Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RC17-1482 PLANS
BUTLER RESIDENCE 10007 NE 4th AVENUE - MIAMI SHORES - FLORIDA - 33138 DESIGNER ARCHITECT STRUCTURAL MEP DAN OWENS STUDIO DSS ARCHITECTURE, INC G. D. KLIEGER, INC ARPE ENGINEERING, INC 2700 N MIAMI AVE # 408 1170 NEEDLEWOOD LOOP CONSULTING STRUCTURAL ENGINEERING 2020 PONCE DE LEON BLVD, #1002 MIAMI, FL 33127 OVIEDO, FL 32765 1909 HARRISON ST #204 CORAL GABLES, FL 33134 PH: (305) 576-6888 PH : (407) 580-9172 HOLLYWOOD, FL 34786-7704 PH : (305) 444-9809 PH: (954) 923-2111 SHEET ARCHITECTURAL ISSUE REV. '1'. NUMBER ! DATE CVR PROJECT TEAM - MAPS - PROJECT NARRATIVE 14 AUGUST 2017 DRAWINGS INDEX - CODE INFORMATION SITE PLAN 03 APRIL 2017 14 AUGUST 2017 SP-100 GH-A-101 GUEST HOUSE - FLOOR PLANS 03 APRIL 2017 14 AUGUST 2017 GH-A-102 GUEST HOUSE - EXTERIOR ELEVATIONS 03 APRIL 2017 14 AUGUST 2017 A-101 EXISTING FLOOR PLANS 03 APRIL 2017 14 AUGUST 2017 A-102 DEMOLITION FLOOR PLANS 03 APRIL 2017 14 AUGUST 2017 A-103 NEW FLOOR PLANS; DOOR & WINDOW SCHEDULES 03 APRIL 2017 14 AUGUST 2017 A-104 NEW EXTERIOR ELEVATIONS 1 03 APRIL 2017 14 AUGUST 2017 A-105 NEW EXTERIOR ELEVATIONS 2 03 APRIL 2017 14 AUGUST 2017 A-106 NEW REFLECTED CEILING PLANS 03 APRIL 2017 14 AUGUST 2017 03 APRIL 2017 14 AUGUST 2017 A-107 PROPOSED FURNITURE PLANS A-108 EXTERIOR FINISH INSTALLATION DETAILS 14 AUGUST 2017 SHEET STRUCTURAL ISSUE REV. .1. NUMBER DATE S-1 FIRST, SECOND FLOOR PLANS & SECTIONS 03 APRIL 2017 18 JULY 2017 S-2 PARTIAL ROOF FRAMING & SECTIONS 03 APRIL 2017 18 JULY 2017 S-3 FOUNDATION AND ROOF PLAN, SECTIONS & CONC REPAIR 03 APRIL 2017 ! - S-4 GENERAL NOTES 03 APRIL 2017 SHEET MECHANICAL ISSUE REV. NUMBER DATE M-100 HVAC FLOOR PLANS 03 APRIL 2017 M-101 HVAC SCHEDULES 03 APRIL 2017 M-102 HVAC DETAILS HVAC NOA 03 APRIL 2017 03 APRIL 2017 M-103 SHEET PLUMBING ISSUE REV. .1, NUMBER DATE P-2 PLUMBING FLOOR PLANS 03 APRIL 2017 - PS-1 PLUMBING SITE PLAN 03 APRIL 2017 - SHEET ELECTRICAL ISSUE REV. NUMBER DATE 1' E-100 ELECTRICAL SITE PLAN 03 APRIL 2017 - E-101 ELECTRICAL FLOOR PLANS 03 APRIL 2017 - - E-201 ELECTRICAL NOTES AND DETAILS 03 APRIL 2017 E-202 ELECTRICAL PANEL 03 APRIL 2017 - - — - PROJECT NARRATIVE & SCOPE GENERAL EXTERIOR AND INTERIOR RENOVATION OF EXISTING 2 STORY HOUSE: • REPLACEMENT OF ALL EXISTING WINDOWS AND DOORS INCLUDING THE REPLACEMENT OF BAY WINDOW; • REMOVAL OF EXISTING ENTRANCE CANOPY AND REPLACEMENT WITH NEW ENTRANCE CANOPY, • REMOVAL OF EXISTING CARPORT AND TERRACE ABOVE TO MAKE SPACE FOR NEW 2-STORY ADDITION OF APPROX. 500 SF. • THE SCOPE OF THIS PROJECT ALSO INCLUDES THE RENOVATION OF THE AUXILIARY STRUCTURE: SINGLE STORY GUEST HOUSE/ GARAGE/ COVERED LOUNGE/ BBQ AREA. • ENTIRE HOUSE TO RECEIVE NEW EXTERIOR INSULATION AND FINISHES. GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE PREPARATION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONDITIONS OF THE CONSTRUCTION AREA AND THE WORK REQUIRED TO PERFORM THE WORK OF THIS CONTRACT. 2. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SOILS REPORT. OBTAIN FROM THE OWNER THE CURRENT COPY OF THE SOILS INVESTIGATION REPORT. 3. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS SHALL BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUANCE OF PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK, AND THE OCCUPANCY OF THE WORK. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. ALL FINAL CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR. 6. AS REQUIRED, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING WITH SAID WORK. 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN. LARGE-SCALE DRAWINGS SHALL GOVERN OVER SMALLER -SCALED DRAWINGS. CONTACT ARCHITECT/DESIGNER TO CONFIRM ALL DISCREPANCIES. B. CONFIRM ALL HORIZONTAL DIMENSIONS WITH PLANS AND INFIELD PRIOR TO FABRICATION AND/OR CONSTRUCTION. 9. DIMENSIONS ARE FACE TO FACE OF MASONRY WALLS AND TO FINISH FACE OF STUD PARTITIONS. DIMENSIONS ON PLANS INDICATE NOMINAL WIDTH UNLESS OTHERWISE INDICATED. 10. THE ARCHITECT/DESIGNER SHALL NOT BE HELD RESPONSIBLE FOR WORK PERFORMED NOT IN ACCORDANCE WITH THESE DOCUMENTS NOR FOR MISINTERPRETATION OF THE DRAWINGS, NOR FOR UNSATISFACTORY WORK BY CONTRACTOR. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS REQUIRED IN THE CONTRACT DOCUMENTS. 12. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AS REQUIRED BY GENERAL CONDITIONS AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 13. DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS WITHOUT FIRST OBTAINING PROPER PERMITS. CODE INFORMATION , GENERAL CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL, STATE AND FEDERAL BODIES (C) 2014 FLORIDA BUILDING CODE IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. APPLICABLE CODES: MIAMI SHORES VILLAGE CODE FLORIDA BUILDING CODES 2014 - 5TH EDITION FLORIDA RESIDENTIAL BUILDING CODE 2014 (USED FOR BUILDING, PLUMBING, MECHANICAL, FUEL & GAS, STATE OF FLORIDA MODEL ENERGY EFFICIENCY) FLORIDA EXISTING BUILDING CODE 2014 EDITION NATIONAL ELECTRIC CODE - NEC 2011 OTHER APPLICABLE STATE AND FEDERAL CODES. DESIGN CRITERIA NOTE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION, SECTION R301 DESIGN CRITERIA AND ASCE 7-(10) . 1. BASIC WIND SPEED: 175 MPH 2. CONSTRUCTION TYPE: SINGLE FAMILY RESIDENCE 3. WIND EXPOSURE: CATEGORY "C" 4. RISK CATEGORY: II 5. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS: 0.18 SEE ALSO STRUCTURAL GENERAL NOTES ON DWG S-4 CODE INFORMATION OCCUPANCY CLASSIFICATION : 2014 FLORIDA BUILDING CODE : RESIDENTIAL, GROUP R-3, SECTION 310 BUILDING AREA : ALLOWED, PER 2014 FLORIDA BUILDING CODE, TABLE 503 OCCUPANCY GROUP R-3, ONE STORY, TYPE V-B, UNLIMITED S.F. PER FLOOR ALLOWED + (3) STORIES ALLOWED AREA TABULATIONS EXISTING MAIN HOUSE NEW HOUSE ADDITION 2,576 516 SF SF NEW TOTAL LIVING AREA 3,092 SF GUEST HOUSE GARAGE PORCH, BBQ AREA 231 296 377 SF SF SF TOTAL 904 SF BUILDING TYPE : 2014 FLORIDA BUILDING CODE, CHAPTER 6 : TYPE FIVE (V-8), UNPROTECTED MATERIALS : CMU EXTERIOR WALLS, WOOD TRUSSES, CLAY TILE ROOF, FIRE RESISTANCE RATINGS FROM TABLE 600 FIRE RESISTANCE RATINGS REQUIREMENTS PER FBC TABLE 601 BUILDING ELEMENT TYPE V-B STRUCTURALFRAME INCLUDING COLUMNS, GIRDERS, TRUSSES 0 BEARING WALLS EXTERIOR 0 INTERIOR 0 NONBEARING WALLS AND PARTITIONS 0 EXTERIOR NONBEARING WALLS AND PARTITIONS INTERIOR 0 FLOOR CONSTRU ; � ION INCLUDING SJPPORTING BEAMS AND JOISTS 0 ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS 0 FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE - FBC TABLE 602 FIRE SEPARATION DISTANCE (FEET) TYPE OF CONSTRUCTION RO B >20, <30 V-B 0 > 30 ALL MAXIMUM AREA OF EXTERIOR WALL OPENINGS - FBC TABLE 704.8 CLASSIFICATION OF OPENING FIRE SEPARATION DISTANCE GREATER THAN 30 FEET PROTECTED NO LIMIT UNPROTECTED NO LIMIT BUILDING HEIGHT: 3 STORY, 40' MAXIMUM ALLOWABLE HEIGHT PER FBC: TABLE 503 ACTUAL HEIGHT = SEE EXTERIOR ELEVATIONS: A -3 Et A - 4 (t 25'-0") FIRE SEPARATIONS: NONE EXIT REQUIREMENTS: OCCUPANCY GROUP R-3: FBC EXIT REQUIRED PER DWELLING UNIT 1 MINIMUM EXIT DOOR CLEAR WIDTH 36" MINIMUM HALLWAY WIDTH 36" MINIMUM STAIR WIDTH 36" MAXIMUM STAIR RISER 7Y47 MINIMUM TREAD DEPTH 101, DO studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33127 T: 305 57G G888 F: 305 57G G844 DSS ARCHITECTURE, INC. 1 170 NEEDLEWOOD LOOP OVIEDO, FL 327G5 T:407 580 9172 , (+ ew-1 REV1510N5: IQ 08.14. 2017 KEVE'JdCOMMENTO OWNEK'S CHANGL51 PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRE55: 10007 NE 4th AVE MIAMI SHORES FLORIDA 33135 PROJECT No. SCALE: DATE. - DRAWN: CHECKED: DRAWING TITLE: 1 /4"= 1 '-O" APRIL 03, 2017 DJS CHECKED 5Y: DO COVER PAGE SHEET NO. CVR 5'-0" SIDE PROPERTY LINE -� REAR PROPERTY r — LINE 500 20' 00" E 115.00' T= — — — — � REAR BUILDING SETBACK SIDE BUILDING SETBACK rn I EX15TING METER/ ELECTRICAL PANEL NEW PAVED PATH TO CABANA BATH GATE I EXISTING POTj OL T EQUIPMENT — / /� L N �6 EPLACE WATER _ o 2 6 2 6 CONNECTION I D103 EXIST �CABANA' 0 OR\ BATH GAS TANK u 3 NEW BATH LOCATION AN FIXTURES W5 WS CONNECTION i kGUE5�T XISTING I ` D 102 HOUSE> cM FFNEW PAVERS GARAGE WS FF=8.95O I EXISTING CLAY WS �II PORCH TILE ROOF c, u — 1 Fl o EXISTING WS EL.8.88 W o COURTYARD EXISTING POOL DECK 0 •EL.8.88 NEW GA OU EL, 10.00 BBQ NEW SLAB of I i, NEW ao W W5 WS BALCONY Of D OF DRAIN FIELD OfSEEPAPPROX. LOCATION 1/ OF SEPTIC TANK NEW PAVERS NEW WALL TO MATCH EXISTING WALL HEIGHT 15 4'-5" AFF NEW HEDGE ALONG NEW WALL 1 5'-0" *TW NEW HEDGE ALONG EXISTING WALL Gv'9TING TREE TO REMAIN SIDE BUILDING SETBACK I I • EL.9.2 NEW PAVERS WS EXISTING CLAY TILE ROOF /11 NEW CLAY / J EXISTING TILE ROOF �� FLAT ROOF 101 0 2 STORY \ EXISTING EXISTING RESIDENCE \ CHIMNEY 12 0 FF-- 10 90 9 101/2" 8_0„ �IU EL. 0IU ° OIu O I 8' W. x 4' H. (MAX.) SINGLE _° DRIVEWAY SLIDING GATE OIU IU ENTRANCE o , BRICK PAVERS N N ' FRONT BUILDING SETBACK NEW DRIVEWAY EXISTING OAK TREE TO REMAIN 4'_0" OIL I - R7,_6„ 17'-10 1 /2" EL.8.9 _ FRONT 51DEWALK PROPERTY LINE NE 4TH AVENUE ELEVATION @ ROAD CROWN = 9.57 NORTH TW I SIDE PROPERTY LINE EXISTING WALL HEIGHT IS 4-5" AFF r� DOOR 5ChEDULE - GUEST HOU5E NO LOCATION MAKE/ MODEL MATERIAL TYPE i 51ZE QUANTITY REMARKS FRONT CGI - 238 SERIES ALUM/ SINGLE/ 3G"x 50" 1 IMPACT RES15TANT D 01 ENTRANCE THE ESTATE COLLECTION GLASS SWING D 102 NOT USED D 1 03 CABANA BATH BY OWNER COMPOSITE SINGLE/ 28"x 80" INTERIOR SWING CABANA BATH CGI - 238 SERIES ALUM/ SINGLE/ 32"x 80" 1 IMPACT RESISTANT D 104 EXTERIOR THE ESTATE COLLECTION GLA55 SWING GARAGE CGI - 238 SERIES ALUMINUM SINGLE/ 3G"x 60" IMPACT RESISTANT D 105 EXTERIOR THE ESTATE COLLECTION SWING WINDOW SCHEDULE - GUEST HOUSE NO LOCATION MAKE MODEL MATERIAL TYPE SIZE QUANTITY REMARKS W 1 01 GUEST HOUSE CGI - 238 SERIES THE ESTATE COLLECTION ALUM/ GLASS CASEMENT 3G"x 42" 1 IMPACT RESISTANT W/3/4" INSULATED LOW E GLA55 W 102 GUEST HOUSE CGI - 238 SERIES THE ESTATE COLLECTION ALUM/ GLASS CASEMENT 30"x 42" 1 IMPACT RESISTANT W/3/4" INSULATED LOW E GLA55 NOTE: CGI - 238 SERIES THE ESTATE COLLECTION - IMPACT RESISTANT FLORIDA APPROVAL #GOG5. 1 MIAMI DADE NOA NO. 1 5-05 1 2. 