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Pxo,tr t7 G : OVA L L ' w _11 11 l. 1 R- 5 t t LA (T 1t1AgPi 1 1 �� u t_A`t 1Gf 1 C 1 4. 3T LOCATIQN MAP ACALe b'* Id0' s.1(8 C4 01 SURVEY V t»1 St 4,RR3/ S CTXO NE 4, accordi to the Plat th g Block eg r �ec rded � o plat llaoh: l$ , 3t.'aga�e 14 of the Pubic Records of °add County, Piorida, eLri tuated it the_VA11age of Miapii Shores. At, : 456 i02 . REVISIONS 2(14 6.`-M A IV2 C \V/eit,oNiAL_ f•JtierfIrW-, ALUK0 (K6 • "4, atop_ to,AttejA 12-) /*01-1 ex 5/0 exi I2 L \\J) FiLlpp.eA1,1 ri‘r tAer41- 1 ri = WAVALL al 1 2- Pitt4A1.41" PaNtZR1R. lt1LAIVALI VA. 1 461 1 1..L.eg. — 2,e4 gtzeKii-IG N 4 X 12 \V 3eez) rf=i 4.1 .4 op. \v/..,( _ 1 0/;0 \v. \V ,%\. - 011 6 PA- Vite tif5c.o rILL REVISIONS ,.. OWNOSHIP', OF' POW Thete prints are in instrument of service only. Alt Ideal, design's, and ate the Oroperty of the Architect. 1. Ot1OS: 'A. Written dimensions an the drawings shalt take precedence over sdaled dim.001,011 1, ,01114noons 0 the p/Ins are to face of bloc% andior to face of stud unIeli otherwise note4. , Olock dimensions are. nominal. 3. ,CCNTRACTOR. Site ,VISIT: All contractors' thall visit the job site, verify - and be .resPontible for all diMensions and 'conditions of the Project. The .t"chitect mutt„ be notified by the contractors of any variations froM the dimensiOns andconditioWshown on the drawingt. , 4. 'VARIATIONS:. All Contractori halr promptly nOtify the Architect in Writing Of the exittence Of an y. observed variations between the contract docuMents And/or: conftict$ with. aoplicble oodes oe ordinancei of regulatory agencies. Errart, ambigia1tieti'' omissions in the drawings shill be reported to the Architect befor4 any Oart-of the work is begun. 5. ELUATION:', Oatudt elevation shall match the existing first floor level. . , , • a . ■ , (1. PROOLIO ' All producti used on the Projett shall have Oade County approvalWhenever sutll apprOval is required byLthe Sduth Florida Wiling Cod AC). a. ,SOB. . • ' . ,,I. . • ,, , . . . . • ,, . . _ „„'' BURO(AW, J3tRU,103, liAROWAREi Coors Windows, and their hardware shall 'COnfarm the apOlicable requirements•of aC of the Metro Code(and SFBC). . ' , SPE6A1. *16iReEN15 .iHAROWARS (FOR OAOt COUNTY ONLY) .. . . (OUrglar lntrusion Aindaw and Burglar Intrusion Rardwa,r0) A. 'LOCkS'on exterior doors shall be capable of resisting a force of 304 • it av ow to 4r4 moveabte direction and in accordance with resistance .ttandards sit forth in Metro Code 8C of the South Floridan Building Code. . . - -a. Onglen exterior doors shall have a lock to be key operated from exterior with a„mjniinom; of 600 Possible key changes Or locking cOmbinationS. tf: 'y 1t the Anoloo lOck it ufedi there Shall be auxiliary single dead bolt •• With hfrdened bl or inierts, (Applies also to the door to a garage). , O. - the active leaf of pairs Of exterior swing doori shall have same lacks . , . *required fOr single exterior swing doors. The inattiVe leaf of - theft Pair of doors shall have multiple-point locks ttn in. throw bolts with interts. . . • �. ' Hinges oft exterior out swinging doors Shall have nonexposed screws. EAPOsed pInsshall rot be removable. a. Single, Voinging exterior doors, shalt be solid core of not less than 3/3J thick. F, (1104 in • exteriOr door shall comply with the AMerican National stodards, Institute 91.I. . • alaiing within 4,0 of the inside locking activating device of lockl and 2swinging glass dOors shall Comply with American National Standards • & • 311IAAL' 30TE S 4 .4 ' 1.