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BRB18-1271z z 0 LLJ N p 0 'l, F- z LOCATION OF PROPERTY- un z ce r) C2 z u ll NORTH Lu Lu r Lu 0 C. 0 rel Lu ppp FOLIO NUMBER: PROPERTY ADDRESS: 5e)5:2 5 ll TE RACE SOUTH MIAMI, FLORIDA, 55145 AR-CHIff ��TUR-E PLANtkG LLQ. AA26001717 AR-0017144 6356 MANOR- LANE I SUITE 105 SOUTH MIAMI, FL. 33143 T.- 786.253.5530 E: JUAN@CASTILLO AR-CHITECTUR-ENET < rl LLJ.,;; cr) rED 4'-0' WGT. fooRposrm 4'-0' HGT. XET GATE ALUM. IOICKET PENCE 10ROF"ERTY Cn w/ HEDGE LINE r—ROUN OF �L ROAD z T ELEV. +11.2 V N�G.V.C. J� n ON Lr) oo Lo z LL. mia, Lr) 5, 00 ; 151I 'I, , iejj'jA--`U-- O\jr WN OF —R ENTR'r 4'X 4' ONC. FIN. FL R SL BS LEV. +11.28' N.G.Vr.. LEV. WAL WAY L +1234' SEAL: YOUM—M-M-S-1--ff, -99 00 POW j 0 SOL 4C.,ta�YUMMM ME z �70 w �,- 4 0 C-U- NA 11 Em V a W Q -Wrl MIN W w JUAN A. CASTILLO J A INNY 19 M0 WNNZ� Z R-EVISIONS. Z All --z= a CROLLN OF Tv OAD TIELEV. — ---------- m y PRO EXISTING rp'-0'HGT. f=ORFOSEC) 4'-O'HG.. F-ORf-OSED 4'-0- HGT. LINE r) CHAIN LINK FENCE ALUM. PICKET GATE ALUM. FICKET PENCE W/ HEDGE (31 LUIDE). wit WEPGE r) z r) DATE- 06.20.2018 SITE PLAN SCALE: 1/8" V-01f SCALE- AS SHOWN N 0, R T H DR -AWN BY. -0 CHECKED BY. J B NUMBER-: 18-25 r uj sp-1 1 NOTE: 1. 0IN& PLAN ON 5HEET 5F-1.2 FOP, ALL 51TE &RADIN& INFO. i 2. 5r=r= IMPERVIOUS ARrzA PLAN ON 5HrzrzT 5f--I.;2 FOP, AREA BREAKDONK WIN U rel z z r) z LLJ c- If) FOLIO NUMBER: Oci-4056-020-01,70 .AR -CHI UR-E 5552 5yq '77 TERRACE PLANNVI�C LLC. SOUTH MIAMI, FLORID . A, 53145, SITE DATA: CIT'T' OF SOUTH MIAMI ZONINry CODE AA26001717 AR-0017144 AREA CALCULATIONS: ZONNIN& (EX15TINC7 TO REMAIN): RS-3 GROUND FLOOR A/C SPACE: IcJ82 5F, NET LOT AREA: SoF 6356 MANOI�- LANE SECOND FLOOR A/C SPACE: Ik22 Sr-. MAX. BUILDIN6 COVERA&E (ALLOYSIABLE): 10,15a 5.P. X305kon 3,23ro SP SUITE 105 TOTAL Alr- SPACE: 3,604 Sr-. MAX. BUILDIN& COVERA(5E (PROPOSED): (309.) 3220 S.F. GARAGE AREA: 455 S.F. MAX. BUILDIN6 AREA F.A.R. (ALLOYSIABLE). 10,-la8 S.F. X459.= 4,054 Sr- SOUTH MIAMI, FL. 33143 COVERED TERRACE (FRONT) 4 ENTRY: 33'3 5F. MAX. BUILDINC7 AREA F.A.R. (PROPOSED): (45%) 4,a42 5,F T. 786.253.5530 COVERED TERRACE (REAR): 436 S.F. IMPERVIOUS AREA (ALLOVSIABLE): 101,58 Sr-, X(40%) z 4,315 5P E- JUAN@CASTILLO AR-CHITECTUR-ENET TOTAL A Sr- IMPERVIOUS AREA (pRoposED). (40%) 4,145 SP BUILDIN6 HEIrvHT (MAX. ALLONABLE FROM 6RADE): 25'-0' BUILDIN6 HE16HT (PROPOSED): 25'-0' TO ROOF MIDPOINT NOTE: ET15ACKS: 1. SEE 6RADIN6 PLAN ON SHEET5P-1.2 FOP, ALL REQUIRED F'ROPOSED 51TE GRADIN6 INFO. FRONT (NORTH): 25'-2' SEE IMPERVIOUS AREA PLAN ON SHEET SP-1.2 INTERIOR SIDE &RouNV FLOOR (NEST): 101-01 10'-2' FOP, AREA BREAKDONN. INTERIOR SIDE SECOND FLOOR (AEST)- 151-01 1!5'-2' 0 INTERIOR SIDE SECOND FLOOR (EAST). 151-01 V-2 Itz CUMULATIVE 51DE SETBACK RE0. z co (:20% LOT PSIDTH: "15' X .20=) 151-01 20'-4* U-) I "lli i ll� .-- ii REAR (50UTH): 25'-V 25'-3' m- LOCATION OF PROPERTY — p NORTH Clo.u. =L-=V/-N I IUN: +li.��4' N.CgY.U. Lu un ADJACENT 6RAVE ELEVATION: +12.00NjG.V.D I uj u c1r) FORFOSED 4'-o' HGT. EXISTING ALUM. FICKET PENCE 5'-O'HGT. FORI-06ED 4'-0* WGT FORFOSED 4'-0* HGT. FICKET FENCE ALUM. FICKET GATE ALUM. FICKET FENCE E cf) W1 HEDGE W1 FROFERTY E HEDG (31 WIDE).. W1 HEDGE LINE c/0 CROWN OF uj A. ROAD T-ELEV. RO D lom ELE V. +11.21'N.G.V.r ul wj lu, > 0 LLI rel A s ix& 3-gi m a Lij < M un cf) A long= aar 11 - -j j �,U p TERRACE < Q R_A r) z CROUN OF SIR RIV < u- ,L ROAD 0 LEV. 0.1ro' N.G.y- 1*1 c- 0 EN TE 0 Ln 'hUAL 00 Lu Lu M F-CROWN OF ROAD Lu 'RoW4 ay. N.G.V.r-. ASFHALT VIM,: ��IVIIE',"VL A -HALT SF C6 > r-ROWN OF 0 - — - — - — - — - — - ;L-ROAD TELEV. +10.lro'NiG. Z) SEAL: 0 "M z z 2TIA C. U A of AN al IFINJ AW - M—� 0 �XA ki I--- \ / rll . . . . . . . . ---- JUAN A. CASTILLO o LL. W, Z a al I M�q R-EVISIONS: Z Z film -Qujjv�lLl, olu jgz4 RXI- 0 'HIGH EST CROWN Or z TIELEV. FROI-ERTY EXISTING V-0* HGT. FORFOSED 4'-Om HG I Lu P-0 LINE CHAIN LINK FENCE ALUM. FICKET GATE ALUM. FICKET FENCE u Lu n W/ WEDGE (31 WIDE), W/ HEDGE Z U z r1l, < 0 SITE PLAN SCALE: 1/8" l'-Ofl DATE: 06.20.2018 -j SCALE- AS SHOWN re, NORTH DR -AWN BY- 00 CHECKED BY - JOB NUMi3EfZ- 18-254 c- 0 sp-1 A - U I PROPOSED 5'-O' HGT.LLJ - j ALUM. PICKET FENCE. PROPOSED U I 10'-2' RESIDENCE MASONRY Q j MIN. BUILDING SIDE WALL lt't'PJ —' SETBACK (TYP.) C° PROPOSED BERM j COMPOSED OF Z >- COMPACTED FILL W/ PROPOSED SOD OVER TOPSOIL. RESIDENCE 8' HGT. ABOVE FIN. FLOOR i EXISTING ALONGG CTYPJ ? TOP OF LOWEST o- I REAR p J41FINISHED FLOOR AND SIDE PROPERTY PROPOSED N 0-I LINES (25' AWAY FROM RESIDENCE re,i E2b�' N�x.v.D. FRONT PROPERTY LINE: MASONRY ` (TYP.) FTG. (TYP.) TOP OF I GRADE TO 1'-3' 2'-b' 1'-3' PROPPROPOSED MATCH EXISTING Q GRADET ` , ELEV. +ll.rol' N.G.V D. z EXISTING,; GRADE ' T ELEV. +1I.00 N G.V.D. z \ O rn 3 TYP. PROP. CONT. BERM DETAIL. C] � �12 0 z I PROPOSED 5'-0' HGT. O j ALUM. PICKET FENCE. 15'-2' relj MAX. BUILDING SIDE �1„ SETBACK (TYP.) Ow PROPOSED BERM . � COMPOSED OF Z > i COMPACTED FILL W/ SOD OVER TOPSOIL. 8' HGT. ABOVE W I EXISTING GRADE. 0 TOP OF LOWEST 0- i CONT. ALONG REAR o FINISHED FLOOR ' ' AND SIDE PROPERTY G ELEV. LINES (25' AWAY FROM "' +12 rol' NC.V D. FRONT PROPERTY LINE. r'll� (TYP.) TOP OF i GRADE t0 O PROPOSED 1 -3 2 -ro 1 -3 MATCH EXISTING BERM GRADE ELEV. \ \ \ -- EXISTING Lu T GRADE\\ U T ELEV. +11.00' N.G.V.D. ml 11, Tom, ,.. ;; , f , ,; , ,,/ ` p 3 TYP. PROP. CONT. BERM DETAIL. SP-1.2 { V ROAD � 0BV IN.G.V E aL � }ID�� Mill i _ 4 o jt iI � 11 F� CONC. APPROACH t ROADELE I I II I • . 6' GY.D. 1 ,U O i r1 I I p p GRADE�� J�t I Z � � � �i E ME — iAM -CROWN OF �p -- -— — - — — OAD�'i�>�_ uT ELEV. 1 Z Nn.V � � - t V +10.l ro' D u I flum z�_ 1007 U � � ELE,V i/h'�'�'h[`l'�'"�iF� o V � cL Q oLu i SCALE: N.T.S. PROPOSED RESIDENCE MASONRY WALL (TYP.) PROPOSED RESIDENCE FIN. FLOOR (TYP.) PROPOSED RESIDENCE MASONRY FTG. (TYP.) - IMPERVIOUS LEGEND & AREA CALCULATIONS:. BLDG. COVERAGE: .GRAVEL DRIVEWAY AREA: FRONT YARD CONC. WALKWAY AREA: FRONT COV. ENTRY AREA NOT UNDER T.B.= WATER FEATURE AREA: ' REAR GOY. TERRACE AREA NOT UNDER T.B.= C/U GONG. SLAB AREA: TOTAL IMPERVIOUS 4,145 S.F. AREA: TOTAL IMPERVIOUS 4,315 SF. MAX. PERMITTED: IMPERVIOUS AREA PLAN NORTH , \ f T SCALE: N.T.S. H Q~ V SCALE: 1" = 10'-011 V LW N O � ' W Q < Q V] [W r_e �w ono �U u z ae Lo IL ROAD OF w w O iE1. N.G.V. Lo Lo 00 I I I L4CROWN OF SEAL: ROAD +1 28Y NG.V.C. JUAN A. CASTILLO I REVISIONS: BDC-i�' II-26-IS I L \ I I It li7 DATE- 06.20.2018 •HIGHEST SCALE: AS SHOWN (CROWN OF DRAWN BY: ROAD CHECKED BY: ELEV. N.G.V. JOB NUMBER: 18-254 I .... .. SP 1.2 Lu I PROPOSED 5'-O'HGT. ALUM. PICKET FENCE. PROPOSED RESIDENCE 10'-2' m -Ae')mc>"y' rll� < >- cc L) I tui Z. MIN. IBUILDING SIDE SETIBACK (TYP.) WALL (TYP.) FIROPOSED IBERM COMPOSED OF z 20 COMPACTED FILL W1 PROPOSED SOD OVER TOPSOIL. RESIDENCE V HGT. A50VE FIN. FLOOR ui EXISTING GRADE. (TYP,) z TOP OF LOWEST y- i CONT. ALONG REAR �FINISHED FLOOR AND SIDE PROPERTY PROPOSED N T ELEV. (L LINES (25'AWAY FROM RESIDENCE +12,rol' N.G.V.D. FRONT PROPERTY LINE. MASONRY 0 (TYP.) FTG. (TYP.) r TOP Or- PROPOSED GRADE TO MATCH EXISTING 5gRM GRADE T ELEV. SCALE: N.T.S. PROPOSED RESIDENCE IMPERVIOUS LEGEND & AREA CALCULATIONS: 5LDG. COVERAGE: GRAVEL DRIVEWAY AREA: FRONT YARD CONC. WALKWAY AREA - FRONT COV. ENTRY AREA NOT UNDER T�15 WATER FEATURE AREA: REAR COV. TERRACE AREA NOT UNDER TB.: C/U CONC. SLA5. AREA: TOTAL IMPERVIOUS 4,145 S.F. AREA: TOTAL IMPERVIOUS 4,315 Sr-. MAX. PERMITTED: J ce MAX. IBUILDING SIDE WALL (TYP.) A SETeACK (TYPd FBIPAN ml N' -%Mx- z z PROPOSED 5ERM 000 ERM" '4""' 7 T1[7711 COMPOSED OF 0 COMPACTED FILL W/ SOD OVER TOPSOIL. PROPOSED RESIDENCE 8' HGT. AeOVE FIN. FLOOR 0,2""' Z;:.Z�2-1' Ul I EXISTING GRADE. (TYP.) 0 -4 R "P, TOP OF LOWEST CONT. ALONG RE AR 0 j4FINISHED FLOOR R �AND SIDE PROPERTY PROPOSED forl, I f"ll T ELEV. u LINES (2E�'AWAY FROM RES11DENCE Lu FRONT PROPERTY LINE. MASONRY TOP OF GRADE TO PROPOSED MATCH EXISTING E3ERM GRADE Lu T ELEV. Lu EXISTING GRADE T ELEV. NORTH +11.00' N.G-V.D. < < r) Ed PROP. CONT. BERM DETAIL. SCALE: N.T.S. �n OK Lu ce L-r) EXIST. EXIST. EXIST. EXIST. 00 'LGF;ZADE GRADE GRADE GRADE j4GRAD GRADE 'L GRADE IGRADE GRADE- Lr) < u7I PROPERTY T ELEV. ELEV. Ev. ELEV. T ELEV. T ELEV T ELEV. T ELEV. ELEV. +1134' N.G.V +11.61'N.G.V.D. N.G.VZ). +11.20'N.G.V.D. +12.00'NiG.V.D. +1If01'*N.G-VD. ',N.G.V.D. +11.13' N.G.V.D. LINE CRO NNW CROWN OF r=x '747 p "g p gy WN OF IL ROAD 'a ROAD T-ELEV. ELEV. EV, -j 1+16D 83' N.G.VZ L - - - - - - < -TEL M 2 r) .0� X.—K < Q rN m; u- .0 0 N ,N) L gm AM rel r- 4., 0 ly, I LEyxNal Ln < 00 Lu LO _j Lu PEN TERRACE\ CROUN OF LEW', r < ROAD ELEV- Lu N TE -j Iowans= < LLJ Ne 0 Lp -ROLIN or- SEAL: 5 -6"X8'-4" 4'X 4' 2 0 MR ONC. AAF VAN :-+11-26'NG,VZ. z XELEV lh ALK WAL \WN ALK -ELE < e�- z r) RE EL 12. JUAN A. CASTILLO -ELEV, ce CROWN OF ;L-ROAD E EX15TIN45617 777�- - RADE "BLEVIN REVISIONS: T ELEV. 0 0�113-4! 4i - ll - 'N +10.1ro' N.G.V.D APE 'A" �QKAPF= z z q� < x"g F V. m V1 < T fv R, g ftN Mix Lu r) u Z u IV, 0 _pN Lu -ELE r) DATE 06.20.2018 M �19 �O-M 'HIGHE SCALE AS SHOWN ST E05W W, CROWN or ttz -mo— DPAV\IN BY. ROAD C"FC -Fn RY. u U Lu -7, ------ TIELEV. JOB NUMBER- 18-2514 ---------- PROPERTY EXIST. IST. EXIST. EXIST, LINE GRADE I GRADE GRADE GRADE ELEV. T I=L;=V. ELEV. ELEV. GRADING PLAN +11.10' N.G.VD. +11.40' N.G.V.D. SCALE: 1/8'.'= l'-O". Rp 1 9 z 0 0 z 0 u 0 P u LLj 111� ce 0 UO u r11 Lu r Lu Lu re z Lu .-j Lu Lu C-1 un PERIMETER FENCE WEST ELEVATION PERIMETER FENCE EAST ELEVATION m 1-1filf-lirliiii" 1111M., fill 11111 fill] I 1 11 1111 ................. 3111, Ill Ill Ill 1111111111 Hill Ull] 11 Ill 11 Ill INN i I Will 1.2 T T- ar-191 UM 113 1 IN I — STILL ,NN I It 1 11 1 van IN loll Nil lirnill .......... INN INN I 1 0 WA Ill Ill[ 1 11 11111 --- -- ]Ill INN .............. ------- AN rA VIMIM-S APL��I.R-EMEI SCALE: 118" 1'-0" PERIMETER FENCE NORTH ELEVATION SCALE:: 118" 1'411 -2. liiinmliiulllili IIft IMF 1111] 1 ............ . . . . . . . . . . . . . - 111111110111 1511151111111111 INN I liiiisniiunllil INN Ill 111 Ilia Ill Ill I I I I Ill Ill IIIIIIIII Bill 1 11111 I oil Nil WIN. IN. alf I I fit I Ill 1 11111 Ill fill[ 11111 11111 0 1. 1 11111111 INN I I Ili I I ]fill Ill 1,111 1 1 lilt 1 11 1 11 1 1 1111111 fill Ilia lllil 1111111 llitiolitil IlIlI fill INN I I Ill fill I Ill I I Ill I till I I is INN I ill INN I II illsin 1 11 1 1 t 11,11,1121 11 Ill t I Is, 1 1111111 1 11111 11 11111 11 .111 1 1 1'. Is Z SCALE: 1/8" 1'-011 PERIMETER FENCE SOUTH, ELEVATION SCALE: 1/8"�= 1'-011 w-j cj� 00 �-RQWN OF Lo !tOAD =LEV. �11.21- N.c-;.v.r,. (J') Cn 00 Ln SEAL: .1/ Y/(5 emu JUAN A. CASTILLO Z REVISIONS: Z Z oggng g" M z C.u� m! Lu 'INN MI %01�;4 Lu r u 0 A Q B" W� Ag '4-- 4- 81 r) Ml 0.11.- UR g& -Mv............ ow NO' 0 Rf ffrrw'ur� Al 0 CR WN Cr DATE: 06.20.2018 t; TIELEV. SCALE' AS SHOWN . . . . . . . . . . . . . . ------ ....................... ----------- m ---------- ...... .............................. 41�4�-`- MMAME— T DRAWN BY. 00 U LLJ Q; c- Lj 0 U -ZIP -IV-,' : - li-rlEf,-r*�ELI D 1. v 1=Rof=ERTY EXISTING 5'-0' HGT. FORPOSED 4'-O'WGT. FORPOSED 4'-0' HGT. - -254 LINE CHAIN LINK PENCE ALUM. PICKET GATE ALUM. PICKET FENCE JOB NUMBER. 18 W1 HEDGE (3' WIDE). W1 HEDGE SITE PLAN SCALE: 1/8" V-011 _q P. 1 q TREE DISPOSITION PLAN- EXISTING TREES OVER PROPOSED DEVELOPMENT • EXISTING PLANT LIST FOR 5852 TREE BOTANICAL NAMES TYPE COMMON NAME DIAMETER HEIGHT TREE EXISTING CANOPY TREE CANOPY LOSS IN _w CATEGORY TYPE CONDITION NATIVE DISPOSITION OF TREES AND PALMS No INCHES IN AT 4.5* DBH FEET INCHES IN FEET 1N SQ FT 1 Cocos nucifera Coconut Palm Tree 7.0 20.0 25.0 0.0 CATEGORY 2 FAIR NO TO REMAIN- IN RIGHT OF WAY OF 77 TERRACE 2 Cocos nucifera Coconut Palm Tree 7.0 12.0 12.0 0.0 CATEGORY 2 Fair NO TO REMAIN- IN RIGHT OF WAY OF'77 TERRACE 3 Veitch a montgomeryana Montgomery Palm 5.0 30.0 15.0 64.0 CATEGORY 2 POOR -FAIR YES TO BE REMOVED 4 Brassia actinoph lla Schefflera Tree 3.0 10,0 8.0 0.0 INVASIVE FAIR NO INVASIVE 5 Calistemon viminalis Bottle Brush 30.0 30.0 25.0 980.0 CATEGORY 2 POOR NO TO BE REMOVED -DAMAGE BY HURRICANE 6 u sere. i r B r s ma uba Gumbo Limbo Tree 24.0 25.0 20.0 0.0 CATEGORY 1 GOOD YES _ _ TO REMAIN 6A ch s er e P o ma el ans CLUSTER of Mare o Palms S I m 10 2 30.0 18.0 0.0 INVASIVE NO TO BE REMOVED 7 Syagrus romanzofhana Queen Palm 8.0 30,0 15.0 0.0 PALM 2 FAIR NO TO REMAIN 8 Syagrus romanzoffiana Queen Palm 8.0 30.0 15.0 0.0 PALM 2 FAIR NO TO REMAIN 9 Syagrus romanzofana Queen Palm 8.0 30.0 15.0 0,0 PALM 2 POOR NO T REMAIN O MAl 10 a r Syagrus omanzoffiana y g Queen Palms Q 6,0 22.0 15.0 0.0 PALM 2 _ FAIR _ NO TO REMAIN 11 Delonix regia Royal Poinciana 36.0 40.0 30,4 0.0 CATEGORY 1 FAIR NO TO REMAIN 12 _-Dypsis Iutescens Cluster Areca Palm Tree 14.0 25' 201 0.0 CATEGOTY 2 ..INVASIVE FAIR NO TO REMAIN 13 P ch s erma ele a' -.. ty gans Solltare palms 40. 20.0.. 16.0 0.0 FAIR NO T�3.BE REMOVED J� 14 t O P ch s rma ele n a s pe 9 _ Soli Solltare alms p 4.0 �O.o 6 0 1 0,0 NV INVASIVE. FAIR- NO _ _ _ TO BE REMOVED- 1044.0 4 , TOTAL SQUARE FEET OF CANOPY TO BE REPLACE 15 ADDITIONAL TREES OUTSIDE Cocolo a b uwfera PROPERTY Sea ra Tree 24 30 2 2 CATEGORY 1 - FAIR POOR YES TO REMAIN- IN RIGHT WAY � 8 STREET OF 7 THE T 16 Syagrus romanzoffana Queen Palm 8.0 30.0 15.0 PALM 2 FAIR NO TO REMAIN -IN RIGHT OF WAY OF 78 STREET NOTES: WE ADDED THE EXISTING NEIGHBORS TREES ON OUR DRAWING AND ON THE SURVEY CHART AS THEY ARE IMPORTANT TO THE LANDSCAPE DESIGN. IT IS NOT A REQUIREMENT FOR A SURVEYOR TO LOCATE THEM AS THEY ARE ONLY HIRE TO DO THE ACTUAL PROPERTY FOR WHAT THEY WERE ENGAGE TO DO. WE SHOW IT BECAUSE IT ALLOWS US AS THE DESIGNER IN CHOOSING AND LOCATING THE CORRECT TREES AND SHRUBS BASED ON THE CONDITIONS OF THE AREA.. Mariano Corra RR Landscape Architecture .I�LandPlanning Golf Course Design 1 1 Ig Urban UI A,�LMS 11 Member of the American Society S o efArchftects . • � hl • o �� I SILVER lie 9 CHICHIRO GOLF COTUMR HEDGE i`e I TO DRIP LINE OF TREE WHEN POSSIBLE ORANGE POLYETHELINE 48" HIGH THIS DIMENSION WILL VARY DEPENI IING BARRIER FENCE ON CANOPY SIZE AND AVAILABLE TR EE ROOT ZONE SPACE. ALL POST TO BE VARIES � VARIES EQUAL SPACING ON CENTER HOWEVER, MAX. DISTANCE BETWEEN POSTS SHALL BE 6'-0" OC. x 3 ,.. ; A* Nx �" p kM�i - a 0 wk � U q � w 0 PT OWNER !' -SW 77 TERRACE Y I FLORIDA i � 4%` llsrs S ` ! ARRI{• iMM11 , I • sx i it / , � :ram ►n 055 NUMBER OF W 1 . l ♦ tl r r• j` T, SEE LIST Norio s j/, ,�/� -91 L101t- avo EXISTING TREE TO BE REMOVED i EXISTING TREES f�. 11 TO REMAINTREE Sic CRITICAL ROOT •NE �' 111 • ROOT I Y� PROTECTION C e moo • • I May, 1 � r i SCALE: AS SHOWN PROJECT NUMBER 24-052418-R DATE: 05-24-18 REVISIONS: SEAL: O.D.DDOpS Doo n C 0� LIC.# LA 6666671 SHEET NUMBER LD-1 OF: 3001 SW 109 Court Miami; Florida 33165 Off: (305) 551-1262 Fax (305) 229- 4146 EMAIL: madanocorral@cancast.net L d39 rk /CC ■ I a m WANT. BOTANICAL 210 [IN (NATIVES TREE-s 'ana P U►,hy,[e ..e^ § ; r' �Tt' ' �" dd•.i i f tg WIEZ ,Cy y`pp_d * wv ?w � k {`fir"4' vm ;. Aoi Y.'..... 'xE.. rwr dg ' '7 ¥ y, x,N IKk"k �'. R -'sx s� a:"'`� a�a• " �_. y�h. , 0.. tom-. ^,' w "4 ,� !hs ix A�� r *� ✓�^ r���,„h�,�. �"�Jlr+e ��Yw�b �L'si��j�Ai"�5`# � �•�i Fwl KP N i' s gNDSCAPE PLP X�KISGRPE KIF-U FLOWERS p TOLERANCE r, F, S FRUITS SALT DROUGK ff9��k'i R kw�a'w .y . ���J i GENERAL NOTES; Landscape Contractor to read all and any questions to be brought up to the Landscape Architect. 1. The Plans are copyrighted and it is the ownership of Mariano Corral, Landscape Architect for all the designs shown. 2. The primary responsibility is to protect the welfare of the general public. General contractor is to protect _ the public by placing barriers, posted warning;signage in areas that Will cause conflict between construction with pedestrians as well as autos. 3. Landscape contractor shall be informed and *veil verse to county or city codes and if any confusion, he/she shall read codes or contact Landscape Architect for clari fications. 4. The locations of plant materials on plans are approximate. The final locations may be adjusted due to P p pp y _ _ ,i unforeseen field conditions, and safety factor to avoid creating unsafe visibility conditions'. 5. Landscape architect shall not be responsible for the failure of the contractor not to be aware of proper procedures for installation of plant materials, safety procedures for securing trees, palms or shrubs while transporting plant materials to the site, and / or loading or unloading from transport vehicles. 6. Detail sheets is a guide for plant installations and form king aware all trees and palms shall be secured from toppling over by its weight or by wind conditions. Landscape contractor shall be responsible and use all means to secure ure treesand palms from falling over areal/ after construction has finished for a period of e f one year. Periodical check u s o y ch k afg y wire or that means of technical fastening shall be inspected at a min. of once a month or less. Provide highly visible warning flags for the public to see to avoid injury to pedestrians and autos. Use common sense. 7. All plant materials shall be Florida #1 or better as set by the State of Florida Grades. and Standards 1998 AND 2015 and as per ANSI 300. 8. Landscape architect shall not be responsible for The Means and Methods of construction or plant installation or plant se t .... selection flop and. duality. This lies solely on the Landscape contractor experience or e er n al contractor, but wellb e subjected to inspection for quality ,assurance, g , 1 sp q yand proper method of installation as per Florida Standards and on detail plans, 9. Plan will always take precedence over plant list. Landscape Contractor or installer is responsible for checkingthe accuracy of the lens and an discrep ancies to be brought to the attention y p y p g Ion of the Landscape Architect. 10, Before commencing any work, it is recommended that the Landscape Contractor visit site and become familiarized with the site AND its surrounding areas (adjacent properties). 11. General Contractor must have ale utilities identified and carefully located for the safety, welfare of his workers as well as the general public. Contact Sunshine &ate One -Call of Florida nc 1-800-432-4770 -- 48 hours befa*re installation. 12. During installation ,Landscape Contractor shall make all possible intent to secure area of work from the public for their safety and welfare. 13. Landscape Contractor shall obtain all necessary permits pricer to beginning installation. Any existing trees that must be removed or transplanted must first receive approval by City or county. 14. All existing Trees to remain shall be barricaded (if space is allowed) to the tree canopy drip line to prevent damage to the tree or palm during construction. A chain link fence cover with red vinyl at 5' high; with T' pasts for anchoring can be used. Careful care for tree trunks shall be taken. Periodically check for damage and repair, 15. Landscape contractor shall be responsible for fine grading and prepare site as per outline in the following notes and as per plans. He/she shall furnish and install plants as per the minimum requirements Of the city or county codes or exceed the min. requirements and/or as per, Landscape Architects specifications. 16. Landscape contractor shall be responsible to provide and install all plant materials - trees, shrubs, groundcovers, sod, fertilization, and mulch. 17. Landscape Contractor: Documentation that all newly proposed ! installed Sabal palmetto utilized on site have come from a government approved donor site or were grown from seed at a register Florida nursery. 18. LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL NEW TREES AND PALMS FOR A' PERIOD OF ONE YEAR FROM DATE OF LNITIAL ACCEPTANCE. 19. Landscape Contractor or Owner's representatives shall provide schedule for the timely removal of tree and palm guying. This should be accomplished within a 12month 'period after installation, and should NOT - exceed the 12 month period: 20. PLATY ALWAYS TAKES PRECEDENT OVER PLANT LIST PAGE TWO SITE PREPARATION AND SOILS' 1. .All compacted soils shall be tilt and loosen cause by heavy` machinery during construction. This will allow for proper percolation and drainage. 2. All lime rock within planting areas must be removed to a depth of 3' feet. -Replace materialwith specified planting soil. 3. All lime rock, asphalt or debris within parking islands, corner parking islands,; and entry islands, shall be removed to a depth of 30 INCHES. In the event a refurbishing or establishing a new parking island with the used of extruded curves over an existing asphalt parking lot, the same will apply as to removal of asphalt and lime rock as stated above and the use of proper planting soil 4. Site preparation is the removal of all debris, sticks, rocks, rubbish, weeds, contaminated soils, and dead materials. 5. Final fine grading shall be 2"below any paved areas, top of curbs or sidewalks and landscape islands without curbs to allow for sod installation to meet flushed with pave areas. 6. PLANTS MUST NOT BE PLANTED ON TOP OF ROOT BALL 7, Landscape contractor shall test for PH before installation. Any PH results above 7.5 PH (Alkalinity) shall be removed and replaced With PH from 6.5 to 7.5 PH' native soils or as per specified media. 