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RC-5-12-954_Plans E - - - - - - - - - - - - LEGEND. CONSTRUMON NOTES DENOTES TYPE OF WINDOW - Emilio ��� BATHS AND LAUNDRY ROOM FLOORS (ENTIRELY) MUST SEE DETAILS SCHEDULES IN THIS PAGE. _ - - - - - - - - - - - - - - - - - 0 HAVE AN UNDERLAYMENT OF WATERPROOFING DENOTES TYPE OF DOOR MEMBRANE. SEE DETAILS SCHEDULES N . 1v E. 1 0th PLACE . 2 SHOWER GLASS DOORS OR ENCLOSURES TO BE GLAZED WITH 0 IN THIS PAGE. � 50' PUBLIC RIGHT-of-WAY. �� O CATEGORY II SAFETY GLAZING. N 22' ASPHALT PAVEMENT. N W D. 0 EVERY BATHROOM DOOR SHALL BE SUCH THAT CHILDREN CAN OPEN 7® 14' PARKWAY. THE DOOR FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED. 4, o, 15'-0' 67'-0"•- . :_ . t _ O SHOWER & TUB WITH FLOORS & WALLS IN 72" H.) DENOTES NEW CONC. BLOCK WITH TILE OR NON ABSORBENT MATERIALS E G E.C. ASSOCIATES INC 7 5.0 O (R&M) EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN DENOTES EXISTING CONC. BLOCK b� T -_ r Y, T" 0 N THE DOOR FROM INSIDE THE CLOSET. EXTERIOR WALL G k 2 G ASS OPEN Cam, c - - - - - DENOTES EXIST. INTERIOR WALL. E L �� Q •y T i ,�, 'c CONCRETE � ► J fir,, y� s , .G� � i�' r' � •� � 1 7 E V Y.; a♦ ;>,,2 .; r•, ,:r:., ', s a a,. N� �Nf�* l TON. DENOTES NEW PARTITION: . ..` •+� 9,750.00 SQ. FT. - - - - - g 14811 S.W. ft Law ..s LOT AREA TOTAL FOOTPRINT AREA. 2,042.00 SQ. FT. MI 8 33194 LEGAL DESCRIPTION TPF y 1/r. 305480-7888 SCOPE OF WORK � �• - _ _ - ._ 5'-0" I LOT 18, BLOCK 5 OF "MIAMI SHORES ESTATES", ACCORDING HuAg"' USEn � i THE PROPOSED SCOPE OF WORK CONSISTS OF TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 47, PAGE 58, OBTAINING PERMITS FOR: ONE STORY OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. - _ _ _ _ _ - - - _ 4811 (QOM ONESTOR 1) INTERIOR RENOVATION: ALTERATION LEVEL # 2, I GARAGE CONVERSION INTO: U I AO%C 10.57' 102 - CHANGE OF USE TO NEW BEDROOM #3. `. NG- - CHANGE OF USE TO BATH # 2. E Soil Statement: E w Ln �y �°" - ^ x- THE ENGINEER HAS VISITED & OBSERVED THE SITE AND FOUND E ir °Ln a 1 I SM OF DEMOLITION. THE FOUNDATION CONDITIONS ARE SAND AND LOOSE ROCK, - o; WHICH ARE SIMILAR TO DESIGN BASIS. FURTHERMORE, UPON -n m O i❑ O REMOVE EXT OVERHEAD DR & TRACK (W=9'-O" & H=7'-0"). j o soo CAL I o BREAKING OF GROUND, A LETTER SHALL BE SUBMITTED TO THE j G I 10.02' SEPTIC I m B - -C O I v>: I N - TANK. BUILDING OFFICIAL VERIFYING AND ATTESTING THAT THE SITE 0 Mp 02H 0 pI`� CONDITIONS ARE SIMILAR TO THOSE WHICH THE DESIGN WAS O ° BASED ON. ASSUMED BRG. CAP. IS 2000 P.S.F. Q GARAGE - - t ' .`.:; O I DRAWING INDEX. H U E E vi �.r _ a, f• 325 S.F. 1 �] (� ' f A c� INTO NEW „;i` .i.,,. DRAINFIELD ARCHITECTURE D• N o I I •''.G':;,k':x^S':''...,;�. ';CON C. I ' � � , :; E ' T Q T I y ; �: A-1 SITE & FLOOR PLAN, SCHEDULES, NOTES & DETAILS. NOTE: JOISTS TO , A-2 ELEVATIONS, ARCH. & STRUCTURAL DETAILS, EXPOSED L L, „� LAUNDRY CLG g (sl ELECTRICAL & MECHANICAL.F Y xa .. 0 �, o ... PC o ME-1 ELECT. PLAN & NOTES; MECH• PLAN, NOTES & DTLS x .. ti,.t;.. z f1l Z ;` x w PLUMBING. .:�; I Y I :•r;;: �.: z P-1 PLUMBING PLAN NOTES & DETAILS. L Z z t' . DEMO CANVAS CARPORT z E S +� a x ::+': R= _ T WALL:R-1 c ' ,: ' a� v - '. . LOT 18, BLOCK 5 I GARAGE CONVERSION = h r t�z c "MIAMI SHORES ESTATES" CL x = INTO BEDROOM - E �I y '? P.B. 47 PG. 58 �p GENERAL NOTES ' q O e.�Y...,�•.,� 193,82 S Ft. I I I L NUMBERS OF ADDRESS 'SHALL BE VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY AND L0 SHALL BE A MIN. OF 3" IN HGT. II L- 2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPERATE THE DOOR FROM THE INSIDE ° A WALL:R-6 CLG: R-30 -•" .0 OF THE CLOSET NOA:12:0320.06 »• -� I �, F.F.E, 10.02' 3. NOT USED +67.0 PSF _ D 75.00' (R&M) 4. NOT USED. -72.4 PSF N.G.V.D. 10' ASPHALT PAVEMENT. 5. PROVIDE FOIL BACK INSULATION AT EXTERIOR WALL. cI 12" x 12 0 SOFFIT 15' ALLEY. 6. PROVIDE 1X2 FURRING STRIPS 16" ON CENTER WITH ONE CUT NAIL EVERY OTHER COURSE OF MASONRY WALL, B.C. SOFF=7' AFF 7. ALL PARTITIONS SHALL BE METAL STUDS AT 16" ON CENTER 25 GAUGE MIN. I I MARK DATE DESCRIPTION - - - - - - - - - - - - - - - - - 8. NOT USED O I 1- I I 8 1 3-0 CLEAR OPENING AREA A.B. AS-BUILT 9. PROVIDE HOSE BIBB SEE DETAIL ON PLUMBING SHT. I © '� I ?5.7 SQ. FT. 10. ALL PLUMBING FIXTURES MUST COMPLY WITH WATER CONSERVATION. 4),/ I R.A.P. REVISION AFTER PERMIT B.D,C. BUILDING DEPT. COMMENTS „ 11. NOT USED • C.C. COORDINATION CHANGES SCALE: 1/16"= 1 -0 N 12. ALL CLOSET SHELVING SHALL BE WIRE VINYL COVERED TYPE. 0 7-8 °' P.S. PERMIT SET NEW ® j I E E EGRESS WINDOW NOTES: D.D. DESIGN DEVELOPMENT EXIST. W.F.-16 X 10 - BATH. I WINDOW SHALL BE OPERABLE FROM THE P.H. PUBLIC HEARING r INSIDE WITHOUT THE USE OF TOOLS AND PLUMB. 