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00-0366-005 - - - -- - i F I w RO011 PINlal 4 SC�4EDULE UJINDOUJ SCHEDULE MARK 5TOR1"i 5HUTTERS NOTES: 3513 SIZE TYPE FINISH FRAME GLASS REMARKS ROOM FLOOR BABE WALLS CEILING REMARKS / 3513.1 UNLESS EXTERIOR WALL COMPONENTS INCLUDING BUT NOT LIMITED t0 STRUCTURAL U A SH 25 SH ESP UA-41TE ALUM TINTED a I'� a B ,,z35 GLAZING, DOORS AND WINDOWS OF ENCLOSED BUILDINGS, ARE SPECIFICALLY DESIGNED III AND CONSTRUCTED TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST WIND fK $H '/z 33 SAFETY GLASS CAT, 11 BATH. LI fRCz L ,4 fR`I l N U ( N N O 7 E,5 3 O U A �I oII Z Y p z p p p S+4 24 EGss PRESSURES AS SET FORTH IN SECTION 2309 OF THIS CODE , ANp IMPACT LOADS AS SET OI �- w FORTH IN 1 L ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 S O O w w ' w Q ~ � w E $H 12 OR SECTION 23 5 OF THIS CODE, ALL SUCH COMPONENTS SHALL BE PROTECTED LB F- U Q -1 Q Z F SH �/s34 � � BY ENGINEERED STORM SHUTTERS, APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS U U U 4H -� W u SET FORTH, 0 2. ALL SINGLE INTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM (Y z p z U Zo 0 U EXTERIOR WITH A MINIMUM OF 60>a0 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY o w Q ? 0 w ? 0 w ? U u GENERAL NOTES: SINGLE DEAD BOLL WITH HARDENED BOLL INSERT. U U > U U > z U �7 Q i. DO NOT SCALE DRAWINGS USE LISTED DIMENSIONS ONLY. CONTRACTOR 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS, SHALL HAVE SAME LOCKS AS 4 p Z III Z III COVERED PORCH • • • • REQUIRED FOR SINGLE EXTERIOR DOORS. THE INACTIVE LEAF OF THESE PAIRS OF DOORS ° - $HALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE EVENT OF I a SITTING AREA • • • • SOUTH FLORIDA BUILDING CODE CONFLICT, SHALL NOTIFY ARCHITECT BEFORE PROCEEDING. SHALL HAVE MULTIPLE POINT LOCKS WITH /8 MINIMUM THROW BOLT WITH INSERTS. �I bll o FRONT DESK • • • • 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH DOOR DEAD BOLTS OR A BOLT BATHROOM • • • • AT TUB ONLY (REVI5ED 1e96) 2. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF STRUCTURE. OR A PIN NOT REMOVABLE OR OPERABLE FROM EXTERIOR AT THE JAMB HEAD. SILL OR III 31112 ld) ll) (ea) CCONTJ OPENING 15 REQUfRED 3. CONTRACTOR/OWNER SHALL COORDINATE WITH PLANS AND THE VARIOUS KITCHEN • • • • At MEETING MULLIONS, THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK STORAGE • • • • t0 SATISFY REG2lJIREMENTS OF SECTION 515 OF TRADES SO THAT PROPER OPENINGS AND CHASES SHALL BE PROVIDED, AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS q cq o CONFERENCE • • • • THIS CODE. 4. ALL TRADES t0 COMPLY WITH SF.B.0 DADE COUNTY EDITION.