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1310 NE 101 St (16)1 ._ e rn C, L .. Q /-\ D ....- . LE T ' -• -- _: 3 h'.. o'r "V 1 ._ e rn � ,„ „ `Zx. °SOY: X fi r'• , -- y . w ��� .N:ti.rv•. ^. �. V..V y 1 f�.� �IM..T'R sT��[ +' / /1....`-•,a�l�+ .�>R,' -• y �{ rem ` p� �p y l }} r� �7 C .'/Z,&r w ;d /Li C, ^ 'IAiKC C; —S:* L: h •, . -i h ka vt4 ^sr :i. A °9c;.3 /'L 30 SKETCH OF SUitVEY Lot 1 Block 1 :MIAMI ESTAT according to recorded in Plat Book 'ot the Public Records Florida. Order #9341 Aptil 30 1953 F. B. #201 -88c9. Scales shown I HEREBY CERTIFY* That the attached SKETCH OF SURVEY of the above described " property is true and "correct to the best of my knowledge and belief, as recently surveyed and platted under• "my;d1reotion. � y tYl;ffe�.; HARRY C. SCHWEBKE A ND A,Oy4 °1( . SHORES BAY PA {K the Plat thereof, 55, at page 83, of Dade' County SCALE /1rz4 - /1- SECTION DWG. BY W.C'. PgS x1237 • LOT / L3LOGK - a5" PA/ /N 3 N. e, /O/ 6 - . 9 1 ©,.113 I :.1• • 564 N. E. 1251h STREET NORTH MIAMI, EIOkICA N O N E _ P R O ) 77 A -77- / 2" SE /Qv /cz T ,1C , c 7 /3/0 /L i, /0/ .sr 6-7-:- /�J/f) /) // S /ene '5 /--2494-w,#) REVISIONS BY �� ;�- � -' 7 4 '4 C ,,' tu V p v:-„ vi, o r-‹ i 4‘ t) t II I 0 _ o y Q t Date j, /e2 ,q, Scale/10-04A4, ,1 Drawn A,N1 Job .� Sheet Of I Sheets O+t COASTAL StC1K?N OREL] MIMEY APPROVAL uATE t x 2 . pjt -row° 11 ~ 3 -zd9*- i �)cl ( j7 . ..= Kt> 6001.11 FLP/Arog- t.ivr WI klmittat2 l przatu #0Mr t ij' NQ 1 PQ4N cumu*,Nf . r: le) gaP A - + • tMls t4 btZA 1 40 AitsP 6 ' 24u A14p xb ki ( 1$t4 • 1 g"A IV 601 ._ FIL 42 6T f '•) .pxc•7 ? secs, tee ta. e.a•r. II : IGepIt {; 1 Ntti • ►to t4% tul P AiCZ Co Y 9'59( 'J to a44. 4 X43 v4cAA.. Aitc / I mtA. M>Rs. g_tCilat7Q .ot -ttN. L _ I NL a 1O 1 - MtAH sM4� f TONS '9J( Scc M 1 Air CO` MANUFACTURER QUANTITY t CONO. UNIT MODEL t" AIR HANDIER MODEL r. HEAT RECOVERY 1I. tokb GL 5o C.0 1A5C7-7. Rc3ATN sec ON D FLOOR PLAN Sake , • - ••• r� n • • • ? �1 S EER ‘1. pQ HEATER i l C) V.W • E MODEL 52;f v It 42, $5 ANA 3 .5 - rol c;E 4 co s =et.aw eel, RO 4M *2. 1 o p. 8 'L9 ti“ f i n i 6TkOLINQ FL 00 •G:o QUANtITY AIR " Go x4 x.11 MANtWWACTU co D. uNt F. ALRiHHANQLEf n4!2 :• TONS. y A r y t ._.. • rt cc � .. r �' f +; NQ" 103 110c.CM ICI In 1 1 0{00 J 1 111 -- T. 1f - L - LIVINC O 1 10 IA0CF • LR -g)'f 1 n�a 140G - cr 1 F AMlL RO!:l l Ove" 1• 1 ■ ■ • DR }CED STRgSS APPavED NG CREATED BY: ORA N: CH sZ 44 e A DWG:. • C -201 SCALE NOTED sHe 1 • } • I t : • ' Pt 'iCKET . S. PPE 3/4 X 0.062 (TYP) 3 HANDRAIL 2''.5/8' X 1 1/2" EXTRUSION 6a" . FENCE POST 2 "X2"X 0.093" ALUM. (NP) .FENCE .DETAIL cn 15) . SELF CLOSING DOOR DETAIL t DOOR FRAME SO. PIPE 27X2 'X11093 f (TYP) PICKET ST YtPE i /4 x 0.062 : (TYP) r.r FENCE POST 2 "X2'X 0.093" ALUM; (TYP) . •; RECEIVED JUL 0 5 2006 BYWACNC >ktri.; cf6A'Ack6 CHANNEL 2' K 1 " X0.093 FLOOR ,..LEW. CONC. FOOTING 1 • POST -DETAIL TfP) 3 d 24 ,. WELL COMPACTS TITLE: ALUMINUM FENCE AND SELF CLOSING SHOP DRAWINGS AM F PHONE (305) - 070 or No/' /170 k er? .. NOLLY1104110") 114121st 3V . '; , /+-. r:' �>� _. �fE F' � t.� l r ; _ ..'� . fix " `� , p ,Z / >! / /LF_ � _ I _ bG_ ,/4i ' � ' O': icy' /: /'e /r).,4),:� ZeS to ca �Jy`� G:c'r,. .���'�f, l6 00:� � Ley..; /6<'17i 4 i /J / > in r v � �� x 3 ' � � �, —71 0 1 tee / 7�,' /�i / � [ / i /!.i '� }Gc. I�Li ✓I/�f; ���yd/ / ?�7ti rte% z'.9 Zrn .- %fir':. . .3OX3O NO11Y2IOQ2IO0 1N111d 3111 4 3/4I' dad - Go9Qs1v•- U tVtT !ii/ 6'Z) rat) W15-5 O P�rJ�t� 2 .!.* Copp' b?-1)r—JO Witt/ Od► -+DEo i t/ Pa l- sE M I )J I t✓It7 M& WI b 1 J 1k 41l ( 1 ; J n F / Tt / / / / //I 5TH° F;,OVQ E i1 Iii r ivwr1U God T� , IrJ Fo ¢!- D W/ P - ,b-1 1 ' T¢s 5, vJ I,J,b•u t5 - ro 4" To (v " - 541614 P,J U TG Gz� pf I rJFvaC.eo 19/4 ' >> � 5, N �or� a1� �v 6 n Tlt. �r21P. (MO.) 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ALL- POOL PI PIrJ N Eou t.� too R/� - pt i, 1401J - TN RE - 19E_o, rJ�F ss► 1 SvPP O r -J fJ J u L`r 0P 1oi2OtJ rJ o r W i ErJ 5(J P1J o o 5u PO7Prr -o 4 al 1^J/ P-Lh l tat rJ() K F P9L Peet.- t12 k L 1,J a r z 1L .To W/ IJ , :- lo, 4.1__L, Gv F o IM - To bo of 14 Goof, 1 do to / G 1,5GT(LI4 .L- W I �I rJ(.9 LOGAT50 10 {'EGA" of pow N T r2 01 h eo L1 16 I.J/ 50 I Fi- o121 01)1 I,o I IJ 1, ,dr}Ti -�/G1zrGx 1 r1 I J 51-14 LL H.&' M I I J I M U H 061-45 l&oJ Uf.;-r�I3,� 1.1 04 -toe o r- 1 )0L I,Jt4L4 L Pte- 4 //, ToP of 1 rL,O 'O G32I ��i21Q Lr1� E Toe of NitAddolz Poop 11J 1 R.D� e9-1-r42-1A. LFfi� 2 o 1 H''!0,g05TAT1&V,L,JG 5 1-94 11:.1 I VIGIJ F15 TI M E2. 1 APY PF--<s rz + Ala orb Ada-r:4512 F F� r Ti o t.1 r, Otr11J E ‹..4.1e1) L0 1" BISCAYNE BAY asphalt drive 3' hi. cbe wa I I g ysb ASPHALT DRiVE AND CONCRETE PAVING TO BE REMOVED. AREA TO EXISTING i--;OUS ONE STORE' RE NE 101st S H ST 0= FLANS ARCI -4 I TECTURAL avement) SHE -- -ALAN =EX1STiNG As per er6ric61 Grouo surve. 1/9/91 A -0. SITE PLANS AND GRAL. INFORMATION A -1. EXISTING CONDITIONS A -2. GROUND FLOOR PLAN ,4-3. SECOND FLOOR PLAN A -4. NORTI -4 AND 5OUTI -4 ELEVATIONS A-5. SECT IONS: LONGITUDINAL AND TRANSVERSE A -, EAST AND WEST ELEVATIONS A -1. DOOR AND WINDOW SCHEDULES A -a TYPICAL WALL SECTIONS A -a TYPICAL WALL SECTIONS AND DETAILS A -10. FINISI4 SCI- 1EDULE AND DETAILS E D 0 MOL IS1 -4ED IDENCE ,4DDI A 10 New 1050g s ptic 5' away from use and setback Drain field, s1 a to by percolate.. test INV> THAN a INSTALL THE SOT a. ; - i Contiguous g een a provided 7 x dra a rea F OM STRUCTURAL EDITION A ark B a Fick). ELECTRICAL PLANS B I SCAYNE BAY • ir NW 4144,4 401 v Ipir vir �III�III �����i���� ►11 ►�I / /I /I//I,'iiI/ I i/j �� AkZfl■- ■WA 1: L _ _ r :e detlermined dnd CORM 1 Entry podium a'ld walkway 1 see det. 1 L J Center itre entry /Q O 1 � Fr. can ► R • NFIELD TO BE NOT LESS EA LEVEL DATUM INGVD) HES OF SAND UNDER DRAINFIELO 3' hi. cbs wall 5-1. FOUNDATION PLAN 5 -2. FRAMING PLANS S -3. SCI- 4EDULES AND DETAILS 5 -4. DETAILS AND SPECS. NE 101st ST (2 ' vemerlt) NEW SiTE -'LAN Scale 1/1 a 1 E-1. GROUND FLOOR PLAN E-2. SECOND FLOOR FLAN E-3. PANELS, RISER AN5 SPECS. OPEN PORCI -4 ADD IT SECOND STORY ADDITION 21'- 5/:6' 4 ?'•8 11/'.6' 21' -0' PAVED AREA I2'-I L ' CONSULTANTS ION Ex'ating septic tank to be remoyed as per 5FBG JOSE SANG -4EZ, P.E. CONSULTING ENGINEERS NARANJO + ASSOCIATES CONSULTING ENGINEERS N LEGAL DESCRIPTION 1310 NE 101ST ST. MIAMI SHORES, FL 33138 . *z.)E NEW FOOTPRINT OF HOUSE = 3,118 SF (Including additions A +B, see sketch) A =48sf 8 = 118 sr ADDITIONAL BAY OPEN PORCH = 212 SF. SECOND STORY ADDITION = 1180 SF TOTAL CONSTRUCTION AREA = 3835 (not including exterior porch nor garage.) LOT COVERAGE = 3,118/14214 = 22% C)M/4 LOT 1 BLOCK 1 OF MIAMI SNORES BAY PARK ESTATES SUBDIVISION ACCORDING TO THE PLATT THEREOF AS RECORDED IN PLAT BOCK 55 AT PAGE 83 CF THE PUBLIC RECORDS CF DADE COUNTY, FLORIDA (Subject to setbacks, easements and restrictions of record) SEE ATTACHED SURVEY BY GRANDAL GROUP, INC. EXISTING ONE STORY HOUSE, PROPERTY OF RICARDO J. ROMAN iSABELLE A. ROMAN. FLOOD ZONE A -E, BASE 100 YEAR ELEVATION = 9.00 MSL. LOT AREA = 14,214 SF. EXISTING CONSTRUCION AREA = 3,522 SF AREA TO BE DEMOLISHED = 512 SF NET ADDITION TO EXISTING HOUSE = SECOND FLOOR + A + B = 134e. SF ION AND 1_ O Ll T I- 4 i^ L_ O !- i 1=:) A i l_1 i L.. D 11--1 COD 2. FEDERAL, STATE 4 LOCAL AGENCIES, w /jurisdiction over project 3. r-i i Ar i SI- -40FE S GOD E S AND REc UL_ AT 1 ONS �-_ h1 D AD E C 7LTh T-r GOD 5. CI- 4APTER 36.-C INTRUSSION 4 BURGLARY SECURITY(whereapplicable) GO j i-.1 GL_1 A1 1 O1�1 1. OTHER REFERENCE STANDARDS SHOWN ON PLANS AND SPECS. APPLICABLE ITEMS OF CHAPTER 36C OF METRO CODE RE: INTRUSION AND BURGLARY SECURITY. 1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LB. APPLIED iN ANY MOVABLE DIRECTION AND iN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN METRO CODE 8 C . 2. ALL SINGLE EXTERIOR SWING DOORS SHALL DAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MiN. OF 6000 POSSIBLE KEY CHANGES CR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL NAVE MULTIPLE POINT LOCKS WITH 5/8' MiN. THROW BOLTS WITH INSERTS. 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT CR PIN NOT REMOVABLE CR OPERABLE FROM EXTERIOR, AT THE JAMB, HEAD, SILL CR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK AREA TO MANTAIN BOLT STRENGN EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE. 5. NOT APPLICABLE. 6. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HEVE NON - REMOVABLE PINS. 1. JAMBS OF ALL EXTERIOR OFFSET TYPE IN -SWING DOORS SHALL BE RABBETED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE iNTEGRETY OF LOCKS AND LATCHES. 8. SINGLE, SWINGING, EXTERIOR DOORS, IF WOOD SHALL BE SOLID CORE OF NO LESS THAN 1 -3/8' TNIGK 9. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE'S - STANDARD 291.1 10. VISION PANELS iN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40' OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWiNGiNG DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARD 291. 