10 DESIGN PRESSURE: + 1 10.0 / - 1 95.0 ZONING INFORMATION: OCCUPANCY GROUP: R-I SINGLE FAMILY RESIDENTIAL ZONING: R-2 1 - RESIDENTIAL DISTRICT BUILDING SETBACKS: FRONT YARD (CORNER LOT): 15 FT SIDE YARD: 15 FT STREET SIDE YARD: 15 FT REAR YARD: 15 FT MAX. HEIGHT: 35 FT EXISTING MAIN HOUSE: 2,57G 50. FT NEW HOUSE ADDITION 3G2 50. IT, TOTAL LIVING AREA 2,038 SQ. FT MAIN HOUSE INTERIOR CUBIC VOLUME: 23,827 CU. FT GUEST HOUSE/ GARAGE: 900 SQ. FT, ENTRANCE PORCH: G3 SQ. FT. REAR PORCH: 358 SQ, FT. POOL W/ POOL DECK: 1,270 5Q.FT. DRIVEWAY: I ,OG4 SQ. FT. WALKWAY: 71 SQ. FT WALL: 295 SQ. FT LOT TOTAL: 17,250 SQ. FT, F.A.K: 0,222 IMPERVIOUS SURFACES LOT COVERAGE: 0.32 (32 %) NOTE: NEW 6" HIGH BERM 1'-0" WIDE ALONG PERIMETER OF PROPERTY. BERM IS REQUIRED TO BE CONSTRUCTED OF SUITABLE FILL MATERIAL, NO MUCK OR OPEN GRADED SILICA, COMPACTED TO 92% DENSITY, AND SODDED OR STABILIZED IN AN APPROVED METHOD TO PREVENT EROSION DO studio 2700 N. MIAMI AVENUE #406 MIAMI FL 33 1 27 T: 305 57G G888 F: 305 57G G844 D55 ARCHITECTURE, INC. 1 170 NEEDLEWOOD LOOP OVIEDO, FL 327G5 T:407 580 9 172 REVISIONS: ID 08.14.-2017 REVIEW COMMENTS _. OWNER'S CRAW t5 PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI 5HORE5 FLORIDA 33138 LIGHTING LEGEND OIU IN -GROUND UP -LIGHTING PROJECT No. *TW TOP OF GARDEN WALL MOUNT (WALL HEIGHT IS 4-5 ) SCALE: FFWS EXTERIOR WALL SCONCE DATE: DRAWN: J.BOX FOR LIGHTING FIXTURE AND FAN CEILING MOUNTED CHECKED: -CM CEILING MOUNT DRAWING TITLE: 2'x4' FLUORESCENT FF LIGHT FIXTURE 51TE PLAN RECESSED LIGHT FIXTURE TO BE: OR ARW "WAC" 2" SQUARE LED #T709 WHITE COLOR TEMP. 2700 K () 4.5 W) SHEET NO. APRIL 03, 2017 BJ5 CHECKED BY: DO 1 51TE PLAN - Option #2 SCALE: 1 /8"= 1 '-0" Sly- 100 2NJ SECOND FLOOR PLAN - EXISTING jF SCALE: I /4"= 1-1-OH DO studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33 127 T: 305 57G G888 F: 305 57G G644 DSS ARCHITECTURE, INC. 1 170 NEEDLEWOOD LOOP OVIEDO, FL 327G5 T:407 580 0172 ri1 KEV1510N5: 08.14. 20!"7_ REVIEW COMMENT5 OWNER'5 CHANCE PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRE55: 10007 NE 4th AVE MIAMI SHORES FLORIDA 33138 PROJECT No. SCALE: DATE: DRAWN: CHECKED: DRAWING TITLE: 1 /4"= 1 '-0" APPIL 03, 2017 BJS CHECKED BY: DO EXISTING FLOOR PLANS FIRST FLOOR PLAN - EXISTING SCALE: 1 /4"= I '-0" SHEET NO. A-101 2 SECOND FLOOK PLAN — DEMOLITION SCALE: 1 /4"= 1 '—O" F— — — — —— I—------ ��e .e s .•u.s SCALE: 1 /4"= 1 '-0' DEMOLITION PLANS FIK5T FLOOK PLAN — DEMOLITION SCALE: 1 /4"= I-0" Xref AX-TITLEBLOCK 24X36.dwg A-103 NEW WINDOWS IN EXISTING OPENINGS. INSTALL ACCORDING TO FLORIDA APPROVED MANUFACTURERS INSTALLATION DETAILS mr�rmma�.�.nr�-�m�-rrm NEW REINFORCED CMU WALL WITH 3-COAT STUCCO OVER I �" RIGID INSULATION ON Z-STRIPS SEE DETAIL ON DWG A-104 AND STRUCTURAL DRAWINGS. 21 SECOND FLOOR PLAN - DESIGN STUDY I SCALE: 1 /411= 1 1-011 ALL EXTERIOR WALLS TO RECEIVE NEW 3-COAT STUCCO OVER I J" RIGID INSULATION ON Z-STRIPS SEE DETAIL ON DWG A-104. L O ALL EXTERIOR WALLS TO RECEIVE NEW T STUCCO VER SEE DETAIL ON INSULATION DWG 0 Z I Z' RIGID INSULATION ON Z-STRIPS _ 2'-s° 3'0" v DINING ROOM FAMILY ROOM l0 0 NEW WINDOWS. INSTALL b o ¢� Q POWDER b ACCORDING TO FLORIDA j ROO APPROVED w o -T MANUFACTURERS N o INSTALLATION DETAILS I - -J - Ln 1)I08 3'-Iz" 4,_I Zia- L- o L- �� MUDROOM �� NN E5Y�I PANTRY I DW �CJ�I 9 o 6 I� r KITCHEN 0 W 104 4-_5" E'_2° 4_5" NEW REINFORCED CMU WALL WITH 3-COAT STUCCO OVER I �" RIGID INSULATION ON Z-STRIPS SEE DETAIL ON DWG A-104 AND STRUCTURAL DRAWINGS. 0'-5" (V W 102 FIRST FLOOR PLAN - DESIGN STUDY I SCALE: 1 /4"= 1 1-011 = x D� FOYER I NEW FRONT PORCH REUSE EXISTING EXTERIC FRENCH DOORS FROM \ DINING * LIVING ROOMS I D103 5UNROOM REUSE EXISTING EXTERIOR FRENCH DOORS FROM DINING 4 LIVING ROOMS O co 4 AC wlo7 NEW WINDOWS IN EXISTING OPENINGS. INSTALL ACCORDING TO FLORIDA APPROVED MANUFACTURERS INSTALLATION DETAILS DOOR SCHEDULE - SECOND FLOOR: DDE NO LOCATION MAKE/ MODEL MATERIAL TYPE CODE 51ZE REMARKS SURE D201 BEDROOM #3 WOOD 30"x 80"1 SWING D202 WALK-IN WOOD SINGLE/ 25"x 60" CLOSET #3 SWING D203 BATHROOM #3 WOOD SINGLE/ 30N 50" SWING D204 LAS BATHROOM WOOD 30"x 80" SWING D205 ELLA'5 WALK-IN WOOD SINGLE/ 25N 50" CLOSET SWING D206 NOT USED D207 ELLA5 WOOD SINGLE/ 30"x 80" INTERIOR/ BEDROOM SWING 180' SWING D208 MASTER WOOD SINGLE/ 3011x 50" BEDROOM SWING D209 HER WALK-IN WOOD SINGLE/ 30N 50" CLOSET POCKET D210 HIS WALK-IN WOOD SINGLE/ 30N 80" CLOSET POCKET D21 I MASTER WOOD DOUBLE/ PAIR BATHROOM SWING 24N 801, D2 12 MASTER WOOD SINGLE/ 30"x 50" TOILET SWING 1 WINDOW SCHEDULE - SECOND FLOOR: NO LOCATION MAKE/ MODEL MATERIAL TYPE 51ZE QUANTITY REMARKS DESIGN PRESSURE W201 MASTER CGI - 238 SERIES ALUM/ CASEMENT (2) 40"x 54" 2 IMPACT RESISTANT W/3/4" + 110.0 PSF BEDROOM THE ESTATE COLLECTION GLA55 CUSTOM INSULATED LOW E GLA55 -195.0 P5F W202 MASTER CGI - 238 SERIES ALUM/ CASEMENT (3) 4ON 54" IMPACT RESISTANT W/3/4" + 110.0 P5F BEDROOM THE ESTATE COLLECTION GLA55 CUSTOM INSULATED LOW E GLASS -155.0 PSF W203 MASTER CGI - 238 SERIES ALUM/ CASEMENT 36"x 54" 2 IMPACT RESISTANT W/3/4" + 110.0 PSF BATHROOM THE ESTATE COLLECTION GLA55 INSULATED LOW E GLASS -195.0 PSF W204 WINDOW CGI - 238 SERIES ALUM/ CASEMENT 20"x 30" IMPACT RESISTANT W/3/4" I + 1 10.0 PSF SEAT AREA THE ESTATE COLLECTION GLA55 INSULATED LOW E GLASS -105.0 PSF W205 BATHROOMS: CGI - 238 SERIES ALUM/ CASEMENT (2) 32"x 42" 2 IMPACT RESISTANT W/3/4" + 110.0 PSF ELLA5 AND #3 THE ESTATE COLLECTION GLASS INSULATED LOW E GLA55 -1 55.0 PSF W206 BATHROOMS: CGI - 238 SERIES ALUM/ CASEMENT 20'N 42" 4 IMPAC"i RESISTANT W/3/4" + 110.0 P5F ELLA'S AND #3 THE ESTATE COLLECTION GLASS INSULATED LOW E GLASS -1 95.0 PSF CGI - 238 SERIES ALUM/ IMPACT RE515TANT W/3/4" + 110.0 P5F W207 BATHROOM #3 THE ESTATE COLLECTION GLASS CASEMENT 36"x 54" 1 INSULATED LOW E GLASS - 155.0 PSF W208 HER WALK-IN CGI - 238 SERIES ALUM/ CASEMENT 36"x 54" 1 IMPACT RESISTANT Wl3/4" + 110.0 PSF I CLOSET THE ESTATE COLLECTION GLA55 INSULATED LOW E GLA55 -195.0 PSF MASTER CGI - 238 SERIES ALUM/ CASEMENT 40"x 54" 2 IMPACT RESISTANT W/3/4" + 110.0 PSF W209 BEDROOM THE ESTATE COLLECTION GLA55 CUSTOM INSULATED LOW E GLA55 -105.0 PSF W2 10 ELLA5 CGI - 238 SERIES ALUM/ CASEMENT (2) 36"x 54" 1 IMPACT RESISTANT W/3/4" + 1100 PSF BEDROOM THE ESTATE COLLECTIONI GLA55 INSULATED LOW E GLASS -195.6 PSF DOOR SCHEDULE - FIRST FLOOR: NO LOCATION MAKE/ MODEL MATERIAL TYPE 51ZE CODE 51ZE REMARKS DE5(GN PPPE SURE DIOI FRONT CGI - 450 SERIES ALUM/ SINGLE/ 3050 30l 96" IMPACT RESISTANT + 110.0 PSF ENTRANCE THE ESTATE COLLECTION GLA55 SWING I " INSUL./ LOW E GLASS 05.0P5F D 102 SUNROOM EXISTING/ RELOCATED EXISTING FRENCH/ EXISTING FROM LIVING ROOM DB/ SWING D 103 SUNROOM EXISTING/ RELOCATED EXISTING FRENCH/ EXISTING FROM LIVING ROOM DB/ SWING DINING ROOM/ CGI - 450 SERIES ALUM/ FRENCH/ 6080 74"x 96" IMPACT RESISTANT + I 10.0 PSF D) 04 EXTERIOR THE ESTATE COLLECTION GLA55 DB/ SWING I " INSUL/ LOW EGLASS -195.0 PSF D 105 FAMILY ROOM CGI - 450 5ERIE5 ALUM/ FRENCH/ 6080 IMPACT RESISTANT + 1 10.0 PSF EXTERIOR THE ESTATE COLLECTION GLASS DB/ SWING 74 x 96' 1 " IN5UL./ LOW E GLA55 - 195.0 P5F D I06 FAMILY ROOM CGI - 450 SERIES ALUM/ FRENCH/ 6080 74"x 96" IMPACT RES15T.ANT + 110.0 P5F EXTERIOR THE ESTATE COLLECTION GLASS DE/ SWING I" INSUL./ LOW E GLA55 105.0 PSF D 107 MUD ROOM/ CGI - 450 SERIES ALUM/ SINGLE/ 3080 38"x 96" IMPACT RESISTANT + 110.0 PSF EXTERIOR THE ESTATE COLLECTION GLASS SWING I" INSUL./ LOW E GLA55 .0 PSF D 08 MUD ROOM/ WOOD SINGLE/ 30"x 80" INTERIOR SWING v pp D 09 POWDER WOOD SINGLE/ 3ON 80 " ---- ROOM/ INT SWING DIIO PANTRY/ WOOD SINGLE/ 30"x 80" INTERIOR SWING WINDOW SCHEDULE - FIRST FLOOR: DESIGN NO LOCATION MAKE/ MODEL MATERIAL TYPE SIZE QUANTITY REMARKS PRESSURE CGI 238 SERIES ALUM/ IMPACT RESISTANT W/3/4" + 110.0 PSF W 01 STAIRS THE ESTATE COLLECTION GLASS CASEMENT 28"x 36" I INSULATED LOW E GLASS -195.0 PSF W 102 KITCHEN CGI - 238 SERIES ALUM/ CASEMENT (4) 3ON Gel,I IMPACT RESISTANT W/3/4" + I 10.0 PSF THE ESTATE COLLECTION GLA55 INSULATED LOW E GLASS -195.0 PSF CGI - 238 SERIES ALUM/ IMPACT RESISTANT W/3/4" +I W 103 KITCHEN THE ESTATE COLLECTION GLA55 FIXED 3ON 6G" 2 INSULATED LOW E GLASS 900 PSFF W 104 MUD ROOM CGI - 238 SERIES ALUM/ CASEMENT (2) 32"x 72" 1 IMPACT RESISTANT W/3/4" + I 1 0.0 PSF PSF THE ESTATE COLLECTION GLA55 INSULATED LOW E GLA55 -195.0 CGI 238 SERIES ALUM/ IMPACT RE515TANT W/3/4" + 110.0 P5F W 105 MUD ROOM THE ESTATE COLLECTION GLASS CASEMENT 2) 30"x 60° INSULATED LOW E GLASS -1 95.0 PSF POWDER CGI - 238 SERIES ALUM/ IMPACT RE515TANT W/3/4" + 110.0 PSF W 106 ROOM THE ESTATE COLLECTION GLA55 CASEMENT 32"x 48" INSULATED LOW E GLASS -1 05.0 P5F CGI - 238 SERIES ALUM/ IMPACT RE515TANT W/3/4" +1900 W 107 SUNROOM THE ESTATE COLLECTION GLA55 CASEMENT (2) 32N GO 2 INSULATED LOW E GLASS SFF CGI - 238 SERIES ALUM/ MPA.CT RESISTANT W/3/4" + I 1 0.0 P5F W 108 SUNROOM THE ESTATE COLLECTION . GLA55 CASEMENT (2) 24"x 66" 3 INSULATED LOW E GLASS 95.0 PSF NOTE: CGI - 238 SERIES THE ESTATE COLLECTION - IMPACT RESISTANT FLORIDA APPROVAL #6065. 1 MIAMI DADE NOA NO. 1 5-05 1 2. 19 DATEji 1 2700 N. MIAMI AVENUE #408 MIAMI FL 33127 T: 305 57G G888 F: 305 57G G844 D55 ARCHITECTURE, INC. 1 170 NEEDLEWOOD LOOP OVIEDO, FL 327G5 T:407 580 9172 REVISIONS: • O 05. 14. 201 i REVIEW COMMENTS OWNL2R'5 l ° - L • PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI SHORES FLORIDA 33138 PROJECT No. SCALE: DATE: DRAWN: CHECKED: DRAWING TITLE: 1/4"= I'-0" APRIL 03, 2017 BJS CHECKED BY: DO NEW FLOOR PLANS DOOR * WINDOW 5CHEDULE5 SHEET NO. A-103 2 SECOND FLOOR PLAN - DE51GN STUDY I - RCP SCALE: 1 /411= 1 '-011 LEGEND O KECE55ED LIGHT FIXTURE TO 86 ARW R "WAC" 2" 5QUARE LED #T709 WHITE {j COLOR TEMP. 2700 K (14.5 W) �"CM CEILING MOUNT ¢P PENDANT WALL SCONCE W5 FOR LIGHTING FIXTURE AND FAN C FAN CEILING MOUNTED FLOOR MTD. OUTLET HALF SWITCHED OUTLET Q EXHAUST FAN C UNDEKCABINET (XENON) LIGHT B.O.F. CEIL'G FINISH TO 80TTOM OF FRAMING LEGEND O RECESSED LIGHT FIXTURE TO BE: ARW R "WAC" 2" SQUARE LED #T709 WHITE {j COLOR TEMP. 2700 K (14.5 W) TGM CEILING MOUNT *CM \/ U ¢P PENDANT �} FAMILY ROOM j SUNROOM ' T WS WALL SCONCE OR OR OR DQ (} STANDARD OUTLET �"CM �CM WSC'/� a J.BOX FOR LIGHTING FIXTURE AND CANOPY Fl FAN CEILING MOUNTED MUD ROOM jj - _ P FLOOR MTD. OUTLET tIIUC OR, OKi HALF SWITCHED OUTLET Q EXHAUST FAN C UNDER CABINET LIGHT UC B.O.F. CDL'G FINISH TO BOTTOM OF FRAMING LIGHT FIXTURES SCHEDULE MARK TYPE MANUFACTURE MODEL LAMP TYFE REMARKS ((�� R RECESSED ARW "WAG" 2" 5QUARE LED #T709 WHITE COLOR TEMP. 2700 K ( 1 4.5 VV) q2 RECESSED TBD TBD TBD {'} TCM I CEILING MOUNT TBD y TBD TBD YCM2 CEILING MOUNT TBD TBD TBD PI PENDANT TBD TBD TBD *P2 PENDANT TBD TBD TBD PENDANT TBD TBD TBD �*P3 TWSI WALL SCONCE TBD TBD TBD leh WALL SCONCE TBD TBD TBD �WS3 WALL SCONCE TBD T5D TBD CEILING FAN WITH LIGHT FIXTURE TBD TBD TBD NOTE: ALL FIXTURES NOT SELECTED YET WIIL BE 150 WATT5 MIN. PENDANTS WILL BE 300 WATTS MIN. DO studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33127 T: 305 57G G886 F: 305 57G G844 D55 ARCHITECTURE, INC. 1170 NEEDLEWOOD LOOP OVIEDO, FL 327G5 T:407 580 9172 REVISIONS: Ip 05. 