(REV.IblB&) SHALL HAVE NO SCREWS REMOVABLE FROM OUTSIDE WHICH WOULD FACILITATE READY ' ROOM-123,4 • • • • 5. ALL ROOF JOIST TRUSSES OUTLOOKERS BEAMS AND GIRDER SHALL ENTRY FROM OUTSIDE. ` > (cc) EVERY BATHROOM DOOR LOCK SHALL BE x a� ¢ OtIG1=-1t2 • • • • BE SECURED WITH DADE COUNTY APPROVED METAL TIES, CLIPS 5. HINGES ON EXTERIOR OUT SUJINGINCs DOORS SHALL HAVE NON-REMOVABLE PINS, U L� DESIGNED TO PERMIT THE OPENING OF CONFERENCE THE LOCKED 00 FROM THE OUTSIDE AND ANCHORS TO TIE BEAMS OR BEARING PARTITIONS. (o. JAM 55 OF A T } E: L KED D R R E DE B ALL EXTERIOR OFF SET TYPE IN-SWING DOORS BE RABBETTED, OR OF SIMILAR z IN AN EMERGENCY. 6. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED, FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY o OO S U (dd) DOORS MAY BE SWINGING OR SLIDING AND 1. PROVIDE SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS OF LOCKS AND LATCHES. D R C ED LE A RE EXEMPT F R OM THE REQU I RE N t S OF WITH SUFFICIENT TIME FOR ARCHITECT S AND ENGINEERS REVIEW. 1. SINGLE, SWINGING, EXTERIOR DOORS, IF WOOD SHALL BE SOLID CORE OF NOT LESS THAN V L No. DOOR FRAME FIRE PARAGRAPH 310321c) HEREIN. W H T MATERIAL TYPE MAT THRESH RATING REMARKS (ea)NO DOOR IN ANY MEANS OF ESCAPE SHALL 8, USE GALVANIZED NAILS ONLY FOR EXTERIOR WOOD WORK. 13/8' THICK, I 3'-0' 6'-8' 13/4' METAL FRENCH WOOD METAL W/UJEATWER STRIP/AUTO CLOSER BE LOCKED AGAINST EGRESS WHEN THE 9, ALL STUCCO SCRATCH COATS SHALL BE ALLOWED A 24 HRS. DRYING PERIOD, S. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD M � ' TRANSOM Aa0Ye BUILDING 19 OCCUPIED, ALL LOCKING 10, SUBSTITUTIONS OF SPECIFIED PRODUCTS AND / OR MATERIALS 8Y WRITTEN INSTITUTE'S STANDARD 297,E i m 2 3'-0' a'-0' 13/4' METAL PANELED WOOD METAL W/u,EATHER STRIP/AUTO CLOSER DEVICES WHICH IMPEDE OR PROHIBIT �V ° 3 2'-10' g'-0' 13/a' WOOD PANELED WOOD EGRESS OR WHICH CANNOT BE EASILY REQUEST INSIDE AND SUBJECT TO APPROVAL BY OWNER/ARCHITECT, 9. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40' OF THE I vi r I I II = s DISENGAGED SHALL BE PROHIBITED, 11. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL WALLS COLUMN LOCKING ACT I VAT INGDEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH 4 2 10 8 -0 1/a WOOD FRENCH WOOD 10 LItEB AMERICAN NATIONAL STANDARD INSTITUTE'S STANDARD 2, 1lj. W 5 2'-8' 8'-0' WOOD FRENCH WOOD 10 LITES LOCATIONS, SIZE AND REINFORCEMENT. (o 2'-S' 8'-0' WOOD PANELED WOOD 12. PROVIDE WOOD BLOCKING AT ALL WINDOWS, DOORS, CABINETS , STAIR RAILING 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO GRAB BARS, TOWEL BARS AND ANY OTHER ITEMS THAT ARE WALL SUPPORTED. PANEL CAN BE LIFTED FROM THE TRACKS WHEN INTH LOCKED IT Z , 1 21-al - WOOD T WOOD E L ED POS ION AND SO AS TO 8 0 POCKS PANELED 13. ALL INTERIOR WALLS ARE 3 5/8(25 GA.) METAL STUDS o 24' O.G. COMPLY WITH THE ARCHITECTURAL ALUMINUM MFGS. ASSOC. STANDARD FOR FORCED 8 2'-0' 