11, SLIDiNG GLASS DOOR AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED 60 THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN iN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MFGS. ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3 12. NOT APPLICABLE 13. NOT APPLICABLE !4. FRONT MAIN ENTRANCE DOOR SHALL BE PROVIDED WITH A DOOR SCOPE CR VISION PANELS. 15. DOORS AND WINDOWS BY YALE OGRON PRODUCTS: (OR EQUAL) SLIDING DOOR NO. 5651, AWNING WINDOW NO. 5104, HORIZONTAL ROLLING NO. 5113. LEYENDA EVtS1ONS EDUARDO CIAMORRG NON. F414 ARCHITECT 184 WOODCREST KEY B I SCAYNE FL. 33149 PROJECT SEAL AND [DA SI 1 aR,A • 1391 E F1 AN 'ORMAI ON 1 - 1 - 1 D Tel > r T 1. " t -- t 1 4 �_ f r .. AREA 'A' TO BE ADDED BEDROOM "'1 Oak strip floor BATH *1 $ca le 1/4' I' EXTENSION FLORIDA ROOM ENCLOSED FLORIDA ROOM ADDITION TO ISE REMOVED SSING T LIVING ROOM 11 AREA'S' TO BE ADDED GROUND FLOOR FL4N E>< LST ING CONDITIONS ..�. fi--, ENTRY 11 DINING AREA KITCI -4EN CLOS BE DROON Same finial^ CLOSE T 12 as bedroom 1 BATI -4 12 E ►` OOM *3 game nt8h as bedroom *1 BA 1'N '3 UTILITY ROOM GARAGE Cement floor TOILET SEE ATTACHED GOPIES(2) OF EX1STIN OUSE. TI-IE COPIES ARE SUPPLIED FOR INFORMATION FURPOSE ONLY, ANY ISCEF4NCIES WIT4 THE EXISTING: STRUCTURE SHALL BE INFORMED TO T1-4E ARCHITECT. THE GENERAL CONTRACTOR SHALL FAMILIARIZE WITH THE EXISTINcs CONDITIONS AND WILL SO STATE ON N15 PROPOSAL. AREA TO BE RAISED TO F1=E. [ 1 3 1 S . i 1 s 1 � 1 _ 1""-1 1 . A " LEYENDA se REVISIONS EDUARDO CI- 4AMORRO #SON. FA L A ARCHITECT 784 WOODCREST KEY E3ISCAYNE FL. 33149 PROJECT of SEAL AND ATE 1 DiTio\te 1 rn pc- \ 2'I' I5 -9 1/2' \\ \ \\ ' \ 14'-5' 3' -9' \\ MUSIC ROOM \ 104 1 1 103 1 6' 6' -2 1/2' r co 03 4 1 ■ *+4 4 0P COVERED \ \E RRACE . ' • Y2'x 12' TILE ON TI-11 LAIN DIAGONALLY • 4 0 4 *AL AO 1 ■4. tfi • 4 1. 44 40 4 -4' Fir ol e . 1 STEPS, SEE SECT. 1 . . Ia 1 1 12'-e> 1/2' ta 11 ---1 I r 3' - 6' J GR UND FLOOR PLAN Scale 1/4' P w I8' 46' -3' 1 01 1 62' -10' a ' 1 3'- 6' FOYER 4 a ' 8 1/2' r -I Ix rx CART 6Tct E TcS tuk 4 4 1/ / / / / t •.... . 44, . . 4 ■ 4 6 9' - 1' • ►������ MAIN ENtRY ���� CAST STONE STEPS ■••• 11 • 0 .1- - - - - - IV 1' -5' 4 12' -5 1/2' 12 / LR -EXT 1061 DINING 12' -10' 3' -1' / / / / / / / -� 1/2' \ 3' -1' ,; q \ 8' 2' 1' 1 2' l' ero 1" m 1 6 I 116 1 2' -4' • fi o 4- \ 14' e \ r / - Q. 3' -6' 1 113 1 / / / / / / FAM I I.Y ROOM 1 1 1011 108 l I5' -3' !tangs L_ __ KITCHEN n GARAGE WO 1 110 N si / / Overhead door euppitsci by t 16' Nr/ / Floor elope 2',/ ef toward. ov4dd cr+ror• / r 23' -4' 3'-'3 1/2' RO ST 4 One ftro r 10,11i6 1. per - - / Owner installed by GC 0 i —4 . 111 • imp 103 6' -9' 3' -8' 9 1 CONCRETE STEPS 0 SEE SECTION -,9 o k o 1 LEYENDA REVISIONS EDUARDO CHAMORRO HON. FA I A ARCHITECT 184 WOODCREST KEY 13ISCAYNE FL. 33149 GRQUND:LOQR 1=) r - � ._.. . � .> a 1 • 44 1 2' 1 1 1 — t — _ 1 - � -- t r �. t --- - t r +-4 c 1 1=2 f 1' • 1 > 1 ' - 1 - 1 1'x.1 n in in fi- \\ MAOTERBEDROOM CL � / ' 3'- 14t \ 6'-5Y / BRIDGE 5' j/ 4 / ' / / RAE /' BEDROOM *2 1 206 12' -9' ESALCONY BATI -IRO 2 / /' \ / \ \ VALLEY / \ \\ / ' vALLar \ / \ / \ / \4,/ OPEN OPEN TO BELOW 13' -I OPEN TO BELOW I -9' 6 1' -8 t 1 1 / RIDGE 2 1 -11' I/2' l4' -1' SECOND FLOOR PLAN Scale 1/4" = 1 \ \\ /// \ // Rise / \\ // \ / \ / ♦\ // \ / . , I I . / 46' - I l' 8 4 5 I`" \ \\ /// \\ // \ / \ / \\ RIDGE // \ / \ r \\ // \ \\ // ♦ ' \ i \ / ' SEE FLA GEEi FL I/ / / 1 / I 1 \ ♦ VALLEY \♦ RI 4NNG DE rAILB \)l ING / /ALLEY / RIDGE \ RIDGE !TAILS \ /1 /' 1 / 1 / 1 Y REMOVE EXI INCA jCEMENT TILE ROOF AND REPLACE WIT NEW TILE ROOFING AS INDICATED PROVIDE RE UIR D FILLER TRUSSES FOR PROPER ROOF DRAIN E 45 51- 401JN. &DGE / \ / \ / / / / 1— r - i t -) 1 1 1' -t 1 1 1 - _ --1' -- L YENDA On REVISIONS EDUARDO CHAMORRO I-10N. PA I A ARC1 -1I TECT 104 WOODCREST KEY BISCAYNE PL. 3314 SECQND LOOR 1' L. n in eel!! DETAIL 3 t2 12 • 6' 611JCCO BAND ALL OUTSIDE FIXED GLA86 TO COMPLY .U/33sa82 ek 3C NOfl4 ELEVATION Scale I/4" ALL OUT61Dl: FiXED GLASS To COMPLY W/33082 6PeG SEE SEGMENT DETAIL SOUTH ELEVATION Scale 1/4" r 3 12 �. eERM, SEE PLAN ra T ll/ 6' ■ Tite roofing on 90s slate mopped over 30* saturated felt, on 3/8' exterior plywood sheathing, placed over prefab wood trusses. Provide hurricane clips at each truss. Bee typical fascia detail 6' stucco band 'v' tooled score, GC to Insure for equal spacing of diamond pattern see detail. 6' stucco band 3/4' two coat stucco spray finish 12 kik BEFS1 3 3 l 3/4' two coat stucco spray finish 9' stucco band projected 3' see det. ■4 3' stucco vatncoat ' projected 3' see det. '� The roofing on 90* elate mopped over 30• saturated felt, on 3i8' exterior plywood sheathing, placed over prefab wood trusses. Provide hurricane clips at each truss. See typical fa scia detail 6' stucco band 'v' tooled score, GC to insure for equal spacing of diamond pattern see detatL 6' stucco band 3/4' two coat stucco spray finish 3/4' two coat stucco spray finish 6' 6TUCCO eAND projected 3' see det. / $' stucco va tncoet projected 3' see det. in N 1 1 : 1 :! 1 1 z:;=• 1 __i_. C," --?, LErEN1DA REVISIONS V EDUARDO C14AMORRO NON. FA I,A ARCH' TECT 104 WOOrCr sr KEY 13ISC4YNE FL. 33149 PROJECT # 13 of/7/ SEAL AND Ate N - ELEVATIQ\ 4 S a1 I FE T1e Bean 6EE TYPICAL FAeCIA AND J OYERNAN3 DIM 3/4' gypsum plaster on metal lath 8ee note 8ee typical wail det. Ba tcony, see det. provided w/scupper FFE..e;! and floor Concrete arch w/ /ttcco finish Existing crawl apace Wood trusses see note +1 for I hour fire assembly R -19 Batt insulation One hour fire rated assembly as per BFBC continuous. W 2 -3/e' GB t 31 -C SFBC. 'x' as per 0110 Windows beyond not IJ1.c 3/4' cypsun plaster on meal lath eoe note Oats typical wall det. FFE Existing - Fe Tte Sears ICE- Second floor FE- Existing Tie beam WE Existing Say- window soffit see dot. LONGtTUDINAL SECT ION Scale I/4 "= 1' All outside fixed Is to comply with 33082 6PeC I Ail outside fixed glass to comply with 33082 BFBC 12 Bea stair and railing dot. 12 One hour fire rated assembly 2 -3/8' GB type 'x' as per table °.fSC- Us- 41ot sl poet NEE fYPCAL rA6C!A AND & tj •1AN3 Dat. Typical 8' ma sorry w/3/4' stucco finish, provide R -8 rTgtd insulation on natters w/1/2' GB. Continuous flashing, see typical det. Wood trusses see note 0 1 for I hour fire assembly R -39 Batt insulation 6TORGE CABINET TRANSVERSAL SECTION Scale 1/4 "= 3 DETAIL Saddle 12 Chi -4 B4.1,18TER 4 -1/2' O.G. RE'�U�1 Fireplace and mant --- t Owner, installed by GC. Existing grade ey, see det. eook6Y1e1vee n.Lc. ..ter ..r .r .■..r�.r �..�. 12 R •K3 ISATT Ih6ULATfaN 3/4' 9yp6 4f pi aster o+s metal la m 8ee note Ba icors eyond' 6EE RiDGE DETAIL mney, see det. le TYPICAL TILE ROCF1k3 ON 90 Lis& ELATE HOPPED art 30 LESS. eATURAtED FELT GN 319' EXTERIOR PLYWOOD 6NEAT1 -IM3 PRO AS WOOD Tla166Ee PROVIDE EWQRICANS ci.IPe FOR EACH 6EE 6G*fIT AND MELE FA6CIA DETAIL CaNtn1Gu6 4' YF31T ek CONCRETE TIE eL41 6EE 6TMJCTURAL PLANS 6' 6TUCCO IS.A'O AND IN6ERT *EX oirrAIL 6€c91e4TE0 ARCH 601 ELEVATION STRUCTURAL. COLUMN*, 6ES 6TRUCTURAL. PLANS 3' Hai 3' PROJECTED YA1NGOAT. 6EE GET. ELOPED To OUT6IDE TERRACE 12 6EE 60=FIT AND DOWELS FA6GtA DETAIL TYF'1CAL TILE RO FIN3 al 90 LOA ELATE MOPPED ON 30 LISA eAiURATED FE1.t al 6 3/9' EXTERIOR PLYWOOD e ATf41N3 PREFAO W0oD tRU66E6 FOR CLIPS GaNt1NJOJ6 4' VENT EN CONCRETE TIE EEAtt 6EE 6TRUCTURAI, PLANS b' 6TUCC0 SAND AND iN6ERT 6EE DETAIL masonry wall w/R -8 rigid tnsulatton on nailer. w/V2' gypatmr board. 3/4' +Stucco ftntah 3' above FFE vaincoat, see det. Existing floor elevation Existing grade -1 _ - t" - ONE HOUR FIRE RATED Ae EMSLY Wood trusses spaced a maximum of 24 inchefe on centre, ehathed with a minimum of one-half inch plywood and covered with approved rooffnQ materiale. 33. 1 x 3 furring 16' o.c. flat expanded metal lath (3.4 lbs. per ec . yd.) and 3/4' sanded Vermiculite or Ferlite gypsum plaster. 