14. 201 7 REVIEW COMMENTS OWNER'S CFIANGE5 PROJECT NAME: BUTLER RE51 DENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI SHORES FLORIDA 33138 PROJECT No. SCALE: 14" 1'-0" DATE: APRIL 03, 2017 DRAWN: BJ5 CHECKED: CHECKED BY: DO DRAWING TITLE: NEW REFLECTED CEILING PLANS FIRST FLOOR PLAN - DESIGN STUDY I - RCP SCALE: 1 /4"= 1 '-011 SHEET NO. A- 106 TOP OF NEW ROOF 24'-2" ROOF ALL TRIMS WILL BE PAINTED WHITE NEW CANVAS AWNING — NE*WALL TO 21 DESIGN STUDY I - WE5T ELEVATION SCALE: 1/411= 1'-011 NEW CMU WALL W/STUCCO OVER RIGID INSULATION STUCCO PAINT TO BE Off WHITE 8' ALUM SLIDING GATE ZONE 4 32A0 +43.3 PSF SF 47.0 P5F NEW CLAY TILE ROOF TO MATCH EXISTING NEW ADDITION EXISTING CLAY TILE ROOF — EXISTING WALL W/ NEW STUCCO OVER RIGID INSULATION — ZONE 4 13.50 5F +43.3 P5F 47.0 P5F EXISTING WALL W/ NEW STUCCO OVER RIGID INSULATION ZONE 4 7.00 5P NEW BAY WINDOW +43.3 P5F --- -- -- -47.0 P5F -- CJ 1 I _ 1 f�36�11�@7iCl1lb73 NEW CLAY TILE ROOF T! I.A/.T W GVIGTIAI/` NEW CANVAS AWNINGS. ALL CANVAS ARE BLACK AND WHITE STRIPE TOP OF EXISTING ROOF — 251_41 MR EXISTING WALL W/ NEW STUCCO OVER RIGID INSULATION EXISTING WALL W/ NEW STUCCO OVER RIGID INSULATION FIR5T ZONE 4 NEW LIMESTONE 24.00BF +43.3 P5F BASE AT BAY WINDOW -47.0 P5E NOTE: ALL WINDOWS AND EXTERIOR DOORS ARE DADE COUNTY APPROVED IMPACT RESISTANT. DO studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33127 T: 305 57G G888 F: 305 57G G844 D55 ARCHITECTURE, INC. 1 170 NEEDLEWOOD LOOP OVIEDO, FL 327G5 T:407 580 9172 REVISIONS-- Q 05.) 4. 2C 17 REVIEW COMMENTS OWN".' 'IANGES PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI SHORES FLORIDA 33138 PROJECT No. SCALE: 114"= P-O' DATE: APRIL 03, 2017 DRAWN: BLS CHECKED: CHECKED BY: DO DRAWING TITLE: NEW EXTERIOR ELEVATIONS I DESIGN STUDY I - NORTH ELEVATION SCALE: 1 /411= 1 '-011 SHEET NO. EXISTING CLAY NEW CLAY TILE ROOF TILE ROOF TO MATCH EXISTING TOP OF EX15TING ROOF 25-4 TOP OF NEW ROOF ROOF 8 & RING TOP OF PARAPET F ZONE 5 I ZONE 41 8.G7 5F 1 4.17 SF CJ +43.3 F5F 13,50 SF +43.3 PSF 13.50 5F CJ +43.3. F5F 28.50 5F +43.3 P5F NEW CMU WALL 43.3 PSF 1 -47.0 F5F -47.0 PSF -47.0 P5F -58.0 P5F W/ STUCCO OVER 7.0 P5F ZONE 4 RIGID INSULATION 5F _ +43.33.3 PSF NEW CANVAS AWNING EXISTING WLL - EXISTING WALL W/ NEW CJ SECOND FLOOR LEVEL W/ NEW STCCO OVER RIGIGIN5UL.ATION ALL TRIMS TO BE PAINTED WHITE STUCCO OVER RIGID INSULATION zoNE a ae.33 sF ZONE 4 o.67 sF +43.3 PSF 10'-5" CJ +43.3 P5F 47.0 PSF -I 47.0 PSF NEW CMU WALL W/ STUCCO OVER RIGID INSULATION ZONE 4 - ZONE 4 45.33 5F 43.33 5F " - +43.3 P5F +43.3 PSF - -- -47.0 F5F -47.0 PSF ZONE 4 23.33 5F -- "ONE f Z 24.00 4 +43.3 PSF FIRST FLOOR LEVEL #3.3 FSF 47.0 PSF 47.0 PSF - 8' ALUM SLIDING GATE NEW (3) PAIRS OF & HIGH FRENCH DOORS EXISTING HOUSE NEW ADDITION NEW WALL TO IN PLACE OF REMOVED It MATCH EXISTING NOTE: ALL WINDOWS AND EXTERIOR DOORS ARE DADE COUNTY APPROVED IMPACT RESISTANT. DESIGN STUDY I - EAST ELEVATION 2 SCALE: 1 /411= 1 '-011 EXISTING CLAY TILE ROOF TOP OF EXISTING ROOF 25'-4" ROOF LEAPING ZONE 4 ZONE 4 5.83 5F 5.83 5F CJ +43.3 PSF +43.3 PSF CJ EXISTING WALL -47.0 P5F a7.o FSF W/ NEW STUCCO OVER RIGID INSULATION z6a 5.83 SF +43.3 PSF 5NE 4 5.83 SF +43.3 F5F 47.0 PSF - NEW CANVAS AWNING ALL TRIMS TO BE PAINTED WHITE ZONE4 22.00 sF +43.3 PSF SECOND FLOOR LEVEL CJ 47.0 P5F CJ 0'-5" ZONE 5 ZONE 4 22.00 5F '-- _- +43.3 PSF --- - - - ZONE 4 ---- 22.00 SF +43.3 P5F 1 1 3.75 5F 47.0 F5F -47.0 P51' i5 rt, 53PSF .3 EXISTING - EXISTING WALL W/ NEW CJ STUCCO OVER RIGID C J _ FIR5T FLOOR LEVEL INSULATION NEW LIMESTONE BASE AT BAY WINDOW BEYOND DESIGN STUDY I - SOUTH ELEVATION SCALE: 1 /411= 1 '-011 2700 N. MIAMI AVENUE #406 MIAMI FL 33127 T: 305 57G G888 F: 305 576 6844 DSS ARCHITECTURE, INC. 1 170 NEEDLEWOOD LOOP OVIEDO, FL 327G5 T:407 580 5172 REVISIONS: IQ 05. 14. 2017 REVIEW COMMENTS OWNER'S CHANGES PROJECT NAME: BUTLER RE51 DENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI SHORES FLORIDA 33138 PROJECT No. SCALE: DATE: DRAWN: CHECKED: DRAWING TITLE: 1 /4"= 1 '-0" APRIL 03, 2017 BJS CHECKED BY: DO NEW EXTERIOR ELEVATIONS 2 SHEET NO. A -IQ NEW WINDOWS IN EXISTING OPENINGS. INSTALL ACCORDING TO FLORIDA APPROVED MANUFACTURERS INSTALLATION DETAILS NEW WINDOWS. INSTALL ACCORDING TO FLORIDA APPROVED W203 W203 W204 W210 MANUFACTURERS -- BUILT-IN INSTALLATION DETAILS WS O V ' \ SHELVES W205 N ELLA`5 �WS o BEDROOM �C/ W201 I1� WINDOW � ELLA'S MASTER SEAT BATHROOM BATHROOM WS o N 3 TALL — D204 5TO 2\2,y O �� � � N LA'S - TOILET j = o WALK-IN CLOSET MASTER �, N�b-jBEDROOM oI ------- - Q II N D I�D208 �\ D201 � lco,) - I o WALK -I � � CLOSET D'10 D209 AC D202 0 I I I o I I I I HIS WALK -I N HER WALK-IN BEDROOM #3 CLOSET CLOSET BATHROOM #3 D203 W20I NEW REINFORCED CMU WALL W205 WITH 3-GOAT STUCCO OVER I �" RIGID INSULATION ON Z-STRIPS ALL EXTERIOR WALLS TO RECEIVE SEE DETAIL ON DWG A- 104 - -- NEW 3-COAT STUCCO OVER AND STRUCTURAL DRAWINGS. W205 W207 I �" RIGID INSULATION ON Z-5TRIFS SEE DETAIL ON DWG A- 104. SECOND FLOOR FURNITURE PLAN - DE51GN STUDY I 2 SCALE: 1 /4" = 1 '-0" ALL EXTERIOR WALLS TO RECEIVE NEW 3-COAT STUCCO OVER I �" RIGID INSULATION ON Z-STRIPS — SEE DETAIL ON DWG A- 104. o - W107 J DINING ROOM -m WIOG FAMILY ROOM j I NEW WINDOWS. INSTALL O> o — ¢ Q POWDER REUSE EXISTING EXTERIOR FRENCH DOORS FROM o ACCORDING TO FLORIDA �I DINING LIVING ROOMS — APPROVEDPOO = C) ' �I MANUFACTURERS N INSTALLATION DETAILS ❑ -- D 03 J - KIN o SUNROOM o D108 - 3 _ � � - — DIOI MUD ROOM I � I �! I REUSE EXISTING EXTERIOR o ESr� PANTRY DW FRENCH DOORS FROM p — FOYER DINING #LIVING ROOM5 II o I� it Z o I I b KITCHEN D 102 =� W104 REF. r C) AC W 107 NEW REINFORCED GMU WALL L — — — — WITH 3-COAT STUCCO OVER NEW WINDOWS IN EXISTING I J" RIGID INSULATION ON Z-STRIPS --``_ OPENINGS. INSTALL ACCORDING SEE DETAIL ON DWG A- 104 W 01 TO FLORIDA APPROVED AND STRUCTURAL DRAWINGS. m h MANUFACTURERS INSTALLATION o _o DETAILS NEW FRONT PORCH W102 FIRST FLOOR FURNITURE PLAN - DE51GN STUDY I SCALE: 1 /4"= 1 '-0" D 0 studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33 127 T: 305 57C G888 F: 305 57G G844 D55 ARCr11TECTURE, INC. 1 170 NEEDLEWOOD LOOP OVIEDO, FL 327G5 T:407 580 3172 REVISIONS: IQ 08.14. 2017 KE\VIEW,-0MMENT5 OWNER'S Ct1ANGE5 PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI SHORES FLORIDA 33138 PROJECT No. SCALE: 114"= I'-O' DATE: APRIL 03, 2017 DRAWN: BJS CHECKED: CHECKED BY: DO DRAWING TITLE: PROPOSED FURNITURE PLANS SHEET NO. 1 1. 2. 3. 4. 5. Lei 7. 1. VERTICAL CONTROL JOINT 2. SELF -FURRED LATH PLAN VIEW 3. WATER-RESISTANT BARRIER TO BE CONTINUOUS BEHIND JOINTS 4. HORIZONTAL CONTROL JOINT, BUTT TO VERTICAL CONTROL JOINT 5. SEALANT -EMBED CONTROL JOINT ENDS AT INTERSECTION 6. SET ENDS OF CONTROL JOINT IN A BED OF SEALANT 7. CUT FLANGES OF CONTROL JOINT SO AS TO CREATE A TIGHT FIT WITH A UNIFORM DEPTH NOTE: CAULK ALL BUTT JOINTS, END, ANGLES, CORNERS AND INTERSECTIONS AT TIME OF INSTALLATION 3-COAT STUCCO EXPANSION JOINT APPLICATION AND INSTALLATION ASTM C1063 — Current (2106) Edition Standard Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement -Based Plaster As referenced by: FBC 2014 Section 2507 - Lathing & Plastering FBC 2014 Table 2507.2 -- Lath, Plastering Materials and Accessories k�. 7.11.2.1 External Corner Reinforcement --External corner reinforcement shall be installed to reinforce all external corners where corner bead is not used. Where no external corner reinforcement or corner bead is used, lath shall be furred out and carried around corners not less than one support on frame construction. 7.11.3 Casing Beads--Nonload-bearing members shall be isolated from load -bearing members, and all penetrating elements, with casing beads or other suitable means, to avoid transfer of structural loads, and to separate from dissimilar materials. 7.11.4 Control Joints -General --Control joints shall be formed by using a single prefabricated member or fabricated by installing casing beads back to back with a flexible barrier membrane behind the casing beads. The separation spacing shall be not less than W in. (3.2 mm) or as required by the anticipated thermal exposure range and shall be in conformance with 7.10.1.5. 7.11.4.1 Control Joints --Control (expansion and contraction) joints shall be installed in walls to delineate areas not more than 144 ft2(13.4 m2) and to delineate areas not more than 100 ft2(9.30 m2) for all horizontal applications, that is, ceilings, curves, or angle type structures. 7.11.4.2 The distance between control joints shall not exceed 18 ft (5.5 m) in either direction or a length -to -width ratio of 2W to 1. A control joint shall be installed where the ceiling framing or furring changes direction. 7.11.4.3 A control joint shall be installed where an expansion joint occurs in the base exterior wall. 7.11.4.4 Wall or partition height door frames shall be considered as control joints. 7.11.5 Foundation Weep Screed --Foundation weep screed shall be installed at the bottom of all steel or wood framed exterior walls to receive lath and plaster. Place the bottom edge of the foundation weep screed not, less than 1 in. (25 mm) below the joint formed by the foundation and framing. The nose of the screed shall be placed not less than 4 in. (102 mm) above raw earth or 2 in. (51 mm) above paved surfaces. The weather resistivebarrier and lath shall entirely cover the vertical attachment flange and terminate at the top edge of the nose or ground flange. ASTM C 926: A2.2.3 — Where vertical and horizontal exterior plaster surfaces meet, both surfaces shall be terminated with casing beads with the vertical surface extending at least 1/4 inch below the intersecting horizontal plastered surface, thus providing a drip edge. The casing bead for the horizontal surface shall be terminated not less than 1/4 inch from the back of the vertical surface to provide drainage. N- 'L• b • p0 sc UJ UJ ce 1rn z co Qn z Ln a w LL- u l7 z w > J UJ U-1 Ld `�' L LU ?>- I— r"I W cn rPi V xa 16 ENSURE MINIMUM 6" BETWEEN BOTTOM OF SHEATHING AND GRADE 1 "' Z-CHANNEL FURRING @24"O.C. Wz . 