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RC-1-12-80_Plans Eusebio M. Mora Architect Fla. Lic. # AR0011732 7 TOP BM. +12'-0" --------- -------------------- ------ ` �Q I�/►��' am -------------------------- TOP OF BEAM oGJ U JA TOP BM. +11'-0" TOPOF BEAM ------------------------------------------ �r JA TOP BM. +10 -0 TOP OF BEAM ---------------------------------------------- 3'-(d" FR DR lll2 � (d 0, TOP BM. +9'-0° ___ FIXED GLASS TOP OF BEAM ZONE 4 15 SF. (+4530)(-4920) IFIXED FIXED FIXED FIXED 7003 Southwest 63rd Avenue FIXED GL. NR 6030 FIXED GL. I South Miami, Florida 33143 ZONE 4 5 5F, ZONE 4 20 SF. ZONE 4 5 SF. (305) 7 4 0 - 5 1 8 5 (+44.60)(-4850) (+46.5) (-50.4) (+441o0)(-48.50) moraarch @ bellsouth.net TOP FF. +0'-0" FIXEI Fix GRADE EXIST. GRADE EXISTING RESIDENCE EXISTING RESIDENCE FRONT ELEVATION 114" TOP BM. +11'-0" ----------------------- TOP OF BEAM TOP BM. 4-3'-0" TOP of BEAM TITLE: F-1 I � ELEVATIONS a0 5H 23 Uj 544 2415 ZONE 4 19 5F. ZONE 4 n SF. (+44.60)(-4850) w TOP FF. +0'-0" GRADE -0'-8" w EXIST. GRADE GARAGE DOOR Q EXISTING RESIDENCE PROPOSED ADDITION REAR ELEVATION V4� JA I TOP BM. +12'-0" I 2 --------------------------------------------------- I _ TOP OF BEAM w TOP BM. —* TOP OF BEAM TOP BM. +10'-0" ------------------------ )3'-0"FR DR TOP OF BEAM ----------------------- ZONE 4 15 5F. \--\�— l 0 TOP BM. +3'-0" _____(+4530)(_4920) Z -------- ------------------------------------------- -------------------- ----- �' TOP OF BEAM ---------- -- — 4/1 _ p M FIXED FIXED �7 Cd S FIXED GLAS 54"x17" FIXED GLASS 54"xll'" L• U„ ZONE 4 19 SR ZONE 4 19 5F, U W (+44.60)(-48.50) / (+44.60)(-4850) FIXED I I 14R 6030 Lr- ZONE 4 20 SF. 0 (+46.5)(-50.4) ZONE 4619 SF, O (+44.60)( 4850J TOP FT-. +0'-0" GRADE EXIST. GRADE EXISTING RESIDENCE PROPOSED ADDITION EXISTING RESIDENCE RIGHT SIDE ELEVATION 1/4� C Cd a C 0 MIMI ed o z opy W o � w JA TOP BM. +11'-0" DRAWN BY: TOP OF BEAM 1�1 IT -h�L.��r*�.,+.e RJT TOP 5-1. ! CJ� TOP OF BEAM --- M arnl Glores iliiiage CHECKED BY: EMM N Alp! EO�ED- BY DATE ATTACHMENT NO.: ' Z0 jiNG DEF'l- - � ATTACHMENT# DRAWING FILE NO.: Li 2011-027 „ECT 0 C(;�,IPI!ANCE Wi FH ALL FEDERAL DATE: SN 13 SN 13 I ZONE 4 19 SF. ZONE 4 19 AND ?EUUlAT10t1S 12114/2011 (+44.60)(-48.50) (+44.60)(-48.50) 514 24/5 544 24/5 5N 24/5 54 1 SCALE: ZONE 4 19 SF. ZONE 4 19 5F. ZONE 4 n 5F. (+4.604(I485D) F�G' xv�E�-� NOTED (+44bO)(-4850) (+44.60)(-4850) (+44.60)(-4850) TOP FF. +0'-0" -------- -------------------------------------------------- --------------------- ---- JAN 10 20 SHEET NUMBER: EXIST.GRADE EXIST.DOOR PROPOSED ADDITION EXISTING RESIDENCE A OF 3 LEFT SIDE ELEVATION 1/4 �� Eusebio M. Mora STRUCTURAL and GENERAL NOTES COLUMN SCHEDULE Architect Fla. Lie. #AR0011732 I SOIL STATEMENT: 0 1 M 5 VERT, IN CONC. FILLED BLK DELL FROM FTG. TO T.B. TYP, A. VISUAL INSPECTION OF SOIL INDICATES UNDISTURBED SAND AND LIMEROCK WITH AN ALLOWABLE O NEW 8" x S" CONCRETE STARTER EXIST 8" CBS BEARING BEARING CAPACITY OF 2.0 K.S.F. COLUMN W/ 2 • 5 VERTICALS 35'-2 1/2" WALL & FOUNDATION 3 8"X12" MIN. CONC, COL. W/ (4) • 5 - - -- - � """" B. PROVIDED PROPERLY COMPACTED NON-ORGANIC FILL TO 95% MODIFIED PROCTOR. O VEERT. 46 •3 TIEE6 AT 8" O/C TYP. 12'-2" '4'-2 I/2" S'-10" 1 _ _ C. OTHER AREA FOOTINGS SHALL BEAR ON SAID UNDISTURBED SAND AND ROCK 2-COt�TM COLUPv1N PROFILES 1 SEE DETAIL ( 1 I I Z z S7 THIS SHEET __ WINDOW ABOVE — _ _ _ _ _ _ _ _ WINDOW ABOVE _ I I. I o A. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS. NON-STRUCTURAL SLABS ON FILL 2500 P.S.I. 8" ❑ �tl I I cn ALL OTHER CONCRETE 3000 P.S.I 1 I • El �I . . . . . . . . mo — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — B. TESTS: A MINIMUM OF 6 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YDS, PORTION 1O _ O _ I I Q3 AOWF-20 1O OA WF-20 © 1 I I F THEREOF. SPECIMENS SHALL BE TESTED ACCORDING TO ASTM C-39. ONE AT 3 DAYS ONE AT 7 DAYS • I I °Oct AND THREE AT 28 DAYS I 8"X12" MIN.CONC.COL.W/(4)•5 - VERt. 4.3 TIES AT 8 O/C TYP. N C. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS: D�2 I 1 TYP.AT ALL CORNERS I I z I• I �. 7003 Southwest 63rd Avenue I •5 IN GROUT FILLED CELL I z 1 1 South Miami, Florida 33143 1) CONCRETE POURED AGAINST THE EARTH - 3" 3O= = ADDITIONAL (I)•5 BAR BENT 90 ' I I w� (305) 7 4 O - 5 1 8 5 2 CONCRETE EXPOSED TO EARTH OR WEATHER cp I, I I A s CORNERS 30" LONG EA WAY # 5 OR SMALLER - 1 1/2" -------•' I I 12" x 20" GONC.FOOTING ( ;_ ; . . . . . . . moraarch @ bellsouth.net 6 OR LARGER - 2" 1 0 W/2-«5 CONT. NEW 4" GONG. SLAB W/ 6" x 6" 10/10 I 1 �O 3 CONCRETE NOT IN CONTACT WITH THE GROUND }'-O" I N pUS?Lt31�EBRISI�POU rIn$ EN N oN S5% COMP FIa oR BARRIER 1 �� BEAMS AND COLUMNS - 1 1/2's - SLABS AND WALLS - 3/4" EXPOSED TO WEATHER. I I I�1. EPDXY GROUT t INTRODUCE •5 x 36" Cn__j 3 LONG DOWELS. I I X¢ I• 3•ARCM MB-° SOIL STATEMENT I I SEE DETAIL D1 ( I w . . EXISTING RESIDENCE . . . I i I � _ THIS SHEET—� � J . A. REINFORCING BARS MUST CONFORM WITH ASTM A615 GRADE 60 - - -' - - - - - - - - - - - - - - _ - - - - - - -� I I 1 INSPECTION OF THE SITE INDICATES UNDISTURED I w w B. WELDED WIRE FABRIC MUST CONFORM WITH ASTM A-185 AND MUST BE SUPPORTED ON SLAB BOLSTER SAND ROCK WITH A BEARING CAPACITY OF 20 KSF SPACED AT 36" MAXIMUM ON CENTER THE ARCHITECT SHALL PROVIDE A SIGN 4 SEALED — — — — — — — — — — . . . . . . . . . . . . . . . . . . I I . LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED 2' o (� EXIST. 8 . CBS $FARING EXIST $ CBS• B�ARLNG. I . . . • . . • • • • • . . • • • • • I• I Zz STR F AND THE FOUNIDATION CONDITIONS ARE SIMILAR TO I ¢p_- N �rl a C. FABRICATION AND DETAILING ACCORDING TO ACI 318-95 I WALL & FOUNDATION I WALL & FOUNDATION I I . . . . . . . . . I I J THOSE UPON WHICH THE DESIGN 15 BASEO. D. ALL ACCESSORIES MUST HAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION I I I I .zL . . . . . I' . . . . . . . . ARENAS . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . I 1mQ . `�o f- — — — f I I CONS'rrWIC'FION 4,MA90NRY WALLS I I . . . . . . . . . . . . . . I °' A. ALL MASONRY WALLS SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR TO THE STRUCTURE FOOTING SCHEDULE I I I Uo . . . . . I ( . I � . ABOVE BEING ERECTED 20" X 12" GONG.FOOTING W/ I •00 . . . . . . . . . 57<;§. 10690 NOR7TTEAST 11 COURT ' I• I `�-' MIAMI SHOR RS, FI.OR.IVA 33138 B. MORTAR MUST CONFORM WITH ASTM C270 TYPE M (2000 P.S.I.) O 2-15 CPNT" zZ I I I I �a I I I I PHONE: (305) 893-91-84 it o x FAX: (305)899-8062 C. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM C90, GRADE N, TYPE 1, NORMAL - mo I I I I w3 I . I . . . . . . . . . . . . I 1 ARENASCON @AOL.COM WEIGHT WITH Fc-1900 PSI. MASONRY CONSTRUCTION PRISM STRENGTH Fm = 1500 PSI. �o I I I I I CFRTIFIFI)BU111-NC CONTRACTORCBCW235 n I . I. S E DETAIL D1 1. i D. GROUT FOR FILLED CELLS, SHALL CONFORM TO ASTM C476 WITH 2000 PSI STRENGTH AF 28 DAYS. _ IS SHEET . N OO I ( i I TITLE: E. REINFORCING: USE DURAWALL LADDER TYPE # 9 GAGE REINFORCING EVERY OTHER COURSE. USE VERTICAL c i� I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I FOUNDATION PLAN REINFORCING BARS AS SPECIFIED ON THE PLANS AND GROUT FILL BLOCK. WF-"20 20„ -,� woos . . . . . . . . . . . . — � 1 EXIST 8" CBS ARING © 30" x 16"CONC.FTG Ill/ 4-15 CONT, 4 W11•5 ( I . . . . . I I Z © WALL & FOUND TION A. WOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE CRO'�BAR s 24" PROVIQ&. OUBLE z REQUIREMENTS. SUBMIT SHOP DRAWINGS BEARING THE SEAL OF A PROFESSIONAL ENGINEER WITH LAYER OF STEEL.TOP t 50TT�VtI►i FLORIDA REGISTRATION. ( mo _ ----�-- � mo to a I LU . . . . . . . . . . . . . . I � 2 B. ALL WOOD MEMBERS MUST HAVE A MINIMUM OF Fb = 1200 P.S.I. 1 cO- I I 30" x 16" 0otC.FTG > g . . . . . . I I__J . I � ( W/4-M5 CONT.t W/I.5 CROSSBAR w w V)J o s 24"OC.PROVIDE DOUBLE C. ALL WOOD IN CONTACT W/CONCRETE, MASONRY, OR LATH SHALL BE PRESSURE TREATED AS PER THE I I 1 I W I < LAYER OF STEEL.TOP e BOTTOM. "AMERICAN WOOD-PRESERVERS ASSOCIATION". �- z `-9 I I • . I 1 3 H S.87MCTURAL 3TEB_- WF-30 ( 1 I® Z I o 0 1 � I A. PIPE COLUMNS MUST CONFORM WITH ASTM A53 GRADE B. PLATES AND ROLLED SECTIONS SHALL BE - 30 -- I I . . . . . . I 1® � I O ASTM A-36 TUBE SECTION COLUMNS TO CONFORM WITH ASTM A-500 GRADE B. I . . . . . . . I i I 1 0 B. BOLTS MUST CONFORM WITH ASTM A-325 I I I IO ED r i 1 i NEW ON�ILSv�R B" 10/10 1 Q C. PROVIDE TWO SHOP-COATS OF RUST INHIBITING PAINT. FABRICATION AND ERECTION SHALL BE I I . ON 95q•COi1P.FILL. 1 ACCORDANCE WITH AISC SPECIFICATIONS 1.......'.'.'.'.'.1 I I EXISTING RESIDENCE I o - z t. l :.:.1 I I . . . . . . . . . . I 1 r 3 7.SLABS ON HLIr I..:.:.:........I I EXIST BL< WALL BEYOND I I I I I -� { r °� t....'.'.t.....l 1 I I I I I °o N O A. TO BE PLACED ON CLEAN, NON-ORGANIC SOIL THOROUGHLY MOISTENED IMMEDIATELY BEFORE :•• i I I I I i I o CONCRETE IS POURED. CONCRETE IS TO BE PLACED ON 0.006 IN VISQUEEN VAPOR BARRIER. SLABS m „ (. ... i I I Y O ARE TO BE PLACED IN A CHECKERBOARD SEQUENCE. EACH SEGMENT OF WHICH IS NOT TO EXCEED A t...... :::::,1 I I D1 I I MAXIMUM AREAS OF 325 SQ. FT. OR 30 LINEAR FEET IN ANY ONE DIRECTION. I..... ......t I 33 . . . . . . . . . . . . . Zz > NEW 8"x 6" CONC. TIE COLUMN W/ (2) A 5 . . . . I I ,Q° af 8.APPROVALS if i I i VERTICAL 4 " 3 HOOPS tv 12" O.C. I I I °' I � o A. SUBMIT SHOP DRAWINGS FOR ITEMS 3&5 AS ABOVE 1..... •• { I I I I I UC) I I z B. SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOVE I............I I DRILL 3/4" m x 6" HOLE-5, REMOVE I ( I . .00 I'.'.'.'.'.' t I DUST 4 DEBRIS, POUR NIGH 5TRENGTI4 I 6 I 30" x I6" CONC.FTG ap EPDXY GROUT 4 INTRODUCE 5 x 36 I I I 1® I W/4-15 CONT. 1 ID N 5 CROSSBAR 9.COORDWATIOt�k I 'f I I I LONG DOWELS. 1 w s 24" oc.PROVIDE DOUBLE *" L...........I I I ( LAYER OF STEEL.TOP 4 BOTTOM. .�:. A. COORDINATE ALL DIMENSIONS, ELEVATIONS AND OPENINGS WITH ARCHITECTURAL, ELECTRICAL AND I I I I I® . . —� MECHANICAL DRAWINGS REPORT ANY DISCREPANCIES TO OUR OFFICE. I'.''.'.'.'' I . . . . . . . . . I I I � c .tVI1U ILEV L� Z td B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWINGS AND AT THE JOB I �rrr� I I O `� , I II W U_ SITE AND IMMEDIATELY REPORT ANY INCONSISTENCIES TO THE ARCHITECT PRIOR TO FABRICATION C. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING, OF ANY DISCREPANCY IN oz 0 THE DRAWINGS OR INCONSISTENCIES WITH ANY AND ALL APPLICABLE CODES OR REGULATIONS, PRIOR TO 3" CLEAR w< I I I - - - - w - • • 1 - - - - - - - - - - - - - -1 11 1 ANY ACTION ON HIS PART. FAILURE TO DO SO WILL MAKE HIM RESPONSIBLE AND LIABLE UNDER HIS 6" m°z I I I � I O 6 CONTRACT. XIST. CONC. I=OOTINCs NEW 12" X20" CONC. FOOTING m° I I I - - - - - - - - - - - - - - - - - - - W/ (3) 1' 5CONT. - - - - - - - - � SEE DETAIL .D1 THIS SHEET. C FTC. CONNECTION DET. 1� "¢ I 1• AT EXISTING TO NEW FTG I I . . . . . . . . . . I . I . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I o 65 • I �Q . . . . . . . . . . . . . . . . . . . . . . I. I EXISTING 8"x 12" CONC.TIE BEAM DOWEL 4 EPDXY GROUT•5 VERT, I I . . . . . . . . . . . . . I m o . . . . . . . . . . . . . . . . . . . . . C BAR INTO EXIST.CONC.TIE BM.4"MN I [n Z I I Z a� 1 m° . EXISTING RESIDENCE . I. CO v o. c `Q • j • ALL BUILDINGS SHALL HAVE PRE-CONSTRUCTION TREATMENT I oo$i • • • • • • • • . . . . . I I 00-;d O 7 PROTECTION AGAINST SUBTERRANEAN TERMITES AS PER I I . FBC 1816.1.7. A CERTIFICATE OF COMPLIANCE SHALE_ BE ISSUED I V'J TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL I I I .w3 . . . . . . . . . . . . . . . . . . . . . . . . . I I REV COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: Q "THE BUILDING HAS RECEIVED A COMPLETE FOR THE PREVENTION ( I --- I EXISTING 8" CONC.BLK PROVIDE 1 •5 OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH I I I ' ' ' ' ' ' ' VERTICAL DOWEL t GROUT FILL EACH CELL THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT I A7°T-1 ED I BY D'�T= w O � w, AGRICULTURE AND CONSUMER SERVICES." w o z„N!ti3 THESE PLANS, DOCUMENTS&CALCULATIONS I I I - - _ - _ - _ - - - - - - -.- - _ - - - - -.- I . . . BLDG DEPT / DRAWN e I ARE BEING PREPARED IN COMPLIANCE WITH RJT THE FBC 2007/2009 SUPPLEMENT I I . . . . . . . . Z I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- — — _ — — — — I OBJECT 10 CCti1Pl.lANCE WTFH ALL FcU�R4L u1 CHECKED BY: J I L_ - - - - - _ - . . _ . _ r EXIST 8" CBS BEARING u� WALL & FOUNDATION STATE Ati�c�a�rv��>!�?�LF���I���UU�A•�:�o�;S EMM li n U I ATTACHMENT NO.: ATTACHMENT# �I L- - - - - - - - - - - - - - - - -1 I DRAWING FILE NO.: EXIST 8" CBS BEARING L _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - J 2011-027 ExISTING 1D°x 16"LONG.FTG WALL & FOUNDATION I I DOWEL t EPDXY GROUT C.FTG RT. L _ _ - - - - - - - - - - - - - - - - - - J DATE: BAR INTO EXISTING CONC.FTG.8" MIN. EXIST 8" CBS BEARING 12/14/2011 ' WALL & FOUNDATION SCALE: NOTED D2 D ETA I L 4"� SHEET NUMBER: S2 NEW GROUT FILLED CELL DETAIL FOUNDATION PLAN 1/4" S1 of 4 FPL POLE OVERHEAD WIRES -- Eusebio M. Mora Architect Fla. Lie. #AR0011732 15' ALLEY 10' ASPHALT RIGHT OF U1AY °'°' Proposed Addition, Interior Remodelin to the residence of: 4' PARKWAY S 90°00'00"E 82.27'(R) (M) AS -------------------------------- -- -------------- ---------- MR . ® 6'H TCHAAIN LINK FEN CE �h®rep Ala. 3138 �i -------- ------------------- �� �x WIDE 889 Northeast 97th Street Miami ,, 1 �- � � GATE W,CHILDPROCFLOCK , n &J EXIST 90C GALS EXISTING , I6"xib'CGNC. ' SEPTIC TANK I D,RNNFIELD I — aK PIER �I I L-------- L------------------- I ; UNOBSTRUCTEDAREAJ 6 �- ------------------� 7003 Southwest 63rd Avenue ------------------------------------- 1I I South Miami, Florida 33143 ZONINGi DATA I I z I I �''N CHAN LINK FENCE—I I J � I I I (305) 740 - 5 1 85 b HCHAIN I' --^------------------------------_--mod i moraarch @ bellsouth.net CONING: Single Family Residential — RU — 1 LINKFENCE� I II I HEIGHT (to ridge) - 2 Stories 30ft. max. 15 NET LAND AREA 9,232 5.1=. ( .21 AGJ I . . . I I EXISTING 1 - STORY PROPOSED t. STORY ADDITION , 1 I RESIDENCE LOT COVERAGE (everything under roof) 3120 5.1=. (33.8 ion lI I II I I 1' I� . . . . . . . . . . . . . . . . . . . . . . . . . I I I�'-III I 1 i BIDE SETBACK _ __ __ _ EXIST,SIDE BTREET SETBACK __-__ _____7T__- - I I6"x16 CONC. SET BACKS : REQUIRED PROVIDED 1� I II L � BLOCKFIER � �VSTR� fI� FRONT 25-0" 49'-I1"' EXI5TINGs 1 ARENAS II I II II I nn`` SIDE 10'-0" 21'-1"$ 33'-0" l) I I WHCHANLWPENCE-- I W 13'-111 1 I I 1 I I CONSTPLUCTION SIDE STREET 151-01, 151-01, EXBIT.SIDE BETeAGK 1 1 1 1 I 1 . REAR 25'-0" 25'-2" I I II _ __ _ ------------ -,-_-.-�T_.--.T 10690 NORTI IEAST LL COURT MIAMI SHORES, FLORIDA 33138 1 F IONE: (305) 893-9-1-84 FAX : (305) 899-8062 �N-. AR.ENASCON(c?AOL.C,0\A NOTES : i m POOL DECK Y j .,1r: L �✓«J.� , r I I (NOT PART OF THIS PERMIT) ! CLKII)IED BUILDING CONT000k CBC 060235 .� I IQI ` s I "F '1` .. 1 I . . . . . . . . . . . 1. 1 ,.�� Lot will be graded so as to prevent direct overland discharge or )I .. I I _ -� I ,- TITLE: 5tormwater onto adjacent property. j 1 I . . . 1 M o a � ;BAR 3 2 I I SITE PLAN .. EXISTING 1 - STORY PROPOSED there may be a dd t iona I ' o F ESIDENCE 1 STORY'AI� ITION ` In addition to the requirements of this permit y i z "'A V restrictions applicable to this property that may be found in the Public pp p P y y 1 N I I PROPOSED POOL Records of this Count Section 553.79(1 ) Florida Statutes, Effective `/10/81, i I I 1 ;. County ( I . . . . . . . . . . 1 (NOT PART OF THIS PERMIT) A separate permit will be required for all driveway approaches 11 I I 1 public rigt of way. Contact Public Works Department. 1I I I 12 -c 4� o I I . . . . . . . I. m The height offences, wall and hedges -shall not exceed 2.5 feet in height TI o 1 I .'. . . . . . . . . . . .I :15T.SIDE o 1 1 O I I. . . . . . I. T SETBACK 1 LU within 10 feet of the edge of any driveway leading to a right of way. 1I o 1 I a The height of fences is being measured form grade. Grade = Elevation 1, °o i i i � i 1 � 0 of public sidewalk or the crown of road. 1I z i I. ® ! °` Ii I----- ---- ----------� -- ST t o Uj AT EXISTING I I I TIM" " SINK 1 I EXISTING 1 - STORY 1 , Will There are no pertinent features on adja(ent No trees shall be .req,0 ed as --- ; ; RESIDENCE , properties and across the street that may affect part of this permit. ' i i 889 Northeast 97th Avenue 1 / the system installations. I j I I F.F.E. 8.23' I T -------- —------- — ---- — — — — --- . — — I I 1 I II I I I I CHERRY HEDGE , 1 IL---------- --J i --z=====_�________-- LINK FENCE i i———————— —r BLOCK PIER L------------------D y i �. 6'N CHAIN LINK FENCE — ------ ------------ ------ _�._. ��._.__��. W I z 1 I I �✓ N PLAN VIEW LINE OF 6' H ExIST: r Ex1sT1NG ! ��.( s .e,4 - 'ate. wd CHAIN LINK PENCE I WALK WALK RETE i I I�I �5, 1 W Wb W , - tl71` 0 • 16"x1611 CONIC BLOCK le"xis" CONC. BLK COL. PIERS W/ (4) ,* 5 PERT. U)/ (4) # 5 VERTICAL. 1 '' ` ' IN GROUT PILLED CELLS. I --- .-_ _ _._ _.. _._ cd OUTLINE OF CHERR''r HEDGE S 90°00'00" W 82.43'(R) (M) -—-—-—-— ------------ --------------- r _� 1,_ •------------------------ ----- - -- ---------- 41v�1 G,4Lv. CHAIN LINi< � + � O 1611 FENCE ___��- _ -._. _. ___,� 5 CON . SIDE LK ,a STUCCO BAND I I I ( aTP.IJCIIa '.1. I I II i I I 4 I ELECTPICA;t _ I ,� i I I LINE OF 6 N 22 PARKWAY �Z- 1 Cd - _..._. ,..,�_. p l CHAIN LINK PENCE I PLUVO!p.1(, I Z p, ( -T r6�12 w o OW STUCCO a 1 I 1611x16'' CONC BLOCK DRAWN BY: SOE PIERS W/ (4) " 5 VERT. r i CHECKED BY: IN GROUT PILLED CELLS. �' 6L'�', ' EMM I II GR,4DE �,.�.._....� _...� ._.��..u_—.—. �_.l�f�6 ATTACHMENT NO.: I II SU3JE�T T'� r O,N,�Li� ! � '"'IT}1 A,LE r a�L ATTACHMENT# I II ATE AND C� Jrdrf MULES and .IdONS DRAWING FILE NO.: I II r I II ... _. ._..... 2011-027 Northeast 97th Street � �rGy 3 �� � DATE: 1 12/14/2011 12" x 30" x 30" CONC, I 1 _ _ _ _ _ _ _ _ -- -- r---------y- PTG W/ 4 " 5 REBAR EACH WAY ----+----------------�-- 1 I I I I I SCALE: NOTED L-----------------------J L---------------------------- SHEET NUMBER: SECTION VIEW @ BLOCK PIER SECTION VIEW @ BLOCK PIER _ Al OF 3 BLOCK PIER DETAILS NTS SITE FLAN 1/$" LEGAL DESCRIPTION 0 5� In PAST 1/2 LOT 23 AND LOT 24, 5LOCK 13, OF "MIAMI SHORES SECTION 3", SUBDIVISION ACCORDINri TO THE PLAT THEREOF `1�-- AS RECORDED IN PLAT BOOK IO AT PAGE 31 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. t /I- m �FPL POLE OVERHEAD WIRES Eusebio M. Mora Architect Fla. Lic. #AR0011732 15' ALLEY 10' ASPHALT Proposed Addition Interior Remodeling to the residence of: R T �, 4 PARKWAY M" R . and ARENAS – --------------- S 90°00'00"E - 82.27' - (M) -- -------------- ------.------- MRS . JU` RGE _ EXISTING i 5'H CHAN . . LNK FENCE `Oae EXIST.I'U.IATER NEW.5'HT.CLF 4LL ' 889 Northeast 97th Street, Miami Shores, Fla. 33138 ,� ------- LNE4riETER W,SELFCLOSNG4'WIDE � � � GATE uu CHILDPROOF Loac 1 1050 GALS ifl _ , 16'x16'CONC. i I LSEPTIC TANK_--J UNOBSTRUCTED AREA-1179 SF OCK PIER - ------------- -�------------� i. I r_ ___ ___ _ ___ __ ___ _ , I 7003 Southwest 63rd Avenue DATAI i 5'H C4AN LINK FENCE South Miami, Florida 33143 i - ------------- ----- -J i i ------------------------------------I I I I moraarch @ belisouth.net LI ZONING: Single Famil y Residential — RU 1 NK, HEIGHT (to ridge) - 2 Stories - 30ft. max. 15'-4" PROPOSED t.=. STORY'ADD-MO.N . . . . . . . . I EXISTING 1 - STORY I 1 ! NET LAND AREA 9,232 S.E. ( .21 ,4G.� I I I I a , i, I .F.E. 10.49 II GARAGE I--a LOT COVERAGE (everything under roof) 3120 5.1=. (33.8 %� A 11 r-t 0 t- i 1a1-a I ,� F.F.E. 10.10' I I ! NYC"✓z ^ 175 COUNTY Hi i��TH Drf �¢?�,�? i '. 1,I LLO T ACK " I I I I.I EXIST.SIDE STREET SETBACK _________ _ _______ ____—J I ::k• F,�, y�AiP:) I I I I I IWxl6'CCNC. SET BACKS : REQUIRED PROVIDED -� BLOCK PIER , FRONT 25 49 1-111'1 EXI5TINCs 101-01,SIDE 21 -1 33 - .� I i I I I I i - i i �1 r - Ir+ AZENA� t4ol iL j Li,AtTnQ � ! i''11 5'W CHAIN LINK PD� SIDE STREET 15'-011 15'-0" :1!ATr v� CONSTIZCTiON REAR 25'-0 25'-2 A � ------J --, _. -----Tr 10690 NORT}(EAST Ll COUR T �I T. MIAMI SHORES, FLORIDA 33138 PO )iAr TA T I.FA S-, 1lrL ALL L' ACK PHONE: (305) 893-9484 j N FAX : (305) 899-8062 ARENASCONC?AOL.COM 0 r POOL DECK N P c . curl>IU0 Bul DiNC Cori�ncTOR C 060 235 Lot will be graded so as to prevent direct overland discharge or TITLE: it I I. I.I j stormwater onto adjacent property. - I , , M a i EXISTING 1 STORY I PROPOSED. I ' � (n SITE PLAN In addition to the requirements of this permit, there may be additional i' o RESIDENCE 1. 1 =.STORY AI�bITION . . . j U restrictions applicable to this ro ert that maybe Found in the Public N i i. . F.F.E. 10.49' pp p p y y i' ' PROPOSED POOL { , o CIL Records of this County Section 553.�9(10�, Florida Statutes, Effective -1/10/81. 1I W I 1 1 (NOT PART OF THIS PERMIT) A separate permit will be required for all driveway approaches p ublic ri t of wa y� Contact Public Works Department, ' �. I I . . . . . . . . I 1 The height of fences, wall and hedges shall not exceed 2.5 feet in height �� o I . . . . . . . . . . . . I I . . . . 5 EXIST,N AC o within 10 feet of the edge of any driveway leading to a right of way. ' oo I. . . . . . . . . . . . I.I 1 ilo I I II 1 . . . . . . . . . . . . .11 . . . . . . . . j � ' �LLJ The height of fences is being measured form grade. Grade = Elevation w of public sidewalk or the crown of road, — I. . I. i_---------_1 -------- ---- Eusebio M. Mora -511 WINDOW SCHEDULE ALIGN W/FACE OF EXIST,COL. Architect Fla. Lic. #AR0011732 MARK STAND. WIDTH HEIGHT' TYPE FRAME REMARKS y. ...., � - EXIST.DOOR O FIXED 54" 20 SINGLE HUNG ALUMINUM WHITE ESP FINISH 2'x6'�Pt lllq gtELl l fC1; t ANCHORED TO EXIST v W �AT TU6l5MIR 51aALL D3 0 B 37" 38-3 8" SINGLE HUNG ALUMINUM WHITE ESP FINISH CONIC.COL. ,, DORTOIaILEA sH 23 / 116k 5EE ADC TES, © © NEW AC-2 BID © SH 24/5 37 58" SINGLE HUNG ALUMINUM WHITE ESP FINISH EXIST.CONIC.COLUMN O D Ell fl 0 ____ p EGRESS WINDOW . OWER A I 'X18'" N E SH 26 37" 74-1 4" SINGLE HUNG ALUMINUM WHITE ESP FINISH SMOOTH STUCCO TL PAPER BACKED GALv.MIL.LAT+� P "c� WALL GONG. ELK ' WALL TO BE REMOVED 1 DZ ,n A5 INDICATED .; 54 05 _1lil 31-� II AI / I I11 12'-6 1 2II A I 2I 1411 EXIST. NOTES: 1 - SINGLE HUNG EGRESS TYPE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE JACUZZI +F V 1 4 L 1 L 2 CAR GARAGE OF TOOLS & PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH, 24" IN /� © A' ® A' C CLOSET BEDROOM HEIGHT & 5.7 S.F. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN COLUMN DETAIL Ct FRONT ENTRY FITS _ r 5�TY GL OFF THE FLOOR. ONE EGRESS TYPE WINDOW TO BE INSTALLED IN EACH BEDROOM, �1 08 -1 I �...... . ......................EXIST.DOOR TO BE 1 2 - PROVIDE IMPACT GLASS @ DOORS & WINDOWS AS PER F.B.C. - IAV a MASTER BATH ....... ......................REMQVED AND OPENING 1 - 12'-8'1 Ff�iAh1ED OUT 4 [WILL W/ 1 3 - PROVIDE TRANSLUCENT GLAZING AT BATHROOM WINDOWS. GYP.BD PARTITION 5/8" 7003 Southwest 63rd Avenue m 04 DRYWALL.EA.:5IDE.ON,3.5/8.............. .. WD.STUD PART a 16" ............................. SOUL Miami, Florida 33143 �n (305) 740 - 51 85 DOOR SCHEDULE W; moraarch @ bellsouth.net I II i 03 O MARK WIDTH HEIGHT THICK TYPE DESCRIPTION REMARKS • ' 03 EXIST. To18�REMOTV�D WALL 01 (2) 3'-O" 6'-8" 1-3/4" SWING ALUM. / FRENCH TOIMATCH FINISH BATH I 02 3'-0" 6'-8" 1-3/8" SWING WOOD N.C. n 5'-5 I/2" 1 8' 2"X4" WOOD BACKING � 03 2'-8" 6'-8" 1-318" SWING WOOD H.C. AT TOP OF WALL � D 04 2'-0" 6'-8" 1-318" SWING WOOD H.C. CABINET W W ; � UNDRY � 05 2'-0" 6'-8" -- SWING SHOWER GLASS CAT. 11 SAFETY GLASS EXIST. 1-3 4'" SWING ALUM. FRENCH WHITE ESP FINISH N' 1 A yLM 06 3'-0" 6'_8­ / / FROSTED CAT, 11 SAFETY GLASS 1 SINK GAME ROOM STR4� 1p , 07 3'-0" W/2 6'-8" 1-3/4" SWING ALUM. FRENCH WHITE ESP FINISH 02 NEW FIXED GLASS / FROSTED CAT. II SAFETY GLASS AC-2 ARENAS OS 2 3'-O" 6'-8" -- BI-FOLD WOOD LOUVER I EXIST. 09 ( ) 09 3'-O" 6'-8" -- BI-FOLD WOOD LOUVER = MASTER BEDROOM ---�\\� ® o CONSTTZLtCrTON EXISTING PARTITION WALL t DOOR O 03 TO BE REMOVED AS INDICATE[). EXIST. A 10690 NORTHI��ST ll COURT MIAMI SHORES, FLORIDA 33138 (TO BE RE DELED) PHONE : (305) 893-9.484 d .... POOL FAX: (305) 899-8062 EQUIP. ARENASC'ONC?AOL C-.0 t PROVIDE BACKING FOR WALL CABINETS F.B.C. 2007 - RESID. 06 EXIST.WINDOW EXIST.WINDOW CcRTIFICOIiuI1,DIN000VTRACT� RCNCOb0235 1 X 4 PT. WD. BLOCKING W/ 2.) A MINIMUN 2" X 4" HORIZONTAL WOOD MEMBER, SECCURELY TITLE: 3/16"� X 2\" LG. TAPCON CONC. INTERIOR PARTITION WITH _ ASTENED TO NOT LESS THAN 2 SUCH STUDS, SHALL BE 3 5 8 METAL STUDS AT EXIST.OPENING t0 BE NFILL SCREWS W/ A MIN. IMBEDMENT INSTALLED FOR THE ATTACHEMENT OF EACH WALL HUNG 0 16""D.C. wW W/GYP.5D PARTITION 5/8" Q 1 FLOOR PLAN OF 1 INTO CONIC. 11 ��' SPACED 6" FROM EA. END & PLUMBING FIXTURE AND WALL CABINET. IST. DRYWALL EA.SIDE ON 3 5/8 BAR WD,STUD PART e 1611 BALANCE AS IT IS DESCRIBED ® PROVIDE 20 GA. MTL. STUDS 0 16" O.C. 9 KITCHEN A '1 _ IN THE NOTICE OF ACCEPTANCE CABINETS WALL m a — TOP OF PLATE — WEATHERSTRIPING A 2"X4" WOOD BACKING 1 _ AT TOP OF WALL EXI tfNG_ pARTItION WAL�. t pOORS 8 m RREEa�"I TE � P P PERIMETER CAULKING AND CABINET ACIS o OVEq AS IND CA q. — BACK BEDDING w v o � STUCCO '- BATH • , ~ w JAMB (TO BE REMODELED) WALL CABINET CLOS _ =0 1 FAMILY ROOM �� 01 POOL DECK PROPOSED FUTURE POOL itl i r (NOT PART OF THIS PERMIT) r 1 X 3 PT. WD. BLOCKING W/ N " 1. _ II I I a a I I 1 3/16 X 2 \ LG. TAPCON CONIC. w� 10'-4'' 8 2I -3 1/2 CONC. T.B. SCREWS W/ A MIN. IMBEDMENT - v v v OF 1\" INTO CONC. _ N I. SPACED 6" FROM EA. END & " " N I BALANCE AS IT IS DESCRIBED 2X4 WOOD BACKING 04 IN THE NOTICE OF ACCEPTANCE AT BOl70N OF WALL CABINET AND AT WALL c0 HUNG PLUMBING FIXTURE x? 1 W� EXIST.OPENING TO BE WLL 9 STUCCO I \" DRYWALL SECTION VIEW W/GYP.5D PARTITION 5/8" 1 DRYWALL EA.SIDE ON 3 5/8" El Y PERIMETER CAULKING AND WD.STUD PART a 1611 O.C. EXIST.DOOR t CONC. BACK BEDDING CAULK BL WALL 70 BE '+ EXIST. RE OVER AS fNDICATED w WALL. HUNG FIXTURE DETAIL 1 BEDROOM 3 D1 ,n N WW A z HEAD TO BE REMOVED AS INDICATDED�� 03 SNAP IN GLAZING BEAD ( TYPICAL ) VINYL WEATHER STRIPPING 3/16" X 2,\" LG. TAPCON CONC. LINE OF BOTTOM SPACED 6 FROM EA. END AND CHORD OF WOOD SLOWER LINERS INSTALLED IN SHOWER " TRUSSES COMPARTMENTS SHAL!_ BE PITCHED 1/4 PER 12 V z cd BALANCE AS IT IS DESCRIBED t SLOPED TOWARD THE FIXTURE DRAIN EXIST.DOOR U-- IN THE NOTICE OF ACCEPTANCE 4 COMPLI' AS PER F5C 2001 PLUMB(N6 411.52 ;Q PERIMETER CAULKING a c & BACK BEDDING CAULK z MARBLE SILL TOP MTL TRACK PLATE j EXIST.CONC.B Q al LL BE REMOVED NOTE: SHOWER COMPARTMENTS SHALL HAVE FLOORS & WALLS x 45 INDICATED 0 j ("DUROCK" OR EQUAL) AND CONSTRUCTED OF SMOOTH p d a IV o AND NONABSORBENT WATER-RESISTANT MATERIALS TO A 0 I HEIGHT OF NOT LESS THAN 72" AOBVE THE COMPARTMENT BREAKFAST � cd PRECAST. CONT. SILL FLOOR AT THE DRAIN. (FBC R307,2) O O SILL NEW 5/8" GYP WALL x EXIST. EXIST. BOARD EACH SIDE ON DINING ROOM LIVING ROOM _ CEMENT BASED "WONDERBOARD", dT CBS WINDOW DETAILS N.T.S. "DUROROCK" OR APPROVED EQUAL. C O�N6'�3 p/8° MIL. STUDS (20 Go) _ x D LL LU CERAMIC TILE GREEN EDGE SEAL IIIIIIIIIIIIIIIII RANGE REFRIG. �/ Qd 1/2" GYPSUM WOOD BOARD EXIST. Q MUD SET ON RIGID ,�{ 1 X 4 PT. WOOD FURRING GALV. MTL LATH - r KITCHEN `V O 1 X 4 PT. WOOD BLOCKING 1 EXIST.DOOR Z ANCHORED TO WALL W/ 1/4' z 4" SINK j U LONG HILTIS AT 12" O.C. w 0 OR AS PER PRODUCT APPROVAL "OATEY" SHOWER PAN LINER TO BE 36'H,COUNTER k w ( ) INSTALLED AS PER MANUF SPECS ON ____ • • PRIMARY CONC. SLOPED POUR I F_ 1/2' DRYWALL ON I I D1 DRAWN BY: 3-5/8 MTL STUDS ® 16" CERAMIC TILE ON WD. DOOR FRAME ANCHORED O.C. 20 GA MIN. (TYP.) SLOPED MUD SET RJT TO WOOD BLOCKING WITH SLOPED TO DRAIN. _ EXIST. EX15T. EXIST. ��-- 3" LONG WOOD SCREW WINDOW WINDOW WINDOW / /Z RECESSED ® 24" O.C. N I I EMM OR AS PER PRODUCT APPROVAL EXIST. COVERED ENTRY r CHECKED BY: --- ( ) DRAIN ATTACHMENT NO.: �-METAL CLAD HOLLOW DOOR N SLOPE GEC'SLAG ATTACHMENT# ( SEE PLAN FOR SIZE ) 1/4' FT MN I DRAWING FILE NO.: TOP MTL TRACK PLATE .. : DATE: SEALANT , . . . ° ° .• : . . .. . d m 16'-3 1/2 21'-5 1/2 '-4 2" X 4" Pr. WD. 12/14/2011 BOT. PLATE SECTION VIEW 45'-1" SCALE: a � o . . a s a . . a � � NOTED 1 CONIC. FLOOR STUCCO FINISH SHEET NUMBER: a" C.M.U. -,✓ JAMB FBC 2007 - ALTERATIONS LEVEL 2 COMPLIANCE PARTITION SHOWER FLOOR A THIS PROJECT SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2007 N.T.S. INT. 1 ART�T�ON DETAIL �� �7HlJWER DETA�L NITS f LOOR PLAN 1/4 EXISTING BUILDING,CHAPTER 7-ALTERATIONS-LEVEL2 A2 OF 3 F 7 DOOR JAMS DETAIL MI W i PROPOSED TOTAL A/C SF 2471 SF E=usebio M. Mora Architect Fla. Lic. #AR0011732 TOP BM. +12'-0" --------- -------------------------------------------------------- TOP OF BEAM TOP BM. +11'-0" ----------- ------------------------------- TOP OF BEAM f-6 TOP_BM. +10'-0" TOP OF BEAM TOP BM. TOP OF BEAM 9L 7003.Southwest 63rd Avenue EXIST, WINDOW EXIST. WINDOW EXIST. WINDOW South Miami, Florida 33143 (305) 740 - 51 85 moraarch @ bellsouth.net TOP FF. +0'-®" GRADE EXIST. GRADE EXIST. DOOR EXISTING RESIDENCE J// EXISTING RESIDENCE FRONT ELEVATION 1/4� iSTIR AR-ENAS CONSTR-UCTION 10690 NORTI IEAST 11 COURT MIAMI SHORES, FLORIDA 33138 PHONE: (305) 893-9484 TOP BM. +11'-0-- ---_------------------_ FAX : (305) 899-8062 TOP OF BEAM ARENASCONCQ?AOLCOM CERTIFIED BUR 1)(NG CONTRACTOR CHC 060235 TOP BM. +e'-0" TOP OF BEAM TITLE: ELEVATIONS m 51423 LU LU 5H 24/5 ZONE 4 13 5F. ZONE 4 15 5F. (+42.52)(46.01) W TOP FF. +0'-0" (+4232)(-4(o.01) GRADE -0'-8" w EXIST. GRADE GARAGE POOR Q EXISTING RESIDENCE PROPOSED ADDITION REAR ELEVATION 1/4� TOP BM_ +!2'-0" TOP OF BEAM --------------------------------------------------- Lij TOP BM. TOP OF BEAM TOP BM. +10'-0" TOP OF BEAM z TOP BM. +9'-0" -------- ------------------------ TOP OF BEAM !^——————————————————— ----- -------------- C7 (J J FIXED / � FIXED °�' �s FIXED CsLA55 54"x20" `=' FIXED GLA55 54"x20"' Z ZONE 4 8 5F, ZONE 4 S SR 1 1 1 IL (4252)(-46.01) (+4252)(4601) L1J FIXED Uj / I I EXIST. WINDOW EXIST. WINDOW (2)3'-0"rR DR C � ZONE 4 43 5F. o TOP FF. +0'-0" (+4252)(-46.01) ------- -------------------------------------------- GR4DE -0'-8" EX15T. GRADE EXISTING RESIDENCE PROPOSED ADDITION EXISTING RESIDENCE � lei 65 RIOT-IT SIDE ELEVATION 1/4 �y.: U Z _TOP BM. +11'-0, i- a TOP OF BEAM -------------------------------- DRAWN BY: RJT TOP BM. TOP OF BEAM --- CHECKED BY: EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2011-027 DATE: EXIST. WINDOW EXIST. WINDOW EXIST. 1dIQ9W 12/14/2011 EXIST. WINDOW EXIST. WINDOW EXIST. WINDOW EXIST. WINDOW SCALE: NOTED TOP FF. +0'-0" ——————— -------- --------------------------------------------------------------------------------------------------------- EXIST. GRADE EXIST. DOOR PROPOSED ADDITION EXISTING RESIDENCE � /Z,- A3 of 3 LEFT SIDE ELEVATION V4" Eusebio M. Mora STRUCTURAL and GENERAL NOTES COLUMN SCHEDULE Architect Fla. Lic. #AR0011732 1 " 5 PERT, IN CONC. FILLED BLK 1 SOIL STATEMENT- CELL FROM FTG. To T.B. TYP. EXIST 8" CBS BEARING A. VISUAL INSPECTION OF SOIL INDICATES UNDISTURBED SAND AND LIMEROCK WITH AN ALLOWABLE ® NEW 8" x 8" CONCRETE STARTER BEARING CAPACITY OF 2.0 K.S.F. COLUMN W/ 2 y 5 VERTICALS 35'-10 I/2" WALL & FOUNDATION 8"X12" MIN. CONC. COL. W/ (4) y5 - - - - - - - - - - - - - - - - - - - - - - � Btu� B. PROVIDED PROPERLY COMPACTED NON-ORGANIC FILL TO 95% MODIFIED PROCTOR. ® VERT. $ "3 TIES AT 8" O/C TYP. 8'-I" .8'-II lit"01 C. OTHER AREA FOOTINGS SHALL BEAR ON SAID UNDISTURBED SAND AND ROCK SEE DETAIL Z 2-CONCRETE- COLUMN PROFILES THIS SHEET I I . . . . . . . . . . . . . . . I . I _z ckf C)A. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS. NON-STRUCTURAL SLABS ON FILL 2500 P.S.I. �8 _� J 8 JL - --- \lI I I ma ALL OTHER CONCRETE 3000 P.S.I 1 I 1 1 i - -- - - — — — - - - — - - - - - - - - - - - - - - - - - - - - - - 'I I Imo° B. TESTS: A MINIMUM OF 6 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YDS, PORTION 10 = ® - A 1O WF-20 1O A OO A WF-20 ® O A © w THEREOF, SPECIMENS SHALL BE TESTED ACCORDING TO ASTM C-39. ONE AT 3 DAYS ONE AT 7 DAYS I O O O O AND THREE AT 28 DAYS 8"X12" MIN.CONC.COL.W/l4) I I I X Q VERr. t r3 TIES AT S O/c TYP. C. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS: DZ Tl'P.AT ALL CORNERS I I I I w 7003 Southwest 63rd Avenue 84 I 1 "5 IN GROUT FILLED CELL ' I ( Qo South Miami, Florida 33143 1) CONCRETE POURED AGAINST THE EARTH - 3' r- ------ �- �_ i�— �; = ADDITIONAL (1)1 5 BAR BENT 90 • I w¢ I (305) 7 4 0 - 5 1 8 5 2 CONCRETE EXPOSED TO EARTH OR WEATHER dJ = O e CORNERS 30" LONG EA WAY i °�� . . . . . . . • # 5 OR SMALLER - 1 1/2" -------� _ I Ln z I I moraarch @ bellsouth.net 6 OR LARGER - 2° 12 x 20 CONC.FOOTING m� 3 CONCRETE NOT IN CONTACT WITH THE GROUND 10 W�2-•' CONT. NEW 4" CONIC. 