8+ Whenever possible if the existing soil media on site is fertile and fairly clean. Landscape contractor shall use existing soil as backfill'for newly planted trees, He/she shall prepare a Written report guaranteeing that the existing soil media is free of any type contamination prior to .installation. It is recommended that soil samples should be taken to determine soil nutrient deficiency and the absorption and percolation rate in order to determine a proper course of action for the survival 'ofall plant materials. 9. Landscape Contractor shall have made research that all plant materials were available at time ofbidding ;as per plans. No substitution shall be made without the consent of the landscape architect. 10. If Substitutions are made the Landscape architect shall make revisions to plans and Landscape Contractor shall be responsible to re -submit to city and received approval from city staff prior to commencing work. 11. MOIL MEDIA: All newly proposed planting beds on site will be composed of60% coarse silica sand, 30% good clean pulverized black soil and 10% Canadian peat. Soil shall be thoroughly mix and delivered on site free of debris, weeds, and gravel. This composition ofinedia to be provided and installed in the event existing soil conditions is not in an acceptable conditions for the survival of all the propose new plants. 12. Landscape contractor shall treat site with a pre -emergence herbicide after all weeds and gravelf debris have been removed. There shall be a 7 to 10 days waiting period before installing the plant materials: 13. FERTILIZER TO USE AT TIME OF INSTALLATION: No fertilizer is necessary if plant materials are obtain from quality control and reputable nurseries. Those; plant materials should have been properly fertilize before being release to the public. At the sole discretion of the landscape installer / contractor, since he/she will be responsible for guaranteeing and maintaining the plant materials for a one year period from the time the installation is completed and accepted by either LA or owner's representative, to provide the appropriate fertilization., We recommend the fallowing; PALM SPECIAL # 9836. This is an 8-2-12 (nitrogen, potassium, and minor elements) for all Trees, Palms, shrubs and groundcovers. It can be obtained from ATLANTIC FERTILIZER IN HOMESTEAD, FL. 18375 SW 260" Street. Landscape Contractor can use pound per tree, and a hand full or 3-tablespoons per shrub for all and each shrub and groundcover. Palm trees shall receive 2 lbs. of fertilizer per palm 'tree. Fertilizer shall be place on tap of root ball and 4" incites away, from trunk. Miloreanitg, will not be acceptable, however,slow release tablet fertilizers or equal acceptable by the FNGA nursery industry, and can be used at time of planting if Palm Special is not available and installation of materials is on a sandy loam VS rock -limestone condition. It is best to follow manufacture's recommendation for application. - 14. Landscape Contractor to use Best Management Practice for all his scope of work. 15. All planting grading shall slope away from buildings, and structures for proper drainage. Always check with civil engineers plan, or the party responsible for grading if Landscape Architect was not responsible for such work. 16. General contractor shall keep one copy of the landscape plans on site, clean and protected for the use - by city officials, landscape; architect and owner's representative. 17. General contractor and Landscape contractor shall abide by all local building codes. 311 CALIPER-611 GRADE TREE FLARI ROOT BALL 2-: FINISHED GRA 4" HIGH SAUCI TRUNK IF SPAI AVAILABLE SP CIFICATIONS AND D TA The TOP of TREE ROOTBALL shall be placed 3" above existingit i soil. This will insure that tree flare will be exposed and when berm colapses through time the additional soil will not affect the tree flare. NO MULCH shall be placed on top of rootball. If you must place mulch for appearance sake, lightly do so no more than 1/2" thick and 4" away from tree trunk. Create a 4 - saucer rootball 6 8 diameter. C/L V-0" MIN. TO EDGE OF PAVEMENT - 2" MULCH • PLANT CMG 9•• SPA TOP OF MULCH SHALL BE 1" BELOW PAVEMENT -FINISH GRADE @ PLANTER -- i M - ,i'&744iT47i7496�. '474747474747474 � �i �4Tii�Ti �i i � ice. DEEP PREPARED TOP OF LC PLANTINGH SHALL \-18" DEEP PREPARED BE V BELOW PAVEME: • SHRUB GROUNb COVER BEDS TYPICAL PLANT PLANT LOCATIONS SPACING UAL + + TYPICAL PLANT = SPACING av OQ EQU OO + NOTE: IN MOST CASES TRIANGULAR SPACING IS PREFERRED, USE SQUARE SPACING ONLY IN SMALL RECTILINEAR AREAS. SQUARE SPACING TRIANGULAR SPACING N.T.S. N.T.S. MULCH ALK/CURB NOTE: 1) SET TOP OF TREE BALL 3" ABOVE FINISHED GRADE. KEEP MULCH AWAY FROM BASE OF TREE TRUNK. "TREE SAVER" GUYING SYSTEM 2) CAREFULLY REMOVE ALL EXCESS 60- (3 GUYS © 120- O.C.) SOIL FROM BASE OF TREE TRUNK & TOP OF ROOT BALL TO EXPOSE TRUNK FLARE. 2" MULCH EXPOSED TREE FLARE FINISH GRADE BURY TOP OF ANCHOR 3",'` R` tr 2'-6 ; BELOW GRADE OF SOIL DEEPER ' '' IF REQUIRED FOR SUPPORT. } art PREPARED PLANTING SOIL AS SPECIFIED EXISTING SUBSOIL 8" THOROUGHLY COMPACTED VARIES WITH SUBGRADE SUPPORT PAD PLANT BALL "TREE SAVER" GUYING AS RECOMMENDED BY MANUFACTURERS & SUPPLIED BY: MOD:-TS-0020-L8124 LAWSON & LAWSON, INC. PHONE (800) 833-5323 OPTION TWO: SINGLE STEM TREE GUYING (1-1/211- 311 CAL.) N.T.S. THIS DIMENSION WILL VARY DEPENDING ON CANOPY SIZE. ALL POST TO BE EQUAL SPACING ON CENTER. HOWEVER, MAX. DISTANCE BETWEEN POSTS SHALL BE 61-011 OC. TREE ROOT ZONE: THIS AREA SHOULD NOT BE DISTURB. IF ANY TRENCHING SHOULD BE NEEDED FOR ANY IRRIGATION LINES THEN THE DEPTH SHALL BE 2' BELOW SOIL LINE OR UNDERNEATH THE MAIN LATERAL ROOTS. USE AN AIR SPADE TO REMOVE ANY SOIL CAREFULLY AND EXCAVATE WHILE NOT DAMAGING ROOTS. ALL SOIL REMOVED SHALL BE STOCK PILE NEAR BY AND REPLACED BACK TO ITS ORIGINAL LOCATION. WATER EVERY DAY FOR A MIN. OF 3 MONTHS AND ADD ADDITIONAL APPROVED SOIL MEDIA MIX FOR ANY. AREAS OF SETTLEMENT. RULE OF THUMB: FOR EVERY INCH OF CALIPER A ONE FOOT RADIUS DISTANCE FROM TREE TRUNK FACE. 5' HIGH CHAIN LINK FENCE TO PROTECT EXISTING TREES. POST INSTALLATION SHALL STAY CLEAR OF ANY MAJOR ROOTS. FENCE TO BE A MIN. OF 10' FROM FACE OF TRUNK. PREFERABLY TO BE PLACED UNDER DRIP LINE IF SPACE IS AVAILABLE. MAINTAIN AND REPLACE AS NEEDED THE. BARRIER FENCE FOR TWO YEARS MIN. OR UNTIL CONSTRUCTION HAS BEEN S 000 0*0 06. .+. . • • .. . . • • •• . • •• i nAF; SURROUND TREE UP TO DRIP LINE Kbow whats below. i1qu �NA ERECT FENCE PRIOR TO CONSTRUCTION • • • • • • CbNefor� y u di POST SIGN TO KEEP OUT. I g AND - T S-THE LAW Mariano Corral DO NOT PILE SOIL AGAINST FENCE OR Landscape Architect ROOTS. Landscape Architecture Golf Course Design Land Planning Urban Design Member of the American Society of Landscape Architects I .'I t • MAI /I ■ lv i 1 1 1 r r I tr � J 1 1 II � 1 e ,/� :� . .�Piro,♦♦♦oseeee♦/ ♦ 1 ♦ � I � � � 4. � .,. -„_1/I�i�ti� ��.� ►o♦ee♦♦ee♦e ►e♦ ♦P o♦♦ ►♦o♦eeeee♦� e♦ ♦ �I ♦/ ♦e♦se♦e ♦♦e♦e♦ee♦♦ ►♦ ♦e ♦ e♦ee♦e♦e/ ♦e♦e♦e♦eeo/ ♦ ♦♦ .$♦I ♦/ eee♦eeeee♦ ► 3 ♦eeee♦eee♦ ► ♦e.. ♦ ♦ ♦♦e ♦ � ►e♦ ee / ♦eee♦e♦♦♦e ♦ee ♦♦I /♦♦ee♦s♦♦♦♦ ♦ee♦♦e♦ee♦ ♦ee��♦♦I ♦e♦ee♦ ♦ / ♦ ♦ee♦♦♦e♦ fee♦ ♦e ♦I ♦♦eeee♦e♦♦ ♦eee♦♦♦♦♦♦/♦♦ee ,�♦♦e1♦♦♦e♦♦♦♦e♦ ♦♦♦eeee♦e♦ ►♦e♦� ; ♦e♦♦ ►eee♦ee♦ee/ ♦e♦eeeeeee/ ♦eee,_:.�eee/ ♦eeeeeee♦♦ n ee♦eeee♦eo ►ee♦ n♦ee♦ ►e♦ ♦e♦ e/ ♦♦eeeeee♦o/ e♦♦♦��e♦e/ ♦e♦♦e♦♦e♦♦ �, �" '>F COMPLETED. TREE PROTECTION BARRIER DETAIL m1�T`T U7?n'Tr�mrnu (NOT TO SCALE NOTE: ALL GUYING SYSTEM TO BE REMOVED 12 MONTHS AFTER INSTALLATION. GC TO SUBMIT CONFIRMATION IN WRITING TO OWNER. 4- 2" x 4" x 6" WOOD BATTENS WITH METAL STRAPS NAILED TO BATTENS. DO NOT NAIL TO TRUNK USE BURLAP TO WRAP TRUNK-, FOR PROTECTION. (8)- 214" X 36" PT PINE STAKES INSTALLED AT45 D ANGLE -18" DEEP OUT SIDE OF TREE WELL AND NAILED TO ADD ADDITIONAL SUPPORT TO 4" x 4" WOOD BRACE. 2 STAKES PER BRACE. CREATE ROOTBALL SEAT SAME DIAMETER AS ASPHALTIC CONCRETE SCARIFY TOP OF EXISTING SOIL TO REMOVE COMPAMAND ALLOW DRAINAGE. EXISTING SOIL TYPs PALM (NOT TO SCALE) ASSOCIATION WITH CHI CHI RODRIGUEZ GOLF COURSE DESIGN. U U d W � O Q H a � Q 00 �n NRCHIT-EC.TUR-E PLANNIMG.LLC. JUAN CASTILLO 6356 MANOR LANE SUITE 105 SOUTH MIAMI, FL. 33143 T. 786.253.5530 SCALE: AS SHOWN PROJECT NUMBER 24-052418-R DATE: 05-24-18 REVISIONS: SE ppp000-o 0 0 Cp' � o . Op �® .®O CI 0� LIC.# LA 6666671 SHEET NUMBER LP=2. OF: 3001 SW 109 Court Miami, Florida 33165 OR: (305) 551-1262 Fax: (305) 229- 4146 EMAIL: madanocorral@comcast.net H U Q V z I-= 3 z 0 N c� 0 r 1-• z 0 m z O m c� O Z O U z O Z U O m w O w w T v w H w H 4 p . uj Q h v Q z Q LL O w G O c. w Q uvl w w H w c Q U w O G J w O O z Q v z 0 m c.3 w � w O U �- z_� 70 zz c- r c� z r) .� H O Lup �z U cza O w C) � w U 00 U o w N � ce vU c w OH 000 000 0*0 Am IN /E55 _3 .. •• 21'-4' 14'-4' 5'-8' I 38'-0' S'-8° 8'-�' '• • •• IN 10 24 0 5-2 $ 44 4 - _ — O C Z - O _ F �- ---- O ® «� ■ ----� __.. -------- -------- ARCH CTURRE TIT ♦ T T. /1 0 i gg ONmv 7r0 GT 00 FLAN IN NC1 LLU. 8' 5'-016 SHALLOW I e DECORATIVE WATE R AA26001717 FEATURE 14, DEEP AR 0017144 (UNDER A SEPARATE PERMIT). ■ 6356 MANOR LANE TERRACE II6' c� SUITE 105 I OO o0 OO I I O N I I TOP OF SLA , . I 1 1 ? -r ---- -- J I I L------- 1 I SOUTH MMAMI, FL. 33143 E V. -,a'_ I I o _ - �„ ; ; 1 I T. 786.253.5530 I LE , , 0 N 1 , _ I I N ---------------------------------- --- A , , E UAN@CASTILLO 1 _ I I O 101 J , 22'-1 ' '- ' ' N N ARCHITECTURENET _ I 1 I 15 1 1 1 3 4 8 �4 0 S 8 III 2 1C1A2R 1SL. 2' GARAGE ,,IIII COV__— , RED9 KITCHEN/ BREAKFAST CIA — ---- TE CE ■ STUDY/ ------ -------- BEDROOM 5 11I,1 SN 4" - - - - - - - - - CO ERED O 11j I I - TERRACE � I ` , � � s I I � � a N ---- - _-------- --- 6 -7 `�-----=--g= -----� - I 3 4 I1 -9 2 -0 1 1 1 -� 8 81' 20'-0' ---- -------- --- ■ i I F i 8' A I I - O w M r- --- S,-5•--------- PANTRY O ,.n 110 , li®WI.C. 107 l FARM FARM BATH 5 N 1 - - -- � I GLASS II NE i i 8" . i 22'-5' I ENCL. 1'-9• I ,I I 21_61 COVERED , i DINING TERRACE I I 41 i ROOM I 4 " 1 111 , I 104 , I i t i N HALLWAY I---N—=--� FOYER I I 102 I I I ji 102 I I TOP OF SLAB ELEV. -0 -� ' lO , I I ,Q OI O I I I I'1 i--- ' I---- 0 1 I - I - I n -1 0 . I , . ' TOP OF SLAB ELEV. I S�� I I----H- --� r----1�--- I TOP ELE 1 1 SL. 2 I +-0'-0' I � I I 11' �' i NOTE FOR ROOM FINISH AND DOOR / WINDOW SCHEDULE, REFER TO SHEET A-6 ® ROOM FINISH DESIGNATION O DOOR DESIGNATION <�> WINDOW DESIGNATION ® WIND PRESSURE DESIGNATION GENERAL NOTES 1, BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FT ABOVE FLOOR. SECTION R301.2 OF F.B.G. 2011. USE DURO-ROCK BACKING TO RECEIVE CERAMIC TILE FINISH. 2. IN AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE, THE MODE OF OPERATION SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20' IN WIDTH, AND 24' IN HEIGHT, 5.1 SQ. FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54' ABOVE FINISHED FLOOR. 3. ALL HABITABLE ROOMS, BATHROOMS AND OTHER LOCATIONS OF THE HOUSE, SHALL COMPLY WITH LIGHT, VENTILATION AND HEATING REQUIREMENTS DESCRIBED ON SECTION'R303 OF F.B.C. 2011, 4. ALL GLAZING ELEMENTS INSIDE AND/OR OUTSIDE OF CONSTRUCTION HAVE TO BE DETERMINATE AND INSTALLED AS PER SECTION R308 OF F.B.C. 2011. 5. REFER TO FOUNDATIONPLAN FOR CONCRETE FILLED BLOCK CELL LOCATION FOR SIZE AND REINFORCING. 6. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED; TO WOOD, OR OTHER APPROVED METHODS' OF TERMITE PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPT. BY THE LICENSED PEST CONTROL' COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BLDG. HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUB-TERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FL. DPT. OF AGRICULTURE. AND CONSUMER SERVICES.' (SECTION R320 F.B.C.2011.) 1. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING. AREAS :AND OTHER REQUIREMENTS SHALL COMPLY WITH SECTION R310 OF F.B.C. 2011. 8. STAIRWAYS, RAMPS, EXTERIOR BALCONIES, HALLWAYS AND DOOR SHALL COMPLY WITH MEANS OF EGRESS SECTION (R311) OF F.B.C. 2011. S. INSULATION MATERIAL WITHIN ROOF -CEILING ASSEMBLIES SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450. F.B.C. 2011 R302.10.1 10. R302.9,1 FLAME SPREAD INDEX: WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200, 11. R302.9.2 SMOKE -DEVELOPED INDEX: WALL AND CEILING FINISHES SHALL HAVE A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450. 3-0 L 1-2 I I I 10 -5, Nbf iI 11111�I� �'�I ®I� • .c rt_ I , 2. I Zv OA, TOI4, OF SLAB ELEV. _ 0' - --J : - - - - - — - - - _--_--_--_ -__ _ _ I Q O0 0 I 4' f—' 0 I I < V I I ¢� CRE EV RYD I 1 — tlJ ,4 W w 1 I m - 3. 0 101 44' 1'-6' I'-ro' 1'76' i 6'-4' r 1 --------------- --- L (o I 8 4'-0' 8' LLa r( l� iy 39'- . 4 5-0 8-4 F NORTH U w F- J.. 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I r W.I.C. �n 6 , c T I1 I, 7 ❑ �I ZE) ( i 203 i M - - - - - �— -----J Lam------ M — ` j I I f 3 1'1-1 _ 3- 2- -------------------------------------------- -4 8 I _ i — �\ ----------- r----------------------------- r-----------CORRIDOR vo -------------J I I i t i I I ---------------------i) p7 _ n JHU . -- --------------- MASTERW.I.C. li - 2 W O _ MASTERi _ 206 i -- S ��\ ' ROOF BELOW 11 I I a1 - I . . , _ 5 W _ BATH I 12 0 �p 1 0 3 0 �x� OPE TO _ BEL W ' I I 1 1 O 5'-1 p b 0'-51` O W M --- ------ LA DR ROOF BELOW — . — . — . i I i H / 1 I O ,. , Og =� ; ----\,I, --- ---- - -----� ----------------- Z W O 7 I I — TOP OF DECK 771 � ELEV. +12'-0' DN i S M \\ O 1 O W NOTE FOR ROOM FINISH AND DOOR / WINDOW SCHEDULE, REFER TO SHEET A-6 0 ROOM FINISH DESIGNATION DOOR DESIGNATION <8> WINDOW DESIGNATION _1 WIND PRESSURE DESIGNATION ROOF BELOW ON ----lmLf1 ----------- ------------------------ _ , I _ FLOOR PLAN LEGEND O I I , I I 18r--------------- -- -------------, I I I 1 �_1 I ® REFRIGERATOR © DOUBLE KITCHEN SINK i i O ; I © DISHWASHER (E) \ \ OO COOK TOP / HOOD i i \ 4' I " :1 1 1 1 ffm . I I I I I I I I ". J IL I LINE OF CABINET ABOVE LL&j y 0 36' HEIGHT COUNTER I ----------- --- ----- I© Q� DOUBLE OVEN /MICROWAVE ------------- --- ---- C ; MAST BEDR R OM GENERAL NOTES HO WASHER ' (E� i , 0 DRYER 205 CARPENTRY CABINET PANTRY 18 i I 1. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FT ABOVE FLOOR SECTION R301.2 OF F.B.G. 2011. USE DURO-ROCK BACKING TO RECEIVE CERAMIC TILE FINISH. 2. IN AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE, THE MODE OF OPERATION SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20' IN WIDTH, AND 24' IN HEIGHT, 5.1 SQ. FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54' ABOVE FINISHED FLOOR. 3. ALL HABITABLE ROOMS, BATHROOMS AND OTHER LOCATIONS OF THE HOUSE, SHALL COMPLY WITH LIGHT, VENTILATION AND HEATING REQUIREMENTS DESCRIBED ON SECTION R303 OF F.B.C. 2011. 4. ALL GLAZING ELEMENTS INSIDE AND/OR OUTSIDE OF CONSTRUCTION HAVE TO BE DETERMINATE AND INSTALLED AS PER SECTION R308 OF F.B.G. 2011. 5. REFER TO FOUNDATION PLAN FOR CONCRETE FILLED BLOCK CELL LOCATION FOR SIZE AND REINFORCING. 6. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A CERTIFICATE OF COMPLIANCE SHALL BE 15SUED TO THE BUILDING DEPT. BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BLDG. HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUB-TERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FL. DPT. OF AGRICULTURE AND CONSUMER SERVICES.' (SECTION R320 F.5.C.2011.) 1. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING. AREAS AND OTHER REQUIREMENTS SHALL COMPLY WITH SECTION R310 OF F.B.G. 2011: 8. STAIRWAYS, RAMPS, EXTERIOR BALCONIES, HALLWAYS AND DOOR SHALL COMPLY WITH MEANS OF EGRESS SECTION (R311) OF F.B.C. 2011. S. INSULATION MATERIAL WITHIN ROOF -CEILING ASSEMBLIES SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450. F.B.G. 2011 R302.10.1 10. R302.9.1 FLAME SPREAD INDEX: WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200. 11. R302.9.2 SMOKE -DEVELOPED INDEX: WALL AND CEILING FINISHES SHALL HAVE A SMOKE - DEVELOPED INDEX OF NOT GREATER THAN 450. DRYWALL TRAY CEILING 0 42' HGT. GUARDRAIL CAT. II SAF. GLASS NO STRUCTURAL STEEL COLUMN OO LINE OF BEAM ABOVE VANITY ® CAT II. SAF. GL. SHOWER ENCLOSURE ® ROD AND SHELF 0 36' HGT. HANDRAIL O OVERHEAD GARAGE DOOR O DECORATIVE WOOD LOUVER 0 AIR HANDLER UNIT 0 CONDENSING UNIT OX ELECTRICAL METER 0 ELECTRICAL PANEL O GAS INSTANT WATER HEATER AREA CALCULATIONS GROUND FLOOR A/C SPACE: 1,982.00 S.F. SECOND FLOOR A/C SPACE: 1.622.00 SF. TOTAL A/C SPACE: 3,604.00 SF. GARAGE AREA: 455.00 S.F. COVERED TERRACE (FRONT) 4 ENTRY: 339.00 SF. COVERED TERRACE (REAR): 438.00 S.F. TOTAL AREA: 4,63ro.00 S.F. WALL LEGEND IIIIIIIII INDICATES 8'x8'x16' MASONRY UNITS W/R-4.1 INSULATION ON A/C SPACES. INDICATES 3-5/8' METAL STUDS PARTITION e 24' O.C. WITH 1/21 DRYWALL FINISH EACH SIDE. NORTH I I. ----------------------------------J C� L, SECOND FLOOR PLAN SCALE: ;1/4" - 11-011 U ¢ cA Q) z . 3 z _o w N r O x i— w w z 0 w m z O G z O f^ CO H O z 0 U F- z O U z O U 0 O G w 0 w w Lu ROOF VENTILATION CALCULATION F.B.C. 2017 REQUIRED AREA OF VENTILATION FOR ROOF AS PER FBC R806.2 1/150 OF TOTAL NET FREE VENTILATION AREA TO CEILING AREA: REQUIRED No. OF VENTS: TOTAL 35 PROVIDED No. OF VENTS: TOTAL 41 SCREEN VENTS: 4 IN. X 22 IN. = 88 SQ.IN. f (d.61 SOFT. ROOF AREAS: LEVEL ROOF AREA REQUIRED AREA OF .VENTS REQUIRED VENTS UPPER ROOF 1,622.00 SOFT. 1/150 X l,622'= 10.8 SOFT, 10.8 / 0.61 = 1�.10 = IS LOWER ROOF 1,085.fdm SOFT. 1/15m X i,m85 = 1.2 SOFT. 7.2 / 0.61 = 11.80 = 12 GARAGE 455.mm SOFT. 1/150 X �#55 3.0 SOFT. 3.0 / 0.61 = �F.92 = 5 V z 0 w m -� O V �- _z z n U zz c¢ oc� zQ ¢Lu �a �o �z u¢ Q U O w ¢ U 00 o w N � V U G w 0� 00000 . . ... ... . . . .... . . . 0 Lu N O T F-- Z r 96 W.J _T lap mi- T SOUMI TH MIA, FL. 33143 m p l��I X=F4LT Z O F- m d F- 0 u T U w T H >- m 0 w 7 cu u� H T V ¢ V Z m U F- V 2 WIND PRESSURE SCHEDULE (AS PER ASCE 1-10, SERVICE LOADS) OPENING LOCATION ROUGH OPENING TYPE +P.S.F. -P.S.F. N.O.A. # / EXPIRES : GLASS REMARKS. 01 FRONT (N) ro'-4' x 10'-0' 2-FRENCH DOOR 43.2 56.1 CAT. 11 SAFETY GLASS IMPACT RESISTANT if I'-11' x 10'-0' PIXEL) GLASS lm 2' x 4' :x.120' VERT. MULLION Q2 5'-4' x 10'-0' WD. PIVOT DOOR 43.2 56.1 CAT. 11 SAFETY GLASS IMPACT RESISTANT 2f V-4' x 10'-0' FIXED GLASS 2m 2' x 4' x 120' VERT. MULLION 6'-4' x 10'-0' 2-FRENCH DOOR 43.2 56.1 - - CAT. II SAFETY GLASS IMPACT RESISTANT 3f I' -II' x 10'-0' FIXED GLASS 3m 2' x 4' LX 120' VERT. MULLION x `5'-0' CASEMENT WIND. 45.0 60 3 CAT. 11 SAFETY GLASS IMPACT RESISTANT Q 12'-0' x 5'-0' FIXED GLASS 35.1 45.9 CAT. 11 SAFETY GLASS IMPACT RESISTANT 5m 2' x 4' ,x 6 0' VERT. MULLION © 2'-5' x '5'-0' CASEMENT WIND. 45.0 60.3 CAT. 11 SAFETY GLASS IMPACT RESISTANT 14 REAR (S) 16'-O' x 5'-0' GARAGE O.N. DR. 3-7.4 44.1 IMPACT RESISTANT 15 31'-0' x 10'-0' SLIDING GL. DR. 43.2 56.1 CAT. 11 SAFETY GLASS IMPACT RESISTANT 16 2'-5' x V-0' CASEMENT WIND. 45.0 60.3 CAT. 11 SAFETY GLASS IMPACT RESISTANT li 12'-0' x 2'-0' FIXED GLASS 35.1 -48.c5 CAT. II SAFETY GLASS IMPACT RESISTANT 1i 2' x 4' x 24' VERT. MULLION 15 2'-5' x 5'-0' CASEMENT WIND. 45.0 (o0.3 CAT. II SAFETY GLASS IMPACT RESISTANT Ef SIDE (W) 1'-8' x 3'-ro' FIXED GLASS 45.0 603 GAT. If SAFETY GLASS IMPACT RESISTANT ® I'-5' x 3'-(o' FIXED GLASS 45.0 60 3 CAT. It SAFETY GLASS IMPACT RESISTANT 90 1'-5' x 3'-r0' FIXED GLASS 45.0 60.3 CAT. 11 SAFETY GLASS IMPACT RESISTANT 10 1'-5' x 3'-6'- FIXED GLASS 45.0 603 CAT. 11 SAFETY GLASS IMPACT RESISTANT 11 V -0' x V -0' FRENCH DOOR CAT. 11 SAFETY GLASS IMPACT RESISTANT 12 3'-0' x V-0' FRENCH DOOR CAT. If SAFETY GLASS IMPACT RESISTANT 13 2'- a' x 5'-0' CASEMENT WIND. 45.0 603 CAT. II SAFETY GLASS IMPACT RESISTANT 19 SIDE (E) 2'-5' x 5'-0' - CASEMENT WIND. 45.0 60.3 CAT. 11 SAFETY GLASS IMPACT RESISTANT 20 2'-8' x 5'-0' CASEMENT WIND. 45.0 60.3 CAT. II SAFETY GLASS IMPACT RESISTANT 21 2'-5' x 5'-0' CASEMENT WIND. 45.0 60.3 CAT, 11 SAFETY GLASS IMPACT RESISTANT 22 2'-0' x 5'-0' CASEMENT WIND. 45.0 60.3 CAT. II SAFETY GLASS IMPACT RESISTANT 23 l'-5' x 3'-6' FIXED GLASS 45.0 60.3 CAT. 11 SAFETY GLASS IMPACT RESISTANT - ,.x_: y 2 rgg 3 �" 2 ... .xR ...._ _<� �..+... - �_` _: > _ > ,.:Y',. � -�'.'. .. « , rrc.. ..o--.a ■ v>-_.- ., e..4't. r v_-�- - F.+ a,. �.. � ...� � ,�-.� .., »_.._ `- .._- .'. .., e,... � ,.:zn .-,.. .._<z.. •tea _x_-. �.. _�� .. .. 3x �,5+ _ ._. s .. .._--e ,*:'�a.. iV a ... ,i�.t N 2 o • U F- TOP OF TOP Or - HIGHEST HIGHEST ROOF RIDGE 12 ,- — — — — — — 12 . — — ROOF RIDGE •' • m ELEV. +28'-10' — ���� ����� ELEV. +28'-10' • • Z PREFAB. WOOD -- PREFAB. WOOD ROOF TRUSSES ROOF TRUSSES 3 FLAT CEMENT FLAT CEMENT ROOF TILE Ix ROOF TILE o AR- HI CTLIR:E N CONC. BOND BEAM CONC. BOND BEAM - PLAN LLC. TOP OF 2ND FLR. TOP OF 2ND FLR _ AN BOND BEAM _ . ELEV. +22'-0'; BOND BEAM Q @ ELEV. +22'-0" AA26001717 N AK0017144 TOP OF 2ND PRECAST R-30 INSUL. DRYWALL CLG. PRECAST LINTEL Z FLR. OPENINGS LINTEL UNC D t ELEV. +20'-0' 4' PARTITI N 6356 MANOR LANE 0 Lu - SUITE 105 m CASEMENT e s' MASONRY SOUTH MIAMI, FL. 33143 o WINDOW BLOCK WALL T: 786.253.5530 E. JUAN@CASTILLO ARCHITECTURE.NET z O CONC: BOND BEAM TOP of SECOND m MASTER BEDROOM MASTER W.I. BEDROOM 4 TOP OF SECOND FLR. TRUSSES ELEV. +12 a -0 e CONC. BOND 7777FLR TRUSSES ELEV. +12'-0' BOTTOM OF BEAM 0 BOTTOM OF R p GROUND FLN GROUND FLR CEILING CEILING O ELEV. +10'-0' U TOP OF GROUND FLR [- SIDE OPENINGS o"ELEV. +8'-0' U @ O 8' MASONRY @ U BLOCK WALL TOP OF ce GROUND FLR CONC. SLAB ELEV. +0'-0' @ ELEV. +10'-0` DRY JJALL CLG. FAB. WO PRECAST TOP OF M-OOR TRUS S LINTEL GROUND FLR. SIDE OPENINGS ELEV. �t -� m 0 '(a V MASONRI' • ITCHEN CA NA �r BLOCK WALL TOP OF GROUND FLR . /DININ G OM EAKFAST B H CONC. SLAB ELEV +0'-0' ►—� OGRADE .. ..:.:.. .. ..:... . .... .:-. _ , . ...:. :::..;. .• , . - J7" 1�7�T 8 _ , ELE / / r / \ \ \ \ \- \ \ /\ \ \ /.\ / /.\ /.\ /.\ /\ /.