8'-m' WOOD PANELED WOOD a Z 9 2'-10' 8'-0' 13/4' METAL PANELED WOOD METAL AUTO CLOSER (UNLESS OTHERWISE NOTED.) ENTRY RESISTANCE, AAMA 1303.3- - r� : s 14. REFER TO THE ELECTRICAL/MECHANICAL DRAWINGS FOR CHASES 11. FRONT AND MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SC V z Lil lm 2'-0' 8'-0' 13/4' METAL PANELED WOOD METAL 40 MIN.'B'LABEL UJ/U�EATHER STRIP/AUTO CLOSER OPE OR VISION I Z ' s OR ATTIC ACCESS LOCATIONS. Z I1 2 8 8 -0 1/a METAL PANELED WOOD METAL 4o rlrK v LABEL w/WEATHER STRIP/AUTO CLOSER PANELS. Ltr g 12 3'-0' a,-0' 13/4' METAL PANELED WOOD METAL 1 Hr,mir'L W/UJEATHER STRIP/AUTO CLOSER c ..2., PROVIDE ONE CExTIFILID NTERI - t� ?.A. 10BC FIRE FLOOR FLAN KEG NOTES. 3-i/'1 x 3-1/2 x 1/4 CONC. _.:_- - --- FILLED STEEL coLUr-rN % �fINC�UI��I -� ��, __ nn�� OF UPPER For each3000sq.ttandwithairiaYim>,ifl A ,lES� �� X178 - ����FV Ai PIRMED BY I L SINGLE SINK WITH GARBAGE DISPOSAL, PROVIDE CABINETS i x a «' ' ^c};ur 75'. O i HER SPACES y. 1 SWITCH NEAR SINK 5/8 G.WB. /, travel r�stanct' - s c r » T not tO(-S1�_,.e.+. of 7 i. ti �� PAR, AS1.r1 E-3�+� ;`� ,�.- 2. HUNG MICROWAVE of STEEL COL. ` O EXCEED .1 -� � � 3. REFRIGERATOR SPACE ONLY (PROVIDE . . .-.__.� `J sw �M 9 ( �SJ1F > COLD WATER STUB-OUT) CONC. FILLED AND METAL STUD % .� .� I i� . J _ ....Y - f Q 4, 36' HEIGHT (AFF.) KITCHEN COUNTER T.BEAM ABOVE a I(o' O.C. %� g WATER ikJ 4 F-XtU A 5. LINE OF WALL CABINETS ABOVE. - - -( // - ' 0AtE - BYi,�.- 6. CON(. BEAM ABOVE. '1. 22'x 30' ATTIC ACCESS ZONE 4 ZONE 4 cV 8. AIR HANDLING UNIT (SEE MECHANICAL SHEET FOR SIZE) 44.9P5 44.9�.sf Z S, ELECTRIC WATER HEATER-ENERGY RAVER (1) LAYER OF 518' /, 41.(oF6F EfV-0' 41$PSF I ° il. MEDICINE CABINET TYPE 'X' GYP. BD. WALL U 10, AIR CONDITIONER COMPRESSOR PAD 36'x 36', ADHERED TO 2 x 4 MIN. -y- STRUCTURE j' UJDOD BACKING a STEEL COL. %, , _ . _ . , Z 12. TOILET PAPER HOLDER 2 0 15 I �� 3 -m 13, 24' WIDE T BAR I �, II 1 Hr.MIN.RATED D I � -' � • D OWEL `�. -° -�- - � ZONE 4 1/2'x 3-1/2 x 1/4 CONC. // 14. MIRROR -HEIGHT SET AS PER INTERIOR ELEVATIONS F 10 10 w 15. SOAP DISH FILLED STEEL COLUMN x 9 5F '� 4'-4' 3'-2 5'-1' 2'-3' 3'- 1'-�, - 1 ' 16. SHOWER CONTROLS d SHOWER HEAD 416PbF *'� z 5/8'G.WB. 3 18 3' 1 -4 2.._ _ 3'-2' 4'-9' PLAN 1'i. LINEN Wlt>-� d VINYL COATED SHELVES ,r -,r I 0 v. 8. VINYL T AN SHELF i I L CO ED ROD D 5 EL 8 I ZONE 5 ZONE 4 I � I Iz I n UP I N I I � , ' ZONE 5 II IS, ARCH HEADER OF STEEL COL, BASE CABINET 42.9QSF 44.9FSF .0 C.0 m 42.9F�F �p z 20. METAL THRESHOLD. GONC. FILLED AND FLOOR j - 12 � - - 5(o.9P� 4loQSF O O ' - . M 21, ELECTRICAL PANEL c0 I I T.$EAM ABOVE (SEE ELECTRICAL DRAWINGS) T 22, ELECTRICAL METER - %i L 23. MARBLE THRESHOLD a BATHROOMS. - L �/„ �, - r- 22 - EXIT e0 '/ 2m c0 24. ST F I ( T T % _ L. CO . ONE HOUR RAT S 5 RUC .DU.GS) / � � , L RE ED EE Z 0 SIGN 42 _ L 25, 42 H(GI-1 WOOD RAILING. m UP ,q r' o GRAS BAR - . . 