5LAE3 W/ 6" x 6" 10/10 I I cjO 0 DRILL 3j" # x 6" NO 5 O W.U)"l ON 6 MIL VAPOR BARRIER BEAMS AND COLUMNS - 1 1/2" -� I N DUST t 6EBRIS POI�i �(I Ti T1� ON 95% COMP. FILL. 1 °O . • SLABS AND WALLS - 3/4" EXPOSED TO WEATHER. EPDXY GROUT't INTRODUCE "5 x 36" w LONG DOWELS. I I• w< . SEE DETAIL D1 3.FEW-ORCIING STEf3_; SOIL STATEMENT OA THIS SHEET I EXISTING RESIDENCE A. REINFORCING BARS MUST CONFORM WITH ASTM A615 GRADE 60 ( 0 — — — — — — — . ... — — —J — — — J _ — — — — — J - - - - - - - - INSPECTION Cr THE SITE INDICATES UNDISTURED I ' • / a B. WELDED WIRE FABRIC MUST CONFORM WITH ASTM A-185 AND MUST BE SUPPORTED ON SLAB BOLSTER SAND ROCK WITH A BEARINCs CAPACITY OF 20 KSF — SPACED AT 36" MAXIMUM ON CENTER THE ARCHITECT SHALL PROVIDE A SIGN 4 SEALED — — — — — — — — — — — r — — — — — — — — — — — I • . I . '01 it Aii( C.D LETTER ATTESTMG THAT THE SITE HAS BEEN OBSERVED " %° EXIST 8. CBS .BEARING .EXIST .8 CBS BEARING I, . C. FABRICATION AND DETAILING ACCORDING TO ACI 318-95 AND THE FOUNDATION CONDITIONS ARE SIMILAR TO ''�� I WALL & FOUNDATION I f WALL & FOUNDATION I Q I:= TH06E UPON WHICH THE DESIGN 15 BASED. I . . . . I . I w D. ALL ACCESSORIES MUST HAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION I I I. (, zz. I ma t �FZENAS I. I . . . . . . . . . . . - MASONRY WALLS I W o I— I I I U CONSTRUCTION �� A. ALL MASONRY WALLS SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR TO THE STRUCTURE FOOTING SCHEDULE I I I v o . . I — —.— . . . . . . . . . . . . . . . . . I . . I r i ABOVE BEING ERECTED 2D" X 12" GONG.FOOTING:W/ I I' f oo I F • • • • • I I w 3 MfAMI Sf ORES,E LORIL�A 33138 O2-05 CONT. c� r-w I ( . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . I PHONE: (305) 893-9484 B. MORTAR MUST CONFORM WITH ASTM C270 TYPE M (2000 P.S.I.) z I NJ ____ __ �p I . . . . . . . I. x . FAX: (305) 899-8062 C. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM C90, GRADE N, TYPE 1, NORMAL - ¢a I I I I I AIZENASCON @AOI.COM M WEIGHT WITH Fc=1900 PSI. MASONRY CONSTRUCTION PRISM STRENGTH Fm = 1500 PSI. m° I I I' I I I I CERTIFII'DBU11.I)IN000NTUCTORCBC060235 D. GROUT FOR FILLED CELLS, SHALL CONFORM TO ASTM C476 WITH 2000 PSI STRENGTH AT 28 DAYS. I I I I I I • . II I TITLE: E. REINFORCING: USE DURAWALL LADDER TYPE # 9 GAGE REINFORCING EVERY OTHER COURSE. USE VERTICAL N c~nQ I I I — — — — �`� — — — — — — — — — — — — — — — FOUNDATION PLAN REINFORCING BARS AS SPECIFIED ON THE PLANS AND GROUT FILL BLOCK. WF-20 _ 20" w I I w\ Q • • — — — — — — — — — — — — — — — — — — — — — — — — 5.WOOl7 I. I DRILL 3ji'1 x WHOLES,REMOA I • • I EXIST 8" CBS BEARING B 30" x I6° coNC.FTG W/4-�5 CONT, c W/ ly 5 I I I DUST t DEBRIS POUR H44 STRENGTH © WALL & FOUNDATION A. WOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE O CR066eAR s 24" X.PROVIDE DOUBLE I EPDXY GROUT t NTRODUGE 05 x 36' I T REQUIREMENTS. SUBMIT SHOP DRAWINGS BEARING THE SEAL OF A PROFESSIONAL ENGINEER WITH LAYER OF STEEL.TOP BOTTOM. ( I I ° LONGDO0.EL5, FLORIDA REGISTRATION. I I m ------- I I. I I o 0 B. ALL WOOD MEMBERS MUST HAVE A MINIMUM OF Fb = 1200 P.S.I. I m0 I M I 30" x 16" CONC,FTG j . . . . . . . . . . I V„z I IL I W/4-15 CONT. e W/115 CROSSBAR w m° I I LAYER PROVIDE TOP°4BE DOUBLE C. ALL AO WOOD-PRESERVERS CONTACT ONCRE E, MASONRY, OR LATH SHALL BE PRESSURE TREATED AS PER THE T -_ —_ I I I �� - w WF-30 I O I e a 6.STRUCTURAL STEEL 3�•• I I. I w I® I Gn D ASTMPA-36LTUBE SECTION OCOLLUMNS I TO CSONFORM WT HD ASTM A 500 GRADE ROLLED SECTIONS SHALL BE - I I, B. BOLTS MUST CONFORM WITH ASTM A-325 I I I' I I I (/NEW lU1"1000NC.IL va�PO��aRRI��n0 —� C. PROVIDE TWO SHOP-COATS OF RUST INHIBITING PAINT. FABRICATION AND ERECTION SHALL BE { I ON 95q• COMP.FILL. I a ACCORDANCE WITH AISC SPECIFICATIONS I'. .... • 1 1 I I EXISTING RESIDENCE - 7.SLABS ON 19U., f' EX15T 5L< WALT. BEYOND 1 .I . . . . . . . . . . . . I. . I I s° I N A. TO BE PLACED ON CLEAN, NON-ORGANIC SOIL THOROUGHLY MOISTENED IMMEDIATELY BEFORE CONCRETE IS POURED. CONCRETE IS TO BE PLACED ON 0.006 IN VISQUEEN VAPOR BARRIER, SLABS ARE TO BE PLACED IN A "CHECKERBOARD" SEQUENCE. EACH SEGMENT OF WHICH IS NOT TO EXCEED A D� I I I ° I® • • —� MAXIMUM AREAS OF 325 SQ. FT. OR 30 LINEAR FEET IN ANY ONE DIRECTION. I..... 1 I S3 . . . zz LLJ NEW 8"x 8" CONC, TIE COLUMN W/ (2) y 5 . . . . . . . . ( I 8.APPROVALS rf i I i VERTICAL d y 3 HOOPS 9 12" O.C. I I I m a I I I I mz 3 Io Ie o A. SUBMIT SHOP DRAWINGS FOR ITEMS 3&5 AS ABOVE ( .'.. } I 1..... ....1 �° z B. SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOVE 1. '..'.I...'.. 1 I DRILL 3/4" 0 x 6" DOLES, REMOVE DU5T d DEBRIS, POUR HIGH 5TRENGTH J I I 30" x 16" CONIC.FTG I 1 I y I cn J W/4 PROVIDE DOUBLE BAR ♦,� r EPDXY GROUT INTRODUCE 5 x 36 ,<¢ I M I • �,J J 9.COOFlDAVAl10N LONG DOWELS. I I w I LAYER OF STEEL.TOP t BOTTOM. ,� A. COORDINATE ALL DIMENSIONS, ELEVATIONS AND OPENINGS WITH ARCHITECTURAL, ELECTRICAL AND f l I I I I O "� C7 MECHANICAL DRAWINGS REPORT ANY DISCREPANCIES TO OUR OFFICE. (..... '.'.'.'.'.'.I I ILE L DRILL 3/4'0 x 6'HOLES,REMOVE B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWINGS AND AT THE JOB ...., : I. �m >�r Cd SITE AND IMMEDIATELY REPORT ANY INCONSISTENCIES TO THE ARCHITECT PRIOR TO FABRICATION I I I' I EEPDXYDGROUT t IIN�TROHDUUCCE'Tf5 x36' I O El I ,� .... ........... .. n �_ _ — — — — — — — — — — — — " I I' LING DOWELS. © EXIST 8 CBS BEARING C. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING, OF ANY DISCREPANCY IN ""' <F- oI . . I ALL & FOUNDATION THE DRAWINGS OR INCONSISTENCIES WITH ANY AND ALL APPLICABLE CODES OR REGULATIONS, PRIOR TO 3" GLEAR L" I I — — — — w — — — — — — — — — — — — — — — — —� ANY ACTION ON HIS PART. FAILURE TO DO SO WILL MAKE HIM RESPONSIBLE AND LIABLE UNDER HIS 6" mz �.,� El' I 0 W (A CONTRACT. . . . . . . . . . . . . . . . . . . . . . . . . . _ //�� 4X[ST, CONi FOOTING NEW 12" X 20" CONC. FOOTING: �O ( . . . . . . I V �J CO FTG. CONNECTION DET. 1� w I . . . . . . . . • • . I I 0 . AT EXISTING TO NEW FTG .I . . I. . l z 2--. . . . . . . . . . . I ' I �o • • I I I w° . . . . . . . . . . . . . . . . . . . . . . . . . . . I w< c ExISTlrlrs 8"x 12" GONG.TIE BEAM m o I m o DOWEL t EPDXY GROUT•5 VERT. I I . . . . . . . . I. ` . . . . . . . . . . . . I BAR INTO EXIST.CONC.TIE 5M.4"MIN o . . . . . . . . EXITING RESIDENCE. . . . . . . . . . . . . . I I m o C) I w I �4 • • PROECTIONGAGANST SUBTERRANEAN ONSERMI TERMITES PER ENT I I I • ��. I o0_3 O Cd j FBC 1816.1.7. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED �J I I L imp TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL I . . . . . . . . . . . . . . . . . I. w�. I xQ ,�{ COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: I I I I w3 Q W Q E BUILDING HAS RECEIVED A COMPLETE FOR THE PREVENTION I EXISTING 6" CONC.BLK PROVIDE 1 0 5 OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH I I I I L.L U Z VERTICAL DOWEL t GROUT FILL EACH CELL THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT I w w O� AGRICULTURE AND CONSUMER SERVICES." I I I ow Ow_Q I . I t- a THESE PLANS, DOCUMENTS &CALCULATIONS I I. �. - - - - -. - - - - . - - - - -. - - - - .-. - - - - - - - � DRAWN BY: ARE BEING PREPARED IN COMPLIANCE WITH I I I RJT II - THE FBC 2007 /2009 SUPPLEMENT I EMM II I' - - - - - - - - - - - CHECKED BY: � � — — — — — — — — — — EXIST 8" CBS BEARING WALL & FOUNDATION I ATTACHMENT NO.: I I ATTACHMENT# DRAWING FILE NO.: EXIST 8" CBS BEARING L - - - - - - - - - - - - - - - - - - - - - - - - - J I 2011-027 EXISTING 10"x 16" CONC.FTG WALL & FOUNDATION L - - - - - - - - DATE: DOWEL INTO EXIST GROUT CONC.FT5 VERT.MIN " � 12/14/2011 — — — — — — — — — — — — — — — — — — — — — — EXIST 8 CBS BEARING • ' WALL & FOUNDATION SCALE: NOTED D2 D ET I L 3/-&+� SHEET NUMBER: S2 NEW GROUT FILLED CELL FOUNDATION PLAN 1/4" S1 OF 4 EU8eblo M. Mora 1211 Architect Fla. Lic. #AR001 1732 0 3 HOOPS 45" 411 CA 0. D3 III II I I I EXISTING 8' CONC. BILK. RESID. MASONRY STRUCTURE Ila TE3-1 T8_1 T-O"Alf T-0'AF;r- - — - — - — - — - — - — - IT I V4 3 HOOFS 12 O.Cf TYP-) zf� Ill II LJO 84 4 .832 K -avity 411 VUE"(SALV.HUIRR STRAP MTL. CJ .720 K lift t- - — - — - — - — - — - ocn 5-A6)-10d T 0 NV517 -16 N� LED@ EA TRza Ill II $ Col;;NERS BARS, 30" EA LEG W AILS TI­fa;PLAT: 4 1 -1 01� Ill II W (13)-10d I�AILS Tk;?L MTL. P. 832 Gravity V 20 LO L,:x 3 HOOFS BALANCE -9 4a" O.C.(TYFd 720 1 Uplift - — - — - — - — - — - — - - lil II P5DVIDE I-ArERAL 2" X 611 8" CONC. BL< WALL 4 TIE BEAM WE) BRACIN1 4 1`11061' 141 - - - - - - - - - - - - 2" 4 :,ONT.HC 11,BRACt 13 TOP 111 7003 Southwest 63rd Avenue !9 50T.GI-Ii011RD6 AILED W,'i 2)-1&1 x E,414 PANEL POINT - — - — - — - — - — - — - — --I- South Miami, Florida 33143 832 1 Gravity EXIST. ROOF TO REMAIN 1 1 (305) 7 4 0 - 5 1 8 5 IL--_ 0- 720 1 Uplift moraarch bellsouth.net .832 K Ravity .720 K Uplift — — - — - — - — - — - — - II DETAIL 1-1/2 .1D CXET Ci I B:LOW TIE 13M. CORNER DETAIL I — - — - — - — - — - — - 7 Irmo— - — - — - - 21 0_R__4 1! - — - — - —- - — - — - — - - Lj 'STRq 0 C ARENAS L1/4 Ll/4 OR OV) Z-20 OR CANT. >_ _< I OV) CONSTRUCTION WHICHEVER 13 GREATER WHICH EVE IS GREATER — - — - — - "C" BAR -C,0:: 00 00 F— ;2! 2:�Q LU "E" BAR 0 2�_, 10690 NORTHEAST 11 COURT (n < TOP BAR TOP BAR < W1 I F_ r=:2 %kW SIIORE� FLORIDA 33138 X X61 — - — - — - --t-1- - --------------- ---------- Lj III IONE: (305)893-9484 ------- ------ Lljc� I TB I EXI S - — - — - — - — - — - TINI 8" CONI RAK�V Tl� FAX: (305) 899-8062 RESID. MASONRY STRUCTI)RE -T-I I — — — — — — — — — — — — — — -j CERTIFIED B'dWh\,G CO\TR-ACTOk CDC 060235 - BOTTOM 24 BAR DIA. L-BOTTOM BAR BOTTOM BAR-----' — - — - — - — - — - - - — -STD. HOOKS STIRRUPS AS SCHEDULED TITLE: THRUOUT 1 1/2- COVER ALL SIDES EXIST. ROOF TO REMAIN /Ilk Ll L2 - - — - — - 1.69 K " it ROOF PU44 t 'BARS ARE TOP BARS AT NON-CONTINUOUS ENDS, p /1E 'BARS ARE TOP BARS OVER RIGHT INTERIOR SUPPPORTS. _!3.32 K TYPICAL BEAM DIAGRAM TOP BARS CALLED FOR AS CONTINUOUS, WHEN SPLICED, 0,624 K Gravity SHALL BE SPLICED IN THE MIDDLE THIRD OF THE SPAN. I Id /0.600 K Uplift LI En 5LO EE 4" I 111 \> 1/411 per L M141. _4 > T_ I I LIJ r- Lij - — - — - — - — - — z x jz 41 �%) . 