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HomeMy WebLinkAboutREVISION 6-26-13OFFICE USE ONLY: DATE FILED - REV [PION FEE: L' L 1. LOCATION/SITE ADDRESS: �uri�d�rn�+5 ale PERMIT # _ RECEIPT # PLANNING & DEVF BUILDING & CODE FORT PIERCE, FL 31 (772)462-1553 APPLICATION FOR BUILDING MM PROJECT INFORMATION 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. 4. S. CONTRACTOR INFORMATION, STATE of FL REG./CERT. #• 11.4 SST. LU BUSINESS NAME: _ QUALIFIERS NAME: (One. S' nt/ ADDRESS: L'%/ n Al'% Alit Clei d_ CITY: � % O TAT : PHONE (DAYTIME):- }!e/-/11D�$�0 FAX: OWNER/BUILDER INFORMATION: NAME: �� 1 TYLf/Y/lI//iZ11 B7U ADDRESS: ! rir/ ' .Q"N7 CITY: STATE: PHONE: q 0 ARCHITECT/ENGINEER INFORMATIOIWn ADDRESS: CITY: STATE: PHONE (DAYTIME): SLCCC: 923/09 Revised 04262010 rip L y. /:W CERT. #: FAX: ZIP: 1 \} t\ 1 i 20.04' �, F od Zone AO-2 t. 46.65' �O rn � n m VA t � d � 00 CD w Set Iron Rod t Q I and Cap #7682 " N 1758243.71 E 879982.82 5.64', 62OS \ Monument 94-77-A33-2 Found Brass Disc set in concrete monument N 1158176.29 E 879916.12 Surveyor's Notes: 1. Property Owner as of March 28, 2011: Patel. 2. The Coastal Construction Control Line shown hereon was recorded in CCCL Book 26, Pages 26A-26I, of the Public Records of St. Lucie County, Florida on September 15, 1988. 3. Bearing Reference: The bearings shown hereon are referenced to the Coastal Construction Control Line, as recorded in CCCL Book 26, Pages 26A-26I, of the Public Records of St. Lucie County, Florida. 4. Benchmark Reference: Found concrete monument at the Northwest corner of Oceanview Estates, as recorded in Plat Book 35, Page 25, of the Public Records of St. Lucie County, Florida. Benchmark Elevation = 11.79 (NGVD'29) or 10.30 (NAVD'88). 5. Elevations shown hereon are referenced to the North American Vertical Datum (NAVD) of 1988 per Chapter 62B-33.0081, Florida Administrative Code, unless otherwise noted. 6. The lands shown hereon were not abstracted for title. There may be additional matters of record which may affect this property. 7. Except as shown, no underground improvements have been located. 8. No attempt was made to delineate any wetland areas. 9. The Mean High Water elevation was determined and published by the Florida Department of Environmental Protection, Bureau of Surveying and Mapping. 10. Coordinate values shown hereon are referenced to State Plane Coordinates, Mercator Gridsystem, Florida East Zone, 83 / 90 Datum. 11. Lands shown hereon lie within FEMA flood zones AO, Ned VE, per Fema Map No. 12111C0093J, with a date of February 16, 2012. 12, All dimensions shown to the Coastal Construction Control Line are perpendicular ties. i VA � \\ i Proposed Brick \ Driveway as 0 rn� S 180 '32" 10.8.2� C Monument 94-77-A32 Found Brass Disc set in concrete monument N 1156206.03 E 880646.25 North 1040' Government Lot 2 (Not Included) N 89019'54" E l r A O \ 360.71' \ \ Elevation 0.0' (NAVD) Lot B Parcel ID No. 1414-310-0005-000-1 Mean High Water Line Not Included os (NAvO) 01 Dense Vegetation (Exotics) �9. A �^ Proposed Brick 6 Pool Deck a. 9 10.6' 6.9' ° Fo PRM g7. Y 7.4' ` #3909 oq� ,p 1158115.38 \ O0 El 80029.11 17. 11.5' 181.77' l 53.37' 12.0' N 890 \. >3 67�3 FoundPRMM #3909 \ N 1158105.11 B 880032.54 ti \ �l o Flood Zone X �n `O° o r 237.97' Dense Vegetation (Exotics) E Legend: Seasonal High Water Line 7.F (NAVD) Sct Iron Rod and Cap #5709 385.96' o \� Seasonal High Water Line 7.1' (NAVD) Set Iron Rod Mea11r�High Water Line and Cap #5709 OX (NAVD) _ Flood Zon VE \ \ . Elevation O.o' (NAVD) (Elevation 14' .A.V.D.) w� Lot A 1 ti ,ncc°ti Parcel ID No. z� 1414-310-0006-000-8 1 (1.244 Acres) \ \ 396.94' -Set Iron Rod and Cap #5709 South 1300' Government Lot 3 (Not Included) Pg. = Page S.L.C.R. = Public Records of St. Lucie County CCCL = Coastal Construction Control line NAVD = North American Vertical Datum 1988 NGVD = National Geodetic Vertical Datum 1929 Y = Centerline of Right -of -Way 11.3' = proposed elevation (N.A. V.D.) 0 c Iw S 30 15 0 30 60 90 GRAPHIC SCALE 1" = 30' MIN. SETBACK REQ. FR0NT2b_,_ -- SIDEs q' fi- -- CNR SIDES REAR I ZNG.� __,4-- A TLANTIC Legal Description: THIS STRUCTURE HAS BEEN DESIGNED AND WED FOR COMPLIANCE OF FBC 1606,1 4 FOR ONE OF THE FOLLOWING. INTERNAL WIND PRESSURE 035 WINDBORNE DEBRIS PROTECTION _ IMPACT RESISTANCE GLAZING ' D 0 ���Re"11 NSRSORAII f RESPpRS/Bl ACy,�fprS 00%070R pR 0VRi OCEAN As °`1D1U F T LUCIE COUNTY UILDING DIVISION REVIEWED OR COMP.. NCQ Y ICANS AND ERMIT BE KEPT ON JOB OR ECTION WILL BE MADE ou�n�r�w terz�h s h Pao -030y- THESE Pl'4" AND All PRo?nc WORK SUBJECT TO my CORRIE -FO ON3 REQU►RED r(RELD INSPECTOR, THAT MAY BE ► as"ARY N OWR TO COMPLY WITHALL AMCAALE CODES, I (Lot A) Government Lot 2, less the North 1,199.16 feet and Government Lot 3, less the South 1300 feet. Lying East of State Road AIA and lying and being in Section 14, Township 34 South, Range 40 East, St. Lucie County, Florida. Said lands lying and being in St. Lucie County, Florida, and containing 54,184.49 square feet (1.244 acres) more or less. .A �ia PJQSur�eing� Mapping, Inc IS LB#7682 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurvey@yahoo.com PROJECT NAME: Hutchinson Island - ate l Scale: 1" = 30' Revisions / Date: Prepare Plot Plan 02-26-13 Date o field survey: 6-27-11 f f2 �JI DATE: 4-04-13 Field Book Page NOTE: THE UNDERSIGNED AND DJG SURVEYING &MAPPING, INC. MAKE NO REPRESENTATIONS OR GUARANTEES AS TO THE COMPLETENESS OF THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS -OF -WAY, SET -BACK LINES, RESERVATIONS, AGREEMENTS OR OTHER MATTERS OF RECORD. THIS INSTRUMENT IS INTENDED TO REFLECT OR SET FORTH ONLY THOSE ITEMS SHOWN IN THE REFERENCES ABOVE. DJG SURVEYING & MAPPING, INC. DID NOT RESEARCH THE PUBLIC RECORDS FOR MATTERS AFFECTING THE LANDS SHOWN. NOTE: THIS INSTRUMENT IS THE PROPERTY OF DJG SURVEYING & MAPPING, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION OF DJG SURVEYING &MAPPING, INC. CADD: MRK QA / QC: DJG TYPE OF SURVEY. Boundary / Plot P an Project No. 11-0328 DENNIS J. GABRIELE PROFESSIONAL SURVEYOR AND MAPPER NO. L.S. 6709 STATE OF FLORIDA NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER I Sheet No. 1 of 1 W p \ EXISTING SEAGRAPE 01 7.5' SIDE YARF — C.C.C.L.1978 — VSETBACK bp J �,L �ti. 4�, yr APRO ti (�\ 25' F YARD 7.5' SI YARD \OF DUNE LINE SETB' SE ------ AN ©------= ---- --- ---------- -- -- — -- APROX. —APROX. CENTER LOCATION OF LINE OF S.R. AIA TEMPORARY CONSTRUCTION E.O.P. FENCE i < j iM POOL DECK \ LIMIT LINE \ p� C�2Z S oa \ 13. F.F. tiff ��, ti° �qn a ,� 13.0' GARAGE r.. \ 114 y 1 OF CO NG ^ o 0 5.0 24' r\ ��� 0� ae DRIVL 'AYE t Ott � , Mgt. MM�MMMM �• C.C.C.L. IjJ�' 4 L A, AP OX. L 25' FY RS BARI MAR 0 TION OF QUIPMENT t` j �QG • ° ORARY 0 ` ` 2 STO SINGLE i t CON TR ON FAMIL SIDENCE FE STRUCTURE $�ti� \`LL ARyA ri`y, \ LIMIT LINE ti ej p APROX. EDGE DUNE LINE �A :0„ \\ t '' i \ 7.5' SIDE YARD Q" S ih A/ EQUIPMENT SETBACK _— — __--_--_—____—__ d, -----� --- AREA NOT PART N M 19'40"E, 396.94' \\ - Cs• �OF THIS PROJECT A L� O Off' $ SITE PLAN LEGEND CUT/ FILL CALCULATIONS NOTES FOR ESCAVATIONS TO BE MADE, ALL IN -SITU BEACH COMPAT BLE SAND SHALL Per DEP/USGS Control Line Overlay Maps, closest station is R16, St. Lucie County, EXISTING GRADE CONTOUR TO ° >r. REMAIN SEAWARD OF CCCL AND PLACED IN MITIGATION ARE LS AS INDICATED ON 17.9' Storm Elevation (Lowest Horizontal Member) Q REMAIN, NUMBER DENOTES n - PLANS. 2.7' Design Grade HEIGHT IN FEET ABOVE NAVD r" PAVER AREAS �f"iyl C ESCAVATIONS: ESCAVATION FOR POOL & SPA -67.4 cu yds cut Pool Note: ESCAVATION FOR FOUNDATION WORK -36.6 cu vds cut Swimming pools; wading pools, waterfalls, spas, or similar type water structures are expendable structures TOTAL CUT -104.0 cu yds cut and shall be sited so that their failure does not have adverse impact on the beach and dune system, any NEW GRADE CONTOUR, NUMBER FILL AREA, AREAS TO RECIEVE DENOTES HEIGHT IN FEET ABOVE IN -SITU FILL FROM ON -SITE FII LS: adjoining major structures, or any coastal protection structure. Pools sited within close proximity to a NAVD ESCAVATION GRADING FOR GARAGE APRON & POOL DECK +107,2 cu yds fill significant dune shall be elevated either partially or totally above the original grade to minimize excavation IM GARAGE & BUILDING FOUNDTATIONS +32.7 cu yds fill and shall not cause a net loss of material from the immediate area of the pool. All pools shall be designed to "FILL AREA 1" +40.3 cu yds fill minimize any permanent excavation seaward of the CCCL. EXISTING GRADE CONTOUR TO BE TOTAL FILL +180.2 cu yds fill --� --- MOVED, NUMBER DENOTES HEIGHT p� EXISTING GRADE SPOT NET FELL 76.2 CU YDS NET FULL IN FEET ABOVE NAVD ELEVATIONS IN NAVD TOWER walwWE�:.,a DECK 17.9' NGVD T L.H.M. , n 10 N T Ia zq:)1�(034 oe IPZ5 V THE BENEDCT GRWP (M) MgIRECRlE WO PLWNNG IRAEEY PE' ITS CFIMNIS AND OINER PROPEAIY FIM N THESE a/NS IDEAS, AN SWE AWL NOT BE RIMMED, WHO. OR COPIED N 0 9 OR MARNEA . 0 SW1L Ma' BE ADDED TO ANY THIRD PAMY NI RRST OBTaNNG III PERAMI NpM TAG allw ML CHEOI AND YE16Y NL DWASCNS M $DE NNI CAISUPON. THESE DPAWNGS MOST ACT BE BOWED. REVISIONS 40. DATE DESCRIPTION 2 3/6/13 ADD SIDE DEAENSI( 3 3/7/13 FDOT REQUIRED W. 4 3/20/13 REDUCE POOL DEC) 5 3/21/13 REVISE CONS. LIMI' 6 3/26/13 ADD DUNE LINE The Group 1V NW 3RD STREET SUITEN( DI FIELD BEACH, FLORIDAD (954)570A5M FAX (954)570.9: mvw.thebenedktgwp.= Lianas No, AAC- ARCHITECTS SEAL l' SHEET TITLE SITE PLAN SCALE DRAWING NUM DATE 2-21-2013 DRAWN & CHECKED A 10 BIB / RST JOB NUMBER P-1103 \ NOTES ON MATERIALS USED THIS LEVEL: SLEEPING ROOMS PROVIDE AN EGRESS Per FBC 2010 R302.9.1 Flame spread index. �� { -' T WINDOW WITH A NET CLEAR OPENING Wall and ceiling finishes shall have a flame spread index of not greater 2\ OF 5 SQ. FT. FOR GROUND FLOORS, than200. 5.7 SQ. FT. FOR UPPER FLOORS. OPENINGS Exception: Flame spread index requirements for finishes shall not apply \ 1 SHALL NOT BE LESS THAN 24'H OR 20'W to trim defined as picture molds, chair rails, baseboards and handrails; to SILL NOT MORE THAN 44" ABOVE FLOOR. doors and windows or their frames; or to materials that are less than 1/28 inch (0.91 mm) in thickness cemented to the surface of walls or ceilings if these materials exhibit flame spread index values no greater than those \ I Z x Q of paper of this thickness cemented to a noncombustible backing. xi� 4 Per FBC 2010 R302.9.2 Smoke -developed index. Wall and ceiling finishes shall have a smoke -developed index of not 1 g greater than 450. l� 25 25 N ^ /9, All insulation materials shall comply with FBC 2010 R302.10 Flame TER CE 1 / 2 /' spread index and smoke developed index for insulation. / 241 -011 Volt me Ceiling F1F"1TNGVD 21 ` 16 0 .\\ 13 14 1 20 DN o. 3 O 25 _III x 12 — 11 10 16 9 / g 3 � i Los 12 -7 /2! 