41.1 x 3 furring 16' o.c., two layers 5/8' type X gypsum lath, 6d cement coated or rind- ehanked nails 6' o.c. with butt and side ,joints staggered, per tape embedded over Joints and exposed nail heads covered with compound 1 sJ 1 — t" _ 4--- -1. c==" V r; N is LEY NDA REVISIONS PROJECT 4 ' 1391 SEAL AND DATE SH OT ONS 6' stucco band 111111 11111 All outside fixed alas. to comply with 35082 6F130 otiteide fixed eldes to comply with 3062 613G typtca I fascia deta I 6' stucco band Textured 6 t UGC-0 area wi'V' 'scoring 600 det. 2 coate (3/4') stucco finish Tile roofing on 90 lice. elate sloped over 30 lice. saturated telt, on 5/6' exterior plywood sheatiiing. Placed over prefab wood trueese. Provide ht.irricane clips at eldCil trues,. Typical fascia detail 6' stucco band Textured stucco area w/I'Vs 6COr Itla 661 det. 2 coats (3/4') stucco Tnfeh Entry arcb, eats det. 6 stucco band itERM CAA f30T1-1 610E6 CP ENTRY 6TEP6 3' stucco vaincoat see detail. Exieting FFE Grade Elevation 6' stucco band 2 coat stucco fintsh(3/4') de per arch's instructions The roofing on 90 lbs. elate moped over 30 lice. saturated fait, on 5/6 exterior plywood sheathing. Placed over prefab wood trusses. Provide 11.0f1Cdr10 clips at each true.. The roofing on 90 !be. elate moped over 30 l.. saturated felt, on Mg' exterior plywood sheathing. Placed over prefab wood VA 606. Provide hurricane clips a each !ruse. Exietino FFE Grade Elevation 1 LEYENDA REVISIONS 104 UJOOIDCREer KEY E316CAYNE PL. 3314c3 EAST 4 (LEST ELEVATIONS r'? ?'E'ER f03 3 ` I t03:6TUPY. 10c 10 fKITCWety 110 0 KITCHEN j114 . ile 113GARAGE 1 GARAGE A 11 C R44G 3ATHROt` 0 k o 1 .R USE 104 .,104,,' 1 iyetc QOM r0 104' f rtu $ r .1 j 202 1202 WALK-IN Ct.. 203 1 203 WALK-IN CL 201 ( 2o1 ; �i1AeTER6aQ OOM 1 2 x '6'8' I F 2'8'x 6'8 I C 3'x 6 C 16'x 6'8' C ,3'x 6'8 D 3'x 6'8• Fib W00�7I I $riding Fr�hh pQ ore. w /tru divtdere. WOOD WOOD G SOLID W000 Supplied by Owner, ine.talte by Cx& gliding Fren .h Door w /tru IPELiGH,T6 dividers 101 1105 LIVING ROOM log 1 101 FAMILY ROOM 112 1 110 WORKROOM 114 1112 SATNROOM 20) 201 OATHROOM 202 208 BEDROOM 0 '3 203 101 FOYER ?0 204 MASTERSAT-4 205 204 MASTERBATN 206 I 201 MASTER/BEDROOM 201 MASTERBEDROOM 208 '1 105 LIVING ROOM LOCATION 103 STUDY 105 LIVING ROOM 106 LR -EXT 101 FAMILY ROOM 108 KITCHEN 111 MAID 105 LIVING ROOM ' vARIE:E TYPE 'A' GNE[pULE WI DOIU ofolia g THickNao 1 MAT 6'X 3'8' 6`'x 3'8' x 6' 3'8' 8'X 6' 6'x, 1'4' 9'x 3'8' 6'x 3'8' 3'x 3'8' 6'x' 3'8' 6'x' 3'8' m Eergency eggree.e. Double hunc Tern per< iowsr e 'TYPE "F' Frenzh Door DETAILS 61 -IIMER REMARKS 2 unite. 3 unite. 2 unite. 45d Say window Casement CaasTent 2 unite. 2 unite. 2 unite. Fixed glaeo Fixed gla6b TYPE 'I,' 450 1:3AYUJINDOW CAL ASS AREA CH HON. FAA ARCHITECT 1 S. 4» WOODCREST KEY E3i$CAYNE L. 3314 12' I1ASONRY WA4.L U./TWO COATS 3/4' 6TUCCO ON I30n1-4 610E6 8' MASONRY WALL W/R•3 RKsID INSULATION 4 I/2' GYPSUM BOARD ON NAILING $TRIPE TWO COATS CEMeNfi PLASTER ON TI-113 OUT6IPE PACE. TJLU FLOOR UJ SA6B ON .THIN BET . 4' BI..AE DEPRL 66ION, USE WATERf'ROOL' (PECORA SI MEMBRANE ON BALCONY. PROVIDE 4 l -1/2' TUOULAR PIPE6 DRAINING FROM THE TOP TO 610E6 OR ARCH, AS 614a 1.N. . CONCRETE ARCH, SEE STRUCTURAL, a? •,- '' 1 , ! m , ,, , . i , . 7 !uR PIRRt 1�ATEI7 .468EM LY IP .`tr' .a6 # a 1 111L ri, 24 6x g ' r ce ra ;.' herathsa ': tt l` T Imui s P:_chne i 4-16,h pt u `pcod avid . ov e r`d tu!th'approved toting matsrtal8, .:4 !WONG ON ° LB6 6LAfis MOPPED at 30 . L88. 8A11aRATED f vT' g' EXTERIOR PLYWOOD I' R,' i9 ATT IN 4JLATION PR1: ENGINER ED woo) TRU86Eo PROVIDE lal,iRRICA1 .METAL BTRAPB FOR EACH. t121.166. . MORTAR EAVE,. WITH WEEP HOLE AY INCH COVER XOPPER DRJP TAIL • LOOKOUT FACIA 1 ou611.41A i2' 6', 2"k 6') 811.IGCO 6OITIT ON UJI R4 MEe 4 IWGON;tINUGU6 4!> VENT 9TRJP. I'x 3' MMUS 16' O.C, FLAT ES<Pi DED METAL LATH (3,4 LB& PES 64, YD.) AND 3/4' BANDED VERMICULITE OR PERLITE GYP8UM PLASTER. 1'x ,3' FURRING 16' 0.0. FLAT E)CPPIADED METAL, LATH (3.4 LBS. PER 6 ..YD) AND 3/4' SANDED VERMICULITE OR PERI.IrE GYPSUM PLASTER. 2' CART STONE PAYER ON MORTAR MD OVER CONCRETE BLAB SEE 6tRJCi1JRAL. 2'X n' CAST STON0 QN t2' STEH WALL ON SOT BIDES OP STEP WALL 6TUCCO FINISH ON 610E6 } RAA01$ ELEVAT f 4 . �Jt1,tn .4) :,rftat expand1 i x c t Lath I ? ' . `yc :1 and 3/d' a r� d.V m! utit Pe'I t yp pta6t4r? 1r 1 . 4 x r{.fI1 lilt t 1 �� .d . 4. two Ia 9 rIi8 /V t p yx g� 84I1� 1 t , i $c1 CQrt1�°nt '00,t0, iO .', �8han�k drla 1a�� ` � �.c. with Butt 'nd tJOtntb ova Y , :;Or d paper' tape eir ck1ecl otnta ar exposed elan head6 Coverecd afr .t` OCN6T ' TIQN JOINT 6 L a,8TRUCTURAL LCONY 4' 8LA8. DEPRE68I0N. SEE STRUCTURAL 6' STUCCO BAND 2'x 16' CAST STONE PAVERS, I' SLOPED TOWARD IOUTBIDE TILE ROOFING ON 90 LBS PLATE MOPPED ON 30 LB6. SATURATED FELT ON 3/8' EXTERIOR PLYWOOD SHEATHING. R-1 GATT INSULATION 1'x 3' FURRING 16' O.G. FLAT EXPNADED METAL LATH ().4 Lee % PER BQ. YD.) AND 3/4' BANDED VERMICULITE OR PERLUTE GYPSUM PLA6tER PRE-ENGINEERED WOOD TRU66E6 PROVIDE I-IURRICAME METAL 6TRAP6 FOR EAGI -4 TI• LI68. MORTAR EAVE CLOSURE WITH WEEP HOLE AT MACH COYER TILE COPPER DRIP TAIL • LOOKOUT FASCIA • 6UBPACIA (2'x 6', 2'x 8') STUCCO SOFFIT ON WIRE MESH U!/CONTINUOU6 4' VENT 6TRIP GYPSUM PLASTER SEGMENTED BARREL VAULT, ON DUCTILE EXPANDED METAL LATH ON I'x 3' RARING, AND WIRE HANGERS. CABt STONE CAPITEL 4'x 16`x 3'8' 6' RAD IUB CA6t STONE COLUMNS. 4'x 165e 3'6' CART STONE COLLIPTPI'8 BABE GRADE ELEVATION REVISIONS EI UARDO t y C1744 ` NON, FAI, ► ARCHITECT 184 WOODCREeT KEY EalleCAYNE PL. 33149 1 .? 1 r■ 1 1 1 _1.4" r. r • f , DETAIL STUCLpATT . °/ 2 coot 3 /4'. limii land imeni ■ of ' aurrdce applied t Reotet and wilissimmt e.ounter fla ahtno alls I M ,. fir TI1,4 PdO ring Ffextbld tlaahtng Ext*d are -bored it up, the wall (6'in (n.) • copper;;VaIY$y fide411 3 /4V 4 2JIXiE VALLEY 5'mtn. 1 f 1 -. sm . miss MEN UNDER6ID Of PAeC1 r SEE DETAI 6'+ $ttk.,Cd NANO CONtMUOU6 2 COAL 11Jt cO, FNI61- Ae PIER r. ARCHlT! CT'S INOTRLICTIONE r 6rzco HAND I051 10' ftuAREB WITHIN, 'v' TOOLED SCORE HORIZONTAL, JQINT6 TO ALLOW FOR D IME N610NiNG ADJUeTMENT 6'+ 6TU5ZO HAND CONTiNJOU6 2 COAti.BTtkcp, Fi■leij Aar PER ARCNItECt'8 NetRUCT1ONt3 qa Imo 3/ LSO rood mo ova" -et valley trig and cups r• f GC TO. �Neti.RE PRQPER Al.lCar�•INlEt Fort EQUAL 6PACNO OP OiAMOND(43D) PATTERN 2 coat 3/4' ettidod eealant eurrd t applied Regiet and cot.nter flaahing t irod flo Mortar at clt pan ills / nnnnn y IA I nnnnnnnn t / 3/4' plywor3d eheathtng Roofs underlayment continuous extend up- waI► dpi indicated 2x nailer �'YF'ICAL: WALL /TIL ec41i01.1/2 ,l' � ICAL. 1��41.1„/11L I I A l IN a cs '7114 T119, . rQofreg Rld$e the mgr tar cloture w /chicken wire r3tnrorcement Ilss•* RQdr underlayment conttnuoue or lapped aver nailer • Q TF3•ELV EMU GE .. •• T1....-11.•.r NNW 401 IGAL U1ALL; SECTION STORY AREA Scale 3/4" L '+. Tile ROOFING MOPPEp ON , LBB► 8A1`Ul4ATE0 FELT ON DAV EXTERIOR PLYWOOD eHEATHNb. R -19 HATT INSULATION PRE -EN INEEREP U)COD TRua6e6 PROVIDE Iat,IRRiCAM@ METAL STRAPS FOR EACH TRW). MORTAR EAve dLO6URE WITH WEEP HOLE AT EACH COVER COPPER DRIP TAIL t LOOKOUT -- PAeCIA 4 eUSPACiA (2'x 6', 2'x 8') STUCCO SOFFIT ON win maw W /CONTINUOUS 4' VENT STRIP. I I/2' x 6' 6TIJCCO HAND CONCRETE TIE BEAM 6' STUCCO HAND•CONTiNUOUS 1'x 3' FURRING 16' O.C„_ TWO LAYER6 3/6' - i TYPE 'X' G u LATH, 6Ea CEMENT COATED OR RiNG- eHANKEEO NAiL8 6' O.C. WITH QUIT oR vole JOINTS 6TAGGlRED, PAPER TAPE EmsEppEc. OVER JONT6 ANp EXPOSED NAIL HEADO COVERED? WITH COMPOUND. SLOPE 6' STUCCO 0AND, CONTNUOriB S' MA80NRY WALL W/R -S RIGID INSULATION AND V2 GYPSUM HOARd ON NAILING eTRIPB TWO COAT CEMENT PLASTER CH THE OUTBJDE PACE. WOOD HAKE I' MIN. GYPCRETE FINISH ON I/2' COX PLYWOOD UNDERLAYMTJT ON 30' ROOFING FELT ON 3/4' COX PLYWOOD eueFL o , . STAGGERED JOINTS. eECOND FLOOR 6Y6TEM UNL>183 OTHERWISE NOTED. DOUE3LE TOP PLATE REQUIRED ON ALL TRU6 E6 uP TO FIRST PANEL POINT. 85X NEW CONCRETE TIE Mail 4'x 6' P.T. WOOD LEDGER W13 /8' d. ANCHOR 13OLT6 AT 24' O.C. EXIBTNG TIE BEAM, PROVIDE ie At 24' O.C„ DOWVELO TO TIE NEW TIE E1E4M. '6' S11JCCO HAND, CONTINUO4,18 1'x 3' F1.1RRlNG 16' p.C„ TWO LAYERS 3/8' TYPE 'X' GYPSUM LATI4, 60 CEMENT COATED OR RING - SWANKED NAILS 6' O.G. WITH Butt EmeEDDED OVER'JOINTS AND EXPOSED NAIL 1 COVERED WITH COMPOUND. eLOPE to OUT81013 48d CHAMFER TYPICAL 2' STYROFOAM teACKiNd FOR 2 COAT DEMENT PL A6TER tUANBCOT ATTACH wit t-4 MORTAR S' MASONRY WALL (EXJ$tING) W/R -I3 RIGID INSULATION AND V2 GYPSUM BOARD. ON NAILING STRIPE TWO COAT DEMENT PLASTER ON THE OUTSIDE PACE. WOOD HAKE EXISTING FFE E>(IBTING CRAWL SPACE EXl8TlNG GRADE 1 1'-4 t 4000. .41 11101016411 - _____ 1 1"---'t 1 ..�. ONe NQUR FIRE RATED Ae6EME3LY Wood trueees epacsd a maximum of 24 inches on centor6, sheathed with a minimum of one-half inch plywood and : covered with approved roofing materials. 