101L I III "I CONCRETE BEAM SCHEDULE JC1 0 ."1 M. SIZE REINFORCING STIRRUPS . h 3 7 MARK .ELEV Bw X H' TOP MID. BOTT. TB-1 all X 1211 +IBI-011 4- 1`3 9 12" AT CCI�NER5 2- # 5 ---- 2- 05 D1 4 48" O.C. ELSEWHERE 4- 03 Q 12" AT CORNERS S3 0,624 K Gravity 11. ,9 K Gravi TB_2 a" X 12" +c31-411 2- 05 ---- 2- 05 4 46" O.C. ELSEWHERE /0.600 K Uplift 13.32 K Uplift) TB-3 a,, x 12,, +10'-0" 2- 05 ---- 2- 10 5 4- 03 0 12" AT WRNER6 - — - — - — - — - 4 46" C.C. ELSEWHERE 4' 4- *3 a 12 11 AT COMERS 5LOPEE TB-4 a" X 12" +12'-0" 2- 05 ---- 'e 5 1/411 per rL m In. 4 48" O.C. ELSEWHERE F/ -- - - - - - - - - -_i— PROVIDE (2)•5 30" X 30" CI BARS AT ALL BEAM INTERSECTIONS EXIST UJO. BM TO REMAIN- MAINTAIN MIN b" z _all 5EARIW 4 WRAP TRU-58 IN 300 FELT 10 NEW O.H. CONC. BEAM LOCATION. DRILL 3/4" 0 x b" POLE5, REMOVE EDUST 4 DEBRIS, POUR HIGH STRENGTH PDXY GROUT 4 INTRODUCE 0 5 x 30'' TRUSS CONNECTOR SCHEDULE (oil LONG DOU)EL5, - - — - — - dz:) 7- LATERAL LOAD CAPACrrY 2'-ro x Cd UPLIFT CAPACIT( OV) &NJ V TOP 5M U I _'�IS ING MARK FASTENER 'A' NOA mo:� - — - — - — - — - (LBS.) To WALL To W& ------------ i I - I I F�_XIST I T F3 T ro- 10d N IL5 x I 1/� RESIP. MASON IRY STRUqTURE I zrn P= < XA"-E26 A IN 2658 1575 2175 09-0721.05 0 'NUVW 6- 10d NAILS x 1 1/211 - - - - - - -- F DOUBLE STRAP g0%PAN b L-% 0 k ToO I. = '`V TOP TIE BM % LO 6i _4 0 WSTA-16 TWZ 65AT PLATE 4 1783 950 1430 09-0721.05 W SINGLE STRAP 13- 10d NAILS INTO 7R,165 EXIST. ROOF TO REMAIN INUI 1- 1/4' x 2" TAI U NEW CONCRETE BEAM 1 (5 1-= NVRT-36 INTO CONC.BEAM 4 - — - — - — - — - — 856 08-0326.11 EXISTING CONC. TIE eIFAM. cc INGLE RAFTER 5- I(od NAILS INTO TRL158 > 00 TIE Cc T__ DETAIL 3/4" NEW TIE BM. TO EXISTING - - - - - - EXIT. RC OF T� REMAIN— — — — -- 0) WIND DESIGN CRITERIA 5/all r_DX 4-- cd -t WIND FARAMETER5 A.6.Cr= 1-05 BUILDING CATEGORY 11 Exp. I PLYWOOD EXISTING CO < VISTING ION 0 TRU' TJR�E ST RUC I­_ z LL Y = 14ro M.P.H. I = 1-00 — - — - — - RE ONJRY S R+!E J ��AS — — — — _�ES . MASON 0 C�d PIING S�_IANf< Y HEIGHT= 15' KCI . 0,130 NAILS 19 ro" O.C. I a- 0 0.18 055 at I Terrace Uj ROOF [);=AD LOAD z 25 F5F. CONC, BEAM - — - — - — - — - —- - Q. ROOF LIVE LOAD = 30 PSF. SEE PLAN L DRAWN BY: NET UPLIFT LOAD = 44.1 P61I (ZON!E 2 4 3) MINIMUM 2x8 L RJT NET UPLIFT LOAD z -38.4 PEr-. (ZONE 1) CHECKED BY: 2-16d NAILS EMM NOTE:ALL WOOD MEMBERS SHALL BE SOUTHERN YELLOW PINE#2 OR BETTER. AT FACIA. TY10. ATTACHMENT NO.: ATTACHMENT# ROOF NOTES: DRAWING FILE NO.: PROVIDE 518"CDX EXTERIOR PLYWOOD ROOF SHEATHING W/8d RING SHANK FLYU)COD 2011-027 NAILS @ 6-O.C.,TYPICAL. EDGE PLYWOOD EDGE DATE: 12/14/2011 a�d RING 5+­IANK s 411 NAIL BOTH SCALE: PANELS AT NOTED WOOD TRUSS _= LAP END TYP, SHEET NUMBER: 7Z SEE PLAN AD3 PLYWOOD NAILING PLAN ROOF FRAMING PLAN 1/4" 820F 4 �,32 NOT TO SCALE Eusebio M. Mora Architect Fla. Lic. #AR0011732 T IT uo 7003 Southwest 63rd Avenue South Miami, Florida 33143 (305) 740 - 51 85 moraarch @ bellsouth.net ARENAS 30M FELTT oN ON GCDX"I EXTERIOR CONSTIZL.ICTION GRADE PLYU1000 SHEATkING (TYP.) NAILED LU/ 8d NAILS 6" O.C. 0 INTERIOR PANELS 4 10d NAILS a 4" O.C. 10690 NORTHEAST 11 COURT AT PERIMETER 1 EDGE5. MIAMI SHORES, 110MDA 33138 NUI/UE NVHTA-26N NERVY DUTY ANGI-FOR I't ION E: (305) 893-9484 W/ DOUBLE NYTH30 STRAP/20 GA SEAL FAX: (305) 899-8062 W/ (6)-10d x 1%" NAILS TNRU SEAT d ARENASC:ONCG?AOL.C:OM W/ OW-10d x I I~p" NAILS THRU DOUBLE MTL. Ca TER)R)BUILDING CONTRACTOR CDC 060235 STRAP. INTO TRUSS. UPLIFT CAP. 2658" NOA-09-0121.05 TITLE: ADDITIONAL "NUVUE" NVRT TWISTED RAFTER TIE WALL SECTION W/ (1) 1/4" x 2" TAPCON5 INTO CONC. BEAM W/ l5)-16d NAILS INTO WOOD TRU55 3"x3" (26 GA)GALV.MTL.DRIP NAILED 4" O.C. UPLIFT CAP. aa6o# NOA-08-0326.11 1" x 2" PT. U100D STRIP Slope 1/4" per ft 3"x3"(26 GA)GALV.MTL DRIP NAILED 4" O.C. 2" x 8" WOOD FASCIA "NUVUE" NVHTA-2614 HEAVY DUTY ANCHOR I" x 2" PT. WOOD STRIP W/DOUBLE N H30 5TRAP/20 GA SEAT G G 2" x a" WOOD FASCIA o W/l(o)-10d ;x M" NAILS THRU SEAT ! W W/(1a)-lod x 11/2" NAILS T14RJ DOUBLE MTL, STRAP, INTO TRUSS. j UPLIFT CAP,26580 N04-09-0121.05 0 N PROVIDE,g5TUp0�0�1055 ON PAPER BACKED W Will/ Rr//5 I I�70 SpD��WD, 0. ELE:=+ li'-411 a FLASHINCs 3 COUNTERFLA5441NCs >n_41 I I TOP OF TIE BEAM 1 •5 VERTICAL BARS 0 24" O.C. gg (( I ul . EPDXY EXISTING TRIUBEAM.IN. fNTOl WOOD I55SC�2PO.G. 2 5 Slope 1/4" per ft 4" CONT.VINYL SCREEN VENT R-30 BATT OR 5LOli1N INSULATION PROVIDE STUCCO ON PAPER BACKED 1/2 DRYIIIALL ON I X 4 WD. T91. T aRU55 lU/8d ILS G OR META_ FURRING STRIPS OF WD, AT I6" O.C. TYP. Y I"X4" P.T. CONT. FIRE STOP, EXIST. R-19 GATT OR i " i a"X12" CONC. TIE BEAM W/(4) BLOUA�I INSULATION 4-,� ' 05 CONT. t ADDITIONAL (l) • 5 TOP SOT. BENT 90 a CORNERS 30" p E fST. DDJ��0��153t�jT � MAI�N • PROTECTION CCCCPONC. EMBDETIENT. LONG EA, WAY W/ 3 TIES 48 O.G. Z 1=X15T. J015T OVEBA��TREMOD Ap EXIST. 1"X-411 P.T. CONT, FIRE STOP, 1 • 5 VERTICAL BARS @ 24" O.C. G7 O EPDXY GROUT 6" MIN. INTO EXISTING TIE BEAM. z W IE EXISTING 61IX12" CONC. TIE BEAM 0 0 EXIST. 1/2" DRYWALL 4 O aW 80 EXISTING 6" CONC. BLOCK LUALL. o a CONC. BLOCK WALL. TYP. W/ "DURAWALL" ++' 9 GA. HORIZONTAL TRUSS TYPE REINFORCEMENT T EVERY OTHER COURSE, aj 1/2" DRYWALL TAPED ON I"X 2" P.T. it EXIST. 1/1" DRYWALL .5 ,L WD. FURRING AT lro" O.0 TYP. v EXIST. R-3 BATT INSULATION 0) R-5 GATT OR BLOWN INSULATION � � 0) EXIST. 4" HT. WD. BASE TYP, 4" HT. U D. BASE TYP, L EXIST. 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT I Q : II 4" CONC, SLAB W 16"X6" 010/10 Z EXIST. 4" GONG. SLAB W.W.M. ON 6 MILL VISQUEEN YAP. BARRIER ON 95io COMPACTED FILL U EXIST. MASTER BEDROOM II PROPOSED FAMILY ROOM _ o ~ `� � ELE:=- 01 DRAWN BY: X X X _ X_ X. X X. X X X X. X X X FIN, FL, CONC. SLAB RJT CHECKED BY: �3RADIr EMM ATTACHMENT NO.: III—III—III ! _ _ ATTACHMENT# DRAWING FILE NO.: EXISTING CONCRETE FOUNDATION e • •— — — e — - — e • 2011-027 — 30" x 16" GONG.FTG s e/24" OCPROVIDEODOUBLE BAR DATE: LAYER OF STEEL TOP t BOTTOM. 12/14/2011 SCALE: NOTED 30" SHEET NUMBER: Q1 WALL SECTION 3/4� S3 OF 4 j� /� � f EU8ebio M. Mora Architect Fla. Lic. #AR0011732 7003 Southwest 63rd Avenue South Miami, Florida 33143 (305) 740 - 51 85 moraarch @ bellsouth.net ; STR .�', ARENAS CONSTB_UCTION 10690 NORTHEAST II COURT MIAMI SHORES, FLORIDA 33138 III IONE: (305)893-9484 FAX: (305) 899-8062 ARENASC0N9A0L.00M CERTIHED BU➢.DQvG CONTRACTOR CBC 060235 TITLE: WALL SECTION in 0 w w a 0 BUILT-UP ROOFING ON TIN CAPPED 30+FELT ON 5/8" "CDX" EXTERIOR GRADE PLYWOOD SHEATHING (TYP.) NAILED W/ Old NAILS 6" O.G. is INTERIOR PANELS t 10d NAILS is 4" O.C. BUILT-UP ROOFING ON TIN CAPPED AT PERIMETER EDGES. BUILT-UP ROOFING ON TIN CAPPED "NUVUE" NVRT24 (14 GA)GALV. 30*FELT ON 518" "CDX" EXTERIOR 300 FELT ON 5/8" "CDX" EXTERIOR RAFTER TIE W/ (5) II NAILS a EA GRADE PLYWOOD SHEATHING (TYP.) GRADE PLYWOOD SHEATHING (TYP.) WD. JOIST 4 W/ 1-1/4"x 3" "TAPCONS", EA STRAP NAILED W/ Sd NAILS 6" O.C. g "NUVII GALV. PURR. STRAP < MTL. NAILED W/ Sd NAILS 6'" O.C. 0 ANCHOR TO EXISTING CONC. TIE BM. INTERIOR PANELS 4 10d NAILS 9 4" O.C. SEAT • NVSTA-16 NAILED 0 EA TRUSS REMOVE STUCCO EXIST. TIE BEAM. AT PERIMETER EDGES. W/ (ro)-10d NAILS TNRU PLATE d INTERIOR PANELS E 10d NAILS g 4" O.C. W/ (9)-10cl NAILS Ti MTL. STRAP. INTO TRUSS IN PERIMETER EDGES. 2" x 8" WOOD ROOF JOISTS 11 24'" O.C. "NUVUE" GALV. HURR STRAP � MTL. 3"x3" (26 GA)GALV.MTL DRIP NAILED 4" C.C. SEAT + NVSTA-16 NAILED a EA TRU55 e Slo 1/4" per ft W/ (6)-10d NAILS TNRU PLATE 1 P P Y W/ (S)-Tod NAILS TNRU MTL. STRAP. INTO TRUSS ' Q Exist.2 X 8 @ 24"OC. g 3"x3" (26 GA)GALV.MTL.DRIP NAILED 4" O.C. 2 X 8 24"OC. LU -- ELE:-4 V-0"�, ELE:_+ 9 -0 TOP OF TIE BEAM I" x 2" PT. WOOD STRIP t• TOP OF TIE BEAM 1" x 2" PT. WOOD STRIP `T p 2" x 6" WOOD FASCIA TO MATCH EXIST 2" x S" WOOD FASCIA TO MATCH EXIST ��.� � i� ! Z 7 MM EXIST. R-19 BAtt OR 2 4" W. CONTINUOUS SCREEN VENT -01 '` 1/2" DRYWALL ON I"X 4" WD. -. BLOWN INSULATION 4" W. CONTINUOUS SCREEN VENT 1 OR METAL FURRING STRIPS AT Q� SMOOTH STUCCO ON PAPER BACKED I 2'-0" AT 16 O.G. TYP. d t0B PP M 3I � O 'Q EX JO 5t T MA �pR GALV. MTL. RIBBED LATH O.H. (TYP. I 2" x 8" WOOD ROOF JOISTS 6 24" O.C. SMOOTH STUCCO ON PAPER BACKED O.H. (TYP.) R-19 BATT OR BLOWN INSULATION I PROTE TION OF CONC. EMB DEMENT. 1/2" SMOOTH STUCCO R-19 BATT OR BLOWN INSULATION GALV. MTL. RIBBED LATH xx1ST JO(g rr Oyy��RI-TANG TO BE CUT W r� 1"X4" P.T. CONT. FIRE STOP. �AGK t REMOVED 1/2" SMOOTH STUCCO I ( 1 M $ VERTICAL BARS 9 24" O.G. qrj 8"X12" GONC. TIE BEAM W/(4) EPDXY GROUT 6" MIN. INTO 05 CONT. 3 ADDITIONAL (1) + 5 TOP EXISTING TIE BEAM. Q i 1/2" DRYWALL ON I"X 4" WD. I ! SOT. BENT 90 Q CORNERS 30" I 0 OR METAL FURRING STRIPS LONG EA. WAY W/ + 3 TIES 48" O.G. EXIST. I/2" DRYWALL O AT 16" O.C. TYP. .4- EXISTING 8"X12" CONC, TIE BEAM I EXIST, 1"X4" P.T. GOVT. FIRE STOP. 8 � E_ 8"X12" CONIC. TIE BEAM W/(4) g Cc 2 05 CONT. e ADDITIONAL (I) +5 TOP 8" CONC. BLOCK WALL. TYP. W/ "DURAWALL" I 0 d SOT. BENT 90 is CORNERS 30" LONG EA. WAY W/ +3 TIES a 48"' O.C. 9 GA. HORIZONTAL TRUSS TYPE REINFORCEMENT a EVERY OTHER COURSE. 4 4 +3 TIES a 12" O.G. o EA. END I 0 1"X4" P.T. CONT. FIRE STOP, 8" CONC. BLOCK WALL. TYP. W/ "DURAWALL" HOR. TRUSS EXISTING 8" GONG. BLOCK WA TYPE REINFORCEMENT m L L. c EVERY OTHER COURSE o ad 1/21' RYWALL TAPED 1/2 DRYWALL TAPED ON 1 X 2 P.T. WD.FURRING A I&" O.0 O TYP. 2 P.T. I EXIST. 1/2 DRYWALL C _ WD. FURRING AT 16" O.0 TYP, R-5 BATT OR BLOWN INSULATION EXIST. R-3 BATT INSULATION O Z I R-5 BATT OR BLOWN INSULATION LU 41144T. WD. BASE TYP. EXIST. 4" HT. WD. BASE TYP. p� II 4" HT WD. BASE TYP. I 1/2" EXPANSION JOINT I EX15T. 1/2" EXPANSION JOINT ° — 1/2" EXPANSION JOINT I 4" LONG, SLAB W/6"X6" +10/10 DRAWN BY: II I W.WM. ON .Oro MILL VISQUEEN I� EXIST. 4" GONC. SLAB RJT 4 CONC. SLAB W/6 Xro *10/10 ON 95�o COMPACTED FILL CHECKED BY: U W.W.M. ON .Oro MILL VISQUEEN _ U I EMM 9 II ON 95go COMPACTED FILL MASTER BATH I� EXIST. MASTER BEDROOM ATTACHMENT NO.: ,_6 ELE:_- 0'- 0 ELE:=- 0 - 011 �n FIN. FL. CONC, SLAB Q x x— FIN. FL. CONC, 5LA5 Q I x x x x x x. - . x x. AT TACHMENT# GRADE II tP, x,- -x . x x GRADE x x. ! x. x x. x DRAWING FILE NO.: 2011-027 12" X 20" CO IC.FTG I 12" X 20" CONIC. FTG EXIST. 12" X 20" I DATE: — I I—I I—I I— III=I — Ed — 1- W/ 2-45 CONT. — W/ 2-"5 CONT. — CONC. FTG. =1 I I-1 1 I—I I I— =1 I I 1214/2011 —I I I—III-1 I I—I I ° • I-1 I=I SCALE: NOTED II — III— = SHEET NUMBER: 1=1 11=1 11=1 11=1 WAIL. SECTION 3/4" WALL SECTION 3/4" C �� S4 OF 4 D2 D3 34 � Eusebio M. Mora AIR CONDITIONING SPECIFICATIONS NEW A/C (NEW) Architect Fla. Lic. #AR0011732 1 THE WORK THAT 15 TO BE DONE UNDER THIS HEADING INCLUDES THE 11 VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER Cpl �P. IT AC-2 FURNISHING OF ALL LABOR,MATERIALS, EQUIPMENT, PERMIT,FEES, RECOMMENDATIONS TO ELIMINATE ANY EQUIPMENT NOISE FROM ON 4'(SEE EQUIP.UIP.SCHEp) SLAB -_ INPECTIONS, TEST, INSURANCE, ETC. REQUIRED FOR THE COMPLETION BEING HEARD. I I I I OF THE AIR CONDITIONING SYSTEM SHOWN ON THE DRAWINGS AND/OR 12 CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMMODATE I LISTED BELOW. THE WORK UNDER THIS DIVISION AND REPAIR ALL FLOORS, ETC. II 2 CONTRACTOR SHALL VISIT THE 51TE TO BECOME FAMILIAR WITH ALL DAMAGED BY SUCH CUTTINGS. ALL WORK DONE UNDER TH15 IWWW AC-�== I ue EXISTING CONDITIONS AND SCOPE OF WORK. CONTRACTOR SHALL HEADING MUST CONFORM IN EVERY RESPECT TO FINISH AND SUBMIT ANY DESCPANCIES TO ARCHITECT-ENGINEER FIFTEEN 05) QUALITY MATERIALS AND WORKMANSHIP SPECIFIED UNDER RE APPROPRIATE SECTIONS FOR THE BUILDING. 17 DAYS PRIOR TO BIDS. THE NATURE THIS PROJECT INVOLVES THE ------- REMODELING OF EXISTING FACILITIES. 13 GUARANTEES: O INTERRUPTION OF EXISTING FACILITIES AND / OR SERVICES SHALL A ALL COMPRESSOR MOTORS ON NEW EQUIPMENT FURNISHED UNDER DROP CEILMG j o 11'-0 AFF. I I 3 THIS CONTRACT SHALL HAVE A 5 YEARS PRODUCT GUARANTEE FROM KEPT TO A MONIMU l AND THE CONTRACTOR SHALL FURNISH ALL I DATE OF START-UP. MATERIALS REQUIRED VHENEVER TEMPORARY CONNECTIONS ARE 8"x10"3W OD I EXp3T, NECESSARY TO MAINTAIN CONTINUITY OF SERVICES. COORDINATE ALL CLOSET 1' 150 CFM BEDROOM I 2 CAR GARAGE S CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKI`1ANSHIP I I __ I INTERRUPTIONS OF SERVICES WITH THE OWNER'S REPRESENTATIVE. FREE FROM DEFECTS FORA PERIOD OF NOT LESS THAN I YEAR FROM MASTER BATH ��....