20 GA BY CLARK Et WESTERN BUILDING MATERIALS 1 1" RIGID INSULATION GALVANIZED J-RUNNER TO BE IN THE THICKNESS OF INSULATION SHEATHING TO BE Z' PLYWOOD OR OSB. 1" GAP BETWEEN SHEETS AT VERTfCAL AND HORIZONTAL JOINTS EXISTING OR NEW CMU WALL Y LI\ I R.ML I L_M114UL y r i 3-COAT STUCCO APPLICATION N • SEAL ALL TYVEK SEAMS AND REPAIR MINOR HOLES WITH TYVEK TAPE. w • FASTEN TYVEK WITH APPROVED FASTENERS AND SPACING. i— • NUMBERING OF MATERIALS IS ALSO ORDER OF INSTALLATION SEQUENCE. MATERIAL APPLICATION and INSTALLATION 0 VISUAL SEPARATIONS BETWEEN COMPONENTS ARE DELIBERATELY DRAWN THAT Z WAY FOR CLARITY. D 0 studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33127 T: 305 57G G688 F: 305 57G G644 D55 ARCHITECTURE, INC. 170 NEEDLEWOOD LOOP OVIEDO, FL 327G5 T:407 560 3 172 REVISIONS: Q 05.14.2017 KE`11EW-COMMENTS OWNER'5 CHANGES - PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI SHORES FLORIDA 33138 PROJECT No. SCALE: DATE: DRAWN: CHECKED: DRAWING TITLE: 1 /4"= 1 '-0" APRIL 03, 2017 BJ5 CHECKED BY: DO EXTERIOR FINISH INSTALLATION DETAILS EXTERIOR FINISH INSTALLATION DETAILS SCALE: NT5 SHEET NO. CL05ET O 40-CLOSET 1 OO BEDROOM 9 6 O I O II I BATHROOM O O o0 2 n o — I BEDROOM OO — — —1 2 SECOND FL OR PLAN - DEMOLITION SCALE: I /4 = 1 '-0" I II F5 II nl I II LJI L __Lj I KITCHEN FAMILY II 00 J I I O � TOILET I I DINING 4dro) BEDROOM rI OOB I I I I LIVING OO ENTRANCE LOBBY 00 SUN ROOM O O DEMOLITION KEYNOTES 1 REMOVE EXISTING VANITIES. CAP EXISTING HOT AND COLD WATER PIPING. 2 REMOVE EXISTING TOILET FIXTURES. SECURE AND CAP COLD WATER PIPING AND SEWER PIPE. 3 REMOVE EXISTING BATHTUB. CAP AND SECURE ALL EXISTING PIPING. 4 DEMOLISH EXISTING WALL FINISHES. REMOVE EXISTING SUBSTRATE IN EXISTING BATHTUB AREA. PREPARE SURFACES TO INSTALL CEMENT BOARD IN ALL AREAS WITH DIRECT CONTACT WITH WATER. 5 REMOVE EXISTING KITCHEN CABINETS, FIXTURES AND APPLIANCES. SECURE AND CAP HOT AND COLD WATER PIPING. 6 REMOVE EXISTING LIGHT FIXTURES. DISCONNECT ELECTRICAL POWER FROM DEMOLITION AREA. 7 REMOVE EXISTING DOOR WITH ALL EXISTING FRAMING AND COMPONENTS. 8 DEMOLISH EXISTING FLOOR FINISHES. CLEAN AND PREPARE FLOOR SURFACE TO RECEIVE NEW FINISHES PER SCHEDULE. 9 REMOVE EXISTING WALL FROM FLOOR TO CEILING. 10 REMOVE EXISTING WINDOWS. CLEAN AND PREPARE OPENINGS TO RECEIVE NEW WINDOWS PER SCHEDULE. 11 REMOVE EXISTING BAY WINDOW. PREPARE OPENING TO RECEIVE NEW BAY WINDOW UNIT PER WINDOW SCHEDULE. 12 REMOVE EXISTING STUCCO FROM ENTIRE EXTERIOR ELEVATION. CLEAN AND PREPARE SURFACES TO RECEIVE NEW ELEVATION FINISH. 13 REMOVE EXISTING EXTERIOR CARPORT STRUCTURE. PREPARE AREA FOR NEW 2-STORY ADDITION. 14 REMOVE EXISTING ROOF OVER THE MAIN ENTRANCE. O DEMOLITION KEYNOTES 1 REMOVE EXISTING VANITIES. CAP EXISTING HOT AND COLD WATER PIPING. 2 REMOVE EXISTING TOILET FIXTURES. SECURE AND CAP COLD WATER PIPING AND SEWER PIPE. 3 REMOVE EXISTING BATHTUB. CAP AND SECURE ALL EXISTING PIPING. 4 1 DEMOLISH EXISTING WALL FINISHES. REMOVE EXISTING SUBSTRATE IN EXISTING BATHTUB AREA. PREPARE SURFACES TO INSTALL CEMENT BOARD IN ALL AREAS WITH DIRECT CONTACT WITH WATER. 5 REMOVE EXISTING KITCHEN CABINETS, FIXTURES AND APPLIANCES. SECURE AND CAP HOT AND COLD WATER PIPING. 6 REMOVE EXISTING LIGHT FIXTURES. DISCONNECT ELECTRICAL POWER FROM DEMOLITION AREA. 7 REMOVE EXISTING DOOR WITH ALL EXISTING FRAMING AND COMPONENTS. 8 DEMOLISH EXISTING FLOOR FINISHES. CLEAN AND PREPARE FLOOR SURFACE TO RECEIVE NEW FINISHES PER SCHEDULE. 9 REMOVE EXISTING WALL FROM FLOOR TO CEILING. 10 REMOVE EXISTING WINDOWS. CLEAN AND PREPARE OPENINGS TO RECEIVE NEW WINDOWS PER SCHEDULE. 11 REMOVE EXISTING BAY WINDOW. PREPARE OPENING TO RECEIVE NEW BAY WINDOW UNIT PER WINDOW SCHEDULE. 12 REMOVE EXISTING STUCCO FROM ENTIRE EXTERIOR ELEVATION. CLEAN AND PREPARE SURFACES TO RECEIVE NEW ELEVATION FINISH. 13 REMOVE EXISTING EXTERIOR CARPORT STRUCTURE. PREPARE AREA FOR NEW 2-STORY ADDITION. 14 REMOVE EXISTING ROOF OVER THE MAIN ENTRANCE. GENERAL DEMOUTION NOTES 0. THE CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL OF FLORIDA AT 800-432-4770 A MINIMUM OF TWO FULL BUSINESS DAYS BEFORE DIGGING. VISIT AND REFERENCE THE FOLLOWING WEBSITE FOR ADDITIONAL INFORMATION: http://www.cattsunshine.com WAIT THE REQUIRED TIME FOR BURIED UTILITIES TO BE LOCATED AND MARKED. PROTECT THE MARKS DURING YOUR PROJECT. IF MARKS ARE DESTROYED, CALL AGAIN. DIG SAFELY, USING EXTREME CAUTION WHEN DIGGING WITHIN 24 INCHES ON EITHER SIDE OF THE MARKS TO AVOID HITTING THE BURIED UTILITY LINES. 1. CONTRACTOR SHALL ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING OF UTILITY SERVICES WITHIN AREAS OF DEMOLITION. NOTIFY THE AFFECTED UTILITY COMPANY IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. LOCATE AND PROTECT ALL UNDERGROUND PIPES 8: UTILITIES. CONTRACTOR SHALL REPAIR DAMAGE TO BUILDING, SIDEWALK, CURBS, PAVEMENT OR BELOW GROUND UTILITIES CAUSED FROM HIS WORK. 2. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. 3. PERFORM DEMOLITION IN ACCORDANCE WITH ALL APPLICABLE AUTHORITIES HAVING JURISDICTION. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER. 4. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE SITE CLEAN AND AND BROOM SWEPT. POLICE SITE DEBRIS DAILY. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL AND STATE PERMITS REQUIRED FOR PERFORMANCE OF THE WORK PRIOR TO THE START OF ANY WORK. 6, CONTRACTOR OR HIS ON -SITE SUPERINTENDENT IS RESPONSIBLE FOR THE SAFETY AND CONTROL OF HIS WORKERS AND THE PUBLIC AND SHALL ENFORCE ALL OSHA REGULATIONS. 7. THIS SHEET INDICATES GENERALLY WHERE DEMOLITION OF EXISTING CONSTRUCTION IS TO OCCUR. THE DEMOLITION SHOWN ON THIS SHEET IS NOT INTENDED TO LIMIT OR FULLY DEFINE THE SCOPE OF ITEMS TO BE DEMOLISHED. NOR IS IT INTENDED TO REPRESENT ALL EXISTING FEATURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYING THE AREA OF DEMOLITION PRIOR TO THE PREPARATION OF HIS BID TO BECOME FAMILIAR WITH THE EXISTING CONSTRUCTION. OBTAIN CLARIFICATION FROM WHERE DEMOLITION IS TO OCCUR FROM THE ARCHITECT PRIOR TO CONTINUING DEMOLITION WHEN UNUSUAL CONDITIONS EXIST. 8. SPECIFIC DEMOLITION 1S NOT INDICATED IN AREAS WHERE IT MAY BE NECESSARY TO DEMOLISH ALL OR A PORTION OF AN EXISTING BUILDING COMPONENT TO GAIN ACCESS TO AREAS FOR EXTENSION OR TIE-IN TO BUILDING SYSTEMS, OR WHICH MAY BE REQUIRED TO INSTALL NEW CONSTRUCTION INDICATED ON THE DRAWINGS 9. ALL ITEMS REMOVED BY DEMOLITION OPERATIONS SHALL BE THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFICALLY INDICATED ON THESE DRAWINGS OR IDENTIFIED BY THE OWNER TO REMAIN OR BE RELOCATED. REMOVAL OF THESE ITEMS DEMOLISHED IS THE RESPONSIBILITY OF THE CONTRACTOR. 10. PRIOR TO BEGINNING DEMOLITION OPERATIONS, THE CONTRACTOR SHALL SURVEY THE DEMOLITION IN THE PRESENCE OF THE OWNERS REPRESENTATIVE TO IDENTIFY ANY EXISTING ITEMS TO REMAIN OR BE RELOCATED WHICH ARE MARRED; DAMAGED OR OTHERWISE NOT IN "LIKE NEW" CONDITION. THESE ITEMS AND THEIR CONDITION ARE TO BE LISTED IN A DAMAGE SURVEY ACCEPTED BY THE CONTRACTOR AND THE OWNER. ANY EXISTING ITEMS TO REMAIN OR BE RELOCATED TO MATCH EXISTING. DAMAGED OR BLEMISHED ITEMS NOT SPECIFICALLY ACKNOWLEDGED ON THE DAMAGE SURVEY SHALL BE ASSUMED TO BE DAMAGED BY CONSTRUCTION AND REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 11. REMOVE EXISTING FLOOR AND WALL COVERINGS IN AREAS SCHEDULED TO RECEIVE NEW FINISHES. WHERE REQUIRED TO PROVIDE A NEW SURFACE ACCEPTABLE TO RECEIVE A NEW FINISH, PROVIDE LEVELING OR PATCHING COMPOUND TO ACHIEVE AN ACCEPTABLE SUBSTRATE. 12. CONTRACTOR SHALL PROTECT EXTERIOR LOAD BEARING WALLS AND STRUCTURES FROM DAMAGE BY BRACING OR SHORING AS NEEDED AND SHALL MAINTAIN SHORING UNTIL DEMOLITION IS COMPLETE. ASSUME LIABILITY FOR SUCH MOVEMENTS, SETTLEMENT, DAMAGE OR INJURY. 13. CONTRACTOR TO PROTECT EXISTING LANDSCAPING 14. PROVIDE, ERECT AND MAINTAIN BARRICADES, LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF BUILDING, WORKERS, AND PEDESTRIANS. USE DESIGNATED TRAFFIC PATHS, ENTRANCES, PARKING, STAGING AND STORAGE AREAS ONLY AND KEEP CONSTRUCTION ACTIVITIES, VEHICLES AND EQUIPMENT FROM INTERFERING WITH TRAFFIC FLOW OR OWNER'S USE. DEMOLITION LEGEND -" DEMOLITION EXTENTS WILL BE INDICATED BY 1 mg DASHED LINES, HATCHED AREA OR A c COMBINATION OF THE TWO D 0 studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33 127 T: 305 57G G868 E: 305 57G G844 DSS ARCHITECTURE, INC. I 1 70 NEEDLEWOOD LOOP OVIEDO, FL 327G5 T:407 560 9172 0 REVISIONS: 08.14 2017 KEVIEWCOMMENTS OWNER'S CHANGc PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI SHORES FLORIDA 33138 PROJECT No. SCALE: DATE: DRAWN: CHECKED DRAWING TITLE: 1 /4"= 1'-0" APKIL 03, 201 7 eJ5 CHECKED 5Y:DO DEMOLITION FLOOR PLANS FIRST FLOOR PLAN - DEMOLITION SCALE: 1 /4"= 1 '-0" SHEET NO. A-1 02 �_4" 2' 6" � �_4,. 2'-62' -C" mil— �1 — D i o3 EXIST 0 CABANA GAS VENTED FIREPLACE . o BATH ` 3 0 Eli �` NEW BATH ` ` FIXTURES 1 EXISTING GUESTHOUSE o � � I GARAGE / PP=6.05 i ❑1 0 / EXISTING PORCH EXISTING CLAY TILE ROOF ABOVE BARBEcuE AREA` q I I GUEST HOUSE -NEW FLOOR PLAN SCALE: 1/411= 1'-0" o � o EL.8.88 ❑ 11 Dl0 �3 EXIST - - � I CABANA GAS VENTED FIREPLACE ,/ I I q BATH ` a o OR � NEW BATH W5 FIXTURES / ` I EXISTINGLra ` GUEST HOUSE — — — - - - - - -- / {} q m O T CM 3 / O R - PP 0 GARAGE ws / w5 ` EXISTING PORCH EXISTING CLAY TILE ROOF ABOVE BARBECUE AREA`o a i — 1 0 EL.8.88 WS • LIGHTING LEGEND Olu IN -GROUND UP -LIGHTING *TW TOP OF GARDEN WALL MOUNT (WALL HEIGHT IS 4'-5") w5 EXTERIOR WALL SCONCE J.BOX FOR LIGHTING FIXTURE AND FAN CEILING MOUNTED -cM CEILING MOUNT ® 2'x4' FLUORESCENT FF LIGHT FIXTURE RECESSED LIGHT FIXTURE TO BE: OR ARW "WAC" 2" SQUARE LED #T709 WHITE COLOR TEMP. 2700 K (14.5 W) DO studio 2700 N. MIAMI AVENUE #406 MIAMI EL 33 127 T: 305 57G G888 E: 305 57G G844 D55 ARCHITECTURE, INC. 1170 NEEDLEWOOD LOOP OVIEDO, EL 327G5 T:407 580 9 172 REVISIONS: 08. 14, 2017 REVIEW COMMENTS OWNER'S CHANGP5 PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI 51-10RE5 FLORIDA 33138 PROJECT No. SCALE: DATE: DRAWN: CHECKED DRAWING TITLE: SITE PLAN 1/4 1 _0l APRIL 03, 2017 BJ5 CHECKED BY: DO 2 GUEST HOUSE - NEW ELECTRICAL FLOOR PLAN SCALE: 1 /4"= 1 '-0" SHEET NO. GH-A-101 1 WEST ELEVATION 2 NORTH ELEVATION SCALE. I /4"= I '-0" SCALE: 1 /4"= 1 '-0" FIREPLACE VENT— ® ..arir�n'�u" i"ii'i iti'►i iiini}��iutiiiiii't�"i'iiii"�`i"iiiiiiiu`ii�it�e.. _ _TILE ROOF • FIREPLACE 3 EAST ELEVATION 4 SOUTH ELEVATION _ SCALE: I /4"= I'-0" SCALE: 1 /4"= 1'-0" n T*G WOOD CEILING PANELS OPEN OPEN 32" STAINLESS STEEL GRILL o _ 0o m m 30" DOUBLE STAINLESS STEEL DOOR WEST SOUTH EAST WHITE BRICK VENEER 30" x 16" GAS FIREPLACE - TED CEILING FANS SEE PLAN — NORTH 2700 N. MIAMI AVENUE #408 MIAMI FL 33127 T: 305 57G G886 F: 305 57G G844 DSS ARCHITECTURE, INC. 1 170 NEEDLEWOOD LOOP OVIEDO, FL 327G5 T:407 580 9172 REVISIONS: 0 08.14. 