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HomeMy WebLinkAbout6520 Fort King Rd (3)rAwals I w 09 10 � I MOTH A&I-94 — W--1 d 6' WOOD PRIVACY FENCE N 89044 Y32 yy w 1--ii 1\1 1. 00 26.13' FIR 1/2" 89044 532 t:p I W PLAIN FIR 1/2" PLAIN 6' SC,4,f AR.- f 30 NORTH BO OF TRACT SEC. 03., TNP- 26 S, RNG. 21 E. PASCO COUNTY, FLORIDA "MITMO PLAN(S) HAVE BEEN REVIEVA& sY EPH SHAVSOFFICE S89055 1 07 " E '5.53'817.74 55-50 ( .) 26.93' BEGINNING AT THE ,S'OUTHEAST jrin0&rVV AV IPQACP l'ZQ YAT QMOTFd'IAT 3, 11"MMILIMFO 26 QATfaPU JUVAM41V !Plf EAST; ZEPRYMIM.S COLONY COMPANY LANDS, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 6, METAL SHED PURLtC RECORDS OF PASCO COUNTY, FWRMA,- SAID CORNER BEING ON THE NORTH LINE OF FOUNTAIN ROAD (A 30 FOOT RIGHT -OF -PAY), THENCE WEST ALONG SAID ROAD LINE 193.00 FEET TO THE POINT OF BEGINNING; THENCE NORTHWESTYAROLY 715.70 FEET TO A POINT ON THE NORTH LINE OF TRACT 50 OF SAID ZEPHYRMLLS 6CL FENCE COLONY COMPANY LANDS, AS PROJECTED ACROSS 771E SEABOARD COASTLINE RAILROAD RIGHT-OF-WAY, A DISTANCE ' OF 497.96 FEE?' WESTWARDLY FROM THE NOR77MAST CORNER OF SAID TRACT 50; THENCE WESTWARDLY ALONG R SAID PROJECTED NORTHERN LINE OF SAID TRACT 50,111.00 FEET; THENCE SOUTHFASTWARDLY PARALLEL TO FZI.W DESCRIBED COURSE AFTER THE POINT OF BEGINNING, 715.70 FEET TO THE NORTHERN LINE OF SAID FOUNTAIN ROAD, T"JWE RASTICARDLY ALONG SAID ROAD LINE, 111.00 FEET 7*0 THE POINT OF BEGINNING. AND BEGINNING AT THE SOUTHEAST CORNER OF TRAIT 63 IN SECTION 3 TOWNSHIP 26 SOUTH, RANGE 81 EAST, -AZ ZEPHYRHHZS COLONY COMI'ANY LANDS, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 6, PUBLIC RECORDS OF PASCO COUNTUI Y, FLMA, SAID CORNER BEING ON THE NORTH LINE Of FOUNTAIN ROAD (A 30 FOOT RIGHT-OF-WAY), THENCE WEST ALONG SAID ROAD LINE 193.00 FEET TO THE POINT OF BEGINNING; THENCE NOR7RIESTWARDLY 715.70 FEET TO A POINT ON THE NORTH LIME OF TRACT 50 OF SAID ZEPRYRMLLS COLONY COMPANY LANDS, AS PROJECTED ACROSS THE SEABOARD COASTLINE RAILROAD RIGHT-OF-WAY, A DISTANCE ' k OF 497 96 FEET WESTWARDLY FROM THE NORTHEAST CORNER OF SAID TRACT 50, THENCE EASTWA DLY ALONG SAID PROJECTED NORTHERN LINE OF SAID TRACT 60, 55-50 FEET; THENCE SOUTHEASTWIRDLY PARALLEL TO FIRST DESCRIBED COURSE AFTER THE P017VT OF BEGINNING, 715.70 FEET TO THE NORTHERN LINE OF SALO FOUNTAIN ROAD, THENCE WNS7VAMLY ALONG SAID ROAD LIKE, 55.50 FEET TO THE POINT OF BEGINNING ABOV "IDED PARCELS DE"" TO PASCO COUN77 BY WIRIMTY LESS AND EXCEPT THOSE PORTIONS OF THE -DE E -A DEEDS RECORDED IN O.R. BOOK 905, PACE 319 AND O-R. BOOK 2007, PACE 457 BEING DESCRIBED AS FOLLOXN� PARCEL NO. 179 LR), 44.26' 4• A PORTION OF THE SEABOARD COASTLINE RAILROAD RIGHT -OF -RAY LYING IN THE NORTHEAST 114 OF SECTION 3, co 6CL FENCE TOWNSHIP Z6 SOUTH. RANGE ZI EAST, PASCO COUNTY FLORIDA, BEING FURTHER DESCRIBED AS FOLLOWS; COMMENCE AT THE SOUTHEAST CORNER OF 77ZE NORTHEAST 114 OF SAID SECTION 3, THENCE ALONG THE SOUTH BOUNDARY LINE OF THE NORTHEAST 114 OF SAID SECTION 3 NORTH 89-4131" WEST, A DISTANCE OF 959.16 FEET TO A POINT ON THE EASTERLY RIGHT -OR -PAY LINE OF FORT AMC ROAD AS IT 1.5 NOW ESTABLISHED, SAID NC -4 POINT ALSO BMXG SOUTH W41'31 AST, A DISZ4 E OF 1696.75 FEET FROM = SOUTHWEST CORNER OF THE - . 1' NORTHEAST I/if OF SAIDSEC77ON 3, THENCE 4 •ALONG 7WE EASTERLY RIGHT-OF-WAY LINE OF SAID FORT IaNiG ROAD, NORTH 25*28'18" WEST A DISTANCE OF 44.42 FRIff FOR A POINT OF BEGINNING; THENCE CONTINUE ALONG THE EASTERLY RIGBT-OF-WAY LINE OF SAID TRACT 50 FORT KING ROAD, NORM 0502S'18' WEST, A DISTANCE OF 222.65 FEET, THENCE NORTH 643142- EAST, A DISTANCE OF 5.00 FEET, THENCE SOUTH 25028'18 AST, A DISTANCE OF !30.00 FEET, THENCE SOUTH 444'3221" EAST, A DISTANCE OF 49.36 FEET To E F EAST, A DISTANCE OF 120-74 FEET, THENCE NORTH &r4l'31 THE POINT 0 MG. HRGBVNL PARCEL., ,NOL 194, A PORTION OF SEABOARD COASTLINE RAILROAD RIGHT-OF-WAY LYING IN WE NORTHEAST 114 OF SECTION 3, TOWNSHIP' 26 SOV7H, RANGE 21 EAST, PASCO COUNTY, FLORIVA, BEING FLUUNER DESCRIBED AS FOLLOWS 4i- COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST 114 OF SAID SECTION 3 THENCE ALONG THE SOUTH -163 BOUNDARY LINE OF ME NORTHEAST 114 OF SAID SECTION 3, NORTH 89-41'31 - WEST, A DISTANCE OF 663.98 ST FEET TO A POINT. SAID POINT ALSO BEING SOU7W 89'4131" FAST, A DISTANCE OF 1991.93 FEET FROM THE SOUTHWEST CORNER OF THE NORTHEAST 114 OF SAID SECTION 3, THENCE NORTH 90-1040- WEST, A DISTANCE OF 15 00 FEET TO THE 90177HEAST CORNER OF MCT 63 OF ZEPHYRIZaLS COLONY SUBDIVISION OF SAID SECTION 3, THENCE ALONG THE EAST BOUNDARY LINE OF SAID TRACT 63, NORTH 00-1040- WEST, A DISTANCE OF 10.00 FEET, THENCEIVOMW &9-41-30- WEST,A DISTANCE 195.99 PTI-T Fall A POINT OF BEGINNING; THENCE• NORTH tc� 890'4131" WAST. A DISTANCE OF 111.05 FM TO THE EASTERLY RIGHT-OF-WAY LINE OF FORT XIMG ROAD AS IT IS NOW ESTABLISHED_ -OF-WAY LINE OF SAID FORT KING ROAD,ESTABLISHED_ 7HUNCK ALONG THE EASTERLY RIGHT-OF-WAY NORTH 25'28'18" WNS7: A DISTANCE OF 1&66 FEET, THENCE SOUTH 89a41'31" EAST, A DISTANCE OF 111.05 FEET, IVA 110 THENCE SOUTH 25'28"18" PAST, A DISTANCE OF 1&6,6 FEET TO THE POINT OF BEGINNING.vd? PARCEL NO,195. A PORTION OF SEABOARD COASTLINE RAILROAD RIGHT-OF-WAY LYING IN THE NORTHEAST 114 OF SECTION 3, jr, TOWNSHIP 26 SOUM RANGE 21 EAST, PASCO COUNTY, FLORIDA, BEING FURZfM DESCRIBED AS FOLLOW v t A COMMENCE' AT THE SOUINEAST CORNER OF 77M NORTHEAST 114 OF SAID SECTION 3, THENCE ALONG THE SOUTM BOUNDARY LINE OF THE NORTHEAST 114 OF SAID SECTION 3, NORTH 89-41'31 WEST, A DISTANCE OF 663.98 PENT TO A POMX SAID POLL{?' ALSO RUM SOUTH 8941*31" EAST, A DISTANCE OF 1991-93 FEET FROM ME DISTANCE SOUTHWEST CORNER OF THE NORTHEAST 114 OF SAID SECTION 3 THENCE NORTH OtrlOWEST; '4O ADANCE OF 15.00 FEET TO THE SOUTHEAST CORNER OF TRACT 63 OF ZRPHYRUILLS COLONY SUBDIVISION OF SAID SECTION 3 7WWC-F ALONG THE EAST BOUNDARY LINE Z—A OF SAID 7RACT 63, NORTH 00*10'40" WEST; A DISTANCE OF 10.00'PEAT, THENCE NORM 891*41,31- A WEST 0 DISTANCED 140.46 PENT FOR A POINT OF B&GINAIWC. THENCE NORTH 89*4131" WEST. A DISTANCE OF 55.53 . 4 oA FEET, THENCE NORTH 25*28'18" REST, A DISTANCE OF 16.66 FEET, THENCE SOUTH 8r4l31' EAST, A DISTANCE v *7 OF 6,7a FEAT, rimw-ru saum w,*5725 FAST A XSrAffff OF 4914, THENCE SOUTH 25*28 8 EAST, A av DISTANCE OF 15-96 FEET TO 771E POINT OF BEGINNING. THE SOUTHERLY 10 FRE7 OF PROPERTY OF THE FOLLOWING DESCRIBED PARCFJ, BEGEMMG AT THE SOUTHEAST CORNER OF TRACT 63 -)N SEC770M 3, TOWNSHIP 26 SOUTH, RANGE 21 EAST, LA ZEPRYRLULLS COLONY COMPANY LANDS, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 6 PUBLIC RECORDS OF PASCO COUNTY, FLORIDA; SAID CORNER BEING ON THE NORTH LUvW OF FOUNTAIN ROAD (A -k 4 -1, -:�e CA -0 -WAY), r"NCE OWS7 ALONG SAID ROAD LINE 193 00 FEET TO Till? POINT OF I9ffGVWffiVG, Fy,30 FOOT RIGHT F A. THENCE NORITINE57YARDLY 715.70 FEET TO A POINT ON THE NORTH LINE OF TRACT 50 OF SAID ZEPHYRMLLS CDA57ME R&TLRDAR-lWmff-0-E- WAY, A DISTANCE -A OF 497.96 FEET ONSTWAROLY FROM THE NOA17INAST CORNER OF SAID TRACT 50; THENCE' WESTWARDLY ALONG A SAID PROJECTED NORTHERN" LINK OF SAID TWACr 50,111.00 PERT; TJUWCLV SOWARDLY PARAUU TO FIRST DESCRIBED COURSE 771E POINT OF BEGINNING, 715.70 FEET TO THE NORTHERN LINE OF SAID FOUNTAIN (A 7-- ROAD, THENCE E.4STWARDLY ALONG ,SAID ROAD LINK, 111.00 FEET TO THE POINT OF BEGINNING 'A' �3 BLDG ON LINE 1.3 qc�q --., -,,:, '": -- - A 1�qp- 0 A % t7 12'X4' SLAB 4: V V" V tA A- mt% CA co % T 11w Ir S64 *284 0 5.00 FCAf ------ ---\\ THIS CERTIFIES: THAT WE HAVE MADE A SURVEY OF THE ABOVE DESCRIBED PROPERTY. THAT IT IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AND THAT THIS PLAT IS A TRUE REPRESENTATION THEREOF AND THE SURVEY AND THIS PLAT CONFORMS TO THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 61G17-6 FLA- ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLA. STATUTES. K -RILL )?. MOXV, P.-L.S. J3555 NOT VALID 'WITHOUT THE ORIGINAL RAISED SEAL AND SIGNATU OF A FLORIDA. LICENSED SURVEYOR AND MAPPER. LEGEND: x00.00 = POINT OF ELEVATION A/C = AIR CONDITIONER FF = FINISHED FLOOR S/W = SIDEWALK BM = BENCH MARK D.E. = DRAINAGE EASEMENT POB = POINT OF BEGINNING U.E. = UTILITIES EASEMENT PLS = PROFESSIONAL LAND SURVEYOR R/W = RIGHT OF WAY FCM = FOUND CONCRETE MONUMENT CL = CENTERLINE FIR = FOUND IRON ROD PI = POINT OF INTERSECTION SIR = SET IRON ROD = PAVED FtP= FOUND IRON PIPE FPP= FOUND PINCHED PIPE CONCRETE = CONC. FPK&D = FOUND PK&DISK DIRT/GRAVEL SPK&D = SET PK&DISK (P) = PLAT = COVERED AREA NJAEASURED IUDEED -= 0-3 0 = POWER POLE WELL OSEC. = SECTION RNG. = RANGE TWP. = TOWNSHIP POC = POINT OF COMMENCEMENT STEPS - WOODEN PORCH 9.74' 1 STo MASONRY coNc. covER-ED SLAB 27.35' 84 49-14' 4'55.53'r TRACT 63 FIR 1/2" LB #107 #194 j E.BLAND BOULEVARD\_ 195 40. 