33. I x 3 furring 16' o.c. flat expanded metal lath (3.4 Ib&, per al. yd.) and 3/4' sanded Vermiculite or Perlite gypsum plaster} 41.1 x 3 furring l6' o.c., two layers 5/8' type x gypeum lath, 6d cement coated or ring- ehanked natia ac. with butt and side Joints staggered, paper tape embedded over ,joints and exposed nail heads covered with compound TILE ROOFING ON 90 LB6 SLATY MOPPED ON 30 LBO.8A1URATED FELT ON 8/8' EXTERIOR PLYWOOD 61-4EATHINGi. R -19 HATT NeULATION PRE - ENGINEERED WOOD TRU86E8 B PROv1DE HURRICANE METAL STRAP *3 EACH TRU88} �/ MORTAR EAVE GL08URE WITH // g WEEP HOLE AT EACH COVER ,� COPPER DRIP TAIL LO0KO4JT FFA$CIA t $4.43FACiA (2'x 6', 2'x 8') ELOCkNG A6 REQUIRED EXIetING TIE: BEAM IN 3' FURRING 16' O.C. FLAT ERl''KAPED"T (3,4 LI3e. PER eQ. YD./ AND 3/4' BANDED VERMICULITE OR PERLITE GYPSUM PLASTER 8AY•wINDOW :k SEE WINDOW SCHEDULE TILE FINISH ON THIN 8ET WINDOW BILL CONCRETE .CAP AND WINDOW LEDGER WItN 29 KITCHETN CAE31NET8 6ERViCEr ENTRY CONCRETE APRON AND CONCRETE 6TEP8, SEE PLAN FOR LOCATION BAY WftVOW W4LLSECTICN Scale, 3/4"= I' OP cA :9 `,9 PROJECT 1391 SEAL AND AT TTFICAL LUAL S 4 p AlC ti ' REVISIONe EDUARDO CNAItQ1= ;0 PON. PA1,4 ARCHITECT 1a4 WOODCREST KEY 3ISCAYNE PL., '33149 t 0EDROOM BTQRAGE NVAC OATH ROOM *2 04 o ROOM 1-4VAC GENERAL CONT 61 . . MALL 1/Et31�Y. c18tiNG FL00r2INc3ANt7 BUBFLOORMG CONQtTIONB. WE SNAI. IIpAIR ANC) I�PL¢CE ANY EScI$iINC3 DAMA�aE,.' at 264 'Cm f toot Oak wood threads 4 r'aera, uvtilywood Bub rtQQr • . • >R 1 /!f -!a' r „ t 406410 ' }` Ott chefs t o cartfag$s rail 40 t with tang 41 4cdQt at 1n4 (It ,' 3W4 $1\14 FtAht Ga s3QGR AND tura . INC , REMAI'KS SEGMENTED BARREL VAULT CEILING, am SECTION USE TYPE 'X' DRYWALL, NCLUOINc CEILING DOUBLE HEIGHT CEILING, SEGMENTIEO BARREL VAULT, SEE SECT. USE TYPE 'X' DRYWALL, 1T4CLUOINa CEILING USe TYPE 'x' DRYWALL, INCLUDING &LING 2' SLOPED FLOOR TOWARDS OS 4EAD -tOOR6 114C1t18 FIRE RATED WALLS:2 0/ GYPSUM BOARD USE TYPE 'X' DRYWALL, INCLUDING3 CEILING USE TYPE 'X• DRYWALL, INCLUDINd6 COILING --.).. - , `"`.7 • 1111 I LiA LI, 6 L' /Ti \1 LL !ANA, To %M til l ('L X %7 14 ' F eg . _ (1) CAI r 1 VI Ex1��T )4 ALI, 1O IX rzeMP6 A Ra.{' L �r''.M L-I T 10 : _ . 0.A0 .)0 1(.00 .. /' AL1M t0 L_1 s t& 4. fit" .4- v 1 1.4 L_ 1-6V4 4 . :V Oil 11 LI, - Ti 1 • -4 - _�- --1- - ; ,/ I ✓44i• ‘,Utlfi - ,4 V, p,1, I rear/ 0, W ,1- .1,, ML p01 W1.4-* 14 L4- WW I f , I r/ Lit G r+ �. 7 -, ,�' r,',. ,:_. 7`7 "•.,, c r ' ,/ L....,...... ......... L FLO6 140114 • 14L � r j w r .$) 4 - J am 271 /7 '1/1 % f t•) �4 e7 ; O 1~1 t -• 11 wale t kr. { 1 Lt 6' (0 ! WF Ci'N G>f1VA 1'st7 1 It,1. c> � '4 b 1E t1 ic I2 G41•JG . G ' Lt)M / rtey < 5 .. • IlfW !4_ , I LI r , t !kJ {r •: Yt". IL! CELL ri1 ;i 11 � �, • �A.��i 144; ` �' . �' % x �a .We .. Fff `'i EX15i1 IAA). 17- T , r . � j = // v " .a V' • 1 ,-, --.,f - r 10-5 _ _C" -- __ U co (. 1) M 1 v. v i - TV P51-1N4 � SECTION r >. SCALE: 3/4' :1 DETAIL COW SCALE: 3/4' :1 —0 - a tf •••• ,.., wirk 4 yrf. > I :.4% . 12. 44.111 f t-.4 k?; JOSE A. SANCJ P,E CONGULTINQ EN0IN FZt 2000 ,0.W. 20 LA MIq 1:44.4 tr. IQA �'f l #OtS 2 o1O �` • • pumzpo C UAMORRO i f. HON I AIA ARCHITECT 784 WOODCR ESr KEY i }3 SCAYNE F',. 33.14 -9 r �^�tr+... :ssfY'w"..'.`e..�'."an"Yy1•T'�• MV+w'+M ,. — ••• • l; i! C) • . . -+ .i�+►'�i ___.__ '- .«.ai-- "�1-- -- .y 3 i3'.— ..e..�..rz.- Jn i�r....ia ;...... '.-' 3.•- .::yam`: I ' !i t 4 NO 1110V PI u:; Toy L FId 71:i ROOF FRAMW SCALE 1/4':1 -0' 1 &C ri 14/ . 1 �--'" �_ 4 - ' I7. 4sq 1 r I✓lai1 12 I2AI L-I Fi G1 .-M) -, 1; 1= 1,JLL. .�(�r�l r, MrifTifT.1 IPII:1 - ' x/11 i T •••• ... t,. • rt,..f 14,66 i4`) 1 • r '- lt1J�l T; le x 4 YI f; ?' 111,6`,;‹ SECOND'I SCALE 1/4':1 & = j/: v " " r t_ i' EL.c r j t, OR FRA (42 IT ` ..r 4 ct ��� �r�•� c ate, f IwJ« ?r' i s • fir f •P r 0 • P>Ufee NIL 5:2 r ST l r. 1 tr ��' %_�.i �= �i -‘! ( -V '1 i 1- :a 1L A 0 6 4 .1 1 A 1 N 4- 4 41 " tst im' • A. dl a4 N 1 I u0SmL /t, SANCHEZ, P.'± . CQN8LJ4'rlkc gNc3INeF'Re 2000 ow.- 20 LANM . F'L ?A IOA 3313 doG-442.O1OQ REVISION'S EDUARDO c1- 1AMORR0 ZION. MIA + • ARCIHH1'1 784. WOOD.0 ZEST KEY. BISCAYNE FL. . 33 :149 T • • V TRUSSES OYU 40 INSTALLATION SUPERVISED BY SPECIAL INSPECTOR REQUIRED Pd. OR ARCHITECT (S.P.B.C. 305.3) 1/ GLRDEAS IN SYSTEM TWO E THREE MEMBER GIRDERS TO Si FASTENNED USING 6101 NAILS AT IT OC ALONG CHORDS ANO 'WEBS STAGGERED ON BOTH SLOES OP TRUSS. FOUR MEMBER GIRDERS ADO 1 THRU DOLTS AT 24' OC ALONG BOTTOM CHORD ARO AT PANEL POINTS ALONG TOP CHORO. - irT>bM so to4:a ALL. Ot AEHS►ONS OVERHANGS. PITCH. ETC. > A d51' 414tcxto bE.fGA! 4A0EAINO TRUSSES IT IS YOU11 $ESPONSI9IUTY TO Ct$VCN OUR TRUSS PLAN. 1/2• COX (3248) PLYWOOD MINIMUM REQUIRED V AEQUIRED SAKI ENO VERTICtI WEBS ARE TO BI BRACED EVERY 30' AT APPROL 4S DEGREES TO • ADJACENT TRUSSES JI ORDER TO SUSTAIN LATERAL WINO LOADS 2 2 4 LEDGER BOLTED 4'V O.C. FASTEN WITH HURRICANE CLIPS 1 r • ■, FOR Tut °OWN Of COMMON TRUSSES UP TO SOY SPAN USE A BAkCH ANCHOR STRAP AT EACH ENO. FASTEN WITH (3)•164 NAILS STRAP TO BE BENT ANO NAILED ON PAR SIDE WITH ONE (1) 164 NAIL 1450 LBS. WORKING LOAD UPLIFT EACH. SUPPLIED BY BUILDER. REFER TO ARCHITECT OR ENGINEER FOR COMPLETE TIE DOWN PROVISIONS FOR TIE BEAMM, WALL ANO FOUNDATIONS CONDITIONS. 417/1 =sir rr;s s�ar t—.s: ._•- - - - 4 i0 t t A G tasr N4 '24<.- ; M t- 0 r tie' 4t A/ 2 FOR ROOF TRUSSES UOTO 45' SPAN USIE HUGHE$ JHA 21)210 JOIST HANGER OR APPROVED SIMILAR. FASTEN TO GIRDER WITH (Ski 44 NAIL$. USE (8).164 NAILS IN SLOE PLATES. 2340195. WORKING LOAO DOWNWARD. 864 LBS. WORKING LOAD UPLIFT APPROVAL NO. 890603.10 SUPPLIED BY BEST TRUSS CO. FOR HIP CORNER JACKS OF W 1 It• SETBACK USE BASCH NV MANGER OA APPROVED SIMILAR. F ASTEN TO HIP CARRIER USING (12)161 NAIL& APPROVAL NO. 7 ►100.1 ►10 SUPPLIED BT BEST TRUSS CO. FOR COMMON JACKS tf -C SPAN ANO LESS USE BASCH 221 CLIP OR APPROVED SIMILAR. FASTEN WMTH (12)-11 NAILS INTO GIRDER AND (6) - 44 NAILS INTO JACK& 600 LBS WORKING LOAD 00 WNWARO.400 LB& WORKIN0 LOAD UPLIFT. APPROVAL NO. 7S-3311. ►111. SUPPLIED SY BUILDER. FOR JACK 1 C SPAN ANO LESS FRAMING INTO CORNER JACK USE BASCH HURRICANE CLIP TOP. ANO BOTTOM OA APPROVED SIMILAR. FASTEN WITH EIGHT (S) 54 NAILS EACH. 532 LBS. WORKING LOAO DOWNWARD PER PAIR. 33S LB& WORKING LOAD UPLIF1PER MIA 335 LBS. WORKING LOAD LATERAL PULL-OUT PER PAIR. APPROVAL NO. 7S-112. 1 -11 SUPPLIED IV BUILDER. J Y J )t s.5t REVISION OF THIS, SHOP OR1AWU$0 Sr PROilISIQNAL E LNEE1i IS is COMF'iWNCt OP POLICY NO S. METRO 0A011 COUNTY BI�IIOING AND Q NINQ DEPARTMENT AND EXCt ALL BUILDING COMPONENTS NOT VABRICtTEO BY BEST TRUSS CO. REFER TO ARCHITECT OA 1/4011411.14 FOR COMPLETE CORRELATION OF THE INFORIAATION PRIQVIOE6 IN THIS SHOP DRAWING WITH ALL OTHER TRADES, STRUCTURAL BEAMS. WALLS ANO FOUNDATION REQUIREMENTS OF THE S.F.B.C V NIPtf) IN SYSTEM ,. 1 fr CI.! A'i E __ 1 i1 ' T ove12,.- 2(,�� 1 5 + -t ; try y 4 , ,1#4- ► , (!S 4q. ai9.peg *I( (o cA. + GtQb. -rt- Co (14V) ' F F.' 4 671 c) ..12 F'r" 1 Cia -11 - Ft.0 Lis 1 . ttL n ft C 6trrot. , FOR TIE DOWN 01 PRIMI HIP CARRIERS W. TO w SPAN AND GIRDERS CARRYING UP 10 300 SO FT 00 TAMMY R001 AREA USI TWO (2) BASCH ANCHOR STRAPS AT EACH ENO. FASTEN WITH (3)161 NAIL& STRAPS TO BE BENT ARO MAIO ON FM BIOS WITH 0NI )1)-161 NAIL 1450 LBS. WORKING LOAD UPLIFT EACH. APPROVAL NO.7S.171 ►11 SUPPLIED IT BUILDER t' t 110 S'4)J 4/2 4 4) i 'L,,,, Sit eAJ , V ?r/,T 4411/ 491.v @"5" tt. PLJUi (L 2._. 1440(194 :‘, � 1 SEA pi rru9 it k11, vy � tt Cf t gr C1.- 14, "t+ t - ji r 0 V LU < m �w L = J w G Q r< 4 o 3 111 8a o La a- LL >,_ • • ,7 " - { 7 S , grr 3 7 ,r.?A 4 ,iff •,7 ; ; 1.; • Y/7 AttfailiViii■A•OLA AU; OtMENS10/4$ ElifERHANGS. PITCH, nte, FO1$ (30*1*,otgommoit Tivis4fi (JP T0.59%! $PAItpt,i Oction TO se orik 0110/111 CR RU , 1 ,RING TSSE , 11 IS YOUR sTRA, At giko tNO. 0,,tift.t4 #1T14 (4081 M-ItS VTRAP 0 $11 6d1? A/40 NAILED RESPONSI$11,J0 TO CHECK OUFF TRUSS PLAN. fA14 $1011 vie (1) )6.1frimt. 104 ult. woftKiNo LOAO utios EACH. SUPPLKO OY $ 1 .114DER. Atitp.To Vicariet OR c1.40INEE$ FQR Obl&FLITIt lit DOWN t/ CD* (*II) Ftyw000 PROVISIONS /OA rid SEAK.WALL ANO FOUNDATIONS CONOMONS. 141t4NIUM REQUIRED OWE ENO vEATICII WEBS MI TO 131 BRACED EVERT 341 AT APPROX. 41 DEGREES TO clAt TRUSSES IN °ROES TO SUSTAIN LATERAL V/IND LOADS. 11 4 LEDGER BOLTED 4 r FASTEN WITH HURRICANE CLIPS • • 0 -.4. ilk: '% 4 If REQUIRED ti LP - Z31 - - s PA o3 ID T844441011* 40 • iNsT4u.41104 puPutvisto al SPICA!. R4SPECTOR REQUIRED L ON ARCHITECT (SP LC. 30E3) 1 ......... ...4.**••••••• " ............ - 4" if tiROLAII 0ISYSTE11 TWO 4 THREE iitmOUI 410outs TO BE FAsTutto vim*. iD• RAIL1 At 1r ALONG CHORDS ANO MBE STAGGERED ON BOTH SIDES Of TRUSS. POUR MEMBER GIRDERS Nov BOLTS At 24' OC ALONG BOTTOM CHORD AND Al PANEL POINTS ALONG TOP CHORD. 4._ iott AoOF 'Moses %.iss,p) 4S 4.$U$* HUGHES J144 213 2ila J0 RANGER OR APPITE0 SIMiLAIE FASTEN TO GIROER WITH (81 NAILS. us$ 0).1 NAILS IN MOE KATES. 234G LOS. WORKIN LOAO OOwNWAAO. 464 I.$. WORKING LOAO UPLIFT* APPROVAL NO. 89000 10 SUPPLIED BY BEST TRUSS CO. f 4coc:s co I 1 .P 46P1z4 1 i-ro ti 1 i 1 1 t 1 I ) I fCr./...1 vS — s=11.4 1 ._:1 AMMAN/ FOR HIP CORNEA JACKS Of r It' SETBACK USE BASCH HP HANGER OR APPROVED SIMILAR FASTEN TO HIP CARRIEA USING (12)l61NAJLS APPROVAL NO 7111111.1011 SUPPLIED I HST TRUSS CO, FO A CG HMCO JACKS tr r SPAN AND LES1USI $1$CN 221 cto OA APPROVED SIMILAR ASTEN WITH 0441 MAILS INTO GiROER ANO (TO 41 NAILS INTO JACKS. 101E01 WORKING LOAD DOWNWARD. 401 UN. 4/01111100 LOAO UPLIFT. APPROVAL NO. 71101,11. SUPPLIED 11 INALDEA. 4— r t. Z J. /s7/uc (3. s 1 MtP(BOT SYSTEM f04 mcp r sPM ot2 U$E ARMING INTO CORNEA JACK USI BASCH Hi/RA/CANE CLIP TOP ANO BOTTOM OA APPROVED SAILA% FASTEN MTN DONE Pi 64INAIS EACH. 01 WORKING LOAD DO VINVIARO PEI PAP. 331 01 WORKING LOAD VW, KA PAHL 33S LBS. WORKING LOAD LATERAL PUEL-OUt PEA PAUL APPROVAL NO. 71112. 