12' 71/2" - e 106 - 106 106 THE RENEW MP t% ARCHIIECNRE RM RMM HEREBY EMS ITS ECIPYRDIES AND OTHER PROFM HANDS IN THESE KNIS. WS AND DUE SAME SIVll NET BE REP■MICED. CW4CE0. OR COINED IN ANY FORM OR WHEN , NETT 501E THEY BE ASSIGNED 10 ANY THIN PARE IIIWA TEST 011ANNB MITTEN PERMISSION I1Vu TED CONIPAINOR S CHECK Ala MERIT Au MVEREADRS ON SHE PRIOR TO OMMS MIN THESE DRAM MIST N)1 BE SCALED. REVISIONS V0. DATE I DESCRIPTION 4 5/1/13 1 BLDG. DEPT. COMMENTS I� F.F. T. 11-0 CIg. 21 n � Z o f v 1U2 = \ FOYER >, /o, O F b Ahu a 1 11'- " clg. \ g TS / 02 �.j Z v� C)/ \ "1 MAST 'S ° (� r 5' 0 10'-0" Cig. fv BAT "� PLAN KEYNOTE LEGEND t /� _ \ los S '-0" g. 11 /V11 \ I��6 / /O , 6?1 1 P-O" Ceiling �` �„� 4 z I— \ 102 k�J , 6: J`x n %/,' 6' OJT' - 6' " /'A 1:+ / HE tJ 12 ` / O FILOVIDE FOR FUTURE TRATION SYSTEM. �1N COLLECTION CISTERN AND U � PAN 8 a„ 1 , o / 10'- Clg. U2 0 \ F jUyi Au,_U" g. a s, 12 '6 _ M E W A \�'' �� O STRUCTURAL CONCRETE PIERS, REFER TO STRUCTURAL DRAW WG= A (7` •(? ? A,x 1 F.F. HT. VD \�' 1 1 /3, /'A N,\ A� F- J W H =� .g 5 P 2 18 ^ O ^ O CRAB HBQ GRILL AND COUNTER r e \ L^ I� U� 103 � 3 \ N HIS' 21 ' � OUTDOOR SHOWER AND FOOT WASH, WITH SAND TRAP � � 16 \ AND DRYWELL, REFER TO PLUM13TKG DRAWINGS z — --_ /Q /// �\ GLASS WALL ELEVATOR, REFER TO ELEVATOR DETAIL Q C 6 15 T _ //2 \ \ 6�,, �\ O DRAWINGS , 7 14 - 6 ELEVATOR EQUIPMENT ROOM, REFER TO ELEVATOR SHOP > \ 8 16 13 o O DRAWINGS > \ U, 2 \ DN 19 O FEATURE FOUNTAIN, REFER TO LANDSCAPE DRAWINGS W \ 9 7 a 1 x 12 10 �'.� O$ ROOF FOR LEVEL BELOW ^� 14 n s I�}' - - � DN 13 16 1 14 10 11 O CANTILEVER EYEBROW FEATURE, SEE DETALS ~ xx 9 KITCHEN PASS-THU WINDOW WITH SHUTTEB,SEE N / ENLARGED DRAWINGS 20 0 16 �0 eJ lob 0: \ '7"\I `\s 19 N EGRESS 23'-0" Ceiling A / \ 16 Benedict 61 �PY ARCHITECTURE BREAKFAST � �' � / /9'' �`� FILE emp 10'-0" N 1525 WORDS • PLANNING N0.1 \ 25 MAST R'S 54 57a9500 FAX 954370-95H \ S \ / DEERFIELD BEACH, FLORIDA 3MV \\ - GREAT 25 / QUAD ER S `9 ' � F. ` ' / www.thelxnedict u cmn License No. AAC-001900 2 ROOM � �, / 12'-0" Ceiling 8 , \ _Q11 / 23'-611 Vol me Ceiling / ;I / U CJ IL rrxAs>11 \ a\C` \ \ 10 / KI HEN \ 12 -0 eiling 11'-0" Clg. 1211 o?, �0 toz / n mK 25'- "NGVD [3CI Y n 91 16 3 r WINDOW SCHEDULE Egress Impact SIZE TYPE ReqWmnients Resistanm Yes No Yes No - 2-4 x 6.0 CA5EMEN1 0 0 11 4-0 x 8-0 NXEP GLA55 W/ 4-0 x 3-6 FIXEI9 61LA55 TPAN50M 0 0 12 5-O x ZE�-9 NAI-P CIRCLE TOP PREP 6LA55 0 0 14 2-6 x 4-0 FIXED 61LA55 0 O CA5EMENT W/ 3-0 K 2-0 PIXEP 6LA55 1FAN50M 0 0 IG^ ?-O x 5-0 AND 5-0 x 2-10 FIXEG GLA55 51LL C 3) h O x 5 0 WINDOW (XOX) W/ 17 9-0 x 5-0 C 3) 3 0 K 2 0 FIXEG GLA55 TRAN50M R 0 0 (3) 'a-0 K 2.10 FIXEV 61.,A55 NI-L PAIR CF 3-0 x 8-0 FIXEG G1,A55 WINDOW 0 0 19 6-O.x.B-O W/ FAIR OF 3-0 x 2-0 FIXEG GLA55 VAN50M FAIL O` 3-O x 5-O CA5rNI5W IMNPOW W/ (2) 20 6 "0 x 5-0 3-0 K 2-O FIXEG GLAY> TI'AtJXJM & 0 0 (2) 3-O x 2-10 PIXED Gd-ASS TILL ll 3.0 x 5.0 CA5EMEN1 W/ 3-0 x 2-0 FIXED GLA551P.AN50M 0 0 30 10-4 x 6-10 HALF-CIPCLE 10F NXEP 6LA55 0 0 PAIR OF 4-0 x 5, -0 GLA55 WINDOW (XO & OX) 0 0 32 8.0 H 5-0 W/ C 4) 2-0 x 3-0 FIXEG GLA55 SILL 34 3-0 x 5-0 CASEMENT W/ 3-0 x 3-O FIXED GLA55 511,E 0 0 35 9-0 x 5-O ('>) 3-O x 5-O GLA55 WINDOW (XOX) 0 W/ (3) 3-O K 3-;1FIXEP 61,A55 51LL PAIR OF 3.0 x 5-0 CA%, MENT WINPOVJ 37 6-0 x 5-Q W/ ( 2) 3-0 x 5-o FIXEP GLA55 SILL FAIR OF 2-8 x 5-0 CA5EMEN1 WINPOW 0 0 38 5-4 x5-O W/ C 2) 2-8 x 3-O FIXEG GLA55 SILL 39 3-O x 4-O QUATREFOIL FIXEG 6LA55 - 0 40 6-0 x 10-0 HN-F-CIRCLE TOP FIXED GLA55 0 0 I, WINPOW5 SHALL HAVE WHIS COLOR FRAME5 ANP 11N1CI? 61LA55, 2, ALL GLALING AT HAZARDOUS LOCA11ON5 SUCH A5 TUP, SHOVVEF Uj 3 ENCV_>SI.F�S, WINDOWS, ETD.. �L iN.COMELY W11N SECTIONS R. OI L17 ANIP R308 OF 'HE 2010 FLORIPA 15UILPING COPE. ALL. WINPOW5 SHALL COMPLY WITH CHAPTER M4 OF THE 2010 FO-G, O3, "z 4. GLAZING SHALL HAVE PIVIPEP LATE A5 FER ELEVAT10N5, 5, ALL W1NPOW G1,AZIN65 5HALL PE IMPACT GLAD 6, WATERPROOFING 5HAU. ESE 051-SLAP,-100 CAULK, �0 11 SAFE DOOR SC D E ❑ SIZE THK FIN g ess p a REMA S R uirements Res stance Yes No Yes No OI 15-0 x 8-0 1 3/ 4" PAINTEP FRENCH DOOR 0 02 5.0 x 8-0 1 3/ 4" PAINTED `eLF-CLO511,]G 50L112 COIF PANEL PC70R 0 0 03 b-0 x 8-O 1 3/ 4" PAPnP FAIR FRENCH POOR 0 0 C>4 8-O x 8-0 """"""" PAINIEP OVWHEAP 5EC11ONAL GAIFAGE POOR W/ OPENER 0 0 05 le, 0 x 8-0 "-"" -" - FAINIEP OVERHEAT? 5EC110NAL GAP.ArE COOP W/ OPENER 0 0 06 '1'0 x 8-C) 3/ 4" PAINiE12 5M19 CORE PANEL COOK 0 0 101 6-O x 8-O 13/ 4" FAINTED FRONT ENTRY COOK W/ PAIR 3-O x 4-0 FIXED 6LA55.IVAN50M & 2-0 x 8-0 51PELITE W/ 2-0 K 4-0 FIXEG 6LA55 TM50M ® 0 102 2-8 x 8-0 1 3/ 4" FAINTED 5OLIP COPE FANEL COOP 0 0 102o 22 a x 8-0 1 3/ 4" PAINTED SLICING FAME[, POOR 0 0 1026 5.4 x 8.0 1 3/ 4" FAINIFP 5,IPING N-PA55 POOR 0 0 103 -5-0 x 8-0 1 3/ 9" PAINMt9 SOUP CORE FANEL POOP 0 0 104 2-4 x 8-0 1 3/ 4" FAINTEC 501-I1? COPS PANEL POOR 0 0 PAINTED OIFIZONIAL 5LIPING GLA55 POOP, W/ AIR 3-0 K 2-0 FIXEP 6LA55 TRANSOM 0 0 106 6-0 A 8-0 1 '114" PAIMf?P FAD MENC 9.I1ANG 2I W/ FAIR 3-0 x 2-0 NXEP 01,5 T?AN5 0 0 107 5-O x 8-0 1 3/ 4" FAME PAIR FRENCH POOR W/ PAIR 2-6 x 2-0 FIXEP 6LA05 T1?AN50M 0 0 201 3-O K 8-0 1 3/ 4" PAINTED 5CA IP COM PANEL POOL 0 0 202 2-8 x 8-0 1 3/ 4,, 1 PAINTED 501-iP COM FANEL POOR 0 0 203 2-6. x 8.0 1 3/ 4" FAINTED SOLID :ORE PANEL POOR 0 0 204 4.0 K 6.0 13/ 4" FAIN1tP PAIR SOLID CORE FANEL. DOOR 0 0 301 2-63 x 6-8 1 3/ 4" PAIMMI? FRENCH POOR ® 0 Cl) H O Z I. ALL POOF5 TO EXTERIOR 411? GAFAGE 5iAJ-L HAVE WEATHER 2, ALL GLAZING Al HAZARPOU5 LOCA710N5 5UCH A5 FRENCH P *ALL COMPLY WITH 5EC110N5 9�508 ANP P.'>II OF THE 2010 3, ALL D00R5 SHALL COMPLY WITH CNAFIER R44 OF THE 2010 4: p1,L GLAZIN65 SHALL Pf IMPACT GLA55 UNLE55 NOT?P O HV 5, WATERPROOFING FOR EXTERIOR POOR5 SHALL DE O51-SI3R-I IRIFPING & VMR HOW, OR, POOR 51MITE5, ETIC„ FLOMPA 6UILPING COPE, LOFIPA VUILPING COPE. . LS E. O CAULK, GROSS SQUARE FOOTAGES ROOM NAME AREA FIRST FLOOR A/C 5 7077 ­­SQ- SECOND FLOOR A/C 2.073 TOTAL A/C 12 DRESSING AREA WITH ANGLED MIRRORS 13 TUBE STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS 14 EDGE OF FLOOR OR ROOF ABOVE 15 RETATNING WALL, REFER TO LANDSCAPE DRAWINGS 16 RAILINGS, REFER TO DETAIL ARCHITECTS SEAL 17 SOFFIT/ HEADER TO 8'-0" ABOVE FINISH FLOOR j B ROOFTOP PAVERS ON PEDISTAL SYSTEM 19 FUTURE SOLAR HOT WATER SYSTEM PANELS AND PROVIDE STUB -UP FOR FUTURE PHOTOVOLTAIC SYSTEM 2O ROOF PARAPET WALL MAY 27M 21 FLAT ROOF AREA SHEET TITLE 22 ROOF CURB O T C GRAGE FLOOR SLAB ON GRADE DESIGNED TO - FIRST 23 "BREAK -AWAY" FLOOR PLAN 24 WALL MOUNT RANGE POT FILLER 25 VERTICAL RAIN LEADER, REFER TO ROOF & PLUMBING SCALE DRAWING NUMBER PLANS FOR SIZE 1/4"=1'-O" DATE AMERICAN STANDARD STNK #12SB.171700 - 17"x 17" SS 2-21-2013 26 UNDERMOUNT DAWN &CHECKED A1.02 27 FOUNTAIN PUMP AND FILTER. MOUNT PUMP ABOVE 17.9 BB / RST NGVD JOB NUMBER P-1103 l"�5da-C INDEX OF DRAWINGS A-0.00 TITLE SHEET & NOTES A-1.00 SITE PLAN LP1 LANDSCAPE PLAN A-1.01 GROUND FLOOR PLAN - A-1.02 FIRST FLOOR PLAN ,��'"- A-1.03 SECOND FLOOR PLAN A-1.04 ROOF PLAN ........... _......_.._.--- ....---------- .._...._._._._----- .._....._._. ---- A-2.01 ELEVATIONS ........ .............. A-2.02 ELEVATIONS �A-2.03 BUILDING SECTIONS 4 A-3.01 DETAILS S 1 PILE AND GRADE BEAM FOUNDATION PLAN S2 FOUNDATION PLAN Q S3 FIRST FLOOR FRAMING PLAN 9- S4 SECOND FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 STRUCTURAL DETAILS ❑❑ OQP S7 STRUCTURAL DETAILS • •o� I 0 8 S STRUCTURAL DETAILS m S9 STRUCTURAL DETAILS o P-1.00 SANITARY RISER M 1 O1 GROUND FLOOR MECHANICAL PLAN h.._... - _.._......... M-1.02 FIRST FLOOR MECHANICAL PLAN - ` ` �� ' " M-1.03 SECOND FLOOR MECHANICAL PLAN a � r Al t ; E-1.01 GROUND FLOOR ELECTRICAL PLAN ,b ✓ a E-1.02 FIRST FLOOR ELECTRICAL PLAN �s.. a E-1.03 SECOND FLOOR ELECTRICAL PLAN E-1.04 ROOF ELECTRICAL PLAN ° a E-1.05 ROOF ELECTRICAL PLAN TL-1 TURTLE SENSITIVE LIGHITNG SITE PLAN ABOVE IS AN ARTIST'S INTERPI ETATION OF THE PROJECT - THIS IMAGE IS NOT TO BE USED FOR CONSTRUCTION PURPOSES GENERAL NOTES h A GENERAL CONSTRUCTION NOTES STRUCTURAL NOTES CO CRETE BEAM NOTES ELECTRICAL NOTES PLUMBING NOTES ' 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, 1. FILL AND BACKFILL TO BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AT 1. CON TE BEAM SIZES MAY BE INCREASED 8" MAXIMUM AS REQUIRED FOR 1. THESE PLANS AND SPECIFICATIONS MAY NOT SHOW EVERY MINOR DETAIL FOR 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR THE - REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THI PROJECT. OPT IMUM MOISTURE AS DETERMINED BY STANDARD PROCTOR TEST OR BY SOIL AR CE'U'RAL DETAILS OR TO FIT BLOCK COURSING (MAX 28") AND ADD A COMPLETE INSTALLATION BUT THEY SHOW THE INTENT OF A COMPLETE AND COMPLETION OF THE SOIL, WASTE, VENT, DOMESTIC WATER HEATERS 2, WORK SHALL INCLUDE ALL ITEMS (BUILDING AND SITE) INDICATED ON THESE ENGINEER'S RECOMMENDATIONS FOR OBTAINING REQUIRED BEARING CAPACITY. COMPACTION LAYERS NOT TO EXCEED 8". 2 95 BARS BOTTOM IF DROP EXCEEDS 8". OPERATING ELECTRICAL SYSTEM. ANY DISCREPANCIES ON THE BID DOCUMENTS SHALL BE CALLED TO THE GENERAL CONTRACTOR OR PLUMBING FIXTURES AND ALL OTHER SYSTEMS AS INDICATED ON THE MECHANICAL DRAWINGS. DRAWINGS, UNLESS OTHERWISE NOTED. 2. SLAB SHALL BE A MINIMUM 4" THICK AND SHALL BE REINFORCED WITH 2. SCHE BEAa ULED HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF I UNLESS OTHERWISE NOTED (U.O.N.). ELECTRICAL ENGINEER'S ATTENTION FIVE DAYS PRIOR TO BID OPENING OR COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. 2. ALL WORK AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE 6"X6" X 10/10 WELDED WIRE MESH, CENTERED IN CONCRETE. CONCRETE ALL LOCAL CODES, RULES D ORDINANCES HAVING JURISDICTION. BENEDICT GROUP (TBG) SHALL BE NOTIFIED OF ANY DEVIATION TO BE A MINIMUM STRENGTH OF 3000 P.S.I. IN 20 DAYS.T 3. BL E ALL STRUCTURAL BEAM OP BARS P R U B SIN AIRS OVER SUPPORT WITH 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRIC DRAWINGS THE PLANS PRIOR TO CONSTRUCTION. DRAWGS SHALL NOT BE SCALED AND WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED 3. SCRAPE SLAB AREA CLEAR OF ALL ORGANIC MATERIAL AND FILL WITH CLEAN TOP BARS 4. ALL FROM ADJACENT BEAM. NCRETE BEAMS OTHER THAN THOSE WITH THE PREFIX TB- SHALL CODED ALI, CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS. A FIRST CLASS WORKMAN LIKE MANNER AND MAKE THE COMPLETED SYSTEM DIMENSIONS. SAND TO THE ELEVATION OF THE BOTTOM OT THE SLAB. SURFACE MATERIAL BE P 'RED PRIOR TO PLACING OF BLOCK BELOW. FULLY OPERATIVE. CAN BE USED AS SITE FILL. 3. MINIMUM WIRE: SIZE SHALL BE W.G. (RESIDENTIAL) & A. W,G. 4. SHOP DRAWINGS SHALL BE SUBMITTED TO THE BENEDICT GROUP 4. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA SHALL BE 5. ALL U BEAM REINFORCENG SHALL EXTEND INTO SPAN OF ANY ADJACENT (COMMERCIAL), EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE L CONTROL TORS 4. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID FOR GENERAL REVIEW AND DESIGN COMPLIANCE (2 COPIES OF COMPACTED TO A MINIMUM DENSITY OF 98% OF THE T-100 MODIFIED STR 'TURAL BEAM. E COPPER WITI3'CW INSULATION FOR NO. AND SMALLER, U.N.O. ALL INTERFERENCE WITH E PR THE PROCESS OF CONSTRUCTION. EACH ITEM CHECKED OFF BELOW). 1. TRUSS T PROCTOR. THE AREA OF THE BOTTOM OF THE FOOTINGS SHALL BE 6. ALL pPP LONGITUDINAL STEEL REINFORCING SHALL EXTEND 6" MINIMUM CONDUCTORS NO. 10 AND SMALLER MAYBE SOLID, ALL THOSE 8 AND LARGER 5. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST DUCT 2. ---- HVAC DUCT LAYOUT. L OUT. COMPACTED, PRIOR TO PLACEMENT OF THE STEEL, A VIBRATORY COMPACTOR INTO SUPPORT U.O.N.. SHALL BE STRANDED. ROMEX SHALL BE ACCEPTABLE WHERE PERMITTED BY r PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK, TO INSURE UNIFORM DENSITY BENEATH THE FOOTING. DENSITY TESTS SHALL FOOTING. D CODE. 3.------- PRE -CAST STRUCTURAL SYSTEMS. 4.------------ BE TAKEN IN THE FOOTING AREAS. 4. ALL RACEWAYS UNDERGROUND AND/OR LARGER THAN 2" IN DIAMETER SHALL BE 6. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTION, TESTS AND 5. SLAB SHALL BE OVER ONE LAYER OF 6 MIL. VISQU'EEN VAPOR REINFORCING STEEL NOTES GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 P.V.C.. ALL OTHER FURNISH AND INSTALL WATER METER. 5. DEP05ITS AND FEES: BARRIER UNLESS OTHERWISE NOTED (U.N.O.) RACEWAYS ;iI-TALL COMPLY WITH GOVERNING CODES. ALL P.V.C. SHALL CONTAIN N.E.C. EQUIPMENT GROUND WIRE. 7. ALL EXCAVATION AND COMPACTED BACKFILL REQUIRED FOR THE � r DEPOSITS FOR UTILITIES INCLUDING WATER. METER, TELEPHONE AND ELECTRICAL SERVICE SHALL BE MADE BY THE G.C.. , 6. SOIL SHALL BE TREATED FOR TERMITES FORA DISTANCE OF FOUR (4) FEET 1. REINFORCING STEEL BARS TO BE A-615 GRADE 60 WITH A MINIMUM FY OF PLUMBING INSTALLATION SHALL BE DONE BY THE SUB -CONTRACTOR. PERMIT FEES AS RE UIRED SHALL BE PAID BY THE OWNER E BEYOND THE PERIMETER O ALL Y D F A FOOTINGS AND OR SLAB EDGES. / 60000 r I L.O.N.. 5. ALL RACEWAYS AND PIPES SPACED IN OR OUCH ANY CONCRETE SHALL RETE SLAB FOR THAT PORTION THE WORK. SOIL TEST BORINGS SHALL BE ORDERED 7. WALLS AND/OR COLUMNS PENETRATING CONCRETE SLABS ON FILL SHALL BE 2-REINF RING STEEL SHALL BE FREE FROM OIL, LOOSE SCALE D LOOSE OF BE SPACED A MINIMUM OF 3 DIAMETERS OF THE LARGEST RACEWAY. 8. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS' AND UNION LABELS WHERE REQUIRED. P AND PAID FOR BY THE CONTRACTOR AND REPORTS SHALL BE SUBMITTED ISOLATED WITH 1/2" THICK PREMOLDED JOINT FILLER U.N.O. RUST. ENFORCING STEEL SHALL BE BENT, LAPPED, PLACED, SUPPORTED r 6. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK MADE, TO THE G.C. TO INSURE PROPER STRUCTURAL DESIGN. AND HASTENED ACCORDING TO THE MANUAL OF STANDARD PRACTICE QUICK BREAK ENCLOSURES AS REQUIRED BY EXPOSURE. 9. ALL UNDERGROUND SOIL AND WASTE PIPING SHALL BE SCHEDULE 40 PVC, 6. CONTRACTOR SHALL MAINTAIN TEMPORARYELECTRICAL, R - 0 AI WATER AND 8, FOUNDATIONS ARE DESIGNED FOR 3000 P.S.F. MINIMUM SOIL BEARING CAPACITY. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL FOR MEN TAILING STRUCTURES (ALI 315-65) AND THE BUILDING CODE REQUIRE- ' FOR REINFORCED CONCRETE AC 8- ETE I 31 7 . N CASE OF CONFLICT ( '� 7, OUTLET BOXES SHALL BE PRESSED STEEL N DRY LOCATIONS. CAST ALOY WITH THREADED HUBS IN WET AND DAMP LOCATIONS D SPECIAL ENCLOSURES OR SERVICE WEIGHT CAST IRON WITH MEDIUM WEIGHT CAST IRON FITTINGS. ALL DINTS BELOW SLAB TO M WITH APPROVED CONNECTION VI J E MADE TH A VEDDEVICE. SANITARY FACILITIES FOR THE DURATION OF THE CONSTUCTION. CONTRACTOR TO ASSURE THAT THE ACTUAL SOIL BEARING CAPACITY ACI 3- 77 SHALL TAKE PRECEDENCE, FOR OTHER CLASSIFIED LOCATIONS. 7. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOBS EQUALS ALS OR EXCEEDS THIS MINIMUM. IF TT IS LESS THE GENERAL R Q ERA CONTRALTO SHALL NOTIFY THE ARCHITECT; IN WRITING, PRIOR TO PROCEEDING WITH ANY 3. REINFORCING SPLIC STEEL SHALL BE LAPPED 30 BAR DIAMETERS MINIMUM, WHEN D AND SHALL BE EITHER SEPARATED BY ONE BAR DIAMETER OR 8. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WITH OVERLOAD RELAYS IN 10. SOIL, WASTE AND VENT PIPE ABOVE SLAB TO BE SAME A5 SPECIFIED FOR BELOW SLAB EXCEPT THAT THE WNTRACTOR MAY AT HIS OPTION BE THOROUGHLY AND LEAVE THE COMPLETION BROOM CLEAN, ALL GLASS ALL CLEANED AT THE COMPLETION OF CONSTRUCTION. ALL PANT SPECKS AND FOUNDATION WORK. VERIFICATION OF THE TEST FOR MODIFIED PROCTOR ASTM WIRE TOGETHER. EACH HOT LEG. USE NO -HUB PIPE AND FITTINGS IF ACCEPTABLE BY LOCAL AUTHORITIES. ANY OTHER CONSTRUCTION MARKS SHALL BE REMOVED BY THE CONTRACTOR. D 1577 SHALL BE FILED WITH THE GOVERNING BUILDING DEPARTMENT. 4. WELD D WIRE FABRIC SHALL CONFORM TO ASTM A-185fi8 AND RELOCATED 9. ELECTRICAL SYSTEM SHALL BE GROUNDED. PROVIDE PROPER SIZES D TYPE 11. ALL WATER PIPE TO BE TYPE "L" HARD COPPER TOGETHER WITH WROUGHT 9. ALL PLATES, ANGLES AND MISCELLANOUS METAL ITEMS TO BE EMBEDDED IN IN T C'ENTER OF DEPTH. OF PROTECTION DEVICES TO MATCH EQUIPMENT BEING SERVED. COPPER SOLDER FITTINGS, OR POLYBUTYL:- 8. THE CONTRACTOR SHALL ACQUAINT THEMSELVES WITH THE SITE CONCRETE SHALL BE SECURELY AND ACCURATELY FASTENED TO THE CONCRETE - 10. LOAD DATA. IS BASED ON INFORMATION GIVEN TO ARCHITECT/ENGINEER AT AND SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO ACTUAL CONSTRUCTION. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS FORM WORK BY A MINIMUM OF TWO (2) FASTENERS PRIOR TO CONCRETE PLACEMENT. WOOD TRUSSES TIME OF DESIGN, VERIFY ALL EQUIPMMENT AND PANEL SIZES PRIOR TO ORDERING. 12. VALVES SHALL BE SOLDER TYPE RISING STEM 135# AS MANUFACTURED BY l A T A PROJECT "DATA A DISCOVERED AT THE TIME SHALL BE REPORTED BY THE CONTRACTOR NIBCO. ALL FIXTURES TO HAVE ACCEPSABLE VALVES. PROVIDE AIR LIB 1 IMMEDIATELY TO THE BENEDICT GROUP. 1 ODD BE ENGINEERED BY REGISTERED 11. ALL MATERIALS SHALL BE NEW D BEAR U.L. AND UNION LABELS, WHERE CHAMBERS AT EACH FIXTURE GROUP. ENG 9. ALL WORKMANSHIP SHALL BE NEAT, CLEAN, TRUE AND coRREcr. MASONRY NOTES BY S ER D TRUSS SHOP DRAWINGSHALL BE SIGNED AND SLL EALED APPLICABLE. MANNER 12. ALL WORK SHALL BE DONE BY A LICENCSED ELECTRICAL CONTRACTOR IN A 13. IN NG SHALL BE FFOR ENGINEER TO MEET 140 MPH. TURE. 10. ALL OPERATING WINDOWS AND SLIDING GLASS DOORS SHALL BE PROVIDED FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE STRUCALL HANGER S C PPER IPING HA LL BE COPPER OR COPPER PLATED. WITH VINYL INSECT SCREENS. GLAZING TO BE GREY TINTED GLASS -45% 1. HOLLOW CONCRETE MASONRY UNTIS.(C.M.U.) SHALL CONFORM TO ASTM CAO-BEST 2. TR MANUFACTURER SHALL SUBMIT 4 SETS OF TRUSS LAYOUT PLANS FULLY OPERATIVE AND ACCEPTABLE TO THE ENGINEER/ARCHITECT. OCCUPANCY : R3 GLASS DOORS, OPERABLE AND FIXED GLASS ALL SLIDING FLOOR 18" AND SSIS ABOVE 18" AND LESS ABOVE FINISH FLOOR SHALL BE TEMPERED SAFETY GLASS. SPECIFICATIONS. D FOR NGINEERNG SHOP DRAWINGS TO GENERAL CONTRACTOR EVIEW AS TO COMPLIANCE WITH DESIGN CONCEPT. THE GENERAL 13. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID 14. INSTALL APPROVED DIELECTRIC UNION AT LOCATIONS WHERE DISSIMILAR PIPING PIPING IS CONNECTED TO STEEL, ETC. ALL WATER SERVICE PIPING FROM CONSTRUCTION: TYPE VB 2. MORTAR USED TO BOND C.M.U. SHALL CONFORM TO ASTM C-270, TYPE "M" CON CTOR SHALL BE RESPONSIBLE FOR VERIFNG ALL FIELD DIMENSIONS. INTERFERENCE WITH PROGRESS OF CONSTRUCTION. TO BUILDING SHALL BE OF THE SAME MATERIAL. 11. FAXED GLASS, GLASS DOORS DOORS AND ALL GLASS AT THE TUB OR SHOWER SHALL BE TEMPERED SAFETY GLASS 140 MPH AND IMPACT. WITH A 28 DAY STRENGTH OF 2500 P.S.I. 3. ALL TV ODD TRUSSES SHALL BE ANCHORED AT BOTH ENDS WITH APPROVED 14. CONTRACTOR `HALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FREE OF 15. HOSE BIBBS SHALL BE FURNISHED WITH WATTS #8A VACUUM BREAKERS. CODES AND REFERENCES HARDWARE NOTES 3. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. GAL ANIZED METAL TRUSS STRAPS, TYPICAL EACH TRUSS. WHEN BEARING DNCIZETE EA I, EACH TRUSS MUST HAVE METAL TRUSS SEATS CAST DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF CORRECTIONS EC BE COMPL TREPAIRED 16. FURNISH AND INSTALL CONDENSATE DRAIN PIPING TO DISCHARGE AT GRADE. FLORIDA BUILDING CODE, 2010 EDITION ION NTC CONCRETE. AWITHOUTOF ANY ADD T ONAL AND HOF A� INDEFECTS CLUDE REPLACEMENT OR 1. ALL LOCKS ON EXTERIOR DOORS SHALL RESIST A FORCE OF 300 LBS 4. COMPRESSIVE STRENGTH OF C.M.U. SHALL BE NOT LESS THAN FM'-1350 P.S.I.OTHER 4. TRUS S SHALL BE DESIGNED TO CARRY AIR -HANDLING UNITS, WATER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 17. FURNISH AND INSTALL PRESSURE RELIEF VALVE LINE AND TERMINATE AT A LOCATION TO PROVIDE READY, VISUAL FLOW INDICATION. * 2008 PA-70 (NEC) APPLIED IN ANY MOVEABLE DIRECTION. 5. VERTICAL CELLS FOR MASONRY. TO BE GROUTED SHALL HAVE VERTICAL HEA IRS AND MISCELLANOUS EQUIPMENT IN ATTIC SPACE. SEE PLAN FOR ALIGNMENT SUFFICIENT TO MAINTAIN AN UNOBSTRUCTED CONTINUOUS L TIONS. 15. CONTRACTOR SHALL PROVES REQUIRED INSURANCE FOR THE PROTECTION 18. COPPER WATER LINES RUNNING UNDER SLAB SHALL BE PROTECTED BY A 2. ALL EXTERIOR LOCKS SHALL BE SINGLE CYLINDER WITH 1" THROW INTO MORTICE FOR 13/4" SOLID CORE DOOR. CELL. 5. TRU MANUFACTURER SHALL COORDINATE TRUSS FABRICATION WITH AIR AGAINST PUBLIC LIABILITY D PROPERTY DAMAGE FOR THE DURATION OF THE WORK MINIMUM OF 12" OF EARTH COVER, 1" AMAFLEX (HOT WATER ONLY) AND SLEEVED 12" BELOW SLAB TO 12" ABOVE SLAB, 3. ALL SINGLE EXTERIOR LNG DOORS SHALL HAVE A KEY OPERATED LOCK 6. CLEAN -OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT. CLEAN -OUTS SHALL BE SEALED AFTER CLEANING AND CON 6. ALL ITIONING DUCT LAYOUT. DOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE 16. CONTRACTOR SHALL PAY ALL PERMITS, FEES, INSPECTIONS AND TESTING. 19. PLUMBING FIXTURES, TRIM, ACCESSORIES AND COLORS SHALL BE AS OPERABLE FROM EXTERIOR WITH A MINIMUM RI POSSIBLE KEY CHANGES. INSPECTION. PRES URE TREATED. SELECTED BY OWNER, U.N.O. SYMBOLS RY KEY N KNOB LOCKS SHALL HAVE AN AUXILIARY DEAD BOLT WITH HARDENED 17. THE ELECTRICAL INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF BOLT OR WITH INSERT. 7. HEAD S FOR FRAMED OPENINGS GREATER THAN 6-0" MUST BE PRE- FLORIDA POWER & LITE CORP. AND LOCAL TELEPHONE COMPANY. 20. SHOWER HEAD WATER FLOW MUST BE RESTRICTED TO NO MORE ENGI 4EERED BY TRUSS MANUFACTURER. THAN 3 GALLONS PER MINUTE. NOTE REFERENCE ®�-REFERENCE NUMBER 4. EXTERIOR SWING DOORS SHALL BE SOLID CORE NOT LESS THAN 1 3/4" THICK. CONCRETE NOTES 8. ALL 18. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA D PANEL SIZES. SEDERS FOR FRAMED OPENINGS LESS THAN 6'-0" SHALL BE (2) OR THE CONTRACTOR SHALL PROVIDE CIRCUITS OF 21. ALL 3 2. O 2'S DEPENDING ON WALLTHICKNESS U.N.O. AND REQUIRED ROUTING TEST SOIL, WASTED VENT PIPING WITH 20' 5. FRONT MANSHALL PR ENTRANCE DOORS BE PROVIDED WITH VISION SCOPE OR VISION PANEL. r. SPECAL 1.UNLESRET 9. 1X3 PURRING STRIPS A r• RE NOT USED FOR LL CONDUITS TTS TO SUIT JOB CONDITIONS A BALANCE L S AND B E DADS HEAD OF WATER. IF fi D TE WATER LEVEL REMAINS UNCHANGED FOF A 2 HOUR SOURCES DISCONNECTED, THE SYSTEM SHALL BE DOOR REFERENCE O2 F-DOOR NUMBER WORK SHALL CONFORM MENTSAINGS,ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS AND REQUIREMENTS BRA NG AT 8'-0" O.C. AT BOTTOM CHORD AND AS OTHERWISE CALLED AS OTHERWISE 19. FURNISH AND INSTALL FIXTURES AS CALLED FOR ON PLANSOR AS SELECTED PONDERED CONSIDERED TIGPIT. 6. HINGES ON OUT SWINGING EXTERIOR DOORS SHALL HAVE NON -EXPOSED SCREWS RECOMMENDATIONS OF AC 1-301-99 SPECIFICATIONS FOR STRUCTURAL FOR ON THE TRUSS SHOP DRAWINGS. ADEQUATE BRACING D BRIDGING BY OWNER. AND NON -REMOVABLE PINS. CONCRETE FOR BUILDINGS. SHAL COLPSE L BE USED DURING ERECTION OF THE TRUSSES TO PREVENT OR DAMAGE TO THE TRUSSES. 20. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS ON 22. TEST ALL WATER PIPING UNDER A 150# HYDROSTATIC TE57 FORA WINDOW REFERENCE OM WINDOW LETTER 7. SINGLE SWING EXTERIOR DOORS CONNECTING LINING AREAS WITH GARAGE - AREAS SHALL BE SOLID CORE 1 3/4" THICK AND. SHALL BE SECURED WITH A 2. CONCRETE TO BE MIX DESIGNED N ACCORDANCE WITH ASTM C-94/C94M-03 TO ACHIEVE A STRENGTH IN 28 DAYS AS STATED BELOW, WITH A PLASTIC AND 10. PRO DE REQUIRED DRAFTSTOPS IN TRUSS SPACE. MECHANICAL SYSTEMS SHOWN ON PLANS. CONTROLS ARE TO BE SUPPLIED BY MECHANICAL CONTRACTOR AND CONNECTED BY ELECTRICAL CONTRACTOR. MINIMUM PERIOD OF 2 HOURS. 23. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE LATCH AND SINGLE BOLT WITH ONE INCH MIN. THROW OR A COMBINATION OF WORKABLE MIX. A CERTIFICATE OF MANUFACTURERS'MIX AND STRENGTH IS 11. ALL I VOOD TRUSSES TO BE ANCHORED TO BEARING FRAME PARTITION WITH 21. CHECK FOR ANY OTHER ELECTRICAL INFORMATION THAT MAY BE COVERED ON FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE REVISION REFERENCE &5 _-REVISION NUMBER DEADBOLTAND DEAD LATCH SETS AND AN AUTOMATIC DOOR CLOSER, TO BE PROVIDED. NO WATER IS TO BE ADDED AFTER THE TRUCK LEAVES THE PLANT, WITHOUT APPROVAL OF ENGINEER OR PLANT ENGINEER, PLANT AP VED GALVANIZED METAL TRUSS STRAPS, TYPICAL EACH TRUSS. OTHER DRAWINGS OF THIS SET OF PLANS. OF ACCEPTANCE. CORRECTIONS OF ANY DEFECTS SHALL BE COMPLETED A 8. ALL GLASS IN EXTERIOR DOORS SHALL COMPLY WITH ANSI279.1 CONTROL SHALL BE REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT SHALL BE 90 MINUTES. MINIMUM COMPRESSIVE STRENGTH SHALL BE AS LU BER NOTES 22. GROUND FAULT CIRCUIT PROTECTION: ALL 120V SINGLE PHASE, 15 D 20 AMP OUTLETS INSTALLED OUTDOORS, KITCHENS, BATHROOMS AND GARAGE SHALL WITHOUT ADDITIONAL CHARGE, 24. THE CONTRACTOR SHALL COMPLETELY FAMILIARIZE HIMSELF/HERSELF WITH INTERIOR INTERIOR WALL LETTER A-4 B 9. ALL OPERABLE WINDOWS SHALL WITHSTAND A FORCE OF 150 LBS. IN ANY FOLLOWS, U.N.O.: HAVE GROUND FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER OR RECEPTACLES. ALL EXISTING CONDITIONS D NOTIFY THE ARCHITECT AND/OR ENGINEER OF ANY CHANGES REQUIRED DUE TO SUCH CONDITIONS, BEFORE PROCEEDING ELEVATION (KEY TO ELEVATION OR OPERABLE DIRECTION. 3000 P.S.I. SLABS 3000 P.S.I. FOUNDATIONS I. ALL UMBER SHALL BE SOUTHERN PINE WITH A MINIMUM FIBER STRESS OF 23. ALL DISTRIBUTION EQUIPMENT SHALL HAVE A.I.C. RATING TO WITHSTAND WITH THE WORK. REFERENCE ROOM FINISH SCH.) 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM TRACKS WHEN IN THE CLOSED 3000 P.S.L COLUMNS &BEAMS 1400 .S.L, U.N.O. THE AVAILABLE FAULT CURRENT' SUPPLIED TO THE PROJECT. 25. CUT ALL OPENINGS D CHASES REQUIRED TO ACCOMMODATE THE WORK "TO NrtBRI°9 SHEET NUMBER ELEV. a SCHEDUIEs POSITION D SHALL COMPLY WITH THE A.A.M.A. STANDARDS FOR FORCED 3. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 5". 2. ALL WOOD PRE ' IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE URE TREATED. 24. INSTALL FACILITIES FOR TEMPORARY POWER FOR CONSTRUCTION AS REQUIRED D REPAIR ALL FLOORS, WALLS, ETC. DAMAGED BY CUTTINGS. ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT ENTRY RESISTANCE, A.A.M.A. 1303-3. 4. MINIMUM CONCRETE COVER FOR POURED N PLACE CONCRETE SHALL BE AS 3. HAT D WALLS INDICATE BEARING FRAME PARTITIONS AND SHALL BE REQUIRED. TO FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP UNDER 1 DETAIL REFERENCE DETAIL NUMBER SHEET 11. SLIDING GLASS DOORS SHALL HAVE DEAD BOLT OR PEN SYSTEM NOT FOLLOWS: 2X6 DS AT 16" O.C. W/ DOUBLE TOP PLATE. TOP PLATE TO BE 25. ELECTRICAL CONTRACTOR SHALL NOTIFY ENGINEER/ARCI-BTECT IN WRITING OF APPROPRIATE SECTIONS OF THE BUILDING. D-1 NUMBER REMOVABLE FROM THE OUTSIDE AT THE JAMB AND SILL. SLABS 3/4" - (BELOW GRADE) FOUNDATIONS 3" AN OR ORED TO FRAMING MEMBERS WITH APPROVED HURRICANE ANCHORS PS. AT EACH MEMBER, BOTTOM PLATE SHALL BE ANCHORED TO ANY CONFLICT AND/OR DISCREPANCIES FOUND WITH WORK AS SHOWN, SPECIFICED OR IMPLIED ON THESE PLANS, PRIOR TO PROCEEDING WITH WORK 26. VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION. COLUMNS & BEAMS 1 1/2" THI NED SLAB WITH 1/2" DIAMETER "J" BOLTS CAST INTO CONCRETE AT IN QUESTION. SECTION NUMBER BUILDING SECTION ;A6� 5. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". ALL AGGREGATE SHALL CONFORM OPE NGS NOT EOR XCEEDING fi tl" U.N.O. ONIE HDE OUR PARTITION S2X12 HEADER HALL 26. ELECTRICAL CONTRACTOR SHALL SUBMIT (4) COPIES OF LIGHTING CUT REFERENCE �- SHEET NUMBER TO ASTM C-33 HA ONE LAYER OF 5/8" TYPE "X" DRYWALL APPLIED TO EACH SIDE SHEETS TO OWNER FOR GENERAL REVIEW PRIOR TO ORDERING AND UPTOUNDERSIDE OFROOF SHEATHING WHERE APPLICABLE. SAID FIXTURES AND EQUIPMENT. FOUNDATION F2 iFOUNDATION REFERENCE LETTER/NUMBER THE BENEDICT GROW ON) IACHITMILRE AND PUNNING HEREBY RESERVES ITS COPRIG OS FIN OTHER PROPERTY ROO N THEM PLN5. IDEAS, AND DESIGNS. SAME SHALL NTT 8E REPRODWEO, CHANGED. OR COPIED N W PORN OR VANNE4 , TOR MI. W BE AWNED TO ANY THIRD PANY NBHWR REST ORGANIC NROTEN PERNffNN FroN TBG OMKMR SHAVE CHECK AND VEINY ALL DAENM ON SIIE PROR TO EONSNOOBDN THU DMNNGS WST NOT BE SCALED. REVISIONS NO. I DATE DESCRIPTION 4 4 1/13 BLDG. DEPT. COMMENTS Ths Benedict O O ARCHITECTURE • PLANNING 1525 NW 3RD STREET SUITE NO,1 DEERFIELD BEACH, FLORIDA 33442 (954) 57M5W FAX (954) 570-9550 www,thebenedictgroup.com License No.AAC-W19W u w � o o Cn CD rC) z `� v J O z z F-1 U CD F- C) CU = J CD F- u>u W pN� f� fi ARCHITECTS SEAL MAY 32M SHEET TITLE TITLE SHEET SCALE NTS DRAWING NUMBER 0.00 DATE 2-21-2013 DRAWN & CHECKED BIB / EST JOB NUMBER P-1103 , n 1 - / POOL � nz.°i 05 /g s 25 25 ,\ / \ �!\ 12 13 14 I \ 11 I 9 NOTES ON MATERIALS USED THIS LEVEL: Per FBC 2010 R302.9.1 Flame spread index. Wall and ceiling finishes shall have a flame spread index of not greater than 200. Exception: Flame spread index requirements for finishes shall not apply to trim defined as picture molds, chair rails, baseboards and handrails; to doors and windows or their frames; or to materials that are less than 1/28 inch (091 min) in thickness cemented to the surface of walls or ceilings if these materials exhibit flame spread index values no greater than those of paper of this thickness cemented to a noncombustible backing. QPer FBC 2010 R302.9.2 Smoke -developed index. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450. /9 • g ,.. 3 u \ 2 \ O ��a EGRESS 1 / ys h. 02 NOTES ON MATERIALS USED THIS LEVEL Q � 1. All wood, including floor sbeatbing, sl all be pres.ti re -preservative -treated in / /�• S,� \ accordance with AWPA III for the spec' s, product, preservative and end use or be / / the decay -resistant heartwood of redwoo A, blackloc t or cedars. Preservatives shall I i / be listed in Section 4 of AWPA Ul. / - • - / 25 2. Materials and installation methods use for floorin and interior and exterior walls \\ and wall coverings shall conform to the I ecivisions of FEMA/FIA-TB-2.- / / ? 25 4 1 '-0" Ceiling \ \ I , \ / / C G E 23 A USE WET AREA (UNFINISHED) ; \ \ �?, GYP. BD. OR oa Ceilin DUROCK ONLY (TYP. THIS LEVEL "NAVD 6 (14.5 NGVD) F.F. HT. 02 \ d� fcuJF001 �Op �INA6� s; Mp AB V / \ / ]3'I NAVD (14.8 NGVD) F.F. HT 1R 0 UP 0 05 VEST. , \ / �9 s 6 g \ / /-------- 1R-------- -- I 16 12,_9"NAVD S I -----I 15---------- {_ _ _ (14.3NGVD)F.G. / O, 7 ---- 14 --- ------� / --- 13- - - - - - - - - - - - - - - - - - / / 9 1 }a O is / •� / 1 I1 10 \� A2.0J / Q 01 /// 17 , (all<a5:. 13 ECRESSDOOR 16 15 14 PER 2010 FBC (R) 10 11 311.2 Q _ -- -------- 6 s C;x3,;:xso 5 3 4 UP 1 �r r RAPHIC DESIGN CRITERIA SEISMIC DESIGN CATEGORY(t) SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP (e) ICEBARRTER UNDERLAYMENT REQUIRED (h) FLOOD HAZARDS(g) AIR FREEZING INDEX (i) MEAN ANNUAL TEMP 0) Weathering (a) Frost line depth (b) Termite (c) NA Negligible NA Very Heavy NA NA NA DESIGN TEMPERATURES DEGREES NORTH WINTER SUMMER 97.5% Dry Bulb 2.5% Wet Bulb 2.5% 45 91 79 26040' WALL LEGEND "BREAK -AWAY" CONCRETE BLOCK WAL . SEE STRUCTURAL DRAWINGS FOR DETAl. S SHEARWALL, REFER TO STRUCTURAL DRAWINGS FOR DETAILS. I WINDOW SCHEDULE press paet Imp SIZE TYPE Re uirements Resistance Yes No Yes No 1 2-4 xb-O _ CASEMENT -.._.. 0 0 II 4-0 KB-C) FIXFP 6LA55 W/ 4-O x 5-6 FIXFP G1-ASS TRAN500; 0 8 12 A-O x 25-9 HALF CIRCLE'rOF FIXFG 6LA55 0 0 14 2-6 x 4-0 FIXEP 1ALA55 0 0 16 5-0 x 5-0 CA5FMENT W/ '>-O x 2-0 FIXSC/ GLA55 TrANSOM O 0 AND 5-0 x 2-10 MrP GLA55 SILL (5) 5-0 x 5-o WINDOW ( XOX) W/ 17 9-0 x 5-0 C 5) 5-0 x 2-0 NOP GLA55 TRANSOM & 0 0 (5) 5-O x 2-10 FIXBP 6LA95'ILL PAJR OF 5-CJ x 8-O FIXED GLASS VVUJPOW 0 e 9 6-O x B-O W/ FAIR OF 5-0 Y. 2-0 FIXED 6LA55 TP.AN50M FW12 OF 5 0 x 5 0 CA5L'MNf WINPOW V7/ (2) 20 6-0 x 5-O t,-0 x 2 -0 FIXCP 6LA55'M4150M & 0 (2) 5 0 x 2 10 F IXW 6LA55 51L1,. 21 5-0x 5-0 CA5EMFNf W/ 5-0 x 2-0 FIXFP GLAS,51PAN50M 0 0 50 I0-4 z 6-10 HALF -CIRCLE fOP FIXFt7 61,A55 0 AO PAIR OF 4-0 x 5-0 GLA55 WMPOW (XO e OX) 52 8-O x 5 -O W/ (4) 2-0 x 5-0 FIXED 6LA55 511LL 54 5-O x 5 -O CA` EWrNT W/ 5.O x 5.0 FIXF5) GLA55 51LI- 0 55 9-0 x 5-O x 5-O GLA55 WINDOW (XM) Q W/ (5) 5-0 x 5-O FIXED GLA55 51LL- 5� 6-O x 5-0 PAIR OF 5-O x 5-O CA5FMENT WINDOW 0 W/ C 2) 5-0 x i-0 FIXED GLA55 51L1- 58 5-4 x 5-CJ PAIR OF 2-0 x 5-0 CA5rMENT WINDOW 0 W/ C 2) 2-8 x 5-O FIXED 6LA55 SILL 59 1 5-0 Y. 4-O QUATREFOIL FIXED GLA55 0 0 -106-0 x 10-0 I FIXED GLA55 0 0 I. WINPOW5 %tk,L WOVE WNITC COLOR FRAMES AMP TINTED 61LA55. 2. A -I- GLAZING AT NhARDOU5 LOCMON5 5UCH A5 1W, 5HOWER FNCLO5UR55; WINPOW5, ETC., SHALL COMPLY WITH 5E61ION5 P.501 j AMP IY508 OF THE 2010 rLMEPA BUILDING COr)E. ALL WINPOW5 5IN-L COMPLY WIN CW rrP 044 OF fHF 2010 F.B.C. �•+ 4. (AI-AZING SHALL HAVE GIVIMP LATE A5 FM ELFVA110N5. 