\ ELEV. 0 8 Lu MONOLITHIC FOOTING, CONC. SLAB, MONOLITHIC 0 W m SEE STR DWGS SEE STR. DWGS FOOTING, SEE STR —+ UO � ua 2 B BUILDING SECTION SCALE. 1/4 — 1 -O Z >O 00 Ln v TOP OF TOP OF W O O HIGHEST 12 12 HIGHEST ROOF RIDGE .— .—.—.—.—.—. 4� �4 ------ ELEY. +28'-10' ROOF RIDGE ELEV. +28'-10' 0 PREFAB. WOOD O Z O ROOF TRUSSES FLAT CEMENT ::I e ROOF TILE GONG. BOND BEAM GONG. BOND BEAM N Ln c- TOP OF 2ND FLR, TOP 01= 2ND FLR BOND BEAM — BOND BEAM ELEY. +22 -0 00 f _ — — ELEY. +22'-0' Ln _ PRECAST LINTEL R-30 INSUL. DRYWALL CLG. PRECAST LINTEL TOP D TRUSSES FLR PENINGS 4' RTITION FIX GLASS WINDOW HORIZ: ROLLER ELEV. +20'-0" U WINDOW 0 p 8' MASONRY 0 BLOCK WALL `- CONC. BOND BEAM 12 TOP OF ENTRY PREFAB. WOOD PREFAB. WOOD FRONT PORTICO . — ROOF TRUSSES . �. � ROOF TRUSSES w ELEV.` +14'-8' @ FLAT, CEMENT O ROOF „F TILE CONC. TIE BEA LAU DRY MASTER'I.C. MASTERBATH SEAL: TOP OF SECOND o BOTTOM OF CLG. FLR TRUSSES ------- EL ELEV. +10'-01 - _ - BOTTOM OF z COVERED ENTRY Z TAG W D GROUND FLR CEILING WOOD TECx LCLG. CONC. ELEV. +10'-0' CONC. COL MN T4 G. DRYWALL CLG. PREFAB. WOOD CONC. TIE, AM TIE BEAM m E TOP or - FLOOR Cj TRUSSES E TRY WOOD GROUND'FLR DOOR OPENINGS A, JUAN A. CASTILLO ---u--- ELEV. +10'-0' SLIDING GL ASS STEEL rr===� @ DOOR , Z V i i i E_= Q -- @ @ Co1.urlN REVISIONS: z Z- �— G 1 TOP OF p TOP OF i �_ , Z GROUND FLR i i, Q i�== ===ter 1'�OYER - LIVING/DINING ROOM COVERE ERRAC GROUND FLR � � CONc. SLAB COVERED TRY ;�=� u===� CONC. SLAB � ru ELEV. +O -0 -_ 11 ELEV. +0I -0 e U GR ADE R D _ 0 :. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ .,. \ \ \ \ \\\ \ \ \\\\\\\\\\\\\\\\\\\\ ... ,....;.. ... .°', GRADE — ELEV. \ \ \ \ � /\/\ \ / .., ... .. _.. / /\/ ., : //,\/.\/,\/\,\/.\,.\/,\/.\!\/.\/.\/.\/.\/\/\i\/.\/,\//.\/.\///.- - Z � \ \ \ \ \ \ \\ \\ /\/\//\/\ ELEY. 0 8 % / / MONOLITHIC FOOTING, CONC. SLAB, .\\.,\\..\\..\\..\\..\\... � - - j - - - DATE 06.20.2018 SEE STR. DWGS SEE STIR. DWGS SCALE: AS SHOWN U ce DRAWN BY: o CHECKED BY: N JOB NUMBER: 18 254 A BUILDING SECTION SCALE: 1/4" _ 1'_011 o = A-3.1 U� A 3.1 U 26 GA. GALV. MTL. DRIP W/ A ROOF FLANGE OF ` FLAT CEMENT TILE ROOF ON 1-900 MINERAL SURFACE HOT 26 GA. GALv. MTL. DRIP W/ A ROOF FLANGE OF FLAT CEMENT TILE ROOF ON 1-Wo N1444 -SbWAGE l•lbt 2' MIN. AND NAILED W/ 12 GA. ANNULAR RING MOPPED TO 1-300 FELT TINTAGGED TO 19/32' PLYWOOD 2' MIN. AND NAILED W/ 12 GA. ANNULAR RING MOPPED TO 1-30# FELT TINTAG�D •fo 14 2'r i'ULYW(t0 • U SHANK NAILS AT: ' O.C. THE DRIP SHALL BE 2' SHEATHING THE 1-300 FELL IS ANCHORED TO THE PLYWOOD SHANK NAILS AT 4' O.G. THE DRIP SHALL BE 2' SHEATHING THE 1-30# FELT IS 'ANCHORED TO THE PLYWOOD MIN. AND EXTEND 3/41,MIN. SHEATHING AND 1/2" 5HEATHING WITH 5ENCO GALVANIZED, DIAMOND POINT, 1-1/4" MIN. AND EXTEND 3/4' MIN. SHEATHING AND 1/2' SHEATHING WITH SENCO GAL NIZED IAMO D POINT 1-1/4' < CLEAR FROM STRUCTURE. MTL. DRIP SHALL BE X .120' DIAMETER WOOD 1/8' WIDTH CROWN X 1-3/4' LENGTH. CLEAR FROM STRUCTURE. MTL. DRIP SHALL 13E X .120' DIAMETER WOOD i/8'• H CR �N >t 1-3/4' N'R tN. m LAPPED 4 MIN - PERIMETER LAPS AND WOOD SHEATHING ANCHORAGE SHALL BE HAND NAILED IN LAPPED 4" MIN 6 PERIMETER LAPS AND 12 WOOD SHEATHING ANCHOR E HAL •BE WAND NA ED IN SHALL BE WRAPPED AROUN AN A - , , °� �- �7D D LAPPED 5 �. ACCORDANCE WITH F$.G. 20i4. 19/32 CDX PLYWOOD. SHTG. SHALL BE WRAPPED AROUND. AND LAPPED 5 4 ACCORDANCE WITH F.B.C.-2014't9/32%L1'.�X•PL''fW00D.!5NT(S. Z - MIN. AT CORNERS. W1 Sd IN SHANK a RING NAILS 6 I O.C. o PANEL EDGE, &I O.C. MIN. AT CORNERS.. W/ ad RING SWANK :NAILS m 6 - O.G. o PANEL EPEE, 6 I O.G. ,m INTERMEDIATE SUPPORTS, W/ ad RING SHANK NAILS o 4' O.C. INTERMEDIATE SUPPORTS W/ Sd RING SWANK NAILS e 4' O.C. 3 At GABLE END TRUSSES AND TILE INSTALLATION SHALL BE AT GABLE END TRUSSES AND TILE INSTALLATIONSHALL BE Z TOP OF 2ND FLOOR NAIL -ON SYSTEM. , NAIL -ON SYSTEM TOP OF 2ND FLOOR T T ° CONC. BOND -BEAM GONG. BOND -BEAM ARCHI CTLIRE N ELEV. +22'-0' ARF. ::; ELEV. +22'-0' AFF. PLAN LLC. p PRE-ENG. WOOD ROOF TRUSSES g 24' O.G. ..;.; PRE-ENG. WOOD ROOF TRUSSES 6 24' O.C. z ,- R-30 INSULATION R-3ID IN5uLat10N AA26001717 Acous-r1CA S �� , AK0017144 2x6 FASCIA L PRAY FINISH OVER z GYPSUM 2x6 FASCIA ACOUSTICAL SPRAY FINISH OVER 1/21 GYPSUM V-0' O.H. BOARD ON METAL HI -HATS w 16' O.G. 3'-0" O.H. BOARD ON METAL HI -HATS o 16' O.C. 6356 MANOR LANE Lu ix2 P.T. FIRESTOP a BM. PERIMETER AND Ix2 P.T. FIRESTOP 6 BM. PERIMETER AND 8'-0' HGT. AFF. MAX 6 8'-0' HGT. AFF. MAX SUITE 105 C° 4'x22' SCREENED VENTS stucco OVER 4'x22' SG SOUTH MIAMI, FL. 33143 KEENED VENTS STUCCO OVER O RIB -LATH ON EA. SUPPORT W/Sd RING _ T. 786.253.5530 �, GONG. BOND -BEAM SEE STRUCT, DWGS RIB LATH ON EA. SUPPORT W/8d RING SHANK NAILS 6 O.G. (TYP,), PROVIDE SHANK NAILS m 6' O.C. (TYP.), PROVIDE CONC. BOND -BEAM, SEE STRUCT. DWGS E UANCCASTILLO 114' MAX. E 1/16' OPENINGS OF SCREEN, FOR SIZE AND REINF. (TYP.) FOR SIZE AND REINF. (TYP.) J 1/4 MAX, 8 I/16 OPENINGS OF SCREEN, ARCHITECTURE.NET Z CORROSION RESISTANT (R606.1. FBC 2011) CORROSION RESISTANT (R80rol FBC 2011) O SEE ROOF PLAN FOR QTY. AND VENTS SEE ROOF PLAN FOR QTY. AND VENTS CALC5. (TYP.) _ GALCS. (TYP.) _ 8'x8'x16' G.M.U. WALL. = B'x8'xi6' G.M.U: WALL 0 ? SEE STRUCT. DWGS FOR REINF. 0 SEE STRUCT. DWGS FOR REINF. t W Z W _ O U Z Ut O ? 1/2 G.W.B. ON Ix2 P.T. WD. FURRING 1/2' G.W.B. ON Ix2 P.T. WD. FURRING 0 STRIPS Z 24' O.G. STRIPS e 24 - O.C. r—+ p @ PROVIDE R-4.1 INSULATION IN CAVITIES. O PROVIDE R-4.1 INSULATION IN CAVITIES. (� u z M ° lx4 PT WOOD NAILER lx4 Pt WOOD NAILER • 6' WOOD BASE 6' WOOD BASE 1" Lu 2 COAT STUCCO 5/8' THICK 2X6 P.T. WD. NAILER ATTACH TO 2 COAT STUCCO 5/8' THICK (2) 2X8 P.T. WD. LEDGER ATTACH .TO Q MIN. ON CONC. BLOCK CONCRETE BOND BEAM, SEE STIR. DUGS MIN. ON CONC. BLOCK COG O A S STIR. p CONCRETE BOND BE M, SEE TR DWGS Q W w FLOOR FINISH AS SCHEDULED FLOOR FINISH AS SCHEDULED H O a LIGHTWEIGHT CONCRETE, 3% LIGHTWEIGrtHT CONCRETE, Q N GYPCRETE OR SIMILAR (TYP.) Lu GYPGRETE OR SIMILAR (TYP.) ►� W 3/4' PLYWOOD DIAPHRAGM w/ 10d NAILS a 6' o.c. ag " TOP OF SECOND F 4 PLYWOOD DIAPHRAGM w/ 10ci NAILS 'a 6 o.c. O E - D 00 1/FLOOR INT. SUPPORTS AND 4' o.c. AT PANEL EDGES, TOP OF SECOND FLOOR INT. SUPPORTS AND 4' o.c. AT PANEL EDGES U 4 FIRST FLOOR EDGE BLOCKING 2' NOMINAL. PLYWOOD SHALL BE 4 FIRST FLOOR EDGE BLOCKING 2" NOMINAL. PLYWOOD SHALL BE W (f]i cn ik GONG. BOND -BEAM GLUED W/ ADHESIVES MEETING REQUIREMENTS OF GONG. BOND -BEAM GLUED W/ ADHESIVES MEETING REQUIREMENT5 OF '-~ _ 4. AFG-01. (TYP.) u ELEV: +12'-0" AFF. :::;�; AFG-IDl. CTYP.) ELEV. +12'-0" AFF. ,^^ 4 4 V/ ,i W L, 0 Q m _ 20' DEEP, PRE-ENG. WOOD FLOOR. - - •iy ° 04 TRUSSES o lro' O.G. @ - 20' DEEP, PRE-ENG. WOOD FLOOR ^ > N TRUSS S o 16' O.C. W Q .. w GN Lo W 00 Lo Z _ QW I�o ACOUSTICAL SPRAY FINISH OVER 11/2' G.WB. i, �'- ° _ _ _ ACOUSTICAL SPRAT' FINISH OVER z G.W.B. Z ON METAL FRAME - Q ON METAL FRAME O O CONC. BOND -BEAM, SEE STRUCT. DWGS CONC. BOND -BEAM, SEE STRUCT: DWGS (/] FOR SIZE AND REINF. (TYP.) FOR SIZE AND REINF. (TYP.) o N _ Ix2 P.T. FIRESTOP BM. PERIMETER AND f- Ix2 ' P.T. FIRESTOP - BM. PERIMETER AND c 9 10'-0' HGT. AFF. MAX _Lo IID'-0' T. AFF. MAX Q Z Ln Z � ut � w U U Q U Z Z O ZOrL c. 8'x8'x16' G.M.U. WA Z , ' WALL - 8 x8 x16' CM.U. WALL SEE STRUCT. DUGS FOR REINF. @ SEE STRUCT. DWGS FOR REINF. c.0 @ O 1/2' G.W.B. ON Ix2 P.T. WD. FURRING - i/ z' G.W.B. ON lx2 P.T. WD. FURRING STRIPS s 24' O.C.' � STRIPS �+ 24' O.C. _ SEAL: PROVIDE R-4.1 INSULATION IN CAVITIES. PROVIDE R-4.1 INSULATION IN CAVITIES. Z lx4 Pt WOOD NAILER lx4 PT WOOD NAILER V 2 GOAT STUCCO 5/6' THICK 2 COAT STUCCO 5/8' THICK ' p MIN. ON GONG. BLOCK 6 WOOD BASE BLOCK MIN. ON CONC. 6 WOOD BASE � cm— -- FLOOR FINISH AS SCHEDULED FLOOR FINISH A5 SCHEDULED to N 9� JUAN A. CASTILLO p w 4' THK CONCRETE SLAB (SEE FOUNDATION 4" THK CONCRETE SLAB (SEE FOUNDATION v " IL PLAN FOR SIZE AND REINFORCEMENT) uu�� Z u z Z PLAN FOR SIZE AND REINFORCEMENT) REVISIONS: Z z TOP OF FIN. FLOOR TOP OF FIN. FLOOR - ELEV. + 0 -0 a a . a ELEV_ + ID ID a a WW d GRADE a VAPOR BARRIER GRADE . ° da d VAPOR BARRIER �� a q a /\/\ 6 MIL POLYETHYLENE a a \ \ 6 MIL POLYETHYLENE h� 0 / /� MONOLITHIC CONCRETE FOOTING, SEE � � \ � .: � ' � � MONOLITHIC CONCRETE FOOTING, SEE STRUCT. DWGS. FOR SIZE AND REINF. STRUCT, DWGS. FOR SIZE ;AND REINF. U / / z �\ \\ \\ \\ \\ \\` ' COMPACTED FILL COMPACTED FILL DATE: 06.20.2015 Q SCALE: As SHOWN rll DRAWN BY- 00 CHECKED BY: 1 �� _ �� JOB NUMBER 18-254 BUILDING SECTION - - 2 _ _ SCALE. 3/4 1 0 BUILDING SECTION SCALE. 3/4 - V-011 �� A-4.1 A-4.1 G- - - - - - °� A-4.1 FLAT CEMENT TILE ROOF ON I-900 MINERAL SURFACE HOT 26 GA. GALV. MTL. DRIP W/ A ROOF FLANGE '•' •:• U MOPPED TO 1-30# FELT TINTAGGED TO 19/32' PLYWOOD OF 2' MIN. AND NAILED W/ 12 GA. ANNULAR SHEATHING THE 1-300 FELT IS ANCHORED TO THE PLYWOOD RING SHANK NAILS AT 4' O.C. THE DRIP SHALL •... SHEATHING WITH SENGO-GALVANIZED, DIAMOND POINT, 1-1/4" BE 2" MIN. AND EXTEND 3/4' MIN. SHEATHING . n X .120" DIAMETER WOOD-t/0' WIDTH GROWN X 1-3/4' LENGTH. 12 AND 1/2" CLEAR FROM STRUCTURE. MTL. DRIP •' •' (i WOOD SHEATHING ANCHORAGE SHALL BE HAND NAILED IN SHALL BE LAPPED 4" MIN o PERIMETER LAPS "*' ' +"e' . "• ' '9" ' z ACCORDANCE WITH F.B.C.-2014. IS/32' CDX PLYWOOD. SHTG. 4 AND SHALL BE WRAPPED AROUND AND r" W/ Sd RING SHANK NAILS 6' O.C, -w PANEL EDGE, 6' O.C. a LAPPED 5' MIN. AT CORNERS. INTERMEDIATE SUPPORTS, W/ Sd RING SHANK NAILS s 4' O.C. Z AT GABLE END TRUSSES AND TILE INSTALLATION SHALL BE TOP 1 ON FLOOR NAIL -ON SYSTEM. ARCHI CTLIRE CONC. BONA -BEAM PLAN LLC 1z- PRE-ENG. WOOD ROOF TRUSSES 6 24" O.G. Q 0 AA26001717 R-30 INSULATION AR-0017144 LLJ z ACOUSTICAL SPRAY FINISH OVER 1i2" GYPSUM ;'.,;`.+' 3'-0" O.H. 2x6 FASCIA BOARD ON METAL HI -HATS a 16" O.G. 6356 MANOR LANE :. SUITE 105 n lx2 P.T. FIRESTOP BM. PERIMETER AND 4'x22" SCREENED VENTS STUCCO OVER SOUTH MIAMI, FL. 33143 a 8'-0' HGT. A.F.F. MAX RIB -LATH ON EA. SUPPORT W/Sd RING T. 786.253.5530 O SHANK NAILS e (o' O.C. (TYP.), PROVIDE GONG. BOND -BEAM, SEE STRUGT. DWGS " E JUAN@CASTILLO i/4 MAX. � 1/16 OPENINGS OF SCREEN, FOR 51ZE AND REINF. (TYP.) @ CORROSION RESISTANT (R806.1. FBG 201"l) ARCHITECTURE.NET SEE ROOF PLAN FOR QTY. AND VENTS 1- GALCS. (TYP.) m _ VxV PRECAST LINTEL O FIXED GLASS WINDOW O � - _ 4' MIN. CONCRETE SILL — d U 8'x8'x16' G.M.U. WALL SEE STRUGT. DWGS FOR REINF. O m U 112' G.W.B. ON lx2 P.T. WD. FURRING (2) 2X6 P.T. WD. LEDGER ATTACH TO z STRIPS 24' O.G., PROVIDE R-4.1 CONCRETE BOND BEAM, SEE STR. DWGS O INSULATION IN CAVITIES. � � PRE-ENG. WOOD RODE TRUSSES � 24" O.G r) ix4 PT WOOD NAILER ' 6' WOOD BASE LLJ � (2) 2X8 P.T. WD. LEDGER ATTACH TO �--� CONCRETE BOND BEAM, SEE STR. DWGS 12 Q 0 w o (A FLOOR FINISH AS SCHEDULED ET HAN E , SEE 8'x12' CONCRETE TIE U 3/4" LIGHTWEIGHT CONCRETE, S DWGS BEAM, SEE STR. DWGS zGYPCRETE OR SIMILAR (TYP.) ~ 3/4" PLYWOOD DIAPHRAGM w/ 10d NAILS a 6" o.c. -a -� wm INT. SUPPORTS AND 4' o.c. AT PANEL EDGES, ", • a.. TOP OF SECOND FLOOR EDGE BLOCKING 2' NOMINAL. PLYWOOD SHALL BE a : 8 COVEREDTERRACE M GLUED W/ ADHESIVES MEETING REQUIREMENTS OF .; ,. , TIE BEAM dV r AFG-01. (TYP.) ELEV. +12'-0" AFC. ° t Q � o - LLJ °� W O� > 20' DEEP, PRE-ENG. WOOD (� -Lu FLOOR TRUSSES a 16" O.G. • ��'' 2x(FASCIA PE ,¢ SUSNDED M TAL F ME FOR uj ru T4G WOOD EXT RIOR EILING 3'-0' O.H. 0 4 22 SCREENED VENTS STUCCO OVER RIB -LATH ON EA. SUPPORT, W/Sd RING n u SHANK NAILS m 6' O.C.' (TYP.), PROVIDE Q w Q 1/4 MAX. 4 i/16 - OPENINGS OF SCREEN, {yCr) SP RAY CORROSION RE515TANT (R506.L FBG 2011) O ACOUSTICAL PRAY FINISH OVER �"2G.W.B. SEE ROOF PLAN FOR QTY. AND VENTS Q ON METAL FRAME CALCS. (TYP.) 7Z CONC. TIE -BEAM, SEE STRUGT. DWGS O Q FOR SIZE AND REINF. (TYP.) O 4'x4' STEEL COLUMN, G SEE STR. DWGS N I-•� Q 00 L w 1 Lij ce w 61 O cL SLIDING GLASS DOOR O SEAL: O Z Q Z 6' WOOD BASE � FLOOR FINISH AS SCHEDULED XAX �mJU. ASTILLO u O 4" THK CONCRETE SLAB (SEE FOUNDATION Z �„ PLAN FOR SIZE AND REINFORCEMENT) I REVISIONS: Z V I I I i Z Z� G Q — — — — 1 - i — — — TOP OF FIN. FLOOR p a tt VAPORA I a... 1-- 6 Lu MIL POLYETHYLENE U G MONOLITHIC CONCRETE FOOLING, SEE \ \ \ - z STRUGT. DWGS. FOR SIZE AND REINF. . /\/ ��\/�\/ ��/ �\/ \/�\/� /��\/\ \ ce Z // COMPACTED FILL \XX------L--------- \ I \ \ \ \\ \\ \ 0 4' THK CONCRETE SLAB (SEE FOUNDATION / �� \/ /\/ DATE 06.20.2018 WN // SCALE: AS SHOWN PLAN FOR SIZE AND REINFORCEMENT) DRAWN BY: aLIJ MONOLITHICUCTDWGSNFOR S ZE AND REINF CHECKED BY: JOB NUMBER: 18-254 7 Z L----------------------- J L---------------- -- -i T U V � w 3 PARTIAL SECTION THRU REAR COVERED TERRACE SCALE: 3/4 = V-0" A 4.2 A-4.2 .. .. ..... • •. .. • �. 42' HGT. CAT. 11 SAFETY . . . . -. . -. . . GLASS GUARDRAIL. . ... . .. PROVIDE SHOP Dms. • • Fig MANUFACTURER � 42' HGT. CAT.11 SAFETY m PROVIDE SHOP D GUARDRAIL. ARCHI CTM-E MANUFACTURER - FLOORSLA15 PLANN%ft LLC. ELEV. +12'-O' :. ... . :.xxAA26001717 1 36' HGT., 011%' GRASPABLE AR0017144 ;•. METAL HANDRAIL. PROVIDE SHOP DWCxs. xx MANUFACTURER 6356 MANOR LANE SUITE 105 10, SOUTH MIAMI, FL. 33143 T. 786.253.5530.DEEP, 20' DEEP, Tl'P. 20' PRE-ENG. WOOD - PRE-ENG. WOOD E 1 UAN@CASTILLO FLOOR TRUSSES FLOOR TRUSSES ARCHITECTURE.NET 6 16' O.C. 3x12 HARDWOOD 1 r TREAD (i `' r CENTRAL STEEL O SPINE M N Z cW n 0 STEEL/WOOD STAIR AND GUARDRAIL/HANDRAIL BY OTHERS PROVIDE SHOP DWGS. FOR ARCHITECT APPROVAL. ------- - ------ ji 36' HGT., 01'/2' GRASPABLE METAL HANDRAIL. PROVIDE SHOP DLZS. MANUFACTURER CENTRAL STEEL POST ... — Q ~ .......:.... ;.. TOP OLAB O F S �--+ ELEV tO m \\\\\\\\ 4' THK CONCRETE SLAB STAIR POST FOOTING. (SEE STRUCTURAL PLANS) (SEE STRUCTURAL PLANS) V Q W � Z Q (J] W C STAIR SECTION SCALE: 1 /2" = 11-0" n 7� z 0 N O FRONT LOUVER REAR LOUVER Z LLI \ _ \ O / 2 x4 ANODIZED 2 x4 ANODIZED c TOP OF 2ND FLR F(l ALUMINUM TUBE �_—� ALUMINUM TUBE BONDBEAM (TYP.) (TYP.) O N N - Q f1 @ O O Z� ��w U 8 Z O TOP OF SECOND `n FLR. TRUSSES = ' - ---------------------- 0 ELEV. +12'-0' 1; 0 ELEVATION ELEVATION 0 6'x6' ANODIZED 2'x4' ANODIZED 6'xV ANODIZED 2'x4' ANODIZED EXTERIOR EXTERIOR O ALUMINUM TUBE ALUMINUM TUBE WALL ALUMINUM TUBE ALUMINUM TUBE WALL u, (TYP.) (TYP.) (TYP.) (TYP.) - I-Lu ----- I ------- - -I- . . U 3'-4' 12' -0' WINDOW BEYOND Lu r m Lu -.. PLAN VIEW Q z ALUMINUM LOUVERS 0 to 00 •••• •i•i• ••A •••• •••• • • • • •••• • •••i•• ••• • •••• • DOOR SCHEDULE 0 NO. TYPE QUANT. LOCATION ROOM WIDTH HEIGHT THICK. MATERIAL GLASS REMARKS 1 PIVOT SWING DR. I COV. ENTRY/FOYER 5'-0' 10'-0' 1 3/4' WOOD --- MTL. THRESHOLD, WEATHER STRIP, IMPACT RESISTANT DOOR 2 FRENCH DOOR 2 FRONT COV. TER. �- , (2) 3 0 ,_ , 10 0 1 3/4 ALUM /•CxLASS CAT 11 SAFETY GL: MTL. THRESHOLD, WEATHER STRIP,IM ACT RESISTANT ASS P RE GLASS O8'-0' FRENCH DOOR 2 KITCHEN/COV. TER. 2'-8' 1 34' / ALUM GLASS CAT II SAFETY GL. MTL. THRESHOLD, WEATHER STRIP, P,3 IMPACT RESISTANT GLASS ill F- SLIDING GL DR I (VIN / ININ L G D G ROOM. '�' 30 S �- 10 0 1 3/4 ALUM / GLASS CAT (1 SAFETY GL. s DOOR, 4 TRACK IMPACT RESISTANT GLASS. X jjj 5 OVERHEAD DOO 1 GARAGE 16'-0' 9'-0' 1 3/,4' ALUMINUM '-- SCREENED VENTED DOOR I ABOVE FINISH FLOOR I SWING H.C. -I BEDROOMS 2'-8' $'-0' 1 3/s' WOOD --- "LEVER HARDWARE 8 SWING H.C. IT W.I.C.'S 2'-6' 8'-0' 1 3/5, WOOD -- LEVER HARDWARE 9 POCKET H.C. 3 BATHROOMS 2'-6' 8'-0' 1 3/S' WOOD --- LEVER WARDWARE � 10 BARN H.C. I MASTER BATH 2'-10' 8'-0' 1 3/s' WOOD, - - - LEVER HARDWARE ; 1- Z II SWING N.C. 1 LINEN CLOSET 2'-0' V-0' 1 3/8' WOOD - LEVER HARDWARE 12 SWING FULL LOUV. 1 A.H.U. CLOSET 2'-4' s'-0' 1 3/s' WOOD --- LEVER HARDWARE I WINDOW SCHEDULE 0 MARK TYPE QTY. LOCATION ROOM WIDTH HEIGHT MATERIAL GLASS REMARKS A FIXED GLASS 4 FRONT COVERED TERRACE 2'-0' 10'-0' ALUM / GLASS CAT. 11 SAF. GL. IMPACT RESISTANT GLASS B FIXED GLASS 2 COVERED ENTRY 3'-6' 10'-0' ALUM / GLASS CAT. II SAF. GL. ` IMPACT RESISTANT GLASS c CASEMENT 15 BEDROOMS/LIVING ROOM 2'-61 5'-0' ALUM / GLASS IMPACT RESISTANT GLASS D FIXED GLASS. 1 FOYER 2ND FLOOR 12'-0' 5'-0' ALUM / GLASS CAT. 11 SAF. GL. IMPACT RESISTANT GLASS E FIXED GLASS 1 MASTER BATHROOM 12'-0' 5'-0' ALUM / GLASS CAT. 11 SAF. GL. IMPACT RESISTANT GLASS F FIXED GLASS 5 BATHROOMS i'-8' 3'-6 ' ALUM / GLASS CAT, II, SAF. GL, IMPACT RESISTANT GLASS ROOM FINISH SCHEDULE O MARK ROOM NAME FLOOR BASE BOARD WALL CEILING FINISH CEL.HGT. REMARKS COVERED ENTRY/TER SMOOTH FINISH CONCRETE NONE LIGHT TEXTURED STUCCO - �o' T4G WOOD 6101 BOT. OF TRUSSES 102 FOYER CERAMIC TILE Yo' WOOD SMOOTH PAINTED, FINISH DRYWALL SMOOTH PAINTED, FINISH DRYWALL 22 -0 103. SITTING ROOM CERAMIC TILE ro' WOOD 101-08 104 LIVING/DINING ROOM CERAMIC TILE 6' WOOD 10'-0' DRYWALL TRAY CLG. 6 10'-ro' HGT. 105 KITCHEN/BREAKFAST CERAMIC TILE 6' WOOD WALL W/ CERAMIC TILE TO 2' ABOVE COUNTER' AREA 106 STUDY/BEDROOM 5 CERAMIC TILE 6' WOOD I0'-0' 107 W.I.G. CERAMIC TILE 6' WOOD 10'-01 108 B5 CERAMIC TILE CERAMIC TILE 1m'-0' WAINSCOT W/ CERAMIC TILE TOATHROOM 12, A.FF. - TUB 4 SHOWER AREAS 109 CABANA BATH' CERAMIC TILE CERAMIC TILE I0'-01 WAINSCOT W/ CERAMIC TILE TO 12, AFF. ,s TUB 4 SHOWER AREAS 110 PANTRY CERAMIC TILE WOOD I0'-01 111 COVERED TERRACE SMOOTH FINISH CONCRETE NONE : LIGHT TEXTURED STUCCO 6' T4G WOOD BOT.' OF TRUSSES 10'-0° 112 GARAGE. SMOOTH FINISH CONCRETE NONE LIGHT TEXTURED STUCCO SMOOTH PAINTED, FINISH DRYWALL 201 CORRIDOR CERAMIC TILE ro' WOOD SMOOTH PAINTED, FINISH DRYWALL SMOOTH PAINTED, FINISH DRYWALL 22'-0, 202 BEDROOM 2-3-4 CERAMIC TILE 6' WOOD 203 W.I.G.'S CERAMIC TILE ro' WOOD 22'-0' 204 BATHROOM 2-3 CERAMIC TILE 6' WOOD 22'-0, WAINSCOT W/ CERAMIC TILE TO 12 AFF. ,s TUB 4 SHOWER AREAS 205 MASTER BEDROOM CERAMIC TILE ` 6' WOOD 22'-0' DRYWALL DROP CLG. is 22'-6' HGT. 206 MASTER W.I.C. CERAMIC TILE 6' WOOD 207 MASTER BATHROOM CERAMIC TILE 6' WOOD 22'-0' WAINSCOT W/ CERAMIC TILE TO 121AFF. m TUB 4 SHOWER AREAS 208 LAUNDRY CERAMIC TILE 6' WOOD_ 22'-0' 209 A.N.U. CLOSET CERAMIC TILE 6' WOOD 22'-0' ARCHI CTUR-E PLAN LLC AA26001717 AR-0017144 6356 MANOR LANE SUITE 105 SOUTH MIAMI, FL. 33143 T. 786.253.5530 Iw JUAN@CASTILLO ARCHITECTUR.E,NET Q Q� W x�Q Q� �Z� •••r •f• r • r•••f ••• z O U d L 0 u z 0 U r) O M w ce Lu H _ w 0 m ce w ce 12 z O w c- O ce C. Q w w w ¢ U w c_ G O O z 0 z m _ CU ~ .� O U 2 z� z zz Z Z 0 ¢ Lu Lu F- 0 Lu Q F- z u¢ ¢_V O uj Fn- �o -� 00 o w =z uU Q¢ • • • • • • •000* - - - - - - - - - - WOOD TRUSS BEYOND ` METAL SUPPORT - - j - - - - Yf•• • •••A• • ••• • ••f• • L BRACKET INSULATION ADHERED TO %' PLYWD. SHTG xi, N� WOOD MOLDING. 2x4 WOOD FRAME 1/2' PLYWD. SHTCs lx3 WOOD FRAME (1) LAYER OF 5/S"-GYP. BD. PROVIDE HOOK AND SPRING ADHERED TO PLYWOOD TO HOLD DOWN PLYWOOD 4 SHEATHING W/P.V.C. 'J" GYP. BOARD BEAD AT PERIMETER TYPICAL ATTIC ACCESS DETAIL SCALE: N.T.S. DRYWALL CORNER BEAD DRYWALL CORNER BEAD GYPSUM WALL BOARD GYPSUM WALL BOARD METAL STUDS 16' O.G. -TAPE AND JOINT COMPOUND METAL STUDS O SO" CORNER PARTITION END DETAIL GYPSUM WALL BOARD 11/2' GYP. BOARD ON GALV. 1/2' GYP. BOARD ON GALV, 1/2' GYP. BOARD ON GALV. MTL. HI -HATS At 16' O.G. MTL. HI -HATS AT 16' O.C. MTL. HI -HATS AT I(o' O.C. PRE-ENG. WOOD TRUSS PRE-ENG. WOOD TRUSS PRE-ENG. WOOD TRUSS - GYPSUM WALL BOARD ON CEILING, CEILING. CEILING. METAL STUDS AT 16' O.C. 3-%' TOP CHANNEL (25 GA.) 3-5/g" TOP CHANNEL (20 GA.) SECURED TO TRUSS W/ #10 SECURED TO TRUSS W/ #10 MTL. SCREWS � 16" O.C. MAX. MTL. SCREWS � 16" O.G: MAX. (TYP.) (TYP.) TAPE AND JOINT COMPOUND 4' HIGH WALL BASE SEE FINISH METAL SCUDS SCHEDULE FOR TYPE 2x4 CONT. WE). BACKING BOTTOM RUNNER ATTACHED WITH POWER DRIVEN FASTENERS (HILTI OR EQUAL) m 16' O.C. UPPER CABINET C 8,45E DETAIL D 'T' CORNER DETAIL 5,4THROOM 2 G.W.B. EA. SIDE OF 2 DUR-O-ROCK W/ CERAMIC TILE PARTITION STUDS. (TYP.) FINISH ON WALL UP TO 12' IN HEIGHT ON THE BATHROOM SIDE OF PARTITION STUDS. (TYP.) MODIFIED DRYWALL 3-5/s' (20 GA MIN.) CORNER BEAD KITCHEN METAL STUDS 1- PROVIDE MOISTURE RESISTANT. CEMENT FIB#=R WALL 3-5/s' MTL_ STUDS (25 GA.) BOARD AROUND TUBS AT ALL BATHROOMS. 24' O.C. 1i2' G.W.B. OTHER SIDE OF 2- UNLESS OTHERWISE NOTED HEREIN OR ELSEWHERE IN PARTITION STUDS. (TYP.) THESE DOCUMENTS. METAL STUDS SHALL BE 25 GA. FOR NON -BEARING METAL STUDS WALL. 20 GA. METAL GUSSET PLATES 3- FOR PARTITION FINISHES. TILE, SPECIAL PAINT, ETC. 2x4 CONT. WE).3-5�g" MTL. STUDS (20 GA.) a 24" O.C. 1'-O' LONG SPACED V -O' O.C. (REFER To FINISH SCHEDULE) BACKING TAPE AND JOINT COMPOUND 4- PARTITION TYPE DESCRIPTIONS ARE NOT To BE INTERPRETED AS COMPLETE ASSEMBLY INSTRUCTIONS. BASE CABINET 3-%' BOTTOM CHANNEL (25 GA.) 3-5/g" BOTTOM CHANNEL (20 GA.) GYPSUM WALL BOARD SECURED TO SLAB W/ 3/16' RD. SECURED TO SLAB W/ 3/16' RD. 5- ALL PENETRATIONS IN FIRE RATED WALL OR X 1-1/2'L. HILTI PINS 24' O.C. MAX. X 1-1/2"L. HILTI PINS 24' O.C. MAX. METAL STUDS o 16' O.G. PARTITIONS ASSEMBLES SHALL MAINTAIN THE (TYP.) (TYP.) INTEGRITY OF THE FIRE RATING. 6-CONTRACTOR SHALL INSTALL THESE ASSEMBLIES IN FINISH FLOOR WOOD BASE (TYP.) WOOD BASE (TYP.) ACCORDANCE WITH THE GYPSUM ASSOCIATION, AND PROVIDE FOR A LATERAL LIVE LOAD OF 5 LB. PER :... . FINISH FLOOR GONG. SLAB. FINISH FLOOR GONG. SLAB, SQUARE FOOT AND DEFLECTION OF L/40: ' : ; 4E� CORNER DETAIL 1- PROVIDE FIRE STOPS IN ALL PARTITIONS AS REQUIRED PER LOCAL CODES. PARTITION CONNECTION DETAILS CABINET / PARTITION REINF. DTL. TYPICAL INTERIOR PARTITION TYPICAL PARTITION @ BATHROOM SCALE: N.T.S. SCALE: 3/4"- 1'-0° SCALE: 374"- 1'-0" SCALE: 3/4"- 1'-0" I� ARCHWECTUR-E PLANN�� LLC. AA26001717 AU017144 6356 MANOR LANE SUITE 105 SOUTH MIAMI, FL. 33143 T: 786.253.5530 E: JUAN@CASTILLO AR-CHITECTUR-E.NET SEAL: JUAN A. CASTILLO REVISIONS: DATE 06.20.2018 SCALE: AS SHOWN DRAWN BY: CHECKED BY: JOB NUMBER- 18-254 A-6. 