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F th W''1Ca't4. tM YIlt.4 1Ii5.1 L v.�' w A Nl' -. xs --..+< t l l.x^.¢L'� . i.',C'" A r es_ R ±•f •y r '" .r(, BUILDING DEPARTMENT DATA APPLICABLE CODES: 2001 FLORIDA BUILDING CODE MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NORTHEAST SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2207 305.795.2207 WWW.MIAMISHORESVILLAGE.COM SCOPE OF WORK ENCLOSURE OF EXISTING CARPORT AND SINGLE CAR GARAGE TO BE CONVERTED TO A MASTER SUITE CONSISTING OF SITTING AREA, BEDROOM AND MASTER BATHROOM. NEW A/C AT AREA OF WORK / CONSTRUCTION. NEW WATER HEATER AT NEW LOCATION. NEW ELECTRICAL AT AREA OF WORK / CONSTRUCTION. BUILDING DATA A. CONSTRUCTION TYPE: B. OCCUPANCY CLASS: C. GROSS SITE AREA IN SQ. FT: D. EXISTING BUILDING SQ.FT: EXISTING SQ.FT GROUND LEVEL: EXISTING GARAGE SQ. FT. E. PROPOSED BUILDING SQ.FT: PROPOSED SQ.FT GROUND LEVEL: F. TOTAL BUILDING SQ.FT: TOTAL SQ.FT GROUND LEVEL: SHEET INDEX SHEET NO. SHEET TITLE A - 0 COVER SHEET ARCHITECTURAL A -1 SITE PLAN A -2 DEMOLITION PLAN A -2.1 FOUNDATION PLAN A -3 FLOOR PLAN A -4 REFLECTED CEILING PLAN A -5 EXTERIOR ELEVATIONS A -6 BATHROOM DETAILS A -7 SECTIONS AND DETAILS A -8 SCHEDULES AND NOTES ARCHITECTURAL SYMBOLS 101 FURNITURE TAG B ELEVATION TAG 02 EQUIPMENT TAG ELEVATION TAG • • TYPE IV R 8,910 SQ. FT. 1,585 SQ. FT. 300 SQ. FT. 495 SQ. FT. 2,080 SQ. FT. FINISH TAG SECTION MARK MECHANICAL M -1 MECHANICAL PLAN M -2 MECHANICAL DETAILS ELECTRICAL E - 1 ELECTRICAL PLAN, NOTES AND DETAILS PLUMBING P -1 SANITARY PLAN P -2 WATER DISTRIBUTION PLAN P -3 PLUMBING NOTES AND DETAILS ROOM 100 ROOM TAG XX DOOR TAG DATUM DETAIL TAG (04) WINDOW TAG ret ail Sh eet 5 WALL TAG Perez / Olivi - ri Residence 1167 NE 99th Street Miami Shores, FL 33138 Folio Number: 11- 3205 - 018 -0080 � M. SIMON & ASSOCIATES P.A. OWNER: JOEL PEREZ 1167 NE 99TH STREET 305.758.1384 MIAMI SHORES, FL 33138 ARCHITECTS * PLANNIERS * INTERIOR DESIGNERS 3331 N.E. 32nd STREET, FORT LAUDERDALE, FLORIDA 33308 AA- C000582 TELEPHONE :(954) 566 -3100 FAX: (954) 566 -1298 CONTACT INFORMATION ENGINEER: BOBS LOUCKS LOUCKS ENGINEERING 3970 N. ANDREW AVE. FT. LAUDERDALE, FLORIDA 33309 954.564.5100 LOCATION MAP 11 SEPTIC CONSULTANT: TERESA SOLOMON MANAGER STATEWIDE SEPTIC CONNECTIONS INC. DAD E: 305.661.6633 GENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW FLA BUILDING CODE 2001, APPLICABLE EDITION, AS ADOPTED BY THE GOVERNING AUTHORITIES, AND ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR SHALL COORDINATE ALL THE WORK OF ALL THE TRADES. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING ANY WORK AND NOTIFY THE ARCHITECT WRITING IMMEDIATELY OF ANY ERRORS OR OMISSIONS OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE ERRORS AND OMISSIONS. DO NOT SCALE THE DRAWINGS. 4. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW, UNLESS OTHERWISE NOTED. 5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 CHAPTER 13. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN THEIR ENTIRETIES AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THESE CODES WHICH MAY NOT BE SPECIFICALLY ADDRESSED IN THE PLANS AND NOTES. 6. THE CONTRACTOR WILL NOT SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS WITHOUT PRIOR NOTICE. ITEMS WHICH, WHEN SUBSTITUTED, REQUIRE APPROVAL OF THE BUILDING OFFICIAL WILL BE SUBMITTED TO THE BUILDING OFFICIAL, THE OWNER, AND THE ARCHITECT. 7. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING, STRUCTURAL, AND NON- STRUCTURAL MEMBERS DURING CONSTRUCTION. - _ " 8. rHE CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS TO THE CONTRACTOR AND THE ARCHITECT. 9. THE DOOR AND WINDOW SUPPLIERS SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE CONTRACTOR AND THE ARCHITECT. 10. ALL DOORS AND WINDOWS SHALL BE CAULKED AND WEATHERSTRIPPED, WINDOW UNITS SHALL DISPLAY LAPELS SHOWING COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 13. 11. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS UNTIL HIS REVIEW AND APPROVAL OF THE TRUSS SHOP DRAWINGS AND THE ENGINEERING CALCULATIONS. 12. ALL FRAME WALLS AND LOAD - BEARING PARTITIONS SHALL BE CONSTRUCTED WITH ANCHORS, TOP AND BOTTOM OF EACH STUD, PER CODE. 13. CONCRETE SHALL CONFORM TO APPLICABLE A.S.T.M. REQUIREMENTS AND SHALL HAVE 3000 P.S.I COMPRESSIVE STRENGTH IN 28 DAYS, UNLESS OTHERWISE NOTED. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST A.C.I. REQUIREMENTS, ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH THE LATEST A.C.I. REQUIREMENTS A.C.I. 530 14. THE MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER: 3/4" BEAMS AND COLUMNS: 1 1/2" FORMED CONCRETE BELOW GRADE: 2" UNIFORMED CONCRETE BELOW GRADE: 3" 15. REINFORCING STEEL SHALL BE GRADE 50 (FY= 60,000) IN CONFORMANCE WITH THE LATEST A.S.T,M. REQUIREMENTS 16. REINFORCING PLACING DRAWINGS AND BAR LISTS SHALL THE A.C.I.'S 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE (C.R.S.I.) UNLESS OTHERWISE NOTED. 17. THE DETAILS OF THE CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE C.R.S.I. UNLESS OTHERWISE NOTED. 18. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. 19. THE CONCRETE BEAM SIZES MAY BE INCREASED (8" MAXIMUM) AS REQUIRED FOR ARCHITECTURAL DETAILS OR 110 FIT MASONRY COURSING. DROP BOTTOM OF THE BEAM AS REQUIRED AT DOOR AND WINDOW OPENINGS (28" MAXIMUM) AND ADD 2 #5 BOTTOM BARS IF THE DROP EXCEEDS 8 ". 20. DOWEL THE COLUMN AND WALL REINFORCING TO THE FOOTING WITH THE SAME SIZE AND NUMBER OF DOWELS AS 1F:E VERTICAL REINFORCING ABOVE. 21. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL. 22. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER FOUR (4) FEET HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND BEFORE GROUTING. 23. REINFORCING STEEL SHALL BE LAPPED 30 INCHES MINIMUM WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZONTAL BEAM REINFORCING AT EACH FACE OF THE BEAM, LAPPED 30 INCHES MINIMUM. 24. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (A.I.T.C.). 25. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, OR STEEL SHALL BE PRESSURE TREATED UNLESS THEY ARE NATURALLY DURABLE WOOD SPECIES PER THE BUILDING CODE. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITIOUS MATERIALS AND THE WOOD PER CODE. 26. ALL HEADERS OVER DOORS AND WINDOWS OR OVER OTHER OPENINGS SHALL BE TWO (2) OR THREE (3) 2 X 8'S FOR WOOD FRAME WALL CONSTRUCTION, DEPENDING ON WALL THICKNESS. 27. DIMENSIONS LUMBER FOR BEAMS, HEADERS, AND COLUMNS SHALL BE SOUTHERN PINE NO.2 OR SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 P.S.I IN BENDING FOR SINGLE - MEMBER USES, 90 P.S.I. IN HORIZONTAL SHEA AND SHALL HAVE A MODULES OF ELASTICITY OF 1600 K.S.I. OR BETTER, AS DETERMINED BY AN APPROVED LUMBE GRADING AGENCY. 28. SEE FOUNDATION NOTES AND FRAMING NOTES AND OTHER APPLICABLE NOTES ON THESE DRAWINGS FOR MOR INFORMATION ON THESE ITEMS. r !/. a 4- CO' !r9a;Cs v 4.4 .,'sr.:,;.. - m an.. a• ••• C. A; 4 L. A) ! ✓ /t'/ T (.'t'J x'11 SK ///y/CNoid, a r/. nerd me 24i= T1 w a +.� {wv..w.w�w.•[Y .• ..rM�4M `+TY�wr svnTnw.y,• -w.,.a f • • ._._.. G1T CS` V 4 N"y .�. 4 •0 L OT /'7 / i-o cK :/ 7 8 R G V I S A* "4 / /1 / /. S /f o e S F � 4 K [ 47 H' . C UU R' . is r 11 I . ►: ' a M1AMi, -1.0100A C, ? +(0. OY ' nit; J , . L 1°. /"L 5 'F /51 1 Oil 1. AiA'ViNcl 3 T}?£ 9i?4i :ifY OF THE (XITIRACtOR3 !iMJ3?1 NEF:fF/ ALL t)i'.•s_N• .1.itu14i (E . AN') VCi3'F Ili ivEti, ; ;Vv£t) . to '.40NS At fair a l.:10 5E.t"<.1 -ze PRO.:.ESf- . ) 4 .V ? -$ ( GN OF I'NE '%Y!:.Rs. 'N' wIfii fr-.'E '.ti'+iI:.<. • ='- LOT 18 BLOCK 178 EDGE OF ASPHALT END OF C.L.F. 4' C.L.F. EAST OF 0.2' T 35' �3€feTtC SETBACK r-211 ^ _ w 5' SEPTIC SETBACK 9'T' 9 1 7 11 a g' 7 " —t ASPHALT —\ 5' NEW 429 SQ. FT. RESERVE DRAINFIELD. 43' -3" (TO BE WITHIN DOTTED AREA) 5 ' SEPTIC SETBACK 12.5' 11. 9' COVERED CARPORT CONCRETE DRIVEWAY O N N89° 30 E 75.00' STEPS 31' -10" 4' C.L.F. 0) 9.3' N 27.2' COVERED AREA ONE STORY C.B.S. DWELLING LOT 19 BLOCK 178 14.2' COVERED ENTRY HEDGE MODIFIED 429 SQ. FT. RESERVE DRAINFIELD. 900 GALLON EXISTING SEPTIC TANK 27' -10" N.E. 99TH STREET 70' TOTAL RIGHT -OF -WAY 22' ASPHALT ROADWAY NC PAD N89° 30'00 "E 75.00' 15.7' 20.0' ('S "' it(3 V4.NX _ URAINFEIX U _ PLANTER WALL INSTALL UNDER B0 INVERT BOTTOM OF DRAIN PERIM:IE:R I AT LEAST 2.0 FEET PROPOSED ABS OR 28' 1 10' w 0 w 35' A-1 SCALE: 1 • = 10' -0• 15' WIDE ALLEY APPROVED, - t- Ye -Irsit no. /0( Date: 0 t' "1 141iarii -Dade Comity Health Dc-p stramt SLIGH7IILY L:\IITED SOIL ;TOM OF DRALIIELp, t ,'G� L EVAIIQN LE') ` :aTAI 1A'IION ', 00 ,..AV A 10 Ai EA SHALL BF, aYER '>ND LONGER THAN THE BED OR DRALN TRENC1 tICO _. -Gib WIN) 21 NI, PT rvim 4 C.L.F. WEST CV T oi LIGHT POLE EDGE OF ASPHALT LOT 20 BLOCK 178 NOTE: EXISTING SEPTIC TANK AND MODIFIED DRAIN FIELD DRAWN ON THIS PLAN. EXISTING SITE PLAN LOT 18 BLOCK 178 EDGE OF ASPHALT END OF C.L.F. 4' C.L.F. EAST OF 0.2' 35' i 11 w 0 w x EXIST. 