1. CL' i `� PROVIDE A CLEAR OPENING OF NOT LESS GENERAL REQUIREMENTS WALL, ® I Sc: 8" x 12" CONC COLUMN W/(4) THAN 20" IN WIDTH, 24" IN HEIGHT AND #5 & # 3 TIES 0 6" O.C. 5.7 SQ. FT. IN AREA. THE BOTTOM OF Engineer:BE 1, WORK SHALL COMPLY WITH THE FOLLOWING: AN 414DOOFF THE OPENING FLOOR. NONPART OF RE 1 t�1 0 /c as EXIST WD JOISTS A. THESE GENERAL NOTES (UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS). `-- ---- O------------'--'-------- --'-' -------J\� THE OPERATING MECHANISM SHALL BE ���' �� ...,�.r�sT " BUILDING ODE 2010. S n S v v HIGHER THAN 54 OFF THE FLOOR: 0e� 0 16 O.C. B. FLORIDA B C 9-0 � EXIST. W.F.-16 X 10 ,\cE11 C. ALL APPLICABLE LOCAL AND STATE CODES. ORDINANCES AND REGULATIONS. D. NATIONAL ELECTRIC CODE, OSHA AND NATIONAL FIRE PREVENTION ASSOC. SEE SHT P-1 FOR SHOWER DTL � 5 v "r NO, 4' ' 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE SCALE, 4 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGOUT THE JOB UNLESS RESPONSABILITY OF THE TOP OF FIN. FLOOR . GENERAL CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENT OVER OTHERWISE NOTED OR SHOWN. ELEV. 0'-0. ,5 TE 4. ALL CONDITIONS AND APPLICABLE OFICATIONSF THE BETWEEN THE SUBCONTRACTOR FLOOR PLAN EGRESS WINDOW DETAIL I . AND BUILDER SHALL GOVER N ALL SEC 1/2" DRYWALL 3-5/8" x 25 GA MTL 5. ALL WORK THAT IS IMPLIED OR REASONABLY INFERABLE FROM THE CONTRACTOR DOCUMENTS, DRAWINGS, SCALE: 1/4"= 1'-0' - �SI�rVAL CEILING TOP PLATE AND SPECIFICATIONS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL DRAWINGS AND SPECIFICATIONS ARE DIRECTED TO THE ATTENTION OF THE CONTRACTOR AND THE INCLUSION DOOR SCHEDULE LE OF ANY WORK BY MENTION" NOTE OR DETAIL. ITEMIZATION OR IMPLICATION, HOWEVER BRIEF MEANS THAT THE EMILIO CASTRO INTERIOR PARTITION CONTRACTOR SHALL PROVIDE AND INSTALL SAME, ALL WORK PERFORMED TO BE PART OF A COMPLETE PACKAGE SEAL 3-5/8" x 25 GA MTL STUDS WITHIN THE DEFINITIONS OF NORMAL INDUSTRY STANDARDS. 8" C.M.U. WALL 2 x 4 STUD NO. $1 'E DOOR wa OR 2"X4" #2 SP WD STUDS 6. ALL PERMIT, INSPECTIONS, APPROVALS, ETC. SHALL BE APPLIED FOR AND PAID BY THE SUBCONTRACTOR i/2" DUROCK 1 " DRYWALL AT 16" O.C. IN ALL FIELDS OF HIS WORK, AND SHALL BE RESPONSIBLE FOR THE COORDINATION OF INSPECTION AND /2 W H T MAT QTY TYPE MAT SILL THRESH: 1/2" DRYWALL APPROVALS OF HIS WORK PRIME BUILDING PERMITS SHALL BE OBTEINED BY THE GENERAL CONTRACTOR. BOTH SIDES 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL 1 x 4WD, P.T. BACKING O 2'-8' 6'-8" 1 3/8" WD 1 SWING WD WO - FOLLOW ALL ACCEPTED METHODS OF SAFETY PREC110E AND PROVIDE ALL FENCES BARRICADES ETC. AS MAY 1 x 4 WD. BACKING BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THIS WORK: HE SHALL REPAIR AT HIS OWN COST AT 33.5" ABOVE AT 33" ABOVE - ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION, FINISH FLOOR �� FINISH FLOOR O 2'-6" 6'-&" 1 3/8" WD 1 SWING WD WD 8. DISCREPANCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT THROUGH INSPECTION OF 30 3'-0" 6'-8" 1 3/8" WD 1 SWING WD WD THE SITE, THE DRAWINGS AND SPECIFICATIONS, SO AS TO THOROUGHLY UNDERSTAND THE WORK. ANY AND ALL DISCREPANCIES AND OMISSIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF ANY O VARIES VARIES VARIES VARIES 12 VARIES VARIES VARIES VARIES WORK. IT IS THE RESPONSABILITY OF THE CONTRACTOR TO INSURE THAT DISCREPANCIES OR OMISSIONS ARE REPORTED AND CLARIFICATION OBTEINED FROM THE ARCHITECT PRIOR WORK BEING DONE, ANY WORK THAT PROCEEDS OTHERWISE SHALL BE, IF INCORRECTLY PERFORMED, REPLACED OR REPAIRED WITH THE COST OF THE SAME BEING BORNE BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR COORDINATION: SCHEDULE plot date: 9. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE 33-1/2" ABOVE WINDOW SCHEDULE lJ BASEBOARD ON 3-5/8" x 25 GA MTL DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITION THAT FINISH FLOOR BOTH SIDES TRACK ARE SHOWN OR NOTED. FOR ANY CLARIFICATIONS IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO 33-1/2" ABOVE MARK SM SILL QFY TYM FRAME MC)®EI. OLA23NO 02/17/2012. CONSULT THE ARCHITECT BEFORE PROCEEDING NTH ANY WORK IN QUESTION: FINISH FLOOR 2 x 4 P.T. WOOD PLATE 10. BEFORE COMMENCING WITH ANY WORK ALL CONTRACTORS SHALL FILE WITH THE BUILDER CURRENT INSURANCE W H .