1 5TRUCTURAL NOTE5. COORDINATION: -COORDINATE ALL DIMENSIONS, ELEVATIONS 4 OPENINGS WITH ARCHITECTURAL DRAWINGS. H REPORT ANY DISCREPANCIES TO OUR OFFICE. -CONTRACTOR MUST VERIFY THE ACCURACY OF ALL EXISTING CONDITIONS WHICH MAY z IMPACT THE AMOUNT AND SEQUENCE OF THE WORK. u -NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS. ¢ EXISTING CONDITIONS: m -EXTREME CARE MUST BE USED DURING ALL NEW EXCAVATION, FOUNDATION AND DEMOLITION V WORK SO AS NOT TO UNDERMINE ANY OF THE EXISTING FOUNDATION THAT MUST REMAIN. Z -ALL REQUIRED STRUCTURAL DEMOLITION OF UPPER LEVELS MUST BE COMPLETED PRIOR TO PERFORMING ANY NEW F UNDATION WORK, FOUNDATIONS: T z -FOUNDATION HAVE BE IGNED TO BEAR OF ON SOIL CAPABLE OF SUPPORTING A MINIMUM SSU O 20 0 SF AS THE OT CHNIGA BEARINGPRE RE 0 PER E GE E L REPORT PREPARED Y YNAT GH Cl P EP RED B D E ENGINEERING CO TIT 501 REPORT 6485 SW 83 ST AT JU Y 2 I EER RP �L REP R DATED L 6 01. N BUILDING PAD PREPARATION: c� O -TREES, BRUSH, ROOTS, TOPSOIL, RUBBLE, ORGANICALLY CONTAMINATED OR OTHERWISE OBJECTIONABLE MATERIALS ENCOUNTERED ARE TO BE REMOVED FROM STRUCTURAL AREAS OF Q THE SITE. FOR A MINIMUM DISTANCE OF FIVE FEET OUTSIDE STRUCTURE PERIPHERY. -EXISTING GROUND BENEATH STRUCTURE FOUNDATION SHALL PROOF ROLLED. AREAS EXHIBITING z INSTABILITY ARE TO BE UNDERCUT AND BACKFIELD AND COMPACTED. -THE PROPOSED ENGINEERED FILL MATERIALS ARE TO BE PLACED IN LIFTS NOT EXCEEDING 0 EIGHT (0) INCHES, LOOSE MEASURED THICKNESS IN UNCONFINED LIFTS OR 6" IN CONFINED AREAS. EACH LIFT IS TO BE COMPACTED AS FOLLOWS: = I.- SLAB ON GRADE: MINIMUM OF S5% MAXIMUM DENSITY BY ASTM D1551. 2.- FOOTING BEARING: MINIMUM OF S5% MAXIMUM DENSITY BY ASTM D155I. �- TERMITE PROTECTION STATEMENT: =' -TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICEDES, INCLUDING SOIL ZO APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW m CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED p A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE O AND CONSUMER SERVICES" IN COMPLIANCE WITH FBC 2011 R318. Z ELEVATIONS: p -ALL ELEVATIONS SHOWN ARE IN FEET AND INCHES, AND ARE REFERENCES FROM SEA LEVEL U DATUM OF IS25 (N.G.V.D.). CONCRETE: -COMPRESSIVE STRENGTH AT 28 DAYS: U SLAB ON FILL: 3000 PSI ALL OTHER POURED -IN -PLACE CONCRETE: 3000 PSI -COVER: CONCRETE DEPOSITED AGAINST THE GROUND: 3' FORMED CONCRETE IN CONTACT WITH THE GROUND: 2' O BEAMS AND COLUMNS: 1-1/2' w INTERIOR SLABS: 3/4' EXTERIOR SLABS- 1-1/2' POST -TENSIONED SLABS: 1" -MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY CONCRETE WORK. w -NO ADMIXTURE SHALL BE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. ~ -FORMWORK SHALL COMPLY WITH "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" (ACI 341R). U -THE OWNER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY APPROVED BY THE Q ENGINEER TO PERFORM CONCRETE CYLINDER TESTS AS FOLLOWS: FOUR CYLINDER TESTS FOR ANY 50 CUBIC YARDS OF CONCRETE POURED, OR THREE CYLINDER TESTS PER ANY DAY'S POUR LESS THAN 50 CUBIC YARDS. m _ Ca TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE SHALL COMPLY WITH ACI 301. c� NO PIPES OR CONDUITS EXCEEDING 1/3 THE SLAB5LAB THICKNESS IN OUTSIDE DIAMETER SHAL L BE IN THE STRUCTURAL CONCRETE FLOOR OR ROOF WITHOUT WRITTEN APPROVAL FROM THE w ENGINEER. WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHALL BE PLACED NO CLOSER THAN THREE DIAMETER O/C AND SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE. JUNCTION BOXES MAY BE PLACED IN STRUCTURAL CONCRETE SLABS BUT SHALL NOT ¢ EXCEED 4 1/2" X 4 1/2" X 3 1/2" IN DEPTH, AND SHALL BE SEPARATED FROM OTHER JUNCTION BOXES Z BY NOT LESS THAN 0'. U -ALL BEAMS, SPANDREL BEAMS 4 FLOOR SLABS, SHALL BE PLACED MONOLITHICALLY AND THE FLOOR SLAB FINISHED AS REQUIRED ON THE SPECIFICATIONS. Q -REMOVE ALL DEBRIS FROM FORMS BEFORE POURING. 0 -CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL SO AS TO CAUSE SEGREGATION ¢ OF AGGREGATES. USE HOPPERS, CHUTES OR TRUNKS OF VARYING LENGTHS SO THAT THE FREE w UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET, AND A SUFFICIENT NUMBER SHALL BE O USED TO ENSURE THE CONCRETE IS BEING KEPT LEVEL AT ALL TIMES. �: SLAB ON FILL: (PLACED ACCORDING TO ACI 302) Lu -JOINTS: O ISOLATION JOINTS MUST BE USED AT JUNCTIONS WITH WALLS AND COLUMNS, USE 1/2' THICK PREMOLDED JOINTS FULL DEPTH OF SLAB. CONTROL JOINTS PLACED AT CENTERLINE OF COLUMN LINES PROVIDE INTERMEDIATE JOINTS IF COLUMN SPACING IS GREATER THAN 30'. IN SIDEWALKS PROVIDE TOOLED JOINTS SPACED AT a INTERVALS EQUAL TO THE WIDTH OF THE SLAB. 4" 4 5" SLABS: 1" DEEP TOOLED i-- JOINTS MUST BE SAWED BEFORE 24 HOURS AFTER CONCRETING. Lu CONSTRUCTION JOINTS MUST BE PLACED IN THE SLAB WHERE BUILDING EXPANSION JOINTS ARE ¢ SHOWN AND WHERE CONTROL JOINTS ARE SHOWN OR PROVIDE JOINTS @ 25 FT MAX. SPACING TO - LIMIT POUR AREAS TO 625 SQ FT. w WHEN CONCRETING AND OPERATING ARE CONCLUDED FOR THE DAY, CONSTRUCTION JOINTS SHALL O BE FORMED WITH BURKE KEYED KOLD METAL JOINT FORM OR APPROVED EQUAL. -VAPOR BARRIERS: w WATERPROOF MEMBRANES (OVERLAPPED (c' AT JOINTS) WITH A PERMEANCE OF LESS THAN 0.3% PERMS IN ACCORDANCE WITH A.S.T.M. E-SS SHALL BE PROVIDED UNDER INTERIOR SLAB. WHERE w NO VAPOR BARRIER IS USED THE SUBGRADE MUST BE DAMPENED WITH WATER IN ADVANCE OF 00 CONCRETING, NO FREE WATER STANDING ON THE SUBGRADE NOR ANY MUDDY OR SOFT SPOT IS PERMITTED. O -ANY STRUCTURAL MEMBER PENETRATING SLAB ON FILL IS TO BE 1/2' PRE -MOLDED JOINT FILLER c COMPLYING WITH A.S.T.M. D-1152, TYPE 1. -FINISHING: NO PREMATURE FINISHING SHALL BE ALLOWED. IMMEDIATELY FOLLOWING FLOATING TROWELING Z WITH STEEL TROWELS SHOULD BE COMMENCED IF REQUIRED BROOMING SHALL BE AFTER THE STEEL TROWELING OPERATION. d -SLAB FINISHES: (UNLESS OTHERWISE NOTED BY THE ARCHITECT) �m BUILDING: STEEL TROWELED OUTSIDE SLAB: GROOMED U H REINFORCING STEEL: -REINFORCING BARS CONFORMING TO A.S.T.M. A-615 GRADE 60, INCLUDING COLUMN AND BEAM TIES. v w -WELDED FIRE FABRIC CONFORMING TO A.S.T.M. A-105 AND SUPPORTED ON SLAB BOLSTERS Z C7 SPACED AT 3'-0' O/C, z z -FABRICATION AND DETAILING ACCORDING TO a -ALL ACCESSORIES TO HAVE UPTURNED LEGS AND PLASTIC DIPPED AFTER FABRICATION. -ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE DURING CONCRETE POURING. Q z n IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT .� FOR BARS. ce w STRUCTURAL STEEL: C) -ALL STRUCTURAL STEEL PLATES, ANGLES, M, S, C MC SHAPES SHALL CONFORM TO A.S.T.M. A-36. w p -ALL STRUCTURAL STEEL W AND WT SHAPES SHALL CONFORM TO ASTM AS52 (50,000 PSI). ~ Z -ALL STRUCTURAL STEEL WELDING SHALL BE PERFORMED WITH A.W.S. D.I.I. U -ALL ANCHOR BOLTS SHALL CONFORM TO A.S.T.M, A-301. Q v -ALL BOLTS SHALL CONFORM TO A.S.T.M. A-325. O -ALL PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-500, GRADE C (Fy = 46 KSI). D -ALL SQUARE/RECTANGULAR COLUMNS SHALL CONFORM TO A.S.T.M. A-500, GRADE C (Fy = 46 KSI). -PROVIDE ONE SHOP COAT OF RUST INHIBITING PAINT MIN. 3 ML. DRY FILM THICKNESS. U � FABRICATIONS AND ERECTIONS SHALL BE DONE IN ACCORDANCE WITH THE LATEST 0 ) U A.I.S.C. SPECIFICATIONS. o WELDING -ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY v U A.W.S. BY CERTIFIED WELDERS. ¢ -CONTRACTORS TO USE E-10 SERIES LOW HYDROGEN ELECTRODES. O TIMBER: ALL JOISTS AND RAFTERS SHALL HAVE A MIN. STRESS GRADE OF Fb = 1200 PSI, E=1,100,000 PSI (SOUTHERN YELLOW PINE Not DENSE). -TRUSS MANUFACTURER TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL INDICATING ALL REACTIONS TO THE SUPPORTING STRUCTURE. • PRE -FABRICATED WOOD TRUSSES -SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE (T.P.I.) LATEST EDITION. T USS S TO BE ERECTED FOLLOWIN G THE GUIDELINES OF THE T.P.I. PUBLICATION BWT-16. SUBMIT LAYOUT PLAN AND INDIVIDUAL DRAWINGS FOR EACH DIFFERENT TRUSS, SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER, FOR APPROVAL BY STRUCTURAL ENGINEER PRIOR TO FABRICATION. -GENERAL CONTRACTOR TO PROVIDE PERMANENT LATERAL BRACING OF THE BOTTOM CHORD AND - THE WEB MEMBERS IN ACCORDANCE WITH RECOMMENDATIONS OF T.P.I. 5WT-I6 AND THE REQUIREMENTS OF THE INDIVIDUAL TRUSS DESIGNS. SUBMIT PERMANENT BRACING PLAN FOR APPROVAL BY ENGINEER PRIOR TO ERECTION. GIRDER TRUSSES TO BE BOLTED. TOGETHER WITH 1/2" DIA, BOLTS AT 24' C/C AT TOP CHORD, BOTTOM CHORD, AND WEB MEMBERS. -CONTRACTOR TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS BY A DELEGATED SPECIALTY ENGINEER FOR ALL TRUSS TO TRUSS CONNECTIONS TRUSS MANUFACTURER TO VERIFY UPLIFT'AND GRAVITY TRUSS REACTIONS SHOWN ON FRAMING PLAN S. -ALL TRUSSES AND/OR JOIST SHALL BE SECURED TO THE BEARING PARTITIONS OR THE BEAMS WITH HURRICANE STRAPS AS INDICATED ON PLANS. STAGGER TRUSSES AS REQUIRED TO ACHIEVE PROPER BEARING (4" MIN.). -PROVIDE AN 18 GAGE METAL STRAP TO TIE DOWN ALL THE "PIGGY BACK" TRUSSES TO THE MAIN CI 1'-4" • • • 04 i ..° ••••. CO 0 1 � T. GO 2 T, � � S _8 3 4 HI TLIRF a- ARC C PLANLLC. X EACH WAY, d • ° ^.. TRUSSES ALL THE BEARING POINTS. NOTE . 1. CONTRACTOR TO PROVIDE'05 CORNER'BARS LAPPED MIN, 30 ° ° pd 4v C'♦;AA26001717 -TRUSSES SHALL BE DESIGNED FOR AN ADDITIONAL 200 LBS LOAD AT ANY BOTTOM CHORD PANEL FOR EACH BAR IN FOOTING. vY.. AROO17144 POINT. AT -TRUSS SPECIALTY ENGINEER MAY OVERSTRESS WOOD FOR WIND DESIGN, NO OVERSTRESS PERMITTED IN METAL PLATES. MASONRY WALLS: -BEARING MASONRY SHOWN THUS IN PLAN SHALL BE ERECTED PRIOR TO THE STRUCTURE ABOVE HAS BEEN POUR D. -NON-BEARING MASONRY SHOWN THUS IN PLAN SHALL BE ERECTED AFTER THE STRUCTURE ABOVE HAS BEEN POURED. -MORTAR CONFORMING TO A.S.T.M. C-210 TYPE "M" (2500 PSI). -PROVIDE S GAGE LADDER TYPE HORIZONTAL REINFORCEMENT AT 16" O/C (FOR REINFORCED WALLS). -PROVIDE S GAGE TRUSS TYPE HORIZONTAL REINFORCEMENT AT 16' O/G (FOR NON -REINFORCED WALLS) -WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO CELLS AT THE SETTING LOCATION SHALL BE FILLED WITH CONCRETE. -GROUT FOR MASONRY UNITS SHALL CONFORM TO ASTM C416 -PRISM STRENGTH OF MASONRY UNITS SHALL BE A MINIMUM OF f'm = 1500 PSL (f'c =- IIJOO'PSU -MAXIMUM POUR LIFTS FOR MASONRY UNITS AND GROUT POUR HEIGHTS SHALL BE 4'-0". -GROUT FOR FILLED CELLS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3000 PSI WITH A SLP UM OF S° TO 1111 FOOTING SCHEDULE MARK SIZE W x' L X ID REINFORCEMENT REMARKS LONG. TRANS. MWF-16 I(o'xC0NT.x16'` 2 #5 _ 'MWF-24 ` 24'xCONT.x16 3 #5- 4 e24 MWF-20 ` 28"xCONT.x16 " 4 #5 #4 ia24°., MCF-30 3'-0 x3 -0 xl2 4 #5 4 #5 CF-4051= 4'-0"x4'-0"x24" 5 06 5 #(0 TOP 4 BOTTOM CF-505P 5 -0 x5 -0 x24 6 #6 6 #6 TOP 4 BOTTOM CF-46 4'-6"x4'-6"x2" 6 #5 6 #5 CF-C 0 6'-O"x6'-O"x12" 1 #5 1.#5 COLUMN SCHEDUL' l MARK 81ZE REINFORCEMENT' REMARKS VERTICALS OR BASE iE TIES OR CAP R OI 8" x 12' 4 #5 8" O 8A x 16" 4 '16 a" x 16" x 16" O 8" x 12' x 24" S #5 #3e` 68' _ 16° x 40" 12 #I #36�gX 6 O SEE DETAIL 16 # 6 u3i]0 0" SEE DETAIL 12 *16 ® Sir x 13" 4 #5 #36e8" ST 4"x4"x5/16" SEE DETAIL 5-1.1 SEE DETAIL 5-1.1 -- . - - NOT CONCRETE BLOCKS SHALL BE G S0 TYPE PLACED. IN A RUNNING BOND PATTERN: E • � _ o ♦ . C T. COL, O �� > ., -IN HIGH -LIFT GROUTING USE A MAX. LIFT OF 4'-0' WITH NOT LESS -THAN 30 MINUTES NOR MORE THAN ONE X DENOTES COLUMN .START X DENOTES END. HOUR BETWEEN LIFTS. VIBRATE EACH LIFT AND RECONSOLIDATE PREVIOUS LIFT AFTER PLACING NEXT LIFT. • - • ZO GROUT: 3000 PSI -USE PRESSURE -TREATED WOOD FOR ALL WOOD IN CONTACT WITH MASONRY. -TEST: DESIGN CRITERIA: U A MIN. OF 5 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YD, OR PORTION (SUPERIMPOSED LOADS) S IN A THEREOF SPECIMENS SHALL BE TESTED ACCORDING TO A..T.M. G-35, ONE AT 3, ONE AT 1, n -LIVE LOAD: 30 PSF (ROOF) O AND 3 AT 20 DAYS, 40 PSF (LIVING AREAS) 100 PSF (STAIRS) -DEAD LOAD: 20 PSF (ROOF) 30 PSF (LIVING AREAS) -WIND LOAD: PER A.S,C.E, 1-10 RISK CATEGORY: a EXPOSURE - 'C' WIND VELOCITY: 115 MPH MEAN ROOF HEIGHT: 22 FT GcPi: 0.15 (ENCLOSED) WATER PROOFING: 0.55 (PARTIALY ENCLOSED) -THESE DRAWINGSDON'T INTEND TO PROVIDE WATE R PROOFING GUIDELINES. G.C. OF, OWNER SHOULD HIRE A WATER PROOFING CONSULTANT TO PROVIDE SUITABLE WATER PROOFING DETAILS. -IF IREBAR OR ROOF DECK ANCHORS PENETRATE THE EXISTING WATER PROOFING MEMBRANE CONSULTANT SHOULD COVER THE REPAIR OF THOSE CONDITIONS IN HIS RECOMMENDATIONS. -WATER PROOFING CONSULTANT OR POOL CONTRACTOR TO COVER WATER PROOFING DETAILS FOR THE POOL. OWNER- ARCHITECT, AND CONTRACTOR NOTE E -CHECK FOR SHOP DRAWINGS AND INSPECTIONS OFREINFORCEMENT IN THE FIELD IS REQUIRED IF THIS OFFICE IS TO BE RESPONSIBLE FOR THE 5TRUCTURAL AD EQUACY QUACY OF THE CONST UCT ED BUILDING. V#3 HAIRPIN COL'.... D E T. ° Q ram' O U Q Qut w ON Ln Q Ur l N X y ,ccvV • O SHORING, RE -SNORING, AND TEMPORARY BRACING: PRO° ALL SHORING, RE SHO ING AND TEMPORARY BRACING REQUIRED IN THIS PROJECTIS TO BE GREATER OF 0.5 L I CLASS "B' LAP SPLICE . . • . SIGN Y FLORIDA OF SSIONA N IN WHO SPECIALIZES X X'' D ED BPR E L GIN' FORM WO K/T M O EENGINEERR R E P RARY w OR 0.3 L2 B ..BARS LENGTH L/3 T BARS RUN CONTINUOUS OR LAP AS Q BRACING DESIGN. AND WHO HAS BEEN HIRED BY THE GENERAL CONTRACTOR. THE GENERAL 0, Q . AT; MID SPAN. N RE D CONTRACTOR IS THE ULTIMATE RESPONSIBLE PARTY FOR SNORING, RE -SHORING AND TEMPORARYX TX BARS T BARS CLASS X BLA SPLICE. (/] BRACING REQUIRED ON THIS PROJECT AND MUST SATISFY HIMSELF WITH THE ADEQUACY OF THE INSTALLATION OF THESE ITEMS AT ALL TIMES. IN THE SPECIFIC CASE OF POURED BLABS IT IS HIGHLY I 30 BAR 0.3 L 0.3 L 21_211 0.3 L RECOMMENDED THAT THE GENERAL CONTRACTOR SECURE FROM THE SHORING DESIGNER A DfA. (TYPJ "E" BARS `r #3 HAIRPIN CERTIFICATION OF THE INSTALLED SHORING PRIOR TO THE PLACEMENT OF CONCRETE. " a8 0/G SAFETY OSHA AND LABOR LAWS. ^ - • . •o :, h -THE STRUCTURE IS ESIGNED TO BESELF-SUPO TIN ANDTA BLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION C1] PROCEDURE AND SEQUENCE AND INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, TMPORARY _.- 10 PE LN BRACING ETC. THAT MAY BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONT ACTO 'S R R X X STD. NOOKS , �' PROPERTY AFTER COMPLETION OF THE PROJECT. 2 2 1 Y F SOUTH (�� A L' A S.. C BARS XC" A S .A,I 14i S �C3f.1 t i�A.l`� S 0O E B R E3 R B R X.. B �' l� 1 Dl N G DEPT. r -THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES, NOR PRESUMES TO POSSES ANY T. � L.(� &0".,KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR " MID -BARS � u. A BARS\-"A"BARS5 RU TURA6 : ,f ; LAW REQUIREMENTS FOR A CONSTRUCTION PROJECT. SAFETY AND COMPLIANCE WITH OSHA S ACTION �� �k f AND LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND L I L 2 L 3 L 4 �• THOSE CONSULTANTS HE HIRES TO ADDRESS THESE MATTERS. THE STRUCTURAL ENGINEER OF RECORD SPECIALIZES IN STRUCTURAL DESIGN ONLY, AND THE BOARD OF PROFESSIONAL fly STIRRUPS GROUT REGULATION FORBIDS HIM FROM ASSUMING RESPONSIBILITY OUTSIDE HIS AREA OF EXPERTISE. NOTE EMBED 12 BAR DIAM. ' J F 'LED p� y� APPLICABLE CODES: 1, " IS'TH ONG OF ADJACENT S AN. 6: TOP AN BOTTOM REINFORCEMENT`SHALL BE CONTINUOUS FOR ALL TIE BEAMS. `°°""""'""" --..�» L E J- ERP D B..1 ALEJANDRO SALAS, P.E. IN MY PROFESSIONAL JUDGEMENT AND THE BEST OF MY KNOWLEDGE AND BELIEF, 2. 8X' WIDE... BEAMS TAKE A MAXIMUM OF 2 BARS PER LATER. I: AS PER AGI 318 02, SECTION,L13.2.2 IN EXTERIOR PERIMETER BEAMS PROVIDE THESE PLANS AND SPEGIFIGATIONS COMPLY WITH THE FLORIDA BUILDING CODE. STRUC ,W�4'tV ERING ADDITIONAL M.: THE<5 S' QUA TO AT AST 25ro OF I "5 s j 3. STIRRUPS TO BE CLOSED TYPE': WITH 135 -:HOOK. D L SOTTO REINFORCEMENT OVER SUPPORTS EQUAL LE /� i -ALTHOUGH THE ENGINEER OF RECORD HAS STRIVED TO MEET ALL APPLICABLE CODES AND �i0 1 .. 9.. _ F A " OUT 'F MI S AN O r THE LARGER IOTA BOTTOMREINFORCEMENT A EA G LLED O O THE D P 9 E L R ER L B R R . r 4: M} A S'TO #5 _ 10 F. WHENEVER V AM ` DEPTH REQUIREMENTS, D B R BE E E E ER BE DEPi LOCAL ORDINANCE REQU EM N S THE lS STl S ONSI FO COMPLYING AM '� �- LR E E STILL REP BLE R PLYING o � �. ?l�C �O A I ADDITION, " AST 20 OF 'TH TOREINFORCEMENT, UT N0 '':THAN.. _ ADJACENT. 5EAM5 . ND NAT LE E PB 9 ISLARGER2 0: ITH A A ICAs7�6 35�-454 tS� W ALL APPLICABLE CODES AND ORDINANCES S IN THE EVENT OF CONFLICT TH P RD E E E E O LIC OR OVERSIGHT( ) $ V A SUPPORTS _7 I A ITIONA LESS THAN TWO BARS, SHALL BE CONTINUOUS OVER ALL UPPOR H S DD L ,. IN THESE DRAWINGS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER 5. CONTRACTOR TO PROVIDE 2 #5 CORNER BARS LAPPED 1L. ails y OF ANY CONFLICT O ISC ANCY MIN, 30" EACH WAY: REINFORCEMENT IS TO BE SPLICED WITH A TENSION CLASS B SPLICE BEGINNING AT THE _ SP& ;C c L R D REP ENCOUNTERED SO THAT APPROPRIATE REMEDIES MAY BE : UNDERTAKEN. FACE OF,THE SUPPORT, I L= -THE APPLICABLE GODES ARE: -�• N.T.S. :. FLORIDA BUILDING CODE, LATEST EDITION. (2011) I �F I CAL BEAM BARFL AC I I G3 DIAGRAM o p A.C.I. 31E BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. r�%T N.T.S. , F M r A.C.I. 530BUILDING CO QU NTS FO MASONRY ST U NATIONAL DEEN SPECIIFI REQUIREMENTS WOOD CONSTRUCTION. (2012REDITION 4 2013 ADDENDUM WITH G BARS FOR 12 OR ��Sl WIDER BEAMS: ALEMN REVISED DESIGN VALUES) " BEAM SCHEDUL TOP\, SIZE (INCHES) BOTTOM. REINF. TOP REINFORCING STIRRUPS MA R< '. FLEX . D Y A A BARS 1 1 B BARS_ A C 1 C BARS ' t ' T BARS . U N BARS` SIZE No. 4 SPA�CINCx EACH END MA S 55-1 VARIES S" 16" 2 #5 2 #5 # 3 4e12" BAL 040" SEE DETAIL S-1.0 55-2 VARIES 12" 16" 2 #5 2 #5 # 3 4012" BAL S40" SEE DETAIL 5-LO 5-1 + 12'-0" 12" 24" 2 #6 2 #6 # 3 �10" 5-2 5-3 8" 5. 36" 30 2 #5 2 #5 2 #5 2 #5 # ;3 #'3 �10" e10" 5-4 + 14'-0 8" 56" 2 #8 2 116 2 #1 I # -3 010" , 2ND LAYER 5=5 + 12'-0" all Call 20' 2 #i 2 #5 # 3 ^aI, R5-1 + 12'-0" 12° 2 #6 2 #6 # 3 �W5" RB-2 + 12'- 0" all 12X 2 #5 _2 #5 ` # 3 USX R5-3 + 12'-0" all 12" 2 *5 2 #5 # 3 e5" RB 4 14 all 48 4 5 4 #5 ! 12 P.E. A.LS.C. MANUAL, 13th. EDITION. � I I �-/ , . X 0 OP B R "C" . FLORIDA REG. N 7489 l P.C.I. DESIGN HANDBOOK ` w E BARS (FOR S' BMSJ SHOP DRAWING SUBMITTALS: ° d . '+ 4 "MID" BARS (SEE NOTE 4) _ SUBMIT FIVE PRINTS OF ALL SHOP DRAWINGS LISTED BELOW. IF SIGNED AND ° -_d SEALED SHOP DRAWINGS ARE REQUIRED THEN SUBMIT TWO ADDITIONAL SIGNED AND SEALED ° a 'MID' • REVISIONS. PRINTS FOR APPROVAL. (4)#5 (T) _ BARS (SEE NOTE 4L l #5 S -sNOP DRAWINGS. p °.. ° pa ... C� 4 ;..', p. .d 1 B.D.C. - - 111618 REINFORCING STEEL. •° ° ce `' BOTTOM BARS GROUT STRUCTURAL STEEL. ,. ..g : ° ..FILLED � PRECAST/PRESTRESSED CONCRETE. p.a, .. . , _ X.. NOTE . QUANTITY OF MID BARS VARIES W/ BEAMS DEPTH. CELLS .pd CONCRETE MIX DESIGN. SEE BEAMS SEE NOTE-4 ON BAR PLACING DIAGRAM , I #5 s ROOF TRUSSES d p. :. #5 INT. BARS ELECTRICAL CONDUITS p p TYPICAL 5AR PLACEMENT- DETAIL -WHERE REINFORCING STEEL CONGESTION PERMITS CONDUIT AND PIPES UP TO I DIAMETER MAY E O !0:.,. a < - N.T.S. < ' WA EINF. IN CONC T31a,p EMBEDDED RE E PER AGI SECTION 6:3: SPACE AT 3 DIAMETERS O.G. PLACE BETWEEN �r - W/ STD: HK., OUTER LAYERS OF REINFORCING IF CONDUITS ARE SIGNIFICANTLY CONGESTED 'ADDITIONAL °G WALL REINF. R OUT ° WALL: REINF,' ° (SEE PLAN) PERPENDICULARTO I MA REINFORCING P P NG Y BE REQUIRED. REQUESTS TO EMBED LARGER PIPES Al ° ° ° d : - T W/ S D, HK. FILLED W/ STD: HK. p _ SHOULD BE ACCOMPANIED BY A DETAILED DESCRIPTION AND BE SUBMITTED TO THE ARCHITECT . . • . . d < :' . ,' , p - :SEE PLAN) CELLS ^. (SEE PLAN) e - DATE: 07.21.2018 FOREVALUATION. .. - :: ° .. d •, ° .. GROUT I #5 r SCALE: AS SHOWN C.M.U. U1,4 LINTEL �JCi-i WALL L EL ED L a. FILLED _ #3c� l6"OlG DRAWN BY: Z.G ° d pd CELLS d < a < 3 C 16 O/c < CHECKED BY: A.S. PRECAST LINTEL. '. 0- JOB NUMBER: 18-254 , A T I T O IN! IN MAS N A A PROVIDE PREC S , L N ELS OVER PEN .�S O RY W LLS CCORDING TO THE p.. . d ° _ ,< I , ° # I 1 ,. 1 # FOLLOWING SCHEDULE. °.. .° d ° p',d NOTE: • • • •: ° • ° '.. b S-PRESTRESSED U-LINTEL � S" PRESTRESSED U-LINTEL m 8° PRESTRESSED U-LINTEL L- PRECAST LINTELS TO BE SET IN CEMENT GROUT. "CAST-CRETE" ° ° ° ° °• '•° " a II'`-4 (200") AS MFRBY CAST -CRETE 12'-0' (144") AS MFRIBY CAST-CRETE 11'-4' (205") AS MFR BY CAST-CRETE sm i O 2.- ALL LINTELS BY OR EQUAL APPROVED. 2'_g° � - �CL = (NOS. 11 0821.15) �� - (NOA 11 0021.15) �� _ �- _ "(NOA 11 0021.IS)- ■ 3.- CAST -CRETE LINTELS APPROVED UNDER N.O.A. - 11-0521.18 4 11-0521.15. 