9 - 7 " ASPHALT ©M. Simon & Associates, 2004 THIS DOCUMENT IS THE PROPERTY OF M. SIMON & ASSOCIATES AND SHALL NOT FIE REPR(9UCED WITHOUT THE WiITTERCOCSENT OF M. SIMON &, .S OCIAT =S. PPO)FC r 0 co 0 ✓ 0 • a E0 Z o o ff O LL- w 0 0) so 1 7) C) a cg W `'J L... _I l VJ ' � 4 0) 0 W N Z 0) h. r E w T a T REVISIONS: DATE: 12.12. SITE PLAN DRAWING BY: JIB SHEET A -1 33 -6" LINE OF ADDITION AREA • F WORK CONCRETE DRIVEWAY 43 -3" EXIST. N89° 30'00 "E 75.00' 4' C.L.F. 31' -10" EXIST COVERED AREA LOT 19 BLOCK 178 ONE STORY C.B.S. DWELLING COVERED ENTRY HEDGE 27' -10" N89° 30'00 "E 75.00' N.E. 99TH STREET 70' TOTAL RIGHT -OF -WAY 22' ASPHALT ROADWAY NC PAD w 0 w PLANTER WALL A -1 28 -0" 35' EDGE OF ASPHALT SCALE: 1 • = 10-0" LIGHT POLE 15' WIDE ALLEY 4' C.L.F. WEST 0.5' LOT 20 BLOCK 178 NEW SITE PLAN • • V! 0 (r) SITE ANALYSIS SITE ADDRESS 1167 NE 99TH STREET MIAMI SHORES, FL 33138 LEGAL DESCRIPTION LOT 19, BLOCK 178, "MIAMI SHORES VILLAGE SECTION 8 ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 69 OF THE PUBLIC RECORDS OF MIAMI - DADE COUNTY, FLORIDA. SIZE OF PARCEL 0.20 ACRES = 8,910 S.F. BUILDING SQ. FOOTAGE 2,080 S.F. HEIGHT OF BUILDING TOP OF STRUCTURE: 16-0" (EXISTING) GROUND COVERAGE 2,080 S.F. = 23.3% SITE COVERAGE EXISTING PROPOSED LAND USE SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE ZONING R R REQUIRED / EXISTING PROPOSED FRONT YARD SET BACK 28' - 0" 28' - 0" WEST SIDE YARD SETBACKS 9' 9 - 7" EAST SIDE YARD SETBACKS 10' - 0" 10' - 0" REAR YARD SETBACK 43 - 4" 43' - 4 LOT 18 BLOCK 178 EDGE OF ASPHALT END OF C.L.F. 4' C.L.F. EAST OF 0.2' T 35' �3€feTtC SETBACK r-211 ^ _ w 5' SEPTIC SETBACK 9'T' 9 1 7 11 a g' 7 " —t ASPHALT —\ 5' NEW 429 SQ. FT. RESERVE DRAINFIELD. 43' -3" (TO BE WITHIN DOTTED AREA) 5 ' SEPTIC SETBACK 12.5' 11. 9' COVERED CARPORT CONCRETE DRIVEWAY O N N89° 30 E 75.00' STEPS 31' -10" 4' C.L.F. 0) 9.3' N 27.2' COVERED AREA ONE STORY C.B.S. DWELLING LOT 19 BLOCK 178 14.2' COVERED ENTRY HEDGE MODIFIED 429 SQ. FT. RESERVE DRAINFIELD. 900 GALLON EXISTING SEPTIC TANK 27' -10" N.E. 99TH STREET 70' TOTAL RIGHT -OF -WAY 22' ASPHALT ROADWAY NC PAD N89° 30'00 "E 75.00' 15.7' 20.0' ('S "' it(3 V4.NX _ URAINFEIX U _ PLANTER WALL INSTALL UNDER B0 INVERT BOTTOM OF DRAIN PERIM:IE:R I AT LEAST 2.0 FEET PROPOSED ABS OR 28' 1 10' w 0 w 35' A-1 SCALE: 1 • = 10' -0• 15' WIDE ALLEY APPROVED, - t- Ye -Irsit no. /0( Date: 0 t' "1 141iarii -Dade Comity Health Dc-p stramt SLIGH7IILY L:\IITED SOIL ;TOM OF DRALIIELp, t ,'G� L EVAIIQN LE') ` :aTAI 1A'IION ', 00 ,..AV A 10 Ai EA SHALL BF, aYER '>ND LONGER THAN THE BED OR DRALN TRENC1 tICO _. -Gib WIN) 21 NI, PT rvim 4 C.L.F. WEST CV T oi LIGHT POLE EDGE OF ASPHALT LOT 20 BLOCK 178 NOTE: EXISTING SEPTIC TANK AND MODIFIED DRAIN FIELD DRAWN ON THIS PLAN. EXISTING SITE PLAN LOT 18 BLOCK 178 EDGE OF ASPHALT END OF C.L.F. 4' C.L.F. EAST OF 0.2' 35' i 11 w 0 w x EXIST. 9 - 7 " ASPHALT ©M. Simon & Associates, 2004 THIS DOCUMENT IS THE PROPERTY OF M. SIMON & ASSOCIATES AND SHALL NOT FIE REPR(9UCED WITHOUT THE WiITTERCOCSENT OF M. SIMON &, .S OCIAT =S. PPO)FC r 0 co 0 ✓ 0 • a E0 Z o o ff O LL- w 0 0) so 1 7) C) a cg W `'J L... _I l VJ ' � 4 0) 0 W N Z 0) h. r E w T a T REVISIONS: DATE: 12.12. SITE PLAN DRAWING BY: JIB SHEET A -1 33 -6" LINE OF ADDITION AREA • F WORK CONCRETE DRIVEWAY 43 -3" EXIST. N89° 30'00 "E 75.00' 4' C.L.F. 31' -10" EXIST COVERED AREA LOT 19 BLOCK 178 ONE STORY C.B.S. DWELLING COVERED ENTRY HEDGE 27' -10" N89° 30'00 "E 75.00' N.E. 99TH STREET 70' TOTAL RIGHT -OF -WAY 22' ASPHALT ROADWAY NC PAD w 0 w PLANTER WALL A -1 28 -0" 35' EDGE OF ASPHALT SCALE: 1 • = 10-0" LIGHT POLE 15' WIDE ALLEY 4' C.L.F. WEST 0.5' LOT 20 BLOCK 178 NEW SITE PLAN • • V! 0 (r) 1 co a. cd * o �� S ' k ... ) Architects * Planners * Interior Designers Fort Lauderdale, Florida AA- C000582 (954) 566 -3100 Fax (954) 566 -1298 12' k (1) 1— i F10" i 1 I F10" 1 1 8" -4" r-10" 3 I_- / s - 8" 2' 2" . cj U 0 06 c TO AREA TO BE DEMO. HEIGHT OF NEW SLAB. (FUTURE USE: DOOR TO EXTERIOR) EXISTING WATER METER TO EXISTING VENT TO BE 1 REMOVED. GC TO REPAIR WALL TO MATCH EXISTING CONDITIONS. COORD. W/ NEW WINDOW OPENING(S). REMAIN — .�❖O �❖. ❖. ❖.❖.• I / P 24-T EXIST. _ .❖M ._. WH : E XISTING WATER HEATER TO / ` BE REMOVED. REFER TO DWG 1 /A -3 FOR NEW L OCATION EXISTING DOOR AND FRAME BEDROOM 1 �' • (1) ■ TO BE REMOVED. GC TO REPAIR WALL TO MATCH EXISTING CONDITIONS. \ \ ■ 1 CAR GARAGE SCREENED PATIO 9 ___I 1 _ —4 1 1 b i I_ G a_ \ / DINNING ROOM _ © M. Simon & Associates, 2004 THIS DOCUMENT 19 THE PROPERTY OF M. SIMON & ASSOCIATES AND SHALL NOT BF REPRODUCED WITHO UT THE WRIT�VTEN �ON OF M. SIMON d ASSOCIATE9. \ / DEMOLITION LEGEND EXISTING GARAGE DOOR, \ / BATHROOM 1 PROTECT 0 _a N O la E E O Z ' I in E o cN0 L N , O .- 0) 0 CD ....... WALL TO BE R EMOVED 44' TRACK AND HEADER TO BE - 1' "- 1' "� KITCHEN REMOVED. S 8' 1" -6 „•;• 4 � ;•;•;•;•;� �h�A \ •�' ~ 1 \ EXISTING DOOR AND FRAME WALL TO BE FILLED N \ TO BE REMOVED. GC TO REPAIR WALL TO MATCH EXISTING CONDITIONS. — BATHROOM 2 i n NOTE: REFER TO 2' \ WALL TO REMAIN MECHANICAL PLAN FOR ADDITIONAL INFORMATION. NEW AC UNIT AND WATER: HEATER TO BE LOCATED AT THIS LOCATION. 12' r • : w ,' y a 16'-9" WINDOW TO BE DEMOLITION NOTES 1. EXISTING REMOVED. CARPORT I p. 8' LIVING ROOM BLOCK WALL TO BE THIS PORTION OF THE WORK INCLUDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR ALL DISMANTLING, DEMOLITION AND SALVAGE AS SHOWN ON THE DRAWING AND SPECIFIED HEREIN. DEMOLITION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE SAFETY REQUIREMENTS OF THE, CITY AND STATE OF THE PROJECT, THE ASSOCIATED GENERAL CONTRACTORS MANUAL OF ACCIDENT PREVENTION ON CONSTRUCTION, LATEST EDITION, AND THE APPLICABLE REQUIREMENTS OF THE LOCAL BUILDING CODE. THE GENERAL CONTRACTOR SHALL PROCURE ALL CITY, AND STATE PERMITS AND LICENSEES, AND PAY ALL CHARGES AND FEES FOR THE SAME, UNLESS OTHERWISE SPECIFIED BY OWNER. ALL REQUIRED BUILDING AND OTHER PERMITS IN CONNECTION WITH THE CONSTRUCTION AND COMPLETION OF THE PROJECT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR( IT IS THE GENERAL CONTRACTOR(S) RESPONSIBILITY TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. CONTRACTOR TO VISIT THE SITE TO DETERMINE DEMOLITION REQUIREMENTS. FAILURE OF CONTRACTOR TO ACQUAINT HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING CONDITIONS WILL NOT RELIEVE HIM FROM THE RESPONSIBILITY FOR ACCURATELY ESTIMATING THE DIFFICULTY OR THE COST OF THE WORK. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER. ELECTRICAL WIRING THAT IS TO BE ABANDON SHALL BE DISCONNECTED AND THE ENDS PLUGGED IN THE CONDUITS. CONTRACTOR TO INSURE THAT ALL EXISTING CEILINGS, INCLUDING SOFFITS, THAT ARE TO BE REMOVED, ARE READY TO ACCEPT NEW CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING FIELD CONDITIONS. EXISTING REMOVED 8' -0" AFF. FIELD VERIFY EXIST. LOCATION OF TIE BEAM. CENTER NEW 8' -0" OPENING. REFER TO DETAIL 5/A-7 FOR ADDITIONAL INFORMATION. ; • :• : ; :; 0 -• )! ri 1 reE L2 BEDROOM 2 2' J - a- n C r 5... O CD 0 j r-� V J N Z L E a (C4 al • 1 I y 811 �\ COLUMN AND EXISTING STONE FACING TO REMAIN. 1 FRONT PORCH 1 r a T" 2 1 1 AREA OF WORK L _ REVISIONS: ARCH /E DATE: 12.12,`` DEMOLITION PLAN DRAWING BY: JLB 1 DEMOLITION PLAN SHEET A • ^ 1 A-2 SCALE: 1 /4" = 1' -0" 1 24' -3" EXIST. 17' -11" 1' - 10" EXIST. A -2.1 16' -6" 2 -4" 1' -6" 10" 10" 1' -8" 1' 8" 3' W.O. W.O. W.O. #5 DOWEL Q 4' -0" O.C. AT PERIMETER OF NEW SLAB. • EPDXY INTO EXIST. SLAB 2" MIN. FIELD VERIFY DEPTH 1 • OF EXISTING SLAB. REFER TO DETAIL 1/A -2.1 NEW CONC. BLOCK FILLED CELL WITH 1 #5 VERTICAL REINFORCING BAR AT EACH SIDE OF OPENING. VERTICAL BAR SHALL BE CONTINUOUS FROM FOOTINGS AND INTO TIE BEAMS. ALL SPLICES, WERE NEEDED, SHALL BE 30 INCHES. NOTE: PER STRUCTURAL REVIEW: NEW EXTERIOR WALL TO BE MASONRY CONSTRUCTION. t REFER TO DETAIL 1.1 ON THIS PAGE AND DETAIL 1 /A -7 EXIST. 4" MIN. CONCRETE PAD AT NEW DOOR & AC CONDENSER LOCATION. REFER TO MECH. PLANS FOR ADDITIONAL INFORMATION. I I L NEW 7" CONCRETE SLAB W/ • t / UBLE 6 "X6" 10 /10 WWF I I 2' Q, OVER EXISTING. i NSW 8' -0" OPENING IN AT EXISTING WALL. REFER TO DETAIL 1/A -2.1 BB (NE FINISHED FLOOR TO BE MIN. &'ABOVE CROWN O ROAD) 6' -8" W.O. 11' -8" 2' -10" -f- 7" STEP AREA OF WORK 7" STEP 8 , 12 1 NEW FLOOR OUTLETS. COORD. LOCATION W/ OWNER. TYP OF (2). NOTE: AVG. CROWN ROAD ELEVATION = 8' -2 / 8'-3" (APPROX 1 -9" ABOVE CROWN OF ROAD) SCREENED PATIO LIVING ROOM FRONT PORCH DINNING ROOM I' 1 --- - -- 1 II 1 L - - -J L -- L - - -_ -- BEDROOM 1 BATHROOM 1 BATHROOM 2 BEDROOM 2 1 #5 IN 3000 PSI CONCRETE FILLED CELL. REFER TO SECTION MIN. SPLICE AT FILLED CELL REBAR IS 48 BAR DIA. RECESS SLAB 1 -1/2" AT BLOCK WALLS 1 D ETAI L NEW EXISTING ADDITIONAL MESH IN TOP OF SLAB 1 FOUNDATION PLAN A -2.1 SCALE: 1!4' = 1'-a' 1 -1/2" RECESS 1/2" R,AD. TYPICAL. 01 -0" TOP OF NEW SLAB a -7" VFXIST SI AR d a -10" EXIST SLAB 1'--,- 1 "NEW CONC. SLAB °9 EXIST CONC. SLAB EXISTING BEAM / FIELD VERIFY CONDITION REFER TO PLAN FOR DOOR OPENING INFILL CMU AND DOWEL INTO TIE -BEAM EPDXY 8" AND INTO CELL 8" BELOW FLOOR W/ #5 REBAR (a� 30" MINIMUM OVERLAP 2 #5 DOWEL Q 4' -0" O.C. AT PERIMETER OF NEW SLAB. EPDXY INTO EXIST. SLAB 2" MIN. FIELD VERIFY DEPTH OF EXISTING SLAB. #5 DOWEL © 4' -0" O.C. AT JOINT OF NEW SLAB TO EXIST. EPDXY INTO EXIST. SLAB 6" MIN. FIELD VERIFY DEPTH OF EXISTING SLAB. D ETAIL L SCALE: 1/2" = 1' -0" 1A 1 7" CONCRETE SLAB W/ -' EXIST FOOTING. FIELD DOUBLE 6 "X6" 10 /10 WWF VERIFY CONDITION. AS SHOWN 30" MIN. OVERLAY BOTH SIDES 3 SECTION A - 2.1 SCALE: 1/2" = 1 -0" c 1/4-2.1 SCALE: 1" = 1 -0" 7" NEW 1 4" EXIST. DOWEL AND EPDXY STAIRS TO EXISTING FOUNDATION WALL W/ 1 #5 REBAR AT 12" OC, MIN. 4" EMBEDMENT 2 #5 REBAR CONTINUOS 7" CONCRETE SLAB W/ DOUBLE 6 "X6" 10/10 WWF AS SHOWN 30" MIN. OVERLAY BOTH SIDES D ' A X X ' I t, a D X', >D • °11 D \,\ \," \,\\ .\\, ,,,\„ N\ ,\ \ ,\ \,\\ �\\ ,\\ ,\ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ / \ \ / / \ \ / / \ #5 DOWEL ©4 -0 vi O.C. AT \ / \ \ , , '� / \, \ / \, \ \ / \ / \/\ > i� i PERIMETER OF NEW SLAB. EPDXY> / iv i vvivvivviv � v // / / / / / / / / / \ , , INTO EXIST. SLAB 2" MIN. FIELD // A / / / / / / / / AA / / AA / / AA / / VERIFY DEPTH OF EXISTING SLAB. >/// / / /� / / / / /j / / \ /� , REFER TO DETAIL 1/A-2.1 / / AA / / AA/ / AAj / AAj / AAj / Aj / AAj AAj AAj / AAj / A, D VA iViVi, i, i,Ay/, iVAiVAiV� /xA/xvX /X /, /X /XA /X /XA /X /X /X ,' EXISTING CRAWL SPACE EXISTING FOUNDATION. FIELD VERIFY CONDITION. 