1.11 SUPPLIED 11 BUILDER. ex 1 , • ••• •••• • . .Vr RiyisioN OF 11411 SHOP oftAwisO S Pf1QF $1011A ENGItitER 1$ IN 'CUMPLIANe$ OP POLICY NO. $ METRO 0,411,cOUNTY 41,40040 .. AND z01111t1O r) EP ART $11441' AMP EXCI ALL OUN.OING COMPONENTS NOY FA881CATIC1 al 0E0 Co VGA StAttlf$ NIS 40 4 - REFER TO ARCHITECT OR ENGINEER FOR C1/404.1q$ CORRELATION OF THE INFORMATION PRQVIOto 14 THIS SHOO CROING WITH ALL OTHER TRAOES, STRUCTURAL SEAMS. WALLS ANO FOUNDATION REQUIREMENTS OP THE S.P.ELC. PCJA TO DOWN Of Ma Hk1 CAMPS UP. TO 44' SPAN ANO GIRDEAS CAM u* UP TO 301 SQ ft Of TRIBUTAAT .ROOP AREA USE nvo (21 BASCH ANCHOR STRAPS AT EACH ENO. FASTEN WITH (3)-1611 NMI STRAPS TO BI PEAT M) NANO ON FAR 11011 WITH ONE (9.161 NAIL 1 LE1 WORKING LOAO UPUfl EAOL APPROVAL NO, 1/171.111. SUPPLIED 11 BUILDf.A. ' \A /c 7.)tstai) \ \ - ' 2 0 6 U N 0 it ii li ,_1. • '. ill !It 11 Ts .? el ;i IV! i 11”1 i I ! li ill Iiii 1 irli 111 z is 3 i I Li ,--• _ lah 1 1 / Pili 111 1 6 1 1 1 11;11 11111i *I ili ill I 1 . 1 li• Pi !Alis" 1 li 11 1 111111t, .11 1 Pi t 11 1101 11P1f( i -9 1 11 .1. 41 ) 1- :f 10 1 , i l l i i t i 1 11 111 1 1 1V „ '-. • - - " • • o; • • ♦•.■-. S yr .._. . • .� • A ..F f�.4w ,,............: ,t_ • 4 tar Gfp • e? . . „,— Y. s.- . kALL .AI.) - • <. ••••••• +..a.•,.. ..#yam.:: ..v+.1;..� **,""F''' 1414'zr 60 Or GPI%; p pT 1,4.10- ibU pi, j$ 1 ,40/it/ loa O, ✓. X rf $' v : ” ? , I I•l, ;1 . 12A1LINl4 P �( OT1-1 e.ve> S" GO■L ��� -- -- - - tF— 1L 1;° 1 _ txu p! ley)? Ler26ivi IN- 4 0 b & + . 11 LZi't WALL , rftt, Gib • ,. • 1 ' ' . . „ ' , . • , .4 • ,,, ,. :. 1 .," ;- :' I * . ' . • A ..,/ „ .. . , .. . , , 4 * -. - t" t,,*„s• - '-' - .-? - - -,s - MARK ..,, . I Z .E*, '' '. _ .- . - MATERIAL _ ,.... EllFOf3CM 0 BAS,,t5r.e,-A - ... ' -Qty,94..Ni:$:'-. 0 b t mia., - ,4614 • Aii , , 06-00e ' - ,, . , . , • A , . . 0 vroi•)c-,04 - orroo,t.. i f4 x 0 /6)( I er0 eta= j A V A' .1*kt ,,... ',. - _ 0 - it II< viA4:09 641 4 0 Sts0t,. eout■Aait , . , 4* ‘ 116$ 0,4., . ,4 ' , Got406 444 vO -r10 ,e 4G • • ot x. ; 1' . ,, letv 4..."44:. 14 frskit ' . ';. fte' 7'x l,e 4 7ve• xie) ., - ,,,, - 611 - 'T 1X1/4* glr-"Ai- 0 e m-riNit.. >1.11.4 . --- e1.4.0, vaerr. A ii-o-r16pc," , ,' - ' -',. , - •,-;-- ,., , , , , *. _ - . 7 . A ' . • • ' •,".• ••••• '. ...--' A A i'...• - - - '!- ' ' ''' '-'-.:" -' '. REINVORCEMEN-1 . t _ 77 . . . -. . . - ' ''''''''- ' • • •'- 7 • VT. , 4 , ' REMARKS ,$RACING E. E. ., ,44 - - .4 ??. 4 . .T•te" ,'V t, *1 • • 4(e., • r e 1• ••••••••:-•-- • 4ENA.Tioo „ .; • • A A „ z -4- QMI4r 149}4s WLtftE • .01VIS, GOt1/41111 ,T0 4 , PAIIAPE1 6 0 0 0LE r iE s . c, Q ' 0Fr$1":1 ",t) ncFn (3A RS • • •••••.,•• 1 • • "*"`" , • • Et,. lee. 'PLAN - , ^ • ' . , • ', ‘ . : A , , . , 4 ,, '• A. 4 • % ;* v`•: .--- -2 ' ,, ''. 1", V a , e . • ' , , i .4 -‘ ••• 1 . - , , i'," , ' Atit)- itiElili'lil1(-A 0 n - ' ' - , 1.. '-, ()a roe i itig 1-. si./. 3. ' '''' ' ''''' S1-t: 1C1-1EDIJI,.-- ---. 7 - 1 ' ' ',' l• ' ' - ' , ir -' ' 'Ir ''3 .. ' ••"‘/• Y.P IC AL Cv , 'V • • " $ rit,..SKA,cipc, - • A OIMP:t1S101 01' (0t.t.J14t , •' -T11 tylAft, 0m: 1)1.4•Nitt:. - • C' 4 3 4 r (o. OR 4 4 AT 24t viIIICIIEvr.11. - " \ rt.00rt PTIG Ot..7.A SEE" PLAtst • _1100i 0i1,c0U.J.44' YAPOR`13ARRIit' ;SEE SPVCS. COMPAC . 44 4I crrr: c)K1 PILL \ p : f 6 \" v . • At _ • ' , !•; -• , ;.• s ' <OM P,AC • ...a 747, < • :1 4-" r * ' " ' _ ' • - • V . . 4." , ,1 - : ; • - 000 I I00 .......ier••••••••••• ..1•47 4. .. 1 ‘' • • • . ' WJ f A • c FOR -0 10 yEIVI1CAC PrE141:Tcti,,C 011 • • -" ' ; riv:s to! `vF..ti fICAt. Itt-:111F 4 et p&t-ist.),N • 1 , 1 -.. gt....5.‘,/ 0 e.)' • , , ra.-- - ,•,.. , ,k , \ • FIL TYP. 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DOWF SAME S171 ). • Ant) 1 11€I1ir„ -fa • I(t)()K 'JARS 4f.1,9\tV) CEE COLUMN SPLICE fooa r • "• • a FTG: DT ...A..— . ; " g % , s ,1 • • )( wook) Ft 4 t t,i#t4 flop FL-14-16,- rtzto it4i-crimf■TWI-1 a NiuMoeR , kg1Nf r , V" " 111.,7— I ft ' ' ' t - f • . . • • , A • • • • ‹(.JcuEr FA:004 e(\ki&E-T , n;'4 _size ,6.-Joa • 7 • = P 24 pA j) Mrd r• , ; 1 9_ 4 'afe s P,Ilf . 11 4 • • .d tic ‘- ,••••,• -• . • , at 4 •,•-• t- ;t5 a ` „ • ' 11.1"r^f .7 7 7,770. 1110,77,7...r y7„ - 'TUEIOLAR STEEL COLUMN 2#1,,,E'ACH OF .COLVMNS, 4 -0 LONG N,T.S. • • , • at 46-• - • . • :. • , t'',1i I 2,, ,.. - ... - . , . 4 -••••••••••••. .117 • 4 ,t4of • e • EOE 0A58 PLArh --SEE' CO(.1)MN SCt4E0(.11g,:- „ • s • r.'-*.: , A • - „ , • • 6 * ( ovei4 o:peeaft L we 477> AT A*, ilt•Tiqd14 134 , 110e)OfEet) ?1 up. ; A, -; 'A v :t11. :›c11 v2. • 'pp _ _ • 1 ! - c#'• — 1 11 - ) Fth ' 4 j r Ke*, s•IgAtq• "4 • 1;Lyeli. *L517 0 • - t_.„i 1.4 t., Lo. LACING DIAGRAM - FOR SIZE ANO FOOTING REINFORCEMENT SEE SHEET S- 4 ANCHOR BLT§ MNFOOTING DETAIL • I 1- rgorl i3uPp-wr. 11}Fi r--2" GROUT ,e 4” SLAB CLR rilfr514 • .- f -f 1- ,,,,,,...__ 1 rT 1 11111 : 11 I I ' • 1 • • • MARK SIZ TYPICAL coNsTRucToN. JQINr FOOTING SCHEDULE 4 x CONCRETE 5LA6 FINISH GRADE "--..-••••••••• 1-- X —.. ••••• •-• • • ° REINFOEMENT, 4. 5 041 t4Y if ‘SEALER <P \\ - • .144,1.4 tCUT - 1' 001.4kiNG ( 110 • LATER - n-4)w 24 IA925, AFTV-R (Are (0 (..1()) TYPICAL•SAWFD...JOINTE.(. = .-ft ---ft ;; • TYICAL' SL.4 'EDGE DFTAIL'.(S,i..); • • " ••••••■r.. 7 NO ro SCALE ••• a., A8, SE: FO' FHICKKESS 0E1NORC1NG , !AMC; Ark 0.1$4 tic)! 144 ,, i • • 1 :)•,,,'" # • I 4 •:. • 11.*, I. I IR • DURD • • ,• C1-1A.gORR.Q ON.. • %, • Al?C1-11`1 ". • • .,., KEY. BSCAYNE • • „, „ „ ; • • .;* I •-” ' �. ,' .' • (N l ( VA '. It'ICIO -" '' ...-- "'" ...- "" - r -1- 'OP N.'1N SIZE' •1'•-)' ro 5'{14' OPENItVG SIZE 6 - Fla - '1' '` f PF"_ S1Zf , OE ' O .j9 : - 4 j r , . -c , T - , Y I I _ r { � rOuN .A T'1 ON t � +tl. 1.10. € O ' : g � oft , cOIlcRE1 �e,v,4 GA( It . L,OTE :. SC UUULE, PRO' iQtr : P A4 S: 1' (OR. hi: COUTRAC roti'S OP7' I OURED IN PLACE), r5LS. Y . OP ' NI N. M M Q. , OPEN TS ! �iSQ NRY W�Zt_r O(I WG r0 ` . F1 N POI.p t O1``;C ?iEOUL.E. E;N! ESS d(1 •� Rwi N ACC >; .'_:. ; , rt Q 1 r, . E SE K07 D f .349 PRF.CASr to DE SGT !N 'ayM Nt � iZ6tl .s - G t.1G. �tL=►� wcvU PtFAlJtsty L :Xi7. 1 =� 4- t -4 L PICALRO.QFTrRU NNECTION DETAIL Via::. •,,��r ,� � ., v ,�-. �.� �., �: ,��r• .Tevs F F'(c=H11.Zt 11•! fGre- trl1`ri j 64.1 EJ E.t.4.1 1 . i i i I r � i I i II I I- I_ I .1 T s fif ,Y22 ----- {• 71 r , - tom ,` U 1( 1i t "'re:3t4Jt =tf.1.. P-012 t :l �U' O a . ° s • fr HED BEAM DETAIL TOP cP `(1Y- �- • �- ,1--41' 4-- t il fi'li 't'PCT. PI1 �# p1.'f 1,10.6 ;� i 1)� 10tlAi►'l5}t:r .64 c'G }• IIfi l r1 dIO✓2t, cj 5 i. t.lra "1'' >T 1 -flt , 01 1 t'11 . t 10 I tr��I -t j E.' i7 (24.1 Ur' -rep F I T ralE<1 P1ILrr 4 x (, P. r. t. Eb I ' i W/5j A .e.? .!i.24 TO T YPICAL BRACKET FOR RDER TRUSS SUPPORT 1/4U(• V I-14 W.I'=, Ai e').1 fit' f Irl f11 G r'`'G �1 �l E f i r.• !4 K' P t �; P !� !�t 1 IJ lr'.'J -le 4 --Uw t f V / 't `ra'TCPTIPTT^'� 1 I r' I I I r -77-777/12 1-1V) r; Exie 'j } T i S7 y y' rapofir ;A1 -f EL - X101: f Lx M4 c. :; EJI`t'( I... L. t : I. GUT (rfCiT: kWs,LL I LI. (.,= t -Eel 11 (..c1.1.1MLJ. 2.GIMP oUT fixE5r TtI- 1384.M . A P1'6-1. - rt 1 •l �l r G 36..t=, -ro ;.12r G uar 8.x r, Mal JP: Ns -it x;5r. G .1 T.R U.C-P'U RA 4 NO `t E ,. $ R A - b THO of twiNC,S: ARE INTENDED TO SHOW .THE GENERAL :.ARRANGEMENT DESIGN AND,, EXTENT OF THE WORK AND ARE PARTIALLY 4),IAGRAMMA'1'LC . ` THEY ARE NOT O'1'N.NDLD '1'O t3L SCALED 1'OR R3( Uft4G -IN MEASUREMIENTS, OR TO SERVE A SHOP DRAWINGS OR pORT.IONt THEREOF. 2., ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTEN080 TO E3E TYPICAL AND SHALL 1313 CONSTRUED TO 'APPLY 'r0 ' "A ,ELSEWHERE ON THE PROJECT, EXCEPT WHERE A i. DI r FFE;RENT, DETALU'AS SHOWN. 3. _, THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRAO>8, LINES, LEVELS, CONDITIONS AND DIMENSIONS AT THE JOB s H: AND A SHOWN: ON THE DRAWINGS. THEY SHALL REPORT ANY ERRORS OR INCONSISTENCIES IN THE ABOVE TO THE ARCHITECT/ENGINEER BEFORE COMMENCING WORK., THE CONTRACTOR AND .SUBCONTRACTOR3 SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTd AND ` BE RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. TR U C T U R A L D E' S I G N C R I T E R• I Tt3E DESIGN COMPLIES WITH THE REQUIREMENTS OF THE St U1'H FLORIDA BUILDING CODE (1984 EDITION) AND OTHER REFERENCED CODES` AND' SPECIFICATIONS. AL ,,R> FERENCED CODES AND SPECIFICATIONS' SHALL BE LATEST EDITION AT :TIME OF PERMIT. WIND LOAD CRITERIA: BASIC LOAD VELOCITY- 120 MPH AT A HEIGHT OF 30 FEET., (3:1cE).C., = PARAGRAPI1 2306) FLOORS: ► ' 40 P.S.F. ROOk�" j • 30 P.S.F. S2E PLANS FOR ADDITIONAL LOADING INFORMATION. CONCRL'TIE DESIGN AND REINFORCEMENT IN ACCORDANC4'W.tTH 'L UILDING ,CODE REQUIREMENTS FOR REINFORCED CONCRETE ", (A.C: I. 48-$31 AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCI MENT" (A.C.I. 315 - 80) . {' 2. 'ALL CONCRETE -WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" (ACI 301 - 84) . ' ` PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO LN ACCORDANCE.WITH "HOT WEATHER CONCRETING" (A.C.I. 30512.