4. ALL BOTTOM REINFORCEMENTS SHALL EXTEND a' INTO SUPPORT. ALL TOP REINFORCEMENTS SHALL BE (4)#5 (T) CONTINUOUS w/ 42' LAPS. �R -.4 DP T R� - C (2, I N`' I j � -r j� A II01, 5. ARCHITECT TO REVIEW AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTHS. (o. PROVIDE (2)15x60" CORNER BARS 30' EACH WAY e ALL CORNERS. - STfi�UGTURAL NOTES• COORDINATION: PRE -FABRICATED WOOD TRUSSES: -COORDINATE ALL DIMENSIONS, ELEVATIONS 4 OPENINGS WITH ARCHITECTURAL DRAWINGS. _SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE (T.P.IJ, U REPORT ANY DISCREPANCIES TO OUR OFFICE. LATEST EDITION. TRUSSES TO BE ERECTED FOLLOWING THE GUIDELINES OF THE T.P.I. PUBLICATION -CONTRACTOR MUST VERIFY THE ACCURACY OF ALL EXISTING CONDITIONS WHICH MAY 5WT-76. SUBMIT LAYOUT PLAN AND INDIVIDUAL DRAWINGS FOR EACH DIFFERENT TRUSS, SIGNED AND IMPACT THE AMOUNT AND SEQUENCE OF THE WORK. SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER, FOR APPROVAL BY STRUCTURAL u -NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS ENGINEER PRIOR TO FABRICATION. ¢ EXISTING CONDITIONS: -GENERAL CONTRACTOR TO PROVIDE PERMANENT LATERAL BRACING OF THE BOTTOM CHORD AND � - -EXTREME CAR MUST RE E US BE USED DURING .ALL NEW EXCAVATION, FOUNDATION AND. DEMOLITION THE W MEMBERS N AWEB E BERSI ACCORDANCE WITH RD E RECOMM N ATIDNS OF T.F.I.t E D PBWT 76 AN THE REQUIREMENTS D ERE REME 5 V WORK 50 AS NOT TO UNDERMINE ANY OF THE EXISTING FOUNDATION THAT MUST REMAIN, OF THE INDIVIDUAL TRUSS DESIGNS. SUBMIT PERMANENT BRACING PLAN FOR APPROVAL BY ENGINEER Z ' -ALL REQUIRED STRUCTURAL DEMOLITION OF UPPER LEVELS MUST BE COMPLETED PRIOR PRIOR TO ERECTION. GIRDER TRU55ES TO BE BOLTED TOGETHER WITH I/2" DIA. BOLTS AT 24" C/C AT TO PERFORMING ANY NEW FOUNDATION WORK. TOP CHORD, BOTTOM CHORD, AND WEB MEMBERS, FOUNDATIONS: -CONTRACTOR TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS BY A DELEGATED SPECIALTY Z -FOUNDATION HAVE BEEN DESIGNED TO BEAR OF ON SOIL CAPABLE OF SUPPORTING A MINIMUM ENGINEER FOR ALL TRU55 TO TRU55 CONNECTIONS. TRUSS MANUFACTURER TO VERIFY UPLIFT AND ' '-' BEARING .PRESSURE OF 3000 PSF AS PER THE GEOTECHNICAL REPORT PREPARED BY DYNATECH GRAVITYTRU55 REACTIONS SHOWN ON FRAMING PLANS. Ca Ld ENGINEERING CORP., TITLED 501L REPORT 6485 SW 03 5T, DATED JULY 6, 2011. -ALL TRU55ES AND/OR JOIST SHALL BE SECURED TO THE BEARING PARTITIONS OR THE BEAMS WITH N HURRICANE STRAPS AS INDICATED ON PLANS STAGGER T BUSSES AS REQUIRED TOACHIEVE O E E PROPER BUILDIhks PAD PREPARATION: BEARING (4' MIN.): O -TREES, BRUSH, ROOTS, TOPSOIL, RUBBLE, ORGANICALLY CONTAMINATED OR OTHERWISE -PROVIDE AN 18 GAGE METAL STRAP TO TIE DOWN ALL THE "PIGGY BACK" TRUSSES TO THE MAIN FOOTING SCHEDUL MARK SIZE lU x L x D REINFORCEMENT REMARKS LONG. TRANS. MWF-Iro I6"xCONT.x16" 2 05 - MWF-24 24 xCONT.xl6 3 #5 #4 Q2411 I`1WF-28 28"xCONT.xl6" 4 'e, #4 624" h11CF-30 3'-0"x3'-DI'x12" 4 #5 4 05 CF-405P 4 -0 x4 -0 x24 5 #6 5 #6 TOP 4 BOTTOM GF-505f= 5'-0'x5'-0"x24" G #6 6 #6 TOP 4 BOTTOM CF-46 II " II 4 -6 x4 -6 xl2 # _ 6 5 6 #5 CF-60 6'-0"x,-o'-0"x12'l 1 #ro 7 #5 OBJECTIONABLE MATERIALS ENCOUNTERED ARE TO BE REMOVED FROM STRUCTURAL. AREAS OF TRUSSES AT ALL THE BEARING POINTS. NOTE : 1, CONTRACTOR TO PROVIDE 15 CORNER BARS LAPPED MIN. 30" EACH WAY, ¢ THE SITE. FOR A MINIMUM DISTANCE OF FIVE FEET OUTSIDE STRUCTURE PERIPHERY. -TRUSSES SHALL BE DESIGNED FOR AN ADDITIONAL 200 L55 LOAD AT ANY BOTTOM CHORD PANEL FOR EACH BAR IN FOOTING, "' -EXISTING GROUND BENEATH STRUCTURE FOUNDATION SHALL PROOF ROLLED AREAS EXHIBITING POINT, Z INSTABILITY ARE TO BE UNDERCUT AND BACKFIELD AND COMPACTED. -TRUSS SPECIALTY ENGINEER MAY OVERSTRESS WOOD FOR WIND DESIGN, NO OVERSTRESS PERMITTED IN METAL PLATES. -THE PROPOSED ENGINEERED FILL MATERIALS ARE TO BE PLACED IN LIFTS NOT EXCEEDING MASONRY WALLS: EIGHT (5) INCHES, LOOSE MEASURED THICKNESS 1N UNCONFINED LIFTS OR 6" IN CONFINED AREAS. EACH LIFT 15 TO BE COMPACTED AS FOLLOWS: -BEARING MASONRY SHOWN THUS IN PLAN SHALL BE ERECTED PRIOR TO THE cm 1.- SLAB ON GRADE: MINIMUM OF 95io MAXIMUM DENSITY BY ASTM D1�57, STRUCTURE ABOVE HAS BEEN POU D. 0 2.- FOOTING BEARING: MINIMUM OF 95`% MAXIMUM DENSITY BY ASTM D1557. -NON-BEARING= MASONRY SHOWN THUS IN PLAN SHALL BE ERECTED AFTER THE �- TERMITE PROTECTION STATEMENT: STRUCTURE ABOVE HAS BEEN POURED. "-' -TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICEDES, INCLUDING SOIL -MORTAR CONFORMING TO A.S.T,I" f, C-210 TYPE "M" (2500 PSI). ZO APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED -PROVIDE 9 GAGE LADDER TYPE HORIZONTAL REINFORCEMENT AT 16" O/C (FOR REINFORCED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW WALLS), m CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, -PROVIDE 9 GAGE TRU55 TYPE HORIZONTAL REINFORCEMENT AT 16" 0/0 (FOR NON -REINFORCED A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED WALLS) PEST CONTROL COMPANY THAT.CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED -WHENEVER BOLTS ARE TO BE SET IN MASONRY. TWO CELLS AT THE SETTING LOCATION A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN SHALL BE S MALL BE FILLED WITH CONCRETE. ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE O AND CONSUMER SERVICES" IN COMPLIANCE WITH FBG 2011 R18. -GROUT FOR MASONRY UNITS SHALL CONFORM TO A5TM C476 Z ELEVATIONS: -PRISM STRENGTH OF MASONRY UNITS SHALL BE A MINIMUM OF F'm = 1500 P51, (F'c = 1900 P51) O -ALL ELEVATIONS SHOWN ARE IN FEET AND INCHES, AND ARE REFERENCES FROM SEA LEVEL -MAXIMUM POUR LIFTS FOR MASONRY UNITS AND GROUT POUR HEIGHTS SHALL BE 4'-0' U DATUM OF I929 (N.G.V,D.). -GROUT FOR FILLED CELLS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3000 PSI CONCRETE WITH A SLUMP OF 9" "TO 11" COLUMN SCHEDULE MARK 51ZE REINFORCEMENT REMARKS VERTICALS OR BASE E TIES OR CAP iE Q Il x 12"4 #5 #3� a811 511 x 16" 03f,98" �3 8" x 1(0" x 16" 1 #5 03f 68" ® 8" x 12" x 24" 9 05 1*36a8" �5 16" x 40" 12 07 #3f a8" © SEE DETAIL 16 #6 403-6e811 O SEE DETAIL 12 1*6 #3fjfall ® 8' x 13" 4 #5 #•fioa II S� 4"x4"x5/16" SEE DETAIL 5-I,1 SEE IDETAIL 5-1.1 -COMPRESSIVE STRENGTH AT 28 DAYS: -CONCRETE BLOCKS SHALL BE C-' QO TYPE, PLACED IN A RUNNING BOND PATTERN. NOTE p SLAB ON FILL: 3000 P51 -IN HIGH -LIFT GROUTING USE A MAX. LIFT OF 4'-0" WITH NOT LESS THAN 30 MINUTES NOR MORE THAN ONE X DENOTES COLUMN START X DENOTES COLUMN END U ALL OTHER -POURED -IN -PLACE CONCRETE:DOUR BETWEEN LIFTS, VIBRATE EACH LIFT AND RECONSOLIDATE PREVIOUS LIFT AFTER PLACING NEXT LIFT. - 3000 PSI 5 4- 0 F�HORNCs GROUT: 3000 P51 -U E PRESSURE -TREATED WOOD FOR ALL WOOD IN CONTACT WITH-1A5ONRY. -TEST: DESIGN CRITERIA: A MIN. OF,S CONCRETE SPECIMENS SHALL BE TAIGEN FROM EACH 50 CU. YD. OR PORTION (SUPERIMPOSED LOADS) p THEREOF SPECIMENS SHALL BE TESTED ACCORDING TO A,5.TJ"I.'G-39, ONE AT 3, ONE AT 1, -LIVE LOAD: 30 PSF (ROOF) O AND 3 AT 28 DAYS 40 PSF (LIVING AREAS) G Lu -COVER: _ 100 PSF (STAIRS) CONCRETE DEPOSITED AGAINST THE GROUND: 3" -DEAD LOAD: 20 PSF (ROOF) O FORMED CONCRETE IN CONTACT WITH THE GROUND:_2" 30 PSF (LIVING AREAS) u- BEAMS AND COLUMNS: 1-1/2" -WIND LOAD: PER A.S,G.E. 7-10 ui INTERIOR SLABS: 3/411 RISK CATEGORY: IL "' EXTERIOR SLABS: 1-1/2" EXPOSURE - "C° POST -TENSIONED SLABS: 1" WIND VELOCITY: 115 MPH -MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT MEAN ROOF HEIGHT: 22 FT OF ANY CONCRETE WORK. GcPi: 0.18 (ENCLOSED) ADMIXTURE SHALL BE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. WATER PROOFING: 0.55 (PARTIALY ENCLOSED) Lu-NO -FORMWORK SHALL COMPLY WITH 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" (ACI 34471R). -THESE DRAWINGS DON'T INTEND TO PROVIDE WATER PROOFING GUIDELINES. G.C. OR OWNER U -THE OWNER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY APPROVED BY THE SHOULD HIRE A WATER PROOFING CONSULTANT TO PROVIDE SUITABLE WATER PROOFING DETAILS. ¢ ENGINEER TO PERFORM CONCRETECYLINDER TESTS AS FOLLOWS: FOUR CYLINDER TESTS FOR ANY -IF REBAR OR ROOF DECK ANCHORS PENETRATE THE EXISTING WATER PROOFING MEMBRANE Lu 50 CUBIC YARDS OF CONCRETE POURED, OR THREE CYLINDER TE5T5 PER ANY DAYS POUR LESS CONSULTANT SHOULD COVER THE REPAIR OF THOSE CONDITIONS IN HIS RECOMMENDATIONS F= THAN 50 CUBIC YARDS. -WATER PROOFING CONSULTANT OR POOL CONTRACTOR TO COVER WATER PROOFING DETAILS FOR >. THE POOL. C° -TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE SHALL COMPLY WITH ACI 301, OWNER, ARCHITECT, AND CONTRACTOR NOTE: p Lu -NO PIPES OR CONDUITS EXCEEDING 1/3 THE SLAB THICKNESS IN OUTSIDE DIAMETER SHALL BE -CHECK FOR SHOP DRAWINGS AND INSPECTIONS OF REINFORCEMENT IN THE FIELD 15 REQUIRED IF w EMBEDDED IN THE STRUCTURAL CONCRETE FLOOR OR ROOF WITHOUT WRITTEN APPROVAL FROM THE THIS OFFICE 15 TO BE HELD RESPONSIBLE FOR THE 5TRUCTURAL ADEQUACY OF THE CONSTRUCTED M ENGINEER. WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHALL BE PLACED NO CL05ER THAN BUILDING. c THREE DIAMETER O/C AND SHALL BE LOCATED 50 AS NOT TO IMPAIR THE STRENGTH OF THE ° 4 •° •.° e ° .�d e 0) °•°' e COL. (D COL. (Z DET. d ° a .. °A e ' e 4• ° e '44 a ea' e,. e e 4 ° d e 03 HAIRPIN a8`0/C COL, ® DET. ��1'-4` -r •A • . . _ d _ ° • ° ° e e 4 d 2' -0' #3 HAIRPIN 68"0/ COL. (4) DET. 5EAM SCHEDULE TOP SIZE (INCHES) BOTTOM. REINF. TOP REINFORCING STIRRUPS MARK .\, ELEV. D /� '' BEARS 150 5ARS MCI BARS IT' BARS NE1 BARS SIZE NO. 4 SPACING EACH END MARKS BB-1 VARIES 8" 2 #5 2 #5 # 3 4612" BAL a4.8" SEE DETAIL 6-1.0 55-2 VARIES 12" 16" 2 *S 2 #5 # 3 4a12" BAL 648" SEE DETAIL 6-1.0 5-1 + 12'-0" 12° 24" 2 #6 2 #6 # 3 elmll 5-2 + 13'-011 811 36" 2 #5 2 *5 # 3 6jm° B-3 + 13'-0'I 811 36" 2 *5 2 05 # 3 610" 5-4 + 14'-8" all56" 2 #8 2 08 * 2 #7 # 3 ACV 2ND LAYER B-5 + 12'-0° 8ll 20" 2 r 2 *S # 3 a8" RB-I + 12'-0 8 1211 2 #6 2 #6 03 a5l R5-2 + 12'-0' all 12 2 #5 2 #5 # 3 a5" R5-3 + IT-0' 8° 12" 2 #5 2 05 # g atll RB-4 + 14'-8" 10 48" 4 #5 4 #5 # 3 612" - w STRUCTURE. JUNCTION BOXES MAY BE PLACED IN STRUCTURAL CONCRETE SLABS BUT SHALL NOT 1 . m%-SHORIN a. AND TEMPORARY BRACING: -ALL SHORING, RE -SHORING AND TEMPORARY BRACING REQUIRED IN THIS PROJECT 15 TO BE EXCEED 4 I/2" X 4 1/2" X 3 1/2" IN DEPTH, AND SHALL BE SEPARATED FROM OTHER JUNCTION BOXES BY NOT LESS THAN 8". DESIGNED BY FLORIDA PROFESSIONAL ENGINEER WHO SPECIALIZES IN FORM WORK/TEMPORARY _ BRACING DESIGN. AND WHO HAS BEEN FARED BY THE GENERAL CONTRACTOR. THE GENERAL V -ALL BEAMS; SPANDREL BEAMS 4 FLOOR SLABS,,514ALL BE PLACED I"IONOLITHICALLY AND THE CONTRACTOR 15 THE ULTIMATE RESPONSIBLE PARTY FOR SHORING, RE -SHORING, AND TEMPORARY FLOOR SLAB FINISHED AS REQUIRED ON THE SPECIFICATIONS. BRACING REQUIRED ON THIS PROJECT AND MUST SATISFY HIMSELF WITH THE ADEQUACY OF THE T BARS Q -REMOVE ALL DEBRIS FROM FORMS BEFORE POURING. INSTALLATION OF THESE ITEMS AT ALL TIMES. IN THE SPECIFIC CASE OF POURED 5LA55 IT 15 HIGHLY RECOMMENDED THAT THE GENERAL CONTRACTOR SECURE FROM THE SHORING DESIGNER A Q -CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL 50 AS TO CAUSE SEGREGATION CERTIFICATION OF THE INSTALLED SHORING PRIOR TO THE PLACEMENT OF CONCRETE. ¢ OF AGGREGATES. USE HOPPERS, CHUTES OR TRUNKS OF VARYING LENGTHS SO THAT THE FREE SAFETY OSHA AND LABOR LAWS. U. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET, AND A SUFFICIENT NUMBER SHALL BE ' O USED TO ENSURE THE CONCRETE 15 BEING KEPT LEVEL AT ALL TIMES. -THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS SLAB ON FILL: (PLACED ACCORDING TO ACI 302) FULLY COMPLETED. IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION G PROCEDURE AND SEQUENCE AND INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT O -JOINTS: ISOLATION JOINTS MUST BE USED AT JUNCTIONS WITH WALLS AND COLUMNS, USE I/2, THICK PREMOLDED PARTS DURING ERECTION, THiB INCLUDES THE ADDITION OF WHATEVER SHORING, TEMPORARY JOINTS FULL DEPTH SLAB. BRACING, ETC. THAT MAY BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S c. .OF CONTROL JOINTS PLACED AT CENTERLINE OF COLUMN LINES PROVIDE INTERMEDIATE JOINTS IF PROPERTY AFTER COMPLETION OF THE PROJECT. "E" BARS V COLUMN SPACING IS GREATER THAN 30'. IN 6IDEWALK5 PROVIDE TOOLED JOINTS SPACED AT -THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES, NOR PRESUMES TO POSSES ANY INTERVALS EQUAL TO THE WIDTH OF THE SLAB. KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR _ 4" 4 5" 5LA55: I'l DEEP TOOLED LAW REQUIREMENTS FOR CONSTRUCTION PROJECT, SAFETY AND COMPLIANCE WITH OSHA E- JOINTS MUST BE SAWED BEFORE 24 HOURS AFTER CONCRETING. AND LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND L I CONSTRUCTION JOINTS MUST BE PLACED IN THE SLAB WHERE BUILDING EXPAN51ON JOINTS ARE TP05E'CONSULTANTS HE HIRES TO ADDRE55 THESE MATTERS. THE STRUCTURAL ENGINEER OF ¢ SHOWN AND WHERE CONTROL JOINTS ARE SHOWN OR PROVIDE JOINTS a 25 FT MAX SPACING TO RECORD SPECIALIZES 1N STRUCTURAL DESIGN ONLY AND THE BOARD OF PROFESSIONAL GREATER OF 0.5 LI OR 0.3 L2 Ilp 11 = Aar- I i\l/_tI I I /0 �55 "B" LAP SPLICE a N •"T" BARS RUN CONTINUOUS OR LAP AS REQ'D: AT MID SPAN. CLASS "B" LAP SPLICE. 0.3 L i-"E" BARS STD. HOOKS U LIMIT POUR AREA5 TO 625 SQ FT. REGULATION FORBIDS HIM FROM ASSUMING RESPONSIBILITY OUTSIDE H15 AREA OF EXPERTISE. NOTE EMBED 12 BAR DIAM. 1 STIRRUPS--/ O WHEN CONCRETING AND OPERATING ARE CONCLUDED FOR THE DAY, CONSTRUCTION JOINTS SHALL BE FORMED WITH BURKE KEYED KOLD METAL JOINT FORM OR APPROVED EQUAL. APPLICABLE CODES: IN MY PROFESSIONAL JUDGEMENT AND THE BEST OF MY KNOWLEDGE AND BELIEF, I, " IS THE LONGER OF ADJACENT L E L ER SPAN, 6. TOP AND BOTTOM REINFORCEMENT SHALL BE CONTINUOUS FOR ALL TIE BEAMS. -VAPOR BARRIERS: THESE PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE. 2 8" WIDE BEAMS TAKE A MAXIMUM OF 2 BARS PER LAYER. 1. AS PER ACI 318-02, SECTION 7.13.2,2 IN EXTERIOR PERIMETER BEAMS PROVIDE .�OT WATERPROOF MEMBRANES � ERPROOF E BRAN (OVERLAPPED A A ES O ERL PPED 6 T JOINTS) WITH A PERMEANCE:-OF LESS THAN 0,3 0 -ALTHOUGH THE ENGINEER OF RECORD HAS STRIVED TO MEET ALL APPLICABLE CODES AND 3. STIRRUPS U S TOOVER T COS TYPE WITH 135° 00R CLOSED PE RR P BE L T E-I K. o ADDITIONAL T M INF M i O O C NT OV TH o B REINFORCEMENT E E SUPPORTS T A T F E PP S EQUAL TO AST 2 O E L LE 5 PERMS IN ACCORDANCE WITH A.5.T.M. E-98 SHALL BE PROVIDED UNDER INTERIOR SLAB. WHERE LOCAL ORDINANCE REQUIREMENTS, THE CONTRACTOR IS STILL RESPONSIBLE FOR COMPLYING 4. MID BARS TO BE #5 e10" E.F. WHENEVER BEAM DEPTH THE LARGER TOTAL BOTTOM REINFORCEMENT AREA CALLED OUT FOR THE MID -SPAN OF Lu NO VAPOR BARRIER IS USED THE SUBGRADE MUST BE DAMPENED WITH WATER IN ADVANCE OF WITH ALL APPLICABLE CODES AND ORDINANCES IN THE EVENT OF CONFLICT OR OVERSIGHT IS LARGER THAN T-O". ADJACENT BEAMS, AND IN ADDITION, AT LEAST 20% OF THE TOP REINFORCEMENT, BUT NO p CONCRETING. NO FREE WATER STANDING ON THE 5U5GRADE NOR ANY MUDDY OR SOFT SPOT 15 IN THESE DRAWINGS. THE CONTRACTOR MUST IMMEDIATELY N071 EL FY THE ARCHITECT OR ENGINEER 5. CONTRACTOR TO PROVIDE 2 #5 CORNER BARS LAPPED LE55 THAN TWO BARS, SHALL BE CONTINUOUS OVER ALL SUPPORTS. TH15 ADDITIONAL � PERMITTED. OF ANY CONFLICT OR DISCREPANCY ENCOUNTERED SO THAT APPROPRIATE REMEDIES MAY BE MIN, 30" EACHWAY. REINFORCEMENT IS TO BE SPLICED WITH A TENSION "CLASS B" SPLICE BEGINNII ¢�-;� 0FESOUTH MIAW. O -ANY STRUCTURAL MEMBER PENETRATING SLAB ON FILL IS TO BE I/2" PRE -MOLDED JOINT FILLER UNDERTAKEN. FACE OF THE SUPPORT. BUILDING DEPT. 0 COMPLYING WITH A.5.T.M. D-1752, TYPE 1. -FINISHING: -THE APPLICABLE' CODES ARE: FLORIDA BUILDING CODE, LATEST EDITION, (2017) TYPICAL BEAM 5AR PLACING DIAGRAM STRUCTURAL SECTION NO PREMATURE FINISHING SHALL BE ALLOWED. IMMEDIATELY FOLLOWING FLOATING TROWELING A.C.I. 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. N.T.S. � Z WITH STEEL TROWELS SHOULD BE COMMENCED IF REQUIRED BROOMING SHALL BE AFTER THE A.C.I. 530 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, "C" BARS FOR 12" OR p STEEL TROWELING OPERATION. NATIONAL DE51GN SPECIFICATION FOR WOOD CONSTRUCTION, (2012 EDITION 4 2013 ADDENDUM WITH WIDER BEAMS -SLAB FINISHES: (UNLESS OTHERWISE NOTED BY THE ARCHITECT) REVISED DESIGN VALUES.) ll 411 ll 4" TOP BARS m BUILDING: STEEL TROWELED A.I.S.C. MANUAL, 13th. EDITION. (y = X1 ��yapq, OUTSIDE SLAB:. GROOMED P.C.I. DESIGN HANDBOOK LIA y Q � C BARS (FORS BMS.) .- REINFORCING STEEL: SHOP DRAWING SUBMITTALS: d °` a `e4 . ° e , .•.: "MID" BARS (SEE NOTE 4) -REINFORCING BARS CONFORMING TO A.5.T,M. A-615 GRADE 60, INCLUDING COLUMN AND BEAM TIES. -SUBMIT FIVE PRINTS OF ALL SHOP DRAWINGS LISTED BELOW. IF SIGNED AND � ®� V -WELDED FIRE FABRIC CONFORMING TO A.S.T.M. A-185 AND SUPPORTED ON SLAB BOLSTERS SEALED SHOP DRAWINGS ARE REQUIRED, THEN SUBMIT TWO ADDITIONAL SIGNED AND SEALED ° ° ° a . Z V SPACED AT 3'-0' O/C. PRINTS FOR APPROVAL, (4)#5 (T) -, ; .. "MID" BA (5 4) 5 (SEE NOT E TE Z Z -FABRICATION AND DETAILING ACCORDING TO A.C.I,-315. -SHOP DRAWINGS: .° -ALL ACCESSORIES TO HAVE UPTURNED LEGS AND PLASTIC DIPPED AFTER FABRICATION. REINFORCING STEEL. °- -ALL REINFORCING BARS SHALL BE SECURELY HELD' IN PLACE DURING CONCRETE POURING. STRUCTURAL STEEL. ° BOTTOM BARS GROUT z 0 IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT PRECAST/PRESTRESSED CONCRETE. ; NOTE : QUANTITY OF "MID" BARS VARIES W/ BEAMS DEPTH. FILLED CELLS FOR BARS. CONCRETE MIX DESIGN. ' ° N SEE BEAMS SEE NOTE-4 ON BAR PLACING DIAGRAM F¢ STRUCTURAL STEEL= ROOF TRUSSES . ' : d'' #5 INT. BARS U � -ALL STRUCTURAL STEEL PLATES, ANGLES; M, S, C MC SHAPES SHALL CONFORM TO A.S.TM; A-36, ELECTRICAL CONDUITS' a ° ° TYPICAL BAR PLACEMENT DETAIL ua Q -ALL STRUCTURAL STEEL W AND WT SHAPESSHALL CONFORM TO A5TM A992 (50,000 P51). -WHERE REINFORCING STEEL CONGESTION PERMITS, CONDUIT AND PIPES UP TO 1" DIAMETER MAY BE 0 °° . �. ° N.T.5, Z ` ¢ -ALL 5TRUCTURAL STEEL WELDING SHALL BE PERFORMED WITH A.W.5. D.L(. EMBEDDED IN CONCRETE PER ACI 318, SECTION 63. SPACE AT 3 DIAMETERS O.C. PLACE BETWEEN ° ;: U -ALL ANCHOR BOLTS SHALL CONFORM TO A.5.TN. A-307. OUTER LAYERS OF REINFORCING IF CONDUITS ARE SIGNIFICANTLY CONGESTED, ADDITIONAL :.. a �, °. WALL REINF. GROUT ° WALL REINF. Q V -ALL BOLTS SHALL CONFORM TO A.5.T.M. A-325. REINFORCING PERPENDICULAR TO PIPING MAY BE REQUIRED. REQUE5T5 TO EMBED LARGER PIPES °.. d :° °., W/ STD. HK, FILLED W/ STD. HK. O w -ALL PIPE COLUMNS SHALL CONFORM TO A.S.T.M, A-500, GRADE G (Fy = 46 KSI). SHOULD BE ACCOMPANIED BY A DETAILED DESCRIPTION AND. BE SUBMITTED TO THE ARCHITECT 4 .' . • .,° < • .: (SEE PLAN) CELLS A. (SEE PLAN) °. -u -ALL SQUARE/RECTANGULAR COLUMNS SHALL CONFORM TO A.5.T.M. A-500, GRADE C (Fy = 46 K51). FOR EVALUATION, A°. ° .... . ° I #5 1 I= -� -PROVIDE ONE SHOP COAT OF INHIBITING PAINT MIN. 3 ML. DRY FILM THICKNE55.G.M.U. �,dtll LINTEL SCHEDULE ° FILLED GROUT ° ' . _ a ° U -FABRICATIONS AND ERECTIONS SHALL BE DONE IN ACCORDANCE WITH THE LATEST : ° ° a Q ° . a: d *11 3 a 160/C c # a 3 C 16 O/C A.1.5.C. SPECIFICATIONS, Fr4ECA6T LINTEL. '°' ° °- d. CELLS ° d d o N PROVIDE PRECAST, LINTELS OVER OPENINGS 1N MA50NRY WALLS ACCORDING TO THE a '° •'4 2 U -ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY FOLLOWING SCHEDULE. e ° , . e °. . A.W.S. BY CERTIFIED WELDERS, NOTE: • • °° b 8" PRESTRESSED U-LINTEL r 8" PRESTRESSED U-LINTEL -CONTRACTORS TO USE E-10 SERIES LOW HYDROGEN ELECTRODES. 1.- PRECAST LINTELS:TO BE SET IN CEMENT GROUT. e, ', ° d• ..'a •' a, ° • • 17'-4" (208") AS MFR BY 12'-O" (144') AS MFR BY ' TIMBER: -ALL J015T5 AND RAFTERS SHALL HAVE A MIN. 5TRE55 GRADE OF Fb = 1200 P51, E=1,700,000 P51(5011THERN YELLOW PINE Nol DEN5E). 2.- ALL LINTELS BY "CAST-GRETE" OR EQUAL APPROVED. 3.- CAST-CRETE LINTELS APPROVED UNDER N.O.A. - 17-0821.10 4 1-I-0821.19, 2'-V GASTaGRETE CAST-CRETE (NOA 17-0821,19) _ (NOA 11-0821.19) JCL 2 -TRUSS MANUFACTURER TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR 4^ ALL BOTTOM REINFORCEMENTS SHALL EXTEND 8" INTO SUPPORT. ALL TOP REINFORCEMENTS SHALL BE (4)#5 (T) APPROVAL INDICATING ALL REACTIONS TO THE SUPPORTING STRUCTURE. CONTINUOUS w/ 42" LAPS. SE3 -4 DET.-CAST I LINTEL PRE (� `►�+- [DETAILS 5. ARCHITECT TO REVIEW AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTHS +- 6. PROVIDE (2)05x60" CORNER 5AR5 30° EACH WAY 6 ALL CORNERS- N.T.S. ca N U7NkJu I FILLED CELLS 1'-4" #3 COL. ® DET. rul ME BB-1 DETA N,T,5, spe aw l cI I r P 4 5's 5's 4LL REINF. ' 5TD. HK. >EE PLAN) 5 c a 16 "0/C 9 PRESTRESSED U-LINTEL -4" (205") AS MFR BY 48T-CRETE (NOA 17-0021,19) AR -CHI ECTUR-E PLAN LLC. AA26001717 AR0017144 6356 MANOR LANE SUITE 105 SOUTH MIAMI, FL. 33143 T: 786.253.5530 E: JUANC CASTILLO ARCHITECTUP,E.NET cn WMVMO tcn O z Q w0 = C (f] w {� wWO>O w 00 wW O� N 00 ALEEANDRO SALASEP.E.I f�%•78��`]357-�548'•7iP r TVVA►►�TE OF + 4/ fl? iis10 N AL Slo ALE�4N�E'bIJAI i FLORIDA REG. N L 7 JJ ?i REVISIONS: DATE'. n-7 "In: SC, r r w REBAR, FILL CELLS W/ 3000 PSI GfROUT-----7EXTEND JOINT REINFORCING U ro" 00 VERT. REINFORCEMENT i0 BE .. CONTINUOUS FROM FOOTER TO TIE .. • . BEAM/TIE BEAM BEAM OF TOP OF WALL. PROVIDE . .. . . ... SEE PLANS AND � COLUMN SCNI=DULES STD NOOKS AT TOP TIE BEAM OR .: PARAPI=T CAP.- .... ..... ... .... -. 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TRUSSES � 12° O.C. 4 41/2" MIN. _ AR0017144 24" O.C. ( P.) ° EACH CONN. USS FCR EMBEDMENT STAGGERED AS SHOWN. 6356 MANOR LANE 2 x 4 CONT. HORIZ. ACING LATERAL BRACING SUITE 105 SOUTH MIAMI, FL. 33143 T: 786.253.5530 Ij SPACES 62'-0"O.C.=20'-0"(MAJ) 11 E: JUAN@CASTILLO .2 x 4 BLOCKING /- EXISTING PREFAB WOOD AR.CHITECTUR-E.NET TRUSSES s 24' O.C. NOTES: LDC�R B 1-HORIZONTAL BRACING OF 2:DIAGONAL BRACING: BOTTOM CHORD: PROVIDE ONE A:PROVIDE CROSS BRACING, AS '�'` (�2-2"x6" P.T. WOOD LEDGER W/ ROW OF HORIZ. BRACING AS SHOWN SHOWN AT EACH END ROW OF VAL L E � I f RU55 DET,41L 1/2'0 HILTI KWIK BOLTS 3 EVERT 10'-0' OF SPAN OF TRUSS PERMANENT HORIZONAL BRACING, 1 f 24" O.C.'4 41/2' MIN. EMBEDMENT BRACING MEMBERS TO BE AT EACH END OF THE BUILDING SCALE:3/4 -0 STAGGERED AS 61-lOWN.' - , CONTINUOS 2"x 4" WOOD MEMBER AND AT NOT MORE THAN 20'-0"%` j ET .SPACING IN DIRECTION OF WK2) Uod NAILS EACH TRUSS. At LEDGER5 TYPE �/ I SPLICE LOCATIONS, LAP BRACING HORIZONTA_ BRACING f"t 1 ,I- MEMBER OVER AT LEAST TWO 5-BRACING MEMBERS TO BE 2x4 SCALE: 3/4'=1'-0° TRUSSES. WOOD MEMBER. [DETAIL OF PERMANENT LATERAL 8R,CINC OF TFRUSS STANDARD HOOK STANDARD HOOK SCALE: 3/4'=1'-0' ROOF OR COLUMN ROOF OR COLUMN • TERMINATION PT. TERMINATION PT. 3 TIES 63' 3 TIES ,53" OF COLUMN OF COLUMN W AND FOOTING AND FOOTING �' V (U.O.N. IN PLAN) (U.O.N. IN PLAN) DOUBLE TIES (3" C.G.) 0 C� OFFSET *8 AND LARGER cv w BARS ONLY d Ell FINISH FLOOR OR7� INTERMEDIATE 1 3 TIES �3° PLAN W O Q TIE BEAM SEE 6 _) m DOUBLE TIES (3' C.C. z w >0 AT BEND POINT) Q l (la 4 1-- 0-0 JOINT J-2 JOINT J-2. L[') CONCRETE SLAB, SEE CONCRETE SLAB, SEE PLAN FOR THICKNESS A N W PL N FORTHIC K ESS 00 EL. SEE PLAN AND REINFORCING EL. SEE PLAN AND REINFORCING Z Ln VAPOR BARRIER VAPOR BARRIER SEE SPECS. SEE SPECS. q CW/� W W. WELL COMPACTED m WELL COT IPACTED I 6ifQ f FILL EL, SEE PLAN FILLco Cl Q EL. SEE PLAN +_- U DOWELS SAME SIZE s U DOWELS SAME SIZE _--� NUMBER AS VERT. REINF. NUMBER AS VERT. REINF. (SET TO CLEAR BARS (SET TO CLEAR BARS r� 3 STANDARD ABOVE) 3 STANDARD ABOVE) CLR. HOOK CLR. HOOK (� FOR FOOTING SIZE AND FOR FOOTING SIZE AND REINFORCING, SEE SCHEDULE REINFORCING, SEE SCHEDULE. OO Ln 1.