�. .. I DATE OF ACCEPTANCE. 1 4 VENTILATION DUCTWORK SHALL BE GALVANIZED STEEL WITH GAUGES, 6'x8 IW CO _ ___ __ I..... ..81�.. LEX.................... I DUCT CON5IUTION5, BRACING AND SUSPENSION IN ACCORDANCE WITH 14 TESTING: THE RECOMMENDATIONS SET FORTH IN THE LATEST EDITION OF THE A ALL REFRIGERANT HIGH SIDE PIPING TO 3+aO P51G LOW SIDE 70 150 GR-1 _ I CONNECT NEW I 7003 Southwest 63rd Avenue 4 m FL FLEX.DUCTS To I Florida 33143 ASHRAE GUIDE AND SMAGNA STANDARDS. DUCT SIZES SHOWN ARE PS1G AFTER TESTING EVACUATE SYSTEM TO 213" MERCURY GAUGE EXIST.RIGID DUCT ;; I South Miami, °AIRSIDE'" DIMENSION. VERIFY EXACT LOCATION OF DUCT WITH PRE65URE WITH VACUUM PUMP.HOLD FOR 25 HOURS WITH PUMP OFD I REFRIG.LINES _ I I 1 (305) 7 4 0 5 1 8 5 RESPECT TO STRUCTURE BEFORE FABRICATION. BREAK VAGCUM WITH REFRIGERANT. I ® i-3/4"CONDENSATE LINE moraarch @ bellsouth.net IIO m I. 5 FLEXIBLE DUCT SHALL BE SELF-SUPPORTING ALUMINUM CON5TRUTION B BALANCE AIR SYSTEM TO DELIVER QUANTITIES AND EACH OUTLET I I: j 10':X 12"RAG. O I VIA 4"CLEARM603.13 ANCEARaND WITH 1' THICK BLANKET TYPE INSULATON WITH EXTERIOR VAPOR WITHIN 5 PERCENT USING A.A.B.C. PROCEDURES AND TESTS SUBMIT AIR I I: r W AHU'S PER FBC BARRIER PROVIDE SPIN COLLAR WITH DAMPER AND EXTRACTOR BALANCE TEST RESULTS FOR APPROVAL PRIOR TO FINAL INSPECTION. EXW I WHERE FLEXIBLE DUCT 15 CONNECTED TO RECTANGULAR DUCTWORK. 15 REFRIGERATION SUCTION PIPING SHALL BE INSULATED LATH 3/4" rEF•� BATH I PROVIDE A CUT SWITCH OFF m INCOAFELX. ARMAFELX INSULATION MAY ONLY BE USED IN NON-PLENUM EXHAUST FAN Y.M ROOF(Tff-U I OVER UNIT TO W( SIGNALED BY 6 AIR CONDITIONING SUPPLY AND RETURN DUGTWOF;IG SHALL BE 1-1/2 DI 4 DIA.GALY.METAL(26 C:A) I OVER FLOW SWIrCN s DRAIN 181 LISTED. CLASS 1' AIR DUCTWORK SHALL BE AREAS. FINISH WHERE EXPOSED WITH 2 COATS OF WHITE LATEX DUCT• NUTONE OR ECxlAL.15 Gtr . D I AIDC DRAIN PpN 3"LA1�,ER R-6 FIBE1�sLA5S U.L. L ED FABRICATED IN ACCORDANCE WITH 5M.A.CN.A. STANDARDS. PAIN ALL A5 PER MANUFACTURER'S INSTRUCTION. THAN A.H.U.11/2"DEEP(DRAIN ) VDRRW/i��D t t I THICK W/SECONDARY PRAM LINE 16 ALL REFRIGERANT PIPING SHALL BE TYPE "K" HARD COPPER TOGETHER 1 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID I L DUCT(26 GA) INTERFERENCE WITH THE PROGRESS OF CONSTRUTION AND ITS STRICT WITH WROUGHT COOPER SOLDIER.FITTINGS JOINTS SHALL BE MADE WITH 1 4 13AGKDRAFT DAMPER COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. SILVER SOLDER OR "51LF05" ALL CONDENSATE DRAIN PIPING TO BE EXIST. I xUS IW AS PER FBC MI5011 SCHEDULE 40 TYPE 11 HIGH IMPACT PVC WITH SLIP JOINT FITTING OF 1��DIF�ISER j OT LAUNDRY STR11 S VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION THE SAME MATERIALS WITH AN APPROVED SOLVENT INSTALLED IN A I OR INSTALLATION. MANNER RECOMMENDED BY THE FITTING MANUFACTURER �1 so8 CD A AFZENAS 9 SUBMIT SHOP DRAWING OF ALL MATERIALS AND EQUIPMENTFOR 11 DUCT MOUNTED SMOKE DETECTORS SHALL BE EDWARDS G5 MODEL No EMT. o 11 IE APPROVAL PRIOR TO FABRICATION. 62646 IONIZATION DETECTOR OR APPROVED EQUAL. DETECTOR TO BE MASTER BEDROOM _ CONS TRUCTION im OBTAIN FULL INFORMATION REGARDING PECULIARITIES AND LIMITATIONS INSTALLED PER UL268A DETECTORS SHALL COMPLY WILL ALL v 14"m FLEX PROGRAMMABLE T ® o O -. OF SPACE L INFORMATION FOR INSTALLATION OF THE EQUIPMENT AND REQUIREMENTS LISTED ON NF.P.A. 90A AND TIED TO FIRE ALARM SYSTEM. w i THERMOSTAT p 10690 NORTHEAST 11 COURT MATERIALS UNDER GONTRACTPROVIDE° READY ACCESSIBILITY 1 NEW 24" x 10" RIGID DUCT, R-6 RILLY LOUVERED MIA,'u1 SHORES, 1LOMDA 33138 TO DAMPERS, VALVES AND OTHER APPARATUS, INCLUDING ANY DOOR E I BATH I'F ION H E: (305) 893-948-4 PART OF SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE FAX : 89 AND OPERATIONS. EQUIP• ARENASCONCEP AOLCOM I TEF-� CERTIFIED EWING CONTRACTOR CDC 060235 WAALL DIFFUSER � EXIST.EXHAUST 150 CFM I FAN TO REMAIN TITLE: _ Fir o MECHANICAL PLAN VENTILATION FAN SCHEDULE AC-1 UNIT DESIGNATION TEF-1 $/A DUCT 5/A DUCT o N w a"XIO" lu WALL DIMJ6ER AREA SERVED TOILETS CEILING ROVIDE MECHANICAL LOCATION CEILINGASTENING AT SUPPLY i 5110 FLEX m DUCT CONNECTION AS FAN TYPE CEILING PER -R-M160131 3 LL 519UM LU I i EXIST � i � ELECTRICAL HEATER AC 1 1 - TOTAL AIR CFM 80 FAN WHEEL TYPE CENT. AND I�EU.IIID LIN�TION FILTER FRAME W/FILTER EXIST. I DROP CEIL I w DIRECT DRIVE TYPE �p�1�S D 1 P BATH T-0 AFF. NEOPRENE PADS IPINCs(SEE fDRllGS) FAN TIP SPEED,RPM MAX - I CD FAN SPEED,RPM - i FAMILY ROOM POOL DECK PROPOSED FUTURE POOL TOTAL STATIC PRESSURE,IN. OF H2O 0.10 M�Bo�Lr UNIT to STEEL s S TI CLOSET .14 I (NOT PART OF THIS PERMIT) z FAN MOTOR HP NON OVERLOAD 1.1 AMP UG IH BERAIIONDISOLAtfON P` c +PZI �R� D N I ---- IO"m FAN MOTOR STARTER TYPE - I I Z I STARTER FURNISHED BY - --- I ELECTRICAL SERVICE AVAILABLE 120-1-60 4" GCNC.SLAB I e oar WI CH p 101, U WAL, I TH 1 TUlr 24" x 12" DESIGN MANUFACTURER NUTONE AN OVER L�o R�iN-i�A/� �i I I SOFFIT MODEL NUMBER LS 80L SERVICE SWITCH A.H.U. - MOUNTING DETAIL N.Y.S. X EXIST. w l o I a SMOKE DETECTORS - BEDROOM 3 I w FIRE DAMPER - NOTE: 1. ALL FLEX AND RIGID DUCT TO BE A MIN.OF R-6 VALUE „ „ CONSTRUCTION STEEL 2. INSULATE DRAIN PAN W/ �i" THICH FIBERGLASS BLANKET WITH VAPOR BARRIER OR EXIST.6 x10 IW Cn 8 xl0 IW 3. SHEET FOAMED PLASTIC INSULATION W/APPROVED FIR♦=RATING ON OUTSIDE SURFACE ONLY. 10gIFFUSER WALL DIFFUSER w MULTIBLADE BACKDRAFT DAMPER YES " I O o BIRDSCREEN YES I 8'0 FLEX I N CONTROL TYPE - HVAC DESIrsN REQUIRES: YE5 NO v AUTOMATIC SHUTTER Q FACTORY FABRICATED CURB - Duct Smoke Detector O SONES 0.8 Fire Dam er(s) Smoke Damper(s) NOTES; Fire Rated Enclosure W 1. INTERLOCK TEF-1 WITH LIGHTS. Fire Rated R/Ceilin A55embl I e Fire Sto 2. ACCEPTABLE MANUFACTURERS ARE COOK, GREENHECK OR PENN. in L_ Smoke Control WOOD TRUSS BREAKFAST 1 0 �8"+FLEX. = W 0 I I � I 2 I x20" uJp GOOSE NECK '°' A NEW 8"0 FLEX I I o i 2 2M 00 CFM EXIST,6"x10" IW I I; I BIRD SCREEN CORROSION O 0 WALL DIFFU5ER RESISTANT SCREEN ° 1-1/2'WIDE,26 GA.GALY. 150 +� ° a °° STRAP HANGER WITH - - - z F_XIST. EXIST. BUILT-UP ROOF L. PROVIDE AS SHOWN (4) " ANCHOR Q HEMMED EDGES PER 1 i DINING ROOM LIVING ROOM `0_ L. 5I.1ACKA FASTENED BOLTS OF 500 HE I MIN. PULL OUT TO TR15S.SPACED 5'O.C. — + I I BASE FLASHING 1 INTEGRAL CAP AND CAPACITY ON THE BASE OF THE 4" CONCRETE PAD I I PAN TO PENETRATE CONCRETE _ N WOOD SHEATHING I-Y" MIN AS PER MANUFACTURER I 8 +FLEX I ,CC RECOMMENDATION TO WITHSTAND I I O 146 MPH WINDS. r ON WOOD TRUSSES 8 1 x20 I IW WD EXIST. i 200 CR1 - r KITCHEN I I I Z R-6 FLEX DUCT 241 DIA.MAX. I I I U A/C UNIT ATTACHED "". O H RESIST 146 MPH L__-- • • _ O DUCT" SUPPORT DETAIL NTS FOUR 14 GAUGE �---- TYP. GOOSENECK DETAIL n.t.s. DRAWN BY: SEAL ALL OPENING 71E gOWN STRAPS ,\o o / 60' MAX. IN 4 PVC SLEEVE. RJT BY MIAMI TECH.INC. llbGV TRUSS PART'CUTDI ° or o NOTE: PROVIDE BACKDRAFT DAMPER FOR EXHAUST FANS CHECKED BY: REGOMMENED ANCHORS EXIST. COVERED ENTRY EMM A)I/4" x I-I/4" ATTACHMENT NO.: ATTACHMENT# " PIN (�, ° NEW A/C-2 - EQUIPMENT SCHEDULE EXISTING A/C 1 EQUIPMENT SCHEDULE DRAWING FILE NO.: 4" CONC.SLAB B)1-1/211 WITH WASHER \ � / / " - "R AK037JAZ 2011-027 OUTDOOR UNIT - RHEEM 14AJM-030 OUTDOOR UNIT UUD U DATE: RETRIG.LINES INDOOR UNIT - "RHEEM" RCFL-A*3621(RGLE-10?BRM?) INDOOR UNIT - "RHEEM" RBHC-17J11 IN 4" PVC SLEEVE. TOTAL CAPACITY - 29,400 (BTU/H) TOTAL CAPACITY - 34,800 (BTU/H) 12/14/2011 p BASE OF COMPRESSOR UNIT / \ NET SENSIBLE - 21,600 (BTU/H) NET SENSIBLE - 21,600 (BTU/H) SCALE: A/C 2 COMPRESSOR DETAIL AIL. NTS NET LATENT - 7,800 (BTU/H) NET LATENT - 25,050 (BTU/H) NOTED R-6 FLEX DUCT __ ----------------- SEER RATING - 16.00 SEER RATING - 11.00 NOTE: A/C CONE).UNIT t ANCHORAGE SHALL BE CAPABLE OF SEAL JOINT W/DUCT 1-11"WIDE,26 GA GALY, AHU HEATER - 5 kW (17,065 BTU) AHU HEATER - 10 kW (34,100 BTU) SHEET NUMBER: SUSTAINING 146 MPH WIND LOAD AS PER FBC 16191. t 5E4LER AND TAPE STRAP HANGER AS PER INDOOR CFM - 1025 INDOOR CFM - 1200 AS PER FBC-RESIDENTIAL,M13013 WINC> RESISTANCE 5MACNA,UNLESS FOOT APPLY 500"ANTI-THEFT BOLT PER M0CGC-5 R-6 FIBERGLASS OF STRAP IS PLACED NOTE: PROVIDE P UNDERCUT DOOR a A Al �F -� RIGID pUG1�1JGRiC UNDER A BOTTOM MECHANICAL PLAN 1/4 � "/ REO�-0RC50TTO ALL NAk31TABLE ROOMS. DUCT SUPPORT DETAIL NTS Eusebio M. Mora ELECTRICAL. NOTES Architect Fla. Lic. #AR0011732 1. GROUNDED ROMEX or "SMU54=" MAY BE USED, 11. CONTRACTOR SHALL INSTALL ALL STARTERS AND CONTROL DEVICES FURNI5HED 2. RIGID GALVANIZED STEEL CONDUIT SHALL BE USED WHERE EXPOSED UP TO 4 BY OTHER CRAFTS AND COMPLETE WIRING IN ACCORDANCE WITH MANUFACTURERS FEET AND SUBJECT TO MECHANICAL INJURY OR IN DAMP OR WET LOCATIONS. RECOMMENDATIONS AND APPROVED WIRING DIAGRAMS. ELECTRICAL EQUIPMENT FURNISHED BY OTHERS WILL BE CONNECTED UNDER TH15 CONTRACT INCLUDING 3. STEEL RACEWAY INSTALLED UNDERGROUND SHALL BE PAINTED WITH TWO ALL NECE85ARY WiRiNG, CONDUIT, AND FITTINGS. CONTROL WIRING SHALL BE UNDER 18"x18" A-15 A 30,32 COATS BITUMASTIC PAINT. THE SUPERVISION OF THE 5UA-CONTRACTOR FURNISHING THE EQUIPMENT. PANELS wP/GFI NEW AC-2 4. WALL OUTLET BOXES SHALL BE 4 SQUARE. CEILING OUTLET BOXE5 SHALL 12. ELECTRICAL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL OR NATIONAL ��¢� BE 4" OCTAGON OR SQUARE. CODES AND WITH THE UTILITY COMPANY REGULATIONS. A 25 EXIST. ELECT. 5. CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL PANELS, WIRING 13. PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING CHECK NAMEPLATE 18" 1 J _______ 6u�A W%� CB DEVICES, CONDUIT, WIRING, MISCELLANEOUS SYSTEM, ETC-45 5HOWN ON PLANS DATA OF AIR CONDITIONING EQUIPMENT, HOT WATER HEATER5, AND OTHER ACP 0° AF -18 AFGI-15 I I TAMPER RESISTANT 1At�'ER RESISTANT I OR A5 REQUIRED FOR ACOMPLETE ELECTRICAL INSTALLATION. EQUIPMENT TO OBTAIN CORRECT WIRE 51ZE5 AND OVERCURRENT PROTECTION. ° A I3 �- 6. FIXTURES AND LAMPS SHALL BE FURNISHED BY THE OWNER AND INSTALLED BY 14. ELECTRICAL INSTALLATION SHALL CONFORMTO REQUIREMENT5 OF N.E.G. 110-Ill / THE ELECTRICAL CONTRACTOR, UNLESS NOTED OTHERWISE, SEE NOTE 11. AND N.E.C. 384-2 FOR PANELBOARDS, INCLUDING SPACES ABOVE THE EQUIPMENT. A 113 1 EXIST . �. PANELBOARD-ALL CURRENT CARRYING GOMPONETS SHALL BE COPPER- SPLIT 15. CONTRACTOR SHALL PREWIRE ALL TELEPHONE OUTLETS WITI-I 4/C "24 TELEPHONE CLOSET BEDROOM 2 CAR GARAGE OR TWIN TYPE BREAKERS ARE NOT ACCEPTABLE. CIRCUIT DIRECTORIES SHALL CABLE RUN IN PARTITIONS AND DROPPED CEILING FROM INCOMING TELEPHONE MASTER BATH A 13 a 13 BE NUMBERED CONSECUTIVELY ON THE LEFT 51DE TO 50ia AND CONTINUED ON JUNCTION BOX. I THE RIGHT 5(DE. Igo. CONTRACTOR SHALL PREWIRE ALL TELEVISION OUTLETS WITH RG6 COAXIAL A 13 413 CABLE RUN IN PARTITIONS AND DROPPED CEILINGS FROM INCOMING CABLE T.V. 1� 7003 Southwest 63rd Avenue 8. DISCONNECT SWITCHES SHALL BE GENERAL DUTY, JUNCTION BOX. A 2 4 � I _.... TAMPER RESISTANT...... ...... ...... AFC(-1 South Miami, Florida 33143 I. i 9. PROVIDE PULL WIRE IN EACH EMPTY RACEWAY. 