5. ALL WINPOW 6ALALING5 `-d-IALL Or IMPACT 6LA55 6. WATERPROOFING 5HALL OF 051-50R-100 CALI-K. V-/ O S LE ❑ I SIZE THK FI Egress Impact ARKS Require Resistance Yes No Yes No 01 5-C) x 8-0 1 5/ 4" PAINTFG rCeNCH POOR 0 0 02 5, 0 x 8-0 1 >/ 4" PAINTED 5ELF-CL051N650LIP CORE PANEL POOR 0 0 05 6-0 x 63-0 3/ 4" PAINTED PAID FFN\JCH DOOR 0 Q 04 8-n K B-O ------- FAINTFG OVFRHFAP SECTIONAL (W2 r ROOF W/ OPFNFR 0 0 05 16-0 x 8-0 ------- PAINIZE7 OVFRHFAG 5FCTIONAL GARAGF POOP W/ OPENrF 0 0 06 5-0 x 8-0 15/ 4" PAINTED SOLID CORE PANEL POOR 0 0 101 6.O x 8-0 1 5/ 4" PAINTED PIZONTENIIN POOR W/ PAJR?i-O x 4-D FIXEG GLA55 TP.ANSOM & 2-0 x 6-0 51CMITE W/ 2-0 x 4-0 FIXED 6LA55 VAN50M © 0 107 2-8 K 8-0 5/ 4" FAJNTFP SOLID CORE FANW DOOR 0 0 102.a 2-B K B-O 15/ 4" PAINTFP SLIPING PANEL POOR 0 0 1026 5-4 x 8-0 1 5/ 4" PAIWEG 51LIPING N-PA55 POOR 0 0 105 5.O x 8.0 1 5/ 4" PAJNSF SOLID CORE PANEL DOOR 0 0 104 2-4 xB-o 15/ 4" PPoNrFt7 SOLID C-ORF PANEL POOP 0 0 105 6-0 x 8-0 ------- PAIMTrP HCORIZONTRL SLIPING 6I-A55 POOP', W/ PAID 5-O x 2-0 FIXED 6LA5'.5 TP.AN50M 0 0 106 6-0 x 8-0 1 5/ 4" PAINTEP FAIR FRENCH 51-121N6 PR W/ PAIR 5-O x 2-0 FIXEG 61E5 TRAN5 0 0 1017 5-0 x 8-0 1 5/ 4" FAJNTEG FAIR FRENCH DOOR W/ PAIR 2-6 x 2-0 FIXED 61EA55'CF.AN50M 0 0 201 5-0 x 8-0 1 5/ 4" PAINTED SOLI? COI:E PANEL DOOR 0 0 202 2-0 x 8-0 1 5/ 4" PAJNTCG SOLID CORE PANEL POOR 0 0 205 2-6 x B-0 1 5/ 4" PAINMP SOUP COIL PANEL POOR 0 0 204 4,0 x 8-0 1 ?5/ 4" PAINfEP FAIP 5OLIP CORE FANFL POOR 0 0 501 2-ej x 6-8 1 5/ 4" PAINTFP FRENCH POOR 0 0 �Cn �^ O Z I. ALL 90OF5 TO EXTERIOR ANP GARAGE SHALL HAVE WEA T1rr ST,WIPNMCA Re 7NP59HOLP, 2, ALA- G4AZIN6 Af HAZAPPOLI5 I.00ATIOM5 SUCH A5 FRENCH GOOK, POOR 51P 11Y5, ETC., 5HALU COMPLY W1111 5FCTION5 R508 AMP RMI Or 1Hr 2010 FLORIPA OLILVINO COPE, 5 ALL POOPS 5HALI. COMPLY WITH CHW 1'eS R44 OF 1NE 2010 FLORIPA BUILDING COPE, 4 ALL CXAZIN n5 SHALL BF IMPACT GLA55 IJNLE55 NOMP OMEI'WISe. 5, WA'FERI'FOOFUN FOR EXlr4 IOR POOR5 5NALL BE 05I-5 3P-100 CAULK. GROSS SQUARE FOOTAGES ROOM NAME AREA BASEMENT A/C 3 CAR GARAGE 1,239 SQ. FT. UNFINISHED 1,215 SQ. FT. REAR COVERED 542 SQ. FT. COVERED ENTRY 54 SQ. FT. Q PLAN KEYNOTE LEGEND OPROVIDE FOR FUTURE RAIN COLLECTION CISTERN AND FILTRATION SYSTEM. QSTRUCTURAL CONCRETE PIERS, REFER TO STRUCTURAL DRAWINGS GAS BBQ GRILL AND COUNTER OOUTDOOR SHOWER AND FOOT WASH, WITH SAND TRAP AND DRYWELL, REFER TO PLUMBING DRAWINGS OGLASS WALL ELEVATOR, REFER TO ELEVATOR DETAIL DRAWINGS OELEVATOR EQUIPMENT ROOM, REFER TO ELEVATOR SHOP DRAWINGS OFEATURE FOUNTAIN, REFER TO LANDSCAPE DRAWINGS OROOF FOR LEVEL BELOW OCANTILEVER EYEBROW FEATURE, SEE DETAILS 1 0 KITCHEN PASS-THU WINDOW WITH SHUTTER, SEE ENLARGED DRAWINGS 1 'I SAFE 12 DRESSING AREA WITH ANGLED MIRRORS j 3 TUBE STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS 1 ¢ EDGE OF FLOOR OR ROOF ABOVE 15 RETAINING WALL, REFER TO LANDSCAPE DRAWINGS 1 6 RAILINGS, REFER TO DETAIL 17 SOFFIT/ HEADER TO W-O" ABOVE FINISH FLOOR 1 g ROOFTOP PAVERS ON PEDTSTAL SYSTEM FUTURE SOLAR HOT WATER SYSTEM PANELS AND 9 D PROVIDE STUB -UP FOR FUTURE PHOTOVOLTAIC SYSTEM 20 ROOF PARAPET WALL 21 FLAT ROOF AREA 22 ROOFCURB 23 GRAGE FLOOR SLAB ON GRADE DESIGNED TO "BREAK -AWAY" 24 WALL MOUNT RANGE POT FILLER 25 VERTICAL RAIN LEADER, REFER TO ROOF & PLUMBING PLANS FOR SIZE 26 AMERICAN STANDARD SINK#12SB.171700- 17"x17" SS UNDERMOUNT OFOUNTAIN PUMP AND FILTER. MOUNT PUMP ABOVE 17.9 27 NGVD RC TADC7 GPoW (1B6) AMTECM AND KANW HEREBC RESEMS DS COW -RATS AND OTHER PROPERTY RMIS N THESE RJHS, RiRS, AND OWE SANE STALL Apt BE REPROMEO, WHERE, DR COPID N ANY FORA OR MAKER, MR SHALL TO BE AHED 70 ANY THIN PARTY'RRIOUI FIRST ORNNW WEEK PERNSSCN In IBC 09MMR SHALL CHECK AND VERFY ALI DWNSW OR SIZE PRIOR 70 CONSTUTON. THESE DMNNCS MOST NOT BE SCAB, REVISIONS NO. DATE DESCRIPTION 1 2/21/13 ADJUST ENTRY STEPS 3 3/6/13 HEIGHT COORDINATION 4 5/1/13 BLDG, DEPT. COMMENTS Benedict ARCHITECTURE - FLANNNG 1525 NW 3RD STREET SUITEN0.1 DEERFIELDBEACH, FLORIDA 33442 (954) 570-9500 FAX (954) 570-9550 iwwAhebwedictgrcupxctn License No.AAC-001900 U� � Q H Q z LL W � o � z z O N � w W F"9 � J O F- z Cf) H� r� I-1 ARCHITECTS SEAL MAY $ 20'a SHEET TITLE GROUND FLOOR PLAN SCALE I/4"=1'-0" DRAWING NUMBER A1.01 DATE 2-21-2D13 DRAWN & CHECKED BIB / RST JOB NUMBER P-1103 1 0o CD I 1W WA \ EXISTING SEAGRAPE J� \ 7.5' SIDE YARD — C.C.C.L. 1978 - — SETBACK — (\a 25' F NT YARD 17.5' SI SETB' SETBAC \ � I APROX. APROX. CENTER tl3, LOCATION OF LINE OF S.R. AlA TEMPORARY CONSTRUCTION FENCE ' ,wI j ---------------------------------------------- x 'APROX. F.D " OF DUNE LINE a�.-- ------ ----- --------------- -- -------------- ---- \` --- POOL DECK LIMIT LINE OV 99 A 13.0' `\T GARAGE F.FCO G C. \ �5 24Y T)R Tv77 ti 1 C.C.C.L. ,S I 25' FR T I I QUIPMENT ; J O TION OF h S BACK )F \ EM ORARY Y, SINGLE / CON TR ON FAMIL SIDENCE % i \`\ \ F JP " ✓ > 5S \ `` �\ ILL APAA STRUCTURE 12.0 a�if �' ��1� \\\ /� �� \ LIMIT LINE 0� \\ \ APROX. EDGE 1 ; \ o D LINE �R Of `\\\'' \ \ 7.5' SIDE YARD 1 9A,QAA S�,P A/ EQUIPMENT \ \� / SETBACK - - — - - — - - — - - - 00 - - - - - - - - _�,` /� AREA NOT PART NM 19'40"E, 396.94 G. / OF THIS PROJECT �A J �O SITE PLAN LEGEND CUT/ FILL CALCULATIONS NOTES FOR ESCAVATIONS TO BE MADE, ALL IN -SITU BEACH COMPATABLE SkND SHALL Per DEP/USGS Control Line Overlay Maps, closest station is R16, St. Lucie County; REMAIN SEAWARD OF CCCL AND PLACED IN MITIGATION AREAS AS I NDICATED ON 17.9' Storm Elevation (Lowest Horizontal Member) EXISTING GRADE CONTOUR TO PLANS. 2.7' Design Grade REMAIN, NUMBER DENOTES PAVER AREAS HEIGHT IN FEET ABOVE NAVD ESCAVATIONS: ESCAVATION FOR POOL & SPA -67.4 cu yds cut Pool Note: ESCAVATION FOR FOUNDATION WORK -36.6 cu yds cut Swimming pools, wading pools, waterfalls, spas, or similar type water structures are expendable structures TOTAL CUT -104.0 cu yds cut and shall be sited so that their failure does not have adverse impact on the beach and dune system, any NEW GRADE CONTOUR, NUMBER FILL AREA, AREAS TO RECIEVE DENOTES HEIGHT IN FEET ABOVE IN -SITU FILL FR_ OM ON -SITE FILLS: adjoining major structures, or any coastal protection structure. Pools sited within close proximity to a NAVD ESCAVATION GRADING FOR GARAGE APRON & POOL DECK +107.2 cu yds fill significant dune shall be elevated either partially or totally above the original grade to minimize excavation GARAGE & BUILDING FOUNDTATIONS +32.7 cu yds fill and shall not cause a net loss of material from the immediate area of the pool. All pools shall be designed to "FILL AREA 1" +40.3 cu yds fill minimize any permanent excavation seaward of the CCCL. TOTAL FILL +180.2 cu yds fill EXISTING GRADE CONTOUR TO BE --� --- MOVED, NUMBER DENOTES HEIGHT �p� EXISTING GRADE SPOT NET FILL +76.2 C YDS NET FILL IN FEET ABOVE NAVD + ELEVATIONS IN NAVD ELEVATOR STAIR TOWER PARAPET ROOF DECK wlri.uw l_ I 3fiY 511 JC04 ✓ 4 m t I ^ - CI "FILL AREA 1" n 17.9' NGVD ///��-DASHED LINE DENOTES 4�- POOL 18' AHOV / V-0-NAVE) L.H.M. GROUND / ti <, O N Ib 7 T7 RSti + ) +I +\ +C+ ©0 N SITE SECTION AA THE 81 GROW (I GI ARa91fC1N6f Na NIANC HEREBY RESERVES IS mPOAGNS AN) OTHER PROPENY REHM IN THESE PLANS. IGEPS, NZ DESKIS, SWE SRI N01 BE REPRONCm• OHAWk OR MPCD N ANI FORM OR MEN . NN SV11 THEY BE AS99NED TO ANY THIRD PARK' RNHOOf FIRST OBUNNG •NNEEN PERWES01 FROM TRG COII MMIR S u CHECK W VEINY NL NNENSNHS ON SEE PWR TO COMIR CINN. THESE CRAVINGS NISI NOT BE SUaD. REVISIONS NO. DATE DESCRIPTION 2 3/6/13 ADD SIDE DIMENSION 3 3/7/13 FDOT REQUIRED INFO 4 3/20/13 REDUCEPOOLDECK 5 3l2l/13 REVISE CONS. LIMITS 6 3/26/13 ADD DUNE LINE Thq Benedict ARCHITE EE •PL&NNING 1525 NW 3RD ST DEERFIELD BEACH, (954) 570-9500 www.thebKmdictg ZEET SUITE N0.1 FLORIDA 33442 FAX (954) 570-9550 .mm License No. AAC01900 71 f--1 a ) O CD z z I~TI O U = w U) u� N ARCHITECTS SEAL APR 0 32013 SHEET TITLE SITE PLAN SCALE DRAWING NUMBER A1.00 DATE 2-21-2013 DRAWN & CHECKED BIB / PST J B NUMBER P-1103 J I R R, V.I.P. 9'-6" Ceiling R 30' -7I I A2.03 25 2'-6 / / 34 / 5'-1 1/ 211 -7'-611 1'-611 W 0 40<40>l D X j Q 9'-0" Cei ' x 203 202 W.I. -61, Colin axx 203 \ 9'-6" Cei / �\ / ex o �2 / / LOFT/ MEDIA 8'-6" Ceiling 9 6 Ceiling s 0`x / UP 5 2 32 if 0`\ 5 4 D 23^^ S% 5 b 5'-1 1121, 6, I \ _ OPE TO BE OW 25 Q) zo3 /'O, 1\ 20 '�'- BAT ry\� 9'-6" Ce' ing 16' 2" ii L � I a � , 39'"NGVD F.F. T. / ,04 RO TRUM 201 9'-6" Ceiling \ 8'-6" eiling 202 C ® 0 205 r C, \ 203 12' 611 BATH =9'-6" Ceiling \\N , � 0 203 n .I. . 39 s, -6" Ceiling A2.03 8 I�h' -811 2' OI I WINDOW SCHEDULE O SIZE TYPE gress RetS Impact Resistance Yess I N No Yes I No 1 2-4 x6-0 CASEMENT 0 0 II 4-0 x 8-O FIXEP 6LA55 W/ 4-O x 4'+-6 FIXED GLA55 YRAN5010 0 0 12 5-0x 25-9 HALF CIRCLE TON' FIXEP GLA55 0 0 14 2-6 x 4-0 FIXEP 61,A55 0 0 CASEMENT W/ >-0 x 2-0 FIXEP OL.M,5 IRAN50M 0 0 16 3-O x 5-0 ANIP 5,-0 x 2-10 FIXEP GLA55 51U.. (:5) 5-0 x �-O WINDOW ( /,OX) W/ 17 9-0 x 5.0 (5> 5.0 x 2-0 FIXEP 6LA55 1RMI50M & 0 0 (5) 5-0 x 2-10 MW GLA55 51L4 PAIR OF 3-O x 8-0 FIXEP 61,A55 WINDOW 0 0 19 6 -0 x 8.0 W/ PAIR OP i5-0 x 2-0 FIXEP 61_A55 TRANSOM PAIR OF 5-O x 5-O CASiMENr WINPCJW W/ (2) 20 6-0 x 5-0 5.0 x 2-0 NNW 6LA55 TPAN`.OM & 0 0 (2) 5-0 x 2-10 FIXEP OLA55 51LL 21 3-0 x 5-0 CASEMENT W/ 3-O x 2-0 FIXEP GLA55 TRANSOM 0 0 10 10-4 x 6-10 HALF-EFE5 TOP FIXEP GLA55 0 0 PAP OF 4-0 x 5-0 61-A55 WINPOW (XO & OX) 0 0 `2 8-0 x 5-O W/ (4) 2-0 x 3-0 FIXEP GLA55 511,E 54 5-0 x 5-O CASEMENT W/ T3 x 3-0 FIXEP GLF55 SILL © 0 (5)3-0 x 5-O GLA55 WINDOW C XOX) 0 0 >" 9.0 x 5 -0 W/ (!5) f 0 x i�,-0 FIXEP G1,A55 511,1, PAIR OF 3tiJ x 5-O CA5EMENT WINDOW 0 0 �7 6-O x 5-O W/ (2) 5-0 x :-O FIXEP 0LA55 51LL PAP OF 2-6 x 5-O CA5EWNT WINPOW 0 0 W/ (2) 2-6 x b-0 FIXEP 61,A55 SILL 59 3-0 x 4-0 OLIAIREFOIL FIXEP GLA55 0 0 4() 16-0 x 10�0 HALF -CIRCLE TOP FIXEP 61-A55 0 0 I, WINPOW5 5HA-I, HAVE WHITE COLOR FRAMES ANP nN MP GI-A55. 2, ALL GLAZING At MZARPOU5 LOCATION5 5UCH A5 TL113, SHOWER %CL05URE5, WINPOW5, ETC., SHALL COMPLY WITH SECTIONS R"i01 �7 AMP P.508 OF THE 2010 FI.ORIPA UUILPING COPE, 3. ALL VvJNPOW5 5WALL COMPLY WITH CWTEP P44 OF THE 2010 F,S.C. Q z �-H 4, GLAZING SHALL HAVE PIVIMP ITS A5 PER MrVATION5. 5, &I, WINDOW 6LAZIN65 5NALL f3E IMPACT GI-A55 6, WATERr'POOFING 5HALI- t3E 051-5PP-100 CAI-K. /AA 37 BEDROOM 2 9'-6" Ceiling to BEDROOM 3 9'-6" Ceiling v1I \ry �0 NOTES ON MATERIALS USED THIS LEVEL: Per FBC 2010 R302,9.1 Flame spread index. Wall and ceiling finishes shall have a flame spread index of not greater than 200. Exception: Flame spread index requirements for finishes shall not apply to trim defined as picture molds, chair rails, baseboards and handrails; to doors and windows or Their frames; or to materials that are less than 1/28 inch (0.91 mm) in thickness cemented to the surface of walls or ceilings if these materials exhibit flame spread index values no greater than those Qof paper of this thickness cemented to a noncombustible backing. 4 Per FBC 2010 R302.9.2 Smoke developed index. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450. All insulation materials shall comply with FBC 2010 R302.10 Flame spread index and smoke developed index for insulation. DOOR SCHEDOW Eliress SIZE THK FIN spact REMARKS Re u cements Resistance Yes No Yes No 01 3-0 x 8-O 13/ 4" P.AINTEP FRENCH POUR 0 02 15•0 x 8-0 1 -,/ 4" PAINTEP 5FLF-C-LO5IN6 SOUP COM PANEL POOR 0 0 0' 6,O x 8.0 1 3/ 4" PAINTEP PAIR FRENCH POOR 0 0 04 8.0 x 8-O ------- PAINTEP OVERHEAP SECTIONAL GARAGE POOR W/ OPENER 0 0 05 16-0 x 6-0 ------- PAINTED OVE MWEN9 SECTIONAL GARAGE POOR W/ OPENER 0 0 06 3-0 x 8-0 1 3/ 4" PAWN P SOUP CORE f ANEL POOR 0 0 ION 6=0 x 8-O 3/ q" PAINTED IRONY ENTRY POOR W/ PAIR 15-0 x,10 FIXEP GI-A55 TRAN50M & 2-0 x 5-0 51Pal riE W/ 2-0 x 4-0 FIXEP 61,A55 TRAN50M 0 0 102 78 x 8-0 1 5/ 4" PAINTEP SOLI? COPE PANEL POOR 0 0 102a ;t48 x 8-0 1 �5/ 4" PAIWI P %IPING PANCI- POOR 0 0 102b 5-4 x 8-0 1'5/ 4" PAINTEP NAVINO N-PA55 POOR 0 0 105 ~yO x 8.0 1 3/ 4" PAINTEP 501,1P CODE PANEL POOR 0 104 2-4 x 8.O 1 "5/ 4" PAINTED SOUP CORE PANEL POOR 0 0 IG5 6.O x 8-O---- PAINTEP HOMIZONTAL 5LJPING GLA55 POOR W'/ PAIR 5-0 x 2-0 FIXEP OLA55 TR4NN50M 0 0 106 6-0 x 8-0 1 3/ 4" PAINTEP PAIR DRENCH 5LIPIN6 PR W/ PAIR 3-0 x 2-0 FIXEP 6L5 TRAN5 0 0 107 5.0 x 8-0 1 5/ 4" PAINTED PAIR FRENCH POOR W/ PAIR 2-6 x 2-0 FIXEP GLA55 TPAN50M 0 0 201 ,-O x 8-0 I i/ 4" PAINTED 50L112 CORE PANEL POOR 0 0 202 2.8 x 8-0 1 5/ 4" PAINTED 5OLIP COME PANEL POOR 0 0 203 2.6 x 8-0 1 5,/ 4" PAINTED 50L119 CORE PANEL POOR 0 0 204 4.0 x 6-0 15/ 4" PAINIT 5) PAIR 5OLIP COME PANEL- POOR 0 0 501 245 x 6-8 1 5/ 4" PAINTS ? ERE NCH POOR 0 0 W C)5, '7 F� 1, ALL POOR5 TO EXTERIOR ANP OAA'.AOE SHALL HAVE WEATHER 5TRIPPIN6 & MR.E5H01-P, 2, ALL OnLAZINC4 AT HALAPPOU5 LOCATIONS SUCH AS FMNC-'H POOR, POOR 51MUTE5, ETC„ 5HALL COMPLY WITH SECT10N5 R508 ANP R311 OF THE 2010 FLOMPA L^UILPING COPE. ALL POOk5 SHALL COMPLY WITH CHAPTEP P44 OF THE 2010 FLORIrr* VUILPIN✓ COPE. 4, ALI, 61,AZIN65 51-WILL M IMPACT 01-A55 UNLE55 NOTED Off-ERMSE, 5, WAtWPOOFIN(A HOP EXTERIOR POOM5 `X'ALL M 051-SPR-100 CALLK, THE BEIEOCT CDP go WHAI[ChRE AID PLANNING HEREBY RESERA RS O PIPoCMS AND OTHER PUKRN WE N THESE PLANS, DEIC AND DESM SANE SHALL. BUT BE REPRODAR YANNGED, DR CORED N INN FORM OR MANOR ,NOR SHALL TO BE ASUGNED TO ANY THIN) PAM %TMN EN51 OMNNM OWEN PERNSS'ON FROM TM CWW OR SHALL CHEN AND LERAY ALL DEENEDNS ON SHE PRDR 10 NNSTUMN THESE WHOM MCI M1 BE SCUED.. REVISIONS V0. DATE DESCRIPTION 4 5/1/13 1 BLDG. DEPT. COMMENTS W� Q o �� CD u) O z O PLAN KEYNOTE LEGEND CDCr)W z_z PROVIDE FOR FUTURE RAIN COLLECTION CISTERN AND O FILTRATION SYSTEM. ^ F--1 � O OSTRUCTURAL CONCRETE PIERS, REFER TO STRUCTURAL U W 2 DRAWINGS =CD J O GAS BBQ GRILL AND COUNTER F- j� ' cc CD OOUTDOOR SHOWER AND FOOT WASH, WITH SAND TRAP L^- (/O 4 AND DRYWELL, REFER TO PLUMBING DRAWINGS Z OGLASS WALL ELEVATOR, REFER TO ELEVATOR DETAIL DRAWINGS OELEVATOR EQUIPMENT ROOM, REFER TO ELEVATOR SHOP h� DRAWINGS u OFEATURE FOUNTAIN, REFER TO LANDSCAPE DRAWINGS O$ ROOF FOR LEVEL BELOW OCANTILEVER EYEBROW FEATURE, SEE DETAILS 10 KITCHEN PASS-THU WINDOW WITH SHUTTER, SEE ENLARGED DRAWINGS 11 SAFE j 2 DRESSING AREA WITH ANGLED MIRRORS 13 TUBE STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS 14 EDGE OF FLOOR OR ROOF ABOVE 15 RETAINING WALL, REFER TO LANDSCAPE DRAWINGS 1 g RAILINGS, REFER TO DETAIL ARCHITECTS SEAL 17 SOFFIT/ HEADER TO 8'-0" ABOVE FINISH FLOOR 18 ROOFTOP PAVERS ON PEDISTAL SYSTEM 8FUTURE SOLAR HOT WATER SYSTEM PANELS AND PROVIDE STUB -UP FOR FUTURE PHOTOVOLTAIC SYSTEM 20 ROOF PARAPET WALL WMAY 22013 21 FLAT ROOF AREA SHEET TITLE 22 ROOF CURB OGRAGE FLOOR SLAB ON GRADE DESIGNED TO SECOND "BREAK -AWAY" 23 FLOOR PLAN 24 WALL MOUNT RANGE POT FLLER O VERTICAL RAIN LEADER, REFER TO ROOF & PLUMBING SCALE DRAWING NUMBER 2 =F PLANS FOR SIZE 1/4 -0' 26 AMERICAN STANDARD SINK #12SB.171700 - 17"xl7" SS DATE 2-21-2013 DRAWN & EKED A 1.03 FOUNTAIN PUMP AND FILTER. MOUNT PUMP ABOVE 17.9 BIB / RST 27 NGVD JOB NUMBER P-1103 Benedict ARCHITECTURE • PLANNING 1525 NW 3RD STREET SUITE NO.1 DEE FIELD FLORIDA SLEEPING ROOMS PROVIDE AN EGRESS (934)50.95 BEACH,0 FAX X(954)-9550 33442 WINDOW WITH A NET CLEAR OPENING mm,thebenedt6goupmm Iieense No.AAC-001400 OF 5 SQ. FT. FOR GROUND FLOORS5.7 , $HA L NOT 113EFT FOR U LESS THAN PPER R24'H OR 20W ILL NOT MORE THAN 44" ABOVE FLOOR. U� V_\� GROSS SQUARE FOOTAGES ROOM NAME AREA FIRST FLOOR A/C SECOND FLOOR A/C 2.073 SQ. FT. TOTAL A/C 4,898 SQ, FT. B NOTES ON MATERIALS USED THIS LEVEL: Per FBC 2010 R302.9.1 Flame spread index. Wall and ceiling finishes shall have a flame spread index of not greater than 200. Exception: Flame spread index requirements for finishes shall not apply to trim defined as picture molds, chair rails, baseboards and handrails; to doors and windows or their frames; or to materials that are less than 1/28 inch (0.91 nI in thickness cemented to the surface of walls or ceilings if these materials exhibit flame spread index values no greater than those of paper of this thickness cemented to a noncombustible backing. 4 Per FBC 2010 R302.9.2 Smoke -developed index. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450. i All insulation materials shall comply with FBC 2010 R302.10 Flame spread index and smoke developed index for insulation. ROOF OVER STAIRS SF 2" RWL TRIBUTARY AREA 271 SF 4" OVERFLOW LEADER DN. 4" OVERFLOW SCUPPER F.F. HT. k� FLAT P .ED PARAPET 1 A2.03 RAKED PARAPET FLAT PARAPET 12 w O B. ELEV. +3 8 2" RWL TRIBUTARY AREA 271 SF `3 A Q n� (0-11 O PLAN KEYNOTE LEGEND O PROVIDE FOR FUTURE RAIN COLLECTION CISTERN AND j ¢ EDGE OF FLOOR OR ROOF ABOVE VERTICAL RAIN LEADER, REFER TO ROOF & PLUMBING 25 PLANS FOR SIZE FILTRATION SYSTEM. CONCRETE PIERS, REFER TO STRUCTURAL j $ RETAINING WALL, REFER TO LANDSCAPE DRAWINGS AMERICAN STANDARD SINK #12SB.171700 - 17x17" SS 26 UNDERMOUNT OSTRUCTURAL DRAWINGS 1 B O RAILINGS, REFER TO DETAIL 27 FOUNTAIN PUMP AND FILTER. MOUNT PUMP ABOVE 17.9 NGVD OGAS BBQ GRILL AND COUNTER SHOWER AND FOOT WASH, WITH SAND TRAP % SOFFIT/ HEADER TO 8'-0" ABOVE FINISH FLOOR OOUTDOOR 4 AND DRYWELL, REFER TO PLUMBING DRAWINGS 8 ROOFTOP PAVERS ON PEDISTAL SYSTEM WALL ELEVATOR, REFER TO ELEVATOR DETAIL OGLASS 5 DRAWINGS 9 FUTURE SOLAR HOT WATER SYSTEM PANELS AND PROVIDE STUB -UP FOR FUTURE PHOTOVOLTAIC SYSTEM EQUIPMENT ROOM, REFER TO ELEVATOR SHOP OELEVATOR DRAWINGS 2� ROOF PARAPET WALL OFEATURE FOUNTAIN, REFER TO LANDSCAPE DRAWINGS O$ ROOF FOR LEVEL BELOW 2 FLAT ROOF AREA Z2 ROOF CURB OCANTILEVER EYEBROW FEATURE, SEE DETAILS 23 GRAGE FLOOR SLAB ON GRADE DESIGNED TO "BREAK -AWAY" KITCHEN PASS-THU WINDOW WITH SHUTTER, SEE ENLARGED DRAWINGS 24 WALL MOUNT RANGE POT FILLER 11 SAFE 12 DRESSING AREA WITH ANGLED MIRRORS 3 TUBE STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS RE BENEDICT GNLP (1BG) ARCHMIOIE AND PIANNIIG HEREBY RESER NS COPYRICMs AND OVER PROPERTY RKROS N THESE PLANS, IDEAS, AND DESIGNS SAM[ SHALL NOT BE REPRODACED. CHANGED, OR CRIED N ANY FORM OR MI , NOR WL THU TA ASaCIFO TO ANY THIRD PARTY IATHON ITIR OBRNNING NRIIIEN PERNSSIDN FROM TBC CONTRACTOR SHALL CHECK AND MERRY All DI.ENSGNS ON SHE MR TO NIVROCroN THESE DRAW AM NOT BE SCALED. REVISIONS 40. DATE DESCRIPTION 3 3/8/13 HEIGHT COORDINATION 4 5/I/13 BLDG. DEPT. COMMENTS Benedict amp ARCHITECTURE • PLANNING 1525 MV 3RD STREET SUITE NO.I DEERHELDHEACH, FLORIDA 33442 (954) 570-9500 FAX (954) 570-9550 www.thebenedidUoup.com ULce No. AAC-001900 Ua W � a o F-� Z C) �� z L- z z F~�-1 U O V �w '1 I— J �J CD z CO Q F--1 1� ARCHITECTS SEAL 1.Y MAY 2 ZO13 SHEETTITLE ROOF FLOOR PLAN ALE DRAWING NUMBER TE 2-27.-2013 AWN & CHECKED A1.04 BUS / RST B NUMBER P-1.1.03 G TOP OF BEAM • TOWER ELEV. OF ROOF DECK LEVEL ELEV. •3T'-6' 150'•10' NGVD) TOP OF UPPER LEVEL ELEV. +26'-0' !39'-4' NGVO1 TOP OF MAIN LEVEL Y ELEV. 42'-0' (25'-4' NGVD) ------------------ 9 MIN. LOWEST HORIZONTAL MEMBER II NGVD Ib.4' NAVD TOP OF GARAGE LEVEL ELEV. +0'-O' (14'-b' NGVD) TOP OF BEAM O TOWER ELEV..44'-b' (5l'-10' NGVD) TOP OF ROOF DECK LEVEL ELEV. •3l'-6' (50'-IO' NGvD) TOP OF UPPER LEVEL ELEV. +26'-0' (39'-4' NGVD) 9 TOP OF MAIN LEVEL ELEV. +12'-0' (2v-4' NGVD) ----------------- 0 MIN. LOWEST HORIZONTAL MEMBER Il'-II' NGVD 16.4' NAVD TOP OF GARAGE LEVEL ELEV. +0'-0' (14'-b' NGVD) n� 10 . LIGHT TEXTURE ' STUCCO PRE -CAST BALUSTRADE �1LYURETHANE CONCr v'CPROWN TYPICAL. rG"Nol. A; mow — SUMMON 0 owl Liu POLYURETHANEJ CROWN TYPICAL. e PO RETHANE B CKET LED RAISED S BAND/SILLJTYPICAL i HIM RAI ED STUCCO B /SILL TYPICAL STU CODE AILINGEE ❑❑ E LIGHT TEX STUCCO PRE -CAST RO FINIAL 0 9�EBOARD PRE -CAST SCORED STUCCO BASE ;All BALUSTRADE ALUMINUM FRAMED WINDOW WEST ELEVATION 0 1 2 4 8 GRAPHIC SCALE IN FEET SOUTH ELEVATION 0 1 2 4 8 GRAPHIC SCALE IN FEET I TOP OF BEAM ELEV. •3T'-6' (50'-IO' NGVD) THE SENENICT GROUP (IBC) ARCHDECTUPE INN PLANING HEREBY RESERVES ITS COPYRIGHTS AND OTHER PROPERTY RIGHTS IN THESE PUNS, II AND DESIGNS, SAYE SHALL NOT BE REPRODUCED, CHANCES, OR COMM IN ANY FORM OR MITI ,ESOP SHALL THEY H ASSGNED TO ANY THIRD PAIY WITHOUT FIRST OBTWNING WRITTEN PERMISSION FROM TBG CONTRACTOR SHALL CHECK AND VERITY ALL DIMENSIONS ON SITE PRIOR TO CONBTBUCIIM THESE CRAVINGS MUST NOT H BOARD. REVISIONS NO. DATE DESCRIPTION ��u�Ra`'e. ict 0 0 ARCHITECTURE IN PLANNING 1525 NW 3RD STREET SUITE NO.1 DEERFIELD BEACH, FLORIDA 33442 (954) 570-9500 FAX (954) 570-9550 wim.lhebenediagcoup.mm License No. AAC-001900 '. u� f� Qo (� ® z W O� F- I U = W �( = oF- IL. � o w J ARCHITECTS SEAL APR 0 32013 SHEET TITLE BUILDING ELEVATIONS SCALE DRAWING NUMBER 3/16"=I'-O" DATE 2-21-2013 DRAWN & CHECKED A2.01 BIB / RST JOB NUMBER P-1103 CONCRETE ROOF TILES TOP BEAM • TOUER ELEv. sg4'•6' (5i'-10' NGVD) STUCCO TEXTURE - TOP OF ROOF DECK LEVEL ELI .39'-6' l60'-10' NGVD) TOP OF UPPER LEVEL ELEV. .26'-O' (3V-4' NGVD) I OIL I TOP OF MAIN LEVEL ELEV..I2'-0' (2V-4' NGVD) MIN. LOUEST HORIZONTAL MEMBER IT' -II' NGVD *A' NAVD TOP OF GARAGE LEVEL ELEV. 40'-0' (14'-&' NGVV) TOP OF BEAM • TON.ER ELEV. +44'-6' (5T'-10' NGVD) TOP OF ROOF DECK LEVEL ELEV..31'-6' (50'-10- NGVD) =V..26'-0' (35O-4' NGV% ) I TOP OF MAIN LEVEL ELEV—d2'-0'(25�-4—NGVD) - — — — PF (V < 9 MIN. LOWEST HORIZONTAL MEMBER IT-11' NGVD 16A' NAVD TOP OF GARAGE LEVEL ............. ELEV. E0'-0' (14'-6' NGVD) a W LIGHT TEXT STUCCO __j E:11:1 OF STAIR LANDING DECORATIVE MEDALLION POLYURETHANE CROWN TYPICAL. RAISED STUCCO BAND/SILL TYPICAL M m FINVF 1 MI ■III■��i ALUMINUM FRAMED WINDOW CONCRETE ROOF TILES POLYURETHANE CROWN TYPICAL. TOP OF BEAM ELEV..36'-10' DECORATIVE STUCCO DETAILING PRE -CAST ROUND FINIAL EAT PRE -CAST BALUSTRADE NORTH ELEVATION 0 1 2 4 8 GRAPHIC SCALE IN FEET EAST ELEVATION 0 1 2 4 8 GRAPHIC SCALE IN FEET WALL SECTION LEGEND Fil PARAPET WALL TAPERED RIGID FOAM & WATERPROOF MEMBRANE ❑3 CANT STRIP ❑¢ AUREA FLOORING SYSTEM PRE -CAST, PRE-ENGINEERED WALL SYSTEM ❑6 FURRED 5/8" GYP. BD. CLG. CBS CONSTRUCTION ❑8 SPRAY -ON OPEN CELL FOAM INSULATION (R-30) SOUND ISOLATION BATTS 10 CAST IN PLACE CONCRETE STRUCTURAL BEAM CAST IN PLACE CONCRETE STRUCTURAL COLUMN 11 OR CONCRETE PILE (BEYOND) ❑"BREAK -AWAY" FRANGABLE WALL (SHORE 12 PARALLEL ONLY) 13 "BREAK -AWAY" FRANGABLE CONCRETE SLAB ON GRADE 14 NOT USED 15 CAST IN PLACE CONCRETE AUGER PILES 16 ALUMINUM FRONT WINDOW SYSTEM 17 FOUNTAIN PUMP, MOUNT ABOVE FLOOD PLAIN WALL SECTION "slati 0� 1 2 4 8 THE UNEOGT GROUP QBG) ARCHDECiURE AND PANNING HEREBY RESERVES US CO%RIGHIS NIO OTHER PROPERTY RIGHTS IN THESE PLANS, II AND DESIGNS SAYE WALL NOT BE REPRODUCED, ENDED, CA COPHD IN 0 FORM OR MANNER NOR SHAEE THEY H A55CNED TO ANY 14RD PARTY WNHON fIAGT OBTAINING WRITTEN PERMISSION FROM IN CONTACTOR GHkL NECK AND VERITY ALL IHNENBIONS ON WE PRIOR TO CONSTRUCTION. NEU D0.4WTNCG MUST NIT BE SCALED. REVISIONS V0. I DATE DESCRIPTION u u 0` enedict ARCHTIECfURE • PLANNWG 1525 NW 3RD STREET SUM NO.1 DEERFIELD BEACH, FLORIDA 33442 (954) 370-9500 FAX (954) 570-9550 vvNv v,thebmedictgroup.ccm Uceuee No. AAC-001900 W u� oC z �- Wz z H O U =W EMS c J cc I�l Q I ARCHITECTS SEAL APR 0 32013 SHEET TITLE BUILDING ELEVATIONS 1 SCALE DRAWING NUMBER 3/16"=P-0' v Ii DATE 2-21-2013 DRAWN & CHECKED A2.02 BIB / RST JOB NUMBER P-1103 N TOP OF ROOF DECK LEVEL ELEv. +31'-6' (50'-10' NGVD) TOP OF UPPER LEVEL ELEV. +2&'-0' (35'-4' NGVD) TOP OF MAIN LEVEL ELEV. +12'-0' (25'-4' NGVD) e T FREEBOARD � MIN. LOUlES7 HORIZONTAL MEMBER IT' -II' NGVD t 1 16.4' NAVD I I TOP OF GARAGE LEVEL III III I-III=1 ELEv. 40'-0' (14'-(p' NGvD) I1=1I1=1I1=111=1I -7� 11-I I I=I I I=I I I=I I I II I --- _IL II-IIInIIn 1= =u POOL 1 I I � II I I I I IZEI I EZI I Ell I I I I I I I I=1 1111111 I I III I I I=1 I I=1 11=1 I I -III III -I I I� I I I I I I l l l i l l l l lil 1 1 11 I l I III I I l l-II 100 YEAR