0' ASPHALT # FIARLP P00A' PL R449ff 5,0 k I/-". -T-F-- f-I , SOUTH BOUNDARY J OF TRACT 63 1. BOUNDARY AND LOCATION SURVEY ONLY. 2. THIS SURVEYOR IS NOT RESPONSIBLE FOR EASEMENTS, RIGHT—OF—WAYS, OR ENCUMBRANCES OF RECORD NOT SHOWN HEREON THAT HAVE NOT BEEN FURNISHED TO THIS OFFICE OR THAT HE HAS NO KNOWLEDGE THEREOF. 3, THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. SUNRISE M NUF CTURIN INC PROPOSE COMMERCIAL 5UILDING-� SORT KINND IL ND LVE), Z F YR. ILLS, I=LORID4 UILDIN,G DATA: OCCUPANCY CLASSIFICATION: MIXED FACTORY GROUP F-1 5USINESS GROUP 5 CONSTRUCTION TYPE: V B FIRE PROTECTION: NON SPRINKLED LOAD CAPACITY: UNIT 01, 02, 03 950 SQ, FT. BUSINESS /100 = 10 PEOPLE 3124 SGQ, FT. WAREHOUSE / 500 = 1 PEOPLE REMAINING AREA: 9216 SQ, FT, WAREHOUSE / 500 = 19 PEOPLE TOTAL OCCUPANCY 3ro PEOPLE PLUM5INCs FIXTURES SI-IOUJN IN NEW SUILDINGc AND IN EXISTING SUILDINCs ON SITE EXCEED REQUIREMENTS ANDY WATSON 1VV D E S I G N S I N C RESIDENTIAL AND COMMERCIAL BUILDING DESIGNS 13821 U.S. I+WY 98 BY PASS DADE CITY, FLOPIDA 33S23 OFFICE 3S2-S23-2077 FAX 3S2-SG7-2070 BACK CONSTRUCTION INC ZEPHYRWILLS, FLORIDA PLAN INDEX SHEET S 1 FLOOR PLAN ELEVATIONS EXTERIOR DOOR AND WINDOW SCHEDULE INTERIOR DOOR SCHEDULE SHEET 8 2 : FOUNDATION PLAN BUILDING GUT SECTION DETAIL 8-1 CONCRETE PAD DETAILS SWEET 8 3 : GENERAL NOTES STEEL STUD 2 HOUR FIRE WALL DETAIL U100D STUD 2 1-FOUR FIRE WALL DETAIL INTERIOR STE STUD WALL DETAIL SWEET E 1 POWER PLAN DROP CEILING AND LIGHTING ELECTRICAL LEGEND SHEET E 2 : LOAD CALCULATIONS PANEL SCHEDULE ELECTRICAL RISER p1.4G-ci?AM ELECTRICAL NOTES SWEET M 1 HYAG PLAN LIFE 5,4FETl' PLAN SWEET 10 1 : ''LAN REVIEW DATE; CITY of ZEPIIYR R[,J[LpING'OE ICiAi. ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES Tj j&+ kj 13P��33�(y "MITTED PLAN(S) HAVE BEEN REWEWIS 1111Y ZEPHYRUILLS FIRE MARSHAL'S OFFICE Date: l�viietyr: Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibilit-,to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or I site inspection reveals areas of non-compliance, it shall be sole expense ENGINEERED STRUCTURAL STEEL 5U I LD I NCB PLANS TO IBEthbn 9 those areas in complianlce, at. ThehCity assumes noto mpliance PROVIDED �3Y STEEL eU ILD INCH MANUFACTURE FOR THERM allll'ity appllicable N PAr the cctors rod saand llluretocal ordiDe ininnances. PART OF THE CONSTRUCTION ON THIS PROJECT SANITARY DRAIN LINE PLAN SANITARY RISER DIAGRAM AD.4 WATER CLOSET DIAGRAM AD,4 L.4Y,4TOR1' DIAGRAM ARKAY ENGINEERING INC. structural sne i veers 1955 E. Ed!aswood Drive, Lakeland 1=1 33aO3 'hone 8&3-&aa-&E�40 Fax State of Florida Certificate of Authorization E56341 Richard L K idde� F, E. - Florida License # 3-129& MW l 'r - — — i I i.. :'LII 1�11 ,, ,i I ifs i -- -- i y 1 y 51 411 N 'Q 0 3 0 3 O 4 z m a in TOP OF MANSARD ROOF Bottom OF m Z MANSARD ROOF 9 0. �oz o E o�o ID BACK OF EXISTING BUI GAURD RAIL - 42" HANDRAIL w 33" AT STAIRS EXISTING LANDING AND STAIRS RISERS TO ME M 'I" IN HEIGHT WITH 10" TREADS 1 011_31 4 31' lYb" RELOCATE REAR WALL AT NEW LOCATION 33' 3�411 REAR WALL 16'6" ABOVE EXISTING CONCRETE SLAB IN BUILDMG. REAR WALL SETS ON TOP OF A 8" BLOCK. THIS WALL WILL BE REMOVED TO ALLOW FOR EGRESS ACCESS FROM BACK OF THE BUILDING., CUT AWAY SLAB FROM NEW WALL LOCATION BACK TO REAR WALL AND REMOVE TOP COARSE OF THE WALL TO ALLOW FOR WOOD DECK TO BE BUILT OVER THIS AREA. SEE BUILDING CUT SECTION DETAIL 5-1 1 411-41 411-31 411 EXISTING TRUSS GIRDER EXISTING TRUSS GIRDER ----------- --------- •--•-• :z_---.......--::.-_-_.:...... - •... _ •_ .....• _ - --•-.----•------ --•-----•----- - r - _ --------------- EXISTING CANTILEVERED TRUSS END BEYOND BEAM TO BE REMOVED. SEE BUILDING SECTION DETAIL S-1 33, 9lo" 23t Or4" EXISTING TRUSSES TO BE CANTILEVERED FROM NEW WALL LOCATION SEE BUILDING CUT SECTION DETAIL 5-I 31' 054" rifiii�-riiiiuiiiiiiiii riiiiiiiiiiiiiii. iuiiiiiiiiiiiii iii.,•�iiiiiiiiiii � - - _— , iiiiiiiiiiii i O �iiiiiriiiiiii riiiii�iiii : O ; riiiiriiiiiiiiii iiiiioiiii� i :.- _- - = = ,-iiiiiiiiiiiiii ii�iiiiiiiii s— z iiiiiiii r1 � � ® MIN 1100 .41 o ,. Oz � 1 (L (TYP) SANITARY LINES INSTALLED AT lu iu THESE AREAS FOR FUTURE RESTROOMS M ff SLAB ELEVATION CHANGE I o 4Nt LL LL d NEW S" STEEL STUD FRAME WALL, THIS WALL or TO BE 2 HOUR FIRE RATED WALL FROM SLAB TO BOTTOM OF ROOF DECK. WALL TO HAVE R-IS FIBERGLASS INSULATION WITH (2) LAYER 1 5/&" FIRE RATED GYPSUM BOARD EACH SIDE ` SEE U.L. DESIGN DETAIL ON SHEET B 3 EXISTING TRUSS GIRDER EXISTING TRUSS GIRDER ----------------------------------------------------•---------------- ....- - - - - - ... - -- ' - ..... - - - - EXISTING CANTILEVERED TRUSS END BEYOND BEAM TO BE REMOVED. SEE BUILDING SECTION DETAIL 5-1 lJ 1 1 1 t ®1 1 I 1 1 I CUT OPENING IN EXISTING WALL. NON LOAD BEARING WALL WORK AREA ---- — ------ -- -.. _ ---. ....:5__"Z_.... --_... .._ .. _ _ ......_ _ ._........ _ .:...:. EXISTING 2X8 WOOD FRAME WALL. THIS WALL TO BE CONVERTED TO A INTERIOR 2 HOUR FIRE RATED WALL FROM SLAB TO BOTTOM OF ROOF DECK. WALL TO HAVE R-1-3 FIBERGLASS INSULATION WITH (2) LAYERS 5/8" FIRE RATED GYPSUM BOARD SET NEW SUPPORT COLUMN AT THESE LOCATIONS TO CLEAR EXISTING FOOTING o EACH SIDE. SEE U.L DESIGN DETAIL ON SHEET B 3 CUT OPENING IN EXISTING PAD OF EXISTING BUILDING COLUMNS, WALL, NON LOAD BEARING WALL UNIT "8 UNIT " f UNIT "6 ol UNIT "5 UNIT "4 UN1T •3 , , UNIT "2 32' 07ha" 33' 115/4" 34 5V:2° 31' 85/4" 32' 0%4" 24' 111 23' I1%u OPEN OPEN OPEN - OPEN OPEN ----------------------•.------------------------------------------------ ------------------------ ---------------------- -- ---------------------------------------------- -------------------------- ------------------------------------------ •.----------------------- ---------------------------------------- •------------------------------------------------------------------------------------------------- t.2" i ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -- -- ----------------------------- COVERED SIDE WALK LINE 32' 076 33' 115/4" 34' Ste" 31, 03/4" 30' 0i4" 20' 1" EXTERIOR DOOR AND WINDOW SCHEDULE A GLASS STORE FRONT UNIT 6'0"X6'8" GLASS DOOR IN CENTER WITH FIXED GLASS. GLASS STORE FRONT UNIT FIXED GLASS ® OPENING 19' 11 1/2" WIDE X 9' O" TALL (V,I.F,) OPENING 18' O 5/8" WIDE X 9' O" TALL (V,LF.) WIND PRESSURE: + 30,00 - 36.10 WIND PRESSURE: + 30,00 - 36.10 GLASS STORE FRONT UNIT FIXED GLASS 3'0"X6'8" FLUSH STEEL DOOR WITH KD STEEL © OPENING 20' 1" WIDE X 9' O" TALL (V.I.F,) ® FRAME, OUTSWING ADA THRESHOLD, HEAVY DUTY DOOR CLOSURE. ADA LEVER KEY WIND PRESSURE. + 30,00 - 36,10 LOCK WIND PRESSURE: + 33,10 - 44,00 34 ALUMINUM f FRAME SINGLE HUNG WINDOWS O WITH TINTED INSULATED GLASS WIND PRESSURE: + 34.02 - 44,64 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION INTERIOR DOOR SCHEDULE 3'0"Xro'8" 6 PANEL HARD50ARD DOOR Ol WITH FJ PAINT GRADE FRAME, COLONIAL CASING, ADA KEY LEVER LOCK 3'O"Xlro'8" 6 PANEL HARD50ARD DOOR ® WITH FJ PAINT GRADE FRAME, COLONIAL CASING, ADA PASSAGE LEVER LOCK 3'O"Xro'8" 6 PANEL HARDEOARD DOOR O WITH FJ PAINT GRADE FRAME, COLONIAL CASING. ADA PRIVACY LEVER LOCK ® 410"Xh'8" CASED OPENING 21 OII 21 ©II 21 QII 21 O11 23-T1 0411 FLOOD'. PLAN 1/8" = 1'011 EAST ELEVATION 1/8" 211011 -- IS, ilk" WORK AREA 2' O 11 21011 1O11 C UNIT "i. 24' 0% ® 1 s .r I 1 A301 In" ALL THREAD ROD THAT EXTENDS FROM SLAB BELOW TO TOP PLATE ABOVE WITH 2" SQUARE WASHER AT TOP AT EACH SIDE OF OPENINGS AND SPACED MAXIMUM 12" OC AT ALL WOOD WALLS EXISTING WOOD DECK WITH STAIRS DOWN TO GRADE EXISTING DOOR EXISTING MASONRY BUILDING EXISTING DOOR 4' 411 411 EXISTING BUILDING AT SOUTH END NOT SHOWN T ARKAY ENGINEERING INC. S lURAL\ENGINEERS tv RICHA L K,IDDE7' r�,E, FLORIDA LICENSE NUMBER 3-M& I HERBY CERTIFY TPAT THESE PLANS AND SPECIFICATIONS WERE PREPARED Ear ME. OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAP' , E� I, i, SECt1oN *os OF THE FLORIDA BUILDING CODE 2010 AND ASCE -wo FOR 1ST MPH WIND ZONE RISK CATECsORY 11' m fU u� In u t3 m ua o °—goo 0 Z -j (U L' i AS Hto In >m m UIU utfi g °m U < '40~ W tn e A 00 < a N Q �m IU 91 I— 2 Ill W �! m g DW III r W NLL jr mo r r 'r lc W m tlJ s m 1 � Q3 m m��Q3 zIN�-- M 0 fa U FL� L --I z Q) z vi w U- W —1 0 zQ) l'3 — j u OJu Q O L n o (Z 'T 61 � 0 aL W'DI� W 0 w Q z cA a Q 1 `C4 z O OIlll Q Q _Q O u— U z ct) z :r to Lu LL IL r IL U El � tit O u.t � U � O� O LL UNIT *1 1358 UNIT On. 1354 UNIT 03 1363 TOTAL 40-S UNIT 04 1608 UNIT 4`5 11SO UNIT Oro 1945 UNIT Oil 1924 UNIT 08 1806 TOTAL 13350 FRONT CANOPY 1185 REAR COVERED WALK 110& TOTAL AREA 15641 ARKAY 0 O ID 231' Oi" CUT AWAY AND REMOVE 4' 8" OF EXISTING SLAB AND REMOVE ONE COARSE OF BLOCK FROM EXISTING STEM WALL AT THE ORIGINAL REAR OF BUILDING \ \ \ \ �- - - -o \ \\ \\o\ \\ \\ - - -- --- - - -- --- --- --- - - -- q MONO FOOTING, SEE CUT BUILDING SECTION DETAIL S I o a - - - _� _ r - -- - - - - - - - - - Q - - * a - - - - r •rr " r rr" r - --- --- -- -- -- ---- -- - - - - -- -- - r -- -- - - i- r /-r- - r r- - r - - - - i ___ _ / 7 T 7 7 i 7 7 7 - i _ 1 _ _ _ c - cc - cc cc rc �c c cc rc Ir ,. �-- 1 - r l ., r' • , _ �' ; -y- .. LZ7 ?'1.1 _, 1•--011111111 ��z� z'z'zrzr �7_Z_z z'- -z ZZz z'z'z'�zr �z'z'zf z'z'z'z'z� .; ..................