= • • 313ERAL 3 am (cONT p) Institutes 49/.1 or font Main entrance doors shall be provided with a Scope or •vision Panets. H .0004 to be (Product Control #72.220./1; 12.220.3Y; 74.015.M. Glasi does shall be /4.054.5Y; 51; /Y; 8Y; 9Y; and /3.134.1Y; 3Y; 4Y; SY; Sy; pe apptoved equal by Metro Dade County. f` 3. GENERAL CONTRACTOR and ALL $O CONTRACTORS SHALL: A, loSpeot all existing conditions and dimensions at the.site and report all discrepancies to the Architect prior' to commencing the work. 0. Keep the Architect informed of any hatard during removal and/or installation of the work. C. Advise the Architect of existing structural conditions at openings to be enlarged after field inspection. Construction procedures for the enlargement of openings must be approved by the Architect prior to commenCing the work. Protect the existing building where work Is being performed to prevent damage from wind, water, dust, insects, vandalism, t.al. during tonstruction. Xe0: all power tools, lines, equipment, and construction materials under 404,conditions, $. a. eesponsiblc, for alt work on the dtawings, notes and specifications,' and shall comply with all applicable requirements of all applicable todes, whether or not explicitly thown stated in the Contract documents. (I. Obtain all required building permits, inspections, sign-offs, and Certificate' of Otcupanty, inturance, bonds, special perMits, etc., from the appropriate agency (tes) as May be required. at 04 Match 411 existing work, after demolition, removal of eXitting.or initallation of new unless otherwise noted. ti Protect the adjoining OropetV (ies) the construction site, and utility seryices the construction procest. J. Obtain from the Owner, written approval of all finish materials, colors, hardware, and fixtures and equi0ent prior to purchase and/or installation, if the Owner so stipulates in the Contract. Keo premises And property clean and free of debris at the end of each working day, and after ,the work has been comoleted, leave the premises and property clean and free of debris. 4. All work shall comply with the requirements of the !FaC, all other governing Codes, and accident and fire prevention regulations. A GE3ERAL 40T1 (CONT SALVAGE RIGHTS: haVe been removed during deMolition„ which are Of use or of talvage value,' are the property of the Owner. The Owner shall issue instructions to the Contractor as to the disposal and/or storage of these items in writing. In the absence of such written instructions from the Owner, the Contractor shall dispote or store these Items at his discretion. 10.* SECURITY ALA.23 SYSTEM: 11.* • AIR CONDITIONING: the Air Condttioning shall be by owner.GENERAL NOTES 12. MATEADI ANO NILOING COMPONENTS . A. All lumber shall have 1200 ost min, fiber stress in bending and shall be free of all twilts, checks', warpi, and other structural defects. .3. All exposed lumber and lumber in contact with concrete shall be oressure unless otherwise nated. C. Al) reinforcing steal snail ba ASTM Type A61S, 40ksi strength, clean • and ruit:free. All concrete shall reach 3090 si strength in 28 days. es Of trustes: Contractor to submit Manufacturer's shop drawings to ' A(chitect for approval prior to fabrication, F. Windows: See Window Sched4les for types, Series, sites and Materials. by Co ntrac Contractor to submit Manufacturer's shop drawings to Architect for approval prior to fabrication. . G. O ng ghti fixtures to be Wetted and provided by Owner and installed en and laundry apoliances to be selected and provided by Owner d insta11 by Contractor. J. Cabinets to be selected and provided by Owner and installed by Owner's ,suppliers. L. Electrical Contractor to uie spare circuit breakers in existing panel 'to locate all new electrical work, Existing Service and Meter to be checked prior to atart of work. • z 0 0 FV NiV L A 1311110KU,0 OAT 2- EICALEI Emaar 0 ti* J00 SHOOTS ; ttl , NAT 1 FAI:Ell 18011A- Z.4X3 ttESkg{ IC);Vtl. -aActla ° °'