4 STAIR D ETAI L FOUNDATION / MASONRY NOTES CONCRETE FOR SLABS SHALL BE 2500 P.S.I. - CONCRETE FOR COLUMNS SHALL BE 3000 P.S.I. - REINFORCED STEEL SHALL HAVE F'Y= 60,000 P.S.I. LOWEST TOP OF SLAB INSIDE BUILDING SHALL BE MINIMUM 8" ABOVE CROWN OF ROAD OR ABOVE FLOOD CRITERIA. REFER TO FOUNDATION PLAN. TERMITE -TREAT ALL NEW AND EXISTING SOIL AND FILL WITHIN 5 FT. OF BUILDING. LOCATE FILLED BLOCK CELLS AT EACH CORNER, NEXT TO EACH WALL OPENING, BELOW ENDS OF MAJOR GIRDER TRUSSES AND MAXIMUM 4' -0" O.C. - FILLED CELLS SPECIFICALLY LOCATED BY DIMENSION SHALL BE LOCATED WHERE INDICTED - OTHERS MAY BE RELOCATED SLIGHTLY AS /IF REQUIRED - DO NOT EXCEED MAXIMUM SPACING. DIMENSIONS ON FOUNDATION PLAN ARE TO EDGE OF SLAB, NOT TO WALLS - SEE FLOOR PLAN FOR DIMENSIONS TO WALLS. CONCRETE MASONRY UNITS (CMU) SHALL BE ASTM C 145 GRADE 'N' BELOW GRADE, C 90 GRADE 'N' ABOVE GRADE - ALL CMU SHALL BE LAID IN FULL BED OF MORTAR IN RUNNING BOND U.O,N - ALL MORTAR SHALL BE TYPE 'M' PORTLAND CEMENT IN ACCORDANCE WIN ASTM SPECIFICATION C270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS - GROUT SHALL BE A HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECIFICATION C46 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. - ALL CONCRETE MASONRY BEARING WALLS SHALL BE INSPECTED BY A QUALIFIED ENGINEER AND CONSTRUCTED IN ACCORDANCE WITH THE "SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION. CONCRETE MASONRY UNITS SHALL HAVE NOMINAL THICKNESS OF 8" AND SHALL COMPLY WITH THE SPECIFICATION ASTM C90 -85, GRADE N, TYPE I. MORTAR SHALL CONFIRM TO ASTM C- 270 -86D TYPE "M ". UNLESS OTHERWISE INDICATED, SUR -O -WALL OR EQUAL 8 GA. LADDER TYPE HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AT EVERY SECOND COURSE. WHERE CONCRETE COL. ARE NOT CAST BEFORE MASONRY UNITS ARE LAID, DOVETAIL SLOTS WITH ANCHORS AT EVERY THIRD COURSE SHALL BE PROVIDED. IF FILLED CELLS ARE USED, PROVIDE TYPICAL FILLED CELLS WITH ONE #5 BAR CONTINUOUS FROM FOOTING TO TIE BEAM OR THE BEAM WHICH EVER APPLICABLE. PROVIDE #5 DOWEL IN FOOTING FOR EACH REBAR. F' OF MASONRY UNITS =1100 PSI MINIMUM. M MORTAR TYPE: 'M" OR "S" ALL MASONRY CONSTRUCTION AND INSPECTION OF ERECTION MUST BE IN STRICT ACCORDANCE WITH ACI530 -90 /ASCE 5- 92/TMS 402 -92 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. CONCRETE: 3000 PSI STEEL: GRADE 60 WOOD BEARING WALLS: 1. PROVIDE 2 X 8 STUDS AT 12" O.C. UNLESS OTHERWISE NOTED ON DWG. PROVIDE 2 X 8 TOP UNLESS OTHERWISE NOTED. PROVIDE A MINIMUM OF 3- 2 X 8 AT ANY OPENINGS IN BEARING WALLS IN WHICH END CONDITION IS NOT CALLED FOR. 2. ALL EXTERIOR WALLS AND INTERIOR WALLS AS NOTED SHALL BE BRACED WITH 16 GAUGE GALVANIZED METAL TIES ON A V FORM FROM BOTTOM TO TOP PLATE. ATTACH BRACES TO TOP AND BOTTOM PLATES WITH 4 -14 D COMMON NAILS. 3. PROVIDE HURRICANE CLIPS TOP AND BOTTOM TO EACH STUD OF BEARING WALLS AS REQUIRED. • cf) ©M. Simon & Associates, 2004 THIS DOCUMENT IS THE PROPERTY OF M. SIMON & ASSOCIATES AND SHALL NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF M. SIMON & ASSOCIATES, a) 0 E z Eo li cc w w ii ■ M 11•11 W CO 4) CY) L a LL 1. . ; r (1) O C) o N Z w co s ecs a rm REVISIONS: A 02.07,05 BLDG REVIEW ARCH DATE: 1212.04 FOUNDATION PLAN DRAWING BY: JLB SHEET PROJECT A -2.1 co %(?.? C c(O CD 1° '( t Q) rn CI cx � ' O o N 0 ) N O Q) c 0 u -s 0 U t a) 2 Q LPL 44' 24' -3' EXIST. 17' -11" NEW 1' -10" EXIST. 14 -8" 12'-8" 12' NEW LOCATION OF ELECTRICAL PANEL 6" 2' -4" 2' -4" 1 GC TO VERIFY DEPTH AND WIDTH OF REQ'D OPENING OF WALL W/ DOOR MANUFACTURE DOOR TO BE CENTERED IN ROOM (FROM SHEETROCK FINISH) WINDOW TO BE CENTERED IN ROOM (FROM SHEETROCK FINISH) 2 � 1 P 10" 1' 8" 11 csla 2' 8" n 2' 11' BLOCK TO BLOCK FACE � 10" r10" / 1'8" / / 3'-- 2' -<- 4 _M , ; µ LINE OF SOFFIT ABOVE I NE 12-4" EXIST. ASTER BATHROOM NEW MASTER BEDROOM 5' -4" NEW SITTING ROOM Ilk 6' -8" 10' 8" 2' -8" 2' -4" CLR T 7 "S TEP 7" ST P f 2' KITCHEN 8' 12' EXIST. WATER METER LOCATION 1 F CLOSET SYSTEM BY OTHER TO UNDERSIDE OF SHEETROCK CEILING. GC TO COORD. W/ CLOSET MANUFACTURER. NEW WATER HEATER &NC 3' 2" LOCATION NEW FLOOR OUTLETS. COORD. LOCATION W/ OWNER. TYP OF (2). L SCREENED PATIO LIVING ROOM FRONT PORCH DINNING ROOM 1 1 BEDROOM 1 BEDROOM 2 BATHROOM 1 BATHROOM 2 U U 1 FLOOR PLAN SCALE: 1/4' = v -0• FLOOR PLAN NOTES ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR' OR 'CLR' SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES, UNLESS OTHERWISE NOTED. CLOSET SYSTEM BY OTHER TO UNDERSIDE OF SHEETROCK CEILING. GC TO COORD. W/ CLOSET MANUFACTURER. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE METAL EDGE TRIM, UNLESS OTHERWISE NOTED. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT. ALL MILLWORK TO BE FASTENED TO THE PARTITION THEY ADJOIN. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY SLABS. SHEET • 0 O O • ■ (f) a) n M Z (L E o . EL al REVISIONS: i) t/5 0) 0) w Z C0 T DATE: 2.12.04 PLAN DRAWING BY: )LB A -3 ©M. Simon & Associates, 2004 THIS DOCUMENT 19 THE PROPERTY OF M. SIMON & ASSOCIATES AND SHALL NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF M. SIMON & ASSOCIATES. .,PRO)EcT -r r O CO O rrr- .L 4 N cO fl E z -Z N O c o O T A. BLDG REVIEW ARCH /ENG 1 44' 24 -3" EXIST. 1 7' - 11" NEW 1 -10" EXIST. • r, 14 -8" 12' -8" c 1. 12' SPOT LIGHTS AT SHOWER. REFER TO ELECTRICAL DWGS FOR ADDITIONAL INFORMATION. TYP OF (2) RAIN SHOWER HEAD AT CENTER OF SHOWER MOUNTED AT CEILING. CENTER LIGHT OVER NEW WINDOW CENTER LIGHT OVER NEW WINDOW P 1' -6" 1' -6" 1 -6" 1 11' BLOCK TO BLOCK FACE 10' 7" 0 0 fcv CEILING @ 8' -0" 2' 8" AFF 2' 6" — 4' 5" 1 -8" 3' -1" SOFFIT ABOVE CLOSET. 3' -1" NEW MASTER BEDROOM 3' -1" 1' -8" ' -6" 1' -6" 3' NEW SITTING ROOM 1' -6" 12' -4" EXIST. NEW MASTER BATHROOM SHEETROCK 5 - 7 " 10' 8" 2 8 ' 8 " 3 -5" 1' -7" 1' -7 1' -11" JJ 1' -8" 1'- 3 -6" 1' -6" 1' -6" 1' -6" KITCHEN L LICIT TO BE CENTERED BtTWEEN WALL AND CLOSET LINE LIVING ROOM u u FRONT PORCH DINNING ROOM BEDROOM 1 BEDROOM 2 BATHROOM 1 BATHROOM 2 T 1 REFLECTED CEILING PLAN A -4 SCALE: 1/V = 1'-0" REFLECTED CEILING NOTES ELECTRICAL SERVICE AND PANEL AND TRANSFORMER TO REMAIN. REMOVE ALL UNUSED WIRING AND MAKE SAFE. INSPECT ALL EQUIPMENT, CONNECTIONS AND WIRING AND TO ENSURE COMPLIANCE WITH LOCAL GOVERNING ELECTRICAL CODE. THE LAYOUT OF ARCHITECTURAL ELEMENTS HAVE PRIORITY OVER THE MECHANICAL AND ELECTRICAL ELEMENTS. NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. • (r) co 1 N th C CB L i ) ©M. Simon & Associates, 2004 THIS DOCUMENT 19 THE PROPERTY Of M. SIMON & ASSOCIATES AND SHALL NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF M, SIMON & ASSOCIATES. .0 E Z E ^^ a ) SHEET PF.OJECT 0) 0 0) P... cC 0) 0 W (%) O� N Z 0) i CL A -4 00 CO MM ' C CO J LL 0 L O V J . V 1 REVISIONS: DATE: 12.12.04 REFLECTED CEILING PLAN DRAWING BY: JLB REFLECTED CEILING LEGEND QUANTITY DESCRIPTION 0 10 4" HALOGEN DIRECTIONAL SPOT LIGHTS it 10 4" HALOGEN DOWN SPOT LIGHTS 0 _ 6" RECESSED LIGHT - TRACK LIGHTING - REFER TO MECHANICAL PLAN - REFER TO MECHANICAL PLAN / 2 EXHAUST FAN 1 44' 24 -3" EXIST. 1 7' - 11" NEW 1 -10" EXIST. • r, 14 -8" 12' -8" c 1. 12' SPOT LIGHTS AT SHOWER. REFER TO ELECTRICAL DWGS FOR ADDITIONAL INFORMATION. TYP OF (2) RAIN SHOWER HEAD AT CENTER OF SHOWER MOUNTED AT CEILING. CENTER LIGHT OVER NEW WINDOW CENTER LIGHT OVER NEW WINDOW P 1' -6" 1' -6" 1 -6" 1 11' BLOCK TO BLOCK FACE 10' 7" 0 0 fcv CEILING @ 8' -0" 2' 8" AFF 2' 6" — 4' 5" 1 -8" 3' -1" SOFFIT ABOVE CLOSET. 3' -1" NEW MASTER BEDROOM 3' -1" 1' -8" ' -6" 1' -6" 3' NEW SITTING ROOM 1' -6" 12' -4" EXIST. NEW MASTER BATHROOM SHEETROCK 5 - 7 " 10' 8" 2 8 ' 8 " 3 -5" 1' -7" 1' -7 1' -11" JJ 1' -8" 1'- 3 -6" 1' -6" 1' -6" 1' -6" KITCHEN L LICIT TO BE CENTERED BtTWEEN WALL AND CLOSET LINE LIVING ROOM u u FRONT PORCH DINNING ROOM BEDROOM 1 BEDROOM 2 BATHROOM 1 BATHROOM 2 T 1 REFLECTED CEILING PLAN A -4 SCALE: 1/V = 1'-0" REFLECTED CEILING NOTES ELECTRICAL SERVICE AND PANEL AND TRANSFORMER TO REMAIN. REMOVE ALL UNUSED WIRING AND MAKE SAFE. INSPECT ALL EQUIPMENT, CONNECTIONS AND WIRING AND TO ENSURE COMPLIANCE WITH LOCAL GOVERNING ELECTRICAL CODE. THE LAYOUT OF ARCHITECTURAL ELEMENTS HAVE PRIORITY OVER THE MECHANICAL AND ELECTRICAL ELEMENTS. NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. • (r) co 1 N th C CB L i ) ©M. Simon & Associates, 2004 THIS DOCUMENT 19 THE PROPERTY Of M. SIMON & ASSOCIATES AND SHALL NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF M, SIMON & ASSOCIATES. .0 E Z E ^^ a ) SHEET PF.OJECT 0) 0 0) P... cC 0) 0 W (%) O� N Z 0) i CL A -4 00 CO MM ' C CO J LL 0 L O V J . V 1 REVISIONS: DATE: 12.12.04 REFLECTED CEILING PLAN DRAWING BY: JLB C coo In - U co 0— cz ,y 1 = -C I 86Z1- (17S6) xed 00I-8 (t's6) Z8S000o - w PP!Jou `appaapntri pod saau6isaa _lopelui * saauupid * spaliuoay /'� V J seBi 17'-1" /� 0 RIDGE 15'-10" _ - CD r 1 0 �� -.�- :� TOP OF FIRE PLACE _� _. ■_ _ .- rim: - " -_ V, °6 C O -- - i -7! . .■= sir !_■�t7 _....- fir" -7lr4Pr .� �ir 7!� --- . " ± 12-0" -r - - ' lem ' 0 TOP OF BEAM 38 ! �. ALATe, ■ _ rte. .■ � - r --. P "L .- Vii — r . - - ! '_ - - s» r �- ■� .M . r Y..�a� - rte = 1"�i�7.... r r _ .-' ---3-1T---- - , ■- . =Yir T -� 7.�i� = ._-�! lor •r-:r. 0 in—....„. ■� 43 EXIST. FIN. FLOOR =' — _ .- - -- - - 7! � -- . r7� . � ..■ =_ =- N — ■■. - " -_ ���� 7 •.. -r.. ." � -�_ — _ L 2' �! ;� _� -7� ...ice �i Y Y... ■ "I r =� r�r� r■�! ".