- USE 1*3 TIES FOR *10 VERTICAL REINFORCING OR SMALLER I.- USE *3 TIES FOR *10 VERTICAL REINFORCING OR SMALLER. 2.- TIE SPACING SHALL BE: 2.- TIE SPACINGSHALL BE: A - LEAST, DIMENSION OF COLUMN A LEAST DIMENSION OF COLUMN B - 16 TIMES MAIN BAR DIAMETER B - 16 TIMES 'MAIN BAR DIAMETER C - *3 AT 18" OR *4 At 24' WHICHEVER IS SMALLER C -'*13 AT IS" OR *4 AT 24"` WHICHEVER 15 SMALLER 0 O H Q NOIES 1. FOR O 2. FOR T w c- 3. CENTE AND/ -1 4. CENTS THIS L 5. COOR x t- (o. FOR E Q ARCHI U _ -1. FOR N O DRAWI c' 8. TOP 9. GROU >U COMP LAPP � 0 EFFEC Q •f• . . . • . . •• . • • .. ... 0000: 000" • :0*040 00 000*00 Al *0000 0 ARRCHI CTLUE GENERAL OR OF ND ED 21'-4' 19'-4' 1 38'-0' 20'-2" tl 61 4u T-4' T-8° 2,-41 61-41 9'-8° 4'-41 S'-4" 7'-41 1'-8' 22'-4" 1'-8" 3'-S" A 5'-4" 31.4u u 41.0p A 51_6" *51@32" IN 3000 GROUT FILLED PSI CELLS — r — — -I 15632' IN 3000 PSI 2#1 IN 3000 GROUT FILLED CELLS GROUT FILLED PSI CF-405P — CELLS r 0 N r � I ---------- --------- I MWFE16 1 -4-9 X _ r ST TT.E. I I� . I L J CF-40SP. r I M 41 I I= I I — r ----- -- -�- --- -r -- MWF-16 — — — -- I -- -- T.E. ST --- -- I I �) 0 L — _ — I I I 411 I I � *4612" _' x12 -s (T) - I T I X I 3 N I ) I I I I 6" GONG. SLAB REINF _ I W/ 6x6-W1.4xW1.4 WWF EL. +/-0'-0 OVER 6 MIL VAPOR BARRIER. T/GONG. SLAB 4 WELL COMPACTED FILLED. ( i C.J. _ _ C.J. _ " 2' SLOPE *4�12 *4�12 4'-O'(T) x4'-O'(T) ( X ( I A 4 — — — — —_ - _I M 0 _ i G.J_L _ � E- — -� — — — — r — vl CF-40SP r -1 0 I I I I - I GF-5(l> I - — — CF-60 ST I U 2 'S'sx4'-0' - (TOP y OF SLAB) — — TYPICAL : G.J. , I I - I I I 1 10 -4 1 V\ GF � g1 81 _ I I ST I ( I I I --� CF-46 CF-46 � 01 C.J. ) - - - - - - -�— 8'-9° _ 5T _ I OI I ( CF-50SP 3, I Ip I G.J. - - - -- W , - 15'-9' I °' n 4 x12'-8'(T) ( i I i ( I I 2 *5'sx4'-0° I I = _I (TOP Y3 OF SLAB) ' I A T.E. TYPICAL _ I FF _ —I 4 16 I O C - _ C.J. _ I e 5110' I 2`_ N M I L MCF 3(d J LMCF 30 2 MWF 16 II` ' " UP �I tl 1 I1 3 4 2 - 31 4" 5 4 I � 31 F T.E. I �- — _ 0 i -1 �, - 2 I11 C.J. - - - - - 13'-6' I I ( S-$ W W I I G.J. I I F t.E. " 1 A A 4 -O I -4 2° SL. _ I I T.EJ GF-508P ' - I I r W I 1411 �I I G.J. I —— II — II 1 N 1 0 tl X A � T.E. II ,.... I - 1 - } - (-4 ( I ( _ _ G.J. - - *4-312° XIT- SVT) I i STAIR BY OTHERS. CONtRACTOR TO SUBMIT I -z1 U SeS SHOP DRAWINGS FOR v REVIEW AND APPROVAL PRIOR TO FABRICATION. i r — — - _ I I I - - C.J. _ -�— I ST ) r O 4' CONC. SLAB REINF -;) W/ 6x6-WL4xWl.4 WWF --i 01 OVER 6 MIL VAPOR BARRIER vI e WELL COMPACTED FILLED. °. I l -11 I _ I I I I I I �_ I- I I I I I I 4° GONG. SLAB REINF W/ 6x6-W1.4xW1.4 WWF OVER WELL COMPACTED FILLED. P D I I 2 - - = L MWF-16 — — — 1 Q— _ MWFt24 _ 1 _ MWF_16 --41 5�32 IN 3000 PSI GROUT FILLED CELLS 12'-O" 4'f0° - — — — TE_ 9'-0' " 4 -0" I I M , IW - - - ,.. 22 -3 _ L 4' 1010 I ,I I I III I II I AA� -$ _ r 4 1 I I I I I I , EL. +/-0'-01 I I T/GONG. SLAB _ v G.J. * A 4 12 4 xl2'-8°(T) I i ( I I 4" 4° GONG. SLAB REINF � W/ 6x6-WL4xU11.4 WWF OVER WELL I�► COMPACTED FILLED. w I "" (� F-I ) I , I I II I LI I II ( II II ) I I I L —T.E -- J ,n 1 4 GONG. SLAB REINF W/ 6x6-W1:4xW1.4 WWF OVER WELL COMPACTED FILLED. �I r - - I _ - ICF-505P - -I I I r—r - G.J. - - ' C.J.1 I I - - -� -� �-- - G.J. "' I - - - - C1J. I Iu! NOTES, REFER TO SHEET 5-1.0. I I I ( I 5T ( Q ( 6 ; 110 I ( 1 7.E GF-SOSP I 2 SL. YPICAL DETAILS, REFER' TO SHEET 5-1.1 $ 5.1.2. I I ST I I I I I L-- I-- J ( CF-46 I L _ J i I I GF 50SP _T.E. I I' J I. T_E G.J. RLINE OF COLUMNS AND/OR WALL SHALL COINCIDE WITH THE GENTER LINE OF SEAMS FOUNDATIONS BELOW. @ RLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN IN - EVEL UNLESS OTHERWISE NOTED. DINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. XACT LOCATION OF ANY OPENING AND/OR EQUIPMENT, COORDINATE WITH TECTURAL MECHANICALANELECTRICALI D DRAWINGS. ON LOAD BEARING MASONRY WALLS AND/OR PARTITIONS, REFER TO ARCHITECTURAL NGs. FOUNDATIONS SHALL BE -2'-0" BELOW FINISHED GRADE. FLOOR SLAB CONSISTS 01= A" CONCRETE SLAB ON GRADE OVER WELL I L _ (_ I I CF-60 1t _ -1 r — — — _ sT I I sT I— I I 2 -0 I ' i 2 -8 13 -0 N 2 -8 13 #4-s12' I 4 I I ( I 8 44 0A " 51-4' °' I,u;I 31-4" ( 5'-4° I 5O5P L 4' GONG, SLAB REINF W/ 6x6-WL4xWl.4 WWF OVER WELL COMPACTED FILLED. I L — — — -) L — — CF-405P — — CF-40 0 L — I — x10 � r � MWF 24 I CD) Q _ I I 5T cF ACTED FILL AND 6 MIL VAPOR BARRIER AND REINFORCED. W/C Xe,-WI.4xW1.4WWF, _ 6" MIN. WWF SHOULD BE PLACED AT THE TOP 1/3 OF THE SLAB IN ORDER TO BE TIVE. ADDITIONALLY MESH SHALL BE SUPPORTED USING CHAIR BOLSTERS. 0 I I I !I . �-- — — — — T.E. — — — J 2*1 IN 3000 PSI GROUT FILLED CELLS *5632' IN 3000 PSI GROUT FILLED CELLS "�4 �- - I- — -� I 15t I Q T.E 1 ---- I I �- — O I - I _ err OF'S aux pilourf, G, aEP StRucr( c, s EL. +/-0'-0' 4' GONG. SLAB REINF — — —7 AL _ A W/ 6x6-W1.4xW1.4 WWF OVER WELL COMPACTED FILLED. *. f +* IRV UGONC. SLAB I GF-40SP CF-405P I. 6'-0' I1'-8" 161-4" ° 9'-4" ° 3'-4" A 4-0 a I A 5-6 691-2' .�� PLAN LLC. AA26001717 AR-0017144 6356 MANOR. LANE SUITE 105 SOUTH MIAMI, FL. 33143 T 786.253.5530 E: JUAN@CASTILLO AKCHITECTUR-E.NET CD Q� �N .: >O O w N ON o0 � z Q� ww 0o O� O_)) w N L..O 00 ALEI34 f 0119A [P.E. STF�t ��'-�'•auAh��P�Ri'��q _~ 1VIAMI�L 33143 '•, w *RH: 8 �MAiL: J SO SAT 9� ALE04NDRO SALASEP. . FLORIDA REG. Na 74789 REVISIONS: F0U�1� AT I OI � FLAN. 5C LE: 1/4° =1'-0 DATE 07.21.2018 SCALE: AS SHOWN NORTH DRAWN BY: Z.G. CHECKED BY: AS. o N . � z JOB NUMBER: 18-254 V U L, 0 u S-21111110 ••••• U • • • • • • • •• • • • U t=- ' Z 01 21'-4' 11 14'-4' 49'-4° o ARCHI (JUU w ° U=24i3 LB U=1215 LB U-2473 LB o " a N 3 m U=9m4 LB O.H. G=3382 LB G=1503 LB G=3382 °LB O.N. O.N. G=SSm LB 3 -m o.N. PLAN LLC p STRAP E STRAP A STRAP E STRAP PRE-ENGINEERED AA26001717 " ° WOODROOF ° z AR-0017144 o i -m 7 -m 3 TRUSSES 624' 0/C. Z. BB-1 (E . +12'-m') R5-2 (EL. +12'-0') 55-1 (EL. +12'-0') R5-2 (EL. +12 -0')�----• 6356 MANOR LANE w U-9m4 LB STo C LMIT $T - G=88m LB SUITE 105 PcL-1 3 _ SOUTH MIAMI, FL. 33143 ELP 14°) I STRAP "B' _ PGL-I - " ^ O I I _, (E +9'-) U=9m4 LB e I T. 786.253.5530 m N U m S632' IN 3mmm PSI G-080 LB 0 (EL. +9 - ) �- U=649 LB I m I I� GROUT F LLED CELLS STRAP 'C" I Im N I Iw JUAN@CASTILLO G=llS LB 0 I "' �' I ARCHITECTURE.NET I Z I STRAP B 3 ST ST 7 o � LEDGER TYPE "A° m U=649 LB I I - U=9m4 LB — —— — — — „4:12 14-M — — — , —-PRE-ENGINEERED G=715 LB I I I I _ G-SSm LB - B-2 (EL . +13 -m) B-2 (EL. +13 -m) B-2 IEL. +13 -m J w _ r a a, _" ( WOOD ROOF STRAP "B' I ST - Lu RAP B _ Lu 5'-m" `+ 14'.-0" 1 8" 6'-8' -8° N 14'-m" " 5 _ I TRUSSES 624" 0/G. a- o- tQ = PRE -ENGINEERS ) w LEDGER LEDGER O ( PRE-ENGINEERED PRE-ENGINEERED - I I U-9m4 LB WOOD ROOF WOOD ROOF CD _j e I `� _ TYPE °B' = a TYPE LEDGER N ^ G=88m LB WOOD ROOF ., Z c`1( TRUSSES s24° 0/C. SSES g24' 0/C. 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LEDGER \ . / = TYPE 'A' I 0 16 CONC. _ 0 BB-1 ( +-f'-8") BRIDGING (TYP) f� f� u 7° \ 4" 2'-6 3 ° " ° ,,� im m° _ F- ,n iu o �, - EYEBROW O f II tu ut `cA X \ 4 EL. +12'-0' �L.a V) - (I I z► i T/CONC. EYEBROW r l M U (U ROWS OF 2 x4 w _ n RB-3 IEL. +12, m) - U=2413 LB U=1215 LB U=2473 LB U=9f04 LB ( TOP 4 BOTTOM Q Q G=3382 LB G=15m3 LB G=3382 LB G=88(0 L8 B I I CHORD HORIZ. I I tL w STRAP °E" STRAP 'A" STRAP 'E STRAP 'B° 4:12 - ap _ w - cn d w * O BRIDGING (TYP) m n, �I z co tr co __)) TENGINEERI w OPEN '�� w w S-6 BUSS NOTE I I a I w w O WEIGHT OF FULL _ 6, I Q n w �I w PRE-ENGINEERED STRAP LB w - o, / \ m w O Q Lu <i> m I I PRE-ENGINEERED BATHTUB-�mm LBS 24' FLAT WOOD u► \ cA M WOOD ROOF I I ' TRUSSES �18" O/C. V _ TRUSSES @24' 0/C. m (MAX. Sp.) I� @ > \� - R5-3 (EL: +12' (0°) Ln N � 00 rel -71 N I 6=1125 LB STAIR BY OTHERS. IV 1\ - _ Z Lri Ln ►--+ t- a O v' STRAP "C' CONTRACTOR TO SUBMIT I / >`1• U=904 S45 W LE GE I° I {...� U LB I I U 9m4 LB SHOP DRAWINGS FOR "R� \ > G=880 LB G=88(0 LB REVIEW AND APPROVAL T�PE A cn G=11m5 LB O I� V) G.L, STRAP STRAP 'C' I I (2) ROWS OF 2 x4 ST / SCRAP "Cz" I [�. Q I I PRIOR TO FABRICATION. (I I O TOP 4 BOTTOM: ( I N a NOTES N I CHORD NORMLu Z tr BRIDGING (TYP) = G=12(0(0 LB — — - — I O M B-5 (EL. U=9m4 L8 _) Q 1. FOR GENERAL NOTES, REFER TO SHEET S-Lm. SCRAP �C� G-SSm LB f�+ Q DER = TYPE - O p U 9m4 LB I �� " u, TYPE B STRAP B 2. FOR TYPICAL DETAILS, REFER TO SHEET 5-1.1 4 5-1.2. G=88m B ( sT _ I ° ° L = cz (1) ROWS OF 2 x4 STRAP «C" ' PRE-ENGINEERED C/] w 3. CENTERLINE .OF COLUI'INS AND/OR WALL SHALL COINCIDE WITH THE CENTER LINE OF BEAMS TOP 4 BOTTOM n WOOD ROOF c_ AND/OR FOUNDATIONS` BELOW. I I I G=1200 LB iI I CHORD NORIZ. I TRUSSES 024" 0/C. N O = STRAP "G' I o Q I I� BRIDGING (TYP) 8 ( " U=9m4 LB 4. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN IN 10'-m" Lo - 19'-2" 3'-m°. 15 -Im - 5 -m < THIS LEVEL UNLESS OTHERWISE NOTED. G-SSm`LB �O U w c� @ PRE-ENGINEERED 6l a 4:12 I 61 STRAP "B" Ln c0 , ,,, w 5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS: I ST _ 24 FLAT WOOD _ `„ N TRUSSES 618' F- F 2 (MAX. SPJ L �o. OR EXACT LOCATION OF ANY OPENING AND/OR EQUIPMENT; COORDINATE WITH � , � _ � _ w RB-2 (EL. +12 -m) _ G 1200 L5 u t I Oyu ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. - _, 8 STRAP "C° Q 8 e ^Q I I I� �-- -I. FOR NON LOAD BEARING MASONRY WALLS AND/OR PARTITIONS RE#=ER TO ARGNITEGTURAL � I LEDGER LEDGER - I (py _ LEDGER w DRAWINGS. N TYPE 'B' TYPE "B' TYPE 'A' co O -12'-0° 2'-0' V-4' 2'-8' S'-8' -8' 14'-0" N G 8. IN ADDITION TO THE BRIDGING INDICATED ON THE PLAN, CONTRACTOR SHALL PROVIDE ONE a, w ADDITIONAL ROW OF HORIZONTAL BRIDGING AT THE: FIR5T BOTTOM PANEL POINT FROM -� EACH END. O.H. 0 55-1 (EL. +12'-0°) N — a — — ST S. ALL CONNE:CTION5 SHALL BE STANDARD AISC 6 SJI (U.O.N.) U=119(o LBG=132m LB - PCL-I Ic PCL-1 _ _ 10. �i + ,- ° + _ w 0 EDGER TYPE ' T 6 GIRDER STRAP "E° 0 � FLOOR SYSTEM CON515T OF A 4 CDX PLYWOOD SHEATHING GLUED AND NAILED W/(S)d RING EL. 9 4 Z*5032"IN 3mmm PSI — IT y . O SHANK NAILS AT 6° O/C, (4° AT PERIMETER) OVER. PRE-ENGINEERED WOOD TRU55E5. - 4:12 ( LY) �' Ot►, GROUT FILLED CELLS _ �, � � $Ut�IJ F � t�F1. :. • O DING S _ DEp Z il• ROOF SYSTEM CONSIST OF A 5/S CD D DX PLYWOOSHEATHING GLUED ANNAILED W/(8)d RIND U=I% LE Z 6 I 1R �` Q SHANK NAILS AT " O/C, (4 AT PERIMETER) OVER PRE-ENGINEERED WOOD TRUSSES. A G=1320 LB I ( `r UCr Se p 12. SUPERIMPOSED LOADS: STRAP "E°91 %p, LIVE LOAD: ------- 30 PSF (ROOF) RB-2 (EL 7") 40 PSF (LIVING AREAS) ST St z DEAD LOAD--------- 20 P5F (ROOF)p ;=r= n A==nc �5E GO D FL OOP FLAN SGALE; 1/4"=1'-0` DATE 07.21.2018 SCALE: AS SHOWN DRAWN BY• ZG _ �� N0RTH CHECKED BY: A.S.: Lu JOB NUMBER: 18-254 " �U � Q, C_� 0 U S=10 (� • • • • • • • of i U--�o49 LB 31-01 . .. . . ••e • O.N. C�=115 LB 0.. STRAP "Bn Jem - z .� mo _ -Mo z Z PCL-2 PCL=2 — - - — ,- ^ '_ n AR:CHI CTUR.E p BB I (FL. +22 m 1 - BB I (EL. +22 m)� �- --�� BB I (EL. +22 0 ) w 1• FOR GENERAL NOTES, REFER TO SHEET S-1>0. (E'L. +22 - �L. 42 - " N 9. 2. FOR T"-PICAL DETAILS, REFER R��R TO SHni��T s-l.l � s-1.2. _ e � I� e PLAN LLC. N fYOO N 3. CENTERLINE OF COLUMNS AND/OR WALL SHALL COINCIDE WITH THE CENTER LINE OF BEAMS Q u ` I U-4083 LB `� AND/OR FOUNDATIONS BELOW. _ a z o. N Cx=561>a B AA26001717 U 4(d83 LB Lu L Cx=561m 8 n 8 STRAP "D" AR0017144 4. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN IN LB O ' a - z THIS LEVEL UNLESS OTHERWISE NOTED. STRAP "Dn N N ��— — — — — — — 6356 MANORLANE : 5. COORDINATE ALL FLOOR SLOPES AND .ELEVATIONS WITH ARCHITECTURAL DRAWINGS. — u - - - - -----a-� I - - p C I TRUSS GIRDER (2 FLY) SUITE E 105 ° S-S 6. FOR EXACT LOCATION OF ANY OPENING AND/OR EQUIPMENT COORDINATE WITH - SOUTH MIAMI I=L. 33143 S 8 _1 6 r O ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. � �„ 8 U S6 LB T:786.253.5530 c� 0 0 G=2493 LB U=1866 LB N -' N - ^ n E: JUANCCASTILLO N PRE ENCsINEE STRAP A � �. FOR -NON -LOAD BEAi�fNG MASONRY WALLS. AND/OR PARTITIONS,. REFER TO ARCHITECTURAL _ --1 N -� �N., -2493 LB Iu MOOD OF u + I ARCHITECTURE.NET DRAWINGS. STRAP "A" I -1 TRUSSES a " 0/C. -i - d ,u 8: IN ADDITION TO THE BRIDGING INDICATED ON THE PLAN, CONTRACTOR SHALL PROVIDE ONE - ADDITIONAL ROW OF HORIZONTAL BRIDGING AT THE FIRST BOTTOM' PANEL POINT FROM 0 a m 6 _) EACH END. MM I(Q N t 9. ALL CONNECTIONS SHALL BE STANDARD AISC 4 SJI (U.O.N:) p -i BB � 0 10. ROOF SYSTEM CONSIST OF A Na"N�, CDX PLYWOOD SHEATHING GLUED AND NAILED W/(a)d RING (EL, '- SHANK NAILS AT ro" O/C, (4" AT PERIMETER) OVER PRE-ENGINEERED WOOD TRUSSES. Z O H 1L SUPERIMPOSED LOADS: LIVE LOAD: ---------- 3D PSF (ROOF) U=1940 LB I /PRE-ENGINEERED U=940 LB DEAD LOAD---------- 20 PSF (ROOF) G=2603 LB OD ROOF G=2603 LB Im STRAP ' TRUSSES 024" 0/G, I STRAP ^A^ z 12. ALL TRUSS UPLIFT PROVIDED ARE PER ASCE i-10, SERVICE LOADS. cn O _ V _ Z I (4) ROWS OF 2 x4 Fj I TOP 4 BOTTOM 4:12 4:12 4.12 CIAc� U - S-6CI40RD FIORIZ. p Lu BRIDGING (T''F) ua b IN O N w rel 11-1 0 w Fz-- Q w co 0 d w Q Q W I I Q� VN n — _N 24A9P3 LAB W�w , c �Q%U=1866 LB to E ENCINEEREDU=1866L5 C2493 LB 6 STRAP A w TRUSS 624 O/C. Z NCI Q ud " w 8 a 3-m W cry --JJ U-4(�83 LB O O O.N. U=4(D83 LB w G=5610 LB = 2'-m" G=56I0 LB N m ►-y STRAP D - TRUSS GIRDER (2 PLY) N - STRAP D '� I-- - - - - - - 00 u - w ULa Lu ul p U QLu OW pQ � PGL-2 PGL-2 ' -2G z ' BB -I (EL. +22'-d} 55-1 (EL. +22'-d")� - ") BB-i (EL. +22'-0")m a EL. +22-d° E . +22'-m.+22 � o -L J. c 3i 2 i3 i _ mo m0 N Olot--- I O I 3 I 13 --------------- --- --- a 2Q a i I U=649 LB V a U2 �`. O 2 , 2 3 i i 3 3'-0 G--16 LB 3'-m' Ln w I` ♦� O ' I O 2 ------------------- O.N. O-------------------- --- STRAP B 1 ♦ 22 , I •n n O.H. Lu I- I `♦ j I I 1 I 1 ``♦` ' r I ., w I �, I I I I, . ; I TY OF SOUTH c� 2 1 . .. 2 ---� 2� �--- I `, I � If�2 i4'I�11�•. O 2, A BUILDING D o'o ; ,. y i 0 2'--STRUCTURAL S'E`C�`(bP° . O O 2 PLAN O O SCALE: 1/4" =1' -0" _ lot 2' 3 I 1 I 1 O q, 21 o r ; 0 NORTH rl-l1 Q 1 O 1 0 O 1 _ O 1 11 2 `< 2 p ZONE l - -41.2; PSF ZONE 1 = 50.i PSF I 1 ♦O ♦� O ZONE 2 = -5a.1 PSF ZONE 2' -`i5.9 PSF i 1 O 2 2 `° U :ZONE 3= --11.8 fi SF ...ZONE 3'= -i`i.i PSF -ALL COMPONENTS AND GLADD INCc i i ; ' ,'' `♦ `. 1 3 PRESSURES/UPLIFT PROVIDEDis 2' 1 0 ►--- ARE PER ASCE 1-10, SERVICE LOADS. � 2' Q \�` 2 \�� ♦` 0 TRUSS ANCHOR SCHEDULE MARK TYPE QUANTITY NOA Nol ALLOWABLE NAILING FL. APPROVAL LOAD a NU-VUE, NVNTA-20 1 NOA 18-0312.06 U=2C 49# (18)I06A.5" STRAP � ((o) 106A.5�� SEAT ® NU-VUE; NVSTA-24 1 NOA 18-0312.0(o U=142ro*' (9) 10o1xLE," STRAP (6) 106xl.5" SEAT GU USP; THDH26 1 Fly 11232 U=22(o5# (IS) 166 NAILS e LEDDGER G=2443# (12) 10dx1.5" e TRUSS © SIMPSON, FGTR 1 FL, 114i3 U=5000# (18)'/4"x3" SDS SCREWS 'a GIRDER (2)1/2"Ox5" ANCHORS e FILLED CELL ® NU-VUE, NV358-24 1 NOA 1i-0802.0-f U=33(oi# (16) lOdx3"' a STRAP , (0) 106x3, Q SEAT 5Il`1P5ON, HGUl 1 FL. 13904 G=14,940# (a) rl/a"Ox5" TITEN HD ANCHORS (24) 1/4"mx2l/2" STRONG -DRIVE: SDS SCREWS G� USP, TH1DH210-2 1 FL 11232 U=3905# (35) Irob NAILS a LEDGER (20) 10dxl.5" w TRU56 I ► 2 , J . 2 O REVISIONS: _ V z z z _ i 31 Q 13 I � Q p z p 2 I O Q w _ _ a �- p U w p H Z UFLIFTS FLAN zfROOFING; U Q c z n_ i u SC �1� 3/32- -1 -sa <u DATE 07.21.2018 p SCALE: AS SHOWN DRAWN BY. Z.G. 00 CHECKED_ BY: A.S. o NuiJOB NUMBER. 18 254 _ Z Z U U � Q Ow U t- S-4mO v z LLJ 0 N Uj z Uj z I 0 Lu H m 0 C_ m IA z 0 m O z O U Z O z O U O cl- O Lj w I— PRE-ENGINEERED WOOD ROOF TRUSSES 24' O/C. HURRICANE STRAP SEE PLAN. ELEV: +22'-O T/ PCL t-. 1 11/2" CDX PLYWOOD SHEATHING W/10d RING SHANK NAILS 6" O.C. (4" 9 PERIMETER) ELEV: +15'-0" T/ WINDOW SILL 8" MASONRY WALL W/ *5,@32'— O/C. IN 3000 PSI GROUT FILLED CELLS W/ STD 900HK. ELEV: +12'-0" T/ BOND SEAM BOND BEAM — (SEE PLAN e SCHEDULE) Z" EXPANSION JOINT MATERIAL MPAI CLIP AS MFR BY USP 12 4�� PCL-2 STRAP (SEE PLAN 8 SEE PLAN. SCHEDULE) MASONRY WALL (BEYOND) MIN, 8'X8' CONG. CAP W/2 *5 CONT. PROVIDE (1) TA16 STRAP AS MFR BY IUSP FL 859 W(5)I0dxl Y2" NAILS o EACH BLOCKING AND EMBED IN WALL. PLACE STRP ON SIDE OF BLOCKING. LEDGER rF—TYPE "B" V CDX PLYWOOD SHEATHING W/10d RING SHANK NAILS 9 (o"O.C. (4" 1@ PERIMETER) TRUSS GIRDER 3/4' CDX PLYWOOD SHEATHING W/10d RING SHANK NAILS g 6" O.C. (4" 0 PERIMETER) PRE-ENGINEERED WOOD ROOF TRUSSES 6 24' O/C. LN VN n Id LN L AIdl PRE=ENGINEERED 24' 2'x4' LATERAL FLAT WOOD TRUSSES BRACING 6 24' O/C. 8" MASONRY WALL W/ *5o32" O/C. IN 3000 PSI GROUT FILLED CELLS W/ STD 900HK. 4" CONC. SLAB RE INF W/ (ox6-WI.4xWl.4 WWF < v OVER WELL (_l COMPACTED FILLED. Q ELEV: ±ol -o" nil �^ 7f�'t 4tf �S I / GON G. SL A •' B �i T.E. CONC. FOOTING. (SEE PLAN 8 SCHEDULE) *4612" xl'-6"(T) 4" CONC. SLAB REINF W/ 6x6-WIAxW1.4 WWF OVER (o MIL VAPOR BARRIER $ WELL COMPACTED FILLED. i /Z /l/l/l AZM�z 2'x4" LATERAL BRACING &E CT I Oil ,a SCALE: 1/2"=V-0". S-5 V CDX PLYWOOD SHEATHING 6356 MANOR LANE W/10d RING SHANK NAILS a 6' O.G. (4' 6 PERIMETER) SUITE 105 SOUTH MIAMI, FL. 33143 T: 786.253.5530 E JUAN@CASTILLO ARCHITECTURE.NET MPAI CLIP AS MFR BY USP 12 PRE-ENGINEERED 4 WOOD ROOF TRUSSES 6 24' O/C. HURRICANE STRAP SEE PLAN: 2'x4' LATERAL TRUSS GIRDER HURRICANE M BRACING STRAP PCL-2 SEE PLAN. (SEE PLAN 8 QERED SCHEDULE) O.H. F TRUSSES CDX PLYWOOD SHEATHING W/had RING SHANK NAILS w MASONRY WALL Q (o' O.C. (4" 6 PERIMETER) 0 (BEYOND) V N r1 MIN. 8'X8' CONC. CAP - E:L.E:V: +1(0' W/2 *5 CONT. TJ WINDOW SILL 8° MASONRY WALL W/ *5632" MPAI CLIP AS L.L.I 3 O z O/C. iN 3000 PSI GROUT W/ STD MFR BY USP Q W FILLED CELLS 900HK CDX`PLYWOOD 6HEATNING' PROVIDE (1)TA16 STRAP AS MFR BY USP FL 859 W(5)10dxl y" NAILS 1@ EACH W/10d RING SHANK NAILS [,� w BLOCKING AND EMBED IN WALL. 0 6' O.C. (4' t PERIMETER) (J� u DOD SHEATHING IG SHANK NAILS PLACE STRP ON OF BLOCKING. PRE-ENGINEERED 12 WOOD ROOF TRUSSES `-' m Lr) ' EL3=V: +13'-0" �4 24" O/C_ 00 g PERIMETER) - T/ CONC" SEAM • . HURRICANE Lr) STRAP . . •• SEE PLAN. BOND BEAM (SEE PLAN e SCHEDULE) ' 0 .. ..._. HURRICANE STRAP O.H. SEE PLAN. L 2"x4" LATERAL PRE-ENGINEERED 24" LEDGER LEDGER 11/2 CDX PLYWOOD SHEATHING (f] BRACING FLAT WOOD TRUSSES TYPE B TYPE "A" W/10d RING SHANK NAILS' 24' O/C. s 6" O.C. (4" g PERIMETER) 1' ( V Lo 00 I-n CITY OF SOUTH 8' MASONRY WALL W/ *5632" BUILDING DEP O/C. IN 3000 PSI GROUT FILLED CELLS W/ STD 900HK STRUCTURAL SECTION J 4' CONC. SLAB RE INF W/ 6x6-W1.4xW1.4 WWFOL OVER 6 MIL VAPOR BARRIER 1 *4 EA. NOSING 4" CONC. SLAB *4612' E WELL COMPACTED FILLED. (TYPJ (B YOND) x4'=0"(T) r d _u a p^ <a feJ.�! �L' • Y�i..Y...a —.-A' 7[• 11 Y t�L ilREVISIONS: i. MIMI/WX\, ��� �. /� X\. .\ . � � / `/ ��i , T�ii✓ � �� �� ,.� :: CONC FOOTING. (SEE PLANs SCHEDULE) DATE 07.21.2018 SCALE: AS SHOWN DRAWN BY: ZG. CHECKED BY: A.S. JOB NUMBER: 18-254 5 5mO U z Z 0 N o- h Q Z %' CDX PLYWOOD SHEATHING W/10d RING SHANK NAILS g 6' O.C. (4' m PERIMETER) H m 12 4 � z 0 Im PRE-ENGINEERED PRE-ENGINEERED 0 WOOD ROOF TRSSES WOOD ROOF TRUSSES 24 O/C. 1@ 24' O/C. O HURRICANE HURRICANE STRAP STRAP SEE PLAN. SEE PLAN. O ELEV: +22'-0" U T/ PCL_ O :. 2'x4' LATERAL U' PCL-2 BRACING PCL-2 ' .. 0 3 -0 ° (SEE PLAN 4 (SEE PLAN 8 -ol O.H. • . ,'• SCHEDULE) SCHEDULE) OH Lu GONG. COLUMN '/2'CDX PLYWOOD SHEATHING (BEYOND) �/2" CDX PLYWOOD SHEATHING O W/10d RING SHANK NAILS MIN. 8'XS" CONC. CAP W/10d RING SHANK NAILS u a 6' O.G. (4° PERIMETER) 9 6' O.C. (4" 9 PERIMETER) ,� UJ/2 *5 CONT. ELEV: +18'-0' ce T/ WINDOW SILL GONG. COLUMN • (BEYOND) u MPAI CLIP AS 8' MASONRY WALL W/ 05a32° _ MFR BY USP; O/C. IN 3000 PSI GROUT Q V CDX PLYWOOD SHEATHING FILLED CELLS W/ STD 900HK. W/10d RING SHANK NAILS MIN. 8'X8' CONC. CAP 6' O.C. (4' a PERIMETER) W!2 '� CONT. ELEV: +15'-0" >- + `n ELEV: +14'-8l • f` T/ WINDOW SILL p ,••� 12 PRE. -ENGINEERED 4� . , T/ GONG. BEAM 2'x4' PT BLOCKING 8" MASONRY WALL W/5632° O/C. IN 3m00 PSl GROUT - > w WOOD ROOF TRSSES 6 24' O/C. . ; BETWEEN TRSSES W/(3)Y4'm 3 /4 .CDX PLYWOOD SHEATHING • FILLED CELLS W! STD 90 NK .. TAPCONS W/10d RING SHANK NAILS HURRICANE • w STRAP —PROVIDE (U TA16 ST PR DE RAP PROVIDE (1) TA16 STRAP 6i 6' O.C. (4' 10 PERIMETER) ELEV: +13'-m" `� SEE PLAN. EACH TRSS AS MFR BY USP FL 859 Wl5)10dx1 %z" NAILS. EACH TRUSS AS MFR BY USP LEDGER T/ GONG. BEAM ELEV: +12'- 5<1 FL 859 W(5)10dxl y' NAILS. TYPE 'B' --------- T/ GONG. BtJAi f ..• :.: CONC. BEAM HURRICANE 411 (SEE PLAN 8 STRAP p SCHEDULE) SEE PLAN - 2'x4" HURRICANE HURRICANE— O.H. 1� 2a CDX PLYWOOD SHEATHING LATERAL LEDGER BRACING TYPE A STRAP STRAP SEE PLAN. } r SEE PLAN. W/10d RING SHANK NAILS o 6 6' O.C. (4' 6 PERIMETER) 2'x4' PT BLOCKING 2'x4' LATERAL C — — - � CONC. BEAML CDX PLYW#VD SHEATHING ' W/10d Rltg SHANK'NAILS 'BETWEEN TRUSSES LEDGER 2°x4' LATERAL TYPE 'A' BRACING LEDGER TYPE 'A" CONC. BEAM BRACING (SEE PLAN dL — — — _ — _ (SEE PLAN PRE -ENGI> WOOD ROC W/(3)y'4'O TAPCONS C Q 6' O.C. lte PERIMETER PRE-ENGINEERED 24' SCHEDULE) PRE-ENGINEERED 24° FLAT WOOD TRUSSES — — — SCHEDULE) g 24" O/C: GONG. BEAM C " � (SEE PLAN e FLAT WOOD TRUSSES g 24' O/C. 6 24' O/C. — — — FLAT WOODTRUSSES SCHEDULE) TRUSS GIRDER C — — — (BEYOND) L, LLI ,u 6TEEL COLUMN GONG. COLUMN STAIR BY OTHERS. GONC.GOLUMN c (BEYOND) (BEYOND) CONTRACTOR TO (BEYOND) SUBMIT 545 SLOP r.] -� DRAWINGS FOR REVIEW AND APPROVAs > PRIOR TO O FABRICATION. O p 4 z" EXPANSION JOINT U STEEL COLUMN MATERIAL Z 4' GONG. SLAB REINF ' EXPANSION JOINT 4' GONG. SLAB REINF W/ 6x6-W1.4xW1.4. WWF (BEYOND) 4" GONG. S m W/ 6x6-WL4xWl.4 WWF MATERIAL #4-912' OVELR(o MIL BARRIER 04612 W/ 6x6-WI.4 OVER WELL x12'-8 (7) " L COMPACTED OVER WELL ELEV: ±m'- COMPACTED FILLED, xl2'-8'(T) Tq COMPACTS T/ GONG. B v •. -Y �,K'� :�:a.-R' - - 'i.�• JcrT.11r� - �s-..' K� 4" • .... :y (1 ..� • -_ ..1� - •. •- k.•r _ V a ... •. . Rom. —i✓ k,�riL!K • ■�L..Krri ..�., ... � .•k . A z ateM/Xx (I'S CONT.— T.E. CONC. FOOTING. CONC. 