�• TINTED U-F SHGC CARPERT WITH CUT NAILS AT 24 O.C. ® EXISTING. VARIES VARIES VARIES 11 VARIES ALUM PLAIN TINTED EXIST. EXIST. SHEET TITLE CERTIFICATES IN THE AMOUNTS REQUESTED BY THE BUILDER FOR WORKMAN'S COMPENSATION, COMPREHENSIVE CONCRETE SLAB GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTION OF THE PARTIES THAT THE BATHROOM BACKING DETAIL SUBCONTRACTOR SHALL INDEMNIFY THE BUILDER AND ARCHITECT FOR ANY AND ALL COST, SUITS, AND SCALE: N.T.S. OA HR33 53-1/8" 38-3/8" S-5" 1 HORIZONTAL ALUM PLAIN TINTED 65 .35 JUDGMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY (INCLUDING DENTAL), ARISING OUT OF THE WORK OF ROLLING ANY CONTRACTOR, SITE PLAN. 11, ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, FLOOR PLAN. g�� OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND/ OR A STRUCTURAL ENGINEER. MEANS�1 �1 (^1 �1�v TYPICAL N OAD 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS. PRODUCT CONTROL APPROVAL AND MEANS O1' EGRESS NOTES INTERIOR PARTITION A,1� 13, ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED (P.T) WOOD: �! 14. ALL FINISHES, MATERIALS, COLOR, TREATMENTS, ETC. SHALL BE SELECTED BY DEVELOPER. SHOP DRAPING NOTES EGRESS DOOR USED IN THE EXIT ACCESS SHALL PROVIDE A CLEAR OPENINIG OF NOT LESS THAN 32" WIDE: DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE OPERABLE N.T.S. 15. THE CONTRACTOR SHALL FURNISH ALL TEMPORARY BRACING AND SHORRING THAT MAY BE REQUIRED TO ALL APPROVED SHOP DRAWINGS SHALL BE REVIEWED BY THE A/E OF RECOR WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. THE FORCE REQUIRED TO OPERATE THE CONTROLS SHALL BE NO GREATER THAN 5 LBS. MAINTAIN PLUMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION: AND SUBMITTED AND PROCESSED AT THE BUILDING DEPARTMENT. EGRESS TYPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDE A CLEAR OPENING OF NOT LESS THAN 20" X 24" IN HGT. AND 5:7 SQ. FT. IN AREA. THE BOTTOM Aml 16. DEVELOPER SHALL PROVIDE FLOOD CRITERIA, CROWN OF ROAD ELEVATIONS AND FINISH FLOOR ELEVATIONS BY PRODUCT CONTROL APPROVAL AND SEPARATE BUILDING PERMITS OF THE OPENING SHALL NOT BE MORE THAN 44" FROM THE FIN.FLR: LEVEL NOT SHALL ANY PART OF THE OPERATING MECHANISM BE PLACED HIGHER THAN 54" FROM THE FIN.FLR. MEANS OF A SEALED AND SIGNED SURVEY. SHALL BE REQUIRED FOR THE FOLLOWING ITEMS: EXEPTION: GROUND FLOOR OPENING SHALL BE PERMITED TO HAVE A MIN. NET CLEAR OPENING OF 5.0 SQ. FT. WINDOWS DOORS & STORM SHUTTERS AND ROOFING. EXIST, 2" x 8" WD RAFTERS 0 16" O.C. STRUCTURAL NOTES COORDINATION: EXISTING RESIDENCE. GARAGE CONVERSION INTO NEW LIVING RM, Emilio FFErngineer Castro EXIST, 1" x " �, ELEV. 8'-0° - COORDINATE ALL DIMENSIONS, ELEVATIONS & OPENINGS WITH ARCHITECTURAL DRAWINGS. WD. BLK.'G ev"I.F.) TOP OF EXIST, BEAM. REPORT ANY DISCREPANCIES TO OUR OFFICE. NEW INSUL. (R-30 (V,I,F.) ELEVATIONS: 41 5/8" THK - ALL ELEVATIONS SHOWN ARE IN FEET AND TENTHS, AND ARE REFERENCES FROM SEA LEVEL GYP, BD, APP DIR TO JOISTS DATUM OF 1929 (N.S.V.D).T. WD. FASCIA �V.IF) CONCRETE: LL E.C. & ASSOCIATES INC - COMPRESSIVE STRENGTH AT 28 DAYS: o Comiting 1" x 3" P.T. WD. — EXIST. SLAB ON FILL: 2500 PSI Of FIRESTOP SCREEN VENT. ALL OTHER POURED IN PLACE CONCRETE: 3000 PSI z E Ine I BOTT OF EXIST TB g GROUT: 3000 PSI Q - COVER: m w E� 7� CONCRETE DEPOSITED AGAINST THE GROUND: 3" w o 1/2" GYP. BO. ON EXISTING CONRETE BEAM. FORMED CONCRETE IN CONTACT WITH THE GROUND: 2" '- 1" x 2" WD. FURR. BEAMS AND COLUMNS: 1-1/2" STRIPS 0 16 O.C. CID V) 748111 S.W. ft Lane (R-6 INSUL), INTERIOR SLABS: 3/4" X - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE w Miami, a I = NEW CONCRETE BLOCK '�31". � A � o �• T Q - MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315, N CA:12:0320.06 p DRILL & EPDXY W/ULTRA BOND - STANDARD SPECIFICATION FOR DEFORMED BILLET STEEL BARS FOR CONCRETE _ _ +67.0 PSF '- CHEMICAL ADHESIVE MIN. 6 REINFORCEMENT ASTM A615. _ __ _ _ _72.4 PSF _ ___________________ XIST T/B & SET REBAR - STANDARD SPECIFICATION FOR COLD-DRAWN STEEL WIRE FOR REINFORCEMENT r F(TYP. C II A62-02. - STANDARD SPECIFICATION FOR WELDED STEEL WIRE FABRIC REINFORCEMENT EDGAS7R014�11 chi GMAlL.COM EXIST. ASTN A185-02. GARAGE&STO CONC• T.B. REINFORCING STEEL: CONVERSION N - REINFORCING BARS CONFORMING TO A.S.T.M. A-815 GRADE 60, INCLUDING COLUM AND BEAM INTO NEW LIVING AREA. NEW 5/8" STUCCO - WELDED FIRE FABRIC CONFORMING TO A.S.T.M. A-185 AND SUPPORTED ON SLAB BOLSTERS SPACED AT 3'-0" 0/C. RIGHT ELEVATION, 5-1/2" THK CONC SLAB SEE GROUTED CELL CONNECTION LUMBER GRADE & SPECIES: SCALE: 1/4"= 1'-0" W/1.4 x 1.4 6/6 W INTO EXISTING TIE BEAM & a a - EXIST JOISTS SHALL HAVE A MIN. STRESS GRADE OF Fb= 1200 PSI. OVER 6 MIL POLYTHYLENE EXISTING FOOTING IN THIS VAPOR BARRIER OVER EXIST PAGE. MASONRY PALLS: �y M SLAB (V.I.F.) - BEARING MASONRY SHOW THUS IN PLAN L.F.E.=10.02' ELEV.:O'-0" SHALL BE ERECTED PRIOR TO THE STRUCTURE ABOVE HAS BEEN POURED. M OIL N.G.V.D. f'; #3 TIES ® 6' O.C. - AFTER MIN. PRISM STREGTH F'm SHALL BE 1500 PSI. GARAGE CONVERSION INTO NEW LIVING RM. EXISTING RESIDENCE. L.F.E.