2017 REVIEW COMMENTS-�� OWkLffR'S CHANCES' PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI SHORES FLORIDA 33138 PROJECT No. SCALE: DATE: DRAWN: CHECKED: DRAWING TITLE: 1 /4"= 11_011 APRIL 03, 2017 BJ5 CHECKED BY: DO GUEST HOUSE EXTERIOR ELEVATIONS 5 BARBECUE AREA - INTERIOR ELEVATIONS SCALE: 1 /4" = 1 '-0" SHEET NO. Cep "'d FLR- DECK EX EXTERIOR WALL 4' 4' ta3/4' I� n THICIQEss NEW WI2x22 EX FLOOR JOISTS �AI TO IN 34Nb'xl'-0' IF A DOUBLE JOIST- PROVIDE a GAP R FULLY WELDED TO STL COL. 0 EXT. • I PEW) ;r USP 'JUS26-2' W/(4) Ibd NAILS TO BEAM 4 JOIST. EE GE DIST. 2 COATS OF Dcap = 10404 Dreq = 150+ A' BITUMENOUS PAINT TYP. HSS 4'x4'x3Ab' STEEL COL SOLATION JOINTS I NEW 4' CONIC. SLAB ON GRADE SQUARE COLUMN + . EX 4' CONC. SLAB ON G CONC. PROTECTION SEE DETAIL FOR to SIZE _ (3' MIN COVER) NON SHRIW GROUT SEE SCHEDULE FOR SIZE AND REINF. SECTION SCALE: Vi' I'-0' - CONCRETE COLUMN SEE SCHEDULE DOWELS - SAME SIZE 4 QUANTITY AS COL. REINF. EX. CONIC. SLAB, NEW CONIC. SLAB, DOWELS TO BE DRILL INTO EXIST. FTG. 15' EMBED) 4 EPDXY BOND. SECTION SCALE: 112' NEW 8' MASONRY BLOCK WALL RENF-ORCED W/'5 VERT. a 32' O.C. IN CONC. FILLED CELLS. ISOLATION JOINTS DOWELS - LAP 48 BAR415/12' PMEJ. DIAM. ONCRETE SLAB N GRADE GRADE p SEE ARCH. . m MIL VAPOR BARRIER LL FOOTING 1EE SCHEDULE EXISTING FTG TYP. EXT. WALL NEW CONCRETE COLUMN - FOOTING DETAIL CONN. TO EXIST. FTG. 'S ® 32, O.G. 1EMBED 1 EPDXY BOND SEE PLAN FOR ACTUAL NEW 4 EXISTING COLUMNS SIZE 4 ORIENTATION. TYPICAL NEW COLUMN TO EXISTING MASONRY WALL DETAIL. SAW CUT JOINT BEFORE CONC. IS 4 HOURS OLD. 1/4' STOP REINF. EACH SIDE OF JOINT TYP. SAW -GUT JOINT ROTUND EDGE EACH SIDE STOP REINF. EACH SIDE OF JOINT TYP. CONSTRUCTION JOINT EX H55 4'x4'x3/1b' STEEL COL. ABOVE 4 I ` NEW 6' BLOCK WALL (3 SIDES) UNDER WINDOW, REINFORCED W/5 VERT. a 32'O.C. IN GROUTED CELLS. PROVIDE SN8' CONC. CAP v Wi2-5 CONT. HORIZ. EXISTING WALL —,,NEW CONC. COLUMN 441'S DRILLED IN 4 EPDXY BONDED !4' EMBJ SPACED a 32' O.C. VERTICALLY DOWELSIEPDXY BONDED INTO EXIST. FOOTING, W EMB) EXISTYs COL. SEE SCHEDULED FTG FOOTING REI1. NEW WALL FOOTING 8' 2 - 5 DOWELS x3b' LOG EMB. DRILL IN 4 EPDXY INTO EXIST'G M. NEW WALL FTG AND COLUMN CONN. TO EXISTING 5LDG. m CONC. CAP 0 2-5 CONT. h- Tn v p ^ 8' WALL REINFORCED ° W/5 VERT. a 48' O.C. z IN GROUT FILLED CELLS . W iv—I1-111-11 III-111—III—I I- 44^% 6 16' O.C. 6111. TOP n. 4-44 LIU TOP 4130T. 1 47 04 a 161 OD. S.W. BOT. SITE WALL SECTION EX SLAB 4 WALL FTG TO REMAIN, GG. TO FIELD VERIFY SECTION C SCALE: 1/2' = 1'-0' - EX WALL CONCRETE SLAB ON GRADE GRADE - DB'L WUUP 30, SEE AW-HL OVER SUPPORT 6 MIL VAPOR BARRIER CONT. WALL FOOTING ° SEE SCHEDULE •a TYP. EXT. WALL FOOTING DETAIL SECTION AT DOOR 4 WINDOW W12x22 f 22 CONT. JL4'x4'x%'x0'-9' ANGELS W/(3)--30 BOLTS EA LEG 1-5M TO 1-1511 CONN. DETAIL (SEE A/6-1 FOR FLOOR JTS TO 1-15M CONN) W12x22 — EX GONG BM FIELS VERIFY -IL 4'x4'x'5'x0'-9' ANGELS W/(3)-34'0 13OLTS COMB. To STL BM 4 (2)- 3/44 x 5' M. HEDGE A. BOLTS EA LEG IN GROUT FILLED CELLS I -BM TO MASONRY WALL r CONN. DETAIL V NEW CONC. PAD W/+4 a 12' O.C. EA WAY CENTERED. DRILL IN 4 EPDXY (5' EMB) INTO EX FTG. (TOP OF SLAB SAME AS FTG) LI INDICATES: 2X6 TREATED LEDGER WA/4'mx5' EMB. WEDGE A. BOLTS a 24' O.G. L2 INDICATES: (2)-2x8 TREATED LEDGER W/6/44W EMB. WEDGE A. BOLTS a 16' O.C. 8'x12' MIN. CONC. CAL.-\ W/4-% VERT, 43 TIES ® 8' O.C.(X2) f B 12, WOOD TRUSSES a 16' O.C. 0 aIQ -4 fl 8'x16' w4C. BEAM l3 SIDES) W/1-5 TOP 4 BOT, 43 TIES a 12'O.C. TOP OF BEAM ELEV. '-5' HSS 6'x6'xl/4' STL COL. (x4) W/3/4'xVx0'-10' LONG 12 LL, W/(4)-%'mx 6' LONG WELDED HEADED STUDS AT CORNER COLS USE a/VXI0'XIO'X0'-8' E W/(4)-r1V0xb' LONG DELDED HEADED STU L3'x3'x1/4'x0'-4' TOP 4 50T A \ WI(l) 3/4 %6' EMBED WEDGE A. BOLT (a EACH ANGLE) yHSS 6'x4'6/16' HORIZ. BEAM �� SIDE VIEW OF NEW STL 5M C a TO EXIST. WALL. a 0 F FOOTING SCHEDULE 3'-9. 3'-2' 4'-�2' V-2' 4'- 8'x8' STARTER COL. WA-5 VERT.(x2 COLS) VAV MIN. CONC W/4-5 VERT, 43 A S-1 e� :�Ef�21 HSS 4/I STL COL.OL.BEIL NEW STL BM. 8'4' MIN. CONC. COL. BELOW USP 'JL2 4 (4) 3A6 m x 2'/2 ONG TAFCONS To c 4'- 10'-5y' 3'-0' 14'-4' 2x6 a I&' O.C. M Ixb FASCIA BOARD W.(2)10d NAILS TO H55 4N4'6/16' EA, 2x6. STL COL BELOW HSS 4'x4'x3Ab' STL COL. BELOW O.H. (SEE ARCH. HSS b'x4'x3/I6' (b' VERTICAL) USP 'JA3' GLIP L FOR DIM.) FULLY WELDED TO STEEL COL. (3 W/(4I-10d x II/z' NAILS SIDES) TO WOOD 4 (3) 0J44'0 PINS TO STEEL 2nd FLOOR PLAN SCALE: /4"=1'-p" 21-4I G�_A� 9'.dL' ni A. ro HSS 4'x4'x3/16 FTG. MARK R I M E N S 1 O N S: BOTTOM REINR TOP REINF. REMARKS WIDTH (FT) -(IN) LENGTH (FT) -(IN) THICK: (IN) LONG WAY SHORT WAY LONG WAY SNORT WAY MF-I6 16' 12' 2-45 --- - MONOLITHIC WF-24 24' --- 12, 3-45 44048' --- --- WALL FTG TE 8' --- 8' 1-45 --- --- --- THICKENED EDGE F-206 1 2'-(o' V-6' 12' 445 4-"5 --- I --- 3'-5 4 II'-91/4' FIRST FLOOR PLAN SCAB: 1 /4"= 1'-0' LISS 4'x4'x3/1b' STL COL. BELOW NEW STL BM. 1� OEM �� • - IM ►� .0 • - - MIN IM • •ON Km 2n 2'-V 5'40' T-10' FOR Tills 2100 N. MIAMI AVENUE 4405 MIAMI FL 33121 T: 305 516 6888 F: 305 516 6844 O EH 0004621 G.D. Klieger, Inc. Consulting Structural Engineers 1909 Harrison St., Suite 204 Hollywood, Florida 33020-5017 Phone: (954) 923-2111 +���43apn4 7,020 �CEN8, s No. 36109 -o'•, STATE01 Ca GERSHON 1Q.{f4 07-18-2017 n 11r„ REVISIONS: 1 7-15-20O 7 13YI3UILDPR PROJECT NAME: BUTLER RE5IDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI 5110RE5 FLORIDA PROJECT No. SCALE: A5 NOTED DATE: APRIL 03, 2017 DRAWN: K.R. CHECKED: G.D.K. DRAWING TITLE: FIRST, SECOND FLOOR AND SECTIONS SHEET NO. 5 I NEW ROOF TRSSES SLOPE MATCH EXIST. 16' DEEP PREFAB. - WOOD TR155E5 • 16, O.C. PROVIDE ENG. SHOP DU65 4' CONC. SLAB OVER WELL COMPACTED FILL W/64-1111.44A.4 WIDP9. &MIL. VAPOR BARRIER PLYWOOD DECKING 8'x12' MIN. CONC. BM W/2-5 TOP 4 BOT, 03 TIES • 12' O.C. U5P 'LTWI2' W/(12)-10d x 11/2' NAILS 8' CONC. PC U LINTEL W/I-5 CONT. TYP. 8' MASONRY SILL WI-5 CONT. TYP. SECTION SCALE: ki' I'-o, gig LISP 'DTC' W/(S)-I0d x 1l�' NAILS TO TRIM 4 (4)-10df NAIL8 TO SEAT. / Ucap-10250 F2=1;w +201-T. TOP OF BEAM SWI MIN. CONIC. am W/2-5 TOP 4 BOT, 5 TIES • 12' 01;. S'x36' CONC. BM- W/2-5 TOP 4 SOT, 2-5.1/3 4 2/3 HT, 03 TIES •10'O.C. HSS bNb'xIW— STL COL BEYOND S'xS' CONC. SILL CONT. W -5 16' DEEP PREFAB SWOF DiUse , WOOD TR155E5 • Ib OG, PROVIDE ENG. --] 8'66' CONIC. BM- W/2-5 TOP 4 BOT, 2 '4 • 1/3 4 2/3 HT, 03 TIES • 8' O.C. 8' MASONRY SILL 111/1-5 CONT. TYP. 1'4' ISOLATION SECTION SCALE: 1/2' . 1'-C' TOP OF BEAM 001-4i4, TOP OF BEAM ..._. 1G1 7v1 PART. ROOF PLAN 5CALE: /*=I'-U TYPICAL W 2x4'6 W/(2) Ib EACH TRUSS. EA. END 4 Al IIV I\I/-. WI\1. LI\IVVIIRI W/(2) Ibd NAILS EACH TRUSS TYPICAL BRIDGING EXIST. ROOF RAFTERS TO REMAIN. NEW W MASONRY BLOCK WALL 1/2' PMEJ. 4' CONCRETE SLAB ON GRADE USP 'LTW12' UIK(0-10d xM' NAIL5 TO WOOD 4 (4) 0.122'0 3/41NS TO NEW STL BM Ucap='115o (x4) =1111 III III 1=1 I `VERT. ISR1 HSH5SS STL TUBES I I 1, MIL VAPOR BARRIER FULLY WELDED TO EACH OTHER I EXISTING TRUSSES 0 REM IN 0-20 I I H55 4'xS'x1l/4' (3 51DE5) II I I I A CONC. .B. SECTION A HSS 4'x4'x3/I6' PERT. SiL F05T @ ST® FZ 4 7, SCALE: 1/2' = P-0' NEW LU SAW CUT JOINT BEFORE CONC. IS 4 HOURS OLD. 1/4' CONCRETE 3/4'x12k1'-0' 12 SLAB ON GRADE �W/(4)-3p'6x12' J BOLTS STOP REINF. EACH SIDE OF JOINT TYP. SAW -CUT JOINT TOP VIEW L 4'x4'x1/4'x0'-10' — W/(2) 3j44 A BOLTS 4' 5 4'x5'x1/4' �r a WKI) 3/4'0 A, BOLT SECTION VIEW HSS STEEL BEAM CONN. TO GONG. BEAM EAM REPAIR II' FOR :LATURE AND NOTES TIES UNDAMAGED CONCRETE BEAM REPAIR I (ONE CORNER ONLY) (TOP OR BOT. REINF.) TOP RE INK REPAIR (SAME) IF REQ'D CONCRETE BEAM REPAIR E (ENTIRE WIDTH OR HEIGHT OF BEAM) (TOP OR BOT. REINF.) CONCRETE BEAM TIE REPAIR ONLY ioloioloioiolo ANON SHRINK GROAT E 'a d,• SECTION SCALE: I'-O' - CONCRETE REPAIR LEGEND: ALL REPAIR MATERIALS NAMED HERE ARE AS MANUFACTURED BY 'MASTER -BUILDERS, INV. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. I. SAW CUT 1/2' DEEP 030° TO THE SURFACE OF SLAB) CONTINUOUS AROUND THE PERIMETER OF THE REPAIR AREA. 2. CHIP AND REMOVE CRACKED AND DAMAGED CONCRETE TO A MINIMUM DISTANCE OF 3/4' BEHIND REBARS. EXTEND CHIPPING TO FOLLOW THE REBARS LENGTH UNTIL SOUND CONCRETE IS ENCOUNTERED AND THE REBAR BEING EXPOSED IS NOT RUSTED. IF HAIRLINE CRACKS CONTINUE INTO OTHERWISE SOUND CONCRETE, CONTRACTOR TO EPDXY INJECT THE INNER CRACKS (WITH 'SCB CONCRESIVE 1380', BEFORE APPLYING PATCHING). 3. EXPOSE RUSTED REBARS. SAND BLAST CLEAN AND OBSERVE CROSS SECTION (SEE GROSS SECTION REDUCTION DETAIL. NEW ADDED REBARS SHALL BE PAINTED WITH SAME REBAR COATING. (IF OR WHERE REQ'D) 4. PATCH CONCRETE (TO ORIGINAL DIMENSIONS) WITH GUNITE APPLIED CONCRETE. IF REQUIRED APPLY 'EMACO P-24' BONDING AGENT TO EXISTING CONCRETE. (IN ADDITION TO THE REBARS ONLY) 5. WHERE EXISTING TIES ARE DAMAGED ADD "3 HAIRPINS (DRILLED IN AND EPDXY BONDED) AT SAME SPACING AS ORIGINAL DAMAGED TIES. 6. EXISTING HAIRLINE TO MEDIUM SIRED CRACKS TO BE CLEANED AND INJECTED WITH 'SCB CONCRE51VE 1380' EPDXY INJECTION ADHESIVE. =9 !A e Lo r FOOTING 5GHEDULE ROOF FRAMING PLAN SCALE: 1 /4"= I' O" 21-0' 2'4y' 5'-41 3'-9y' ' fl/ HSS 4'x4'x3116' (x4) TE. TE. �I F-3a6 B 24'xl2' THICKEN EDGE I 6 FIREPLACE W/3-S L.W. BOT, 04 at 12' O.G. ❑ NEW 8' MASONRY S.W. BOT. BLOCK WALL -3a6 EXIST. STRUCT. TO REMAIN J z 1 NEW CONC. SLAB ON GRADE c W/bx(o-WIAxW1.4 W.W.M. SEE ARCH. FOR SLOPES v 4'-6' 3'-0' 4'-4' A F S-1 x12' CONC. COL. W/4-5 VERT, 4 "3 v TIES 0 6' O.G. (x3) F 3aG 0 I F LE, FTG, MARK D I M ENS I O N S: BOTTOM REINF. TOP REINF. RE M A IRKS WIDTH (FT) -(IN) LENGTH (FT) -(IN) THICK (IN) LONG WAY SHORT WAY LONG WAY SHORT WAY ILF-20 20' --- 12' 2-05 --- --- --- WALL FT@ TE 12' --- 12' 2-M9 --- --- --- THICKENED EDGE F-306 V-6' 3146' I6' 5"5 5-"5 --- --- CALL. WIND LOAD (ASD UNIT 1'-1�V2' FIRST FLOOR PLAN 5GALE: 1 /4"= 1'-0" 2'-V2' 2'-8' 5'-I' 2'-8' Vv1. 306 Iv DO 0 studio 2100 N. MIAMI AVENUE 0408 MIAMI FL 33121 T: 305 516 6888 F: 305 516 6844 OEQ EH 0004621 -T.D. Klieger, Inc. Consulting Structural Engineers 1909 Harrison St., Suite 204 Hollywood, Florida 33020-5017 Phone: (954) 923-2111 K-17.020 pN KL/FGF ENS, ' p. STATE Of ?4� SSI O N AA- GERSHON KLIEGER. PE 06-01-2017 PROJECT NAME: CUTLER RESIDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI 5hORE5 FLO RI DA PROJECT No. SCALE: DATE: DRAWN: CHECKED: DRAWING TITLE: A5 NOTED APRIL 03, 2017 K.R. G.D.K. FOUNDATION * ROOF PLAN, 5ECTION5 � CONC. REPAIR SHEET NO. 5-3 GENERAL 1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORK AND ARE PARTIALLY DIAGRAMMATIC. THEY ARE NOT INTENDED TO BE I SCALED FOR ROUGH -IN MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. 