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JOB NUMBER: 18-254 S=6mO _.,. \ \`` _ 1 .41 see U Y- • : • • • • m - •:. • • • V Z Z_ F AR -CHI CTLIRE o_ _ N PLAN LLC 1-11 AA26001717 AR0017144 z 6356 MANOR. LANE 0 SUITE 105 m SOUTH MIAMI, FL. 33 143 T. 786:253.5530 0 E• JUAN@CASTILLO ARCHITECTURE,NET ^� 5 Z /a' CDX PLYWOOD SHEATHING O ' W/106 RING SHANK NAILS m 6" O.C. (4" m PERIMETER) m PRE-ENGINEERED 1 T S cn WOOD ROOFTRUSSES E 24' O/C. d 12 O - HURRICANE 4 Z STRAP O SEE PLAN. U T/ PCL Z O .• PCL-2 O 3 -0 (SEE PLAN SCHEDULE) M O.H. • 0 iiz" CDX PLYWOOD SHEATHING •• u W/10d RING 5HANK NAILS .. m 6" O.C. (4" s PERIMETER) Q cG OCD W l ON CONC. COLUMN V (BEYOND) wj Q _ %" CDX PLYWOOD SHE�THING ►--.h W/10d"RING SHANK NAILS rU 6 O.G. (4 9 PERIMETER) MPAI CLIP AS MIN, 8'X8' CONC. CAP cn F- PRE-ENGINEERED MFR BY USP W/2 05 CONT. r _ AI C A MPAI CLIP AS U'� MP LIP S WOOD ROOF TRUSSES 5 " " U 5 II /a CDX; PLYWOOD SHEATHING EL1=V: +15'-ID � MFR BY USP MFR BY USP /s. CDX PLYWOOD SHEATHING � 24 O/C. 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FOOTING. (SEE PLAN e SCHEDULE) T.E. p p z d � 4 CONC. FOOTING. H p (BEYOND) U< �I&ECT110N 5 C ItIOI �I p DATE: 07.21.2018 w vC,4LE: 1/2" =1'-�° S-S SCALE: 1/2' = V-0" DRAWN BY: AS SHOWN _ u� CHECKED BY: A.S. JOB NUMBER: 18-254 - N � vQ) Q O z Sm8m0 -------------------------------------------- ------------,� \\ MAIN 4 METER I . i I I � CAI i I I ' o Wf-/C-X-1 ----------------------------------------------------------------------- � I • I IL' Z v Z Z G E ° ZLLJ ° �] -, u . . as: . . . .r . . • 00 a 9 FAA .... . • • • • • ARCHI UR:E PLAN LLC. -AA26001717 ------------------------------------------- - ----------------------------- I AU017144 6356 MANOR LANE SUITE 105 SOUTH MIAMI, FL. 33143 cABANa -T:786.253.5530 BATH �---------------- �i----------- 8'-8"X5'-0" i PANTRY � i J I E: JUAN@CASTILLO W.I.C. I AR.CHITECTUR.E.NET ,46 BATH 5 8'-4"X5'-0" 5'-8"X5'- ' I 88X50 � TOooREDI F PNL",4° 2i I I I I I I I I I COVERED TERRACE 9'-4"X31'-4" I I I I I I I I I I I I I I i I � I i I I i I � I ' I ' I , I � I I ' I , i ❑I I .�� WP/CsFI J° NORTH L.U° fl uQ Q V DATE 08-21-18 CALE: AS SHOWN U DRAWN BY: I— Boa: ova-o�4 CHECKED BY. o GUERRERO/GONZALEZ JOB NUMBERS 18-254 ENGINEERS, INC. Li U Michael C. Guerrero, P.E. Mechanical Eng. Lic. J15235 y� - Ll O Rafael L. Gonzalez, P.E. Ekctrioal Eng. Lic. #11057 780 TAMAMI CANAL R0. Miami. Florida 33144 C I— Tel. (305) 262-3944, Fax (305) 2 -821 E-mail: PROJECf50GUERRER000N OM CAS 0007612 11q U LL U d V Z Z N 0 2 Q z 0 Lu m 0 z 0 n f- 0 0 z 0 z 0 u z 0 u 0 G LJ O 2 t!l N Lu z u W u Lu Lu - > uj 0 u- 0 Q u f•- L� U L� O L1 O r" 0 0 z Q v z 0 Cn i 1-- J� �o U u.. Z cn zu zz CQ or" Zr) Q� SECOND FLOOR POWER PLAN �° NORTH Y. / } - L< U 0 � e - _ �Q u� �vo � - v o� 06000 • • • • • • • • • • • i • •••i e s • e SCALE: 1 /4" = V-011 J08 #: 018-074 GUERRERO/GONZALEZ ENGINEERS, INC. GEMichael C. Guerrero. P.E. Mechanical Eng. Lie. #15235 Rafael L Gonzalez, P.E. Electrical Eng. Lic. #11057 780 TAMIAMI CANAL RD. Miami, Florida 33144 Tot. (305) 262-3944. Fax (305) EC262— 11 mai: PROJECTSOCUERREGI GD07612 i�� AR:CHITECTLIR.E PLANN�� LLC. AA26001717 AR0017144 6356 MANOR. LANE SUITE 105 SOUTH MIAMI, FL. 33143 T: 786.253.5530 E: JUAN@CASTILLO ARCHITECTURE.NET SEAL: JUAN A. CASTILLO REVISIONS: DATE: 08-21-18 SCALE: AS SHOWN DRAWN BY: CHECKED BY: JOB NUMBER: 18-254 E-2 I U ¢ m Z AR:CHI -CTLIR.E N 0 PLAN TLC. z AA26001717 - AR0017144 Z p 6356 MANOR LANE ---------------------------------------------- -' ,Ou��G�FZWnp'cFUU_IU�OLwIU1=m�HZ-z"Z-�—.-✓-�-7a-' ' -,1{i,iI1II,IiII - -_-----_-- p�I-IL- -�-Lj-- OIIIlII,IIIII ;IIIi IB $sn18 lII II / \ \ \ -----,I,Ij'i,iIIIIIi{iIIII II I rIIi;III fII'IIIIiII II ' ,ijI1IIIIIIIII,iIIIIIL iI 1 iI IIILIIIlII';i ' ----------------- OO�FnniL�W\JJ.J_-j++. � --TS� .-"U,• UTH ITE 1.j-05 --------------------------------- MIAMI, F L OM�NwW. ./3 3MQ�M1 „4y 3 © T:786.253.5530 E: JUAN@CASTILLO FAd ARCHITECTURE.NET O`�BATHS p BATH 4 Ct-4"X7-2" -4"XT-2, zo BEDROOM 4 12'-O"X13'-2" BEDROOM 3 12'-0"X1 T-2" -----------=--------------------------------- W.I.C. �-4"X5,- p----------------------- LLj ---------------------- --------- L I---------------------------------------------------- _ - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - VP l< /] - - - - - - - - -- - - - - - - - - - - - - - - - - ------- --- - - - - - - QMASTER ¢ MASTER W.I.C. OPEN tO w BATHI 1 601-ax8-BELOW d-4"X15-0 --- pN �w ►—+=�LAUN Y 0 521 LA, - 1523 L--------- ' --- 00 Ln _ 23 DN. (�¢ BEDROOM2 --------------------MASER------ --.- 0 SI) 12'-0X3-2" BEDROOM C-4"X5-8" 18'_8"X14'-4,B21 MMLA LLJ --------------------- u I I - 521 UOc--------------- BATH 2 ❑-4"X7-2" SEAL: p7Z ---------------- ---- -4- - - - _ m H JUAN A. CASTILLO j Ce p Z REVISIONS: z op Z ¢_� Lu¢ � p N -_ u ORTH L Q z ¢_ u �u p DATE: 08-21-18 SCALE AS SHOWN ¢ U DRAWN BY: �- JOB #: 018-074 CHECKED BY: µ o N GUERREROIGONZALEZ JOB NUMBER: 18-254 H U ENGINEERS, :INC. C. U ~• Michael Guerrero, P.E Mechanical Eng. Uc. #15235 E ' L u t Rafael L Gonzalez. P.E Electrical Eng. Uc. #11057 780 TAMIAMI CANAL R0. Miami, Florida 33144 E 2L ;Z Tel. (305) 262-3944. Fax (305) '262-8 1 E-maI P'01ECTSOGUERRER000NZALEZ GI OM - CAS 000761Z CtT7 L✓ Q V Z C.L. 3 z 0 N 0 cA w Z n s G V) O f-- C m 0 O U c� 1— O U z u 2 12o/2aov PANEL "An 200A M.L.O. 1PH3W SURFACE MTD BRANCH CIRCUITS LOCATION WIRE AND CONDUIT TOTAL BREAKER TRIP CKT NO. CKT NO. BREAKER TRIP TOTAL WIRE AND CONDUIT LOCATION V.A V.A COVERED TERR. C14-1/2"C 1P-15 1 2 1P-20 1500 [112-1/2"C DINING REC. 3 4 1500 APPLIANCES 5 ❑ 1500 APPLIANCES COVER/ENTRY 7 8 1500 REFRIGERATOR SITTING 9 10 1000 DISHWASHER SITTING 11 12 800 G. DISPOSAL LIVING ROOM 13 14 1500 MICROWAVE LIVING LTG 15 1❑ 1500 FREEGER DINING LTG 17 18 1500 WINE KIT. LTG 19 20 2P 0000 2=1 EB RANGE CABANA AC 21 22 50 CD00 1 dB GRD-1 "C STUDY 23 24 2P 5500 2D1-1"C AHU 1 STUDY 25 2❑ 00 5500 FIO KW❑ BATH REC D12-1/2"C I 1 1P-20 27 28 2P 2100❑ 2DS 314"C C.U. 1 GARAGE ED0 29 30 40 [21003 G.OPENER 000 31 32 2P 5000 3C1iD1® PNL FLOODS 1500 33 34 100 1 5000 GRD-lX"C S. BBO REC 1500 35 3U 1P-20 SPARE BB❑ REF 1500 37 38 SPACE SPARE 39 40 SPACE 41 42 982 S.F. 594❑ SUBTOTAL 1014❑ TOTAL =4544❑ 35300 SUBTOTAL w ce OD:AFCI C/B DEMAND LOAD = 34.440KVU 0 an ON TIMER A/C ❑ 1000= 4200 "- GFI HEAT ❑ E5❑=7150 w C z H u w F- z U Q w w RIM w Q H U 0 w w 0 w V w w N w U w G J w Q 1201240v PANEL "B" 200AM.L.O. 1PH1W SURFACE MTD BRANCH CIRCUITS LOCATION WIRE AND CONDUIT TOTAL BREAKER TRIP CKT NO. CKT NO. BREAKER TRIP TOTAL WIRE AND CONDUIT LOCATION V.A t V.A LAUNDRY D12-1/2"C 1500 1P-20 1 2 2P 5500 2D4-1"C AHU Nd2 BED NU2 014-1/2"C 1500 1P-15 3 4 E 5500 [10 KW❑ 2 5 ❑ 2P [20003 Z-8-3/4"C CU Na2 3 7 8 40 120000 3 F1 9 1 10 1P-20 012-1/2"C BATH REC 4 11 12 1 P-20 Fi 012-1/2"C BATH REC 4 1113 14 2P 2500 3010-1/2"C DRYER MASTER BED 15 1 ❑ 30 2500 W/GRD. 17 18 1P-15 014-112"C CORRIDOR/SD 19 20 SPARE if El 21 22 MASTER BED 23 24 SPACE 25 20 SPACE 27 28 29 30 31 32 33 34 35 3❑ 37 38 39 40 41 42 1 C225 S.F. 41:11® SUBTOTAL 7Sm TOTAL =23,�IIDD 10D00 SUBTOTAL PANEL 'A' LOAD CALCULATONS GENERAL LIGHTING (3W X SOX) = 5946 SMALL APPLIANCES (150OW EA.) = 4500 LAUNDRY = ---- TOTAL = 10,446 FIRST 3000 0 100 % _ " 3000 7,446 035 % = 2606 TOTAL = 5606 4 OR MORE APPLIANCES 7800 075 % = 5850 RANGE LOAD ( TABLE 220.55) = 8000 DRYER LOAD ( TABLE 220.54) _ --- HEAT—A/C 0 100 % = 11,000 OTHER LOADS 0100 % _ 1200 TOTAL = 31,656 (132A) PANEL V LOAD CALCULATIONS GENERAL LIGHTING (3W X SQ.F) = 4866 LAUNDRY 1500 TOTAL = 6366 FIRST 3000 0 100 % = 3000 3366 0 35 % = 1178 TOTAL = 4178 4 OR MORE APPLIANCES 0 75 % = ---- RANGE LOAD ( TABLE 220.55) = ---- DRYER LOAD ( TABLE 220.54) = 5000 HEAT —A/C 0 100 % = 11000 OTHER LOADS 0 100 % = 1500 (FUT POOL 0 100% = 10,000 TOTAL = 31,678 (132A) !••S ••• • e ••NSe !!e •e• • • e • N • • • 0 • • • :N• • • • • • N • • N •e • • e • • N • • • N • • • •SSN SOON• NO! •••r !••• • • • • • • • • • ! e •s•• • •!e•N a •!! • •!•• • �J-�y 1 ICI Vfi7� I VV 1 ��J I. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE 12. PROVIDE TYPEWRITTEN SCHEDULES FOR ALL PANELBOARDS. NATIONAL ELECTRICAL CODE (2014) AND FBC (2011-6th EDITION). 2. COORDINATE ELECTRICAL SERVICE W/FLORIDA POWER AND LIGHT 13. A/C EQUIPMENT WIRING, BREAKER AND RISE SIZES ARE BASED ON COMPANY. A/C EQUIPMENT SPECIFIED ON ORIGINAL CONTRACT DRAWINGS. CON- TRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER 3. ALL TELEPHONE RELATED EQUIPMENT PER TELEPHONE CO. AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE AND ANSI/£IA/TIA-510 REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE. 4., ELECTRICAL INSTALLATION DESIGN OF THIS PLAN IN IN COM- CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA PLIANCE AS SET FORTH BY STATE OF FLORIDA STATUTES MODEL COST. HACR CIRCUIT BREAKERS MAY BE USED IN PLACE OF FUSES. USE ENERGY EFFICIENCY CODES. NON -AUTOMATIC SWITCH FOR A/C COND. DISCONNECT. (COMPLY W/NEC 110-26) 5. THE CONTRACTOR WILL EXAMINE THE JOB SITE AND DETERMINE FOR 14. RUN NOT MORE THAN THREE PHASE CONDUCTORS (A,B,C) PLUS NEUTRAL HIMSELF PRIOR TO SUBMISSION OF BID EXISTING CONDITIONS. AND GROUND IN ONE CONDUIT UNLESS SPECIFICALLY NOTED. 6. ALL ELECTRICAL WORK SHALL BE PERFORMED,BY A LICENSED ELECTRICAL CONTRACTOR IT WILL BE HIS RESPONSIBILITY TO 15. PROVIDE GROUNDING CONDUCTOR (5) FOR THE ENTIRE LENGTH OF NON SECURE AND PAY FOR ANY PERMITS, CERTIGATES OF INSPECTION, METALLIC RACEWAYS RUNS. PROVIDE GROUND BUSHING AT EACH END OF AS REQUIRED. RACEWAY TRANSITION TO METALLIC RACEWAYS. THE GROUNDING CONDUCTORS 1. SUBSTITUTE MATERIALS EQUIPMENT OR METHODS SHALL NOT BE SHALL BE TERMINATED IN THE GROUND BUSHINGS MADE WITHOUT APPROVAL OF THE ENGINEER 1F THE USE OF A SUBSTITUTE REQUIRES ANY CHANGE IN WORK THE NECESSARY FOR 16. WHERE EMERGENCY (BATTERY BACKED UP) EGRESS LIGHTING. EXIT AND/OR SUCH CHANGE WILL BE BROUGHT t0 TH£ ATTENTION OF THE I IRE0-t10NA1 SI NS ENCs - D G ARE SHOWN, PROVIDE THE FALLOWING: NEEP- AND IF APPROVED, SHALL BE MADE AT NO COST TO THE OWNER a, AN UNSWITCHED WIRE (SAME CKV t0 BE USED AS POWER AVAIL151LITY OW REFERENCE. IF FIXTURE(S) ARE SWITCHED DIRECTLY FROM A C/B, CONNECT S. CLEAN UP SUCH TRASH AND DEBRIS GENERATED BY THE WORK AND THE UNSWITCHED DIRECTLY FROM A C/B. CONNECT THE UNSWITCHED WIRE LEAVE COMPLETED WORK IN A CLEAN, UNDAMAGED, AND FINISHED FROM ANOTHER C/B (SAME PHASE). CONDITION READY TO RECEIVE WITHOUT FURTHER PREPARATION, UNLESS SO SPECIFIED IN OTHER SECTIONS, ANY ADJACENT OR 11. PROVIDE ARC FLASH WARNING LABELS PER NEC 110,16 ABUTTING WORK TO BE PERFORMED BY OTHERS. S. MATERIALS, APPLIANCES, DEVICES AND EQUIPMENT SHALL MEET 18. RIGID GALVANIZED FOR: UNDERGROUND/FLOOR SLABS/EXPOSED WITH THE REQUIREMENTS OF UNDERWRITERS' LA15ORATORIES AND UP TO OFT. ABOVE GROUND/TRADE SIZE 2" AND ABOVE, SHALL BE NEW AND THE LATEST STANDARD PRODUCTS OF MANUFAC- EMT: INDOORS IN CONCEALES AREAS(PATITIONS/ABOVE CEILING) TURERS REGULARLY ENGAGED IN THE PRODUCTION OF THE ITEM, IS. LOCKING RECEPTACLES IN DAMP LOCATIONS SHALL BE LISTED UNLESS OTHERWISE INDICATED. LIKE ITEMS SHALL BE THE PRO- WEATHER-RESISTANCE(IN ADDITION TO PROVISIONS OF THE REQUIRED DUCT OF A SINGLE M,4NUFAGTURER TYPE OF COVERS) PER NEC 406Z(A) 4 (13). 10. ALL CONDUCTORS SHALL BE COPPER AND RUN IN CONDUIT. WIRE 20. ELECTRIC MOTORS MUST HAVE MINIMUM NOMINAL EFFICIECY AS SPECIFIED SIZE SHALL BE THWN UNLESS OTHERWISE NOTED ON PLANS. PROVIDE IN TABLE 505.1.5 GROUND CONDUCTOR PER NEC ARTICLE 250-122. 11. LOCATION OR OULETS IN ELECTRICAL DRAWINGS IS DIAGRAMMATIC: 21. NON -LOCKING RECEPTACLES IN DAMP LOCATIONS SHALL BE LISTED CHECK MANUFACTURER'S DRAWING FOR EXACT LOCATION OF OUTLETS. WEATHER RESISTANT(IN ADDITION TO PROVISION OF THE REQUIRED TYPE OF COVERS) NEC 406.8(A)4(5). LINE SIDE 120Y OF SWITCH SWITCH SWITCH LEG PHASE CONDUCTOR LOAQ TABULATION 6MOKE DETECTOR PNL "All 132 COMBINATION METER (400A) CONNECTION DETAIL NTS. MAN (U 2P-200A NO S: PNL "B" - 132 MAN (2) 2P-200A 1-91OKE DETECTOR SHALL 5E HARDURED (110 VOLT TYPE) 264 ,4 WITH BATTERY BACK-UP AND SHALL BE CONNECTED 3r3,1�6 GRD. TO A BEDROOM CIRCUIT PROTECTED 15Y AN ARC -FAULT TWIN (CU)-11'4"C CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH WIT SHALL 15E INTERCONECTED(AFCI PROTECTED) PNL" PNL FNL INTERSYSTEM BONDING O ■ 'B' 'A• 'S' 2-SMOKE DETECTOR SHALL 5E LOCATED AT LEAST 3FT. FROM TERMINATION (WO 250-S47■ MLO MLO MLO ANY A/C DIF 46"ATHROOM DOORS AND WITHN 20FT. OF COOKING APPLIANCE BE OF A PHOTOELECTRIC TYPE. 3-THE MOUNTING AND LOCATION OF WIT SMOKE DETECTORS SHALL COMPLT UAT14 NFPA 12 SEC2-5216 . CEILIWs MOUNTS NOT LESS THAN 4' FROM A WALL AND WALL MOUNTS AT LEAST 4" 03/0 1% GRD. THAN (CU)-2'C PANEL LOADS TO BE FROM CEILING AND NOT MORE THA 12 TO TOP OF DETECTOR DETERMNED BY OWNER (10 KW) �3/0, I ll6 GRD- iHWN lCU>-2eC 3 %W MC11 THWN (CU)-3'C 41/0 (CU) - 3/4'C II-5 � AD m2ni 10 Ft LONG b d CWP (FETAL) BLDG. STEEL. FONDATION ELECTRICAL RISER DIAGRAM NTS NOTES: I -MAINTAIN 2 FT. CLEAR HORIZONTALLY . ON PIKE WALLS. 2-MAINTAIN 41/2 FT. CLEARANCE BETWEEN . BOXES IN GARAGE CEILING. 3-1N ALL AREAS SPECIFIED IN 210-52 ALL 125V-15A AND 20A RECEPTACLES SHALL BE LISTED TAMPER -RESISTANCE RECEPTACLESINEC 406.12) 4-PROVIDE ARC -FAULT PROTECTION PER NEC 210.12(A) .SEE PANEL SCHEDULES. S-EGRESS STAIRS ILLUMINATION SHALL COMPLY WITH FLORIDA BUILDING CODE (FBCR 303.1) MIN. RFC 0 FLOOR LEVEL. 6-LIGHTING SHALL COMPLY W/FBC R404.1 NEC 410-16 .19% OF THE FIXTURES SHALL BE HIGH EFFICACY LAMPS. 1-LIGHTING IN THE THERMAL ENVELOPE SHALL BE IC R ATED AND MEETING ASTM E283 FOR LEAKAGE LABELED. AIR TIGHT AND HOUSING SHALL BE SEALED 4 GASKETED OR CAULK TO CEILING OR WALL. R4024 LEGEND 0 SPECIAL RECEPTACLE OUTLET 02 DUPLEX RECEPTACLE OUTLET 15A, 125V 6- SIMPLEX RECEPTACLE OUTLET 15A, 125V Q DUPLEX FLOOR RECEPTACLE, 15A, 125V /r EXHAUST FAN COMBINATION FAN/ LIGHT CEILING LIC:I-ITNCs FiXTURE ® FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. I.O WALL MOUNTED LIGHTING FIXTURE i--0-1 UNDER CABNET FLUORESCENT LhSWING FIXTURE V FLOOD LIGHT O CEILING MOUNTED LIGHTING FIXTURE v LIGHTING PANEL I? FUSE OR DISCONNECT SWITCH 4 TELEPHONE OUTLET ® TELEPHONE OUTLET t3 TELEVISION OUTLET Eo NI -HAT L- PUSHBUTTON © C4M t WALL SWITCH 15A, 125V 43 THREE WAY TOGGLE SWITCH 44 FOUR WAY TOGGLE SWITCH SAFETY DISCONNECT SWITCH p JUNCTION BOX FAN (J� FAN AND LIGHT(3-111IRE CKT) GPI GROUND -FAULT INTERRUPTER WP WEATHERPROOF ® SMOKE DETECTOR ® C,4RB0N MONOXIDE ALARM W/BATTERY COMBINATION CARBON MONOXIDE ALARM AND SMOKE DETECTOR SHALL BENR LISTED OR LABELED JOB #: 018-074 GUERRERO/GONZALEZ ENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Uc. #15235 Rafael L Gonzalez, P.E. Electrical Eng. Uc. #11057 780 TAMIAMI CANAL RD. Miami, Florida 33144 Tel. (305) 262-3944. Fax (305) 262-8 11 E—mail: PROJECTSOGUERREROGONZALEZ GIN CA# 0007612 i�� ARCHIT-ECTUR-E PLANN't� LLC. AA26001717 AR0017144 6356 MANOR LANE SUITE 105 SOUTH MIAMI, FL. 33143 T: 786.253.5530 E: JUAN@CASTILLO ARCHITECTURE.NET M M Q 0 C� w Z Eliw LLJ Ln Z � L W Q CD 2 C� C. N 00 L 1 SEAL: JUAN A. CASTILLO REVISIONS: DATE: 08-21-18 SCALE: AS SHOWN DRAWN BY: CHECKED BY: JOB NUMBER: 18-254 E-3 . e • . ... . . ..... .. . 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EQUIPMENTrSLA&------------------------------------- REF LINES i \` I i � I CU01 CU42 \ (4 TONS) (4 TONS) i I -------------------------------------------- , I� �I GROUND FLOOR HVAC PLAN SCALE: 1 /4" _ 1 i'_0v1 JOB #: 018-074 GUERRERO/GONZALEZ ENGINEERS, INC. Michael C. Guerrero, P.E. Mechanical Eng. Uc. #15235 Rafael L Gonzalez, P.E. Electrical Eng. Uc. #11057 780 TAMIAMI CANAL RD. Miami, Florida 33144 Tel. (305) 262-3944. Fax (305) 262-8 1 ARCHI CTLIRE PLAN LLC. AA26001717 AR-0017144 6356 MANOR LANE SUITE 105 SOUTH MIAMI, FL. 33143 T. 786.253.5530 E: JUAN@CASTILLO AR-CHITECTUR-E.NET SEAL: JUAN A. CASTILLO REVISIONS: REV-1 11-18-18 B.DC BY GG DATE 08-21-18 SCALE AS SHOWN' DRAWN BY. CHECKED BY: JOB NUMBER- 18-254 M - 1 • . . 0 00 0 0.0 FAd l_lJ Veee 0066: 00000 :00*0 :0000 00 V . e . . • . . Z .e•e • •••.• • •r• • ••.• • r" o ARCHI CTLIR.E Uj o PLAN LLC. �� ----- -- -� F__ --------------------- ---------------------- �------------------ AA26001717 ---------------- ------------------------------------------------------------------------------- 1 AR0017144 Z , I I \ 4" 0 GMD ' UP TWIRL! ROOF W/GAP � LS 6356 MANOR LANE 0 � I I I I SUITE 105 Ins SOUTH MIAMI, FL. 33143 _Oc' CABAbNnA� _- =6X ,IW BATH Us Ram--------- - W H T: 786.253.5530 iiW.I.C. JUAN@CASTILLO % wi�A s PANTRY EF-I ARCHTECTURE.NEET Z BATHS 7G1 4n¢ '" CM PT/GA < 5 /' SXfo,lw ' 1 I X6,IW p COVERED I I IGIO I I TERRACE-----------� I o O ------- � I '� O' w \ --- --- ZO \\\ /�. ,' KITCHEN HOOD i w \ W/ KEF 0 I U- 2 CAR GARAGE STUDY/ i W /�� 0 Zp iIII1I `1 1:1 200 CrM BEDOROOM 5 KITCHEN/ 12Xst ,w COVERED BREAKFAST TERRACE I �o>' w BB.0 HOOD w/ KEF � Q E ----------------- 11` 0 # L) OCOVERED ------0----- i�O O TERRACE R_________-� O�ad .. G I //'\�� i XS I J LLjI , , \\ 0 I Q `e i / �\ ° \ C I TD *X4 i N ------------------------------- ---- I I r--------- w 6/1% DINING f/i, ROOM lb) LINEAR ASP CSW) ` A 1 LINEAR ASD , I i.- (2) SLOTS,I" WIDE I ---------------------------------------------------------------------, j I I 41 LG, 50 C" ,� I USED FOR R/A _ 1/i �} FM/FT 1(2) -I" SLOTS 1 T 200 CFM TOTAL I (FT LG (IN CEILINCx) I /, I w Q O / I GLASS Up ,U I �,_�,� r i I WINE ENCL. r--- w I.- �-% I COVERED i i i 1--------- COV RED > O * 0 i TERRACE 0 ; ; L------ FOYER --- w � I ` LINEAR ASD i-------� mBL. HEIGHT❑ I ,n r I N USED FOR R/A I -------- \ Ln (2) -1" SLOTS I ----------\� i 00 cG , 36 FT LG , � I r� .\ I I W (SECTIONS OF 6 FT) R I j i----- ---i �\ I V _ : _ _ � O \ 1 \ Q LIVING I L---------- - ---- O Q ' ROOM XX I Lj- O '/lX 1 I t u ,�� i 0 0 p I w V w i ^ / N �,� FULL H00 Q , , 0 HGT. Q o 0 24"D. i 'S o_ BOO SITTING Uj w u ' O O N SHELFROOM COVERED F o iz- ,,, ' RRACE LU I 1 / U 1/, L-----------------------0-------------------J 0 G"----------------------------------- I. J Q �\ 24/10 i Cl) -> I o r11-1C.U. EE-UIPMENTr6t36&------------------------------------ SEAL' O REP LINES / I \ Q I / \ Z CUM CU01 n (4 TONS) (4 TONS) I I JUAN A. CASTILLO O'//---------- `\ --- y REVISIONS: zu Zz 00 z wQ GROUND FLOOR HVAC PLAN SCALE: 1/4" _ 11-011 �° NORTH �o �Z u< • o DATE 08-21-18 SCALE: AS SHOWN DRAWN BY: i- JOB #: 018-074 CHECKED BY: o ENG NEERS/GNCZALEZ JOB NUMBER: 18-254 z V U Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 Q Rafael L Gonzalez. P.E. c u E Electrical Eng. Lic. #11057 Q = 780 TAMIAMI CANAL RD. U t - Miami, Florida 33144 Tel. (305) 262-3944, Fax (305) E—mail: PROJECTSQGUERREROG EN G EERS.COM CA# 0007612 z� zz 00 z Q� --t U U Q w k=- Ca 4 \w W r w Q c.7 r1 Q HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR x FIRE DAMPER (6) x SMOKE DAMFER(S) x FIRE RATED ENCLOSURE x FIRE RATED ROOF/FLOOR CEILING ASSEMBLY x FIRE STOPPING x SMOKE CONTROL x ATTACH SUPPLY PLENUM W/STEEL ANGLE 1"X1"XI/8" AT FRONT OF AHU PER 603. SEE CONNECTION DETAIL SUPPLY DUCT WA 0+ DUCT / (WHEN APPLY) / HVAC LEGEND ® SUPPLY AIR DIFFUSER FLEXIBLE ROUND DUCT RETURN AIR GRILLE � SPLITTER DAMPER QT THERMOSTAT DUCT RECTANGULAR FAN CROOSSS EEICRTIO ` __. FIRE DAMPER �CTIODUGTN RECTANGULAR O SMOKE DETECTOR TURNING VANE ® OPPOSED BLADE DAMPER �{ VOLUME DAMPER N LINE ELECTRIC STRIP HEATER VOLUME DAMPER AT TAKE OFF MOTORIZED DAMPER OPEN DUCT N CLOSET I �� I 14 —� (WHEN APPLY) 4\\, (SEE M-1) , I PERFORATED CAP FOR I 1 VENT, 12" HIGH 1 = CEILING 3/4" CONDENSATE I i PARTITION DRAIN w/ 3" TRAP I = SECONDARY UNION AND CA TO j = I ORAN GREEN AREA FLOAT SWITCH GALV. STEEL I I PROVIDE 6" CLE A W.U. SUPPORT ALL AROUND AHU (SELF -STANDING) 1 i R/A DUCT ATTACHE NO COMBUSTIBLE 1 i i RN TO PLENUM (WHEN APPLY) MATERIALS WITHIN 1 I A.H.U. ROOM , R/A THRU i = LOUVER DOOR -1- � I WHEN APPLY Ljj FLOOR REFRIGERANT LINES 5• TO OUTSIDE CONDEN NG I 2"A/C C C.O. C.. D UNIT 4" PVC SLEEVE UA/C AIR HANDLES UNIT INSTALLATION DETAIL NO SCALE �IOxIii4" SHEET FIBROUS GLASS DUCT METAL SCRE 21/2" SQUARE WASHERS -223AUGE SHEET METAL, 12" MAX O.C., MR 2 PER SIDE SCREpWQ, Pt� RIVET GPM CLOSUQU�&DANCE LANCE DUCT PLENUM AND EQUIPMENT CONNECTION DETAIL NTS SUPPLY ,SIR FITTING AT ,4.1•-I.U. SCALE: KTA. D.AAMCPER LOW PROFILE GALVANIZED R SELF FLASHING ROOF CAP FLASHING --- CURB 8" MIN I ROOFING- III,,. 1- �- 6 ROUND ELBOW CONNECTING WITH THE EXHAUST WALL I I I STEEL NST. ' TELESCOPIC G , CHIMNEY FLUE WALL 6 ROUND DUCT <6' ' 9'> FILTER 24" to 30" countertop ST . STEEL HOOD to bottom of ventilation hood SCREENED OPENING. SELECT FIL GOOSENECK OVERFLOW WHEN REQUIRED 30 LB. ROOFits GRADE FRENCH DRAIN FOR UP t0 3' x TON x 6uDEEP PEA ROCK— 11 CAPACITY OF 266 GALLONS BALLAST ROCK 9 �1-L2p"pCO. �PIPE `5p1AgqL1��iE-� F,4BRTC FILTER CONDENSATE l=iRENC:H DRAIN DETAIL N.T.S. EXHAUST KITCHEN DETAIL SCALE: N.T.S. CENTRIFUGAL SOUND INSULATED FAN INSIDE HOUSING HOUSING —WOV ABLE - +• * •••• •-•• -• •e•e• •e• •e• • • • • • • • • • • • • • • •••e• •e• ••• • • • •••• • e • • • • •e• • • _ • • • • • • • • • • e - - ••• ••• --• • •ee • AIR CONDITIONING SCHEDULE ( CARRIER INFINITY ;DIES) ,•• ; UNIT MANUFACTURER NOM. MOM. ESP N HEATI HEATER FAN MIN. MAX. COOLNG CAP. S/T O/A DIMENSIONS 'LIN>~S I AND MODEL NO. TONS CFM m KW e • fiLE SEFA I • REF MODEL AMP FLAA4P AMP. AMP • - IN� - GPM Ubd-XI4 ILIQ SUCT LBS, AHU• 142 CARRIER-FE4AN5006L00 vOLTB/F'f{Mz SEER TYPE 1600 (OR APMWVW Ma M EQUAL)---- ---- ---- 6B / 3/4 538 60 ---- 25 x 22 x CPO---- 201 ---- ---- 208-230/l/60 19� R-410A CARRIER-241TIA480A003 CAP it2 4� oR A�PIeovFD RHEEM E«Iiat) ---- ---- ---- ---- 221 U2 / Vd 2l3 40 34fd00/46,500 •••- 32 x 32 x 43 3/8" 1 VS• 241 208-230/I/60 NOTES: USE PROGRAMMABLE THERfMOSTA7 N ALL SYSTEM l NFMITY TOUGH CONTROL REQUIRED). CONTRACTOR SHALL SE VERIFY THE DISTANCE BETWEEN THE INDOOR AND OUTDOOR UNITS AND TO CHECK THE PIPE SIXES WITH MANUFACTURE N CASE TO USE OTHER MANUR4CTURER ,THE SYSTEM WOULD BE COMPLY WITH T1� SPECIFICATION SHOLLED N THIS SCHEDULE SPANISH "S" DAMPER LOW PROFILE GALVANIZED TILE SELF FLASHING ROOF CAP 900 FELT HOT -MOPPED CAPR FLASHING ROOF l 6n 5/s" PLYWD MIN. SHTG. , SEALANT �+ PERIMETER CUT-OUT 4" 0 DRYER G,4L VAN I ZE D ROOT= C,4P D E TA I L T`T MfLe,41- I 1-1= t=XHAUST FAN DETAIL SCALE:N.T.S N.r.S. SECURE WIlls" STAINLESS STEEL CONDENSING UNIT CABLE OR STRAPS, ANCHOR TO MTG. BOLTS IN A CRISSCROSS PATTERN OVER UNIT FOR WIND SUPPORT. 