= 9.5T .'f �' «.' - MORTAR CONFORMING TO A.S.T.M, C-270 TYPE "M" (2500 PSI). 0 OIL N.G.V.D. - PROVIDE 9 GAGE LADDER TYPE HORIZONTAL REINFORCEMENT AT 16" 0/C ( FOR REINFORCED cn GRADE. #5 ( 4 REQ'D.) WALLS). _ � � U C v �Q O as PROVIDE 9 GAUGE TRUSS TYPE HORIZONTAL REINFORCEMENT AT 16 0/C ( FOR REINFORCED Q ) �.m. a WALLS). '� Ls., -u (�, 3 (A) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI-ASCE 530.05 6u Q B SPECIFICATIONS FOR MASONRY STRUCTURES ACI-ASCE 530.1-05 ® " � W DESIGN CRITERIA: ° 0 0 0 EXIS . MAS NRY WALL • EXIST. 16" X 10" 3 - LIVE LOAD: 30 PSF. ( ; • WALL FOOTING w - DEAD LOAD: 15 PSF ° �' (/1 E 4 77—(V.I.F.) Z - WIND LOAD: PER A.S.C.E. 7-10 /CATEGORY:II/EXPOSURE "C". 5/8" STUCCO. , , z Qr z 0 a WIND VELOCITY: 175 MPH w m CAD 41 • N SHOP DRAPING SUBMITTALS: P= o 1 WALL SECTION - SUBMIT ONE SEPIA AND ONE PRINT OF ALL SHOP DRAWINGS LISTED BELOW. IF SIGNED AND Z a U �+ A-2 SCALE: 3/4"=1'-0" SEALED SHOP DRAWINGS ARE REQUIRED, THEN SUBMIT TWO ADDITIONAL SIGNED AND SEALED a° z PRINTS FOR APPROVAL. r ,"' - SHOP DRAWINGS: `' 1. k 5L8 1''II 5�8" Sjl�CCO FINISH g REINFORCED STEEL. CONCRETE MIX DESIGN. STRUCTURAL STEEL. (t YPICA��JJ ° SAFETY OSHA AND LABOR LAPS: p __ _ _ - _ _ _ a a - THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSESS, NOR PRESUMES TO ANY r z CAULKING (TYPIC L) LL EE BBLLKK EE RR °. KNOWLEDGE OR EXPERTISE IN MAT!ERS TO JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR LAW iSCi-----SEE COL ELEV -,SC1 CObC� COLUMNLI(TYPICAL 4 REQUIREMENTS FOR A CONSTRUCTION PROJECT. SAFETY AND COMPLIANCE WITH OSHA AND LABOR THIS SHT EXIST. LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THOSE MARK DATE DESCRIPTION CONC, FTG CONSULTANTS HE HIRES TO ADDRESS THESE MATTERS. THE STRUCTURAL ENGINEER OF RECORD ELEVATION. A.B. AS-BUILT SPECIALIZES IN STRUCTURAL DESIGN ONLY, AND THE BOARD OF PROFESSIONAL REGULATION R.A.P. REVISION AFTER PERMIT a.< . FORBIDS HIM FROM ASSUMING RESPONSIBILITY OUTSIDE HIS AREA OF EXPERTISE. WEST ELEVATION. SCALE: 1/4"= 1'-0" B.D .C. BUILDING DEPT. COMMENTS • APPLICABLE CODES; DRILL & EPDXY W/ULTRA BOND - ALTHOUGH THE ENGINEER OF RECORD HAS STRIVED TO MEET ALL APPLICABLE CODES AND C.C. COORDINATION CHANGES 1/4"0x2-1/4" TAPC ON CHEMICAL ADHESIVE MIN. 6" LOCAL ORDINANCE REQUIREMENTS, THE CONTRACTOR IS STILL RESPONSIBLE FOR COMPLYING WITH P.S. PERMIT SET SCREWS 0 12 C/C XIST. T/B & SET REBAR ALL APPLICABLE CODES AND ORDINANCES OF THE EVENT OF CONFLICT OR OVERSIGHT IN THE D.D. DESIGN DEVELOPMENT 5/8" GY , gRp pN �np•) DRAWINGS THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER OF ANY CA"1 OF (C P.H. PUBLIC HEARING ® 6� C/ FURLING PI D SWH D� S S f } CONFLICT OR DISCREPANCY ENCOUNTERED SO THAT APPROPIATE REMEDIES MAY BE UNDERTAKEN, p0 ASIN�6R ER) ICAULK� PI L C0l• @'I�'V' a�I• FLORIDA BUILDING CODE 2007 EDITION. SELECTED BY ORER) SCALE: 3/4" = 1'-0" WINDOW JAMB DETAIL (A) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AC!-ASCE 530.05 C FINISHED WALL PAN Engineer: (B) SPECIFICATIONS FOR MASONRY STRUCTURES ACI-ASCE 530.1-05 FIBER SENT ' N.T.S. " A.S.C.E. MANUAL, 9th EDITION. — 17� ,`/��8��\1110 �I /x 1 DRILL 3/4 x 6 DEEP HOLE A.1.2,1 A SKIM COAT OF ADHESIVE COMPLYING WITH ANSI A , 10 '' 6 C/C ° ° a CONC. BEAM OR TO RECEIVE DOWELS AND — 136.1, AMERICAN NATIONAL STANDARD FOR ORGANIC ® ° LINTEL (TYPICAL) FILLED WITH ULTRABOND ADHESIVE ADHESIVES FOR INSTALLATION OF CERAMIC TILE, ° 4 - 1 1 TYPE I OR TYPE II, SHALL BE APPLIED OVER ALL p0 ASIN� (T g ° ° — 1 5 VERT IN CONC, FILLED CELL SURFACES THAT HAVE BEEN FINISHED WITH JOINT ATE SELLCTED BYO BE EXTEND FROM FOUNDATION INTO COMPOUND AND ALLOWED TO CURE BEFORE �8" STUCCO FINISH " " TIE BEAM o THE APPLICATION OF TILE BEGINS. Co..••• �I�r�r L I©P.• ' F ICA 20 5/8 0 x 3-0 LONG THREADED CASING ' cS' rti WOOD SHIM ROD TO BE TIED TO 1 # 5 FRAME z a A.1.22 ~®°- �VAL VERTICAL BAR CUT EDGES AND OPENINGS AROUND PIPES AND FIXTURES SHALL BE CAULKED FLUSH WITH WATERPROOF, FLEXIBLE SEALANT OR EN11rlOE'AASTRO IV P SET ❑ REMAI I BLOCK IOR Cpl 3 1 # 5 VERTICAL BAR \ ADHESIVE COMPLYING WITH ANSI A 136.1, AMERICAN NATIONAL CAULKPI� L F WINDOW OR DOOR STANDARD FOR ORGANIC ADHESIVES FOR INSTALLATION OF CERAMIC 1 VERTICAL BAR 1/4"0x2-1/4" TAPCON 4 CONCRETE GROUT WITH — MATER AL MIANUFACTURER S SPECIFICATIONS SHALL BE OTHER SURFACING SCREWS ® 12 C/ 8 TO 10 SLUMP FILLED CELL DETAIL o N.T.S. A.1.2.3 O TILE OR WALL PANELS SHALL BE APPLIED DOWN TO THE TOP �► \ TUB OR SURFACE OR EDGE OF THE FINISHED SHOWER FLOOR, RETURN, OR TUB AND WINDOW HEAD DETAIL SHOWER. SHALL OVERLAP THE TOP LIP OF THE RECEPTOR, SUB-PAN, OR TUB AND N.T.S. SHALL COMPLETELY COVER THE AREAS SPECIFIED IN