- .� � " _rte■! =� _- - - - -...- -- . __■ =1T__.! r��A�_!r�!!Srn_.■.1.i�� .. - ". _ — ice �1•� M.T= - 'Y id 7.-■- �Slr TOP OF NEW SLAB -0 = 0 GRADE 1 IN • AREA OF WORK 1 SOUTH ELEVATION 2 A-5 SCALE: 1/4" = i'-0' 0 17'-1 " —� 0) GLASS 2 < RIDG ±9'-4" /i� .r7. -■t 7 -r- ..ir�.. =ice Yr7- 7- ...r !ice w..T� �aor 7 "rte 7. =am L!■� ,!■= .!t..i� -10- 1 r ..i - r =s - '' © M. Simon & Associates, 2004 THIS DOCUMENT IS THE PROPERTY OF M. SIMON 6 ASSOCIATES AND SHALL NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF M. SIMON 6 ASSOCIATES. - r_ r -' =j E X. NEW DOOR PROJECT o p '- O v o0 E O Z Z O N O CO iii U r ID 1110 IIIIIM CO r M 0 TOP OF BEAM 0' 0" I 42.7 57.2 40.0 -51.7 40,0 -51.7 1 -9 " - � - I 4' -11" I -4 EXIST. FIN. FLOOR I / / / -0'-6" EXISTING SCREENI PATIO TO REMAIN 0 GRADE AREA OF WORK �2 NORTH ELEVATION \ A -5 / SCALE: 1/4" = 1'-0" W i' eb'LL w INN N 1 0 c o W .. (f) N Z " L N. E � iu mnum.n min i ____i n�nmu MIN 1111 11111111 11■ 1 1 1uui nu■iu.ii■i.i I ins _L i 1 � _l ,____�_r __ _ 111 1 01 ='. !M Ill 1 1 l l t. 1 11 i I _ 1 JJ l l I I 1 _ Etr l l I I I I I I 11 1 l 1 1 1 I ! ■ - - .,- - 4 _ il l T � L L - � 1 IJ 11 1 II ! .� 1 l — — - -- - - - - -- — — — _— _ — — — — — — — — -- — --- -- -- - - - -- — -- --- - -- — - - --- — -- -- — - -- — — — - - --�— — �I �J I l I J ; _ r -II 1 J I 1 nn I II L_ 1 1 1 1 1 1 1 _ L _ J-S L I i l REVISIONS: 1 f- �_ �_ 1 I �� -- J r- ��� t t , ., 1 ;' i � ---- EX. - 4 , 4 , - NEW 42.7 -46 1� _ -; ARC �E NEW WINDOW 42.7 -46.3 WINDOW - --�= T _mg r 2' -8" 2'48" _■ .... r7 7! =7 • - • • • .. re- .4 1 t - ," 7!rYy! r i m !■ .. DATE: 12.12. ELEVATIONS DRAWING BY: JIB !... .T- 7Mr7!■ =ate =m1LSV . NO WORK TO EAST ELEVATION 3 WEST ELEVATION 4 EAST ELEVATION SHEET A-5 A -5 SCALE: 1/4' = 1' -0" SCALE: 1 !4" = 1' -0' 1'- 2' 8" 1' 2" 1' -4" 1' -4" 1' 4" 1' -4" e N1, 1' 9" 1' 7" SHOWER BENCH 18" AFF HALF WALL BEHIND BENCI- NOTE: (2) SINKS TO BE CENTERED ON VANITY 81" 45• NOTE: WINDOWS / RECESSED SOAP DISH TO BE CENTERED IN SHOWER. REFER TO ELEVATION 2' 6" i 2' -6" C 5' -7" 11' BLOCK TO BLOCK FACE 2' 6" 5' 4" 3'3" 9' 5" 12' -4" 10' -8" FIN. 3' -11" 3' 2" 3' 2" 2' -1" MAX 1' 3" --f- 1 A -6 LINE OF CLOSET. FURNISHED BY OTHER. GC TO COORD W/ CLOSET DESIGNER NOTE: MOISTURE RESISTANT DRYWALL TO BE USED AT ALL WET WALLS BATHROOM FLOOR PLAN SCALE: 1/2" = 1' -0" 7' -10" PROVIDE BLOCKING AT SHOWER BODY AND HEAD. (2) RECESSED SQUARE SHOWER SHELVES TO MATCH WINDOW OPENING SIZE. REFER TO SECTION / ELEVATION 3/A -6 FOR ADDITIONAL INFORMATION. NEW 2" x 4" Q 16" O.C. WOOD STUD WALL. W/ R -11 FIBERGLASS INSULATION. MOISTURE RESISTANT DRYWALL AT SHOWER ENCLOSURE W/ TILE FINISH. COORD. W/ OWNER PITCH FLOOR TO SHOWER DRAIN 1' - 9 " 10" 1' 9" 2' -5" LINE OF CLOSET. FURNISHED BY OTHER. GC TO COORD W/ CLOSET DESIGNER 6" HIGH TILE BASE AT SHOWER ENCLOSURE GLASS TO BE MOUNTED AT OUTSIDE EDGE. BATHROOM ELEVATION SCALE: 1/2" = 1' -0" 1' -7" MIRROR W/ MEDICINE CABINET. (COORD. W/ OWNER) W.C. 3' -6" =® (t= s ec T.P. HOLDER. FURNISHED BY OWNER INSTALLED BY GC 3' -1" 6' -9" 3' -8" OPEN VANITY BY OTHER. BENCH HEIGHT AND SHELF HEIGHT INSTALLED BY GC OF VANITY TO BE EQUAL. TILE FINISH TO UNDERSIDE OF CEILING AT SHOWER ENCLOSURE. COORD. FINISH W/ OWNER NEW WINDOW SILL TO OVERHANG TILE EDGE BY 1". SILL TYPE T.B.D. COORD W/ OWNER. 1/2" SAFETY GLASS SHOWER ENCLOSURE (2) RECESSED SQUARE SHOWER SHELVES TO MATCH WINDOW OPENING SIZE SILL TO OVERHANG TILE EDGE BY 1 ". SILL TYPE T.B.D. COORD W/ OWNER. 1' -9" 4' -11" BATHROOM ELEVATION SCALE: 1/2" = 1' -0" ©M, Simon 8 Associates, 2004 THIS DOCUMENT 19 THE PROPERTY OF M. SIMON & ASSOCIATES AND SHALL NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF M. SIMON A 4SSOCIA,ES. • n v , / _ W 178 cf) 00 co cD . —J w eh° u- O CD � W � N Z Cn C D ▪ (O "� T O T REVISIONS; BATHROOM DETAILS DRAWING BY: ]LB SHEET va PRO: E^ A -6 MODEL NO. H FASTENERS AND UPLIFT t�4-t EH- LOADS (1.1.1 AND 1RO) 1 PLY TRUSS DOUG- FIR - LARCH/ S0. PINE UPLIFT SPRUCE- PIN FIR UPLIFT 2 OR 3 PLY TRUSS DOUG- FIR - LARCH/ SO. PINE UPLIFT SPRUCE - PIN FIR - UPLIFT DOUG- FIR LARCH/ SO. PINE SPRUCE- N FIR (133) (160) (133) (160) (133) (160) (133) (160) F1 F2 F1 F2 8" x 12" CONC. TIE BEAM W/ (4) #5 CONT. AND (2) #5 CORNER BARS RETURNED 30 ". TIE INTO EXISTING. 5/8" STUCCO FIN. W/ FELT BACKED #15 METAL LATH ON " CDX PLYWD. SHEATHING. MATCH EXIST. CONDITION 1/2" DRYWALL ON 1x3 P.T. FURRING STRIPS AT 24" O.C. R -4.5 RIGID INSULATION NEW POCKET DOOR. REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION 1 #5 IN 3000 PSI CONCRETE FILLED CELL. PROVIDE CLEANOUT AT BOTTOM TO ENSURE PROPER FILLED CELL AT ALL LOCATION VAPOR BARRIER THROUGHOUT REVISIONS: A. 02.07.05 BLDG REVIEW ARCH / N FI SHED CEILING R -19 FIBERGLASS INSUL BETWEEN EXISTING ROOF RAFTERS SIMPSON EMBEDDED TRUSS ANCHORS. DWG 8/A -7 EXISTING ROOFING AND FASCIA TO REMAIN. R -19 FIBERGLASS INSUL BETWEEN EXISTING ROOF RAFTERS EXISTING ROOFING AND FASCIA TO REMAIN. EXIST. TIE BEAM. VERIFY EXIST. CONDITION IN FIELD EXIST. 8" BLOCK WALL W/ STUCCO FINISH PROVIDE BLOCKING FOR MIRROR / MEDICINE CABINET. COORD. W/ OWNER NEW 2" x 4" @ 16" O.C. WOOD STUD WALL. W/ R -11 FIBERGLASS INSULATION. GLASS SHOWER ENCLOSURE CLOSET SYSTEM BY OTHER TO UNDERSIDE OF SHEETROCK CEILING. GC TO COORD. W/ CLOSET MANUFACTURER. REFER TO DETAIL 2/A -7 FOR ADDITIONAL INFORMATION. f EXIST. FOOTING. VERIFY EXIST. CONDITION IN FIELD 1" x 3" FURRING W/ 1/2" PAINTED SHEETROCK FINISH. COORD COLOR W/ OWNER. REFER TO DETAIL 4/A -7 1' -4" r r � 7n J r r J L SOFFIT TO HIDE AC DUCT. REFER TO MECHANICAL DWS FOR ADDITIONAL INFORMATION EXIST. BLOCK WALL W/ NEW OPENING. TO UNDERSIDE OF EXIST. TIE BEAM VERIFY HEIGHT. 7' -6" L" 1 EA-7 7' -10" 6' 8" VERIFY W/ DOOR MANUF. NEW SECTION SCALE: 1/2" = 1' -0" NEW 6 SECTION A -7 SCALE: 1/2" = 1' -0" 8' VERIFY IN FIELD EXISTING EXISTING !MI animmt 7' -10" 2' -1" MIN. DEPTH CMU WALL TO FIN. SHEETROCK PAINTED SHEETROCK FINISH. COORD W/ OWNER. SOFFIT TO HIDE AC DUCT. VERIFY DIMENSION W/ MECHANICAL DWGS. NOT TO EXCEED 3' -0" IN DEPTH CLOSET SYSTEM BY OTHER TO UNDERSIDE OF SHEETROCK SOFFIT GC TO COORD. W/ CLOSET MANUFACTURER. 2 SECTION A -7 SCALE: 1/2" = 1' -0" 1 PLASTIC DRIP R CRU STUCCO RAKE STUCCO & CAULK SLOPE SILL CAULKING STUCCO FINISH ON 8' C.M.U. 1X4 P.T. FURRING W/ 112" DRYWALL HEAD JAMB SIMILAR SILL PRECAST CONCRETE BEAM WOOD CAULK GYP. BOARD 1 �- ALUM. WINDOW SET IN FULL CAULK BED ALUM. WINDOW SET IN FULL CAULK BED CAULK WINDOW STOOL PRECAST CONCRETE WINDOW SILL 8" BLOCK WALL CONC.SILL WINDOW UNIT SCREWED TO BUCK AS PER MANUF, SPECS. PROVIDED BY BUILDER 1X6 P.T. WOOD BUCK WINDOWS AND 1X4 P.T. FOR S.G.D. AND NAILED WITH 3 3/4' TAPCONS W/ 2" MINIMUM EMBEDMENT AND SPACING AT 6' FROM EA. CORNER & 12" O.C, NOTE: REFER TO SCHEDULE SHEET A -8 FOR ADDITIONAL INFORMATION A -7 TYP. MASONRY WINDOW DETAIL SCALE: 1" = 1' -0" USP RT22F ATTACH TO 2X8 DBL HEAD & 2X8 WOOD STUD AS PER MNFG. REC. 5/8" STUCCO OVER 3/4" CDX PLYWOOD DOUBLE 2X8 P.T. SOUTHERN YELLOW PINE HEADER (OR BETTER) 1X2" P.T. WD. BLOCKING PERIMETER SEALANT AND BACK BEDDING WOOD BUCKS TO BE 1X2 P.T. FOR WINDOWS AND 1X4 P.T. FOR S.G.D, AND NAILED WITH 3 3/4" TAPCONS W/ 2 "� MINIMUM EMBEDMENT AND SPACI G AT 6" FROM EA. CORNER & 12" O.C. VINYL WEATHER STRIPPING PERIMETER SEALANT AND BACK BEDDING 1X PT WOOD SILL BUCK PER MANFG. REC. 5/8" STUCCO OVER 3/4" CDX PLYWOOD USP RT22F ATTACH TO 2X8 DBL SILL & 2X8 WOOD STUD AS PER MNFG. REC. DOUBLE 2X8 P.T. SOUTHERN YELLOW PINE SILL PLATE (OR BETTER) ANIMM • 11*7 z" NIF A w 1" WOOD FURRING STRIPS @ 16" O.C. 1/2" DRYWALL SEALANT SNAP IN GLAZING BEAD (TYP.) METAL FRAME WINDOW SEE WINDOW SCHEDULE FOR SPECIFICATIONS CAULK SILL TYPE T.B.D. COORD. W/ OWNER TYP WOOD WINDOW SECTION SCALE: 6" = 1' -0" �' ♦♦ ' • ' ♦,•i ' • ' g .�/�•�/������ 1 " x3 " FURRING STRIPS ATI6 "O.0 PRODUCT APPROVED INSULATION OF FIBERGLASS OR MINERAL WOOL BATTS, OR CELLULOSIC INSULATION HAVING A MINIMUM VALUE OF R -19. ONE LAYER 5/8" SHEETROCK, 5d CEMENT COATED OR RING SHANKED NAILS 6" 0.C., PAPER TAPE EMBEDDED IN CEMENTITIOUS COMPOUND OVER JOINT, EXPOSED NAIL HEADS COVERED W/ COMPOUND. PAINTED FINISH TO MATCH EXIST. CEILING COLOR (WHITE). COORD/ WITH OWNER 4 CEILING DETAIL A -7 SCALE: 1" = 1' -0" CAULKING STUCCO FINISH ON 8' C.M.U. . 