- ..................................................................................... I.:....... ... . . • ' ��'1 0 00 00 0 .... .........., 1001-� 1'_1.�'_�010000.1.�.�'00'1.�.�o�..�.�'.�1�.1'11.�'0000001-�.0'000�00000�..00 000000• oo• 0001�0....'.•..••....'.'.._ ..'.'•'.�'..'....'.�'..'.'..•.'..�'.•.:..'..'.•..,.....'..•...'.....•'..'.'..'.'..'....'.'..•.'..'......'..'.'..'.'....•..'.'..'.:: - I . . : � • .- MONO FOOTING, SEE CUT BUILDING SECTION DETAIL S-I . .. .. '•' .. "' " - .. - .. . " "' ' ' "' "' "' "' MONO FOOTING, SEE CUT BUILDING SECTION DETAIL S-1" "' " "' " "' r 1 -y. •- - . r r � r -• I � cV . . . .i ?'�" 1.;'C_,°.. ,.....1 ... 1. I- .......... .. , ... '.. '..... ...............I- ..................1. 1:.........:-.........................I ...........I ... I GUT AWAY AND REMOVE 4' O" OF EXISTING : : I SLAB AT PHASE II AREA ON BUILDING THAT 1- .. - .. ... - - .. .. - .. ... .. .. ... .. ... .. ... .. ... .. - .. ... .. .- .. ... .. - .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... • . ' .. • . ' .. ' . ' .. ' . FINISH FLOOR 8LA8 WILL BE POURED AT A I.. • • • • '" '' ," ' ' CUT AWAY AND V 2 6 OF (STING • • I LATER DATE I . . :. : .. .. . .. ' O EX • SLAB T THIS AREA TO ALLOW FOR NEW ' ' I I I NEW 04" SLAB OVER EXISTINFOOTING. POUR THE G CONCROTING ETE 1 I . � .. ' SLAB . .. 1. 1. . I (TYp) SANITARY LINES INSTALLED AT I• 'Q I THESE AREAS FOR FUTURE RESTROOMS I . . . .. .. .. .. .. . . . . ... .. ... .. ... ... .. ... SLAB ELEVATION CHANGE I. .. . ... .. . ... ... .. "' - ... .. - .. -: .. ... .. "' .. . .. ... .. ... .. ... .. . .. . .. . ... .. �, I I .....'. ..... ..... .......'... ..'... 1:...'...1:.. I,:.. .. ............ .. ...... ...'. ...'..'... 1 ...'....... .......'........ ........ - r".'...'..'...'..'........'.....'..'.....'.....'..I ..'.....'..'.....'...'..'.....'...'.....'.....'..'..I.....'..'...'.....'..'...'..'.....'...'..'.....'........'..'........'..'...'..... I THIS AREA OF THE BUILDING WILL ONLY HAVE I-'•.*..•'..'-.-'...'•.'•••'•.'...'••'..•'•.'•.•'..•..•'-'...'..--- ONLY THIS AREA OF THE BUILDING WILL ... '...... ... .... '..'... ... .... '..'... E : I CONCRETE PADS POURED AT PHASE I OF THE I ' : ' : • ' : ' :' : ' :' ' :•' : ' ,- • : • ' : ' :' • , • ,' ' : ' :' ' : ' 1--,., HAVE NEW CONCRETE FLOOR POURED • ' • ' •• ' • 'I-'., •• • ' •• i CONSTRUCTION. SLAB WILL BE PERMITTED AND I': : . . . . . . . . . . . . . . . . OVER TOP OF EXISTING CONCRETE • ''. ' . ' . ' . ' ' ' . ' '' ' ' ' . ' . ,.1. • . U AT A LATER ATE .. .. .. .. .... •...'.. ... ...'..'... - ..'... .. ...,- '..,-'-.... ....'..'... ..'... E : i POURED ER D .'. ...... '...'..'...'..' •. I" L'..'...'..'...•..'......•...'..•...'..•""'•..."..'..'...'..'...'..""".,- ..•...'..•...•..'...'" ...•"""'.. "'*' '...'..'...''' ""'''''"' II I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :: i I i i I. .. ... .. ... - ... .. -: .. ... .. ... .. ... "' .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. -: .. ' " .. ... .. - .. ... .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... .. ... "C 11 1. ® .................... ...... - - ....._..A__..... ------- __.___ -•-----..-... ____.-- _.__. ----_- •.___._ .. ... .. ... • - ... .. ... .. ... .. ... .. ... ... .. ... .. - — .. — - ... .. ... .. ... .. ... ... .. ... .. ... .. .. ... .. .. .. ... o ... • I --- ... .. .. -j-- . .. ----- -- i 1 �3 .. . Y' :I >� J� EXISTING MASONRY A � G NR -. 1. _. - -- .•',.. r tf • ,. :., �.. .. ... ... .. ... t .,. ... .. .. f •.. .. .. .. .. f .. .. ... .. ... .. ... .. .. ... o I BUILDING '-4-------•-----•-----------------}._-- — —�--- •-------_—_-----------• --•— — ----_—_-----_--_---_---•—_—•--- -- -�----�.»�.,_—_-----------__'•-----_•• --- ---------�•---'-•--- ---—_------ — -- —_ --- _— _.._,.... .—. _..__._._,. L.,—_ �._.��._�.__ _ -.�_—. --- _ .. .. O ,. .. . .. • . •: L.1.. . . ......: 1 •----'-- --•- -- . . . . - - - -- O r . :: . C .'..'.' C C I' C -.a_-_ .. �•: _. ... • .....: • • ... ... .. ... ... .. ... .. — .. ... .. ... .. ... .. ... .. ... .. .. .. . .. .. ... .. .. ... .. ... .. ... .. .. • ..__ .. _ - Co . .. . .. . ....1. . . .. .. .. . . .. '..'.•..'.'..'.•..•.'..'...•..'.'..'.'..'.'..•.•..'.•..'.'... III 1 I i I ................. �.. :.t 1. 0 1 j I. �.. ''" '.. '.. ,... '. •.. '..... '........ :.f .......... '.. ....... '... ... ..... '... .. LL Q () i I 1 I.: '.. L. .. MONO FOOTIN¢., SAME .. ... ... .. ... I . I ' 'AS BACK WALK FOOTING.':':. O. . . . . . . . . . . . . . . . . 1 I �....'... ,.... .......I.. `'' o I I . . ....... .................... 1:.1. 1:............:......... ..... 1........... . r O . . . . . I I I ... '.. ..... '.. .....1. 1. 1....1 I - .........I .. 11, .. ............. I. ..... ......... ...... _ _.. - "I ...................................... T .....-....... .. �- C C V \� C C 8 ... .. I'. o .. _ _ 1 Co o�_ .. . . - 0 0 :o ...:o: . . f I..• .....I ..... ..... ...... ..... :I .l. I...... 1 �.. .. .. . �( __-..--___•---•___-•-�-__- --- - _____ - - •----_--_-•_- ----..----•--'-----'--•-_•_-•-•--•_-_ . - __-- - - - ------ - f -- .. 1------------------------.._.-------------_ ------ _-1._-_---.---_ . ._____.._.......______ .._._._ -_... ._____.-...____-__..___-__ ________ ____ 0 1 - - -..-- _...-. ::- A i-- _} A --- - ----_--- ---------------------- -- .- ----- - ---------------------------------- ."- ----------------.-.-_--..__ .- ------------------------------- ---- -.--_--------------- -------------• -_ - - - .. .. ... c , .., - T .............-- . .. .I . .. O ,...,.,,,. . i - ...... II .. ti 1 I I• ... .. ... : .:.. . ' ..: -:.: - .. ... .. .. ... .. ... .. ... .. --_----- -- M._ ... .. ... .. ... .. . ---.....1 -- - -L- -. - ......'.'..'. II L:............ - ................1 - - ... :.j.. '" ......" " ......" "' *'', .. ''' '" ' ........, - .. I.........._... - " ... " ............, ............ . '------------------------------------- --- ---------------------------------------------------------------------------------------------------------------------_------------------------ --------------------------------------------- -- -I- -I- -I -I- -I I I I I I I \'—II COVERED SIDE WALK LINE I 1 • I 32' O61I I 21O4n 24�1I23.11n 2��4u ' " � u I ' " I ,4i . 41 511 EXISTING BEARING LOCATION ON TRUSSES TO BE MOVED FROM THIS LOCATION TO NEW WALL LOCATION AS SHOWN L------r- ALUMINUM FASCIA WITH VINLY SOF SHEET EXTERIOR OF WALL WITH 1116" OSB OR 1/2" CDX PLYWOOD NAILED 3" OC ON PLATES AND BLOCKING AND 6" OC ON VERTICAL STUDS. COVER WITH VAPOR BARRIER AND METAL BUILDING SIDING i- (3) 2XIO +2 PINE WITH 1/2" PLYWOOD _ FILLER HEADER OVER ALL DOOR Q 0 AND WINDOW OPENINGS NOTE: TOP OF COLUMN PADS MAY VARY DUE TO EXISTING BUILDING FINISH FLOOR ELEVATION. THIS WILL BE DETERMINED IN FIELD BY CONTRACTOR, NOTE: REFER TO STEEL BUILDING PLANS FOR COLUMN BOLTS PATTERNS AND TO VERIFY COLUMN LOCATIONS.. 231 V/" FOUNDATION PLAN 1/611 = V011 31' 411 41 011 211 oil 50ME EXISTING WOOD ROOF TRUSSES HAVE I . TOP CORD WATER DAMAGE. REPAIR BY REMOVE EXISTING METAL DECKING AND 2X4 PLACING A 2X6 +2 PINE 5CA5 ON FACE OF WOOD PURLINS FROM EXISTING WOOD ROOF CORD MINIMUM 4'O EACH DIRECTION PAST CUT AWAY EXISTING CANTILEVERED WOOD TRUSSES. INSTALL STEEL HAT CHANNEL PURLINS THE DAMAGED AREA AND NAIL WITH (2) ROWS TRUSS THAT EXTENDS PAST BEARING BEAM ON TOP CORD OF WOOD ROOF TRUSSES • 24 OG " OF I6D NAILS 6 OC �- NO STRUCTURAL REPAIR REQUIRED DUE TO USING (I) 1/4"X 1 3/4" HEX HEAD WOOD SCREW AT j ��z_ VERTICAL WEBB AT BEARING BEAM EACH SIDE INSTALL METAL ROOFING PER MANUFACTURES I ' SPECIFICATIONS TO PURLINS .1 - 4' 0 1 I 1 6 H ADD 2X•2 PINE SCAB TO FACE OF EACTRUSS A O I ' I I AT NEW BEARING LOCATION WITH (6) *0 NAILS I ' : I I AT TOP AND BOTTOM CORD (TYP) 1 I I , . I I R-19 INSULATION fT BOTTOM OF ROOF DECK I I AT WOOD ROOF ITRUSSES AND STEEL BUILDIgG I 1 DAMAGED AREA (TYP) I 1 I ' : I I I I 1 . ' . I EXISTING WOOD TRUSSES I : : I I I I I 1 I 1 . ' I I 1 I I I . I : ' I I I I ---------------- I I I I I --1------------------ 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 SEE STEEL BUILDING PLANS FOR I I I 1 1 1 I I I I I DETAILS OF ADDITION SECTION 1 I 1 I I I I I- : I I RED IRON STEEL I I I (2) 2X6 •2 PINE TOP PLATE I 1 I . I I I I I . I I 1 I EXISTING FLAT WOOD TRUSS GIRDER 1 I II I I I I I I 1 BEARING LOCATION WITH WOOD POST I I I I I I I 1 TO REMAIN I I I I I I 1 I I I I 1 I I I GIRD SYSTEM TIED TO STEEL BUILDING 2X(o +2 PINE FIRE /— BLOCKING AT 8' 0" TTRL16 ES OR BOTTOM CORD OF WOOD A301 1/2" ALL THREAD ROD THAT EXTENDS FROM SLAB BELOW TO TOP PLATE ABOVE WITH 2" SQUARE WASHER AT TOP AT EACH SIDE OF OPENINGS AND SPACED MAXIMUM 12" OC AT ALL WOOD WALLS EXISTING BUILDING: J 2" STEEL PIPE RAILING 42" ABOVE R-15 INSULATION IN EXTERIOR WALLS DECK WITH BALSUTERS SPACED WITH 1/2" GYPSUM WALLBOARD ON 4" OC FINISH UNIT ONLY 5/4"X6" P.T. DECK ATTACHED TO CUT AWAY EXISTING SLAB AREAS JOIST WITH (2) +8X2" DECK SCREWS TO ALLOW FOR NEW BEARING WALL MONO FOOTINGS - . = \ I / _ 2X6 n P.T. \1) BOTTOM PLATE c(1 / , EXISTING BUILDING F.F. ---",� I fi 11 11 11 11 11 L& / • - • •'a 'a •'4 -a a d a'a_-a•'a •'a _a a .. _o_+___ .ew_A+._-- d•sa •e e._Ao_eA...l.2X6 P.T. JOIST 16O�A.'