SECTIONS NOTES: A.1.2.3 (o) through A•123(e). (see figure) REMOVE EXTERIOR TILE EXTENSION NOT FACE OF BLOCK PROVIDE HORIZONTAL JOINT REINFORCEMENT REQUIRED AROUND (a) TUBS WITHOUT SHOWERHEADS - SURFACING MATERIAL SHALL rN11 D W UN T 5 BETWEEN EVERY OTHER COURSE W/MIN, #9 OUTSIDE CORNER \ EXTEND NOT LESS THAN 6 IN ABOVE THE RIM OF THE TUB. p,°sr�H D sT e / plot date: CAULK TY L TRUSS TYPE. REINF. TO EXTEND INTO b 1 ( ) TUBS WITH SHOWERHEADS - SURFACING MATERIAL SHALL „ / NOTES: 5 1 # 5 DOWEL (x 3'-6" LONG) 2 TIE COLUMN MIN. 4 . / EXTEND NOT LESS THAN 5 FT ABOVE THE RIM OF SCREWS ®j2" C�CON TIED TO # 5 VERT. BAR CD 3 THE TUB OR 6 IN. ABOVE THE HEIGHT OF THE SHOWERHEAD, 02/17/2012. WINDOW AND DOOR I WHICHEVER IS HIGHER. INSTALLATION SHALL BE IN ACCORDANCE p p N� ( p WITH MANUFACTURER'S SPECIFICATIONS r� 5 4" SHEET TITHE SELECTEDSIBY OWNER SET FORTH IN THE APPROVED PRODUCT 7 4 — (c) SHOWER STALLS- SURFACING MATERIAL SHALL EXTEND NOT LESS CONTROL APPROVAL. 6 DRILL 3/4" x 6" DEEP HOLE MINIMUM THAN 6 FT. ABOVE THE SHOWER DAM OR 6 IN. ABOVE THE HEIGHT TO RECEIVE DOWELS AND OF THE SHOWERHEAD, WHICHEVER IS HIGHER, ELEVATIONS WOOD SHIM s8" S CCO FINISH FILLED WITH ULTRABOND CHEM o pICAL� ` ®® (d) GYPSUM BOARD WINDOW SILLS AND JAMBS IN SHOWER OR P " � IN AND DE TUB ENCLOSURES SHALL BE COVERED TO A HEIGHT NOT ARCH. DTL�. 1/2 GYP. FU IN .. ° ° , LINTEL �TYPICALL) BROUGHT UP TO THE LS ■ N. THAN AS SPECIVIED FOR THE WALL 1 x 2 WD, FURRING ,. a ;` A, SCALE: 1/2" = 1'-0" (e) SURFACING MATERIAL SHALL BE APPLIED TO THE FULL SPECIFIED AIL INTERIOR AND EXTERIOR APPLICATIONS AND FINISHING OF HEIGHT FOR A DISTANCE OF NOT LESS TAN 4 IN. ( 100 mm) A 2 BEYOND AN OUTSIDE CORNER ARE EXCLUDED. SCALE: 3/4" = 1'-0" GYPSUM BOARD, OTHER THAN GYPSUM VENEER BASE AND PLASTER, WINDOW SILL DETAIL SCALE: 3/4" 1'-0" SHALL BE DONE IN ACCORDANCE WITH 701.5, 2506 OR GA 216 (TYPICAL DETAI L SHOWING PROPOSED INSTALLATION OF N.T.S. VERTICAL BARS IN EXISTING CONCRETE BLOCK WALLS) Emilio Castro A.C. GENERAL NOTES - - - gineer 1. THE WORK THAT IS TO BE DONE UNDER THIS HEADING INCLUDES THE FURNISHING OF ALL LABOR, # 41592 MATERIAL, EQUIPMENT, PERMITS, FEES INSPECTIONS, TEST, INSURANCE, ETC REQUIRED FOR THE COMPLE11ON OF THE AIR CONDITIONING SYSTEM SHOWN ON THE DRAWINGS AND/ OR LISTED BELOW. 2. VENTILATION DUCTWORK SHALL BE GALVANIZED STEEL WITH GAUGES, DUCT CONSTRUCTION, BRACING E F is Q M, E.C. & ASSOCIATES INC AND SUSPENSION IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE LATEST EDITION OF THE EAT T. Consulting A.S.H.R.A.E. GUIDE AND S.M.A.C.N.A. STANDARDS. DUCT SIZES SHOWN ARE "INSIDE' DIMENSIONS. VERIFY GENERAL NOTES. Engineers EXACT LOCATION OF DUCT WITH RESPECT TO STRUCTURE BEFORE FABRICATION. * PROVIDE ARC-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL NEW 15 AND 20 AMP 125 VOLTS BRANCH 3. FLEXIBLE DUCT SHALL BE STEEL HELIX ON 7/8" CENTERS, ENCAPSULATED IN A CONTINUOUS SOFT VINYL - FILM, JOINED BY MOLECULAR WELDING TO FORM AN AIR TIGHT INNER CORE, THE CORE IS TO BE INSULATED CIRCUIT OUTLETS (NEC 210.12). EB 06576 WITH FIBERGLASS INSULATION (R-6), AND SHEATHED IN A REINFORCED, ALUMINUM METALIZED POLYESTER IS E * MULTIPLE DETECTORS MUST BE INTERCONNECTED TO ALL DETECTORS SOUND WHEN ANY DETECTORS IS VAPOR BARRIER JACKET. PROVIDE SPIN COLLAR WITH DAMPER AND EXTRACTOR WHERE FLEXIBLE DUCT IS N G ACTIVATED. 14311 S.W. 9th Lane CONNECTED TO RECTANGULAR DUCTWORK. DAMPER ACTUATOR SHALL BE EXTENED OUTSIDE INSULATION. E E _ _ ---_ - * ALL NEW RECEPTACLES TO BE TAMPER- RESISTANT COMPLY W/NEC 406,11 Miami, Florida 33194 4. AIR CONDITIONING SUPPLY AND RETURN DUCTWORK SHALL BE 1-1/2" (R=6MIN) FIBERGLASS U.L. 181 * THE ELECTRICAL PANEL CLEARANCES SHALL COMPLY WITH "NEC 110.26" LISTED, CLASS I AIR DUCT. DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH S.M.A.C.N.A. STANDARDS. E ST S N T�F: 305-480"7586 5. TEMPERATURE CONTROL SHALL BE A ROOM THERMOSTAT FOR HEATING/ COOLING WITH STAGES AS L. REQUIRED. _ _ _ ____ 6. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF ELECTRICAL SYMBOL LEGEND. EDCASTRO14811 @GMAIL.COM CONSTRUCTION AND INSTRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARS. SYMBOL DESCRIPTION 7. MECHANICAL CONTRACTOR SHALL VERIFY DIRECTION OF EXISTING STRUCTURE BEFORE INSTALLATION OF EQUIPMENTS AND DUCTWORK, SHOULD ANY DISCREPANCIES BE FOUND CONTACT ARCHITECT/ ENGINEER, E E E Q_ 110 V. DUPLEX RECEPTACLE 220 V, SPACIAL PURPOSE RECEPTACLE 8. VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER RECOMMENDATIONS TO ELIMINATE ANY � � �' �wp 110 V. DUPLEX WATER PROOF RECEPTACLE EQUIPMENT NOISE FROM BEING HEARD. :Q-cF 110 V. GROUND FAULT RECEPTACLE 9. GUARANTEES: - - _ E _ ® MOTOR A. ALL COMPRESSOR MOTORS ON NEW EQUIPMENT FURNISHED UNDER THIS CONTRACT SHALL HAVE A 5 © SMOKE DETECTOR YEARS PRODUCT GUARANTEE FROM DATE OF START-UP. � SWITCH B. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FORA E E E3w THREE WAY SWITCH OQ 00 ELECTRIC METER M M PERIOD OF NOT LESS THEN A 1 YEAR FROM DATE OF ACCEPTANCE. o E S G EXHAUST FAN 50 CFM EF j 10. TESTiNG: E E ELECTRIC PANEL M M A. ALL REFRIGERANT HIGH SIDE PIPING TO 300 PSIG. LOW SIDE TO 150 PSIG, AFTER TESTING, EVACUATE E INCANDESCENT BRACKET LIGHT FIXTURE Q �Q SYSTEM TO 28% MERCURY GAUGE PRESSURE WITH VACUUM PUMP. HOLD FOR 25 HOURS WITH PUMP OFF. E G E� B R M � DISCONNECT SWITCH S BREAK VACUUM WITH REFRIGERANT. IT ® INCAND, RECESSED VAPOR PROOF FIXT, �j 11. REFRIGERATION SUCTION PIPING SHALL BE INSULATED WITH 3/4" IN-COAFLEX, ARMAFLEX INSULATION MAY N CT T EA Sr T TELEPHONE OUTLET a' U O n Q; U O O E IN RI E E �J __ J E ❑ T.V. OUTLET ONLY BE USED IN NON-PLENUM AREAS, FINISHED WHERE EXPOSED 'WITH 2 COATS OF WHITE LATEX PAINT ALL CT O HI-HAT LIGHT FIXTURE Q Q � a A PER MANUFACTURER'S INSTRUCTION. E J HI-HAT LIGHT FIXTURE/RECEPTACLE o " " ELECT. DIMMER SWITCH 12, ALL REFRIGERANT PIPING SHALL BE TYPE K HARD COPPER, TOGETHER WITH WROUGHT COPPER SOLDER METER � U FITTINGS. JOINTS SHALL BE MADE WITH SILVER SOLDER OR "SILFOS". ALL CONDENSATE DRAIN PIPING TO BE H A L, E GARBAGE DISPOSAL o SCHEDULE 40 TYPE II HIGHT IMPACT PVC WITH SLIP JOINT FITTING OF THE SAME MATERIALS WITH AN E D. SMOKE DETECTOR E �' APPROVED SOLVEN INSTALLED IN A MANNER RECOMMENDED BY THE FITTING MANUFACTURER. GENERAL LIGHT z ,� _. z V QD F.E.M.A. NOTES. o � ¢ -+, o d s� 1. ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION EXHAUST�Cr� 1�To►� ,w N SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVAT!(!N AND SHALL BE INSTALLED Arlt3 �7 NOTES 15X6CFD 120 V. (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE CIRCUITS ill THE HABITABLE AREAS. 1 x. SWITCH 1. ALL EXHAUST DUCTS SHALL BE CONSTRUCTED OF SHEET METAL, TERMINATE OUTSIDE THE BUILDING AND BE 1 WALL:R-13 AFC( N OF SWITCH 2. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INcTALL ED BELOW BASE FLOOD ELEVATION. EQUIPPED WITH A BACKDRAFT DAMPER. TR/ ^X 3. A/C COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. 2. DUCTS FROM TOILET ROOMS SHALL DISCHARGE TO THE OUTSIDE OF THE BUILDING, SHALL BE TERMINATED AFCI NEW J R SWITCH LEG. NOT LESS THAT 6 INCHES ABOVE THE FINISHED ROOF SURFACE, AND SHALL BE SCREENED WITH A CORROSION n TR 150 CFM E PHASE D C R 4. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 10X6 CD RESISTANT MATERIAL HAVING A MESH SIZE NOT LARGER THAN 1/2 INCH. PROVIDE GOOSE NECK OR RAIN CAP WALL:R-6 F I NOTE: 5. IT IS SUGGESTED THAT YOU CONFER WITH FLORIDA POWER AND LIGHT TO LOCATE THE ELECTRICAL ON ROOF TERMINATIONS. CLG: R-30 �1 ^_ SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. MARK DATE DESCRIPTION 3. CLOTHES DRYER EXHAUST DUCT SHALL NOT BE SCREENED. N TO A NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING A.B. AS-BUILT CIRCUIT, WITH BATTERY BACK-UP AND SHALL NOT BE 4. CLOTHES DRYERS EXHAUST DUCTS OR VENTS SHALL COMPLY WITH MANUFACTURER'S INSTALLATION CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT R.A.P. REVISION AFTER PERMIT ( ) NEW BEDROOM N CIRCUIT INTERRUPTER. ALL SMOKE DETECTORS WITHIN INSTRUCTIONS, BE CONSTRUCTED OF A MINIMUM OF 26 GAGE METAL, PIPE, HEAVING A SMOOTH INTERIOR NEW EACH UNIT SHALL BE INTERCONNECTED, B.D .C. BUILDING DEPT. COMMENTS SURFACE WITH JOINTS RUNNING IN THE DIRECTION OF THE AIR FLOW. 50 CFM 1 NOTE: 36" MIN. FROM ANY A/C SUPPLY GRILLE C.C. COORDINATION CHANGES DUCTS JOINTS SHALL NOT BE ASSEMBLED WITH SHEET METAL SCREWS OR OTHER FASTENERS WHICH WOULD 6 x 6 CD A C GENERAL ELECTRICAL NOTES. P.S. PERMIT SET D.D. DESIGN DEVELOPMENT EXTEND INTO THE DUCT. 1 WALL:R-6 1. ALL WORK SHALL BE ACCORDANCE WITH THE FLORIDA BUILDING CODE, N.E.C. AND OTHER P.H. PUBLIC HEARING AFCI N SMOKE DETECTOR APPLICABLE CODES AND STANDARDS, TR 4"0 CONNECTION DETAIL. 2. THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO Engineer: I NTS COMMENCING/BIDDING WORK. DUCT INSULATION '" ' 'N 3. THE CONTRACTOR SHALL SATISFACTORILY REPAIR/REPLACE EQUIPMENT OR PART OF STRUCTURE lb/ '- �J = 3 BATH NEW 150EW DAMAGED AS A RESULT OF HIS WORK SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ��,al�� � oOSS��,, NTR CL. MIN, INSULATION VALUE FOR RIGID DUCTS IN UNCONDITIONED SPACES GF t ox6 CD ELECTRICAL NOTE: 4DJ ALL MATERIAL (REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. r\@` ��' �• �r �� '✓� IS R-6 DUCTWORK TRUNK LINES AND DROP MAY VARY FROM PLAN EF 1 5. ALL WIRING INDICATING EXISTING IS BASED ON ORIGINAL CONTRCT DOCUMENTS AND IS TO BE VERIFIED ' DUE TO TRUSS CONFIGURATIONS. LEGEND. EXISTING ELECTRICAL PANEL HAS ADEQUATE BY CONTRACTOR AT JOB SITE. E = EXISTING. CAP, TO ACCEPT ADD'L LOAD (FUSED AT 125A). S. 6. ALL CONDUCTORS SHALL 6E COOPER EXCEPT AS NOTED. O i��01 `e R = RELOCATE. � � •• .....