-;-71, REVISED 1982) . C ON C R E 'r E : 1Q34 A. SAUCI1 .4- P COIVeULTFNc3 :" �FN9!N�+r•'I? 2000 ems e 2� r. E, &HAM!, FLORIQA 331,a 06i442•O1O0 I.N `r'E L i' nJ NUMBER AS VGItT.tCALS+• At30Vk. • FLAP, 36. ; ' Y Q[1,l11 $,„tt_ Q Ik . T'4tNIM1J 1 ` OP k,$ iCHEO,. U.(). I, 1�,ROVIIaCs .R I ct 't 0` ` .lzOR ! OW.3r >,�OCA'k'JON. .0ROVIDE. 3TANDARD HOOKS-FOR AL -VE)2' ICAL 17,EINk'ORCEI'1ENT AT NON-CONTIUUoUs COLUMNS 3. ALL DOWELS FOR COLUMN:3 AND WA.LCGS 'TO ;BE SECURED IN POSITION ' PRIOR TO CONCRETING. DRILLING OR PUS ING THE DOWELS INTO POSITION IN WET CONCRETE IS N'T .PL ,IITTED. 4. CONCRETE COVER UNLES$ ,oTH13l2Siise DETAILED', ON DRA} ,INGS s,, . WOO'rINVS 3 :INCHES," COLUMNS 1 1/2 INCHES TQ TIES, BEAMS 1 -1/2 INCHES TO S'IRRUt53, INTERIOR, SLABS 3 /4.:INCHES EXROSEt SLABS 1 INCHES, SLABS ON GRADE-1-1/2 INCHBS';)EA3UWED L'I�OM TOP 4 OF BLAB. 5. ' BEAM REINFORCEMENT: PLACED IN ACCORDANCE WITI1 REINFORCING DIAGRAMS, LAPPED 36 .BAR DIARE /IR OR MINIMUM" 18 INCHES.' ' I3O`tiOM "BARS SPLICED ONLY AT SUPPORTS, TOP BARS SQLXCED OtVI,Y AT MID -SPAN. ALG TOP BARS HOOISPI,A`r NON -- CONTINUOUS EDGES (U.O.N.)'. AtJ!',r UOOK8 TO BE 3'I'ANDA*11b 90 DEGREE OR 100 DEGREE' HOOKS AS REQUIRED (U.O.Ne/ (SI1OI' DRAWINGS P91.I REINFORCEMENT; REQUIk2ED)% 'iioe CONTRACTOR SHALL PROVIDE PRECAST QR .NBiTU• Lit3`rELS AT THE ' Il1ADS. OF ALL OPENINGS" IN MASONRY WALLS NOT EXCEEDING : EIQw1 (8) FEIN IN WIDT11 WHERE BEAMS 11AVE NOT . I3$SN $2 CIFIBD. t,INva MAY 13 L' IN'i'h;GRAL WITH THE TIE SEA 4 WHEN HEAD. Or THE :OPENING LS' 1.6 INCHES OR LESS 43 EtOW. (:O(ri'eittue•' '»Y1'ICAL l30_`FTQM BARS, THROUGH ,ADDS 2 , #5 130T`.ItiOM' TRUSS' BARS' AT DROP. ADD 2 :; P3 S'T'IRRUPS, AT 6 LNCH1:;5 O.C. EACH END AND A``Z DROP. MINXMU1 13EApIN(; FOR At41L LINTELS 8 INciiEs EACH , SIDE OR `PROVIDE n01,4EL - Ago' ' POCKF % 1TS IN ADJACENT COLUMNS. LINTEL TO BE MINIMUM Old $ INCHE3,.S DE OP. 2 14 'SOP AND I3'Y1`1101i;.'!r'OR SPANS LESS THAN 6,,F$Er 12 fNCHJ S PEEP WITH" 2 #5 TOP ANI?. 13O'rTOU AND 2 1f,3 $TIIIPUPS A J' 6 INCHES O.C. EACH* END FOR 51'AN3 GREATER THAN 6 `FEET. P,ROVIOi; LINTELS OFD SAME DEPTH- WITH HALF THE RBIN,ORCEMirN'F FOR 4 INCH WALLS. ,t9, A 3 0 N R Y W A L L S A N . D P:A, R T.1 i' .I Q N 3 TSILOP UR WTNCU3 Toil* REINEORCINGREdUIRBD e 1... UNI,RSS OTHERWISE DETAILED ,1 110VIDIfi MINIt1UM TIE I3EA:18, 8 X 12 'INCHES REINFORCED WITF 2 #5. TOP AND I3OrrOM WLTH , 3 11'rIRRUk3 Al.` 36' 0.0 VO'R 3 j1Nclf`MASONRY PAR'L'ITION, AND 4 K. "12 INCIJCS WI'1'I :I. 14 'TOP. AND BOTTOM VOH 4 INCI! MASoNR`4 PARTITIONS, WI'ER43 INDICATED Oi - REQU REQ 13Y S P.i3. C 1IA 'i R 27. , REINFORCING 1'O COl1pI.Y ntI'rII REINFORCING ST$I3t, NOTES NO.1, 3, 4, AND . 2..: PROVIDE MINIMUM '$.X 12 INCHES CONCR TIE COLUMNS `REINFORCED WITH 4 1).5 VERTICAL AND #3 TIES A'1`, 8 INCHES ON CENTER. DOWEL INTO STRUCTURE ABOVE AND BELOW AS DETAILED AND REQUIR$IS" 13Y THE 3.F.13.0 "Ct AP LR 27, 'OE CONCRETE SHALL BE PLACID. IN THE MMASONRY 1' YINQ .(SEAMS : AND•,,COLUt1N3 AFTER ' t M ASONRY YS. IN PL OR APPROVED METAL ANCHORS'SE1ALL�BE USED. NO ,ADMIXTURES; PI3i2MI ,TTE1)'"'.WI.TH()U'1' RBVI EW OF FOR A CONCRETI? ' (O DE PLACED . I N; ANY SLAQ . ( INCLUDING .SL, 693,0N-GRADE), THE SLUMP SMALL NOT EXCEED FOUR INC AN WATER /CE HE iT RAW SHALL NOT EXCEED 0.30 (MI_NIMUt1 5 -L /a _ BA GS 1 )1? CEMENT IN 13'AC13 C6 .` YD fi'.OF .ONCII 'rI ):, NO WAIVeR3 ;OF '.CHI.S RCQUI,EtEMt 3iIAtst, . 1313 CONt3XDE1it3D. . SLUMP FOR (411$R CQNCIR ETE3 SHAIr I;XCEED,FIyL INCHES. 5. ,• ALL C ©NC1113'kg 'i'0 1313 REGULAR WEIG1!'i' t4i'1'HH A DESIGN STREiNGTU OLD. 3000 P.3. t.„ AT 28 DAYS. ` Twi A N D M I s C B. G L TS130 4 ngs requ(.red)' , � AL(i' STEEL TO 38' DOM13,S'ltiEC A S:T.M. ; FY436' K '1 3.1.) AND DEi3LGNE D IN _ ACCQROANCE WITH TO LATE'ST ` S. d.' -'isPEC.I vfeAvioN FOR THE DESIGN, FABRICATION AND ERECTION ,Op 5TRUCrURAL'`S'rEEL. FOR ESUILDINGS" AND THE A.:'.S.C. CODE OF STANDARD PRACTICE. 2, `` ItICiH STRENOTR BOUTS (ASTM- A3255) TO. 13E 3/4 INCHES DIAM,gTBR, ESS OTHERWISE SPECIFIED.' PROVIDE HATCHING t1.S. NUTS `• AND WASHERS. - ,�..:� :..; •.. •, ..:. . ��. . r : , ,'!•11'� mss }a.+.+dA�v •M Y.w. a uf.u" 1.94‘4 3... AEI: ANCHORS AND ANCHOR 13QG'2S . 13ME313D1)ED . t>X CONCfW' ). SHALL; t31 Or pIP?41?• GAt,V,..____ • .4 ALL,WELDING To, OR IN ACCORDANCE` WITH '11.W.S., LAT ST • ' WELDING QDI;'- S'PF,.EL" r ::(A.l4'.S. I ./A.44.5 D1.41 RUSTPROOF ALL. FIELD WELDS WITH HEAVY DUTY, RU$TPROOFING, PA IN't4. . 5.; AU CONNECTIONS 'r0 13C ?Ma AND SHOP `WELDED AND DEVELOP MOWER' IN .?LICEM LOCA'I IONS 'LO I3E..42EVLEWED 0YARCHI'rl?Cr /I;NGIN( ER„ sTEa13G:13ARING ON STEEr '1`©' 13L W1;LDED 'rNepgTo. R I.:N O R C I . I N G. • S b RISNFp.R : :" 4' %•SHOP COA`I B ALL, STAt1C' URAb.prEEL WITH RUSTOLEUM "169" ED PRIMES- 0(7 APPROVED EQUAL }(IJ'.O.N. ) 3U13M W0NE, SEPIA'= AND' (t i 1'R:INT O' SIiOp DRAWIN(, t?OR ENGXN8EfrSR ,REVIEW° 3EFORU G FAURICAT€4N. C0llaMN ($HOP DRAWING REQUIRED) 1. ` , TO•..t.I` CIE w, Dtr r4i T { 3TEEG CONFORMING TO PIE LATE 'r •A.S.'T.M: 'A615 ` GRADL.60 ,SPEULi'1CATION3, r ?AE3R GATED 1N 'ACCORDANCE; t41Ti1F.MANVAL ‘O.F' STANDARD PRACTICE' OF THE'.C'.R.S. X. A NQ ;. PLACE!) IN ACCORDANC,S; WITEl.A.C. I . 315. AND A.C. t • M /N_UA 4 OF'.STANOARQ.,PRAcT.tCE, y vrr'Sr*srrK.'SPAT+u�Y .[./0.'s'9c't•'ars".. • d.c ;, s .** -- -,.�.- . -- 7-- .»�e........ana- - •.- .-- .. -. -.-. ..- ---.•. ry.-° ir�r- e��y.. +r • g- l., 1--c. TZ I G A l_ LC A\ C> C:) A\ A., } + A 1 T E A\ ' w 1 rt. e i II I Q/\ \AZ`KS t, 2,'5. APRt_iAlrlt. Z- Vt. ' "L- 10 . '/t . .1/+" 'rzer4. r \vAsHe. it - 't, S •\\rrQ. HTR. g- l., 1--c. 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C = 'RcE.PIPAT • • • •r L v • c_ . -cc�Fi c 4 Corer, ' 'jG:tt , v e 1u r • o' z o: STucco - �i ri, COR. *-". - 6e.. oat • -- •.rmet T, ` E r coot'? C A-/ "SO CGC.T 4 Co r -s Pr Roo ^►� V5 SHE /lTK r N C 1 ¼ 4 t '7 2 C C fi P r"C f4 -- ? (;) Ki A— ■ r, • 1f • ` Y c " ?o ae "r ,4 e _ A L - - - � - -- - ,e x: - .. • • S Ee F Lec!.. TE2Al 5N 4 G;Owrc, frMcKo2S 31.." /c Z'-it !. P A,. 4" , /Ln F3o�7 c/c: p -%OZ• ebt c, - e,EM•. 4- - s/d 4 16 ROC$ 2 r-, ft it At 4 " at a. 1 e./c. . PP-1ST - S R .onf. €O' K L►A.TN 8 © ¢ \v . - %Z ... 93,54--PS :JET - PAX?! T-. /0 v.S'. o" /for CONC. 7rl �'M� ; \voeD Q ..54E OA, STt:' P oet2- � - - - C %f 4 O'( C # ,.'r oc-. - Tie "IS Roos .. a ••�. r , /, .Y : . / • Nc re •- C cwC. T4 s- QaA..'t /44 A� NAVE Z - e8 "x %s. 9; 12t*. os Q &T ¢" aoNcH V•44.41/4"1' 4 7 Att cog/vex= l■N Q /N •reksCCT/ON S • • .) A. xtv CA:wore J0tSt3 • x . 18 •' 4 Pte:. 7 Concc, Tlt�'_Fico2. • > � • ck Se2;. e - •ACC7 = •PAi s, 14- 2- - qo $7z t 4 . {• • A t —/-' c. CSI �- t _I, �s . pJ� �, h .!2 J1. I I O v ►J D t\ 30-!o ' i • � c • Ir • ' N . • { M { • i ..r 1 ALA Conic T'rlrS. TO 15 t .. /c' Die ° . 'S sl'f ^ +�.. � it Ottb`G'1' 4- • *.Ctnt' •1-04 41.t. o F !C'dVlr C. ▪ Y2Qiw4'. f w , T'.+ 2 - S/g 'r4 fL C C ei#Ta -, 4-1 • 2 • t ,o � : „/C• do 1.)C':( S P 4.-- • f6sM� 2O 1 . • 5 Grt5 /..t44S1S 2• — . er.. ■ i I• f ; •' I � ► S f FILL a 1 r - 'v+€ 410 tt-'S ?lf . t • M •••••••••••••••••••y - Z.Z- 0 7.3; 4" .............. . _ .,_,..,_ ;—S ! c c-•N C '' T G:U E-iz ht S E—Y CON 5T1Z,UCT1O 4 CO #k•tAA\• smeeess 6AY : P " ATTC . S A \ 1 ^n\ 1. S w-oe S • • 31.411 64.1 • • • • Twin' head floodlight 4- Track _lighting with fixtures'",as,.., , Ceiling fan with light Fluorescent fixture 'surface Smoke detector, ionization type, tied to 120V unswitched kitchen lighting circuit not on OP/ Concealed wiring run with 212 unless otherwise noted in panel schedule. Ticks denote more than two wires'. Dotted tick ' denotes ground. 2;114. for 15A CB's - --- Underground conduit run . 21,ktRICAIA LEGEND 0 -. 0 t_,Fluorescett strip fixture S4 Recessed/Surface , nounted ineandescent 'fixture Recessed wall washer direetional fixture Bracket mounted incandescent fixture mounted ' I f FluoresCent fixture bracket mounted on wall t 0 :MiniStrip flUoieSCent fixture under cabinet -Togglewitch. quiet .type, 20A. /5/277V. M:H.=48 AFF S 3-way Switeh, 4-way switc. Dimmer, ON/OFF 11.11.=48"AFF 3-way dimmer, same as Above Duplex receptacle, 125V, grounding type. j5: fed from I5A 20A otherwise. M.M.=IS'AFF unless otherwise noted. Duplex receptacle. bottom half switched. same as above Duplex receptacle,M.H.=42"AFF, same as above Special receptacle, SOA' 120/240V for range/oven; 30A 240V for dryer; otherwise rated to match CB. M:11.=36"AFF unless otherwise noted Junction box flush mounted MI Telephone jack and 1/2"C with telephone cable. M.4.1.t18" TV jack and 1/2"C with coaxial cable M.B.,=18" Flexile connection Ground Fu1t Interruptor Empty Condit WeatherprcSof , NA-3R Vaporproof. watertight , . Thermostat" - 1 Intercom same as above mate as above rotary type, 600W. 125V,, unless otherwise'noted.- 4 Holiti-erun to panel lummr Panelboard • 40V, -20A uses FlIsed disconnect. 