.-__ /••N a-_4 ► / \ / . _ 4 . 6-4 . A BOTTOM OF NEW FOOTING TO BE 2X6 P.T. RIM BEAM * 11 0 e ! A ' i ! INIMUM 16" BELOW ORIGINAL SOIL e*.'I'eA-4I OF BUILDING _ \/ \/ \/ \/ \ / O 2X8 P.T. PLATE BOLTED TO EXISTING WALL WITH 1/2"X6" REDHEAD EXPANSION 0) BOLTS 24" OC. SECURE DECK TO PLATE WITH SIMPSON H3 CLIP5 APPROX GRADE AT REAR OF BUILDING 2X6 P.T. LEDGER BOLTED TO FOUNDATION WITH 1/2"X6" REDHEAD EXPANSION BOLTS 24" OC. SECURE JOIST TO LEDGER WITH SIMP50N HU24 HANGERS THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF • REPAIRS OR DELAY TO THE CONSTRUCTION 14 EXISTING REAR BLOCK STEM WALL TO REMAIN REMOVE SLAB AT AREA AND I ROW OF BLOCK WALL IS 50LID CONCRETE POURED NEW F-F- a ° • ' 4 ' 4 ' 4 • ' a a ' a ' d • a - - 4 a • ' • _J1,• e.�__ ._ -4 -r1.• ew -- A _.A -14• er_ ° _ "e 4J1•. °. I1..._ °e.._.'�., __° MONO FOOTING WITH (3) +5 REBAR ON CHAIRS SEE FOUNDATION PLAN FRAME ABOVE GLASS AT FRONT OF BUILDING. % O %5 z _ EACH SIDE OF GLASS OPENINGS AND ALL OTHER z ID STEEL BUILDING AREAS WITH 3 5/8" STEEL STUDS _ O to x m R-IS FIBERGLASS INSULATION AND 1/2' GYPSUM U a W WALLBOARD N 0- O LL - - Q % -1[ 1: )- w 4 z u1 r-�� MINIMUM 4" 3000 PSI CONCRETE 5LA8 WITH WIRE MESH OR FIBER MESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL , o" STEEL EXTERIOR SIDING OF BUIDING NEW F.F. . 4 . • a . • 4 • - 4 . . • a . • 4 • . a . a • ' q . • 4 . . a . • a • . a . - 4 • • 4 . • 4 • • a . • a . 4 • • 4 . • ° • . 4 • . a . ° . ° . A•4 . A'4 . A'4 . A•4 '4 A'4 A•4 A•4 A•4 A•4 A-4 A•4 A•., A•4 A'4 A•e A•4 A•4 A•4 A'4 A•4 A, •4 . A'4 . A." . A•4 . 4•4 A. 1 . . 41 . .F A. . . . • + e-! s-! + d-k 4! d-! s• a •° •4 a a a ' ° , a •° A,j SEE FOUNDATION PLAN SEE FOUNDATION PLAN IFOR PAD 517..E AT COLUMN FOR PAD SIZE AT COLUMN LOCATIONS LOCATIONS CUT BUILDING WALL SECTION DETAIL 8-1 NOT TO SCALE 10 Z to O 1 ap t a. O %& m TOP OF MANSARD ROOF BOTTOM OF MANSARD ROOF TOP OF PAD TO BE MINIMUM 12' BELOW TOP OF FINISH FLOOR OF PLACE COLUMN BOLT IN PAD BUILDING PER STEEL BUILDING MANUFACTURE (1) +5 REBAR EACH WAY EQUALLY SPACED AT TOP AND BOTTOM OF PAD - q a - d ' a - d ' q A".`Ae A► . •.,.! • A . a!a '•oa •,•d ••'a o•'d ••a i- •4 • A A•4 . 0•e e . .4 . A•e . A•e• . A•4 = .'►• P.'►' •.' O (3a°a••a!° a ! a • a .a,•_°•! . • -!°A•4 ° s cc)e•A•4 .A•e .4. A•e ,.AA ..•'eA'$ •`oAv•.'►- •oA 'i ia• d • O • d ,• d ,•0 ••a •a 1 . Lis,12"X12"X36" DEEP 3000 PSI CONCRETE PAD T FOOTING PAD A TOP OF PAD TO BE MINIMUM 12" PLACE COLUMN BOLT IN PAD BELOW TOP OF FINISH FLOOR OF PER STEEL BUILDING MANUFACTURE BUILDING (S) +5 REBAR EACH WAY EQUALLY 4 SPACED AT TOP AND BOTTOM OF p t PAD ct) ti— q 'q 'a a a '4.-4.-4.. w--- '4 • .e A.' - d d A','uA.'eP.'• a 4 e• • • ae 0 1, A sA ae d•4 . A•e . A•A A.A•e.A•4. . A.'a. A.,.. A. - A .' P.'.• A.'"' 02.' ♦ .' . e•!a ••d e•-d '64. a s• a•• 4ba -dAe •• a• -a", •e A•e d•s •e •s •4 •e •e a0•e sA ae !e-a -a" ! - a •-'a a, d"c e T 6" FOOTING PAD B 0 cq 90"X90"X36" DEEP 3000 PSI CONCRETE PAD TOP OF PAD TO BE MINIMUM 12" BELOW TOP OF FINISH FLOOR OF PLACE COLUMN BOLT IN PAD BUILDING PER STEEL BUILDING MANUFACTURE (S) +5 REBAR EACH WAY EQUALLY 5PACE) AT TOP AND BOTTOM OF PAD c(1 Z— 'a 'a 'a o 'a 'a 'd o a •i Ao bi P• P`e Ae A.'i A'.`io•a !a • •a • •a �° !•• eAo ••a e A•e . % •a . D . a•e . •e .A•4 . 0.4 ►' • A A A - A .'w' A. . b .'►• b . •'e •'a •'a •'o •'e •'a •'e •'a a O A 4 . A% . •e . A.F. . 6 •4 . A 4 . 0.4 . A•e . A•e . 0.4 ► • .' • .,., A .' A .'►• A .' b .'►• • .'. A .'w • .. a, • 4 e• • 4 s• ! 4 e• d • •• a a • a, ! •• ! a • •• a • • a -T ' e . 0.4 . A•e . D.4 . A•4 . A•4 . A% . A•4 • A-4 a A•4 e•'° a•'a • ! ° e•'• s ••'o a s ! •••'• a•'a • a _ % . d•4 . D•e A.A . A•e A•4 . A•4 . A•4 A•e . •4 SO"XSO"X48" DEEP 3000 PSI CONCRETE PAD -i. fo 11 FOOTING PAD C ARKAY ENGINEERING INC. 8 CTURAL EWnINEERS I Vv RICHKIDDEY P.E FLORVA LICENSE NUMBER 3.12S6 I HERBY CERTII-`Y THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERV15ION ARE IN COMPLIANCE WITH CHAPTER Irv, SECTION 160E OF THE FLORIDA BUILDING CODE 2010 AND AACE 1-10 FOR 131 MPH WIND ZONE RISK CATEGORY II m ul In z m Zz m zoo 0 0-4Z 0 0 D �^ J _ } 01 ul w5 H >0 t Z U uRi I am Q � W ~01 ZV ul� < co � w11 01 0 n U } A,a © � fy N Q mm N � � 1 T ru w ul m o :ju I In r W NLL jrmo r� i1) cf) 4p al�r owm m (1) * * -,Q (a 1 O z m i- m��Q) m (m so 0 u z go -- to u- 0-7� %- -0 � 4 z � 2 do c v emu. w m� () Z Q) of so kn � } U I LU , QO*'W Q) �. 0 (L, � v � If (`�1/. ul-��_,0- 1� W ,g 4- COo-0 C 0 co S S 10 U ( — CL � x -1 Q O 0_}} i I N CA i I CV rQ t- d w z a M a q .. _a (w- ) L U z d' z -1 a-4 V -4 :3 V (a >-() U� 4 LL u a. z —1 _4 4-1 61 cj) z rL `•i = ,- U lu a d) nO .0 `z w V 0- [w ) LL UNIT 01 1358 UNIT *2 1354 UNIT 03 1363 TOTAL 40-5 UNIT 4 18013 UNIT 05 1190 UNIT *6 1945 UNIT 01 1g24 UNIT *8 1808 TOTAL 13350 FRONT CANOPY 1185 REAR COVERED WALK 1106 TOTAL AREA 15641 52 AR <Ay M 13 — -- -- - - - __ 1 n rT-. I —1 1, � � III �I.,, -� .- � - � �.Ilt�.i1•. i 1 _� I T li. i1�1 Ln uiil�_�i�� ia9rlli. i,�. Design No. U301 July 17, 2012 Bearing Wall Rating — 2 HR- Finish Rating — 66 Min. Load Restricted for Canadian Applications — See Guide QXUV7 16 1. Nailimadls — Exposed or covered with joint compound- 2. Joints — Exposed joints covered with joint compound and paper tape_ Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with j papertape. 3. Nails — 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diem, 1/4 in. diam heads, and 8d cement coated nails 2-3/8 in. long, 0.113 in. shank diam, 9/32 in. diam heads. 4. Gypsum Board* — 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs over inner layer with the 2- 3/8 in. long nails spaced 8 in. OC. Vertical joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. When used in widths other than 48 in., gypsum board to be installed horizontally. When Steel Framing Members* (Item 6) are used, base layer attached to furring channels with 1 in. long Type 5 bugle -head steel screws spaced max 24 in. OC; face layer attached with 1-5/8 in. long Type S bugle - head steel screws spaced max 12 in. OC. ACADIA DRYWALL SUPPLIES LTD — Type X AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C, AGX-11. BELTING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1 CERTAINTEED GYPSUM INC — Types 1, FRPC, EGRG, GlasRoc, Type C or Type X. CERTAINTEED GYPSUM CANADA INC — Type C, Type X, Type Abuse -Resistant. CGC INC — Types AR, C, IP-AR, IP-X1, IP-)(2, IPC-AR, SCX, SHX, ULX, WRC, WRX . GEORGIA-PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP, DD, DA, DAPC , DGG, DS, GPFS6, LS LAFARGE NORTH AMERICA INC —Types LGFC-C, LGFC2, LGFC2A , LGFC6, LGFC6A., LGFC-C/A, LGFC- WD, LGLLX. NATIONAL GYPSUM CO — Types FSK, FSK-C, FSK-G, FSW, FSW-3, FSW-5, FSW-6, FSW-C, FSW-G, FSMR- C, FSL pABCo BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types C, PG-2, PG-3, PG-3W, PG-4, PG-5, PG-5W, PG-5WS, PG-9, PG-11, PG-C or PGS-WRS. PANEL REY S A —Types PRC, PRX, RHX, MDX, ETX, GREX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1 TEMPLE -INLAND — Type TG-C, Type X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type- X, Soffit -Type X, GreenGlass Type X. UNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX. 4A. Gypsum Board* — (As an alternate to Item 4) —Nom 3/4 in. thick, installed as described in Item 4. CGC INC — Types AR, IP-AR. UNITED STATES GYPSUM CO — Types AR, IP-AR. �I USG MEXICO S A DE C V —Types AR, IP-AR. 4B. Gypsum Board* — (As an alternate to Items 4 and 4A)-5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 4. Joint covering (Item 2) not required. CGC INC — Type SHX UNITED STATES GYPSUM Co — Type SHX USG MEXICO S A DE C V — Type SHX 4C. Gypsum Board* — (As an alternate to Items 4, 4A or 4B -not shown) For Direct Application to Studs Only- For use on one or both sides of the wall as the base layer or one or both sides of the wall as the face layer. Nom 5/8 in, thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. aced 8 in. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsmpasnthetface aYer screl seel screws ew length OC at perimeter and in the field when applied as the base layer. When applied to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum I wallboard and optional at remainingstud locations. Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used in lieu of or In addition to the lead batten strips or optional at other locations. Max 3/4 in. diam by max 0.125 in_ thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards underneath screw locations prior to the installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Fasteners for face layer gypsum panels (Items 4, 4A or 46) when installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described in Item 4. RAY -BAR ENGINEERING CORP — Type RB-LBG. 4D. Gypsum Board* — As an Alternate to Item 4 — 5/8 vlo in/.cthi thick gypsum lied ther horizontally or steel vertically. spaced Inner layers fastened to framing with 1-1/4 in_ long Type a max 8 in. OC, with last screw 1 in. from edge of board. Outer layers fastened to framing with 1-7/8 In. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths other than 48 in., gypsum board to be installed horizontally. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. I AMERICAN GYPSUM CO —Types AGX-1, M-Glass, AG-C_ i 4E. Gypsum Board* — (As an alternate to Items 4 through 4D) — 5/8 In. thick, 4 ft. wide, paper surfaced applied vertically and secured as described in Item 4. Design No. U404 March 19, 2012 Bearing Wall Rating — 1 and 2 Hr (See Items 2, 3 and 5) Nonbeering Wall Rating — 1 and 2 Hr (See Items 2, 3 and S) Load Restricted for Canadian Applications — Sec Guide BXUV' 2 Hr- Configuration A 2 Hr, Configuration S 2 ter, Goalliguratton E_; 1_ Steel Floor and Ceiling Runners — (Not Shown) — Channel shaped, 3-1/2 in. wide by 1-1/4 in. deep, fabricated from min 20 MSG (0.0329 in_, min bare metal thickness) galvanized steel. Attached to Floor and ceiling with steel fasteners spaced 24 in. OC max. I2. Steal Studle — MIN s WO STUDS! fabricated from min 20 MSG (0.0329 in.. Tnin bare metal thickness) galvanized steel ,spaced max 16 in. OC. For bearing walls, studs shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the bearing wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer and shall meet the requirements of all applicable local code agencies_ Steel studs attached to floor and ceiling runners with 3/8 in_ long Type S-12 steel screws on both sides of the studs or by welded or bolted connections designed in accordance with the AISI specifications_ For nonbearing walls, studs to be cut 3/8 to 3/4 In. less than assembly height and friction -fitted into floor and ceiling runners . 2A. Steel Studs — (As an alternate to Item 2, For use with Items SA & 513) Channel shaped, fabricated from min 20 MSG corrosion -protected or gals steel, 3-1/2 in. min width, min 1-1/2 in. flanges and 1/4 in. return, spaced a max of 16 in. OC_ Studs friction -fit into floor and ceiling runners. For nonbearing walls, studs to be cut 5/8 to 3/4 in. less than assembly height. 3. Cementitious Backer Units* — 1/2 in. or 518 in, thick, applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with corrosion resistant, chamfered, ribbed wafer head screws with a minimum head diameter of .400 inch. For nonbearing systems, fastened to studs and edge of the r of the bottom runners with the uppermost screws placed 1/2 in. to 2 in. belowthe bottom e g h leg top runner. Horizontal joints need not be backed by framing. 1 Hr System - Screws shall be min 1-1/4 in. cavity from m board vertical long and spaced a max of 8 in. OC. All vertical joints staggered one stud ca ty gypsum oa joints on the opposite side of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered_ 2-Hr System - For the base layer in Configuration B, the screws shall be min 1-1/4 in. long and spaced a max of 12 in. OC. For the face layers, screws shall be 1-5/8 in. long and spaced a max of 8 in. OC. All face layer joints offset min 12 in_ from underlying base layer joints. Joints in either layer need not be staggered from joints on the opposite side of the wall. UNITED STATES GYPSUM CO — DUROCK Exterior Cement Board, or DUROCK Brand Cement Board 4. Batts and Blankets* — Min 3 in- thick mineral wool insulation batts, friction -fitted between studs . I IIG MINWOOL L L C — Type SAFB THERMAFIBER INC — Type SAFB. S. Gypsum Board* — S/8 in- thick, with square or tapered edges, applied vertically or horizontally with vertical joints centered over studs. Horizontal joints need not be backed by framing. Fastened with Type S- 12 screws. 1-Hr System - For vertical application, fastened to studs and runners with 1 in, long screws spaced max 8 in. OC at vertical edges and spaced max 12 in. OC in the field. For horizontal application, fastened to studs and runners with I in. long screws spaced max 8 in. OC_ Vertical joints staggered one stud cavity from cement board vertical joints on opposite side of studs_ Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. 2-Hr System - Base layer with an overlying gypsum board face layer, fastened with 1 in. long screws spaced max 16 in. OC to studs and runners. Base layer with an overlying cement board face layer, fastened with 1 in. long screws spaced max 12 in. OC to studs and runners. Face layers Fastened with I-S/8 in. long screws spaced max 16 in. OC to studs and runners with screws offset 8 in. from face layer screws. Face layer joints offset min 12 in- from base layer joints. Joints in either layer need not be staggered from joints on the opposite side of the wall. When used in widths other than 48 in., gypsum panels to be installed horizontally. CGC INC — Types AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, SGX, ULX, WRC or WRX UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, WRC, WRX, USGX (Joint tape and compound, Items 6 and 7, optional for use with Type USGX), USG MEXICO S A DE C V — Types AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, ULX, WRC, WRX. SA. Gypsum Board* — (As an alternate to Item 5 may be used as the base layer on one or both sides of wall, For direct attachment only) - Nom SIB in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically- Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in_ long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field - RAY -BAR ENGINEERING CORP —Type RB-LBG SS. 0"murn Board* — (As an alternate to Item 5 may be used as the base layer on one or both sides of wall, For direct attachment only). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or EXISTING ROOF o II 1 1/2" 2' X 4' DROP IN CEILING TILE AND METAL GRID SYSTEM, 3 5/6" 25 GA. METAL STUDS WITH 1/2" GYPSUM WALL 50ARD EACH SIDE SECURE STUD WALL AT BOTTOM THROUGH STEEL TRACK WfTI-I MASONRY ANCHORS TWAT PENETRATE CONCRETE MINIMUM 1" SPACED 24" OC WITH STUD bCTENDING TO ABOVE DROP CEILING. N TYPICAL INTERIOR METAL STUD WALL DETAIL NO SCALE GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2010 FLORIDA BUILDING CODE ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY. HAS APPLIED "RATIONAL ANALYSIS' FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE - THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: FLOORS= SLAB - Li LOAD - 40 P.S,F_ LIVE LOAD - 50 P.S.F. DEAD LOAD - IU P.S.F. DEAD LOAD - 10 P.S F_ ROOF. LIVE LOAD (TRUSS TOP CHORD) - 20 P.S,F. DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P-S.F. A56UMED TRUSS SELF WEIGHT (DEAD LOAD) - T P.S.F. WIND, BUILDING 15 DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2010 FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R3OL2.1,1. AND 2010 FLORIDA BUILDING CODE SECTION 1609.1.1. COMPONENT 4 CLADDING WIND LOADS WIND DESIGN ASSUMPTIONS= BUILDING EXPOSURE - B 13UILDING RISK CATI=CtORY - II MEAN ROOF HEIGHT 30 OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT = 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT ../- 0,18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNL32 OF THIS SHEET _ ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602,5 SOIL BEARING 4 COMPACTION: ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS I WA 2 -65,1 3 -110.6 4 N/A +35.3/-36.2 5 N/A +35.3/-41.2 THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.B.F. (MINIMUM).. THE CONTRACTOR/PROPERTY OWNER RES ONSIBLEFOR VERIFYING THAT THE SO1 L ON THE 517E IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P,S.F_ FOUNDATION LOADING, ARKAY ENGINEERING, INC,: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERNG COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY 6011- TESTING. ARKAY ENGINEERING, INC, SHALL NOT BE RESPONISIBLE FOR THE 617E SOILS ABILITY TO SUPPORT THE BUILDING LOADS. FOUNDATIONS 4 SLAB- 0N-GRADE: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA, ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 I-AE.F. FOUNDATION LOADING, SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON GLEAN, ADEQUATELY COMPACTED AND MITE POISONED SOIL TER CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF 2-1,00 P.S.I. REINFORCING 6TML SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25' FOR •5 REBAR, 30" FOR N6 REBAR 4 35" FOR n RETSAR. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL WEIGHT OF 4 COURSES (AFTER FINAL SITE GRADING), THE CONTRACTOR OR BUILDING OWNER SHALL. DETERMINE THE EXACT STEMUALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED, i A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE 6UILDNG INSPECTORS USE, OR ALL PROPERTY MARKER$ SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS, SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TBRMITIGIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BAITING $Y8TE 15, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, A "CERTIFICATE OF COMPLIANCE" SHALL. BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED, THE CERTIFICATE SHALL STATE (PER FBC R320.1). "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 18 N ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 6ERVICES." IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTIONS R320.1.1 THROUGH R320_1.6 DO NOT APPLY, A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE Or OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR_ THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL (PER FBC R320,I.0 INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING 4 COMPACnON ARE COMPLETE (PER FBC R320.1.11 ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - (PER FBC R320,L2), BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT. (PER FBC R320_1.3) A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED (PER FBC R320.1.4). ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT (PER FBC R320.1,51 EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE 51DE WALLS (PER FBC R3206_I.6), AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. (PER FBC R320.1.6) CONDENSATE AND ROOF DOWNSPOUTS SHALL D*CHARGF AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS (PER FBC R320.1). AFTER ALL WORK IS COMPI `rED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. (PER FBC R320.8.3) THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL.) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR I1,151"ECTION FOR FUTURE TERMITE INFESTATIONS (PIER FBC R104). EXTERIOR WINDOW:° 4 DOOR A55EM5LIE5: ALL EXTERIOR WINDOW 4 GLA-56 DOORS SHALL BE TESTED IN ACCORDANCE WrfW ANSUAMMA/NUIWDA 101/152 STANDARDS AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THE MANUFACTURER. PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY, ALL MULLIONS AND ADJACENY DOOR/WINDOW ASSEMBLIES BHALL BE TE611ED OR ENGINEERM TO TRANSFER 1.5 TIMES THE DESI;sN LOADS TO THE ROUGH OPENING SUBSTRATE - INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORNG RECOMMENDATIONS TO ACHEIVE THE DESIGN PRESSURES SPECIFIED. ELECTRICAL, PLUMBING 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411,003(2XU OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL, PLUMBING AND MECHANICAL 5Y61EMe, SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HI6/11ER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTFRRUPTER "GFI" CIRCUIT. ALL ELECTRICAL OUTLETS IN BEDROOMS SHAH BE WIRED INTO AN ARC -FAULT INTERRUPTER 'API" CIRCUIT. 5AFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: (U GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES, (2) GLAZING IN DOORS AND rNCLO6URE5 FOR HOT TUBE, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A WILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS L.E58 THAN 60 INCHES ABOVE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND eWOSE BOTTOM EDGE 15 LESS THAN 60 INCHES ABOVE THE FINISHED FLOOR OR WALKING 6URFACE. (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE_ THAT MEETS ALL OF THE FOLLOWING CONDITIONS, A) EXPOSED AREA OF AN INDIVIDUAL- PANE GREATER THAN 9 SQ, FT, B) BOTTOM EDGE LESS THAN IS INCHES ABOVE THE FLOOR. C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR D) ONE OR MORE WALKING 81RRFACE6 WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF Gi_AZING. DRAFTSTOPPING: IN SINGLE FAMILY DWELLINGS, DRAFT5TOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMIMG MEMBERS) IN FLOORICEJLING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTBTOPPING SHALL BE CONSTUCTED 6UC44 THAT THE FLOOR/CEILING ASSEMBLY 18 BROKEN UP INTO TWO OR MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 8Q, FT. ARKAY EJJGrINE RING INC, b EhiGINE�RB / RICHARD L_ i DDEI f" FLORIDA LICE143E NUMB 5 U56 THE CLIENT UNpB413TAN 16 THAT THE DFINGNEIR CARRIES NO LIABILITY INSURANCE AND TI-iHREf-ORE I HERBY CRRTiFY 144AT THESE PLANS AND SPECIFICATIONS AGREP$ TO HOLD WARMLESS, IDt9'INIFY, AND DEFEND DEWAM FROM ALL CLAIMS, LObiFS AND UI�E pit♦ ' aRED I3•,' ME OR Il:�DER MT DIRECT 8UPERVISION EXPBNfp (INCLUDING ML4*QNAmLrL ATTOIRNEY FEES) ARI6NG OU7 OF OR REBULTTNG FROM THE ARE M CGf'1 RECl 4GE Ui,' it l f ;I�AF'TER IFS, SECTION &JP OF THE PROJECT, THE DRbkih�llt LLNLL IN 600E MITE ATTlI"IPT TO PROVIDE IRROR PROM CONSTRUCTION ARE IN CUPJ_I NGi E W.'T :G4A AND ASCE T1 MOR 1ST MPH DRAURNG6, EILIT N THE EVENT ERRORS OGCLRR THE DENGNHR WILL NOT BE LUABL.E FOR COST OF RI3PAIRS OR DELAY TO THE GOMTR.UGTION - - - WIND ZONE RISK CATEGORY 11 m m z In 19 m 1A Q z o °-�� o 0 z 00 Q 0 5 F� }- z " in QU QED Z W�c A 0 � U ©O Z CN min �N P Ifu W �? m CI W in W N LL coo r r s krT s � 0 r:: o kYTID U ? tL. X N —I -a L zm �o 0 Z OJ of w LLI Q o .� 0 Q� L -f3 W-A dJ C 0 -C 0 IL -) (Y ltl f- .Q 0 Z W C14 i r Z O uj Z Q Q C1 LL ? a� zLU Q U U LL U_ O Q z� } M U to � a Z o tu V! U La VJ O EL _V� o N !L }— UNIT 01 1358 UNIT 02 1354 UNIT 03 1363 TOTAL 4075 UNIT 04 1508 UNIT 0S MW UNIT •6 1945 UNIT 01 1524 UNIT 08 1808 TOTAL 13350 FRONT CANOPY 1155 REAR COVERED WALK 1106 TOTAL AREA 15641 ARKAY A PANEL H FUTURE AIR HANDLER INSTALLED ABOVE DROP CEILING FUTURE i,~iI FUTURE W;� Oil FUTURE } FUTURE [ 1 « PANEL G PANEL F FUTURE AIR HANDLER INSTALLED ABOVE DROP CEILING FUTURE AIR- HANDLER INSTALLED ABOVE DROP CEILING daitiY FUTURE AIR HANDLER INSTALLED ABOVE DROP CEILING dynYb+ PANEL E ELECTRICAL PANEL AND SIGN BOX TO BE INSTALLED FOR ELECTRICAL PANEL AND SIGN BOX TO BE INSTALLED FOR ELECTRICAL PANEL AND SIGN BOX TO BE INSTALLED FOR ELECTRICAL PANEL AND SIGN BOX TO BE INSTALLED FOR FUTURE. NO ELECTRICAL IN THESE UNITS TILL THE PHASE 11 FUTURE. NO ELECTRICAL IN THESE UNITS TILL THE PHASE 11 z FUTURE. NO ELECTRICAL IN THESE UNITS TILL THE PHASE II z FUTURE. NO ELECTRICAL IN THESE UNITS TILL THE PHASE II CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION COMPRER86OR UNITS ON BRACKETS MOUNTED ON FACE OF BUILDING 'Bob' ABOVE DECK FIN18H FLOOR (TYP) FUTURE C 12 C 2,4 B 2,4 512 .,t 1, •, PANEL C PANEL B 513 iC 14 \ 1 1 1 1 AIR HANDLER INSTALLED AIR HANDLER INSTALLED \ ABOVE DROP CEILING ABOVE D�ROP�CEIUNG •I - -r G 5 � i / G 1,3 I B 1,3 Al ELECTRICAL PANEL AND SIGN BOX TO BE INSTALLED FOR \1 \ FUTURE. NO ELECTRICAL IN THESE UNITS TILL THE PHASE 11 1 CONSTRUCTION ri 1 1 / •\ 1 1 l I j PANEL D FUTURE AIR HANDLER INSTALLED ABOVE DROP CEILING �` IM 2,4 rm1- ILvn�Jl AIB AIR HANDLER INSTALLED ABOVE DROP CEILING % 1 A %3 1•19 g .A 5 .._---------����-----------------------------11--------------------------------z---------------------_-----------------------------L----------------------------------------------z---------- --- - - - .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - _ _ - - - - - - - - - - - - - - - - - - - - - - - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 1 1 FUTUR SIGN FUTURE SIGN FUTURE SIGN FUTURE SIGN FUTURE SIGN SIGN 6514 81GN C T B l A -I POWEIR PLAN 1/811 = 1101' COMPRESSOR UNITS ON BRACKETS MOUNTED ON FACE OF BUILDING S6" Aa `------------------------_.-------------__---___-'-'-----------'----'-__----------------------------'------_-------------------_-------------------_-,---------- -----------.