1X4 P.T. FURRING W/ 1/2" DRYWALL WOOD CASING — EXTERIOR DOOR JAMB AND FRAME FASTENED TO BUCK AS PER MANUF. SPECS. PROVIDED BY BUILDER DOOR JAMB 2X4 P.T. WOOD BUCK WINDOWS AND 1X4 P.T. FOR S.G.D. AND NAILED WITH 33/4' TAPCONS W/2" MINIMUM EMBEDMENT AND SPACING AT 6' FROM EA. CORNER &12" O.C. \A -7 NTS \ A7 NTS CMU EXTERIOR DOOR DETAIL SCALE: 1" = 1' -0" CONCRETE TO WOOD: USE SIMPSON EMBEDDED TRUSS ANCHORS MATERIAL: 18 GAUGE WITH GALVANIZED FINISH ETA 16 12 8- 10dx1 -1 /2 980 1180 845 1010 5 -16d 895 1070 775 930 65 85 55 75 e) ANCHOR DETAIL • V a) 4 a 8 co O N � C th Q) 0)) 0 x LL o • cC) 4c In N co L U) 0 � • U L o a) U ▪ � Q) 0) L Q LL ©M. Simon & Associates, 2004 THIS DOCUMENT 19 THE PROPERTY OF M. SIMON & ASSOCIATES AND SHALL NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF M. SIMON S ASSOCIATES. L: a) 0 E Z E 43 a. a CO PROJECT 0) 0) CO (1) CO 0) T IZ 4) Cl ) ♦ 5 id) > U) >• - 5 2 O a) o W N Z C_ it N. .E w a ca a . DATE; Sj.12.0 S AND DETAILS DRAWING BY: )LB SHEET A -7 1 ' I V) in ,s,\,1 (0 cO W 0 c U Q (ZS Q -'-' _] <L2 ' k .. ) Architects * Planners * Interior Designers Fort Lauderdale, Florida AA- C000582 (954) 566 -3100 Fax (954) 566 -1298 WINDOW SCHEDULE s f � �J I DOOR LEGEND DOOR FRAME LEGEND 0 •}•�i (1.15 (A) SIZE TYPE FINISH COLOR MATL. IMPACT GLASS TEMP. GLASS REMARKS EXTERIOR A SEE WINDOW ELEV FIXED P -5 WHITE ALUM YES - PGT - IMPACT RESISTANT S a• 4 j-8' TYPE F - 1 EXTERIOR TYPE F - 2 EXTERIOR B 28 "X48" CASEMENT P -5 WHITE ALUM YES - PGT - IMPACT RESISTANT C 21"X21" AWNING P 5 WHITE ALUM YES - HU s' • ► DOW - PR OVIDE SHUTTER AT EXTERIOR =....2%.,-, f rz re. CAM kAi (,ti L -f ,t, nA 03 0 , I (j.10 li (.) < 06 C E • VERIFY MASONRY OPENINGS BEFORE WINDOW ORDER SHUTTER TO BE PROVIDED BY METAL TECH. INC, PROVIDE SCREENS FOR ALL OPERABLE WINDOWS CONTACT: JOSEPH BUZZELLA 305 - 823 -2323 PROVIDE IMPACT RESISTANCE WINDOW SYSTEMS AS SPECIFIED TO BE MAX. IMPACT .050 ALUMINUM STORM PANEL 1 TYPE A TYPE B TYPE C TYPE D EXTERIOR EXTERIOR EXTERIOR EXTERIOR TYPE K EXTERIOR INTERIOR 4 TYPE E INTERIOR -61, TYPE F J G INTERIOR - TYPE H INTERIOR - -- , _ TYPE INTERIOR TYPE F -3 INTERIOR TYPE F -4 INTERIOR TYPE F -5 ROOM FINISH SCHEDULE ROOM NAME NO. FLOOR BASE WALLS COLUMNS CEILING REMARKS TYPE INTERIOR SITTING ROOM 100 FL -2 B -2 P -2 — CL -1 MASTER BEDROOM 101 FL -2 B -2 P -2 — CL -1 U) ■ MASTER BATHROOM 102 FL -6 B -1 P -8 — CL -1 2 (1) FINISH LEGEND DOOR SCHEDULE FLOORING MATERIAL TILES SADDLES/ THRESHOLDS NO, SPACE FROM/TO DOOR SIZE DOOR FRAME SADDLE HDWR SETS FIRE RATE REMARKS FL -1 CARPET FL -2 FL -3 4 FL -4 6 FL -5 12 FL -6 18 PAINT - TO BE SELECTED BY OWNER T -1 4 "x4" CERAMIC TILE S -1 ALUM SADDLE COMPLYING TO THE WOOD T -2 6 "X6" CERAMIC TILE ACCESSIBILITY CODE THICKNESS TYPE MATL FINISH TYPE MATL FINISH TYPE MAT'L "x4" CERAMIC TILE T -3 12 "X12" CERAMIC TILE "x6" CERAMIC TILE "x12" CERAMIC TILE I �2 MAX - 0 EXTERIOR / BATHROOM 210 II x 6 -8 I 1 3/4" C ALUM P -5 F -1 ALUM P -5 S -1 ALUM NOTE 1 – EXTERIOR GLASS DOOR - PGT. O SITTING ROOM / BEDROOM 54" x 6' -8" 1 3/4" K WOOD P -5 F -5 WOOD P -5 – – NOTE 2 – REFER TO DOOR SPECIFICATIONS BY DOOR MANUF. COMPLYING TO CODE "x18" CERAMIC TILE BASE S -2 MARBLE THRESHOLD THE ACCESSIBILITY O KITCHEN / CLOSET 3' -0" x 6' -8" 3/4" J WOOD P -3 – – – – – – – – B -1 CERAMIC BASE 2 B -2 WOOD BASE PAINT SHELL i MAX P -1 FLAT P -2 EGG P -3 SATIN P -4 SEMI P -5 FACTORY P-6 STAIN P-7 NATURAL P -8 18 CEILING ALUM. TRANSITIONAL THRESHOLD TO THE ACCESSIBILITY CODE NOTE 1 : 1 1/2 PR. HINGES, LOCKSET, ALUM. THR. NOTE 4 : PULLS NOTE 2 : HDW. BY DOOR MFR. NOTE 5 : BATHROOM PR HINGES PRIVACY LOCKSET NOTE 3 : PR. HINGES, LATCHSET S-3 -GLOSS CL -1 FLAT PAINT COMPLYING CL -2 KNOCKDOWN WITH FLAT PAINT FINISH CL -3 FLAT PAINT ON EXPOSED SURFACES + 2 COATS OF URETHANE CL -4 POPCORN FINISH FINISH MAX ©M, Simon &Associates, 2004 THIS DOCUMENT IS THE PROPERTY OF ALL NOT BEREPRODUCED WITHOUT THE WR: TEN CONSENT OF M. SIMON & 1 SSOCATFS. .. "x18" CERAMIC TILE NOTE: AND FINISHES TO BE COORDINATED W/ OWNER COLORS PRU,fc;r - - - - - - -- p CO L 0 ' E o z :3 6 z N E o o c? Cii m z , V W emu CO CO -1--I T CO WALL LEGEND SCHEDULE 1 WALL TYPES WINDOW ELEVATION MASONRY FASTENERS FOR 2X4 BUCKS (, FBC) T _ r LOCATION XTERIOR WINDOW BUCKS (P.T.) EXTERIOR DOOR BUCKS (P.T.) SILL: #10X3" MASONRY ANCHORS LACATER AT A MAXIMUM OF 6" FROM CORNERS AND 20" APART. HEADER: #10X3" MASONRY ANCHORS LOCATED AT A MAXIMUM OF 6" FROM CORNERS AND 20" O.C. APART. JAMBS: #10X3" MASONRY ANCHORS LOCATED AT A MAXIMUM OF 6" FROM CORNERS AND 16" O.C. APART. SILL: #10X4" MASONRY ANCHORS LOCATED AT A MAXIMUM OF 6" FROM CORNERS AND 12" APART. HEADER: #10X4" MASONRY ANCHORS LOCATED AT A MAXIMUM OF 6" FROM CORNERS 12" O.C. APART. JAMBS: #10X4 MASONRY ANCHORS LOCATED AT A MAXIMUM OF 6" FROM CORNERS 20" 0.C. APART, OOD ON NEW 8" BLOCK WALL W/ 1" x 3" " STUCCO OVER " CDX PLYWOOD m ? 1 I 1 ( • FURRING W/ INSULATION BETWEEN. FINISH TO BE / 4.5 RIGID I � HEETROCK, t. . = .. ; -� � � ► – .. = . . r EXIST. STUCCO FINISH ON EXIST. BLOCK WALL. PROVIDE 1" x 3" FURRING W/ 4.5 RIGID INSULATION BETWEEN. FINISH TO BE i" SHEETROCK. 2 " FRAME , 11-2" 2 2 l [11 � 1 t MASONRY FASTENERS FOR 2X4 BUCKS FBC - -,J' ' EXIST. STUCCO FINISH ON EXIST. BLOCK WALL. PROVIDE 2" x 4" FURRING W/ 4.5 RIGID INSULATION BETWEEN. FINISH TO BE I" SHEETROCK. EXTERIOR WINDOW BUCKS (P.T.) SILL: #10X1 1/2" FHWS LACATER AT A MAXIMUM OF 6" FROM CORNERS AND 20" APART. HEADER: #10X1 -1/2" FHWS LOCATION AT A MAXIMUM OF 6" FROM CORNERS AND 20" O.C. APART. JAMBS: #10X1 -1/2" FHWS LOCATION AT A MAXIMUM OF 6" FROM CORNERS AND 16" 0.C. APART. ' 3 3 11' EXTERIOR DOOR BUCKS (P.T.) SILL: #10X2 FHWS LOCATED AT A MAX, OF 6 FROM CORNERS AND 12 APART. #8X2" RHWS LOCATED AT A MAX. OF 6" FROM CORNERS 12" O.C. APART. JAMBS: #8X2" RHWS LOCATED AT A MAX. OF 6" FROM CORNERS 21" O.C. APART. „ • 6' -9" 7' 1" EXIST. BLOCK WALL. W/ NO FINISHED. PREPARE WALL TO RECEIVE NEW CLOSET. COORD. W/ CLOSET MANUFACTURE, 5' -11" 5' 7" CO '� a„„ L. J i -.+ 4) ■ �/ J .. � � E 4 4 .. .4 • 1 NOTES: INSTALLATION FOR DOOR NOTE: ALL WET WALLS TO HAVE MOISTURE RESISTANT DRYWALL. um . 0.) mow oft) O C5 rn SILL: #10X2" FH SMS AT A MAX, OF 6" FROM CORNERS AND 20" APART. HEADER: #8X1 -1/2 RH SMS AT A MAX. OF 6" FROM CORNERS 15" O.C. APART. JAMBS: #8X1 -1/2 RH SMS AT A MAX. OF 6" FROM CORNERS 21" O.C. APART. INSTALLATION FOR WINDOWS SILL: NO SCREWS IN SILL. HEADER: #10X2" FHWS LOCATION AT A MAXIMUM OF 6" FROM CORNERS AND MAXIMUM 24" O.C. APART. JAMB$ #1O 2" FH S LOCATION AT A MAXIMUM OF 6" FROM CORNERS AND MAXIMUM 24' O.C. APART. ATTACHMENT OF SUB -BUCKS SHALL BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD, AND MUST BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, FOR RETROFIT INSTALLATION WHERE THE EXISTING BUCK IS LESS THAN THE REQUIRED 2" NOMINAL: USE CONCRETE SCREWS (MASONRY ANCHORS) INSTEAD ON THE FASTENERS ABOVE, THE SAME AMOUNT AND DIAMETER AND AN APPROPRIATE LENGTH TO GO THROUGH THE BUCK AND PENETRATE AT LEAST 1 -1/4" INTO THE MASONRY STRUCTURE. NOTE: THE INSTALLATION OF THIS UNIT WILL REQUIRE A HURRICANE PROTECTIVE SYSTEM, MINIMUM SIZE SCREW SHALL BE #6 SCREWS SHALL BE MAX. 6" FROM CORNERS ALL SILL SCREWS MUST BE SEALED W/ CAULK CAULK SHALL BE APPLIED AROUND WINDOW PERIMETERS & BETWEEN WINDOWS & MULLIONS ALL BLOCK CELLS ADJOINING DOOR & WINDOW OPENINGS SHALL BE FILLED W/ CONCRETE PER STRUCTURAL DRAWINGS PROVIDE APPROVED SHUTTER SYSTEM FOR ALL EXTERIOR DOOR & WINDOW OPENINGS (NOT SHOWN ON DETAILS) DETAILS SHOW TYPICAL CONDITIONS W/ SINGLE -HUNG WINDOWS, STUCCO EXTERIOR FINISH & GYP. BOARD INTERIOR FINISH - STUCCO BANDING, ETC. NOT SHOWN - SEE ELEVATIONS FOR BANDING - DETAILS ARE SIMILAR FOR OTHER TYPES OF WINDOWS & OTHER FINISHES ,- 3' 1" ere, 167 1 Iiami 3' 1 '- 2" r 6' 8" ( A ) REVISIONS: A. 02,07.05 BLDG REVIEW AR \ EN IA \ )i DATE: 12,12. SCHEDULES DRAWING BY: JLB SHEET A -8 1 A.C. REFRIGERATION LINE'S RUN DOWN IN METAL WALL FLASHING TO CONDENSING UNIT. CONDENSER MOUNTED ON 4" MIN CONCRETE PAD (TYP.) 6" EXHAUST AND VENT WALL CAP WITH BACK DRAFT DAMPER, BUG SCREEN CU.1 1.5TON I 18x6,RH TRANSFER RETURN GRILLE ON EACH SIDE OF WALL EF,1 EF.1 10x8,LS4D 4W 80 CFM N �. DRAWING NOTE'S: gym 10x6,V4004D 2W 90 CFM, 10x6,V4004D 2W 90 CFM, 10x6,V4004D 2W 140 CFM, c0 X x 0 J1 i 12x8 1 O UNDER CUT DOOR ONE INCH FOR TRANSFER AIR RETURN. _ AHU.1" - . 1.5TON 11 f 1 x4,VM4000 2W 90 CFM, I I 10x6,V4004D 2W 150 CFM, 6" OUTSIDE AIR VENT WALL CAP WITH BACK DRAFT DAMPER, BUG SCREEN A.C. REFRIGERATION LINE'S IN CEILING SuFFIT TO AHU. F F <Ci i C;i SCALE: 1/4 = MECHANICAL FLOOR PLAN NORTH V.A.C. LFG FIBERGLASS DUCTWORK FLEX WITH SPIN IN COLLARS/M.V.D. DIFFUSER RETURN AIR GRILLE THERMOSTAT RETURN AIR GRILLE EXHAUST FAN LINEAR DIFFUSER TRANSFER GRILLES TRANSFER GRILLES H.V.A.C. \OTES: \D O R.A.G. EF LD T.G. Ei a mi f• DUCTWORK: RIGID FOILFACED 1.5" R= 6 SUPPORT 48" 0.C. ALL TURNS AND TRANSITITONS PRESSURE TAPE AND MASTID SEAL ALL SEAMS AND JOINS. FLEX UL CLASS ONE AIR DUCT R= 6 SUPPORT 48 "O.C.. SPIN IN COLLARS WITH M.V.D. TIE WRAP INNER LINER AND PRESSURE TAPE AND MASTIC SEAL OUTER LINER WITHOUT COMPRESSING INSULATION EXHAUST FAN EF1 : BROAN MODEL S5OUE, 52 CMF t 0.1" SP 120V, 19W DIFFUSERS: METALAIRE SERIES AS NOTED ON DRAWINGS WITH O.B.D. RETURN GRILLES: METALAIRE SERIES RHF. THERMOSTAT: PROGRAMMABLE HONEYWELL 1. ALLWORK TO CONFORM TO F.B.C. AND S.M.A.C.N.A. STANDARDS 2. REVIEW COMPLETE DWGS PRIOR TO SUBMITTING BID NOTIFY ENGINEER OF ANY DISCREPENCIES AT ONCE. 3. MAINTAIN AS- BUILTS AS REQUIRED. SUBMIT 3 COPIES TO ENGINEER. 4, SUPPLY 6 COPIES OF SHOP DWGS FOR REVIEW TO ARCHITECT. NO EQUIPMENT TO BE ORDERED PRIOR TO THEIR APPROVAL 5. COMTRACTOR TO COORDINATE WITH OTHER TRADES THE INSTALLATION OF EQUIPMENT AND MATERIALS. 7. CONTRACTOR TO REMOVE ALL WASTE AND DEBRIS AT THE END OF EACH DAY. EXHAUST FA\ CALCS ASHRAE 62 -89 ZONE 1 - ADDTITION 0.35 AIR CHANGES PER HOUR = 64 CFM 50 CFM / WC -UR X 2 X (0.5)* = 50 CFM OUT SIDE AIR REQUIRED OUT SIDE AIR PROVIDED A.C. #1 65 CFM 100 CFM ODucko' enullreerlIng Dnc. cOMUltnU EnaDm or E. PILHLIJ P.E. FL REG 49832 1 70 t 3970 [fandre= ave., fLIauderda(e, fl. 33309 TEL (954) 584-5110 FLA. REG. *E8-0003305 ■ O 0 © M. Simon & Associates, 2004 THIS DOCUMENT IS THE PROPERTY OF M. SIMON & ASSOCLATEC L\') F'1AJL NOT BE REPROWCED WITF'OUT TAE WRITTEN CONSE.a1 A:.:IMON j ASSOCIATES. PROJECT w 0 co rfil 0 co Z fg '22 . (7 ) 1 3 83 92 �.. O _c N Z 2111 CO al E REVISIONS: ARCH /ENG DATE: 12.7.04 MECHANICAL PLAN DRAWING BY: )LB SHEET M -1 38TRA /F (ACU.1) SERIES 12.0 SEER RESIDENTIAL SPLIT SYSTEM NOM TONS 1.5 SEER 12.0 CONDENSER MODEL NO. 38TRA018 -3 AIR HANDLER NO. FA4ANF024 TOTAL CFM 600 AMBIENT TEMP 95 REFRIGERANT R -22 CAPACITY (MBH) © 80/67 17.8/13.1 CAPACITY (MBH) © 76/62 16.3/13.6 COMPRESSOR QTY. /TYPE 1 /SCROLL COMPRESSOR FLA -LRA 9.3 - 47.0 CONDENSER FAN FLA 0.50 - 1/15 DIMENSIONS (L.W.H) (IN.) 28 X 23 X 34 WEIGHT (LBS.) 151 MCA 12.1 MOCP 20 AIR HANDLER FA4ANF024 FAN MOTOR HP -FLA 1/4 - 2.0 DIMENSIONS (L,W,H) (IN.) 14 5/16 X 22 X 43 WEIGHT (LBS.) 98 MCA 2,5 MOCP 15.0 ELECTRIC HEAT (KW) 5.0 240/1/60 MCA 20.0 MOCP 30.0 SUCTION (IN. OD) 5/8 LIQUID (IN. OD) 3/8 NOTES: 1) TUBE SIZES ARE FOR UNS UP TO 50 FT. FOR TUBE SIZES OVER 50 FT. CONSULT LONG -LINE APPLICATION GUIDE. 