30-2P CB denote circuit eD breaker. NEMA-3R for outdoor locations. Dual element fuses 2 f; for equipment, current limiting for service mains. Motor ' NOTE:: This is a standard legend for general - use .;. a few s7mbols shown may not be use ,on plans. Additional Symbols shown on pIanS but not on , this legend aredeScribed on Plans. • a • • • r • • • " - 0 • •• Nr.1111■IMIND ••;7:7" 10 _e 1 • MUSIC ROOM \ I 104 1 • 0 /to I ! ! 11 IC 4) • ••■9199696 taco nooksholves 1 ,44 ) '31, side t> T rS.. TO ?COY z:NNIrrG.PSO G tg,GU ‘uPO. •eaa4 it' C.M.C:P7 S1O 7 osl GROUND FLOOR FLAN Scale 1/4" = 1' \ \ COVERED \TER'RACE // / 3 U \ \ • LIVING IROC3M I 105 MA N Os 101 I C7 1 e,--4- L..k..s1D.5G/N.PS. 1 It.7'.11"C: I / Pbe so-r-ro.1 tr 1...,a.sit>t t.,To O tT 4 4: S • ( 71/4 q<L0 v 1 ROOM 0 L / • i r 1 To Li. INrrslecov, NANs1-54e, os11.7. ,oz.5 0 •0 .94 ••••-••••••• 111 43;z4s6" 7 I t 2:30Q:c 6 I 1 /14"ek14 ---M 1 C.C. 4 .\\: 5- - "Z 1 F 021 1 -5fient,4121"(CONDL,117" ro 0 ■1t.:A 1 4' Fog. 1 APCLII (DCOWJ 0 .9 "••••• dQ jlt -4- = 1. c,o 324; ,;y4D.5Qo) I ® / A------ 15.4/1-1120(71 10. CiA4a4G!C Doo R 09:6,Q41 • / • • 6- 6 - 1.44.1•14 ,4 1 1 02•M- V> Mc 5 (Nta1A.Ss1 • rt.p. 4, L. M--• LE4rENDA PilARANJO ASSOCIATES Consulting Enginee The village at Eleaccfrf Centre 12th Street, Svite I 08 Mtam Florida. 33126 • Tel (305) 599-s86 • cth::(305) 599-388 5 EVISIONS EDUAIRDO C1-141 FAIA AC1-41TECT S4 UJOODCIRE.ST <EN( 515CAri■IE.-.- FL. 3314(a r , c3 1___:) f -- f 4.c 1 -.."'"'•••••••• 1 ==> <=:=. - h.L 1=> 'ha _ 4=1- <=::, 1: VA V JEP/fP.ATE 80 77011 lY 7 2- f�OM -- PA . ..e M�NLF,�tC.Tf/RE� MG�i�1 4 � $i �O` � AC/Tj� �t 7' G� it/C P yo7*%7 TO ,/X7ae .I //4 7 _TRAP lj- AUTOM,477C Yecl/e/'M K4 t/E, , CAPPEDfTUB- 0azr,r2 P6&'ii RecoeERy 1 T62V • .fl //,/ m./2. .I / W7 I\. tot MZ2 stPPLy wir=o; JLYE P, pE J J U R E )17 kxzvE 8A/i.olv>#/eYe..,&- A YEa2ol1c2 a 2 ? / r v r ° / PE " T O t")(745. \ SECOND FLOG FLAN Scale 1/4"= 1' • ■ ■ / / \_ / \ / \ / \ / / / / / / / / / / • • r V ' r ... f �.�../.v _ ___ _ .,. rCOGO 7 AVATE�e r9?T 2 I ■ • / t .7; / / / ./ i 7 1 t t T f 1' t / / / / 6'OT : w,gTER 6A/0e. ;R.pvve •BiYXi0095 ',N i . --)YigrER Pt/Af, - :!3. „'r!/; 5V23'n .Ore 413°/241/EO °aN •ec :2301 ,/ gip-- / L oCxLf - ceiO6 / / / / / e../r /N YigLYE 1 To ervaEsre e 4 Y, v V LEYEND A RLv1S1ONS KAMP POLE TRIP DUIT 3.05 (0O TYPE � p ,r-1 t.- 50Att.D SERYIC t 4 - 3 VOLTAGE _ j2ofZ40Y MOUNTING PLUSN TOTAL 20 50 d�2 TOTAL CONNECTED LOAD 16' o kva WIRE /12 REMARKS Li's. 4. Rep. CKT. . •1 i i Nat d C -0,106CAPe Lj5 3 5 7 9 11 • 13 . 15 17 19 21 23 015WWA51-16FZ SMALL /'PPL 25 27 29 t3. w.u• 31 33 oVgN 35 37 39 CKT. REM ARKS NO. r - 2 t. rs 4 Rep - 4' WIRE OUT TRIP POLE X #I2 t1'2r' 20 -14 - 16 -18 - 20 SMALL ,A PP t.. 6 -8 - -12 1.23 - 22 - 24 - 26 - 28 FUTUR -5. root. 13QUtNMENr lAteizatiMS ReP1z4EKATOK -- 3/4" 20 fa tie 2o I�S f�o 1/2 - 30 - 32 - 34 - 36 X ct.ontas wASHert OgYB r'. MNU•t 704 NrK C11 -1 (FLA = 281 #10 �ra 314 30 1" Go 2 t•3 6.0 80 - 40 41 - 42 J PANEL ; (2 SecrtoNS PANS!. (4.0 POL56 TOTAL. UEMA.rlo LOAD: A/c , f- i f 4o/0 (6At. ) a 1 , Of -to.o+ (0,40).50.0 = 4G I'?l•1A a 5too x 30/ = 15.3 KVA SMALL5Sr vaN- COlNCIDetATlAI. LOAD EXCC -UD5D G1Reu era 43 TAKU 52 20A-1P 3rAg8 c(KcJlr tyeAr.. nag'). c1Rcu ITS 53 Tweu GO ;POLE sp4c se, aNLY 4004 Mi✓1e;e �R INTERCOM SYSTEM • 'L25A- 2P- 24oV c.a ri 4A 3,2 MAIN 1 of 1. lsire?- KUPrINI G CAPAc-I AS gSeAtl: ) 34-4/64/i2-2 4). PONE. D 1A.OF..4M POWER RISK { 1INOTES: - 1 Underground service feeder to FPL point UI c.cnnection at property line. Field coordinate routing and installation with FPL representative and Owner /Architect to assure compliance with existing codes and satisfaction with - the work. 2 FPL meter, 120/240 V, 1- phase 3- wire. RunZ'j!RGS conduit Elbowed 90- degrees into the ground 24" below grade for connection to utility underground PVC service run. 3 Service grounding electrode to supply side of main cold water pipe and (2)5/8 "D x 8'L copperciad ground rods spaced - 6 feet apart. 4 Main service disconnect` and feeder size as noted on plans and panel schedule. Exterior. electrical equipment shall be NEMA -3R, lockable type disconnects. - 5 Service rated main disconnects and•panelboards shall be provided by a single manufacturer and have a minimum UL listed integrated series short circuit rating of 10,060 AIC SYM at 120/240V or as noted. Before commencing work contractor shall verify available fault current with FPL service representative'and adjust service entrance equipment rating accordingly if greater than indicated on these plans. f Conductor sizes shown refer to THW /TH►+N copper run in RGS conduit. EMT may be used in interior spaces where not exposed, to weather conditions or underground runs. PVC may be used underground where run 24" below grade and provided with grounding conductor per NEC 250. Provide a' complete Intercom system as required by Architect /Owner, including but not limited to Master Central Control unit located at Kitchen area, Slaves located throughout the residence, junction boxes, wiring, and raceways. All wiring shall be concealed within ] /2" racewas. Field coordinate and spot location of Intercom components before commencing work. MAIN 6US_?'e A NEUTRAL _ /N MAINS__ LOCATIN - 34rro i PANEL 'A' (2 S -. -S TOTAL 32.23 LLL•'C'1'IZ I CAI. 3 LICC.:_t Le I CAT I ON$ Part 1 - GENERAL 1. General: The .General. and Special Conditions and Requirements of the Contract and Specifications as well as plans: and specifications of other disciplines and trades shall apply and be part of the work hereby specified. The - se specifications and the accompanying plans are intended to provide for the complete furnishing and installation of the electrical systems. "Provide" means "Furnish and Install ". .Compliance: Workmanship, materials and installation shall be in strict , accordance with the latest edition of NFPA, NEMA, NEC, ASTM, OSHA, HRS, health agencies, and other applicable'national, state, and local codes and pertaining regulations- established by ruling authorities having jurisdiction. Contractor shall also meet - requi- cements of other recognized standards where such requirements are more stringent than thpse .cited above. 3. ,Workmanship: All work shall be, performed by Contractors licensed in their respective disciplines. Work shall be done in :a first class manner,.fully .'operative, and to the acceptance of the Architect /Engineer. Contractor . .shall provide for all necessary labor and materials required for -completion of the work including but not limited to connections to related work such -as connection to existing systems, excavations and backfilling. 4. Materials: Contractor shall provide all new materials of American manufacture, bearing the Underwriter's Laboratory (UL) label as applicable. Materials shall be acceptable and above standard quality normally used for the purpose as called for on plans. Supplemental materials, products and components necessary to comply with the intent of 'the Contract drawings and /or specifications, but not noted or specified on these sections, shall be provided by Contractor as required for completion of the work at no : additional cost to the Owner. Contractor -shall be responsible for provisions and coordination of delivery of materials. .Equipment marred during shipment or installation shall be touched up and refinished to factory finish, replaced where not acceptable. 5. Permits & Insurance: Contractor shall secure and pay for all permits, fees, taxes, inspections, tests, fines and other items as required for the installation of complete electrical systems as outlined herein shown on plans. Provide all required insurance for protection against public liability and property damage for the duration of the work. .6, Existing conditions: Before bidding Contractor shall visit they job site and ascertain all existing conditions which will affect his wore,. Failure to do so Will not be accepted as a reason for requesting extra pay where the existing conditions result in extra material or labor. Any existing condition found by the Contractor which will adversely affect the work shall immediately be brought to the attention of the Architect /Engineer. Correction of any defects shall be completed without additional charge and shall include replacements or repair of any other phase of the installation which may have been damaged thereby. 7. Utility Cotpanies: Befog "e submitting bid .Cont a. t ot shall check with water, sewer, gas, .electrical, telephone, cable T1 aid other utility companies supplying service to this installation t,• Wletet.Eti.ne installation standards and equil.%,ent requirements and costs to i:t incIuded i n the bid. Except where utility requirements change after submittal, no extra payment will be made to the 'Contractor for such items. Irovide •temporary electrical services for a,ll trades as required. 