----_----------------_------------------_______-_-_------------- _---------------------- THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION ELECTRICAL LEGEND 24"X48" RECESSED 60 CEILING 150 WATT FIXTURE (2) LAMP MOUNT FIXTURE WALL PACK FLOURSCENT ® � EXIT 100 CFM EMERGENCY LIGHT LIGHTED EXIT W/BATTERY BACK UP SIGN W/BATTERY BATH FAN BACK UP 19 100 AMP TYP METER 4aOO AMP PANEL MAIN FBRK u. ENCLOSED BRK WATRER PROOF IIOV CIRC BOX 110 V QUAD RECPT WP CFI( 1 VVJJ�� 3 WATER PROOF 3 WAY 5WTICH SWTICH GROUND FAULT 110 v RECPT EXISTING MASONRY BUILDING 51NeMING INC. I ®n9lnawa re, L.dcwlsid FI 33803 Fmc 863-688-655'I :&to of Autho Matlo • E56341 - Florlde Ll.~ • 3MS6 ARKAY ESiZri NEE'RING INC. -7) RICPARO L. KIDDEY P.E. FLORIDA LICEN3E NUMBER 312,B& m N L9 U m � � Z z o °o o�zoo o u- u m ]m� 1 J 0m ~ W � Z W cu. 0 IN quo0 tU <fy �m In Z DLn o m w ul w NLL ly mo �r LnCQ(P c'Il d)�r maul* 1 � �3 n` m� z o0 — FL LL L z 0) 75 N� : 0 — �t u tu L d -3 O va •Q �moY w .� LL W o73 � In fA � S nn0 NN Jw Q z L N CA m C4 O 3 0 � O IL U z � z � A� uu U 0 w LL LL t'4 u � p Z > � � UED ul z� Z— Lu U� d O� 0- Z 0 LL UNIT 01 1358 UNIT 02 1354 UNIT 03 1363 TOTAL 40-15 UNIT 04 1808 UNIT 05 1-I90 UNIT Oro 1945 UNIT 01 1924 UNIT 08 1808 TOTAL 13350 FRONT CANOPY 1165 REAR COVERED WAL1< 110ro TOTAL AREA 15641 AR<AY * �� 100 AMP 24 CIR TYPICAL PANEL " A " 10,000 AIC I AIR HANDLER 21-50 2 CONDENSER 2P60 3 AIR HANDLER 4 CONDENSER 5 RECEPTACLES IP20 6 EXTERIOR WALL PAC LIGHTS 1P20 1 SIGN 1P20 8 EXTERIOR FRONT LIGHTS I11=20 9 EMERGENCY t EXIT SIGNS IP20 10 INTERIOR LIGHTING 11-20 11 INTERIOR LIGHTING 1P20 12 EXTERIOR WP GFI RECEPTACLE I020 13 RECEPTACLES IP20 14 SPARE 1P20 15 RECEPTACLES 111=20 16 OPEN n SPARE IP20 18 OPEN 19 OPEN 20 OPEN 21 OPEN 22 OPEN 23 OPEN 24 OPEN 100 AMP 24 CIR TYPICAL PANEL " 5 " 10,000 AIC I AIR HANDLER 2P50 2 CONDENSER 2P60 3 AIR HANDLER 4 CONDENSER 5 RECEPTACLES IP20 C- SPARE 1P20 1 SIGN 111-20 8 OPEN 9 EMERGENCY e EXIT SIGNS IP20 10 INTERIOR LIGHTING 11=20 11 INTERIOR LIGHTING 1P20 12 EXTERIOR WP GFI RECEPTACLE 1P20 13 RECEPTACLES IP20 14 RECEPTACLES IP20 15 SPARE IP20 16 SPARE 1P20 11 OPEN 18 OPEN 19 OPEN 20 OPEN 21 1 OPEN 22 OPEN 23 OPEN 24 OPEN 100 AMP 24 CIR TYPICAL PANEL " C " 10,000 AIC I AIR HANDLER 2P50 2 CONDENSER 2P60 3 AIR HANDLER 4 CONDENSER 5 RECEPTACLES 1P20 6 SPARE 1P20 -( SIGN 11-20 8 OPEN 9 EMERGENCY R EXIT SIGNS 1P20 10 INTERIOR LIGHTING 1P20 11 INTERIOR LIGHTING 1P20 12 EXTERIOR WP GFI RECEPTACLE 1P20 13 RECEPTACLES 1P20 14 RECEPTACLES IP20 15 SPARE IP20 16 SPARE IP20 11 OPEN 18 OPEN 19 OPEN 20 OPEN 21 OPEN 22 OPEN 23 OPEN 24 OPEN LOAD CALCULATIONS UNIT 01 LOAD DEMAND FACTOR TOTALS LIGHTING 1358 X 3 4014 RECPTS 24 X 180 4320 (1) N.V.A.C. UNIT 5500 TOTAL 13894 13894 VA 206 VOLTS = Col AMPS LOAD CALCULATIONS UNIT #2 LOAD DEMAND FACTOR TOTALS LIGHTING 1354 X 3 4062 RECPTS 18 X 180 3240 (1) H.V.A.C. UNIT 5500 TOTAL 12802 12502 VA 206 VOLTS = 62 AMPS LOAD CALCULATIONS UNIT *3 LOAD DEMAND FACTOR TOTALS LIGHTING 1363 X 3 40&S RECPTS 28 X 180 5040 (1) H,V.A.C. UNIT 5500 TOTAL 14629 14629 VA 208 VOLTS = 11 AMPS LOAD CALCULATIONS UNIT *4 ASSUME LOAD DEMAND FACTOR TOTALS LIGHTING 1608 X 3 5424 RECPTS 15 X 180 2100 (U H.V,A,C, UNIT 6500 TOTAL 14624 14&24 VA 11 AMPS 208 VOLTS THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES [INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN CsOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION 100 AMP 24 CIR TYPICAL PANEL " D 10,000 AIC I OPEN 2 OPEN 3 OPEN 4 OPEN 5 OPEN 6 OPEN I OPEN 8 OPEN g OPEN 10 OPEN 11 OPEN 12 OPEN 13 OPEN 14 OPEN 15 OPEN 16 OPEN 11 OPEN 18 OPEN Is OPEN 20 OPEN 21 OPEN 22 OPEN 23 OPEN 24 OPEN 100 AMP 24 CIR TYPICAL PANEL " E :' 10,000 AIC I OPEN 2 OPEN 3 OPEN 4 OPEN 5 OPEN 6 OPEN -I I OPEN 8 OPEN g OPEN 10 OPEN 1 I OPEN 12 OPEN 13 OPEN 14 OPEN 15 OPEN 16 OPEN 11 OPEN 18 OPEN 19 OPEN 20 OPEN 21 OPEN 22 OPEN 23 OPEN 24 OPEN 100 AMP 24 CIR TYPICAL PANEL " F " 10,000 AIC I OPEN 2 OPEN 3 OPEN 4 OPEN 5 OPEN 6 OPEN 1 OPEN 8 OPEN g OPEN 10 OPEN 11 OPEN 12 OPEN 13 OPEN 14 OPEN 15 OPEN 16 OPEN OPEN 18 OPEN [23 OPEN 20 OPEN OPEN 22 OPEN OPEN 24 OPEN LOAD CALCULATIONS UNIT 05 ASSUME LOAD DEMAND FACTOR TOTALS LIGHTING; 1190 X 3 53-10 RECPTS 15 X 150 2100 (1) H,V.A.C, UNIT 6500 TOTAL 145'10 145-10 VA 208 VOLTS = _10 AMPS LOAD CALCULATIONS UNIT 'pro ASSUME LOAD DEMAND FACTOR TOTALS LIGHTING 1945 X 3 5835 RECPTS 15 X 180 2-100 (1) H.V.A,C. UNIT 6500 TOTAL 15035 15035 VA 208 VOLTS = '13 AMPS LOAD CALCULATIONS UNIT *-1 ASSUME LOAD DEMAND FACTOR TOTALS LIGHTING 1924 X 3 51i2 RECPTS 15 X 100 2100 (1) H.V,A.C, UNIT 6500 TOTAL 14912 14912 VA 206 VOLTS - �2 AMPS LOAD CALCULATIONS UNIT 08 ASSUME LOAD DEMAND FACTOR TOTALS LIGHTING 1508 X 3 5424 RECPTS 15 X 150 2100 (1) H,V,A.C. UNIT 6500 TOTAL 14624 14624 VA 208 VOLTS = -11 AMPS TOTAL COM51NE AMP REQUIREMENTS 551 AMPS USE 600 AMP 120/208 3 PHASE MAIN 100 AMP 24 CIR TYPICAL PANEL " G 10,000 AIC I OPEN 2 OPEN 3 OPEN 4 OPEN 5 OPEN 6 OPEN I OPEN 8 OPEN g OPEN 10 OPEN 11 OPEN 12 OPEN 13 OPEN 14 OPEN 15 OPEN 16 OPEN 11 OPEN 18 OPEN 19 OPEN 20 OPEN 21 1 OPEN 221 OPEN 23 OPEN 1 1 24 OPEN 100 AMP 24 CIR TYPICAL PANEL " H " 10,000 AIC I OPEN 2 OPEN 3 OPEN 4 OPEN 5 OPEN 6 OPEN -1 OPEN 8 OPEN 9 OPEN 10 OPEN 11 OPEN 12 OPEN 13 OPEN 14 OPEN 15 OPEN 16 OPEN li OPEN 18 OPEN 19 OPEN 20 OPEN 21 OPEN 22 OPEN 23 OPEN 24 OPEN W.P. WIREWAY 3 1/2" PVC (4) 3,0 C MAIN 600 AMP METER METER METER METER METER METER METER 120/206 V UNIT 08 UNIT "1 UNIT •6 UNIT 05 UNIT "4 UNIT 1*3 UNIT 02 3 PHASE I" F TU E F TU F TU E F TU E F TU E F TU �� 3 1/2 PVC: (4)3 100 AMP 100 AMP 100 AMP 100 AMP 100 AMP 100 AMP 100 AMP DISC DISC DISC DISC DISC DISC DISC 3/Qo C,U. 240CIRC PNL I 124CIRC MNL I 1240CIRCMPNL AP 2 CU GROUND ROD* 3 PHASE POUTER 10' 0" APART TRANSFORMER ELECTRICAL SPECIFICATIONS 1.1 SCOPE A. WORK INCLUDED: Include the following Work in addition to items normally part of this Section: 01 Wiring for lighting and power. 02 Installation of lighting fixtures with lamps. 03 Lighting panelboards and distribution panelboards. 04 Connection of equipment shown. 05 Control wiring. 06 Disconnection and removal of existing fixtures and wiring not to be reused. 1.2 MINIMUM COMPLIANCE STANDARDS A. All work shall be done in accordance with the requirements of the following: 01 Latest adopted issue of the National Electrical Code, NFPA 70. 02 Other applicable NFPA Codes. 03 Regulation of local authorities having jurisdiction. B. Furnish and install all labor, material and equipment and services necessary for complete and safe installation of the electrical system indicated on the drawings and noted in the specifications hereinafter. Electrical systems and equipment shall in general include the following: 01 General provisions for electrical work. 02 Wiring, distribution equipment and devices. 03 Lighting fixtures and lamps. 04 Grounding system. 1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK A. DRAWINGS: Electrical drawings considered diagrammatic and indicate general arrangement of work and systems. Refer to other drawings to verify location of equipment, etc. Check drawings of other trades to verify exact space condition or underground lines. Drawing Scales prohibit the indication of all offsets, fittings and accessories required, however these items will be provided by this subcontractor at no extra cost to the owner. B. QUALITY OF MATERIALS: New, best of their respective kind, free from defects, and listed by Underwriter's Laboratories, Inc. or bearing their label. C. SHOP DRAWINGS: Submit four (4) copies of shop drawings for lighting fixtures and panelboards. Obtain approval before equipment is ordered, built or installed. D. EXCAVATION AND BACKFILLING: Excavate, backfill and restore surfaces for all electrical work. E. Visit site and inspect existing facilities before bid in order to ensure proper evaluation of working conditions and location of existing equipment. 1.4 WIRING, DISTRIBUTION EQUIPMENT AND DEVICES A. CONDUCTORS: Copper, in accordance with ASTM Standards, size references AWG. Conductors No. 10 and smaller size solid, No. 8 and larger stranded. Insulation of conductor thermoplastic, type THHN (min. size: No. 12) any wire installed outside, underground, in slabs, or exposed to moisture shall have THWN insulation. B. RACEWAYS: RIGID STEEL CONDUIT, full weight pipe galvanized, threaded, and minimum 1/2 inch except as noted or required for wiring. ELECTRICAL METALLIC TUBING (EMT), thin wall pipe, galvanized, threadless, comression fittings, and minimum 1/2" except as noted or required for wiring. FLEXIBLE STEEL CONDUIT, continuous singlestrip, galvanized, and minimum 1/2" size except as noted or required for wiring. PVC CONDUIT, heavy duty type, size as indicated. Type AC or MC cable where permitted. Separate raceways shall be used for each voltage system. C. DISCONNECT SWITCHES: General Duty, horsepower rated for motor loads 600 or 250 volt rating, fused or non -fused as noted; number of poles as indicated, cover interlocked with switch. Enclosure NEMA 1 for indoor use and NEMA 3R for weatherproof applications. Switch to be Square "D" or equal. 