STORM DESIGN GRADE 2'-B' NGVD 1.2' NAVD J 0'-0' NGVD 2 x 4 LAT. BRACING a 5'-0" O.G. MAX. '—Illl�il llll 11 11-llr 1 I I 1 0 0 UUU — _ II 12 MITIGATION AREA 2 I 11 PRE-FA5 TRUSSES a 24" O.G. - SEE ROOF PLAN FOR LAYOU —CONCRETE ROOF TILE W/ INTEGRAL COLOR OVER MIN. W * FELTS HOT MOPPED OVER 30* FELTS TIN-TAGGE TO 5/S" EXTERIOR GRADE PLYWOOD - ILING SHALL BE 8d NAILS a Coll O.G. (EDGES) 4 6" C.C. (FIELD) ANCHOR STRAP AT EACH TRUSS - SEE FRAMIN PLANS CONT. GALV. MTL. DRIlD OVER P.T. IX2 OVER 2X8 R.S. CEDAR FASC A ( PAINTED ) TOP OF TIE 5EA SEE ELEVATIONS ONE LAYER 5/5" THK, GYPSUM BOARD CEILING ON I x 3 METAL VINYL CONTINUOUS VE T FURRING STRIPS a 1(o" O.G. MAX. 0 0 MIN. 5/5" LIGHT TEXTURED 6TACCO OVER 8" GONC. BLOCK WALL 5/8" GYF5L PM BOARD ON CONT, P.T. I x 2 FURRING 5TRIP5 .1 MAX" 24" O.C. W/ WALL SECTION AT TI CONT, MIN, R-4.1 FOIL INSULATION LED ROOF NATURAL GRADE III; BUILDING SECTION 0 1 2 4 8 GRAPHIC SCALE IN FEET WALL SECTION LEGEND PARAPET WALL TAPERED RIGID FOAM & WATERPROOF MEMBRANE ❑3 CANT STRIP ❑4 AUREA FLOORING SYSTEM PRE -CAST,. PRE-ENGINEERED WALL SYSTEM Fil FURRED 5/8" GYP. BD. CLG. 7❑ CBS CONSTRUCTION SPRAY -ON OPEN CELL FOAM INSULATION (R-30) SOUND ISOLATION BATTS 10 CAST IN PLACE CONCRETE STRUCTURAL BEAM CAST TN PLACE CONCRETE STRUCTURAL COLUMN Fill OR CONCRETE PILE (BEYOND) ❑"BREAK -AWAY" FRANGABLE WALL (314ORE 1 2 PARALLEL ONLY) 13 "BREAK -AWAY" FRANGABLE CONCRETE SLAB ON GRADE 14 NOT USED 15 CAST IN PLACE CONCRETE AUGER PILES 16 ALUMINUM FRONT WINDOW SYSTEM 177 FOUNTAIN PUMP, MOUNT ABOVE FLOOD PLAIN CONCRETE BEAM SEE FRAMING PLAN TAPERED FOAM LU/ EPDIM MEMBRANE ROOF 3" PRE -CAST CONCRETE SLAB OVER STEEL JOISTS SPRAY FOAM INSULATION, PROVIDE R-VALUE PER ENERGY CALCS. CONT. P.T. I x 3 FIRE5TOP CONT. 4" WOOD BASEBOARD 3" PRE -CAST CONCRETE SLAB OVER STEEL JOISTS ONE LAYER 5/5" THK. GYPSUM BOARD CEILING ON 1 x 3 METAL FURRING 5TRIP5 a I(o" O.G. MAX. CONT. P.T. I x 3 FIRE5TOP FRANGIBLE WALL, SEE STRUCTURAL DRAWINGS 5/8" GYPSUM BOARD ON CONT, F.T. I x 2 FURRING STRIPS a MAX. 24" O.G. W/ CONT, MIN. R-4.1 FOIL INSULATION CONT, WOOD BASEBOARD CONCRETE SLAB SEE FOUNDATION PLAN SLOPE 1/4" PER FOOT 77 1 O o I 0 0 0 0 L:Mlu 0 0 0 0 0 0 0 0 0 0 0 o m I I I II I II I II I I -r- POLYURETHANE CROWN CONCRETE BEAM SEE FRAMING PLAN MIN. 5/8" LIGHT TEXTURED STUCCO OVER 5" CONC, BLOCK WALL TOP OF CONCRETE SLAB SEE ELEVATIONS CONCRETE BEAM SEE FRAMING PLAN MIN. 5/5" LIGHT TEXTURED STUCCO OVER 8" CONC, BLOCK WALL RECESS SLAB 1-1/2" X 8" a SLAB PERIMETER TOP OF FINISHED FLOOR ELEV. + 0'-0' I.I III —III_ I I —FOUNDATION AND PILES PER STRUCTURAL DRAWINGS ENLARGED TYPICAL WALL SECTIt �OPV THE BENED0 GROUP (TED) ARCHOECTURE AND PLANNING HERESY RESERVES ITS COMM AND OTHER PROPERTY ADHIS IN THESE PLANS, IDFIS, AND DE5ICNS, SAME SHALL NOT BE REPRODUCED, CHANGED, OR COPIED N ANY FOR! OR WHIP , NOR SHALL THEY E[ 0ANED TO ANY iWRO PM WITHOUT FIRST OBTAINING WIN PERMISSIEN EAON TBD CONIRACIOR SWII CHECK AND VERITY ALL DIMENSIONS ON WE PRIOR TO CONSTRUCTION, WISE DRAWINGS WST NOT BE SCALED REVISIONS JO. DATE DESCRIPTION f upiedct O 0 ARCHITECTURE • PLANNING 1525 NW 3RD STREET SUITE N0.1 DEERFIELD BEACH, FLORIDA 33441 (954) 570-9500 FAX (954) 570-9550 iv v,thebm4clgroupxom License No. AAC-001900 F� c) O F_ Pei C) z z O U �w F O F_ Q P�1 j•__•j ARCHITECTS SEAL APR 0 32011 SHEET TITLE BUILDING SECTIONS 1/4"=I'-0" 2-21-2013 A2.03 & CHECKED BIB / RST IBER P-1103 I _ 1-5/,S" x 3- /8" 25 34. METAL STUBS a 45" O.G. r V N I-5/5" x I-5/5" 25� �25 GA. TOP METAL GA. METAL STUDS TRACK WITH METAL FASTENER e MAX. 24" a 24" O.G. O.G. METAL SCREW FASTENERS 5/5" GY.PSUM BOARD OVER 1-5/S" x 1-5/5" 25 GA. METAL STUDS a III O.G. R-le INSULATION AT GARAGE CEILING SOUND ATTENUATION BAIT INSULATION WIHERE S-OLUN ON PLANS S/5" Cz1'PSUM BOARD 25 GA. METAL ST DS 241' O.C. f iG " O.. FOR GARAGE 8 KIT(r,HIEN) CONTINUOUS OOD BASEBOARD - V RIFY INTERIOR DESI NER MUD-5ET FLOOR TILES \--25 GA. BOTTOM METAL TRACK WITH 0,145 DIA. P.A.F,s a MAX. 24' O.C. TYPICAL INTER IOR WALL_ DETAIL 9 N.T.S WOOD NAILER AROUND EA. DOOR ROUGH FRAME D5 TYPICAL DOOR JAMB DETAIL N.Ts GC TO PROVIDE WOOD BLOCKING ABOVE EA. DOOR 5/a11 GYP`SRD.-] FIN. CEILING S D TYPICAL DOOR HEAD DETAIL V N.T.S I J w-SHIM SPACE Q1-3 \ GC TO PROVIDE NN I ,I �� WOOD NAILER DOOR/ \ ROUGAROUHRAMDOOR f/4" L—y$" THINSET \--DUROGK MANUFACTURED RAILS y" TO 3✓HATES SPACED TO REJECT STONE WALL. POO LISH ALL 4" DIA. OBJECT EXPOSED EDGES MANUFACTURED HIANDRA I L Z TYPICAL DOOR JAMB DETAIL @ STONE, WALLS NOT USED 11 N.Ts � N,T.S Q X 5/5" THK. "DENSHIELD" BACKER BOARD \ SEAT SHOWER PAN MEMBRANE, ONE OR Y TWO PIECE BASED ON SEAT SHAPE FLOOR FINISH PER INTERIOR DIMENSION STONE SET ON WIRE z REINFORCED MORTAR BED DESIGNER COVER WATERPROOFING MEMBRANE 3/4" FIRE -RETARDANT FOOT m 4" DIA. MAXIMUM n SLOPE 1/4 PER: FOOT AT BATH AREAS) TREATED PLYUJOOD W/METAL 20 GA. TOP SCREW FASTENERS a 12' O.C. STAIRS = TRACK STAGGERED n n PROVIDE SOUND /5Y' THK. "DENSHIELD" ATTENUATION INSULATION ON BACKER BOARD n1 ALL FLOORS PER CONDO EE PL SHOWER PAN MEMBRANE ASSOCIATION REQUIREMENTS i0 DII'lEN51C N STONE SET ON WIRE Dl 20 GA. I-5/5" x 6'I METAL I&, O.G. - TYP. REINF ORCED MORTAR BED STUDS a MAX. 16" O.G. G RROSION-RESISTANT m STEEL DRYWALL Ge7UNCRETE SLAB R5 � RAISED FLOOR DETAIL to GUARDRAIL ND HANDRAAL ASSEMBLY 8 SHOWER SEAT DETAIL 1 2 N.T.S N.T.S N.T.S TEMPERED GLASS CHANNEL TILE OR STONE FLOORING MATERIAL THINSET 1 TYPICAL SHOWER GLASS PANEL @ FLOOR N.T.S AIL MOLDING 5/5" THK. "DENSHIELD" BOARD BLOCKING 45 REQ, 5/5" THK. "DENSHIELD" BOARD CEILING FLOATED FOR TEMPER"4%NCE TYPICAL SHOWER GLASS PANEL @ CEILING G N.T.S R=3/51I MGM Q � HANDRAIL DETAIL J N.T"s ",4NUF. N,4NDR4IL SCREWS e 'B" O.G. 3/1&" TIHICK IRON BAR CONTINUOUS I" IRON BALUSTER (LOCATE 4'-011 O.C. MAXIMUM �t CONCRETE STAIRS TYPICAL WOOD BASE DETAIL 7 THE BENEDICT GROUP ORD) ARCHITECTURE NL flANNRNG HEREBY RESERVES ITS COPYRIGHTS AND OTHER PROPERTY RIGHTS IN THESE PUMMEL IDEAS AND D{SNNS SAME SHALE NOT BE REPRODUCED, CHWR OR COPIED IN ANY FORM OR MANNER , HOF SHUT, THEY BE ASSIGNED TO ANY 1NND PARTY WOIMDT FRIG OBTAINING WRITTEN PCTN ISMN IRON TEO CDIHPACIOR Stall DICK AND VERIFY ALL DMENSIONS ON SHE PRIOR TO CONSTRUCTION. THESE DRAWINGS MUST NOT H SGlEO. REVISIONS 90. 1 DATE DESCRIPTION Rkl Elenedict O 0 ARCITTFECIURE • PLANNING 1525 NW 3RD STREET SUITE NO.1 DEERFIELD BEACH, FLORIDA 33442 (954)57o-9500 FAX(954) 570-9,950 n .thebenedictg=p,= License No.AAC-001900 ARCHITECTS SEAL mr SHEET TITLE BUILDING SECTIONS SCALE DRAWINGNUMBER DATE 2-21.-201.3 DRAWN & CHECKED A3.01 BIB / RST ' JOB -NUMBER P-1.103 i M 07P57 M W a411 PO-W RM N INM Kft Nil$ W R9N6 SK Wj NOr BE P@RDDIKF➢. OMM OR amm R Mtt IVa OR MR, NMWMYaSatomAWMamMW FFSr aera WO ffl S mm= OWN= m an Mo Up ILL mE m a SOE Plm N owKc .mm w4m um tm K sam REVISIONS NO. DATE DESCRIPTION 1 3/05113 BLDG DEPT COMM, Benedict 00 ARCHITECTURE • PLANNING 1525 NW 3RD STREET SUITE No. I DEERFIELD BEACH, FLORIDA 33442 (954)570-9500 FAX (954) 570-9550 www.thebenedictpjoop.com License NO.AAC-001900 Q Q Q ® } Z L.0 F- --j a SHEET TITLE PILING AND GRADE BEAM FOUNDATION PLAN SCALE AS NOTED DRAWING NUMBER SDRAWN 1 DATE 02/ 8 CHECKEDCKED F.A. JOB NUMBER #0872 i� 2 > lr' �PO '( GPC` s�5 5'(P GRADE BEAM SHALL BE 18" / UNDER THE POOL �\ FOUNDATION. i >A 30'-7" 4 S-42" 1 T-OS, 21-6" 7' 2'-B" T-03" T-4` ............... ...... ... ...... ...... ..... ..... ..... ..... ..... .... . I I I1 CF-1 45.16 "49.34 ` a , 2 1 J)C v I\_ I C3 �... \ ' C31 � REPRESENTS AUGER CAST PILE BELOW 2'$" ,\ NGVD, TYPICAL. +44.24 -55.02 SC3 t�, t , \ 1 � , l , 1 0 +42.02 46.20 sl � C3 e -64 59 59.43 59.40 r ' r C3 CIP SLAB SEEFOUNDATION PLAN FOR REINFORCEMENT. 'S @ 16" O.C. TRANSVERSE #4'S CONT. 1 6" STEP SECTION S2 SCALE: 1/2" = 1' PROVIDE 4" THICK I DOURED CONCRETE SLAB @ ELEVATION 14.5 .G.V.D. SLAB TO BE OVER 6 MIL VAPOR BARR ER LAPPED AND TAPED 6" MIN. OVER WELL COMPACTED (SEE SOILS REPORT) TERMITE FREATED SOIL. SAWCUT SLAB 2" D EEP FORMING SQUARE PANELS 6'x6' NOTE: ALL MASONRY WALLS AT BASEMENT LEVEL EXCEPT STAR CASE WALLS ARE FRANGIBLE "BREA AWAY" WALLS U.N.O. C3 CF-2 i A C3 ����'•°° �GENS�c'°•..;�� ° NO 72471 0°`° STATE OF •°•� 4/24/2013 A IN C3 4w " i C3ZN r / , FOOTING SCHEDULE r w O REINFORCEMENT DIAMETER AND COUNT = CODE '+� W W p J� SHORT WAY LONG WAY ADDITIONAL REQUIREMENTS �� CF-1 24' CONT. 12" 12' # 4's @16" o/c BOTTOM (3) # 5's BOTTOM - CF-2 42" CONT. 14' 12" # Ss @16" o/c BOTTOM (4) # 5's BOTTOM - P-1 30" 30" 14" 12" 3#5 BOTTOM 3#5BOTTOM u ". '' .s,. ............. .................. \. D x r R 7�. 4' 3,-0�� q' le Sk C3 A 8" CAST IN PLACE CONCRETE WALL REINFORCE W/#4's@ 8" O/C VERTICAL,EACH FACE #4's @12"O!C HONTAL, `4MIDDLE \` 9 10 �, L\ 13 17 `o u 14 15 C'M 9 a 8 ip. , 6 1 8" CMU WALL / SI W/ #9 LADDER TYPE REINF III— : COMPAC' EVERY OTHER COURSE aM h_.FILL, ¢ —, X a III—III=III=III= III— .OVERLAP gUA - 1=1 I 1 W.W.M. MIN 9 ¢ I=111-30"9PERI11 1=1 I -I I =1 I -I 1= m-II-III-III-I11= III (- FIN. GRADE ,III, (z)#5 1= _ I I I � I I I III -III - =1 I_III- 1 I IIIII IIII III II III I I coryr :III -I I_I III III -I III-111=1 2 8" CM - 30x12 FTG. S2 SCALE: 1 /2" = 1' � 4• 44 �Z'�,x� / ' FOUNDATION PLAN 11I_ 1 P 0' 2' 4' 8 4 TEMPERATURE REINFORCEMENT � MAIN TOP REINFORCEMENT a ai I I d I SLOPE BOTTOM REINFORCEMENT POURED CONCRETE TIE O O O O BEAM. SEE PLANS & SCHED. FOR DIM. & REINFORCING STEEL 3� TIE BEAM & SLAB CONNECTION S2 % SCALE: 3/4" = 1' / a � slr3 ti C3 is N C3 ice\ 4 f C3 yea 2 f 14 " EMBED PLATE BY P.C. MANUFACTURER PRE -CAST CONCRETE SLAB AND COMPOSITE STEEL JOIST a V8" 2" w LCOMPOSITE STEEL JOIST P. CLASSIC Structural Engineering Yt} FARID ABUGATTAS, P.E. STRUCTURAL ENGINEER 380 NW 67TH ST - UNIT 107 BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 WWW.PROJECTCLASSIC.COM FARID@PROJECTCLASSIC.COM FpjE COPY #5'S #5's (2) #5's ;n PRE -CAST CONCRETE SLAB Fo AND COMPOSITE STEEL JOIST m 2 ' () #5s z J a (4) #5's N I V-6" 5 CONCRETE BEAM B105 S2 SCALE: 3/4" = 1' —2X4 PT BLOCKING BETWEEN EACH TRUSS. ATTACH TO WALL WITH (2) 114" X 3 114" TAPCONS AT 16" O.C. /-8"CMU WALL PRE -CAST CONCRETE SLAB AND COMPOSITE STEEL JOI POURED CONCRETE TIE BEAM. SEE PLANS & SCHED. DIM. & REINFORCING STEEL 4 WALL CONNECTION S2 SCALE: 3/4" = 1' CONIC. BEAM - SIZE VARIES. .SEE SCHEDULE SIMPSON H2.5A CLIP FULLY NAIL TO EDGER & SIDE OF TRUSS —PRE-ENGINEERED TRUSSES @ 24" 010 nE qV.p (m) ffim K a "m HOW wmm IS OPi%iAS n am Pltl KM N(iA5 N IIF'E 6M6 4m a mm LIE 941E 0 m RHK M 61N9➢, OR OM N 0 MW OR KNO, 09W1 M mIS GM MY MPMff MW wwO N PpIl4'IOXmm WIIwo %U ma a vw Al 011EI m m WE Pam M CW51NIC1101. ➢ X WAM kW NX BE SLM REVISIONS NO. DATE DESCRIPTION 1 02/21/13 FRONT STAIRS 2 3105/13 ' REVISIONS 3 3/10/13 BLDG DEPT B enecid O 0 ARCHITECTURE • PLANNING 1525 NW 3RD STREET SUITE NO. I DEERFIELDBEACH, FLORIDA 33442 (954) 570-9300 FAX (954) 570-9550 www.thehenedidgrmp.com License No,AAC-001900 ' z � Q � CD UJ LL Q y� ii CD � _ LL3 U) I� SHEET TITLE FOUNDATION PLAN SCALE AS NOTED DRAWING NUMBER DATE 02/0 2 DRAWN 8 CHECKED F.A. JOB NUMBER #0872 IONCREASED BF AVAILABILITY OFAMATERIALS REQUIRES IT MAINTAIN AROUND STEEL COLUMN SCHEDULE -STEELT UOT3 DE ONS CN ANT)33CMAYNBE CODE SECTION CAP CAP ANCHORS BASE BASE ANCHORS REMARKS HSS 3.5x3.5x 1/4 (3) 5/8" Ox8" HEADED STUDS (4) 24 0x8" HEADED STUDS SC1 n IEE t" x 7" x 7" ALONG BEAM CENTERLINE J" x 10" x 10" 7" SQUARE LAYOUT, CENTERED. HSS 3.5x3.5x 1/2 (3) 5/8" Ox8" HEADED STUDS (4) 4"OX8" HEADED STUDS SC2 p E e" x 7" x 7" ALONG BEAM CENTERLINE 4" x 10" x 10" 7" SQUARE LAYOUT, CENTERED. HSS 6x6x 1/2 (3) 518" Ox8" HEADED STUDS (4) 4"Ox8" HEADED STUDS STAINLESS STEEL SC3 13 R 7g" x 7" x 10" ALONG BEAM CENTERLINE 1" x 10" x 10" 7" SQUARE LAYOUT, CENTERED. 