2) AIR HANDLING UNIT AVAILABLE ONLY IN SINGLE PHASE. RECOMMENDED SCHEDULE NOTES: SOLID STATE /BUILT IN FUSE AND TIME CLEANING FOR "A" FAN MOTOR IN 018 IN 042 THROUGH 060. DEVICE. W /FACTORY LASTING FINIASH. 3) AIR HANDLING UNIT SHALL CONTAIN INTERLOCK CONTROL BOARD W DELAY RELAY (TDR). 4) PROVIDE INSPECTION PLATE FOR COIL DESIGN. 5) PROVIDE 2 -SPEED EVAPORATOR THROUGH 036 AND 3 -SPEED 6) PROVIDE ACCURATE METERING 7) PROVIDE GALVANIZED STEEL CONSTRUCTION BAKED COATING FOR LONG SMOOTH FILTER RACK RETURN GRILLE W/ O.B.D. DRAIN PAN W /FLOAT SWITCH ROUND FLEX DUCT HANGING DETAIL NOTE: NAND DUCTS ACCORDING TO SMACNA STANDARDS TYPICAL HANGING STRAP 4 SADDLE DUCT NANGING DETAIL 1 1/4" STRAP 48 "0 MAX. SPAN 48" ISOPAD AT CORNERS OF AHU FLEXIBLE DUCT DUCT HANGING DETAIL SUPPLY DUCT PLENUM /STAND 2" WELDED ANGLE AHU MOUNTING DETAIL ATTACH TO TOP CORD OF JOIST WITH 5/16 NUTS,BOLT, FENDER WASHERS INSULATION STRAP TYPICAL Z -BAR 4 WIRE DUCT HANGING DETAIL TYPICAL CHANNEL 4 STRAP DUCT HANGING DETAIL FRESH AIR DUCT TO WALL CAP OUTLET DUCT BACK DRAFT DAMPER FAN HOUSING 4" MIN. CONCRETE PAD OR FLOOR INSULATING BLANKET PERFORATED SUPPLY GRILLE PERFORATED SUPPLY AIR GRILLE DETIAL RIGHT ANGLE DISCHARGE ATTACHMENT TO STRUCTURE BY ARCHITECT. 5/16 THREAD ROD TO BUILDING STRUCTURE ADJUSTABLE MOUNTED FLANGES CEILING OUTLET DUCT BACK DRAFT DAMPER FAN HOUSING CEILING EXHAUST FAN DETAIL 0 CONDENSER i CONDENSER MOUNTING DETAIL FLEX DUCT TIE WRAP INNER LINER PRESSURE TAP OUTER TOP DISCHARGE CEILING 5/16" SS THRU BOLT WITH FENDER WASHER INSIDE AND OUT W /LOCKNUT. 1" GALV. STEEL STRAP 18 GA. TYPICAL (4) FOUR CORNERS 1/4 "X 2" TAPCON WITH SS FENDER WASHER TYPICAL (4) FOUR CORNERS 5/16 THREAD ROD TO BUILDING STRUCTURE ADJUSTABLE MOUNTED FLANGES GALVANIZED - SURFACE MOUNTED CHANNEL ANCHORED THROUGH THE BACK OF THE CHANNEL PIPE CLAMP NOTES: 1) APPLICABLE FOR CONTROL TUBING 2) APPLICABLE FOR PIPING NO LARGER THAN 1 -1/2" 3) APPLICABLE FOR HORIZONTAL TRAPEZE OR FOR VERTICAL PIPING PIPE / TUPE SUPPORT - DETAIL DRAIN CONN. NIPPLE CLEAN -OUT PLUG TE E PITCH �- RETURN BEND OF TRAP DRAIN PAN TRAP - DETAIL 18 GA. SHEET METAL SADDLE FOR INSULATED PIPES; 1/4" THICK NEOPRENE SLEEVE FOR UN- INSULATED PIPES. OouckL1 E�gDn rOng arc. corralnu enyneern E. PILHUJ P.E. FL REG 49032 3970 nandrewo ave.. rLlauderdale. FL 333 TEL (SSA) 564-5110 FLA. REG. 'E ® a ©M. Simon S Associates, 2004 THIS DOCUMENT IS THE PROPERTY OF M. SIMON & ASSOCIATEF_,ANn $BALL NOT BE REPRODJCED WIT UT TUE Wf ITTEN CON: =kT ) l MOH ASSOCIATES. REVISIONS: DATE: 12.7.04 PROJECT CO CO Ce) .& • )- 9 11-6 me mia2I Z Uj C) O W • r E ARCH /ENG MECHANICAL DETAILS DRAWING BY: )LB SHEET M -2 co 0) L cc X LL O o .� O • c0 10 4c 0 9 N co • O O � U (tS o- cd 0 -k 0 it 10 U 1° CD a) U� -t Q P LL PANEL A 225A MLO 103W 120/240V Wire 0 No. Poles Trip Description Load No. Poles Trip Description Load 0 Wire E #6 A 01 2 60 A/C #1 10600 02 2 50 RANGE 8500 — 2500 A C A E ,8 E,8 E #12 E #6 C 03 — — — — 04 — — — E #10 A 05 2 30 WATER HEATER 4500 06 2 20 SPRINKLER PUMP E #10 C 07 — — — — 08 — — — — C E #12 E #12 A 09 1 15 GENERAL — 10 1 20 APPLIANCES 1500 E #12 C 11 1 15 GENERAL — 12 1 20 REFRIGERATOR 800 E #12 A 13 1 20 GENERAL — 14 1 20 APPLIANCES 1500 A E #12 E #12 C 15 1 20 GENERAL — BATHROOM — 16 1 15 WASHER 1500 E #12 A 17 1 15 GENERAL — 18 1 15 GENERAL — A E #12 E #12 C 19 2 20 A/C #2 3200 20 2 30 DRYER 5000 E #12 A 21 — — — — 22 — — — — #12 C 23 1 20 GENERAL — 24 2 30 AHU #3 5000 C #10 #12 A 25 1 20 GENERAL — 26 — — — — A #10 #12 C 27 1 20 GENERAL — 28 1 20 GENERAL (OUTSIDE) — C A #12 #12 A 29 1 20 GENERAL — 30 C 31 32 C ELECTRICAL LEGEND Wire DOWN SPOT LIGHT RECESSED LIGHT Poles Trip SWITCH DIMMER SWITCH No. EXHAUST FAN Trip DISCONNECT Load 0 DUPLEX RECEPTACLE o 11/111' JUNCTION BOX FLOOR DUPLEX RECEPTACLE TELEPHONE JACK TV CABLE OUTLET C.U. #3 SMOKE DETECTOR ELECTRICAL PANEL GROUND FAULT INTERUPT WEATHER PROOF VAPOR PROOF PANEL V 200A MCB 103W 120/240V Wire 0 No. Poles Trip Description Load No. Poles Trip Description Load 0 Wire #12 A 01 2 20 C.U. #3 (2000) 02 2 200 MAIN — A E #3/0 E #3/0 #12 C 03 — — — — 04 — — — — C A 05 06 A C 07 08 C C.U. #3 2P30 /NF M -1,3(, A-28 WP GFI 4G NEW PANEL 'A LOCATION —2 A-27 V.P. V.P A -25 A -25 V.P. A -27 NEW M STER BATHRO 'M A -25 V.P. NEW MASTER BEDROOM A -25 A -27 A -29 CONDUIT (TYPICAL) RELOCATE EXISTING PANEL 'A' TO NEW LOCATION SHOWN. PROVIDE A NEW JUNCTION BOX IN THIS LOCATION AND SPLICE AND EXTEND ALL WIRES TO NEW PANEL LOCATION. REFER TO PANEL SCHEDULE FOR WIRE SIZE REQUIRED FOR EACH CIRCUIT. PROVIDE FLAT COVER. VERIFY FINAL HEIGHT WITH PLASTA TV LOCATION AND OWNER. AHU #3 2P30 /NF A -24,26 NEW WATER ,HEATER L ❑CATION 7 OUTLET BOX GROUNDING CONDUCTOR (GREEN) EXIST. WATER METER LOCATION RELOCATED WATER HEATER 2P30 /NF A -5,7 DISCONNECT TAPPED HOLE IN BOX ROUNDING SCREW - #10 32x3/8" SLOTTED HEXAGON HEAD. WASHER FACE SCREW (TYPICAL) WIRE NUT (TYPICAL) NOTE: GROUNDING CONDUCTOR SHALL BE CONTINUOUS SO THAT REMOVAL OF DEVICE WILL NOT INTERFERE WITH CONDUCTOR CONTINUITY. GROUNDING RECEPTACLE DETAIL N.T.S. SCREENED PATIO KITCHEN DINNING ROOM LIVING ROOM FRONT PORCH 1 E -1 SCALE' 1' = 10' -0' EX A -25 E A -25 EX SD A -25 EX A -25 ELECTRICAL PLAN BEDROOM 1 BEDROOM 2 BATHROOM 1 BATHROOM 2 * GFCI BREAKER ( 1 I 1- M F PAN l 1 M 1 200A 1 or MCB L #4 GND TO BLDG. STEEL, CWP & DRIVEN GROUND ROD 111 ELECTRICAL NOTES: 1. ALL WORK TO BE DONE ACCORDING TO F.B.C. AND N.E.C. 2002 2. CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. NOTIFY ENGINEER OF ANY DISCREPANCIES AT ONCE. FAILURE TO DO SO AND CONTRACTOR TO PRECEDE AT HIS OWN RISK. 3. MAINTAIN AS— BUILTS ON A DAILY BASIS. SUBMIT 3 COPIES TO ARCHITECT 3 DAYS PRIOR TO ANY REQUIRED INSPECTIONS. 4. ALL CONDUIT TO BE METAL EMT INSIDE AND RIGID ON THE EXTERIOR. P.V.C. WILL BE ACCEPTED PROVIDED THAT THE CORRECT GROUND AS PER N.E.C. TABLE 250 - 66,122 IS INCLUDED. ROMEX WILL BE ACCEPTABLE FOR USE IN INTERIOR ONLY. 5. CONDUCTOR TO BE COPPER THWN OR THHN. NO MORE THAN THREE CURRENT CARRYING CONDUCTORS ARE ALLOWED IN A CONDUIT. 6. ALL EXTERIOR EQUIPMENT TO NEMA 3R RATED. 7. ALL FUSES TO BE BUSSMAN CURRENT LIMITING LPN —RK. 8. PROVIDE 6 SETS OF SHOP DRAWINGS FOR APPROVAL. NO EQUIPMENT TO BE ORDERED BEFORE SHOP DRAWINGS ARE APPROVED. 9. VERIFY ALL NAMEPLATE DATA OF EQUIPMENT FOR PROPER PROTECTION AND LOADS. 10. ALL SMOKE DETECTORS TO BE WIRED TO BATHROOM LIGHTING AND ARE TO BE BATTERY BACKUP. 11. LOAD CALCULATIONS ARE DONE ACCORDING TO N.E.C. 220 -30. 12. ALL BEDROOM CIRCUITS TO BE PROTECTED BY ARC FAULT RATED BREAKERS (AFC!). J ELECTRICAL RISER DIAGRAM N.T.S. AC #1 AC #2 AC #3 SPRINKLER PUMP WATER HEATER RANGE 2 APP. ® 1500W REFRIGERATOR WASHER DRYER GENERAL 2020 SQFT ® 3W SQFT TOTAL PNL A LOAD NEW EXISTING U TOTAL SERVICE LOAD SUBTOTAL 1st 10000W 0 100% BALANCE 21860W ® 40% 2500W 4500W 8500W 3000W 800W 1500W 5000W 6060W 31860W 10600W 3200W 3200W 10000W 8744W 35744W 149A D uckn eralrEErllr cnn uIting Engineers E. PILHUJ P.E. FL REG 42832 3970 n.andrews ave.. ftlauderdale, fL 33309 TEL. C954) 564-5110 FLA. REG. •E8- 0003306 cf rid U O cf) (1) O co N th L � C c . Z N CV 0 o O 4c m in cD 11) N W O c C U co 3c o 7 - 3 6 Ch 0.. ©M. Simon & Associates, 2004 THIS DOCUMENT IS THE PROPERTY OF M. SIMON & ASSOCIATES AND SHALL NOT BE REPRODUCED WRHOUT THE WRITTEN CONSENT OF M. SIMON & ASSOCIATES. w 0 a REVISIONS: A BLDG. —04 -05 DEPT. COMMENTS 02 ARCH /ENG DATE: 12.7.04 SHEET PROJECT ELECTRICAL PLAN DRAWING BY: JLB E -1 CO CO T C) 0) LL 1 2.. ) O ( ) Ih:2004\04300-04399\04359 PEREZ RESIDENCE - M. SIMON & ASSOC\Drawings\04359E1.dwg, 2J4/2005 11:20:53 AM, Loucks Engineering, Inc., All Rights Reserved © 2005 Residence SLOPE OF HORIZONTAL DRAINAGE PIPE SIZE (INCHES) MINIMUIM SLOPE (INCH PER FOOT) 2-1/2" OR LESS 1/4 3 TO 6" 1/8 8 OR LARGER 1/16 RELIEVE VENT DRYWELL SEE DETAIL ON P -3 SH (2FU) 3/4" COND. & AUX. DRAIN NEW MASTER BEDROOM NEW SITTING ROOM NEW MASTER BATHROOM AHU 15TON KITCHEN DISCONNECT SCALE. 1' = 10'-0' NEW 4" SAN. TIE TO EXISTING SANITARY PLAN LIVING ROOM FRONT PORCH DINNING ROOM BEDROOM 1 BEDROOM 2 BATHROOM 1 BATHROOM 2 LINE LEGEND CO WALL CLEAN OUT FCO FLUSH CLEAN OUT FD FLOOR DRAIN FFD FUNNEL DRAIN HD HUB DRAIN FS FLOOR SINK TP TRAP PRIMER SED BCKT SEDIMENT BUCKET VTR VENT THRU ROOF COLD WATER BEER /SODA LINES HOT WATER 110'F WASTE EXIST. WASTE VENT 2" 3 GO i J �2U) SCALE; 1' = cs SANITARY RISER 4 TI ODu k9 Erap r. eerrrg Dm. ccin uItOn Eno ne!,r, E. PILHUJ P.E. FL REG 49832 3970 n.andrewo ave.. rt.lauderdale, 1L 33309 TEL. (5S4) 554 -5110 FLA. REG. •E3- 0003306 SHEET ©M. Simon & Associates, 2004 THIS DOCUMENT IS THE PROPERTY OF M. SIMON & ASSOCIATES AND SI- ALL NOT BE REPRODUcILD WITI OUT THE WRITTEN CONSENT OF M. SL ION i ASSOCIATES.: ' P,WJ ECT M W C ?) 01) co a„ 92 vJ C� • o N Z 0 r E w REVISIONS: ARCH /ENG DATE: 12.7.04 SANITRY PLAN DRAWING BY: JLB P - 1 co 0) N ▪ d' o 0) Cd O 0 ▪ L ^` 0 W r • (8 0 Cn 0 QD 0 C 0 cd _L �L T _ Q U -° 0a) - o .0 czi Q O LL HB 3 /4LAV `(1FU) 3/4 , AV (1FU)! WC (4FU) . 