•• ��� USE CIRCUIT 1 & 3 WITH #12 ROMEX WIRE, 20 BRK (AFCI) 7. ALL MATERIALS SHALL BE U.L. APPROVED. N = NEW. 8. NEW TYPE WRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IS COMPLETED REFLECTING ALL - , OI��J��'�'���` FAN SCHEDULE MECH & ELEC PLAN CHANGES AND ADDITIONS, E LIO CASTRO UNIT NUMBER EF-1 1/4"= V-0- N ADD SMOKEURBON MONOXIDE OVEMS. 9. ALL BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED. AREA SERVED NEW BATHROOM. ANY AND ALL CLOTH AND AUBBER 10. CONTRACTOR SHALL SEAL ALL OPENINGS WITH A FIRE SEAL SIMILAR TO SEAL 'OZ' FLAMESEAL. LOCATION CEILING DUTY SUPPLY EXH EXH. 1NSUtATED CONDUCTORS TO Of AEEd. 11, FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED, 12, RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR INSTALLATION. BELT DIRECT I ROOF 13. THIS DRAWING IS GUIDE FOR THE INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR FAN SPEED RPM 1000 IS RESPONSIBLE IN PROVIDING A FUNCTIONAL SYSTEM, AIR QUANTITY CFM 50 EXHAUST DUCT TO EXHAUST 14. ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. TOTAL STATIC PRESS. 0.25 OPENING REQUIRED IN -- FLEXIBLE FAN 15. ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES, FAN MOTOR HP 60 WATTS CONNECTION 16. EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. ELECTRICAL CHAR. W 7 0 7r----- 120 1 60 17. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER, MANUFACTURER R 41w, VZ51DEUNUM ER X-89-288 SOUND INSULATED 18. ALL UNDERGROUND CONDUIT RUNS TO HAVE A MINIMUM 24* COVER. WE LBS HOUSING AIR FLOW 19. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE WEATHER PROFF OR SHALL BE IN A WEATHER PROOF SONES 75 EXHAUST FAN ENCLOSURE. plot date: NOTE: ADJUSTABLE EXHAUST DUCT 20. ALL TRENCHING, BACKFILLING, SETTINGS OF POST LIGHTS, AND CONCRETE BASES FOR POST LIGHTS 1. PROVIDE EF-1 WITH BACK DRAFT DAMPER, MOUNTING CENTRIFUGAL SHALL BE DONE BY ELECTRICAL CONTRACTOR. 2. EQUIVALENT MANUFACTURE IS ACCEPTABLE. FLANGE FAN INSIDE CEILING LINE 02/17/2012. HOUSING LOW PROFILE VENT 21. ALL OUTSIDE LIGHTING SHALL BE INSTALLED IN CONDUITS AND PROVIDE PULL BOXES AS REQUIRED. W HEAVY DUTY SCREEN 22. POLE LIGHTING SHALL BE AS SHOWN AND CAPABLE TO WITHSTAND WINDS OF UP TO 120 MILES/HR, SHEET TITLE HVAC DESIGN REQUIRES: YES NO COMPLY RESISTANT. AND DESIGNED TO SUPPORT THREE LIGHTING FIXTURES MAXIMUM, SEE PLANS, POLES SHALL COMPLY WITH COMPLY W/FBC 401.6 REMOVABLE & B. DRAFT DAMPER BATHROOM. N,E.C. SEC11ON 4101-15. DUCT SMOKE DETECTOR X GRILLE CEILING AIR FLOW COMPLY W/FBC13-606.1 ABC.1.3 23. ALL UNDERGROUND "PVC" SHALL BE PROVIDED WITH GALVANIZED RIGID ELBOWS AND ADAPTERS AS FIRE DAMPER(S) X TYPICAL CEILING TYPE REQUIRED INSIDE BUILDING. SMOKE DAMPER(S) X 24. CONDUIT RUNNING UNDER PAVING SHALL BE 24 INCHES BELLOW FINISHED GRADE, MINIMUM. FIRE RATED ENCLOSURE X NOTE:E: EXWS I f A"E I /`11 L 25, COORDINATE ALL TELEPHONE WORK WITH LOCAL PHONE COMPANY ENGINEER PRIOR START OF E 1 FIRE RATED ROOF CEILING ASSEMBLY X N.T.S. CONSTRUCTION, NOTIFY CONTRACT ENGINEER OF ANY DISCREPANCIES ENCOUNTERED. FIRE STOPPING X 1" UNDERCUT OF THE BEDROOMS 26. COORDINATE ALL POWER UTILITY WORK WITH LOCAL POWER COMPANY ENGINEER AND NOTIFY CONTRACT SMOKE CONTROL X DOORS FOR BALANCED RETURN AIR. ENGINEER OF ANY DISCREPANCIES ENCOUNTERED. EXHAUST DUCT DETAIL N.T.S. PLUMBING GENERAL NOTES. 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE Emilio Castro`1 o INSTALLATION OF A COMPLETE PLUMBING SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE g IT1ON OF THE FLORIDA BUILDING CODE 2007 ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL CODES n Engineer 1 ED Civil # 41592 AND ORDINANCES, 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. UPON FINAL ACCEPTANCE, A CERTIFICATE FROM THE LOCAL - E.C. & ASSOCIATES INC INSPECTION AUTHORITY SHALL BE FURNISHED TO THE OWNER. Consulting 3. ALL MATERIAL AND EQUIPMENTS SHALL BE NEW, OF U.S. MANUFACTURER AND OF GOOD QUALITY OF Engineers D H. RESPECTIVE KIND AND GRADE, AND MUST BE FURNISHED SO AS TO PREVENT ANY DEALAY IN THE PROGREE OF E B 06576 THE WORK. ALL WORK THROUGHOUT SHALL BE PERFORMED IN A WORKMAN- LIKE MANNER BY SUFFICIENT NUMBER OF SKILLED WORKMEN. _ ST c 14811 S.W. 9th Lane 4. CONTRACTOR SHALL VISIT THE SITE AND REVIEW ALL PERTINENT UTILITY DRAWINGS TO FAMILIARIZE E E E Miami, Florida 33194 HIMSELF 'WITH THE LOCATION OF ALL EXISTING AND/OR PROPOSED UTILITY STUB OUTS, PIPING, EQUIPMENT, ETC. T/F: 305-480-7$86 AND MAKE DUE ALLOWANCES FOR ANY CONDITION AFFECTING HIS WORK, XI IN 1 . 