8, Plans: Drawings are Senetrally diagrammatic, intended to show al}pro'imate equipment locations and arrangements, not to show every minor detail. Plans shall not be scaled to determine exact location and dimensions. 9. Interference: Contractor shall coordinate his work with the work of other trades so interfetgntces with existing conditions, conduits, piping, equipment, architectural, structural members will he avoided. •10. •Shop Drawings: Prior to placing an order and before installation, sub ®it for. review, and all at -the same time, properly identified and bound shop drawings of the equipment specified. 11. Substitutions: Contractor shall base his proposal products' and. materials • called out for as they shall be' considered'as a standard basis of bidding. Requests for substitutions shall be submitted in writing to the Architect /Engineer, demonstrating that product is of comparable and basic design and construction, and does not cause extra work for other trades. Contractor shall te responsible for proving equality of substitutions; Architect /Engineer wi l l , under no circumstances, be required to prove such item is or is not of equal quality to the specified item. Part 2 - PRODUCTS 12. Guarantees: After the system is installed, the Contractor shall conduct an operative test for approval and acceptance by the Architect /Owner. Entire electrical work, including parts and labor, shall be guaranteed for a period of one (1) year from date of final written acceptance thereof against defective materials, construction and workmanship. Where applicable, longer guarantees for certain components shall ` °apply as required and not be reduced in any way. Correction of any defects shall be completed without additional charge to the Owner and shall include replacements and /or repair of any other phase of the. installation which may have been damaged thereby. t. 1. Shop drawings submittal shall include but not he limited to overcurrent protection devices, circuit breakers, switches, fuses, wiring, cabling, conduits, race ads, airing devices, s - ept a les. out l0 s, light switches, dimmers, plates, plugmold,s, time clocks. 2. Switchgear: Panelboards shall be of the circuit breaker type. Circuits breakers shall be molded case, full size, bolt -on type, of quick -make action, thermal magnetic trip devices. Load center type panelboards may be used where approved by Engineer and ruling authorities. Unless otherwise.noted on plans, minimum equipment AIC RMS SYM rating shall be 10,000 at 120/240V or as noted on plans, whichever is greater. Phases shall be balanced within 10 per cent. Manufacturer shall be GE, Square -D or Westinghouse. ._ t N-1 A J N1 C:) 1 r , ,I F 4. ,Raceways: •A. 13. Part 3 - EXECUTION • _Disconnects: Switches shall be quick -make quick -break action, lockable type. • Provide dual element fuses for motor driven m, ctranic•al eyuipment sized per manufacturer's rccomrnendat'on. Field coordinate fuse- size with equipment nameplate befori. actual installation. Manufacturer shall be GE,, Square -D or Westinghouse. RGS and IMC: Hot - dipped galvanized including the threads. Provide for exterior locations, where exposed to physical damage and for elbows into ground and slab. Install ells and risers 6 "stubbed up from concealed slab runs, 48 above ground where exposed on wall. EMT: May he used for interior spaces where not exposed to physical damage.. Fittings shall be steel. C. PVC Schedule 40: May be used where conduit is. run in concrete slabs or 12" below slab, where ,buried 24" below finished grade and 30" under vehicular traffic areas. Flexible metallic conduit: Lighting fixtures, motors and. vibrating equipment connections'in lengths not to exceed 18 ". PVC jacketed flexible metal conduit for locations outside and /or exposed to moisture. Greenfield.or approved equal. . 5. Conductors: 'Soft -drawn 98X conductivity copper installed in conduit. Minimum size shall be #14 for general receptacle and lighting circuits fed from 15 -1P circuit breakers, #12 for all others. Provide 410 wires for 120V power circuit homeruns longer than 100 feet. Insulation shall be 600V THJIN /THWN for general use, THW in sizes #6 and above, color coded throughout per NEC and trade standards. Wiring in ducts, plenums and other air handling spaces shall comply with NEC 300 -22: Where previously approved by Architect /Owner and ruling authorities, Romex type non- metallic conductor cable may be used for concealed interior spaces. 6. Splices shall be made with UL listed mechanical pressure solderless connectors, Burndy servits type.or approved equal. Feeder splices and terminations shall be made mechanically using compression type sleeves or lugs.,and connection to panels and switches as manufactured by P.urndy or Thomas & Betts. 7. Wiring devices shall he specification grade, flush mounted, manufactured by Hubbell, Slater or Lutron. • - A. Switches: Toggle type, 20A 120 /277V, single pole, three -way and four -way where noted. Switches same location shall. be ganged together in the same box. B. • Receptacles: 20A 120V grounding type duplex. C. Telephone outlets: Telephone jacks and wiring as selected by user; otherwise run I /2 "C minimum, pull wire and 12" slack at each end. D. Special outlets rated to match equipment amperage and voltage and circuit breaker as noted on plans. 8.' Lighting fixtures :shall be complete with a] necessary lamps., ball8, :ts, wiring, lampi holder', reflectors, glassware -, f,o. bases and me!1T,t rn .accessories cg's requi ed to provide for a complete. installation. Lighting fixtures shall he selected by Architect /Ot,ner, , prv\ i.1ed by 'Contra, tot . Refer "to architentural drawings' for color, finish and exact mounting details. . Timeclocks shall be 24 -hour 7 -day type with battery backup and override. Photocell system shall include all necessary controls as required. Circuit controls shall be air conditioning, water heaters, sign lighting, 'exterior lighting, and as noted.' Manufacturer shall be Tork, Paragon or approved equal., Tests: Conduct all necessary tests that may be required to insure system is free of,all improper grounds and short circuits." System shall be checked,fo# quality, capacity and completeness to conform.with the full requiiements and intent of the drawings and specifications. Conduit runs, raceways and piping shall be concealed in walls, ceilings, slabs and partitions; no raceway shall be exposed within interior spaces. All and wiring devices shall be flush mounted. Groundingand bonding shall comply with NEC 250. All metallic raceways shall be grounded and bonded,per NEC 250. Non- metallic raceways shall be provided with a grounding conductor sized per NEf 250 -95. 4.' Electrical equipment space and installation shall be in accordance with NEC 11Q -16a and -2. • 5. Panelboards, switches, controllers, control panels; timeclocks, and other electrical components shall be clearly and permanently identified. Indicate panelboards circuits on updated typed directory card holders with glass cover and metal frame installed on inside of panelboard door.. Mark conductors with preprinted adhesive markers as manufactured by W.H. Brady Co. or Thomas & Betts. 6. - Contractor shall make all necessary excavations, cutting and reliatching as required for the proper execution of this work. 7. Contractor shall spot location of wiring devices to verify and get approval from Architect /Owner before installation. 8. Air conditioning units selection is not part. of this contract and was not available at time of design. Electrical information shown on plans is based on data from similar projects previously completed and shall be used for reference only. Before commencing work Contractor shall coordinate nameplate installation requirements with ,air Conditioning Contractor and, if necessary, update electrical protection, wiring and conduit as deemed necessary to meet NEC and manufacturer's recommendation. Pool Equipment: Before commencing work, coordinate electrical requi remetlts with Pool (: ontractor. Sizes` shown a' estimates furnished to .establish minimal electrical installation rcluirekents.. Pool installation shall be done in accordance with NEC 680 and 250; equipment'circuit4 shall be'on OFI, with a continuous #10 minimum solid copper service ground from .control panel equipment ground terminal and a continuous #8 solid copper bonding conductor connecting motors, heaters, lights and other components - as well as all fixed metal objects and reinforcing located within 5' from pool. Terminate at bond bar in power panel. 1 LEYEND A NARANJO + ASSOCIATES Con Engineers • . f The Vdtage at Beacon Centre 8323 N.W. 12th Street, Suite 108 Miami, Florida 33126 Tel.: (305) 599 -6266 • Fax: (305) 599 -3885 REVISIONS EDUARDO CI- 1 AMORFQ NON. F I A ARC1 --11TE C T 184 UJOODcI'CSD Key s 15c; A YNG 3CDULE,KiSEIZ AKS) scs E30 F * R _L_- .____._