3/4 .7 " — -3/4" P &T AUX. DRAIN_\ NEW MASTER BATHROOM NEW FASTER BEDROOM NEW SITTING ROOM 3/4 1 'i EXTEND EXISTING CW PIPE TO NEW WATER HEATER LOCATION KITCHEN EW WATER HEATER LOCATION DISCONNECT LIVING ROOM FRONT PORCH 1 SCALE: 1' = 10' -0' DINNING ROOM PARTIAL WATER DISTRIBUTION BEDROOM 1 BEDROOM 2 BATHROOM 1 BATHROOM 2 5ZFU) 3/" 3 S AV u) 2 ( iF .3 3/; SCALE: 1' = 10' -0' / PARTIAL WATER DISTRIBUTION RISER LINE LEGEND COLD WATER BEER /SODA LINES • • — HOT WATER 1107 — EXIST. WASTE - VENT CO WALL CLEAN OUT FCO FLUSH CLEAN OUT FD FLOOR DRAIN FFD FUNNEL DRAIN HD HUB DRAIN FS FLOOR SINK TP TRAP PRIMER SED BCKT SEDIMENT BUCKET VTR VENT THRU ROOF / / / PIP xlst1R NEATER ExtE E v�AtE t( D conoult nU enalneern E. PILHUJ P.E. FL REG 49 ®32 3970 n.andrewn ave.. fLlauderdale, fL 33309 TEL (954) 564 -5110 FLA. REG. 'E ®-0003305 co 0) N c ( ▪ d• CD a) 0 x ' O o r M (D (D if) CA M N ° O C O 4c O U o Q a_ ©M. Simon & Associates, 2004 THIS DOCUMENT IS THE PROPERTY OF M. SIMON & ASSOCIATES AND SHALL NOT BE REPRODU„SFD WITHOUT THE WRITTEN CONSENT OF M. SIM(.N & ASSOCIATES _ PROJECT co co T '22 .1 ■ eA ■ � VJ .. I (� cn O W N (n Z CO E T" 2 REVISIONS: VON ARCH /ENG DATE: 12.7.04 WATER DIST. PLAN DRAWING BY: JLB SHEET P -2 IMAM SIZING CHART DIMENSIONS ' TYPE 40. PDI SYMBOLS FIXT. UN; IS A B C 75001 -S A 1 TO 11 1/2 6 -1/2 1 -3/8 75002 -S B 12 TO 32 3/4 8 -3/4 1 -3/8 75003 -S C 33 TO 60 1 11 1 -3/8 75004 -S D 61 TO 113 1 10 -1/8 2 -1/8 75005 -S E 114 TO 154 1 12 -5/8 2 -1/8 75006 -S F 155 TO 3 =30 1 15 -1/8 2 -1/8 HANGER ROD SCHEDULE PIPE SIZE ROD SIZE PIPE SIZE ROD SIZE UP TO 2" 3/8" DIA. 4" THRU 6" 5/8" DIA. 2 1/2" TO 3" 1/2" 6" THRU 12" 7/8" DIA. BENT STRAP 1 1/2 " 3/16" OVER VERT. LESS OF ANGLES BOTTOM BOTTOM CHORDS OF STEEL JOIST STEEL JOIST HANGER ROD SUPPORT NUT HEAVY DUTY CLEVIS HANGER PIPE CLEVIS HANGER SINGLE HORIZONTAL RUNS NO VAPOR BARRIER INSULATION 12 "x12 "x8" POURED CONC. BLOCK WHEN CLEANOUT IS NOT IN PAVED AREA • • 1111111 Dill" 11111111111111111 WALL- TYPE EXTERIOR ELEVATION N.T.S. WELDS N.T.S. FINISH GRADE WEB MEMBERS HANGER NUT ‘' N- STAINLESS STEEL COVER SCREWED TO THREADED \ C.O. PLUG `-- FACE OF WALL PROVIDE VALVE BOX. WITH COVER LABELED C.O. IN PACED AREA *is? •• • ";;V: e• • ;a . - • �• y •; a. • • • ••s •• , . IRON BODY TRAP SCREW FERRULE & AI..I_ IjRASS CLEANOUT WITH COUNTERSUNK HEAD PROVIDE POURED CONC. BLOCK WHEN C.O. IS NOT IN SIDEWALK OR SLAB - IRON BODY TRAP SCREW FERRULE & ALL BRASS CLEANOUT WITH COUNTERSUNK HEAD f II INSERT NUT U HANGER ROD - ONE ANGLE ON EACH SIDE OF WEB MEMBERS REST ON TOP OF BOTTOM CHORDS STEEL f JOISTS BETWEEN PANEL POINTS. SIZE FOR LOAD HANGER ROD LOCKING NUT SUPPORT NUT r HEAVY DUTY CLEVIS HANGER VAPOR BARRIER INSULATION 16 GAUGE ZINC COATED SHEET STEEL SADDLE AT LEAST 8" LONC CONCRETE INSERT CLEVIS HANGER SINGLE HORIZONTAL RUNS WITH VAPOR BARRIER INSULATION PIPE SUPPIRT DETAIL r 0 0 •• . ea: FINISH GRADE MINIMUM 1" SAME SIZE AS COMBINATION "Y" & SEWER -MAX, 1/8" BEND ` SIZE 4" COMBINATION "Y" & 1/8" BEND INTERIOR ELEVATION C.O. IN PAVED AREA TYPICAL CLEA \OUTS DETAIL HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP CONCRETE JOIST i SEE PROJECT PLANS HEAVY DUTY CONC. JOIST CLAMP HANGER ROD CONCRETE JOIST STRUCTURAL STEEL BEAM (SEE PROJECT PLANS FOR SIZE) HEAVY DUTY BEAM CLAMP EYE SOCKET HANGER ROD SAME SIZE AS SEWER - MAX. SIZE 4" STEEL BEAM FINISH GRADE SCALE: NTS CW SIZED AS PER PLAN C SHOCK ABSORBER DETAIL AIR GAP AS PER FBC PLUMBING 802,2.1 3/4" P &T TO EXTERIOR 9 SOV . HEAT TRAP WATTS MODEL 53 HEAT TRAP PRESSURE RELIEF VALVE COLD ROLLED AND SPUN CLOSED AND SEAMLESS 60 PSIG AIR CHARGE TYPE L COPPER TUBE INVERTED HHPP PISTON. TWO EPDM 0- RINGS, PRESSURE LUBRICATED WITH DOW- CORNING FDA APPROVED 111 SILICONE COMPOUND SEAMLESS SPIN REDUCTION LEAD FREE SOLDER JOINT STANDARD WROUGHT COPPER ADAPTER WITH WRENCH HEX SOV I HW SIZED AS PER PLAN - iW Sl ED AS PER PLAN ,HW SIZED AS .PER PLAN 1/2" PRESSURE RELIEF DRAIN TO EXTERIOR. TYPICAL WATER HEATER PIPING DETAIL NTS PLUMBING SPECIFICATIONS 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCE. ALL MATERIALS SHALL BE NEW, FREE OF DEFECTS, AND OF AMERICAN MANUFACTURE, ALL REQUIREMENTS AND MATERIALS SHALL BE AS PROVIDED FOR ORIGINAL BUILDING AND AS INDICATED IN THESE DRAWINGS AND SPECIFICATIONS. 2. SANITARY, WASTE, VENT, AND STORM PIPING SHALL BE CENTRIFIGAL CAST IRON BELL AND SPIGOT BELOW GRADE AND NO -HUB SYSTEM WITH STAINLESS STEEL COUPLINGS ABOVE GRADE EXCEPT VENTS ABOVE GRADE MAY BE SCHEDULE 40 GALVINIZED IRON. WHERE ALLOWED BY LOCAL AUTHORITIES DWV PVC MAY BE USED INSTEAD OF CAST IRON AND GALVANIZED. 3. CONDENSATE DRAINS ABOVE GROUND SHALL BE INSULATED COPPER TYPE "M" OR DWV BELOW GROUND AS SPECIFIED FOR SANITARY PIPING. 4. POTABLE WATER PIPING BELOW GROUND SHALL BE TYPE "K" SOFT TEMPER AND HOT AND COLD WATER PIPING ABOVE GROUND SHALL BE TYPE "L" HARD TEMPER COPPER TUBBING WITH WROUGHT COPPER FITTINGS AND SOLDER -FREE JOINTS. POTABLE WATER PIPING SHALL NOT BE INSTALLED BELOW ANY FLOOR ON GRADE OR FILL. 5. PIPE SUPPORTS SHALL BE PROVIDED TO BE COMPATIBLE WITH PIPING, INSULATION, STRUCTURE, AND COMPENSATE FOR CONTRACTION AND EXPANTION. 6. THE CONTRACTOR SHALL CONNECT TO ALL EQUIPMENT FURNISHED BY THE OWNER. 7. EACH NEW FIXTURE AND EQUIPMENT SUPPLY SHALL BE PROVIDED WITH A SUPPLY STOP OR SHUT -OFF VALVE AS APPLICABLE. 8. WATER HAMMER ARRESTER INSTALLED PER PDI -WH 201 /SECTION 604.9 STANDARDS SHALL BE PROVIDED. 9. PROVIDE DIELECTRIC FITTINGS IN ALL PIPING SYSTEMS WHERE CONNECTING DISSIMILAR MATERIALS AND PROTECT AGAINST CONTACT OF DISSIMILAR THRU -OUT THE INSTALLATION. 10. INSULATE ALL HOT WATER, CONDENSATE DRAINS, AND WATER COOLER WASTES PROVIDED. 11. INSULATE HOT WATER PIPING WITH 1" ARMAFLEX INSULATION. 12 INSULATE ALL AIR CONDITIONING AND REFRIGERATION CONDENSATE DRAINS IN PLENUM AREAS. FINISH WHERE EXPOSED WITH 2 COATS OF WHITE LATEX PAINT ALL AS PER THE MANUFACTURER'S INSTRUCTIONS. 13. ALL HOSE BIBBS AND HOSE CONNECTIONS THIS PROJECT SHALL BE PROVIDED WITH VACUUM BREAKERS. 14. ALL WATER PIPING PROVIDED SHALL BE TESTED AT 100 PSIG MINIMUM HYDROSTATIC PRESSURE FOR A MINIMUM OF 4 HOURS. 15. ALL SOIL, WASTE, VENT, AND STORM PIPING PROVIDED SHALL BE TESTED WITH A 10 FOOT HEAD OF WATER. WATER LEVEL POINT OR HYDROSTATIC PRESSURE GAUGE, WHERE ALLOWED BY LOCAL AUTHORITIES, SHALL REMAIN UNCHANGED FOR A MINIMUM OF 4 HOURS. 16. CONTRACTOR SHALL OBTAIN APPROVED MANUFACTURER'S INSTALLATION DRAWINGS FOR ALL EQUIPMENT AND CASEWORK AND CASEWORK DIMENSIONED ROUGH -IN LAYOUT PRIOR TO PROCEEDING WITH ANY WORK. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIXTURE, CASEWORK, AND EQUIPMENT ROUGH -IN DIMENSIONS AND CORRECT FLOOR AND WALL PENETRATION. 18. SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND EQUIPMENT TO ARCHITECT FOR APPROVAL PRIOR TO PURCHASE. 19. CONTRACTOR SHALL PROVIDE ALL SYSTEMS INDICATED IN THESE SPECIFICATIONS ON THE DRAWINGS AND AS REQUIRED TO COMPLY WITH LOCAL CODES AND ORDINANCES AS APPLICABLE TO COMPLETING WORK FOR INTENDED OCCUPANCY. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS FOR CONTRACTOR TO PROVIDE A COMPLETE AND OPERATING INSTALLATION INCLUDING ALL OBVIOUSLY NECESSARY ITEMS EVEN THOUGH ITEMS ARE NOT INCLUDED ON THE DRAWINGS OR IN THE SPECIFICATIONS. 20. THE CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID AND COMPLETELY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS BEFORE PROCEEDING WITH THE WORK. 21. PROVIDE TEMPORARY POTABLE WATER SERVICE AS REQUIRED ON SITE FOR ALL TRADES. 22. VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. 23. CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMEDATE THE WORK BY THIS CONTRACTOR, AND REPAIR ALL FLOORS, WALLS, ETC. DAMAGED BY SUCH CUTTINGS. ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT TO LANDLORD AND STRUCTURAL REQUIREMENTS, AND FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP REQUIRED OF APPLICABLE TRADES FOR THE BUILDING. 24. PROVIDE AN ACCURATE LAYOUT, GRADES, AND ELEVATIONS; SET SLEEVES AND OPENINGS IN AMPLE TIME; TAKE PROPER PRECAUTIONS TO PROTECT ALL WORK AND EQUIPMENT FROM DAMAGE INCLUDING EXISTING. 25. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCES WITH THE PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. 26. PROVIDE FIXTURES AND WATER HEATERS AS INDICATED ON DRAWINGS. 27. CONTRACTOR SHALL PERFORM AND /OR PAY FOR ALL TESTS INDICATED AND REQUIRED FOR ALL SYSTEMS PROVIDED. 28. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TAXES REQUIRED TO INSTALL AND COMPLETE SYSTEMS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. 29. AT COMPLETION OF WORK REMOVE ALL RUBBISH AND DEBRIS CAUSED BY THIS WORK AND THOROUGHLY CLEAN ALL RELATED FIXTURES AND EQUIPMENT. 30. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN 1 (ONE) YEAR FROM DATE OF ACCEPTANCE. 31. CONTRACTOR TO KEEP ACCURATE AS- BUILTS AND SHALL SUBMIT TI -:REE (3) COPIES TO ARCHITECT /ENGINEER SEVENTY TWO (72) HOURS PRIOR TO FINAL INSPECTION. 32. CONTRACTOR TO NOTIFY ARCHITECT /ENGINEER IMMEDIATELY UPON ANY DISCREPANCIES, IF FOUND. P /7 . Onuckri enulneeronCg Dnc. Earn EnOnenn E. PILHUJ P.E. FL REG 49E132 3970 n.andrewo ave., rt.lauderdale, tL 33309 TEL. (954) 564-5110 FLA. REG. +E0- 0003305 ©M. Simon & Associates, 2004 THIS DOCUMENT IS THE PROPERTY OF M. SIMON 6 ASSOCIATES AND SHALL NOT BE REPRODUCED WITHOUT THE WRITTEN CON;,E. f, CF M. SIMON & ASSOCIATES. ...• w 0 w : PROJECT. CO M CO LL _a 0 0 ( ) • CCS REVISIONS: ARCH /ENG DATE: 12.7.04 PLUMBING NOTES & DETAILS DRAWING BY: JLB SHEET P -3 2" -- 71.750 ' - - , - 7 1/2" .750 Aux r 1 (it+) pro) 1' \1 \ / 5 1/2" / ( / / / / / / / / 2 POINT LOCK OPTION \ \ \ \ \ \ \ \ \ \ : , \ \ \ \ \ \ \ \ / / / / / / / / / / 13.5" 1 i 13.t — I - I 5 1/ ,2" 1 + -4 F'- -13 "- 7 1/2" -..