1 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ELSEWHERE ON THE ANY SIMILAR SITUATION ELSE PROJECT EXCEPT WHE RE A DIFFERENT DETAIL OR SECTION IS SHOWN. 3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE SUB- CONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, DIMENSIONS AND COORDINATE EXISTING CONDITIONS AT THE JOB SITE WITH THE PLANS AND SPECIFICATIONS. THEY SHALL REPORT ANY INCONSISTENCIES OR ERRORS IN THE ABOVE TO THE ARCHITECT/ENGINEER BEFORE COMMENCING WORK. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. 4. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO CAVE SUCH AN ADVANCED NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. 5. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS AND SPECIFICATIONS TOGETHER WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND OTHER TRADE DRAWINGS AND SHOP DRAWINGS, TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, BOLT SETTING, SLEEVES, DIMENSIONS, ETC. NOTIFY ARCHITECT/ENGINEER, IN WRITING, OF ANY POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE WORK. 6. THIS PROJECT INCLUDES SEVERAL STRUCTURAL ELEMENTS TO BE DESIGNED BY THE CONTRACTOR'S OR SUPPLIER'S DELEGATED STRUCTURAL ENGINEER. NOTE THAT ANY INFORMATION (SUCH AS SIZE, DIMENSIONS, REINFORCEMENT, INTERNAL AND EXTERNAL CONNECTIONS, ETC.) PROVIDED IN THESE DRAWINGS ARE ONLY FOR GUIDANCE AND CLOSER COST ESTIMATING (UNLESS INDICATED TO BE USED AS MINIMUM REQUIREMENTS). THE DELEGATED ENGINEER(S) SHALL DETERMINE THE FINAL STRUCTURAL REQUIREMENTS, BASED ON HIS/HER CALCULATIONS. INFORM A/E OF ANY CHANGES, SO THEY CAN BE INCORPORATED IN THE A/E'S RECORD PLANS AND DETAILS (AND BE RESUBMITTED FOR BUILDING DEPARTMENT REVIEW, IF SO REQUIRED). THE CONTRACTOR AND HIS SUBS SHALL CONSTRUCT THE ELEMENTS BASED ONLY ON THE FULL DESIGN PLANS AND DETAILS (SHOP DRAWINGS) ISSUED BY THE DELEGATED ENGINEER(S), REVIEWED BY THE A/E OF RECORD AND APPROVED BY THE REGULATING BUILDING DEPARTMENT. ANY PRICING OF THE DELEGATED ENGINEERED ELEMENTS OFF ANY OTHER PLANS, SHALL BE CONSIDERED PRELIMINARY OR FOR GENERAL BUDGET PRICING ONLY. 7. EXISTING STRUCTURES AND/OR EXISTING STRUCTURAL CONDITIONS SHOWN IN THESE DOCUMENTS HAVE BEEN OBTAINED BY THE ARCHITECT/ENGINEER TO THE EXTENT POSSIBLE DURING THE DESIGN OF THE PROJECT, AND IS BASED ON A LIMITED FIELD INVESTIGATION. THIS INFORMATION MAY BE PARTIAL, INCOMPLETE OR INACCURATE. AS SOON AS THE CONTRACTOR HAS GAINED ACCESS TO THE SITE, THE EXISTING ELEMENTS THAT ARE AFFECTED BY, OR AFFECT THE NEW CONSTRUCTION, SHALL BE EXPOSED AND FULLY INVESTIGATED AS REQUIRED TO DETERMINE THEIR STRUCTURAL INTEGRITY, CAPACITY AND GENERAL CONDITION. NO NEW WORK SHALL COMMENCE UNTIL EXISTING CO NDITIONS HAVE BEEN CONFIRMED, REPORTED TO THE A/E OR OBSERVED BY THE A/E FOR A POSSIBLE MODIFICATION OR REDESIGN. SHOP DRAWINGS REVIEW" 1. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR ENGINEER'S REVIEW ONLY AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, DIMENSIONS, FIELD CONDITIONS, "AS -CONSTRUCTED' DIMENSIONS AND OTHER TRADE REQUIREMENTS, AND STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. 2. THE SHOP DRAWING REVIEW BY THE A/E OF RECORD IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND INFORMATION GIVEN IN THE CONSTRUCTION DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THE A/E REVIEW DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF MICH THE ITEM IS A COMPONENT. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSONS TO BE CONFIRMED AND CORRELATED AT THE JOBSNE; INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS, METHODS TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION; COORDINATION OF THE WORK WITH THAT OF ALL OTHER TRADES AND PERFORMING AL WORK IN A SAFE AND SATISFACTORY MANNER. 3. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ENGINEERING DESIGN PREPARED BY DELEGATED ENGINEERS, ERRORS OR OMISSIONS AS A RESULT OF REVIEWING ANY SHOP DRAWINGS ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY THE CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF DRAWINGS BY THE ENGINEER AND EVEN THOUGH WORK IS DONE IN ACCORDANCE WITH SUCH DRAWINGS 4. BEFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE STRUCTURE, ALL RELATED SHOP DRAWINGS, DELEGATED ENGINEERING, PRODUCT APPROVAL, MANUFACTURER'S DATA AND OTHER RELATED INFORMATION, MUST BE REVIEWED AND ACCEPTED BY THE ENGINEER -OF -RECORD AND APPROVED BY THE BUILDING DEPARTMENT. 5. ALL SHOP DRAWINGS SHALL CONTAIN THE MINIMUM INFORMATION, OUTLINED IN THE LOCAL BUILDING CODE. 6. UNLESS OTHERWISE AGREED UPON, ALL SHOP DRAWINGS SHALL BE SUBMITTED THRU THE ARCHITECT. THE ENGINEER WILL RETURN REVIEWED SHOP DRAWINGS TO THE ARCHITECT. 7. ANY COMMENTS, QUESTIONS AND MODIFICATIONS MADE BY THE SHOP DRAWING DETAILER, TO THE A/E'S DESIGN AND/OR DETAILING, SHALL BE CLEARLY MARKED (CLOUDED OR FLAGGED). B. CONTRACTOR AND HIS DETAIR SHALL MAKE SURE THAT ALL THE FLAGGED ITEMS ON WINGS HAVE BEEN RESPONDED TO BY THE A ITEMS THA T INADVERTENTLY THE SHOP DRAWINGS /E S HAVE NOT BEEN RES PONDED A TO BY THE SHALL NOTBEBE CONSIDERED A A YES OR NO ANSWER. THE CONTRACTOR OR HIS DETAI R SHALL COMMUNICATE DIRECTLY WITH THE A/E TO DISCUSS ALL THE UNANSWERED OR STILL QUESTIONABLE ITEMS. 9. IF THE CONTRACTOR OR HIS DETAILER ARE NOT IN AGREEMENT OR SATISFIED WITH THE A/E RESPOND TO THEIR QUESTIONS ON THE SHOP DRAWINGS, THEY ARE ENCOURAGED TO CALL THE A/E TO DISCUSS THE ISSUES AND CLARIFY THEM FURTHER. 10. NO FABRICATION OR CONSTRUCTION SHALL BEGIN UNTIL AL THE OUTSTANDING ITEMS ON THE SHOP DRAWINGS HAVE BEEN CLARIFIED AND AGREED UPON. 10. DFI EGATCD ENGINEERED SHOP DRAWINGS: IN THE STATE OF FLORIDA. SEE SECTIONS OF 'DELEGATED ENGINEERING RESPONSIBIUTY' AND DEFINITIONS FOR SPECIFIC STRUCTURAL ELEMENTS/COMPONENTS DESIGNS, IN COMPLIANCE WITH CHAPTER 61G15, OF THE FLORIDA ADMINISTRATIVE CODE. CONSTRUCTION MEANS AND METHODS: 1. THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES, SAFETY PRECAUTIONS, SHORES, RESHORES, LATERAL BRACING AND PROGRAMS IN CONNECTION WITH THE PROJECT, ARE THE SOLE RIGHTS AND RESPONSIBILITY OF THE CONTRACTOR. OUR SERVICES DO NOT INCLUDE THE DUTY, GUARANTEE, RESPONSIBILITY OR LIABILITY FOR JOB SAFETY PRECAUTIONS AND PROGRAMS (SUCH AS TEMPORARY SHORING AND BRACING) AND THE PERFORMANCE OF THE CONTRACTOR. 2. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF LOCAL BUILDING CODE AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL LAWS. 3. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR SAFETY, STRUCTURAL STABILITY AND FOR THE PROPER EXECUTION OF THE WORK. REMOVE WHEN WORK IS COMPLETED. 4. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, RAILINGS, ABSTRACTIONS IN THE STREETS, ROADS OR SIDEWALKS AND ALL TRENCHES OR PITS ADJACENT TO PUBLIC WALKS OR ROADS. 5. AT ALL TIMES, PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS OR THE SUN), SO AS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND FIXTURES FREE FROM INJURY OR DAMAGE. PROVIDE ADEQUATE BRACING TO THE ELEMENTS ALREADY IN PLACE (ESPECIALLY MASONRY WALLS) AGAINST WIND FORCES CAPABLE OF DAMAGING THIS WORK. 6. AT THE END OF THE DAYS WORK, COVER ALL WORK LIKELY TO BE DAMAGED. ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE CONTRACTOR'S EXPENSE 7. THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT STRUCTURES, SIDEWALKS AND TO STREETS OR OTHER PUBLIC PROPERTY OR PUBLIC UTILITIES. B. "OSHA" SAFETY INSPECTIONS ARE NOT A PART OF OUR SERVICES OUR PRESENCE ON SITE (FOR OBSERVATIONS, INSPECTIONS OF THE WORK IN PROGRESS OR MEETINGS) SHALL NOT CONSTRUED AS OUR ACTING AS "OSHA' INSPECTORS. CONFORMING WITH ALL APPLICABLE 'OSHA" SAFETY REGULATIONS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ;TRUCTURAL INSPECTIONS ("SPECIAL N PECTOR'9^ BASED ON THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE AND/OR THE OCAL CODE ENFORCEMENT DEPARTMENT, THIS PROJECT REWIRES INSPECTIONS TO BE IADE DURING THE CONSTRUCTION OF SEVERAL OR ALL STRUCTURAL ELEMENTS (AS LISTED N THE PERMIT REQUIREMENTS OR ELSEWHERE IN THESE DOCUMENTS), IN ORDER TO COMPLY WITH THE ABOVE REQUIREMENTS THE OWNER SHALL RETAIN THE ;ERVICES OF A LICENSED STRUCTURAL ENGINEER FOR THE PUR POSE OF PERFORMING THE EQU IRED INSPECTION SERVICES. THE ASSIGNED STRUCTURAL INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR, AT EAST 24 HOURS PRIOR TO ANY CONCRETE PLACING OR OTHER OPERATIONS THAT WILL ;ONCEAL STRUCTURAL ELEMENTS. THE INSPECTIONS MADE BY THE ENGINEER (ENGAGED BY THE OWNER) ARE IN ADDITION �0 THE INSPECTIONS (OF THE SAME ELEMENTS) MADE BY THE LOCAL BUILDING DEPARTMENT. HE CONTRACTOR SHALL NOTIFY THE BUILDING DEPARTMENT ANY TIME HE SCHEDULES THE ENGINEER FOR A SITE VISIT. CONTRACTOR SHALL TIME SCHEDULE THE SITE VISIT OF THE ENGINEER BEFORE THE BUILDING DEPARTMENT INSPECTOR. L A 'STATEMENT OF INSPECTION", "INSPECTION LOG" AND ANY OTHER DOCUMENTS !EQUIRED BY THE PERMIT, WILL BE ISSUED AT A TIMELY SCHEDULE OR AT THE COMPLETION IF THE STRUCTURAL WORK, FOR THE ELEMENTS THAT HAVE BEEN INSPECTED DURING THE ;OURSE OF THE CONSTRUCTION (AS REQUESTED BY THE CONTRACTOR OR AS REQUIRED BY NE BUILDING DEPARTMENT OR PERMIT DOCUMENTS). L WHEN G.D. KUEGER, INC. (THE ENGINEER -OF -RECORD) WAS NOT ENGAGED TO PROVIDE REQUIRED JOB -SITE INSPECTION SERVICES, G.D.K. WILL NOT BE HELD RESPONSIBLE AND .TABLE FOR ANY OF THE CONTRACTOR'S WORK. G.D.K. SHALL ALSO NOT BE HELD RESPONSIBLE FOR ANY WORK APPROVED BY THE INSPECTING ENGINEER (OTHER THAN THE [NGINEER-OF-RECORD) WHICH MODIFIES OR CHANGES THE STRUCTURAL PERMIT RECORD )OCUMENTS, WITHOUT PRIOR REVIEW AND ACCEPTANCE (IN WRITING) BY THE ENGINEER -OF - RECORD. 