5. ALL UNDERGROUND SANITARY & STORM DRAINAGE PIPING AND FITTING SHALL BE PVC-DWV E-mail: (ASTM D-2662/D-3034). - -C EDCA5TR014811 @GMAIL.COM i 6. ALL ABOVE GROUND SANITARY & STORM DRAINAGE BRANCH & VENT PIPES AND FITTINGS SHALL BE PVC-DWV (ASTM D-2662/D-3034). 7. ALL UNDERGROUND WATER PIPING SHALL BE COPPER TYPE "K" (ASTM B-306). ALL ABOVE GROUND •- PIPING SHALL BE COPPER TYPE "L" (ASTM B-306). 8 Ho" USE . ALL HOT PRESSURE AND TEMPERATURE RELIEF PIPING SHALL BE COPPER TYPE "K" (ASTM B-306). ■ / 9. ALL AIR CONDITIONING CONDENSATE DRAINAGE PIPING SHALL BE SCH. 40 PVC (ASTM D-26262), EXCEPT _ _ _ _ _ 06 CX3 WHEN INSTALLED IN RETURN AIR PLENUM WHERE COPPER TYPE "DWV" OR EQUIVALENT MUST BE USED. 10. ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY ACCESSORIES SUCH AS STOP O E S C, Cn , VALVES, "P" TRAPS, SUPPORTS, P & T VALVES, ETC. AS REQUIRED. ALL EXPOSED PIPING AT FIXTURES I 1N I ' 1N D O #2 Q� Q AND EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OR TUBE. PROVIDE SHUT OFF VALVES AND UNIONS K C 1 . 1. TO ALL FIXTURES, ETC,, REQUIRING WATER SUPPLY, PROVIDE DIELECTRIC COUPLINGS AS REQUIRED. FOR ALL - U Q Q) Q COPPER PIPING CONTRACTOR MUST USE 95/5 SOLDER, PROVIDE WATER HAMMER ARRESTOR TO EACH FIXTURE AS REQUIRED. p H. o O c: 11. PROVIDE CLEANOUTS (WITH CHROME PLATED WALL OR FLOOR ACCESS FRAMES AND COVERS AS ° O TIE TO EXIST. ti T REQUIRED) AT THE BASE OF ALL WASTE AND/ OR VENT STACKS. PROVIDE PITCH PANS & LEADS FLASHING C.A & H.W. W I ~ G--� " v� C z FLASHING FOR ALL SANITARY SYSTEM VENTS. A L. 0 4- z 12. ALL HORIZONTAL WASTE PIPING SHALL BE SLOPPED AT 1/8 PER FOOT, UNLESS OTHERWISE NOTE. H B 0 O� C rR : U F 1S N A D 8"CONC.BLOCK WALL SHOWER llOOR OR PLUMBING FIXTURE SCHEDULE STD.No. 9 LADDER TYPE TILE /r—TEMP.GL.SHOWER ENCLOS. HORIL.REINFORCEMENT TO CEILING REFER TO FLOOR PLANS NEW IS nn 16"O.C.VERT. WATER MARK TRAP SIZE FIXT, UNITS ----- 1/2"HW / Y `J 1/2"MOISTURE RESIST. HOT COLD 3/4"CW DUROCK __ RECESS SLAB 4" FOR SHOWER ENCLOSURE MARK DATE DESCRIPTION WC 3 4 1/2� VINYL WATERPROOFING, LAV 1-1/2" 1 1/2" 1/2" EXTEND VINYL R 4"CERAMIC TILE A.B. AS-BUILT SH 2" 2 1/2" 1/2" T UP MASONRY WALL RA,P, REVISION AFTER PERMIT TOP OF CONCRETE SLAB B,D.C. BUILDING DEPT. COMMENTS BD 2" 2 1/2' 1/2" MORTAR SK 1-1/2" 2 1/2" 1/2" I NEW BEDROOM sLOPETO TO TELEV.O'-0° P.S. PERMIT SET ON CHANGES D -SLOPE WM 2" 4 1/2" 1/2" ■ o, — D.D. DESIGN DEVELOPMENT GRADE P.H. PUBLIC HEARING pW 1-i/2" 2 1/2" -- — D -- CONNECT TO uo EXIST. SEPTIC TANK. D HB -- -- -- 1/2" W/ VALVE & ° F1TG.8'V/CIO 5 COOT.OLITIIIC Engineer: ' VAC. BREAKER °, n ° �' '-'-o" f/// TUB UG AG 2 1/2" 1 2" (MIN.) �s�� /1f - / / CONCRETE FOOTING 4° (I� �l ' 6"X 6" 10/10 W.W.M. �► \� Ss�' 2" 1-1/2" REFER TO FOUNDATION SH. DOUBLE MESH X 2-6" ,�e,� �� '•, p NEW PLAN FOR SIZE&RELEF. INTO THE SLAB BATH. WC. LAV CL, 2WC0 . DRAIN VAPOR BARRIER NOTES. 3_$_ 3" PVC SS ® 1 8" SLOPE t ON " " FU �� lo1r 1. RUN 1-1/2 PIPE ® 1/4 FT. FIXTURE ARM. � SHOWED DETAIL 3/4" 2. RUN 2" PIPE ® 1/4" FT. NEW 2�vWTR. 3. RUN 3" PIPE ® 1/8" FT. 3/4"CW N1 EMILIO CASTRO 20,1/4" 4. RUN 4" PIPE ® 1/8" FT. 3FU LEGEND. ._ SEAL 5. PROVIDE CLEANOUT AT BASE OF EACH SOIL PLUMBING PLAN. SCALE: 1/4"= 1'-0" N E = EXISTING. AND WASTE STACK. R = RELOCATE. 6. SHOWERS & TUBS VALVES TO BE ANTI-SCALD N = NEW. TYPE. 7. INSTALL 1/2" CW AT RIGHT SIDE OF FIXTURES. INTERIOR PARTITION WALL CONSTRUCTION CHICAGO 9DfL NO 387 NTH PROVIDE AIR CHAMBER. ROUGH IN TO 6" ABOVE REMOV MOVABLE BTEBHANDLE 8. INSTALL 1/2" HW AT LEFT SIDE OF FIXTURES. CHROME PLATED ACCESS COVER WITH PROPOSED FINISHED GRADE & CLEANOUT GPLUG JOSAM 58890 SERIES, CUT BACK TO FINISHED NON-REMOVABLE PROVIDE AIR CHAMBER. GRADE & PROVIDE 4 r BACK-FLOW PREVENTOR FINISHED GRADE THREADED BRASS CAP "WATTS" MODEL No. 8-A I PIPE SIZE WALL SIZE plot date: 3/4' GATE VALVE NYAN ��,</ 0/11 NOTES. CONC, SLAB 4" 6 'tip �`��`���� % � T`iii 02 17/2012. * PROVIDE ANTI-SCALD VALVE AT NEW SHOWERS. SHEET TITLE * PROVIDE WATER HAMMER ARRESTOR AT ALL FLOW QUICK CLOSING VALVE. PLUMBING PLAN. * COMPLY WITH ORDENANCE # 08 -14 F.B.C.P. REGARDING MAXIMUM FLOW RATES AND — — — � CONSUPTION. SANITARY OF WASTE PIPING EXISTING 3/4" WALL CLEANOUT DETAIL. 2-WAY CLEAN-OUT DETAIL. COLDMWATERSLINE P— 1 N.T.S. SCALE: 3/4" = 1'-0" TYPICAL HOSE ' 0-N-N-E-CfiION N.T.S. c"ITY x omp ;1RTMi:N7 'COP PERMIT #PCB !&EMI SHORES VILLAGE ~ A17RCVED rY DATE — �!1\� ��tllBVlrl .-1 to —F- NOV - - X41 BLDG. SUBJECT TO Cf7MPUANCE WITH ALL FEDERAL STATE ANID COUNTY RULES AND R.EG tTIONS