-i -4-- 1 7 1/2" 95.750 MA. 7 1/2" -- 37.500 POINT \ LOCK OPTION 1 -- 13" ---. X MAX. ON CENTER TYP. HEAD & SILL 7 1/2" 5 1/2" 7 13.5" 13.5" TYP. MAX. 5 1/2" 1 SEALANT ON FRAME CORNERS & PANEL CORNERS 71 95 7 1 MAX. ON CENTER TYP. HEAD & SILL Robert L. Clark, P.E. P.E. #39712 Structural XX Revisions: 0) added 2pt. lock info Material: Revsd By: D.B. Date: 11/17/00 Drawn By: D.B. Chkd By: " Date: ' 2/16/9 TYP. MAX. 2" SEALANT ON FRAME CORNERS & PANEL CORNERS 1.) GLAZING: .401/.464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: 3o) .464 LAM.: +75 P.S.F. -75 P.S.F. 3b) .401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 7 1/2" FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 Tolerances Unless Noted: Fractions: ± 1/64 Decimal .00: f Decimal .000 t Angular. t 1 Series/Model: SWD -101 Description: French Door — X, XX PGT NO: LARGE M /SSLE IMPACT DOORS 1070 Technology Dr. Nokomis, Fl. 34275 VENDOR NO: Scale: � PRODUCT RENEWED ACCEPTANCC No, CI 1-. G 4 t1, o 4 EXPIRATION DACE .E4 41 417 Ze4/ (� By \5k4 ; c.LL,4 otopix: r o�otitt a vis oti Ile (WINO coo COMF;I OF iCE Sheet: 1 of INDUSTRIES Drawing No. 971 Rev; 95.750 93.625 .489 EXTERIOR ROUGH- OPENING 4.000 SEE SHEET 3 FOR ANCHORS .250 — i MAX. SHIM SPACE ROUGH OPENING 4 84 3/4" DAYLIGHT OPENING MAX. SHIM . 250 SPACE 1.479 t VERTICAL SECTION INTERIOR 1.489 .250 f MAX. SHIM SPACE I ROUGH OPENING 34.625 TYP. BOTH PANELS ACTIVE PANEL 25" DAYLIGHT OPENING ,ehr Ro rt . Clark, P.E. P.E. #39712 Structural HORIZONTAL SECTION Revisions: D) added 2 pt. lock info Material: Revsd By: Dote: D. B. 11/17/00 Drawn By: INTERIOR D. B. 71.750 EXTE "IOR Chkd By: Date: Dote: 2/16/98 Tolerances Unless Note riUn k 1/64 Decimal .00: Decimal .000 k Angular t 1' Series/Model: SWD - 101 Description: PCT NO: INACTIVE PANEL VENDOR NO: 1070 Technology Dr. Nokomis, Fl. 34275 Scale: Sheet: 2 af4 , French Door — Elevations - -J'-_— .250 MAX. SHIM SPACE 1.480 PRODUCT .R.ENEWED ROUGH OPENING AV EPT4Q No. dt" ('4 \1, bq EXPIRATION DAYS . N EMQ€ ZZ py \ S" Lt:A PttQOt�( e VISION E&rtLDINO QQMI1S * CE OH 4C INDUSTRIES Drawing No. 971 Rev: l ® �� � � I 1/8 ANN. — t)90 —► . wrauYER r � 3/16 ANN. --..-1 3/16 ANN. .090 �maLtru 3/16 ANN, ---1 J[� I NI I . . i' i 0 0 e_P 9 0 ('. 0 ��C 111 `I' I j ` ° r"�J! 1.489 't 1,489 --SEE DET A' ; 1 .250 T M AX. SHIM 3.000 . ,250 T MAX. SHIM INTERLAYE3 k 14 SPACE ■. A , ..I1 — ► " 14 c SPACE : . : .464 LAM. W /MONSANTO • 3.000 SAFLEX PYB OR .401" LAM. W /DUPONT BUTALITE INTERLAYE8 OR 464 LAM. W /DUPONT BUTALITE INTERLAYER e SEE NOTE 3 ON SHEET 1 SEE NOTE 3 ON SHEET 1 DESIGN PRESSURE RATING: ±60 psf, DEIGN PRESSURE RATING: ±75 psf, IN Il k 3 POINT N LOCK � lJ : II ISr ASSY, 2 P0/NT ∎ LOCK W ASSY, ' PRODU RENEWED 3 E XPIRAT1C1`! DATE N° / i 5 L d E(2 22, 21106 t3y � Sltia ` . � �k o, •••••••°11°11/11.1.°H°.°°°°7°./°°°°°°//<> 0 ® 1z a Q ®" Revisions: Tolerances Unless Noted; 1070 Technology Dr. Nokomis, Fl. 34275 ! N D U STRI ES D adde 2 t loc info F : y64 Deaknai .000 t f ,� lo `� Co l� m / /r DETAIL 'A' / ,.* \ d �( ' m ,angular: 1. Series/Model: Material: SWD -101 Description: � K t � I 01•41 Revsd B y Date: 11/17/00 Chkd Date: French Door Exploded /Glazing D.B. PCT NO: VENDOR NO: Scale: Sheet: 3 of 4 Drawing Na. 9 7 Rev: Robert L. Clark, Padywn By P.E. #39712 D.B. Date: 2/16/98 l 1/4' TAPCON TYP. HEAD TYP. JAMB TYP. SILL 2 K WOOD �63 112 FLATHEAD TYP. HEAD • .i • '; d . 1/4' TAPCON BUCK TYP. JAMB .33 MAX. t 0 Robert L. Clark, P.E. P.E. #39112 Structural l ITEM DESCRIPTION 1 DOOR HEAD /SILL 2 DCOR JAMB (HINGED) 3 DOOR ASTRAGAL 4 .250 x .187 FINSEAL STRIP 5 DOOR W —STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 GLJZING BEND (ROLL FORM) 9 OUTSWING THRESHOLD 10 5/16x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 13 5/16x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 16 STRIKE PLATE INSERT 17 10T374 SCR. FLT. HD. PHIL 18 HINGE ASS Y. 19 1Ox.625 FLT. HD. PHIL 20 1Cx1 21 TCP 22 6x1 2 23 8x 1 2 CR. PN HD. QUAIS 24 SEAM SEALER 25 LGCK SUPPORT ASSY. 26 6x4 FLT. HD. PHIL. 27 .200 x .190 QLON 28 .375 x .190 QLON 29 3 POINT LOCK ASS Y. 30 LOCK 31 LCCK 32 DEAD —BOLT LOCK 33 .401 LAM. W MONSANTO 34 SIIJCONE 35 j/12 Ph. Pn. SMS 36 1/ 4 ° TAPCON 37 .401 LAM. W DUPONT 38 .4 LAM. W DUPONT 39 .464 LAM. W MONSANTO 2 FLT. HD. PHIL. BOTT. SLIDE BOLT LOCK FLT. HD. PHIL. 40 2 POINT LOCK ASSY. 41 18 x .75 Ph. Fl. Tek Revisions: D) added 2 pt. lock info Material: Raved By: D. B. Drawn By: D. B. Date: 11/17/00 Chkd By: Dote: Date: /16/98 V. T. # 60375 60376 60377 67924G 8 (2 /each door top & bot. rail] 60379 60380 60411 65170 61069M 6T OD • 4 f/door top & bot. rail 60378M 8 2 ea. door top & bot. rail 7WASHA 8 2 /ea. door top & bot. rail 7JNUTA 8 2 /ea. door top & bot. rail 41722W 7955X 41721 71034A 7FRMOW 71058FP 710X12PPW 41720 7612FW 78112A 6SM55W 4UBLOK 3 7634F 6 6Q200K 5 6Q300W 4 FD3PTAY 1 7LOKAP 1 7LOKIP 7BLTIP 62899C 7834FPT PCT N0: 6 (3 frame iambs) 26 6 /hinge — hinge —door Jamb 30 5 /hinge &hinge —frame Jamb 2 (1 ® top /bot. of I.h. astragal 4 2 slide bolt locks 12 6 /head & sill Description: QTY. /DESCRIPTION 1 lock 2 lock support assy.) 1 /astragals,fr. jambs & headj 1 astr• •als & frame jambs) t r.h, astragal) r.h. astra al 1 (® r.h. astragal 1 (® r.h. astragal Tolerances Unless Noted: Fractions: t 1 /64 Decimal .00: Decimal .000 Angular: t 1' Series/Model: SWD -101 (® r.h. astragal) VENDOR NO: Scale: 1070 Technology Dr. Nokomis, Fl. 34275 Sheet: 4.14 ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX ALUMAX VENDOR FLORIDA SCREEN FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCORP PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES MERCHANTS FASTENER HARLOC AARLOC HARLOC H. P, G. DOW CORNING H.P.G. _ H.P.G. H.P.G. POT INDUSTRIES SPENCER PRODUCTS PRODUCT RN RgNvitifrgb twain—ANC ! tici. y` 1— t'-'41'1 .0 ' EXIIRykTION rt Norer -tr3e 2 Z / 2ce :VW\S I � a 03r i,MYri French Door — Anchorage eB. O.M. Drawing No. 971 VENDOR AF -10375 AF -10376 AF -1037/ F37924 -187 AF -10379 AF -10380 AF -12376 AF -12375 AF -10378 41722W 41721 41720 FASTEC INDUSTRIAL SCHNEE MOREHEAD SM5504 PGT INDUSTRIES 4UBLOK FASTEC INDUSTRIAL SCHLEGEL CORP. Q200X190 SCHLEGEL CORP. J75x190 PGT INDUSTRIES FOJPTAY 100 880 820 899 INDUSTRIES Rev; D 582 N W. 7th STREET, SUITE 202 4%AMf, FLORIOR 33126 ELEPtiONE: (30,) 264 - 2660 =AX:(305)264 -0229 /610 0 /O /' / d /2 2c.ice /7 " 1 Nima nru nni 3 LAND SURVEYORS BOUNDARY SURVEY scale 1" ) �� `/D.4--r, Jr „izzz /( JJ av K. 1, �p 0. /o 7 Y3 (4 . C ,b12 4 L0j ‘0 ,z---sLo<-,t- /7g END OF -" C.L.F. ..F. EAST 2' 35' 5' - SEPTIC SETBACK 9' 7" 9' -7" J 5' - EP'T1C SETBACK NEW429SQ.FT. RESERVE DRAINFIELD. 43' -3" (TO BE WITHIN DOTTED AREA) 9' -7" SEPTIC SETBACK 12.5' COVERED AREA N L I N 11.9' COVERED CARPORT CONCRETE DRIVEWAY 1 N89° 30'00 "E 75.00' L STEPS 9. 31' -10" 4' C.L.F. rn i (y 27.2' HEDGE MODIFIED 429 SQ. FT. RESERVE DRAINFIELD. 900 GALLON EXISTING SEPTIC TANK ONE STORY O C.B.S. DWELLING •- LOT 19 BLOCK 178 COVERED ENTRY 14.2' 27' -10" N89° 30'00 "E 75.00' A I r c n l 1 r..• c 'T NC PAD 15.7' 20.0' 0 PLANTER WALL 28' 10' 15' WIDE Ali EY 4' C.L.F. WEST 0.5' LIGHT POLE LOT 20 BLOCK 1 to A.C. REFRIGERATION LINE'S RUN DOWN IN METAL WALL FLASHING TO CONDENSING UNIT. CONDENSER MOUNTED ON 4" MIN CONCRETE PAD (TYP.) 6" EXHAUST AND VENT WALL CAP WITH BACK DRAFT DAMPER, BUG SCREEN CU.1 1.5TON A.C. REFRIGERATION LINE'S IN CEILING SUFFIT TO AHU. EF.1 j/ rJ s O 80 CFM N rV 3A IL F1 i 6x20, TRANSFER RETURN GRILLE NEW SITTING ROOM 8x10 2W 90 CF 1.5TON ACCESS PANEL BELOW SCREENED PATIO FRONT PORCH SCALE: 1/4" = 1' -0" MECHANICAL FLOOR PLAN NORTH FHV.AC. LFGE\ FIBERGLASS DUCTWORK FLEX WITH SPIN IN COLLARS/M.V.D. DIFFUSER RETURN AIR GRILLE THERMOSTAT RETURN AIR GRILLE EXHAUST FAN LINEAR DIFFUSER TRANSFER GRILLES TRANSFER GRILLES H.V.A.C. \ OTES: DUCTWORK: RIGID FOILFACED 1.5" R= 6 SUPPORT 48" 0.C. ALL TURNS AND TRANSITITONS PRESSURE TAPE AND MASTID SEAL ALL SEAMS AND JOINS. FLEX UL CLASS ONE AIR DUCT R= 6 SUPPORT 48 "O.C.. SPIN IN COLLARS WITH M.V.D. TIE WRAP INNER LINER AND PRESSURE TAPE AND MASTIC SEAL OUTER LINER WITHOUT COMPRESSING INSULATION EXHAUST FAN EF1 : BROAN MODEL S5OUE, 52 CMF © 0.1" SP 120V, 19W DIFFUSERS: METALAIRE SERIES AS NOTED ON DRAWINGS WITH O.B.D. RETURN GRILLES: METALAIRE SERIES RHF. THERMOSTAT: PROGRAMMABLE HONEYWELL 1. ALLWORK TO CONFORM TO F.B.C. AND S,M,A.C.N.A. STANDARDS 2. REVIEW COMPLETE DWGS PRIOR TO SUBMITTING BID NOTIFY ENGINEER OF ANY DISCREPENCIES AT ONCE. 3. MAINTAIN AS- BUILTS AS REQUIRED. SUBMIT 3 COPIES TO ENGINEER. 4. SUPPLY 6 COPIES OF SHOP DWGS FOR REVIEW TO ARCHITECT. NO EQUIPMENT TO BE ORDERED PRIOR TO THEIR APPROVAL 5. COMTRACTOR TO COORDINATE WITH OTHER TRADES THE INSTALLATION OF EQUIPMENT AND MATERIALS. 7. CONTRACTOR TO REMOVE ALL WASTE AND DEBRIS AT THE END OF EACH DAY. EXHAUST FAN CALCS ASHRAE 62 -89 ZONE 1 - ADDTITION 0.35 AIR CHANGES PER HOUR = 64 CFM 50 CFM / WC -UR X 2 X (0.5)* = 50 CFM OUT SIDE AIR REQUIRED OUT SIDE AIR PROVIDED A.C. #1 a 7 0 R.A.G. EF LD 65 CFM 100 CFM NO' >, fI 2005 '.Fn•rUF, * r MIAMI SHORES VILLAGE N44.44] di )115 uckn er Dreerl Or cnncluIt nU Efl Ifl f n E. POLHUJ P.E. FL BEG 4882 3370 nand ave.. FUEauderdaEa rL 33303 TEL. (SS4) SE4 -5110 FLA. REG. 6 EO - 000330S 1 AMER COMMENTS 10 -19 -05 co N a 0 f .- c� Ln N co c U 0 C co • ( ,p it 0 V+ cd U "° $1.) O r 0 M. Simon & Associates, 2004 THIS DOCUMENT IS THE PROPERTY OF M. SIMON & ASSOCIATES AND SHALL NOT BE REPRODUCED VfTHOUT THE WRITTEN CONSENT OF M. SIMON & ASSOCIATES, cD •L 1.70 ' . . Co ,_ ..:,. 0 O 8 0 I N Z • a MECHANICAL PLAN