100 AMP I 1 100 AMP 24 CIRC PNL 1 24 CIRC PNL 5UILDING RISER DIAGRAM NOT TO SCALE 3 1/2" PVC (4) 3,0 C METER UNIT •1 100 AMP DISC 24OGR0 AMP C PNL I 12400 AMP CIPC PNL I 1240GIRCAMP PNL PANELS FOR UNITS 1, 2,3 ARE TO THIS METER 3" PVC (4) 3,0 C (1) *8 G D. CIRCUIT BREAKERS: Molded case, thermal -magnetic quick -make, quick -break, bolt -on type with manually operated insulated trip -free handl-a. Multi -pole types with internal common trip bar. Terminals suitable for copper or aluminum conductors. Interrupting capacity minimum 10,000 RMS symmetrical amperes circuit breakers to be Square "D" or equal, type as required. E. PANELBOARDS: Voltage, phasing and ampere ratings as indicated, circuit breaker type as indicated, busbars of hard drawn copper, minimum 98% conductivity, galvanized steel back box, door and trim. All corners lapped and welded, hardware chrome plated with flush lock and catch. Hinges semi - concealed, 5 knuckle steel with nonferrous pins, 180 degree openings. Minimum gutter space 5- 3/4" sides, top and bottom. Increase size where required by code. Directory holder complete with clear plastic transparent cover indicating typewritten list of feeder cables, conduit sizes, circuit numbers, outlets of equipment supplied, and their location. Circuit breaker type panelboards to be Square "D" type NQOD or I -Line, or equal. A plastic label shall be located on exterior of panelboard identifying the system voltage, phase, and current rating. F. WIRING DEVICES: All devices the product of the same manufacturer. Wall switches single pole, 20 ampere, 120 volt. Wall switches three-way, 20 ampere, 120 volt. Receptacles duplex, 2 wire; 3 pole grounded, 20 ampere, 120 volt. G. DEVICE PLATES: Provide for all outlets where devices are installed. Provide engraved marking for special outlets. Provide blank plates for empty or future outlet boxes. DEVICE AND DEVICE PLATES COLORS TO BE VERIFIED WITH INTERIOR DESIGNER AND OWNER. 1.5 LIGHTING FIXTURES AND LAMPS A. Furnish and install complete system of lighting fixtures, lamps, accessories and supports as specified and indicated. Submittals of equal quality are allowed. 1.6 GROUNDING SYSTEM A. EQUIPMENT: Ground non -current carrying metal parts of panelboard, raceways and all lighting fixtures. All conduits shall have equipment grounding conductors. 1.7 INSTALLATION A. Secure all supports to building structure. Support horizontal runs of metallic conduit not more than 10 feet apart. Run exposed raceways parallel with or at right angles to walls, EL Rases eways,gwo&wata rrs4s mnd, ,piping when pull boxes are not required. No raceway within 3 inches of steam or hot water pipes, or appliances, except crossings where raceway shall be at least 2 inches from pipe cover. C. Cut conduit ends square, ream smooth. Paint male threads of field threaded conduit with graphite base pipe compound. Draw up tight with conduit couplings. D. Leave wire sufficiently long to permit making final connections. In raceways over 50 feet in which wiring is not installed, furnish pull wire. E. Verify locations of outlets and switches. F. Support panel, junction and pull boxes independently to building structure with no weight bearing on conduits. G. Connect conduit to motor conduit terminal boxes with flexible conduit; minimum 18 inches in length and 50% slack. Do not terminate in or fasten raceways to motor foundation. H. Contractor to remove and salvage all abandoned electrical equiment. 1. This contractor shall warrant all labor and materials for one year from date of final written acceptance. I ' - -- �— 1---�- 1 - - Ti11 Y E1KIDDE-Y 11046 INC. 0 RICHARD L P:E: FLORIDA LICENSE NUMBER 31294 m Ul In v �fn m uA ¢ o 00 0 z o0 ° LL �zmuN Win u 0m Z ~ W 0 w � �� A 013 m0 N Q (hm Ly d Ifflu 1- = ill W m ° DW in U W NU_ mor rr �NoC cfJ W m = � m U 1 ZLL tU L U_ 0 as Z 9).T �[ Z U1 5 i 04 W CIQiJL a)Q) �.3 to to-. 3 t �Mo�L W �4 LL U! 0 Q-C IZ ) ff La t- Q Z O 111 pL QL cr i A F_ � 4 ui Z _Q ff 1!- z Z Z V Z IL N U_ U_ n Q Z } � U � LU a Z — �t,4 vu1 C, cn '� Q U_ UNIT *1 1358 UNIT *2 1354 UNIT *3 1363 TOTAL 40-S UNIT *4 1805 UNIT *5 1190 UNIT 06 1945 UNIT *1 1924 UNIT *8 1808 TOTAL 1BB50 COMPRESSOR UNITS ON BRACKETS MOUNTED ON FACE OF BUILDING S&" , BAHR AIR CONDTIONING INC ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- , , HV,AC PLAN 1/8" 11011 APPROVED FIRE EXTINGUISHERS PER NFPA 10 APPROVED FIRE EXTINGUISHERS PER NFPA 10 APPROVED FIRE EXTINGUISHERS PER NFPA 10 ----•.-------.•--.--•._-----------•.---------------Z-------------------------------------------------- z-------------------------------------------------- x----------------------------------------------Z-------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------- 0 APPROVED FIRE EXTINGUISHERS PER NFPA 10 •------------------------------------------------------------------------------------------------------------------ - - - - --------------- - - - - -- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - - - - - - LIFE SAFETY PLAN 1/811 = V 011 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DE81GNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION EXISTING MASONRY BUILDING 312e& m tn V t9 m Z In < z o go O ~ Z 00 �N O n m >0 z UN Win u Qm a a � 'W zW � Q� o a mo QmIU m IU � TN o � m w tn w NL mo rr Q w cn ccn x0 UUct)Qvv0 to I- z -Z LL 0 q 'D Q O 1L W u1 O zo)-� l7 U� z a Ulfp()L L ui �moY w %D Ul >11S�V. 11d Q z } W lQ r ui .z 4 Q !.L z to z� z �p U u- Lu Q zlu Q O� z o� n� T �N �F O UNIT #1 1358 UNIT 02 1384 UNIT 03 1363 TOTAL 4015 UNIT 04 1606 UNIT *5 1190 UNIT 'P6 1945 UNIT 01 1924 UNIT 08 1608 TOTAL 13380 FRONT CANOPY 1185 REAR COVERED WALK 1106 TOTAL ARE 18641 1'M'1 1 ARIA 1 * 1 C.O. CIO, C.O, C.O, TO SEWER SYSTEM C. ,.1...� (TYP) SANITARY LINES INSTALLED AT THESE AREAS FOR FUTURE RESTROOMS F------------------ ------------------------ — — ----- — — ----- — —------- — —--------- ----- —------- — — — — — —---•--- — — --- — — — — --- — — — — -- -- ---•— — — --- --- — — — — — — — --- ----------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- y ----------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- S►4NITARY FLAN 1/81' = 1'pll 4" C.O. 2" V.T.R. 3" V.T,R. We we 3 3" V 2u LAV THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION ' DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST or - REPAIRS OR DELAY TO THE CONSTRUCTION 4" 2" v.T,R, 3" V.T.R. 4 we We 3 3" LAV LAV 2" ----------------- 6' MAX, IWO ------ TOE CLEARANCE - -- - - - - - z d i z z IZ" MAX LAY DEPTH S" MIN KNEE CLEARANCE HANDICAP SINK DETAIL SINK I. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34" FROM THE FINISH FLOOR- EACH SINK SHALL BE MINIMUM OF 6 1/2" DEEP, 2. CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER OR 52" BY 12" FINISH INSIDE DIMENSIONS ADJACENT TO THE LAVATORY AREA. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY OR SNK 4" C.O. 4" 4" C,O, 4" C.o. JTO SEWER SYSTEM 4" 411 2" V.T.R. 3" V.T.R. WC We 3 3" v 2" LAV SANITARY R16ER DIAGRAM NOT TO SCALE 54" MIN TOILET is" MIN IS" MIN 24" MIN PAPER �� HOLDER 4�MIN � LAV: z M CLEAR FLOOR �Q SPACE HANDICAP TOILET DETAIL - - - - - - - - - - - - (00" MIN GRAB BARS A GRAB BAR SHALL SE PROVIDE. LOCATED 33' INCHES FROM AND PARALLEL TO THE FINISHED FLOOR. MEASURED VERTICALLY TO THE TOP OF THE RAIL WITH VARIATION OF NOT MORE THAN 1/2 INCH AND: 1. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES 2. SMALL. PROVIDE 1 1/2 INCHES OF CLEARANCE BETWEEN THE RAIL AND THE WALL. 3. SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 LOS APPLIED AT ANY POINT. DOWNWARD OR HORIZONTALLY. 4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE LENGTH. SPECIAL NOTE. GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT. 5. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED AT THE LEADING EDGE OF THE WATER CLOSET. 2" V.T.R. 3" V.T.R. we 2'I LAV iR 'G INC. E- UMBER 312S& m N Ln V l7 m � E z o 00 0 00 z o0 Ln J >- lD cc ul H z m U i w uNl � om tnxx a w0aL` ' A IN ®° a 0 fu Q �m (U ul I- _T N o -m w w NIL mor %D C-4 cA u t ct) m * O m Q) tr1 QO c6 V x L V yj ,mac W :3 L. z Q) >v — d ID Qj LL W m . Ul Ld Q i U (1- 0) Y -« 4 o `° -13 'd �mOY ul'.4U--� Lo (L N IY Ca 0 lu a� NCA m C4 z O w z d Q m O V �A .�. Q z W U OL lu u u z > )L— v Lu V z Z — cl O� ( z O� tL �-- A� O UNIT 01 1358 UNIT 02 1354 UNIT 03 1363 TOTAL 40-S UNIT 04 1608 UNIT *5 1l90 UNIT O6 IS45 UNIT 01 IS24 UNIT 08 1608 TOTAL 13350 FRONT CANOPY 1165 REAR COVERED WALK 110ra TOTAL AREA 15641 F ARKAY • 2�o k�, 33y'z