , I I I � I I � I I . . � � I I . I I �, � I - n I �� I . . . I I I 11 � I I I I I, '' I I,V ,' 'I I 11 � � -I - � I I � - � � , I 1, I I . I I 11 I I I I � . I I . 11 � � 11 � � I . I 1, L _ I I � " I - . I ., , I � � �1, ,I I I � .I I I I I � I I , . - - � " �00 . . �: ", 11 - � I I I I I I I I I . . �� I , I , I 11 .1 � I I I � - � I I I I I I � . I . I I I I - I � I I I �. I - from, grade. - � , I I I 11 I ' 'I I 0 (Z.p, I�0,0 L ' 11 � � ,, I I I � I I I � . , I " , - ' ,of � I I I I I _W R�,E�- (26�Co P,P, �' I I I � I � I - � , � The height of ,fancis in being measured I , I I I I 1. � :__, , I � I I I . 11 I � _ , I � . I /=�,c � I, , ,$ . I',- I 1 , - , � , . 1. I I I � � - I "I I I I ,, ; , I I � 1, I I � � . I � I I I I Grade - Elevatio public � . I I I I '_ . I . - _��., I I � , � I I �, 11� � I I . � I I I � I I I � I . �. . I . . � I � 1 I I I �- I , � , I . I I I I I - � - � I I � - � � I I I I 1, � � I I 11 I I I I I I . I 1 . .1 I �1, �, I � I I � ,, I � I � � � I I road. I I I � � I I I � 1�1, I � I I I I � � � I 1, � �� 's 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 � ..1�� I � - . I I 1 - � � "I 777� '!� I I I I � � I I I I I .1 . I I I I I I I � I . I I I � � I I - . I � I I I I � I : � 11 �I I , I I �11 I. I . . "I I I - I I . �I I . 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