11. CONTRACTOR SHALL PROVIDE 4'' RECESSED HI-HAT LIGHTING. COORDINATE CFI / 4 13 (305) 7 4 O - 5 1 8 5 DO ALL CUTTING, SELECTIONS WITH OWNER ® moraarch @ bellsoUth.net 10. CONTRACTOR SHALL SLEEVING, EXCAVATING AND BACKFILLING to F HIS EQUIPMENT AND THE PATCHING A 24� AMPERRE NECESSARY FOR THE INSTALLATION O 1 TAMPERf�51STMlt: NEGES IANC A5 5 T C� ?ION SIGN OF THIS PLAN 15 INCOMPL E E T ICA (NSTA A DE ED ELECTRICAL LL ELE R THEREAFTER FORTH BY STATE OF FLORIDA STATUTES MODEL ENERGY EFFICIENCY CODES. EXIST. qpAFC I-14 BATH TAMPER RESISTANT AFC 1-14 A 18 A 19,2 I TAMPER RESISTANT W D ` A ;3 Al 20 3 0 1 244 V -10 3 WIRE / ELECTRICAL. SCHEDULE 'A' 150 A FLUSH MID. PANEL SYMBOL LEGEND I _ i A 12 EXIST. j CIRCUIT ARE POLES LOAD (WATTS) MARK DESCRIPTION MARK DESCRIPTION AFCI 15 LAUNDRY GAME ROOM 4°°2PUMP NIAGARA 0`4 � �VSTR j NUMBER SIZE DESCRIPTION C/B TRIP DEMAND NO.DEM. EXIST. TAMPER R19'STMIt 2 N-120 �JE1N DUPLEX RECEPTACLE OUTLET SURFACE MTD. FLOURESCENT MASTER BEDROOM CzFI A-2022 \ AC 2 ARZENAS EXISTING LOADS SWITCHED RECEPTACLE OUTLET RECESSED MTD. FLOURESCENT / QA 29,31 # 14 LIGHTS / RECEPT. (3W x 1390 S.F.) 1P-15 A 4170 - CONSTIZLtCT10N SINGLE RECEPTACLE OUTLET D�Q FLOODLIGHTS SURFACE MTD. 3 ° # 12 SMALL APPLIANCES (2 © 1500 W) 1 P-20 A 3000 / \ \ QUADRUPLEX RECEPTACLE OUTLET O� HEAT LAMP & EXHAUST FAN COMBO E 10690 NORTI(EAST 11 COURT # 12 GFI RECEPTACLES ® BATHROOM 1P-20 A 1000 5 412 412 412 BAn.I' MIAMI SHORES, FLORIDA 33138 12 REFRIGERATOR 1P-20 A 1000 FLOOR DUPLEX RECEPT OUTLET ® ELECTRICAL PANEL 1 HONE: (305) 893-9484 SINGLE SPECIAL PURPOSE OUTLET SINGLE POLE SWITCH 3 1 FAX : (305) 899-8062 12 GARBAGE DISPOSAL 1P-20 A 600 5 EQUIP. AR_ENASC0N(&A0L.0O3M 6 RANGE 2P-50 A 12000 TELEPHONE OUTLET $ 3 THREE WAY SWITCH AFGI-14 CFKTIF1rt)BUIH)INCCONTRACTOkQV0 60235 AMiPER�5 S T 1 TANT A-11 A 12 # 12 EXHAUST FAN OVER COOKTOP 1P-20A 1000 TELEVISION OUTLET p SINGLE POLE SWITCH W/ DIMMER TITLE; # 6 A/C-1 - A.H.U. W/ 7.5 KW HEATERT 2P-40A 8100 * JUNCTION BOX Ek' DISCONNECT SWITCH AFGI-15 TAMPER f�515TANT A 12 ELECTRICAL PLAN # 8 A/C-1 - C.U. ® 125% Ol 2P-40A 6200 * /o' FAN BOX W/ INCANDESCENT FIXTURE EXHAUST FAN EXIST' TTAMMPPEIRFE515TMT FAMILY ROOM # 6 A/C-2 - A.H.U. W/ 7.5 KW HEATE 1 2P-40A 8100* AC-1 WALL MTD. INCANDESCENT Cl DOOR BELL # 8 A/C-2 - C.U. © 125% 1 2P-40A 6200* SMOKE DETECTORS TO BE HARDWIRED \ A-I SURFACE MTD. INCANDESCENT & INTERCONNECTED TO NON-SWITCHED ---------------- # 10 ELECTRIC WATER HEATER 2P-30A 3500 sD KITCHEN OR BATHROOM LIGHTING Lie RECESSED HI - HAT CIRCUITS AND PROVIDED WITH A FAN 4 LIGHT \ BATTERY BACK UP, NEW LOADS -SUBPANB.. 'A• COMPUTER DATA / LAN OUTLET al A 11 AN <LICsHT \ } m A 13-17 # 14 LIGHTS / RECEPT. (3W x 1043 S.F.) 1P-15 A 3129 ,��' / AFGI-14 T o / t41F£R RESISTANT nAC-1" 1 uwi A 18 # 12 WASHER 1P-20A 1000 / A 19,21 # 8 DRYER 2P-50A 5000 BAS / \ A 23 # 12 SMALL APPLIANCES RECEPTS. (� UTILITY ROOM (10 1500W) 1P-20 A 1500 CLOSET- A 24 # 12 GFI RECEPTACLES @ BATHROOM 1 P-20 A 1000 A 25 # 12 WHIRLPOOL TUB 2P-20A 1500 EXI5T.5WITCNTOBE :. A-13 I I \ / II PROPOSED FUTURE POOL A 26,28 # 10 POOL PUMP 2P-30 A 3500 RELOC.ASIt�ICATED. i i I I _ A 12 II (NOT PART OF THIS PERMIT) J CONNECTED LOADS 0 SUBPANEL A = 53 AMPS TAMPER rESISTANT AFC_1-14 4-1� T41PER RESISTANT TOTAL LOAD 44534 16,200* All * - AFCI-16 \ \ WP/GFI NON CONCURRENT LOADS A-I� T413ER RESISTANT i FAN e LIGHT I LOAD CALCULATIONS- 40,013 / 240 = 167 AMPS `� 13 A 12 FIRST 10,000 W @ 100% = 10,000 WATTS FAN t LIGHT: REMAINING 34534 W 0 40% = 13,813 WATTS EXIST. A/C LOAD 16,200 W @ 100% = 16,200 WATTS BEDROOM 3 5 i z TOTAL LOAD = 40,013 WATTS A 12 POOL DECK O AFrf-16 AFC I-16 '4-I�O A-111 A 12 O TAMPER FE516TANT TAMPER RESISTANT 0 Z �Cd SW 1 \ O (0 _ c (3)I2t0`TPW (CU) BREAKFAST 4) O IN 2" CONDUIT :6 TO F.P.L. X-MER 0 W _ 6 0A CIRCUIT BREAKER EXISTING ELECTRICAL WORK SHALL REMAIN TO SUBPANEL 'A' AS-IS IN THE EXISTING RESIDENCE.NO NEW E COMB 1NAT I ON ELECTRICAL WORK SHALL BE PERFORMED. cd ELECT. METER (3)-6 THU) (CU) CAN d D15C. IN I" CONDUIT O EXIST. EXIST. 200 AMP COMBO DINING ROOM LIVING ROOM UJP MAIN DISC. s INTEGRATED -� EXfST. r �. ELECTRIC PREL ELECT. 5 5U8 PANEL ELECT. Au PANED C v N i-T Q Cd _t KITCHEN O • F: Z (2) 5/8" x 10' U o . RO�0 DINC RODS BOND TO COLD -----� • ® -------� IN 3/4" CONDUIT IUATER LINE 1 ~ ° DRAWN BY: GROUND TO 5%. REINFORCEMENT CHECKED BY J : a FOUNDATION EXIST. COVERED ENTRY EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: ELECTRIC RISER N.T.S. 2011-027 DATE: NOTE: ALL SAFETY SWITCHES TO 44VE 100,000 RMS SYS MINIMUM FAULT CURRENT RATING. (USE TYPE R FUSES REJECTION KIT 12/14/2011 AND SOLID NEUTRAL.) SCALE: NOTED PANEL SPALL BE IDEA[) FRONT CIRCUIT BREAKER TYPE AS &GPEDULEID. CICUIT BREAKERS SHAL HAVE A MINIMUM SHEET NUMBER: INTERRUPTING RATING OF 10,000 AMPS AT 120 VOLTS, 15,000 AMPS AT 211 VOLTS. ELECTRICAL PLAN 1/4" E1 OF 1 � ..� i42- 4"0 06 FU) CONNECT TO NEW Eusebio M. Mora SEPTIC TANK CONT. TO VERIFY LOCATION H�ERAf�STORS Architect Fla. Lic. #AR0011732 TO WA5HINCs MACHINE H t C WATER LNE6 PLUMBING SPECIFICATIONS FBC 604.13 G 2001 FBC 604.9 3°Of4 FU) THE CONTRACTOR SHALL FURNISH ALL LABOR,MATERIALS AND EQUIPMENT 11 D PROVIDE DI- ELECTRIC COUPLINGS AS REQUIRED FOR CONNECTION TO 2 L CO 2LU CO SHOWN OR INDICATED FOR A COMPLETE PLUMBING SYSTEM IN ACCORDANCE DIFFERENT MATERIALS SHUT-OFF VALVES AT FIXTURES AND EQUIPMENT WITH THESE DRAWINGS AND WITH THE LOCAL PLUMBING AND BUILDING CODES. REQUIRING WATER SLIPPY. T 1/2" HB 3"O(4 FU) NEYV AC-2 u�u� CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL TRADES IN ORDER TO E INSULATE ALL HOT WATER LINES WITH 112"FIBERGLASS WITH SELF AVOID CONFLICTS. NO CHANGES WILL BE ACCEPTED UNLESS A PRIOR WRITTEN SEALING UNIVERSAL JACKET. APPROVAL HAS BEEN ISSUED FROM THE ARCHITECT/ENGINEER. F PLUMBING FIXTURES-AMERICAN STANDARD,KOHLER,CRANE OR EQUAL. SHOWER I CONTRACTOR SHALL COORDINATE HIS WORK WITH CORRESPONDING UTILITY G FLOOR AND ROOF DRAINS, IF USED, JOSAN OR EQUAL, FLOOR DRAINS R OO COMPANIES IN ORDER TO VERIFY THE POINTS OF CONNECTION. SHALL BE RESEALED. FU) ( I 1 CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EQUIPMENT AND H ELECTRICAL WATER HEATERS-GLASSLINED,5 YEARS GUARANTEED A.O. EXIST. THEIR CORRESPONDING SHOP DRAWINGS BEFORE ROUGH-IN. SMITH OR EQUAL. 2° JACU �I 2 CAR GARAGE PROVIDE ALL EXCAVATION, BACKFILL AND COMPACTION REQUIRED BY ALL I VALVES- 125 PSI NIBCO SCOTT OR EQUAL. CLOSET II BEDROOM PLUMBING WORK. K HOSE BIBBS CHICAGO 952,OR EQUAL. I 2 211 R PROVIDE COMPLETE ACCESS TO ALL SYSTEMS.LOCATE CLEAN-OUTS ON WALLS L ALL EXPOSED PIPING AT FIXTURES AND EQUIPMENT SHALL BE CHROME I (2 FU)MAS R BATH . ... . ................ I AND/OR FLOORS AS NECESSARY, FOR ACCESS AND OF USE PROVIDE PANELS PLATE ESCUTCHEONS AS REQUIRED. LAV 1 WHERE NECESSARY FOR THE WATER DISTRIBUTION SYSTEM. 12 PERFORM THE FOLLOWING TESTS: 4"002 FU) 4"0(10 FU) 7003 Southwest 63rd Avenue PLUMBING CONTRACTOR TO PROVIDE ALL FLASHING AND PITCH PANS AS 1/1 0 CWL 3 0 "' "' Florida 33143 A WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF I C"I0 1� IN 4 R1) I South Miami, - REQUIRED AT ALL ROOF PENETRATIONS TO ROOFING CONTRACTOR. 100 PSG. FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM E L g 3 (305) 7 4 O - 51 85 BUT NOT LESS THAN ONE HOUR. 1/2 0 t i/2"0 CILL 4. BUILDING DRAINAGE SYSTEM DESIGN BASED ON 1/8"FT.MINIMUM FALL,ANY LA i/2" HUIL IN i/2"0 HWL.1N moraarch @ bellsouth.net DEVIATIONS SHALL BE APPROVED BY THE ARCHITECT AND ENGINEER. B DRAINAGE PIPING-BEFORE INSTALLATION OF ANY DRAINS,THE ENDS OF (2 F V• C ILINCs_ _ GEILNG. U SYSTEM SHALL BE CAPPED AND ALL LINES FILLED WITH WATER TO U CONTRACTOR TO PROVIDE 1" MINIMUM WATER PIPE CAPPED AT EVERY _ T- ECTRICAL SWITCHGRAR ROOM OR METER ROOM TO BE USED AS GROUND HIGHEST POINT AND ALLOWED TO STAND UNTIL INSPECTION IS MADE AND EL WATER LEVEL REMAINS CONSTANT. 3"O:V EL iR :. ............. EXIST' (IF APPLICABLE). C CORRECT ALL DEFECTS DISCLOSED BY ABOVE TEST, 2" VTR BATH ALL VALVES UNDERGROUND TO BE INSTALLED IN PROCAST CONCRETE BOXES, BROOKS OR EQUAL. 13 STERILIZE ALL WATER LINES WITH MIXTURE OF(2)TWO POUNDS OF CHLORINATED LIME TO EACH 1000 GALLONS OF WATER(50 PPM OF AVAILABLE ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND AS FOLLOWS: CHLORINE). RETAIN MIXTURE IN PIPES 24 HOURS AND FLUSH THOROUGHLY WITH SANITARY WASTE AND VENT PIPES AND FITTINGS SHALL BE PVC OR DWV POTABLE WATER BEFORE PLACING IN SERVICE. I (2 FU) O (ASTM-D-2662) 14 COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN- UNDRY EXIST. AC CONDENSATE DRAIN SHALL BE SCHEDULE 40 P.V.C. SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. 2"� CWL & q; I ilk' N COOL WATER LINES SHALL BE COPPER ASTM-B-88 TYPE"L" CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL AV 1 2"N HM_ IN GAME ROOM STR TI HOT AND ( ) 15 PLUMBING CON RAC (�al) I /CEILING �..° ABOVE GOUND. TYPE"K"UNDERGROUND. PLUMBING WORK SHALL BE FREE FROM DEFECTS OF MATERIALS$WORKMANSHIP FOR A PERIOD OF ONE YEAR, FROM DATE OF FINAL ACCEPTANCE,AND THAT HE WILL,AT THIS EXPENSE REPAIR AND REPLACE ALL WORK WHICH BECOMES EXIST. AC-Z �FZENAS DEFECTIVE DURING GUARANTEE PERIOD. MASTER BEDROOM 2 VTR — CONSTR-UCTION N I ACsARA o LT AN<L1=5s w,+a N-I20 ,f� O 10690 NOP,11IEAST 11 COURT PLUMBING FIXTURE SCHEDULE CONNECT TO EXIST. C: ° O EXIST. A MIAMI SHORES, II-ORIDA 33138 IN CEILING (TO BE RE DELED)\ PHONE: (305) 893-9484 TRAP FIXTURE 140T GOLD TRAP FIXTURE HOT COLD MARK SIZE UNITS W,4TER W,4TER MARK SIZE UNITS W,4TER UJ,4TER P FAX : (305) 899COM EQUIP. AIZENASCON�AOL.co�Nn CCRTIFIR)BUILDING CONTRACTOR CBC 060235 LU/C 3u 4 - 1/2 ii 2 CSK 2 ii 2 1/2 i I/2 TITLE: PLUMBING PLAN LAY 11/2 1 1/2 1/2 145 - - - IVAC/5REAKER EXIST. 1-45K 1'/ ii 2 I/ I/ n 1 I AC-1 2 2 2 LUM 2 2 /2 /2 m I � W EXIST. / \ BATH w I- (TO BE REMODELED) FAMILY ROOM POOL DECK PROPOSED FUTURE POOL (NOT PART OF THIS PERMIT) i I I INTERIOR PARTITION WALL CONSTRUCTION SILL COCK 3/4 I " HOSE BIBB, CHROME PLATED ACCESS COVER WITH CLEANOUT PLUG JOSAM 58690 SERIES. I BACK FLOW PRE- V) PIPE SIZE WALL SIZE VENT OV�ABLEN 2" 4" WATTS MODEL 8A 3" 4" CONC.SLAB 4" 6" °a CONTROL VALVE Z TO DOMESTIC COLD WATER SUPPLY. r^ Cd VJ M p c") SANITARY OF WASTE PIPNCs V WALL CLEANOUT DETAIL HOSE BIBB DETAIL NTS N.T.S ROUGH IN TO 6" ABOVE 0 �.{.J PROPOSED FINISHED EXISTING PLUMBING WORK SHALL REMAIN GRADE s CAP AS-IS IN THE EXISTING RESIDENCE.NO NEW 8 0 E CUT BACK TO FINISHED SRADE s EXIST. BREAKFAST PLUMBING WORK SHALL BE PERFORMED. jr _ PROVIDE 4" THREADED BRA55 > CAP ® ..