2 0 _ 26. PRECAST CON(. STAIRS. (1) LAYER OF 5/8 8 10'-(0' 4 3' 0' 4 -1' 4'-8' 4' 4'- � 4' t 21. EDGE OF SECOND FLOOR SLAB. TYPE 'X' GYP. BD. _ 8 4 6 -8 11 -3 3 77 28. BUILT-IN SHELVES. ADHERED TO -- ------- -- -i 4,` 23. 6'x 6' WOOD COLUMN - ZONE 5 W 3m. coNC. STAIRS C� I /� G, �+ K I TCHEN CA IN T DETAIL ONE 5,F ! A � e BAT � ° I 31. PAPER TOWEL DISPENSER WITH TRASH BIN 1 `�TEEL ®+-• DETAILJ• i "' O Q-� _' 36' LONCs a SCALE: /2 - 1 0 6� GRAB BAR 32, ONE HOUR FIRE RATED ENCLOSURE Q-� I HR FIRE RATED 6.9P F m 9 3 61 �, •-+ 33. I'x W P.T. WOOD DECK (NAIL SPACED) O __ OFFICE #3 - SITTING Q "v AREA I r 1 2 30 32 ZONE cv S` 2 3 �4 1 E 5 III o i � 3 tt O 14.FIRE RATED ENCLOSURE�4 4 /�� 42.9F6F - _ UL.DESIGN No.U-469 O 24 (MIN.) 12 12 (MIN.) 12 (MIN.) n __-- TYPICAL WH RE SI-IOUN ----- Y - j ---- E4 �FF' ; 19 TOP OF HANDBALL G TALL B ® a- ---------� 17 MOUNTED BETILEEN AND 38 �> _ - V o (MAX-)'III SU(�ACE At UTALLS ALL BE 1 c0 Z --------- ---------� - OFFICE #q �-- ,� TrcEaRlsp s EN Q I _ d d i; HANDRAIL AND UALL SHALL z ' BE II/' MIN - - X % X NOS z -+ A Q e a'-0' 4' �2'' 4' 10'-0' 1'-6' 2m a_4 o - 10 -0 8 - 5 2 6 PROVIDE BLOCKING BETWEEN STUDS 4- 1 I ' , �2 UP `� @ ` III FOR FUTURE INSTALLATION OF GRAB BARS. e� m m EXIT 1 / INSTALL BLOCKING TO ALLOW 51 TT ING FOR INSTALLATION OF GRAB BARS `� ` 1 FROG ARE'4 ZONE 4 W /x AS SHOWN IN THIS DETAIL. FFI # `� 42.9Paf o 51 T T I N I 000R wau E• NF, >� E• O I I �l >� I O I �i O >� - TRLLVSOM TRAN501Vt - L_L R AREA tt RE i t" ZONE 4 ;y :ONE 4 ZONE 4 GO - II r Z 4110, m 42.9��F 44.9psF I Fbi ---- -- - - . -------- - - ZONE 5 A �I' O OFFICE #5 _ vi 56.9�sF �• ,� .; � I Z .3 - wixDOw I I .� ZONE 5 ZONE 5 a 10 (o A-4 A - 8 91'sF 4 'L 'r m , 56:9PSF 6,.2F5F - I I ' I m I i m I I m � I CO tfJ I Z I ' c0 - �4 33 I� I c0 f- I I I I I I I I I I I 1 20 MAX. SLOPE A L PE B B I B O Ft O Ram � p c0 - I II 8 _ c� 4 4 , 2 3 5 mva 2 3 - - _ 2 3 2 2 3 2 0' 0 2 -3 2 3 1 I '•. 2 -� 3 -2 4 1 1/2 m I I s" m �i I� I m o . � I ZONE 5 ZONE 4 5 2 o � Z 42,9FSF � . 4 1' : III 2.9 5F i I I II P I I _ P 4 a� I - 2 0 4 -4 �. I o I � I I III I . r I I O 0 o �I U I 2 _ i 0 41'-4' h � 5 -8 3 0 >7 Mfr W _ 4110' V� F- � L- fI •.>- � ZONE 4 ZONE 4 ZGNE U 5 W w m I 4 - I 2.9QSF 42.9psF 42.9?sf O r 41 Ln 5 F5F 4 l I 5. P5F -t I 56.9 � I �� II � I 00 N 2II I ' w � III III � II II 1/4'= V-0' IE���REA I _ X SCALE; FIRST FLOOR (A/C SPACE) 1,345 Sq. Ft. SECOND FLOOR (A/C SPACE) 1,025 5q. Ft. it W W I =I C FLOOR) � I O O COVERED P CH (1 R st. 1 �2 00 S AiINTERIOR ELEVATION COVERED PORCH (2nd. FLOOR) 100 Sq. Ft. rig W SCALE: 1'-0'F RONT DESK TOTAL 2,570 Sq, Ft. � IIII W o v � W 7 -- _ T- I