'IPE INSULATION — REFRIGERANT LINES TO AIR HANDLER IN 4" SCHAO PVC SLEEVE CONDENSING UNIT INSTALLATION _DETAIL 10 THIS DIMENSION SHALL BE AS RECOMENDED BY THE AIR HANDLING UNIT MANUFACTURER Q2 THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TO ENSURE THAT THERE WILL BE SUFFICIENT CLEARENCE BETWEEN THE DRAIN AND THE FLOOR. p3 CONNECT TO AIR HANDLING UNIT DRAIN PERFORATED CAP MIN. 12" ABV AHU VENT 5,41 , NE SI_ Z_ � r DRAIN PAN. AS 1/4 " CONDENSATE DRAIN CONNECTOR NTS CONDENSING UNIT SECURE W/Ills" STAINLESS STEEL CABLE OR STRAPS, ANCHOR TO PIPE INSULATION �MTG. BOLTS IN A CRISSCROSS PATTERN OVER UNIT FOR WIND SUPPORT. REFRIGERANT SUCTION LINE F EFRIGE NT LINES SHALL BE INSULATED WITH ;0CWN0 ''YG rLEEVE 4" CONCRETE PAD 4" THICK MIN INSULATION THERMAL RESISTIVITY OF AT LEAST R-3 AND EXTERNAL ANCHOR W/POWER DRIVEN SCUDS PERMEANCE LESS THAN Om5 PERM OR 3/8"XIB"LG. TAP=CONS, OR LAG Ac.CORnNG To ASTM E 96 BOLTS W/ SHIELDS INSIDE G.U. THRU BASE PLATE t0 WITHSTAND WINDS OypR 115 MPH WITH AN ANCHOR BOLT OF 500 POUNDS MIN. PULL OUT CAPACITY. CONDEN5ING UNIT INSTALLATION DETAIL NO SCALE CONCRETE PAD 4" THICK MIN 4" 26 GMD 0 PARTITION WALL FIN. FLOOR FAN SCHEDULE AER MODEL NO SONES AMP q • Sp ELECT. SERVICE VOLT5/PWWz DIMENSIONSAND Ud-xH (IN) OS.jGRILLE,714X6 RKS15R�OAN 03 03 50. 1/S , 115A/60 10$ x >Z x 1 13Z t 44 $AM DUCT KF�AN&MAMFAC DAMPER ROOF OR WALL jT om-- RM523604 --- --- 310 • VS" 120/V60 CUSTOM --- ILV 1111 FILTER, SPEED � FWL W/AAI9PEli8fIGHT SCREEN NOTES: USE THIS MANUFACTURE OR SIMILAR ZEEN AIR CONDITIONING SYSTEM - GENERAL NOTES I. DUCTWORK SHALL BE 2" THICK, 3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH VAPOR BARRIER UNLESS OTHERWISE SPECIFIED. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ACCORDING TO "ASHRAE" AND "SMACNA" STANDARDS DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH X HEIGHT. DUCT SYSTEM SHALL COMPLY WITH "TFPA" STANDARD NO. WA AND/OR 908. DUCTWORK AND COMPONENTS SHALL BE CLASS I MATERIALS IN ACCORDANCE WITH U.L. 191 TESTS. 2. COORDINATE LOCATIONS, SIXES AND OPENINGS WITH OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM A/C CONTRACTOR SHALL USE THE BEST PRACTICES OF THE TRADE IN THE FABRICATION AND INSTALLATION OF THE SYSTEM. 3. DIFFUSERS SHALL BE SELECTED, LOCATED, AND BALANCED N ORDER THAT THEY DELIVER THE REQUIRED CFM to THE ENTIRE Room EVENLY AND DRAFT FREE TO MAINTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE RELATIVE HUMIDITY CCOOLLING'- i6 DB 91 DB - i9 WB 50% TO 609� NEAtING - i0 DB 4't' - OB 4. ALL FAN UNITS, MOTORS, COMPRESSORS, ETC. SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NOOBJECTIONABLE SOUND WILL BE HEARD N THE HABITABLE SPACES DUE TO AIR VELOCITY, MOTOR HUM, VIBRATION, OR MECHANICAL MOVEMENT. 5. A/C SYSTEM SHALL HAVE CLEANABLE AIR FILTERS LOCATED AS REQUIRED FOR EASY ACCESSIBILITY. CEILING SPACE r441 S/M 26 G. 4110 S/M 2 6. A/C SYSTEM SHALL BE CONTROLLED BY A THERMOSTAT. MOUNT \\ AIR FL Flu THERMOSTAT V-0" ABOVE FINISHED FLOOR LLOX CL ela I. ITO HAVE DOPOSED BLADE DAMPERS. PRO PROVIDE GASKETS DIF- FUSERSON ALL GRILLES AND DIFFUSERS. TITUS OR AIREGUIDE OR APPROVED EQUAL EXHAUST DUCT WDTH ENAMEL FINISH EXHAUST FAN 4 DUCT -DETAIL 4 DUCTDETAIL WALL CAP 8. UNDERCUT DOORS 1" AFF, FOR R/A FOR ROOMS WITH LESS THAN w CFM XTA W/ INSECT SCREEN. FOR ROOMS WITH OVER 90 CFM PROVIDE RAG. AND TRANSFER DUCT. 1 4"0 S/M 26 G. EXHAUST FAN 4 DUCT DETAIL N.T.S. LOW VELOCITY SUPPLY AIR METAL ROUND DUCT (SEE PLAN VIEW) DRYER EXHAUST DUCT FoTE �� O BE SCALE: N.T.S. OUTS1109 INI;I11 ATIr" INSULATED FLEX DUCT 112" F/G WITH POLYETHELENE JACKET AND STEEL WIRE REINFORCING AIR FLOW / ADJUSTABLE VOLUME DAMPER SIDEWALL DIFFUSER J SEAL JOINT WITH EPDXY t DUCT TAPE FLEXIBLE DUCT CONNECTION DETAIL REFERENCES: "AIR GUIDE" DESIGN CRITERIA: MODEL ASP I OR 2 SLOT WITH 1" WIDTH 35-40 CFM PER 1' LNEAR FEET 051 To 0.110 PS "METALAIRE" • DIRECTIONAL CEILING DIFFUSERS SERIES 5000 EXTRUDED ALUMINUM SQUARE/RECTANGULAR LOUVER FACE CEILING DIFFUSER RIGID FIBERGLASS DUCT (R-6) UJITH POEYETHELENE JACQUADRANT ET A D STEEL WIRE FLOW OF INSULATED FLEXIBLE DUCT 111211 FIBERGLASS AIR REINFORCING /--DIFFUSER TYPICAL DIFFUSER CONNECTION DETAIL NITS TYPICAL (ASD) AIR SLOT DIFFUSER N.T.S. WOOD SCRE "-WOOD JOIST HANGER STRAP 1t/2 ", WIDE ��l�j.IPRESSI FOR DUCTS OVER 48" WIDE, FASTEN UNDER BOTTOM OF DUCT DUCT HANGING DETAIL NO SCALE S. ALL REFRIGERANT PIPING SHALL BE COPPER - TYPE L - ACR TYPE, DEHYDRATED AND SEALED. ALL FITTINGS SHALL BE WROUGHT COPPER ALL JOINTS SHALL BE MADE WITH HIGH TEMPERATURE BRAZING ALLOY OF NOT LESS THAN 5% SILVER PIPING INSTALLATION NOT LESS THAN 3/4" THICK "ARMAFLEX". LIQUID AND SUCTION LINES SHALL BE SIZED ACCORDING TO QUIPMENT LEEW.XTW OOFF;IPNNG � FFOORR'SCNNECO pNDATOMIA�CsSE�,,gqR��L PI�PI� ENT ACCESSORIES SHALL BE CONSTRUCTED AS SUGGESTED BY EQUIPMENT MANUFACTURER ALL PIPING SHALL BE EVACUATED PER GOOD PIPING PRACTICE BEFORE START-UP. LOW VELOCITY SUPPLY AIR DUCT (S�i�PLAN VIEW) IN U R-8 METAL ROUND FITTING QUADRANT OPERATOR TO BE OUTSIDE INSULATION PROVIDE INSULATION GUARD WHERE NECESSARY INSULATED FLEX. DUCT. AIR FLOW 1112" F/GAITH POLYETHELENE JACKETAND STEEL ADJUSTABLE VOLUME WIRE REINFORCING(R-6) DAMPER INTW OXY DUGtTHtAPE AIR FLOW BOX ECTION SEAL JOINT WITH EPDXY 4 DUCT TAP LINEAR DIFFUSER--�' __1/ TYPICAL LINEAR DIFFUSER CONNECTION DETAIL NO SCALE 1L2" MIN. -STRAP /-FL DUCT. eI%. Cl DUCT 617E HANGER SIZE MAX SPACING UP THRU 2 SA 14" x 26 C• 0'-0' 2 THRU 4 SF. III* x 22 0 S'-0" 414RU l0 Sr.. _II4•__x 22 G _ avER tm SF. Ili" x b= MANFACTURER ALL PIPING SHALL 156 EVAOJATE0 PER GOOD PIPING PRACTICE HEFOW STAWAP. E62--�WMA ARCHIT-ECTURE PLANMMG LLC. AA26001717 AR-0017144 6356 MANOR LANE SUITE 105 SOUTH MIAMI, FL. 33143 T. 786.253.5530 E: JUAN@CASTILLO ARCHITECTURENET SEAL: JUAN A. CASTILLO REVISIONS: REV-1 1118-18 B.DC BY GG DATE. 08-21-18 SCALE: AS SHOWN Joe: 018-074 DRAWN BY:CHECKED BY: GUERRERO/GONZALEZ JOB NUMBER: 18-254 ENGINEERS, INC. Michael C. Guerrero, P.E- Mechanical Eng. Uc. #15235 G 780Rafael L Gonzalez: P.E. Electrical Eng. Lic. #11057 Miami, T, FloridaCANAL RD. M-3 Miami, Flori33144 Tel. (305) 262-3944, Fa 5 262-82 E—mail: PROJECfSOGUERREROGONZALEZENG EERS.COM CA# 0007612 c� Z Z N c.✓ O Z WVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR x FIRE DAMPER (6) X SMOKE DAMPENS) x FIRE RATED ENCLOSURE x FIRE RATED ROOFA:LOOR CEILING ASSEMBLY X FIRE STOPPING x SMOKE CONTROL x 14VAC LEGEND ® SUPPLY AIR DIFFUSER R D<IDL.E ROUND DUCT a -- - RETURN AIR GRILLE SPUTTER DAMPER Q THERMOSTAT FAN 1-P } SUPPLY AIR DUCT RECtANGULAR CRDSS SECTIION '— FIRE DAMPER } CROSS SCtIC IQEGTANC�IA.4R 0 SMOKE DETECTOR A.H.U.. Vaned Tee,1-P TURNINGS VANE ® OPPOSED BLADE DAMPER EL = 20 } VOL" DAMPER IN LINE �''� ELECTRIC STRIP HEATER VOLUME DAMPER AT TAKE OFF o MOTORIZED DAMPER 5LIFFLY A I R FITTING AT A.H.U. AIR CONDITIONING SCHEDULE ( CARRIER INFINITY SERIES? WIT MANUFACTURER AND MODEL NO. NO1*L TONS NOM. CRM ESP IN WG. HFAT KW WATER MODEL COMP AMP FAN PLA/HP MIN, AMP. MAX. AMPBTW COMM CAP. SR • O/A CM 091ENSIONB U djd4 (INJ REIF. Lla TIES SUCT OEIGH T LIES. ELECT. SERVICE VOLTS/PH A4z SLIER IMF TYPE AJaIP I42 CARRIERP-FEFE4411M 6L0m N60sa *M 10 ---- 6A / 3/ 4 53A 60 ---- ••-- 25 x 22 x 60 --- ---- 201 208-29®/V6m 19ID R-410A GIN I<2 CARRIER-24V NA480A003 OR AlNPROV/P R+� 80UM.) 4p ---- �--- --•- ---� 22J 12 / 1/4 213 40 34A200/46,5" ---• 32 x 32 x 43 3/8" 1 118" 241 208-230/V60 NOTES: USE THERE IOSTAT M ALL SY8TI9'I (INf"INITY TOUCH CONTROL REQUIRED). CONTRACTOR SHALL. BE VERIFY TFE DISTANCE BETILEEN TFE INDOOR 4 OUTDOOR UNITS AND TO CHECK THE PIPE SIZES WITH MANUFACTURE IN CASE TO USE OTHER MANUFACTURER, THE SYSTEM WOULD I3E COMPLY WITH THE SPECIFICATION SHOWED IN THIS SCNEdULE . 786.25 .5530 E: JUAN@CASTILLO ARCHITECTURE.NET AT FRONT OF AID, LZALYANIZED ROOF CAP DETAIL PER FB.C.6031 TYPICAL TYPE EXHAUST FAN DETAIL SCALESKTjs. SE z E CONNECTION DETAIL N.T.S. EXHAUST WALL KITCHEN DETAIL CAP. O acAu,KTd BASE W/INSECT SCREEN AIR CONDITIONING SYSTEM -GENERAL NOTES: SECURE W/1i " STAINLESS STEEL Z SUPPLY DUCT CONDENSING UNIT CABLE OR aBTRAPB, ANCHOR TO O 6a I. FIBER21-ASS SHALL H VAAPOR BARRIER, UNLES PER CUBIC FOOT SS OTHERWISE SPECIFSITY IED. U MTG. BOLTS- IN A CRISSCROSS PATTERN OVER UNIT FOR WIND DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE l R/A-,�-► DUCT SUPPORT. WITH MANUFACTURER'S SPECIFICATIONS AND ACCORDING TO "ASWRAE" (WIHEN APPLY) TEF AND "SMACNA" STANDARDS. • O / _ _ c✓ F� '1 PIPE INSULATION AI FL I DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND. TO INSIDE i LLJ DIMENSIONS WIDTH X HEIGHT. DUCt SYSTEM SHALL COMPLY WITH [— CM'EN DUCT �� \may SECOND FLOOR CL "NFPA" STANDARD NO. WA AND/OR W13 DUCTWORK AND COMPONENTS IN CLOSET cG (M EN APPLY) TESTS BE CLASS I MATERIALS IN ACCORDANCE WITH U L ISO O (SEE M-1) CONCRETE PAD 4" THICK MIN Q 2. ..COORDINATE LOCATIONS, SIZES AND OPENINGS WITH OTHER TRADES �^ 6" ROUND ELBOW XHAU t DUCT ON THE JOB. A/c coNtRACtOR SHALL PROVIDE THE COMPLETE DUCT LLj Eg U� PERFORATED GAP FOR _ 4 0 526 G. VENT, 12" 1-IIGH I CEILING v T14E EX AUS WITH SYSTEM A/C CONTRACTOR SHALL USE T14E BEST PRACTICES OF T14E TRADE IN PARTITION THE EXHAUST WALL THE FABRICATION AND INSTALLATION OF THE SYSTEM. ~ V ce 3. DIFFUSERS SHALL BE SELECTED, LOCATED, AND BALANCED IN ORDER Q ►�� N 3J4" CONDENSATE I EXHAUST FAN 4 DUCT DETAIL THAT THEY DELIVER THE REQUIRED CRN t0 THE ENTIRE ROOM EVENLY ' DRAIN w/ 3" TRAP 1 SECONDARY is- UNION AND CO TO j DRAIN REFRIGERANT LINES ANCHOg� W.rLOWER DRIVEN SST�UDLLS RTS. AND DRAFT FREE TO MAINTAIN THE FOLLOWING DESIGN CONDITIONS: w m TELESCOPIC TO AIR HANDLER IN BOLTS W/ BHI(.D8 INSID CU. THRU INSIDE OUTSIDE RELATIVE HUMIDITY GREEN AREA FLOAT SWITCH „Xlb TAP-C 8, AG ��pppp�� p CHIMNEY FLUE. SC 4.40 PVC SLEEVE BASE PLATE TO WITHSTAND WINDS NEARING �0 DB 914 8 De 507G t0 6096 I PROVIDE 6" CLEARANCE GALv. STEEL I ° ALL AROUND AHU 6" ROUND DUCT OyELR 115 MPH WITH AN ANCHOR AHUA. SUPPORT BOLT OF 500 POUNDS MIN. PULL 4. ALL FAN UNITS, MOTORS, COMPRESSORS, ETC. SHALL BE ISOLATED, LL.I Q (SELF -STANDING) ; OAS ARET BACKDRAIrT DAMPER CONDENSING UNIT CHAT CAPACITY. AS REQUIRED t0 OPERATE QUIETLY so CHAT Noo13Jt?GTIONABLE SOUND EXT WALL N N WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY, < < No MATERIALS WITHIN 1 (WI -EN APPLY) FILTER INSTALLATION DETAIL <6 9 > MOTOR HUM. VIBRATION, OR MECHANICAL MOVEMENT. Z MATERIAL$ WITHIN 5. A/C SYSTEM SHALL 14AVE CLEANABLE AIR FILTERS LOCATED AS LL] O AHU. ROOM i 424" to 30" NO SCALE =�.° '1(O �I"ID a „ REQUIRED FOR EASY ACCESSIBILITY. [— m R/A THRU I counters CEILING SPACE 0 SARI 26 G. 4 0 S/M 2 CJ� t— W A. 0 LOUVER DOOR °f' 6. AIG SYSTEM $HALL BE CONTROLLED BY A THERMOSTAT. MOUNT �-- ^ io bottom of AIR FL THERMOSTAT 5'-0" ABOVR: FINISH-ED FLOOR, UAN O LU WHEN APPLY 1 FLOOR ventilation hoodE I CL p\ I. ALL GRILLS AND DIRUSERS TO 15E ALUMINUM OR STEEL CONSTRUCTION. DIP- W 0' Q I FUSERS TO HAVE OPOSED BLADE DAMPERS. PROVIDE GASKETS ,� O ON ALL GRILLES AND DFFUSERS. TITUS OR AIREGUIDE OR APPROVED EQUAL (Y) REFRIGERANT LINES $. " WDTH ENAMEL FINISH v ( � 2 A/C C.D. 1DWAt18T DUCT W Lo L TO OUTSIDE COND ING 8. UNDERCUT DOORS J" 'AFF, FOR RJA FOR ROOMS WITH LESS THAN W CFM � UNIT 4" PVC SLEEVE UNDERSLAB RANGE L EXHAUST FAN 4 DUCT -DETAIL WALL CAP00 DRYER� Kra W/ INSECT SCREEN. FOR ROOM$ WITH OVER W CM PROVIDE R.Afs. AND TRANSFER DUCT. / PARTITION WALL 9. ALL REFRIGERANT PIPING SMALL BE COPPER - TYPE L � � � _ / FIN. FLOOR ACR TYPE, DEHYDRATED AND SEALED. ALL FITTINGS SHALL BE _) O WROUGHT COPPER ALL JOINTS SHALL BE MADE WITH HIGH (L, 0AIR HANDLER UNIT INSTALLATION DETAIL TEMPERATURE BRAZING ALLOY OF NOT LESS THAN 5% SILVER cC - PIPING INSTALLATION NOT LESS THAN 3/4" ' THICK "ARMAFLEX". NO SCALE LIQUID LENG OF SUCTION NG N�LIN FOR L BE SIZED ACCORDING t0 --' LOW VELOCITY SUPPLY AIR QUIPMENT pMANUF R'S RECOhIMENTDATIONS FOR EQUIVALENT O 0 Xi�,4UST IGITCi-iEN DETAIL FMETTAL ROUNpD�,q�T DUCT IEEE PLAN VIEW) ACCESSORIE8 SHA.L BE coNSTRUECTEDD 040 STONN E. EED BYIEQUIPMENT 1_ scALE: N.T.S.DRYER EXHAUST DUCT C 'ERATOATO BE MANUFACTURER, ALL PIPING SHALL 6E EVACUATED PER GOOD 0 OlOx11i " SHEET FDU DUCT GLASSSCALE: N.T.S. OUT810gg INg�ATIpN PIPING PRACTICE BEFORE START-UP. � METAL SCRE PROVIDE INSULATION O 2V2" SQUARE WASHERS—IGAUGE SHEET METAL, %G� 12" MAX. O.C, MIN. 2 PER SIDE Low vELocltY SCR1`lu, RIVEt O THIS DIMENSION SHALL BE AS RECOMENDED BY THE AIR INSULATED FLEX. DUCT SUPPLY AIR DUCT O°- GPM CLOEUwtAiEtNCa�G°E HANDLING UNIT MANUFACTURER. I1/2" F/cs WITH PoLYEtHELNE (Sflj PAN VIEW) ^' JACKET AND STEEL WIRE (N ANGE p THE PLUMBING CONTRACTOR SHALL COORDINATE REINFORCING AIR Flow METAL ROUND FITTINGLO Q DUCT PLENUM AND EQUIPMENT ITH £ MECHANICAL CONTRACTOR TO ENSURE THAT THERE QUADRANT OPERATOR � 00 CONNECTION DETAIL WILL BE SUFFICIENT CLEARENCE BETWEEN THE DRAIN AND THE FLOOR TO BE OUTSIDE INSULATION ADJUSTABLE VOLUME DAMPER PROVIDE INSULATION GUARD Ln Nrs O WHERE NECESSARY CONNECT t0 AIR HANDLING UNIT GRAIN. SEAL JOINT WItN EPDXYSIDEWALL DIFFUSERJ INSULATED FLEX. DUCT. LU t DUCT CAPE AIR FLOW Q 11/2" F/GMITN POLYET14ELENE ADJUSTABLE VOLUME JACKEt,4ND STEEL DAMPER PERFORATED CAP E L WIRE REINFORCING(R-W w SCREEtED DPI=NNIrIG. MIN. 12" ABV AHU F EX15LDUCT CONNECTION DETAI O SELECTS CK ovERFLOW VENT SAME SIZE DRAIN PAN. iz �AL JOINT WITH AS DRAIN AIR FLOW �\ EPDXY 4 DUCT TAPE � WN£N INQUIRED � 30 LB. ROOFING - - - -_ GRADE I FRENCH DRAM FOR UP TO re,30 TON A/C UNIT NION 1 n u V x W x 4'-6" DEEP.I /,H >O PEA 11 CAPACITY OF 266 GALLONS 3 NO CO, 144 O T 2" G.D. PIPE op�q��t 2 < FABRIC FILTER U CONDENSATE FRENCH DRAIN DETAIL CONDENSATE DfizAIN CONNECTOR N.T.S. NTs ,/--STRAP` ROUND z FLEX DUCT. o RIGID FIBERGLASS DUCT (R-6) • JUAN A. CASTILLO C� LL- Iti' Zu 1 S I CO LAR W/ OCKING QUADRANT Z CONDENSING UNIT SECURE W/�B STAINLESS STEEL pp NN LL LL REVISIONS WItN POLYEtHELENE JACKET AND STEEL WIRE WOOD SCRE WOOD JOIST CABLE OR STRAPS, ANCHOR TO , Q PIPE INSULATION MTG. BOLTS IN A CRISSCROSS p PATTERN OVER UNIT FOR WIND Z Q SUPPORT REFRIGERANT SUCTION LINE • AR.CHI CTUR-E ONION PLAN LLC. AA26001717 AR0017144 �. SCALE, NT$. 6356 MANOR LANE SUITE 105 CENTRIFUGAL SOUND INSULATED FAN INSIDE BAGKDRAFt SOUTH MIAMI, FL. 33143 G HOUSING HOUSING TILE ISH nCJu DAMPER LOW PROFILE GALVANIZED T 3 v, SELF FLASHING ROOF CAP Z REMOVABLE 90N FELT NOT -MOPPED O WALL CAP WJ INSECT SCREEN 6" PIA GRILLE CVER FLASHING ROOF m EXHAUST DUCT „ 6 b/s" PLYWD MIN SHTG. S£ALANt � o PERIMETER GUt-OUT 4n o DRYER z r O ATTACH SUPPLY PLENUM U W/STEEL ANGLE I"XI"Xv8" FAN SCHEDULE MANtFACTURER AND MODEL NO. SONES AMP CFM 8UR ELECT, SERVICE VOLTS/PHMs DIMENSIONS Ud-44 (N) Aglow REMARKS PAN-1 MODEL amm~ MROAN 03 03 50 I/8" IS/1/60 I00 x 12 x 1 J32 W/ GRILLE 14XS < 40# 641 DUCT rEX.FM-2 BROAN MODEL Ga)� 1,4 0A 80 V8" 115/1/60 105 x a x 1 132 W/ GRILLE 13XI4.6"1 SAI PUCT DAMPER r ROOF OR WALL WCAP BROAN-- RM523604 --.••• "0 V8" 120/V60 CUSTOM --- W/ i:ILTER LIGHT SPEED CONTROL WAS DUCT. W/DAMPEROM SCREENUSE THIS MANUFACTURE OR SIMILAR P= 8121E : KQ49 R bIZE MAX SPACM4 LIP TFM 2 SF. 14" x 26 G 8'-0" 2 TWRU 4 OP. 141 x 22 G a'-0" 4 T4RI 10 SP. i " x 22 4 61-V OVER 10 ap. l%* x 22 G 4'40" IGrA t ONES �� RSECRE n CONCRETE PAD 4 THICK MIN I ALL E INSULATED WITH 1 RMAL RESISTIVITY FAIOW R INSULATED FLEXIBLE DUCT 11/2" FIBERGLASS REINFORCING HANGER STRAP 1�2 WIDEn t~i.i H. (d 4 E OF AT LEAST R-3 AND EXTERNAL , G?W PRE bUGT r ALL SF 10 eR EVACUATED H U ANCHOR W/POWER DRIVEN STUDS PERI ANCE LESS THAN OAM PERM I M 01 = INIR. CTICIll PER GOOD MPM6 *RAGTICa DEFORE START -TIP. w OORR 3/8" X15"LG. TAP -CONS, OR LAG ACCORDING to AStM E 96DIFFUSER WOR) DUCTS OVER -08" U 4 BASE WINDSRI DE, TEN UNDER k Z PLATE�EOOWITNSTA£ND O 15 M H WITH AN,�.�GHOR BOTTOM OF DUCT Boer o 5100 POUNDS MIN. PULL DUCT HANGING DETAIL o out CAPACITY. ►� DATE: 08-21-18 r Ln CONDENSING UNIT INSTALLATION DETAIL TYPICAL DIFFUSER CONNECTION DETAIL SCALE AS SHOWN u NO SCALE ' NTS DRAWN BY: 00 Jot3 : o>I s-o�4 CHECKED BY: s i GUERRERO/GONZALEZ JOB N. TiMBER: 18-254 %U ENGINEERS, INC. ,E G v Michael C. Guerrero, P.E. Mechanical Eng. Lic. #15235 Rafael L Gonzalez, P.E. Electrical Eng. Uc. /11057 780 TAMIAMI CANAL RD. Miami. Florida 33144 l �: Tel. (305) 262-3944, Fax (305) 2 82 YY E-mail: PROJECi•SOGUERREROGO EERS.COM CAJ 0007612 .. U:0*00 0090: 00000 :0*00 LLJ z 3 z 0 N O Z LLJ z O C- G In z O m 0 Ln z O U L- z O Z O U 0 O u O u LLJ 0 Z Q LL O u G OO C- u u u E U u O C- G �l LLLJ Q O r) Z Q NORTH CROWN OF ,LjROAD ELEv. N.G.V.0 I7 W co CROWN OF ROAD .ELEV. +10,16' N.G.V L4 V-P ASPHALT O,AD OF ELEV: +10.16' N_G_V SITE PLAN PROPERTY ADDRESS: 5,552 5W -M TERRACE SOUTH MIAMI, FLORIDA, 53145 AREA CALCULATIONS: GROUND FLOOR A/C SPACE: 1,982 S.F. SECOND FLOOR A/C SPACE: IA22 SF. TOTAL A/C SPAG 3,604 5F GARAGE AREA: 455 S.F. COVERED TERRACE (FRONT) 4 ENTRY: 339 S.F. COVERED TERRACE .(REAR): 438 SF. TOTAL AREA: 4,83ro NOTE: 1. SEE 6RADIN6 PLAN ON SHEET 5P-1.2 FOR ALL SITE BRADING INFO. 2. SEE IMPERVIOUS AREA PLAN ON SHEET SP-1.2 FOR AREA BREAKDOWN. • • . • •. • LEGAL DESCRIPTION: ' ••. ••• • •'• • 0000 THE EAST 'TO FEET -OF LOT 4, AND THE WEST'S FEET OF LOT 3, BLOCK 5, FAIRBLADE PARK, ACCORDIN6 TO THE PLAT THEREOF, AS RECORDED IN PLAT GOOF 45, PAGE 60 OF THE PURL ICE RECORDS OF MIAMI-DADE COUNTY, FLORIDA. SITE DATA: CITY OF SOUTH MIAMI ZONING CODE ZONNINB (EXI5TIN6 TO REMAIN): RS-3 NET LOT AREA: 10.'188 SF. MAX. BUILDING COVERAGE (ALLOWABLE): 10,7188 SF. X30900 3.236 SF. MAX. BUILDIN6 GOVERABE (PROPOSED): (3096) 3.220 SF. MAX. BUILDIN6 AREA F.A.R.-(ALLOWABLE)= 10,188 S.F. X4596■ 4Z54 SF. MAX. BUILDING AREA F.A.R. (PROP05ED): (459.) 4.842 SF. IMPERVIOUS AREA (ALLOWABLE): 10,156 SF.`X(40%) = 14.3 5 SP IMPERVIOUS AREA (PROP05ED): L4090 4.145 SF. BUILDIN6 HE16HT (MAX. ALLOWABLE FROM GRADE): 2 '-0" BUILDING HEIGHT (PROPOSED): 25'-0" TO ROOF MIDPOINT ,SETBACKS: REQUIRED PROPOSED FRONT (NORTH): 25�-�r "-�I " 25'-2" INTERIOR 51DE GROUND FLOOR (WEST): 10_0" INTERIOR SIDE SECOND FLOOR (WEST): INTERIOR SIDE GROUND FLOOR (EAST): 10'-0" - INTERIOR SIDE SECOND FLOOR (EAST): 151_0" 5 -2 ! CUMULATIVE 51DE:SET5ACK REG. (20% LOT WIDTH: *75' X .20=) 15'-0" 20'-4" REAR (SOUTH): 25'-0" 2 '-3" SITE ELEVATIONS HIGHEST GROWN OF. ROAD ELEVATION: +1136' N Cs.0 D. AVERAGE EXI5TIN6 GRADE ELEVATION: +11.10' NCx.VD. LOWEST FINISHED FLOOR ELEVATION: +12.6i' N Cs.yD. 6ARA6E FIIN515HED FLOOR ELEVATION (LOWEST): +IIB3' N.G.V.D. G.U. PAD ELEVATION: +1234' KG v.D. ADJACENT GRADE ELEVATION: - +12.00' N.G.y.D. AR.CHIT-ECTUR-E PLANN�� LLC AA26001717 AR0017144 6356 MANOR LANE SUITE 105 SOUTH MIAMI, FL. 33143 T: 786.253.5530 E: JUANC CASTILLO AR CHITECTURE.NET M� Q~ PROPOSED 4'-0" HGT, EXISTING 5'-O" HGT. PORPOSED 4'-0" HGT, PORP05ED 4'-0 HGT. w �' ALUM. PICKET FENCE PICKET FENCE ALUM. PICKET GATE ALUM. PICKET FENCE PROPERTY r m W/ HEDGE W/ HEDGE (3' WIDE). W/ HEDGE LINE ( 1--� ..Iun _____ _____ 'f�385-_ _____ _____ _____________ ____________ __ _� -- �„�_. -f GROWN OF __,,...- i ROAD Q �qt - --� �__ ELEv. N p fA N ()M v --_ _ 11i2" CW SERV +11.21' N.G.V. -�' /�i� e - , i-- - - i o) . (U/Cs) ! I ,�, (J] LLl METER/MAIN 06)9 0 �� _._---"� i i Ln 0> O i�%T i� del- ri SOY N - i I W o0�" z � Ln OPEN TERRACE Ww j 0 Q. U- Q DOLL - 1 i r Lu v J EN TE 4"elks"/FT (43 FU) I 2 WAY FCO I (\] DGE ii -------------------------- ----- - - - - - - - - - Ln TO EXIST SAN SEWER L CONC. 00 WALKWAY I ' ^ I I---CRDWN OF R.O.W. o� ii COVE 4' X 4' ONC. - I ROAD FIN. FL R S BS j LEV. = n u GRASS REAR SETBACK ELEV. WAL WAY i 251-011 PARKWAY (25'-0" REQ_) - - 1/2 R.O.W. I + FRONT SETBACK; GRA55 PARKWAY ASPHALT (25'-0" REQ.) LU 1 i a�� I SEAL: - 'u44!� ..BOLL... x �Ww I oQ 1 I I 1 500 GAL GAS TANK - - - - - - - - - - - - - - - - Q (UNDERGROUND) DRYWELL (3'X3'X3') " I GAS SO --- --- --- --- --- --- --- --- --- - - --- --- --- - - --- --- - --- -- -- - ROCKS.- - - - i JUAN A. CASTILLO i REVISIONS: �miY �+ �ffiiL JI �CROUN OF ROAD 1 ELEV.141 AS' 1.36 - - - - - - ---- -- --._.-.-._.-.-.-._._.-._ _-.-.-._ -. +1N.C.V. PROPERTY EX15TING 5'-O" HGT. PORP05ED 4'®®" HGT. PROPOSED 4'-0" HGT.LINE CHAIN LINK FENCE ALUM. PICKET GATE ALUM. PICKET FENCE W/ HEDGE (3' WIDE). W/ HEDGE _ SCALE: 1 /8 V-011 SSCATLE AS SHOWN 2 DRAWNBY: JOB #: 018-O74 CHECKED BY: GUERRERO/GONZALEZ JOB NUMBER: 18-254 ENGINEERS, INC. Michael C. Guerrero. P.E Mechanical Eng. Uc. #15235 Rafael L Gonzalez, P.E Electrical Eng. tic. /11057 J `V TAMCANAL RD. Miami. FloridaMiami. ori33144 _... Tel. (305) 262-3944, Fax (305 21 s P E— all: PROJECTSOGUERREROG COM CA 0007612 • . • w, M • . • w • • • • • • • V • • • • • . • Z - _ o ARCH CTUR.E N _ _____ TO WM PLAN TLC. 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CASTILLO (18" UNDERGROUND) Vur------- - ----- ---------------------- z REVISIONS: zU zz n Z z Q� LLJQ Z Z z �3 G Q Z Q....] LLJ 4 • • • 000 e�a c n f r � d � e - • •••• • ••• • ••••• • •••• � F circim Ny �� SOMME 4r �'