+' FINISHED GR41DE EXIST. EXIST. DINING ROOM LIVING ROOM /\ O RANGE REFRIG :g �N W KITCHEN Q O FLOLU ® T SINK w 36'H,COUNTER 6i U F- d 2-WAY CLEANOUT DETAIL DRAWN BY: RJT NTS CHECKED BY: EXIST. COVERED ENTRY EMM ATTACHMENT NO.: ATTACHM ENT# DRAWING FILE NO.: 2011-027 DATE: 12/14/2011 SCALE: NOTED NOTES: 1: SLOPE 2"SAN. LINES 114"PER FT. MIN 2: SLOPE 314" SAN. LINES 1/8" PER FT, MIN SHEET NUMBER: 3: PROVIDE ANTI-SCALD VALVE AT TUB&SHOWER y 4: ALL WORK PERFORMED SHALL BE DONE IN P1 OF 1 PLUMBING PLAN 1/4 WITH THE FBC 2007 PLUMBING CODE try, Eusebio M. Mora Architect Fla. Lie. #AR0011732 SECURITY AND FORCED ENTRY NOTES STRUCTURAL_ and GENERAL NOTES MATERIAL LEGEND ALL EXTERIOR DOORS, WINDOWS, GLASS AND GLAZING SHALL COMPLY AND BE PROVIDED WITH 1. SOIL STATEMENT INTRU51ON AND BURGLARY SECURITY DEVICES AS SET FORTH IN CHAPTER 36, SECURITY AND FORGED 11101 ENTRY OF THE FLORIDA BUILDING CODE, LATEST EDITION A. VISUAL INSPECTION OF SOIL INDICATES UNDISTURBED SAND AND LIMEROCK WITH AN ALLOWABLE CONCRETE BLOCK STEEL BEARING CAPACITY OF 2.0 K.S.F. (UNLESS NOTED OTHERWISE MAIN ENTRANCE DOOR: B. PROVIDED PROPERLY COMPACTED NON-ORGANIC FILL TO 95 i, MODIFIED PROCTOR � 4SINGLE DOORS SHALL BE LOCKED WITH COMBINATION DEAD LATCH AND DEAD BOLT SETS WITH A LATCH THROW MINIMUM OF 1/2" AND DE,ADBOLT WITH A MINIMUM THROW OF 1" KEY OPERATED FROM THE EXTERIOR C. OTHER AREA FOOTINGS SHALL BEAR ON SAID UNDISTURBED SAND AND ROCK ALL WOOD JAMBS SHALL BE RABBETED TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCK AND LATCH. DOORS SHALL BE INSTALLED WITH A VISION 5COPE. ALL HINGES 2. CONCRETE: POURED CONCRETE FINISH WOOD EXPOSED TO THE EXTERIOR SHALL HAVE NON-REMOVABLE PINS. A. COMPRESSIVE STRENGTH OF CONCRETE AY 2a DAYS NON- STRUCTURAL SLAB5 ON FILL 2500 P.S.I. ALL (Small Scale) DOUBLE DOOR: OTHER CONCRETE 3000 P.5.1 7003 Southwest 63rd Avenue THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS TO THE EXTERIOR SHALL HAVE LOCKS AS REQUIRED B. TESTS: A MINIMUM OF 6 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YD5. PORTION South Miami, Florida 33143 FOR SINGLE DOORS OR HAVE MULTIPLE POINT LOCK WITH 5/811 MINIMUM THROW BOLTS AND INSERTS, THEREOF. SPECIMENS SHALL BE TESTED ACCORDING TO 45TM G-39. ONE AT 3 DAYS ONE AT 1 DAYS (305) 7 4 O - 5 1 8 5 OPERATED BY A CYLINDER LOCK. THE INACTIVE LEAF SHALL HAVE A MULTIPLE POINT LOCK WITH 5/5" AND THREE AT 29 DAYS °• POURED CONCRETE ROUGH WOOD !BLOCKING moraarch @ bellsvuth.net MINIMUM THROW 5OLT5 AND INSERTS. EXPOSED HINGES ON DOORS SHALL HAVE NON REMOVABLE PINS. (Large Scale) ` ) C. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER A5 FOLLOWS: a GARAGE TO LIVING AREA DOORS: 1) CONCRETE POURED AGAINST THE EARTH - 3" THESE DOORS SHALL BE LOCKED WITH A LATCH AND A SINGLE DEAD BOLT WITH A I" MINIMUM THROW, OR 2) CONCRETE EXPOSED TO EARTH OF WEATHER A COMBINATION DEADLATCH AND DEADBOLT. " 5 OR SMALLER - 1 1/2" * 6 OR LARGER - 211 GARAGE DOOR: 3) CONCRETE NOT IN CONTACT WITH THE GROUND PRECAST CONCRETE �TI�Tl COMPACTED FILL BEAMS AND COLUMNS - 1 1/2" _— OVERHEAD DOOR SHALL BE LOCKED AT MORE THAN ONE POINT WITH HARDENED 5OLT5 AND INSERTS, SLABS AND WALLS - 3/4" ENGAGING AT LEAST TWO OPPOSITE SIDES WITH A MINIMUM OF 5/811 PENETRATION. VENTS SHALL NOTr EXCEED a" IN LEAST DIMENSION AND SHALL NOT BE CLOSER THAN 4011 TO THE INSIDE LOCK ACTIVATING 3. REINFORCING NFORCING STEEISTRI ( DEVICE, ARENAS A. REINFORCING BARS MUST CONFORM WITH 45TM A615 GRADE 60 SLIDING GLASS DOORS: BRICK BLANKET INSULATION CONSTRL.ICTION B. WELDED WIRE FABRIC MUST CONFORM WITH ASTM A-185 AND MUST BE SUPPORTED ON SLAB BOLSTER SLIDING GLA55 DOORS SHALL BE INSTALLED AND CONSTRUCTED 50 THAT PANELS CANNOT BE LIFTED SPACED AT 3 OR MAXIMUM ON CENTER FROM THE TRACKS WHEN IN LOCKED POSITION. DOORS SHALL NAVE NO 5CREW5 REMOVABLE FROM THE (0690 NOR (EAST ll COURT OUT5IDE NOR 5HALL ANY DOOR LEAF WHEN CLOSED AND LOCKED BE OPERABLE FROM THE OUTSIDE C. FABRICATION AND DETAILING ACCORDING 10 ACI 315 M IAMI BROKEN, FLORIDA 33138 SLIDING DOORS SHALL BE LOCKED WITH A PIVOTED HOOK TYPE SINGLE BOLT. TO RE5I5T SLIDING ON PHONE: X305) 893 806 THE DOOR BY FORGE AND SHALL BE REINFORCED IN THE STRIKE AND LOCKED AREAS TO MAINTAIN D. ALL ACCESSORIES MUST HAVE UPTURNED LEGS AND BE PLA5TIC- DIPPED AFTER FABRICATION ARL : (305) 8O . .0,M ARENASCON @AOLCOM BOLT STRENGTH EFFECTIVENESS. I I I I I I I I I I I I I I I I I I I 4. MASONRY WALLS: SLATE I I I I I I I I I I I I RIGID INSULATION CRTIFiE)BUILDING COVTRCTOR CC 060235 OTHER EXTERIOR DOORS: I II II II II II II II II II TI A. ALL MASONRY SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR TO THE STRUCTURE EXTERIOR DOORS IF OPERABLE FROM THE EXTERIOR SHALL HAVE AT LEAST ONE LOCK THAT 15 ABOVE BEING ERECTED NOTES / SPECS KEY-OPERATED FROM THE EXTERIOR WHERE A KEY-IN-THE-KNOB TYPE LOCK 15 USED, PROVIDE AN AUXILIARY SINGLE DEAD BOLT LOCK KEY OPERATED FROM THE EXTERIOR. METAL GRATES AND B. MORTAR MUST CONFORM WITH ASTM C210 OR TYPE M (2000 GRILLE-TYPE DOORS SHALL BE PROVIDED WITH LOCKS DE5IGNE0 TO PREVENT REACHING THE INSIDE IfffIfffil ACTIVATOR FROM OUTSIDE DOORS, LOUVERS SHALL NOT BE INSTALLED IN THE EXTERIOR WALL OF G. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM CeO, ON GRADE N, TYPE 1, NORMAL MORTAR BED STUCCO PLASTIC AREAS REQUIRING SECURITY UNLE55 THE LOUVERED AREA 15 PROTECTED BY INTRUSION SECURITY WEIGHT WITH FM=1500 PSI DEVICES. D. GROUT FOR FILLED CELLS, SHALL CONFORM TO ASTM C476 WITH 2000 PSI STRENGTH AT 2a DAYS. 00 L IGHT ING: w E. REINFORCING: USE DURAWALL TRU55 * 9 GAGE REINFORCING EVERY OTHER COURSE. USE VERTICAL FOR THE PURPOSE OF SECURITY THE AREAS IMMEDIATELY OUTSIDE OF EXTERIOR DOORS SHALL BE REINFORCING BARS 45 SPECIFIED ON THE PLANS AND GROUT FILL BLOCK. ILLUMINATED BY VANDAL-RESISTANT GLOBES AND SUCH ILLUMINATION SHALL BE ACTIVATED DURING THE DARK PERIOD OF EVERY DAY. OPEN PARKING LOTS AND ACCESS THERETO, PARKING AND 5. WOOD Uj NON-ENCL05ED AREAS UNDER OR WITHIN BUILDINGS AT GRADE SHALL BE PROVIDE WITH A MAINTAINED SYMBOL LEGEND MINIMUM OF ONE FOOT-CANDLE OF LIGHT ON THE PARKING AND WALKING SURFACES FROM DUSK UNTIL 10 A. WOOD TRU55E5 MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE MINUTES AFTER THE TERMINATION OF BUSINESS EACH OPERATING DAY. REQUIREMENTS. SUBMIT SHOP DRAWINGS BEARING THE SEAL OF A FROFE55IONAL ENGINEER WITH FLORIDA REGISTRATION. SPECIFY BOTH PERMANENT BRACING "%ND THAT WHICH 15 REQUIRED DURING WINDOWS: CONSTRUCTION. WINDOW5 SHALL BE LOCKED WITH DEVICES ON THE INSIDE CAPABLE OF WITHSTANDING A FORCE OF 150 B. ALL WOOD MEMBERS MUST HAVE A MINIMUM OF Fb = 1200 11.5.1, EXCEPT FOR 4 X 12 HEADER BEAMS A SECTION MARKER DOOR NUMBER POUNDS APPLIED IN ANY OPERABLE DIRECTION AND WITH QUICK-OPENING DEVICES SO THAT THEY MAY WHICH MUST HAVE A MINIMUM OF 1500 P.S.I. A-7 BE READILY OPENED FROM THE INSIDE IN CASE OF EMERGENCY. WINDOUJ3 SHALL BE CONSTRUCTED THAT WHEN FIXED OR LOCKED CANNOT BE REMOVED FROM THEIR FRAMES FROM THE OUTSIDE. HINGE PINS OF C. ALL WOOD IN CONTACT W/CONCRETE, MASONRY, OR LATH 6R44LL BE PRESSURE TREATED AS PER THE ALL EXTERIOR OPERABLE WINDOWS SHALL HAVE NON-REMOVABLE PINS OR BE OF INTERLOCKING STUB "AMERICAN WOOD-PRESERVERS ASSOCIATION" TYPE AND HAVE NON-EXPOSED SCREWS. 6. STRUCTURAL STEEL: vi BURGLAR GUARDS: A DETAIL SYMBOL WINDOW SYMBOL A. PIPE COLUMNS MUST CONFORM WITH A5TM 453 GRADE B. PLATES AND ROLLED SECTIONS SHALL BE BURGLAR GUARDS IF PROVIDED SHALL BE INSTALLED WITH QUICK OPENING DEVICES SO THAT THEY MAY 45TM A-36 TUBE SECTION COLUMNS TO CONFORM WITH A5TM :A-500 GRADE B. Uj BE READILY OPENED FROM THE INSIDE FOR EMERGENCY EGRESS AND SHALL BE 50 ATTACHED THAT WHEN OPENED THEY WILL NOT DROP TO THE GROUND. DECORATIVE MATERIALS PROVIDING B. BOLTS MUST CONFORM WITH 45TM A-235 COMPARABLE PROTECTION SHALL BE ACCEPTABLE IN LIEU OF PLAIN METAL BARS AND GRILLES. C. PROVIDE TWO SHOP-COATS OF RUST INHIBITING PAINT. FAB cICATION AND ERECTION SHALL BE A z OTHER INTERIOR DOORS: ACCORDANCE WITH A15C SPECIFICATIONS ELEVATION SYMBOL COLUMN AXIS DESIGNATION rrnn V! EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE 7. SLABS ON FILL 3 0 CLOSET. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR A. TO BE PLACED ON CLEAN, NON-ORGANIC SOIL THOROUGHLY MOISTENED IMMEDIATELY BEFORE u z cd FROM THE OUTSIDE IN CASE OF AN EMERGENCY. CONCRETE 15 POURED. CONCRETE IS TO BE PLACED ON 0.006 IN VISQUEEN VAPOR BARRIER. SLABS W U- ARE TO BE PLACED IN A 11GHECKER15OARD" SEQUENCE. EACf4 SEGMENT OF WHICH IS NOT TO EXCEED A MAXIMUM AREAS OF 325 60, FT, OR 30 LINEAR FEET IN ANY ONE DIRECTION. NORTH ARROW ELEVATION MARKER < 0 8. APPROVALS: o W (j) A. SUBMIT SHOP DRAWINGS FOR ITEMS 345 AS ABOVE /R E CU B. SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOVE SITE NOTES C. 4/C CONTRACTOR SHALL SUBMIT FOR ARCHITECTS APPROVAL SHOP DRAWINGS WHICH SHOW DUCT SIZE ��� ROOM NAME OR NUMBER ��3� EQUIPMENT SYMBOL 4 Cc LAYOUT, EQUIPMENT SIZE, MANUF, MODEL 0 AND COMPLIANCE WITH ENERGY CODE REQUIREMENTS SHOWN 1. PROVIDE ALL 51TE CLEARING, EXCAVATION, FILL, BACKFILL, ROUGH, GRADING, SUB-GRADES AND ON THE DRAWINGS. A/C CONTRACTOR SHALL BE FULLY RESPONSIBLE TO PROVIDE A SYSTEM WITH �. COMPACTING AS INDICATED IN THE CONTRACT DOCUMENTS, ADEQUATELY AND ECONOMICALLY ACHIEVES COMFORT LEVELS OF HEATING, COOLING, AND dT DEHUMIDIFICATION IN ACCORDANCE WITH ASHRAE STANDARDS. 5 a 2. TREES TO REMAIN AND/OR RELOCATE AS SELECTED BY OWNER5HALL BE PROTECTED 45 REQUIRED 9. COORDINATION: 3, TREES TO BE REMOVED SHALL BE CUT AS DIRECTED BY OWNER ALL SITE CLEARING DEBRIS AND TREE STUMPS SHALL BE REMOVED FROM JOB 51TE A. COORDINATE ALL DIMENSIONS, ELEVATIONS AND OPENINGS WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS REPORT ANY DISCREPANCIES TO OUR OFFICE. v 4. IF SIDEWALK 15 PROVIDED IT SHALL BE AS DIRECTED BY THE CORRESPONDING PUBLIC WORDS STANDARD DIMENSIONING METHOD Q DEPARTMENT B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWING5 AND AT THE JOB 0 SITE AND IMMEDIATELY REPORT ANY INCONSISTENCIES TO THE ARCHITECT PRIOR TO FABRICATION Z 5. COORDINATE WITH MECHANICAL, ELECTRICAL, AND LANDSCAPING PLANS FOR WATER LINES, DRAINAGE W PIPES, UNDERGROUND ELECTRICAL CONDUITS IRRIGATION 6Y5TEM5 AND ANY CONCEALED INSTALLATION C. GARAGE SHALL BE PROVIDED WITH A PERMANENT SIGN WITH 1/2" HIGH LETTERS LOCATED ON THEIR THAT COULD BE DAMAGED IN31DE FACE OF ANY EXTERIOR DOOR READING: " DANGER DO NOT OPERATE ENGINE WITH DOOR CLOSED. H �- CARBON MONOXIDE EMISSION IS LETHAL" 6. MAINTAIN 31TE CLEAN OF CONSTRUCTION DEBRIS DRAWN BY: RJT D. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING, OF ANY DISCREPANCY IN TO STUB -1. PROVIDE CERTIFIED 501L TREATMENT PRIOR TO POURING OF SLAB THE DRAWING5 OR INCONSISTENCIES WITH ANY AND ALL APPLICABLE CODES OR REGULATIONS, PRIOR TO CHECKED BY: ANY ACTION ON H15 PART. FAILURE TO DO 50 WILL MAKE HIM RESPONSIBLE AND LIABLE UNDER HIS PARTITION EMM a. REFER TO 51TE PLAN FOR SEWER DISPOSAL SYSTEM DRIVEWAYS GRADING AND FENCING CONTRACT. ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2011-027 DATE: 12/14/2011 SCALE: NOTED GONGRETE BLOCK SHEET NUMBER: TO MASONRY GN1 OF 1