2 e ��• C3 B102 TOP REBAR8.46 ' IS CONTINUOUS / CB OVER C3 A C8 / i OQ G�" J0� •��G'C �G\CNO�C,`�'0�5 t,OOO�Op.O 91 Vt•PJ�00P SC3 yySA� FF +25' "NGVD \ "u�'''� FARID ABUGATTAS, P.E. .... j STRUCTURAL ENGINEER �72471 ) 380 NW 67TH ST - UNIT 107 - BOCA RATON, FLORIDA 33487 �•'•, STATE OF •; ° �1 .CLASSIC PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 FtoR1oP.•° ���` Structural En ineerin P.E. LICENSE # 72471, CA#29407 4/24/2013 g g 11110" AR D@PROJECTC ASSIC.CCOM Wxl2.5"X13.5" POURED CONC. COL. CONCRETE & CMU COLUMN SCHEDULE c5 w!(6)#G'sVERT. w/ #3 TIES @ 8" O/C Wx8" REINFORCED MASONRY COL, NOTE: BOTTOM OF LOWEST HORIZONTAL Cl wl (1) # 5 REINF. BAR (30" LAPS) 8"x11"X12.5" POURED CONC. COL. MEMBER HAS BEEN LOCATED w/ (1) # 7 REINF. BAR (42" LAPS) 6 w! (6) #6's VERT. ABOVE 17'-11" NGVD 's�,, SEE FNDN & FRMNG PLAN FOR LOCATIONS w/ #3 TIES @ 8" O/C FILL w! GROUT - SEE STRUCTURAL NOTES. 8"xl2" REINFORCED MASONRY COL. 8"x6"X18" POURED GONG. COL. 2 w/ (2) #5 REINF. BAR SHEETS S3 AND S4. 7 w! (6) #6's VERT. w/ (2) #7 REINF. BAR, FOR BREAKAWAY w! #3 TIES @ 8" O/C O �Q RETAINING WALLS. SHEET S2. SEE PLAN FOR LOCATIONS & SPACING WM2.5"X13" POURED CONC. COL. r'r 3 FILL W/ GROUT - SEE STRUCTURAL NOTES. 8 w! (6) #6's VERT. >• w! #3 TIES @ 8" O/C 18"x18" POURED CONC. COL. 3 ® wl (8) #7's VERT. w .. ' A 8'x12"X12" POURED CONC. COL. �.. _' ♦ w/(2) SETS OF #3 TIES @ 12" O/C 9 y, w! (6) #6's VERT. C5 �`. w! #3 TIES @ 8" O/C 47.01 % ♦`♦� 8"x24" POURED GONG. COL. -60. 5 .� 4 w/ (6) #5's VERT. 8"x15"X13" POURED CONC. COL. ygf' C8 r• n, wl #3 TIES @ 8" O/C CIO w/ (6) #6's VERT. �,� +42.52 ♦ w/ #3 TIES @ 8" O/C 1 •` 0 49.01 5 99 e `♦`♦` c / oV B"xl9" POURED CONC. COL. �44?>`♦\ ,1 COP 11 w/ (6) #5's VERT. w/ #3 TIES @ 8" O/C C5 � -45.13 `♦ ^♦. / - / 47.81 8"xlO"X10' POURED CONC. COL. U ♦♦ r / \ \ 12 w/ (6) #6's VERT. (n > p ♦�` , �# y ^ ^ : ,� B103 TOP REBAR \ r w/ #3 TIES @ 8" O/C h0 _ p >¢ r0y .♦ , • ., y. IS CONTINUOUS \ b g ` /;r ��,. r' 0 OVER C3 w na. z 02 `�-<>,'i(J i 8'xl2" POURED CONC. COL. y ¢ LU z LU ♦♦♦ a C13 C16 ., 13 w/(4)#5's VERT. III w A C3 i, w/ #S TIES @ 8" O/C 3 , RF , I FF 25'-4"NGVD Z o o O i sTYyF'yOj y 8'x12.5"X9.5" POURED CONC. COL. w w U ; kOpO ^C N FRF f 7 14 wl (6) #5's VERT. ow�zN s / R c 0 / YST`M(rMq�,/�G FT�OpFN w! #3 TIES @ 8" O/C C4 Mo PA sA of h ory • ,°` FAT rqN OR C/r S eST y� i r' � � ;;}, 8"x11.5"X15" POURED CONC. COL. FF 25'-4" z O ¢ -' 13 ii i y�27�00 0k I - F< C3 a � ry 15 wl (6) #5's VERT. 6„ AS z U r 2 r.y ' 'yC R,y/ AR `'o/s ``i @ 500 PSI w = a g w f i '14 T OTS s w! #3TIES 8" O/C ~ i0 � > / i b F Orq�YO T 8'x12.5"X8.5" POURED CONC. COL. \ 2 0. 3 rn ,' FF +25'-4"NGVD i5 ,e+ 16 wl (6) #5's VERT. \\ S4 3 S4 i i �' i j `♦ ' w/ #3 TIES @ 8" O!C ,, % ; f^ C13 ♦�,`,; s !. C w 2� 17 12'x11"X25.5" POURED CONC. COL. / wl (6) #6's VERT. 6104 SC B1 B104 SC3 B104 i i " S S { r�3 `♦ .. 51' rr,,, s^ wl #3 TIES @ 8" O/C ------. .. ..... ........ ......... .. ... ......... ----- , /.. ♦ , 1\ ,'', ! ! - ♦` �, ® 8"xl7" POURED CONC. COL. \\ C18 w/ 4 #6's VERT. ,\ -........a .........�� �� ...�....,.. ..,�a .� ......� +► t.., i w/#3TIES@8"O/C \ © O #4's@,1 " /CTEMP>'� �. ♦� �`•' #4's@15 0/CTEMP .O O :�•;', ' : / C3 C7 \ ` ` / / , w Wx12.5"X8.5" POURED CONC. COL. \ \ O O - . itR4's @ 1 O/C TEI01(7 %�♦ CIO O O ,�; i SC 47.81 \ 19 w/ (6) #5's VERT. r' `♦ "• & iv 'I i o`ti `' ' r / / _ \ w/ #3 TIES @ 8" O/C C10 ,ii i--------. ----- � ...., /'i/ , ^ '�' i :' B103TOP REBAR 1 -- �`. ro `@ -' i ' •' / IS CONTINUOUS \ ,� .♦3 w w Wx10.5"X14" POURED CONIC, COL. \ \ .7 ,OVERC3 \ \ y ' ` ' i I C7 \ 20 w/ (6) #5's VERT, -46.28 8104 rr, p .�, ♦ �� , i ;% ,% ; ',,'� FF +25'-4"NGVD S37 ^oy �",m w/ #3 TIES @ 8" O/C ,,_/i 21 Alm w/(6)#5's VERDURED CONC, COL. \ . ,.. �., FF 25'_0.. ♦ i . / ' i , „ �9.3146 \ .. �,, C3 w/ #3 TIES @ 8" O/C ZP \ 6.. SLAB' _, i ♦ 5000 PSI �`♦ i LIP 2 ��. �.\ � f rgo <:Ji •♦, � ,, , ,. �, \ay \♦ �,' >..: \ �.' y, `.;; C13 i 45.16 C22 w/(4)#6'sOERT.CONC.COL. \ �' 2 e ♦ w/ #3 TIES @ 12" O/C .at \ �,� .' ?. • m, 1 N 18 _ �.. !i< ^,. , ♦era n "o >::: "'-w ,♦♦ M ' 12"xl2" POURED CONC. COL. C23 .. . tP i' ,,.. �s`. L 1 .. .. � •, i , `♦ GJ I 4 � , I, .., .. ♦� •`. � wl (4) #6's VERT. \ N� O �� ,�� <\ '' 17 "i� , `♦ / < , <J ^. `♦ O t s wl #3 TIES 12" O/C i' ,�i,. 'C• " ,. 2( , - ,. `. 7, ♦ " C9 ` . )`e \ C16 5, •' •t' !., .� b I fO 16 J ,�<,\ .„ • / % n ?y" •, Ali ♦♦ / r�'' 8"xl6" POURED GONG. COL. 2 t �. aLT,,., i s ,,1 7 ♦�, n I 2 <1.✓!'.. `♦ . a <.J R' C24 ( ) 46.94 C3 - DP 6 ',�� .. I JT 99 ?(e» •`♦ C3 �% ' '2 !%`l ♦♦ -' �� . wl#3TIES@8TO/C , 03 .I i 4 ..'i I �✓ `♦♦ / <) ti '...... •� .. n !n , y Ir � `, `, ° • i, `, < � � -- ?• �, `• / % ?• a '" s l '" w 12"x18" POURED CONC. COL. 0h . s shh., , B a I IF p ; ro Z. \ N h'n 2 •', `. Wl 8 #6's VERT. V' A C25 ( ) \\ � .' > �. `, to '. e� I 2 ��.'i� <° i j , 3,.g w/ #3 TIES @ 12' O/C y / 1 y <1 12"xl2" POURED CONC. COL. b. ,Li ♦\ ,'I '1 \, \ 19 \ e 9 c �,. ..� ." S2 2 2V^ • V ., :,Y" • F 1 ' ` .ii i.. S2 C26 w/ (4) #6's VERT. wl #3 TIES @ 12" O/C DN #4's @ 8" O/C VERTICAL EACH FACE; *GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH ARCHITECTURAL PLANS & NOTIFY ARCHITECT OF ANY DISCREPANCIES. COORDINATE * O 1 3. 1 1 1 ,` \\ 12 #4's @ 12" O/C HORIZONTAL MIDDLE: _ _ _ III .� BEAM SCHEDULE MASONRY OPENINGS WITH WINDOW MNFR & N.O.A. 5 11 a 4" THICK CONC. SLAB W/ (1) LAYER OF WIDTH s `U • - ` �''r c 1 0. 3 "" '`" / " ' *FOR ARCHED BEAMS ADD (2) # 5'S DIAGONAL EACH END OF THE BEAM. ADD (1) EXTRA #5 DIAGONAL EACH SIDE FOR EVERY 4" EXTRAWIDTH. O. �+y / N• 10 ,^. "�� W1.4 X W1.4 6/6 W.W.M. (TO BE LOCATED O ��, / �, ;,'". 3 1 B 9 / - �; ` ELEVATION *SCHEDULED BEAM DEPTHS ARE MINIMUM REQUIRED, NOTIFY THIS OFFICE IF ACTUAL BEAM EXCEEDS SCHEDULED DEPTH BY 6" OR MORE. LOADING THIS LEVEL �� ` a; } FROM THE TOP OF THE SLAB & SHALL BE 'TYPICAL TIE BEAM OVER WALLS TO BE 8"x12" wl (2) #5's TOP AND BOTTOM. (4) #3 TIES @ EACH SIDE OF EVERY BEND, CORNER AND TRANSITION. TIE BALANCE 7 / p1 SUPPORTED BY APPROVED MATERIALS OR @48" O/C. TIE BEAM DROPS DOWN TO TOP OF OPENING -SEE FRAMING PLANS. 2 + SUPPORTS NOT TO EXCEED 3'-0" O/C EACH WAY) w TOP REINF. INTERIOR FLOORS (127 PSF) g'l y / P1 ON 6 MIL VAPOR BARRIER OVER TERMITE ° MID REINF. "FOR 12" AND 16" WIDE TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) # 5 o ' . 2 TREATED WELL COMPACTED FILL BOT REINF. *"PCL" NOTE IN PLANS REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA # 06-0222.01 DEAD (72 PSF) FLOOR SYSTEM SELF WEIGHT= 40 PSF IJ ��' , �\•.,,.` *TIES AT "E.E." REFERS TO EACH SIDE OF EVERY INTERMEDIATE SUPPORTING COLUMN. FLOOR FINISHES = 26 PSF $2 F'c=2,500 PSI *BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN INSTALLED. DUCTWORK = 4 PSF •• ���'^ 6h0�:'' ��\ c CEILINGS "= 2 PSF '�. - :• LIVE (55 PSF) OCCUPANCY LIVE - 40 PSF \ PARTITIONS:ASCE7-10: 4.3.2 = 15 PSF 2� A 6" THICK INTERIOR FLOORS (154 PSF) C3 �O�O LOB* DEAD (114 PSF) SLAB SELF WEIGHT= 75 PSF N FLOOR FINISHES = 33 PSF 5$ DUCTWORK = 4 PSF CEILINGS = 2 PSF ____-8"CMU WALL CONCRETE LIVE (40 PSF) OCCUPANCY LIVE = 40 PSF PRECASTTFLOOR SYSTEM SLAB BALCONY WITH AREA 100SQFT OR. MORE (214 PSF) " i. DEAD 1114 PSF) FLOOR SYSTEM SELF WEIGHT= 75 PSF #5's @ 16" O/C HOOKS ���lllttt FLOOR FINISHES = 33 PSF DUCTWORK = 4 PSF CEILINGS = 2 PSF LIVE (100 PSF) OCCUPANCY LIVE = 100 PSF ROOF (65 PSF) DEAD (35 PSF) PLYWOOD = 2 PSF POURED CONCRETE TIE ROOF FINISHES = 19 PSF BEAM. SEE PLANS & SCHED. TRUSSES = 7 PSF ' FOR DIM. & REINFORCING STEEL INSULATION = 1 PSF DUCTWORK = 4 PSF CEILINGS = 2 PSF 6" NO MECHANICAL ANCHORAGE. MORTAR CONNECTION ONLY. LIVE (30 PSF) CONSTRUCTION = 30 PSF _�12"CMU WALL PANEL POINTS 200 LEIS LIVE /� LOAD DISTRIBUTION TO CHORDS: SLAB EDGE TO DEAD (35PSF) TOP CHORD = 28 PSF 1 WALL CONNECTION BOTTOM CHORD = 7 PSF LIVE (30 PSF) TOP CHORD = 30 PSF S 3 SCALE: 3/4" = 1' BOTTOM CHORD = PANEL POINT LOAD FIRST FLOOR FRAMING PLAN �1I=110.2' 4 3 S3 30'_7„ R<F.:, r i Y i . .l i . i a e #4's,��@ 12" 0/ TEMP m . "'BOA, ONO 4. 12 <i, � CJv� `♦ U 770 rr" C$. O y 4 � 81 C22 &17 `♦♦, y Z' Ad 1 2 i /, , a SECTION REINFORCEMENT TIES cT CODE WIDTH DEPTH ELEVATION TOP MID BOTTOM SIZE END SPACING BALANCE REMARKS ti'E Q PCL 8 8 _ - 1 # 5 PRE -CAST LINTEL: SOLID GROUT CMU OVER LINTEI B101 18 27 +26-l" NGVD 4 # 8 2 LAYERS OF 2 # 5 4 # 8 3 6 #3 TIES 14" O/C E.E 24 SEE DETAIL B102 18 30 +25'-l" NGVD 4 # 6 2 # 5 4 # 5 3 24 _ EMBED PLATE B103 18 24 +25'-1" NGVD 4 # 8 2 # 5 4 # 8 3 4 #3 TIES @ 10" O/C E.E 24 BY P.C. MANUFACTURER FULLY GROUT B104 18 24 +25'-l" NGVD 3 # 5 2 # 5 3 # 5 3 24 TEMPERATURE REINFORCEMENT B105 8 43 +25'-l" NGVD 4 # 5 2 LAYERS OF 2 # 5 2 LAYERS 2 # 7 3 12 SEE DETAIL 5/S2 FOR REINFORCEMENT LAYOUT B106 18 30 +24'-10" NGVD 4 # 5 2 LAYERS OF 2 # 5 6 # 5 3 (8 #3 TIES 10" O/C E.E 24 PRE -CAST CONCRETE SLAB B107 18 32 +25'-0" NGVD 4 # 5 2 LAYERS OF 2 # 5 4 # 5 3 24 PRECAST FLOOR SYSTEM` B108 18 1 28 +26'-4"NGVD 1 4# 5 2# 5 4# 5 1 3 24 8"CMU WALL MAIN TOP REINFORCEMENT PRE -CAST CONCRE FIE SLAB S PE PER ARCH PRE CAST CONCRETE SLAB PRECAST FLOORS STEM g PRECAST FLOOR SYSTEM TEMPERATURE REINFORCEMENT FULLY GROUT JOIST ATTACHMENT TO STRUCTURE a IIX182- EMBED PLATE MAIN TOP REINFORCEMENT PRE -CAST CONCRETE SLAB PER MNFR APPROVED SHOP DWGS EWA BY P.C. MANUFACTURER PRECAST FLOOR SYSTEM U :. 1,- D U Z a Z G w 2" 1/8" LLJ N a a LL BOTTOM REINFORCEMENT W N u POURED ONCRETE TIE POURED CONCRETE TIE BOTTOM BEAM. SEE PLANS & SCHED. REINFORCEMENT d BEAM. BE FOR DIM. E PLANS & SCHED. & REINFORCING STEEL POURED CONCRETE TIE FOR DIM. & REINFORCING STEEL U ill POURED CONCRETE TIE BEAM. SEE PLANS & SCHED. JOIST TO ALL FOR BEAM. SEE PLANS & SCHED. DIM. &REINFORCING STEEL FOR DIM. & REINFORCING STEEL 2 CONNECTION 3 STEEL JOIST & CONC SLAB CONN. S3SCALE: 3/411= 1'SCALE: e4SLAB CNNECTION 314" = 1' TEEL JOIST &TIE ViCALE: 3/4" = 1' BEAM CONK S3 SCALE: 3/4"=1' x MW WF 0% MI NFLNE MN RMNIIC HDIM RMM IS /rmn MN m NNRN1 RIMS N NIN RN4 MIA K OWE 511E 91NL INf tE NPNMX.m. (fWIIEO, dl mIEA M NV NNI N swm. INN 9"L W GE OM m N! 1HN MU Nm" w wm" NNRII RNI69J1 NNI m W1 KU 9"L Om MN MY ML Wmw N NE NIN m ms wm NEY "m INS Nx N $am. REVISIONS NO. DATE I DESCRIPTION 1 021211131 FRONT STAIRS 2 3/05/13 REVISIONS Benedict W0 ARCHITECTURE • PLANNING 1525 NW 3RD STREET SUITE NO.1 DEERFIELD BEACH, FLORIDA 33442 (954) 570-9500 FAX (954) 570-9550 wsvw.thebenedicWmp.mm License No.AAC-00I900 CD Q %E O cn Li - CID LU CD i i SHEET TITLE FIRST FLOOR FRAMING PLAN SCALE AS NOTED DRAWING NUMBER DATE 02/04/13 S 3 DRAWN &CHECKED P.A. JOB NUMBER #0872