'SPECIAL INSPECTION" REQUIREMENTS: MIAMI-DADE AND BROWARD COUNTY ONLY - FBC 2014) MIS PROJECT REQUIRES THE SERVICES OF A "SPECIAL INSPECTOR" FOR THE ITEMS LISTED 3ELOWI NGINEERED UNIT MASONRY (*) STEEL CONNECTIONS (BOLTED & WELDED) (*) SOIL COMPACTION (**) *) ITEM INSPECTED BY A FLORIDA REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER. (**) INSPECTION TO BE PERFORMED BY A GEOTECHNICAL ENGINEER. SEE THE SPECIFIC COUNTY OR CITY FOR THEIR FORM FOR "SPECIAL INSPECTOR' SERVICES, TO BE PART OF THE PERMIT PLANS. REQUIRED DELEGATED ENGINEERED CALCULATIONS AND SHOP DRAWINGS: THIS PROJECT REQUIRE THE FOLLOWING DELEGATED ENGINEERED CALCULATIONS AND SHOP SECTIONS 61G15-30 AND 'FLORIDA ADMINISTRATIVE CODE-, DRA WINGS, BASED ON THE FL SIG15-31 (ONLY THE ITEMS MARKED [%j APPLY): [X] WOOD TRUSSES, GIRDER TRUSSES AND PREFABRICATED WOOD COMPONENTS (61G15-31.003) [ ] STEEL BAR -JOISTS AND STEEL GIRDER -TRUSSES (61G15-31.006) [ ] COLD -FORM STUD TRUSSES, JOISTS AND/OR WALLS (61G15-31.009) [ ] STRUCTURAL STEEL SYSTEM (611315-31.009) [ ] PRE-ENGINEERED METAL BUILDINGS (61G15-31.007) [ ] PRE-ENGINEERED CONCRETE FLOOR/ROOF SYSTEM, INCLUDING CONCRETE GIRDERS, PRECAST ELEMENTS, COMPOSITE ELEMENTS, ETC. (61G15-31.005, 31.007 & 31.009) DELEGATED ENGINEERED SERVICES REQUIRED FOR THIS PROJECT: (BASED ON CHAPTER 61G15 OF THE "FLORIDA ADMINISTRATIVE CODE') NOTE THAT THE LANGUAGE USED BELOW IS NOT ALWAYS A DIRECT COPY FROM THE ADMINISTRATIVE CODE. THE DELEGATED ENGINEER SHALL BE FAMILIAR WITH THE CODE AS PUBLISHED IN THE STATE OF FLORIDA. "EOR" - DENOTES "ENGINEER -OF -RECORD' "DE" - DENOTES 'DELEGATED ENGINEER' 61G15-30.005E REQUEST FOR & REVIEW OF DELEGATED NGINEERING DOCUMENTS: 1. PORTIONS OF THIS STRUCTURAL DESIGN AND DETAILING ARE BEING DELEGATED TO A 'DE". THE ENGINEERING DESIGN REQUIREMENTS HAVE BEEN INCLUDED IN THESE DOCUMENTS (PLANS, DETAILS, SECTIONS AND NOTES). 2. ALL DELEGATED ENGINEERING DOCUMENTS, PREPARED BY THE "DE" SHALL BE SUBMITTED TO THE "EOR' TO BE REVIEWED FOR COMPLIANCE WITH THE PROJECT DESIGN REQUIREMENTS AND TO CONFORM WITH THE FOLLOWING: 2.1 THAT THE DELEGATED ENGNEERING DOCUMENTS HAVE BEEN PREPARED BY A 'PROFESSIONAL ENGINEER" (LICENSED IN THE STATE OF FLORIDA). (***) 2.2 THAT THE DELEGATED ENGINEERING DOCUMENTS PREPARED BY THE "DE" CONFIRM WITH THE DESIGN INTENT OF THE "EOR" AND MEET THE WRITTEN REQUIREMENTS. 13 THAT THE EFFECT OF THE "DE" WORK ON THE OVERALL PROJECT, GENERALLY CONFORMS WITH THE INTENT OF THE "EOR'. (***) THE 'EOR' ASSUMES THAT THE "DE" PROFESSIONAL LICENSE IS ACTIVE, IT IS THE SOLE RESPONSIBILITY OF THE "DE' (AND NOT OF THE "EOR") TO ASSURE AND DEMONSTRATE (IF REQUIRED) THAT HIS/HER LICENSE IS ACTIVE IN THE STATE OF FLORIDA. 61G1S-3 0 00DFGATE0 ECJNEERS RESPONC SILI 1. THE "DE" SHALL REVIEW THE "EOR" WRITTEN ENGINEERING REQUIREMENTS TO DETERMINE THE APPROPRIATE SCOPE OF THE DELEGATED ENGINEERING WORK. 2 THE DELEGATED ENGINEERING. DOCUMENTS SHALL COMPLY WITH THE DESIGN DOCUMENTS PREPARED BY THE 'EOR". THEY SHALL INCLUDE THE PROJECT IDENTIFICATION AND THE DESIGN CRITERIA USED IN ITS PREPARATION. IF THE "DE" DETERMINES THERE ARE DETAILS, FEATURES OR UNANTICIPATED PROJECT LIMITS CONFLICTING WITH THE 'EOR" PLANS, THE "DE" SHALL TIMELY CONTACT THE "EOR" FOR RESOLUTIONS OF CONFLICTS. (***) 3. THE "DE' SHALL FORWARD THE DELEGATED ENGINEERING DOCUMENT TO THE "EOR" FOR REVIEW. ALL FINAL DELEGATED ENGINEERING DOCUMENTS REQUIRE THE IMPRESSED SEAL AND SIGNATURE OF THE "DE" AND INCLUDE: 3.1 DRAWINGS INTRODUCING ENGINEERING INPUT SUCH AS DEFINING THE CONFIGURATION OR STRUCTURAL CAPACITY OF STRUCTURAL COMPONENTS AND/OR THEIR ASSEMBLY INTO STRUCTURAL SYSTEMS. 13.2 CALCULATIONS. I 3.3 COMPUTER PRINTOUTS (COMPLEMENTING OR INSTEAD OF MANUAL CALCULATIONS) ACCOMPANIED BY SUFFICIENT DESIGN ASSUMPTIONS AND IDENTIFIED INPUT/OUTPUT INFORMATION TO PERMIT THEIR PROPER EVALUATION. 3.4 SUCH INFORMATION SHALL BEAR THE IMPRESSED SEAL AND SIGNATURE OF THE "DE" AS AN INDICATOR THAT SAID ENGINEER HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS (***) SHOULD ADDITIONAL INFORMATION BE REQUIRED BY THE "DE', HE/SHE CAN COMMUNICATE THESE QUESTIONS OR ADDITIONAL INFORMATION REQUIREMENTS, ON A TIMELY MANNER TO THE "EOR' (WITH COPIES TO THE CONTRACTOR). NQ1E; BASED ON SECTION 61G15-31.002 (DEFINITIONS), ITEM (6): STRUCTURAL SUBMITTALS WHICH DO NOT REQUIRE THE SEAL OF A PROFESSIONAL ENGINEER, INCLUDE: (a) DRAWING PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION AND REQUIRE NO ENGINEERING INPUT SUCH AS REINFORCING STEEL SHOP DRAWINGS, STRUCTURAL STEEL, AND STEEL JOIST AND GIRDER ERECTION DRAWINGS. 61G15-31 003E DESIGN OF STRUCTURES UTILIZING FABRICATED WOOD COMPONENTS 1. APPOINTMENT OF RESPONSIBILITY BETWEEN THE 'EOR" AND "DE' SHALL BE AS PER ANSI/TPI LATEST EDITION (CHAPTER 2). 2. IN THE CASE OF A TRUSS DESIGN PACKAGE, A COVER OR INDEX SHEET SHALL BE SIGNED AND SEALED BY THE "DE' AND SHALL CONTAIN THE FOLLOWING: FOR THE TRUSS DESIGN EN NUMBER OF THE DE 2.1 THE NA ME, ADDRESS AND LICENSE PACKAGE. 2.2 IDENTIFICATION OF THE PROJECT, NAME OF THE AUTHORITY HAVING JURISDICTION (CITY, COUNTY), THE LOADS, THE NAME AND DATE OF THE APPLICABLE BUILDING CODE THAT THE TRUSS DESIGN INTENDED TO MEET AND ALL LOADS IMPOSED ON THE STRUCTURE. 2.3 TRUSS ENGINEERING DESIGN CRITERIA WITH FULL IDENTIFICATION OF THE SOURCE OF THE CRITERIA. THE SOURCE WILL BE EI7HER THE "EOR" OR THE "DE" EMPLOYED BY THE TRUSS MANUFACTURER. THE "EOR* SHALL BE IDENTIFIED BY NAME, LICENSE NUMBER AND ADDRESS, ALONG WITH A CHECKMARK TO INSURE THAT THE DRAWINGS HAVE BEEN REVIEWED AS REQUIRED BY RULE 61G15-006(3). 2.4 A TRUSS LAYOUT PLAN, BY THE 'DE" SHOWING THE LOCATION AND DESIGNATION OF EACH COMPONENT. 2.5 IDENTIFICATION OF THE COMPUTER PROGRAM USED FOR ENGINEERING THE TRUSSES. 2.6 AN INDEX OF THE ATTACHED DRAWINGS. THE NAMING AND NUMBERING SYSTEM UTILIZED FOR THE DRAWINGS SHALL BE CLEAR AS TO THE NUMBER (QUANTITY) OF DRAWINGS IN THE SET AND THE DATE OF EACH DRAWING. 2.7 EACH OF THE DRAWINGS IN THE PACKAGE SHALL BEAR A TITLE BLOCK BEARING THE PRINTED NAME, ADDRESS, CONTACT PHONE NUMBER AND LICENSE NUMBER OF THE 'DE' FOR THE TRUSS DESIGN, AND THE DATE OF THE DRAWING. FOUNDATIONS, SPREAD FOOTINGS) 1. FOUNDATIONS ARE DESIGNED TO BEAR ON WELL COMPACTED GRADE OR CLEAN FILL OF AN ALLOWABLE BEARING CAPACITY OF 2,000 PSF. A CERTIFIED TESTING LABORATORY SHALL BE ENGAGED BY THE OWNER TO VERIFY THAT THE REQUIRED BEARING CAPACITY WAS OBTAINED. SAID SOIL CAPACITY SHALL BE CERTIFIED AND TESTED BY A REGISTERED FOUNDATION ENGINEER, PRIOR TO CASTING OF CONCRETE IN THE FOOTINGS. 2. NATURAL GRADE (OR FILL) BELOW FOOTINGS SHALL BE COMPACTED TO A MINIMUM OF 98% MODIFIED PROCTOR (ASTM D-1557). 3. TOP OF WALL FOOTINGS TO BE AT THE SAME ELEVATION AS TOP OF COLUMN PAD FOOTINGS. STEP WALL FOOTING FROM HIGHER COLUMN FOOTING TO THE LOWER ONE (AS DETAILED ON THE PLANS). 4. TOP OF ALL FOOTINGS TO BE A MINIMUM 1'-e BELOW THE TOP OF CONCRETE SLAB ON GRADE (UNLESS OTHERWISE NOTED TO BE AT LOWER ELEVATION OR CAST MONOLITHIC WITH SLAB) OR MINIMUM 1'-0' BELOW FINISHED GRADE, WHICHEVER IS LOWER. IN THE EVENT THAT THE SLAB STEPS ON EACH SIDE OF THE FOOTING, THE FOOTING SHALL BE 1'-4" BELOW TOP OF THE LOWER SLAB. 70 ACCOMMODATE A CONTINUOUS WALL FOOTING, A STEPPED FOOTING MAY BE REQUIRED (SEE DETAIL ON PLAN). CONTINUOUS WALL FOOTINGS MONOLITHIC AND/OR REINFORCING IN THE CON / 5. ( NON -MONOLITHIC) SHALL BE SPLICED 36 BAR DIAMETERS MINIMUM AND SHALL EXTEND CONTINUOUSLY THRU ALL FOOTING PADS. 6. ALL LONGITUDINAL REBARS IN THE CONTINUOUS WALL FOOTINGS, SHALL BE CONTINUED AT BENTS AND CORNERS BY BENDING THE REBARS 48 BAR DIAMETERS AROUND THE CORNERS OR ADDING MATCHING CORNER BARS, EXTENDING 48 BAR -DIAMETERS INTO FOOTING EACH SIDE OF CORNER OR BENT. 7. ALL FOOTINGS (MONOLITHIC OR NOT) SHALL BE 12" MINIMUM THICK. 8. BOTTOM OF ALL MONOLITHIC FOOTINGS SHALL BE EMBEDDED 8" MINIMUM BELOW LOWEST ADJACENT FINISHED GRADE OR SLAB. 9. IN THE CASE OF NEW FOUNDATIONS CONNECTING INTO EXISTING FOOTINGS (WALL FOOTINGS OR COLUMN PADS), THE ELEVATION OF THE NEW FOOTING SHALL BE ADJUSTED SO THE BOTTOM ELEVATIONS OF THE NEW AND THE EXISTING MATCH (U.O.N.). THIS MAY REQUIRE STEPPING OF THE NEW FOUNDATION UP OR DOWN TO MEET THE EXISTING. UNLESS OTHERWISE NOTED, THE NEW FOUNDATION SHALL BE DOWELED INTO THE EXISTING WITH A MINIMUM OF (2)(15'S z 30" LONG, DRILLED (6" EMBEDMENT AND EPDXY BONDED INTO THE EXISTING FOOTING). CONCRETE NON-STRUCTURAL SLABS ON GRADE: 1. ALL NON-STRUCTURAL CONCRETE SLABS ON GRADE, AS SHOWN ON THE STRUCTURAL AND/OR ARCHITECTURAL PLANS, SHALL BE AS FOLLOWS: INTERIOR SLABS: 4' THICK, REINF. W/ 6z6-W1.4xW1.4 WELDED WIRE FABRIC (MESH) - UNLESS OTHERWISE NOTED. USE OF GALVANIZED MESH IS RECOMMENDED. PLACE SLAB ON 6 MIL (MIN.) THICK VAPOR BARRIER (UNLESS OTHERWISE SPECIFIED BY ARCHITECT). 2. ALL SLABS ON GRADE TO BE CONSTRUCTED IN ACCORDANCE WITH LATEST A.C.I - "OUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" (A.C.I.-302.1R). 3. FILL MATERIAL .SHALL BE PLACED IN LIFTS NOT EXCEEDING 12" AND COMPACTED TO MINIMUM 95% MODIFIED PROCTOR (ASTM D-1557) WITHIN A DISTANCE OF 3 FEET BEYOND ALL FOOTING EDGES. COORDINATE THESE REQUIREMENTS WITH THE GEOTECHNICAL REPORT AND RECOMMENDATIONS. TAKE AT LEAST ONE DENSITY TEST FOR EACH 2,500 SQ.FT. OF AREA AND 12" BELOW SURFACE. SEND RESULTS OF THE TEST TO OWNER, ARCHITECT AND ENGINEER. CONCRETE AND REINFORCING: 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.I. 318) AND WITH "DETAILS AND DETAILING REINFORCEMENY A.CI 315 - LATEST EDITION). OF CONCRETE ) ( 2. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" (A.C.I. 301). PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE WITH 'HOT WEATHER CONCRETING' (A.C.I. 305R). 3. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST A.S.T.M. A-615 GRADE 60, FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUAL OF STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH A.C.I. 315 AND C.R.S.I. MANUAL OF STANDARD PRACTICE 4. ALL REINFORCING SHALL BE DEFORMED BARS, CLEAN OF OIL, SCALE AND RUST. 5. COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICAL REBARS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM OF 18 INCHES, U.O.N. PROVIDE RIGID TEMPLATES FOR COLUMN DOWEL LOCATION. PROVIDE STANDARD HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NON -CONTINUOUS COLUMNS (U.O.N.). 5.1 ADD 2 SETS OF TIES (SPACED AT 3' O.C. MAX.) BELOW THE "OFFSET-BENY IN THE VERTICAL REBARS, AT THE LAP LOCATION WITH THE CAGE ABOVE. TIE -COLUMNS (CONSTRUCTED WITH NO "OFFSET -BENT" DO NOT REQUIRED ADDED TIES). 5.2 UNLESS OTHERWISE INDICATED ALL COLUMNS SHALL BE EXTENDED TO THE TOP OF THE ROOF PARAPET. 5.3 ALL DOWELS FOR COLUMNS SHALL BE SECURED IN POSITION PRIOR TO CONCRETING. PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT PERMITTED. 5.4 SEE COLUMN TYPES FOR ALL REQUIRED TIES, BANDS & HAIR -PINS. 5.5 EXTEND ALL THE TIES, BANDS & HAIR -PINS SPECIFIED THRUOUT THE ENTIRE HEIGHT OF THE COLUMN, INCLUDING PORTION OF THE COLUMNS' HEIGHTS INSIDE THE CONCRETE BEAMS FRAMING ONTO THESE COLUMNS. 6. BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES (SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP BARS SPLICED ONLY AT MID -SPAN. ALL TOP BARS HOOKED AT NON -CONTINUOUS EDGES (U.O.N.). ALL HOOKS TO BE STANDARD 90 OR 180 DEGREE HOOKS AS REQUIRED (U.O.N.). TIES OR STIRRUPS SHALL BE SPACED AS INDICATED ON THE BEAM SCHEDULE, MEASURED FROM SUPPORT TO SUPPORT (U.O.N.). EXAMPLE 406" O.C. E.E BAL 012" O.C., MEANS 4 TIES AT V O.C. AT EACH END OF EACH SPAN, WITH TIES AT 12" O.C. IN THE MIDDLE (BETWEEN THE TWO END SUPPORTS). CONTACT ENGINEER IF THIS REQUIRE FURTHER CLARIFICATIONS. 7. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 36 INCHES MINIMUM EACH WAY AT "L" AND 'T' CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BAR (TOP, BOTTOM AND INTERMEDIATE REBARS). B. UNLESS OTHERWISE SPECIFICALLY INDICATED ON THE PLANS OR DETAILS, ALL REBAR END HOOKS SHOWN OR REQUIRED AT ALL TYPES OF REINFORCED CONCRETE ELEMENTS SHALL BE THE ACI STANDARD LENGTH FOR 90 OR 180 DEGREES HOOKS. 9. CURING & PROTECTION: ALL STRUCTURAL SLABS AND SLABS -ON -GRADE SHALL BE CURED WITH MOIST BURLAP COVER (KEPT MOIST FOR 7 DAYS). SPRAY ON CURING COMPOUNDS (INCLUDING CURING/SEALERS/HARDENERS) MAY BE CONSIDERED. CONTRACTOR TO SUBMIT TO ARCHITECT/ENGINEER MATERIAL SPECIFICATIONS AND DATA, FOR REVIEW AND ACCEPTANCE PRIOR TO APPLICATION. NO SLAB CONCRETE SHALL BE LET TO DRY WITHOUT ANY WRING. 10. CONCRETE COVER (UNLESS OTHERWISE DETAILED ON DRAWINGS): 11. ELEMENT: CONCRETE COVER: I TOP BOTTOM SIDES REMARKS WALL & COLUMN PAD FOOTING 1 2 3 2 NON-STRUCT. SLAB -ON -GRADE MID -DEPTH BEAMS COLUMNS TO TIES 1-1/2" ALL AROUND 12. ALL CONCRETE TO BE REGULAR WEIGHT WITH A UESIGN SIKENUM A� IVLLUM: RE ON AT 28 DAYS UMPELEMENT: STRENGTH: MAX. SLUMP: ALL CONCRETE 3,000 PSI1 5" REINFORCED MASONRY WA I S: S 1. HOLLOW LOAD -BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE I, 1, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NET AREA OF T fm=1,900 (PSI). CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACT 530.1 SPECIFICATIONS. 2 2. REINFORCED MASONRY WAS DESIGNED ACCORDING TO M 530/ASCE 8, CHAPTER 2 3 Y' OR CHAPTER 3 ALLOWABLE STRESS DESIGN OF MASO NR 'STRENGTH DESIGN OF MASONRY'. 3. MORTAR SHALL CONFORM TO ASTM C-270, TYPE "M" OR "S' WITH I'm = 1,900 PSI AND SHALL BE TESTED AS REQUIRED BY THE QUALITY ASSURANCE REQUIREMENTS.. 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR V BEDDING. F 5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE F F WITH STRUCTURAL DRAWINGS AND DETAILS. F 6. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW OF THE F F ENGINEER. e 7. VERTICAL I_ REIL. NFORCING L 7.1 ASTM A-615 PER REINFORCING SECTION. I 7.2 MEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT ( BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES VERTICAL FOR ALIGNMENT, I EVEN THOUGH IT IS IN A CELL ADJACENT TO THE VERTICAL WALL REINFORCING. ) 7.3 VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL LAP 48 C BAR -DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN REINFORCING R SECURED IN POSITION (AT 10 FT. VERTICAL SPACING). ( E 7.4 VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, I AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE 1 AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN A /5 REBAR. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY AND ARE CLEAN OF EXCESS MORTAR. I 7.5 ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BEAMS (OR CAP) AT THE NON -CONTINUOUS END OF THE REBARS. ALL VERTICAL REINFORCING SHALL BE LAPPED 48 I BAR -DIAMETER MINIMUM. 7.6 PROVIDE INSPECTION HOLES AT THE BOTTOM OF EACH REINFORCED MASONRY CELL, AS REQUIRED FOR LIFTS HIGHER THAN 4 FT. I 8. HORIZONTAL REINFORCING: PROVIDE GALVANIZED g9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY SECOND BLOCK COURSE (1'-e O.C. VERTICALLY) LAPPED 7-1/2'. PROVIDE SPECIAL 1 HORIZONTAL REINFORCING AT "T" AND "L' INTERSECTION. ANCHOR TO COLUMNS WITH MINIMUM a EXTENSION INTO AREA OF POUR. 9. PROVIDE 'DOVE -TAIL' ANCHORS AT 16" O.C. VERTICALLY FOR ALL MASONRY PLACED ADJACENT TO ALREADY IN PLACE COLUMNS. *PEA ROCK' CONCRETE MIX 8" TO 9" SLUMP OR CONCRETE SHALL BE P ) 10. CELL FILLING C ( GROUT WITH fc=3,500 PSI MIN. AT 28 DAYS. 11. GROUTING SHALL BE IN CONTINUOUS OPERATIONS IN LIFTS NOT EXCEEDING 4 FT. AND A MAXIMUM POUR HEIGHT OF 12 FT. 12. SEE SECTION "CONCRETE AND REINFORCING' FOR MINIMUM TIE BEAMS, WHERE OTHER BEAMS ARE NOT OTHERWISE INDICATED ON PLANS. 13. "SPECIAL INSPECTIONSERVICES ARE REQUIRED FOR THIS TYPE OF STRUCTURE IN MIAMI-DADE AND BROWARD COUNTIES, IN ADDITION TO THE INSPECTIONS PROVIDED BY THE LOCAL BUILDING DEPARTMENT. SEE "SPECIAL INSPECTION REQUIREMENTS" SECTION IN THESE GENERAL NOTES. CONTACT A/E FOR ANY REWIRED INFORMATION AND/OR QUESTIONS. I INTELS OVER MASONRY WALL OPENINGS: 1. THE CONTRACTOR SHALL PROVIDE PRECAST CONCRETE OR CAST -IN -PLACE LINTELS AT THE HEADS OF ALL OPENINGS IN MASONRY WALLS NOT EXCEEDING SEVEN (7) FEET IN WIDTH WHERE BEAMS/LINTELS HAVE NOT BEEN OTHERWISE SPECIFIED ON PLANS/DETAILS OR SCHEDULED. 2. THE LINTEL GUIDE SPECIFIED HERE IS FOR LINTELS SUBJECTED TO DOWNWARD (GRAVITY) ROOF AND FLOOR LOADS, EVENLY DISTRIBUTED OVER THE ENTIRE SPAN OF THE LINTEL SPECIAL LOADING CONDITIONS, SUCH AS WIND NET UPLIFT OR CONCENTRATED LOADS, AND LINTEL SPANS EXCEEDING THE INDICATED ABOVE, ARE NOT COVERED BY THESE NOTES (SEE PLANS AND SCHEDULES FOR SPECIFIC BEAMS AT THESE LOCATIONS). 3. CONTRACTOR SHALL NOTIFY THE A/E OF HIS CHOICE OF CAST IN PLACE UNTD.S, PRECAST LINTELS OR A COMBINATION THEREOF, TO BE USED BY HIM IN THIS PROJECT. 4. LINTELS BEARING ONTO CAST -IN -PLACE CONCRETE COLUMNS (ON ONE OR BOTH ENDS, SHALL BE CAST -IN -PLACE TYPE (NOT PRECAST). 5. ALL LINTELS SHALL BE BEARING AT LEAST 8' ONTO THE SUPPORTS ON EACH SIDE OF THE OPENING. 6. LINTEL OPTION 01: LINTEL CAST TOGETHER WITH THE TIE BEAM. LINTEL MAY BE CAST INTEGRAL WITH THE STRUCTURAL OR TIE BEAM WHEN HEAD OF THE OPENING IS 24 INCHES OR LESS BELOW. CONTINUE BEAM'S TYPICAL TOP AND BOTTOM REBARS THROUGH AND ADD 2-/5 BOTTOM BARS AT DROPS AND 3-/3 STIRRUPS AT 6' O.C. EACH END OVER OPENING. SHOULD THE CONTRACTOR WISH TO CAST DEEPER BEAM DROPS (USED FOR LINTELS) HE SHOULD CONSULT WITH THE A/E REGARDING ADDITIONAL (OR DIFFERENT) VERTICAL AND HORIZONTAL REINFORCEMENT. FROM TIE BEAMS ABOVE. ICAST-IN-PLACE LINTELS SEPARATED FR L NTEL OPTION N12• ) 7.( CONCRETE REINFORCED WITH A MINIMUM OF 8"x12" CONS - -P CAST IN LACE LINTELS SHALL BE 2-15 TOP AND BOTTOM, AND 3-#3 STIRRUPS AT 4" O.C. EACH END, BALANCE AT 12' O.C.. SEE "CONCRETE' SECTION FOR ARCHED BOTTOM CAST -IN -PLACE CONCRETE LINTEL NOTES. 8. LINTEL OPTION #1 PRECAST U -LINTELS LINTEL INFORMATION PROVIDED HERE IS BASED ON THE LINTELS PRODUCED BY "CASTCRETE" AND ON THEIR ALLOWABLE LOADING TABLE. CONTRACTOR TO SUBMIT LINTEL SPECIFICATIONS AND LOADING DATA IF HE IS USING UNTELS MANUFACTURED BY OTHER THAN "CASTCRETE". ALL LINTEL BOTTOMS SHALL BE 8' PRECAST 'U' SHAPED, FILLED SOLID WITH CONCRETE. LINTELS THAT REQUIRE REINFORCING WITH A HORIZONTAL #5 REBAR ARE SPECIALLY MARKED. 9. LINTEL SCHEDULE (BASED ON "CAST-CRETE" DATA) CLEAR CAS CRETE GRAVITY LOAD SPAN FT. DESIGNATION CAPACITY PLF UP TO 3-10 8U8 1,599 8178-013 1,969 BF8-18 2,189 4'-O" TO 5-6" BUB 1,062 8F8-OB 1,105 81`8-113 1,451 5'-6" TO 6'-10" 8U8 743 BFB-08 1,011 8FB-1B 1 13011 STRUCTURALSTEEL (SHOP DRAWINGS REQUIRED) 1. ALL STRUCTURAL STEEL TO BE DOMESTIC A.S.T.M. A-36 (Fy=36 K.S.I.) AND DESIGNED IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND THE A.I.S.C. CODE OF STANDARD PRACTICE. 2. STEEL TUBES TO BE DOMESTIC STEEL CONFORMING TO A.S.T.M. A-500 GRADE B (Fy=46 K.S.I.). 3. ALL COLUMN BASE AND CAP PLATES SHALL BE 3/4" THICK (UNLESS OTHERWISE NOTED). WIDTH AND LENGTH AS REWIRED FOR PROPER BOLTING AND AS INDICATED ON THE PLANS AND DETAILS. 4. ALL STEEL SHALL BE SHOP PAINTED WITH AN APPROVED PRIME COAT. STEEL EXPOSED TO THE ELEMENTS OR ANY STEEL IN STRUCTURES CLOSE TO THE OCEAN, SHALL BE EPDXY PAINTED. SEE ARCHITECTURAL DRAWINGS FOR FINISH PAINT INFORMATION. ALL DAMAGES TO THE PAINT ON SITE OR DURING DELIVERY (INCLUDING DRILLING AND WELDING OPERATIONS) SHALL BE FIELD TOUCHED -UP WITH THE SAME SPECIFIED RUSTPROOFING PAINT. 5. ALL WELDING TO BE IN ACCORDANCE WITH A.W.S. "STRUCTURAL WELDING CODE - STEEC. ALL WELDERS TO BE A.W.S. CERTIFIED (CERTIFICATION TO BE AVAILABLE ON -SITE DURING WELDING INSPECTION). ALL WELDS TO BE FILLET OR PENETRATION WELDS (THICKNESS TO BE IN ACCORDANCE WITH BASE METAL THICKNESS). USE MINIMUM E70XX ELECTRODES CLEAN AND RUSTPROOF ALL FIELD WELDS WITH HEAVY DUTY RUSTPROOFING PAINT. 6. ALL CONNECTIONS TO BE SHOP WELDED AND/OR FIELD WELDED. UNLESS OTHERWISE SPECIFICALLY INDICATED ON PLANS AND DETAILS, ALL WELDS SHALL BE CONSIDERED FULL WELDS (ALONG THE CONTACT LENGTHS OF THE CONNECTING STEEL ELEMENTS). BOLTED CONNECTIONS MAY BE USED AS DIRECTED. WHERE SPECIFIED ON PLANS AND DETAILS, BOLTS SHALL BE A325 STEEL (U.O.N.). 7. ALL ANCHOR J-BOLTS (WHERE SPECIFIED FOR COLUMN AND BEAM CONNECTIONS INTO CONCRETE) SHALL BE GALVANIZED AND HAVE A 4" MINIMUM HOOKED END (U.O.N.). 8. UNLESS OTHERWISE DETAILED IN THESE DRAWINGS, SPLICE TYPES AND LOCATIONS SHALL BE INDICATED ON THE SHOP DRAWINGS TO BE REVIEWED BY THE ARCHITECT/ ENGINEER. 9. STEEL BEARING ON STEEL TO BE WELDED THERETO. 10. "SPECIAL INSPECTION' SERVICES ARE REWIRED FOR THIS TYPE OF STRUCTURE IN MIAMI-DADE AND BROWARD COUNTIES, IN ADDITION TO THE INSPECTIONS PROVIDED BY THE LOCAL BUILDING DEPARTMENT. SEE "SPECIAL INSPECTION REQUIREMENTS' SECTION IN THESE GENERAL NOTES. CONTACT A/E FOR ANY REQUIRED INFORMATION AND/OR QUESTIONS. TO CONFORM TO RULES OF THE MANUFACTURER'S ASSOCIATION UNDER WHOSE RULES IE LUMBER IS PRODUCED. (SEE SUPPLIER'S SPECIFICATIONS). TO BE AIR DRIED, WELL SEASONED AND GRADE MARKED AT MILL TO BE SOUTHERN PINE, WITH THE FOLLOWING PROPERTIES: (ALL IN P.S.I. UNITS) 2-4 z 4 N0. 2 - Fb s -1 500 - - 720 Fb r 1 - Ft-825 - 50 Fc-16 E-1 600 000 2-4 x 6 NO. 2 - s-1 250 Fb() - - 40 Fb r i 4 () - Ft-725 - Fc-1 600 E=1 600 000 2-4 x B NO. 2 12-4 Fb(s)=1.,200 Fb(r)=1,380 Ft=650 Fc=1,550 E=1,6DO,000 x10 N0. 2 - Fb s -1 050 - -1 10 Fb r 2 , - Ft =575 Fc-1.55 - = 00 000 E 16 HERE: I(s) = EXTREME FIBER IN BENDING (SINGLE MEMBER) I(r) = EXTREME FIBER IN BENDING (REPETITIVE MEMBER) = TENSION PARALLEL TO GRAIN = COMPRESSION PARALLEL TO GRAIN = MODULUS OF ELASTICITY i = HORIZONTAL SHEAR = 175 PSI - ALL WOOD SIZES. ALL STRUCTURAL WOOD TO BE SURFACED FOUR (4) SIDES (S-4-S) A AND MAXIMUM OISTURE CONTENT OF 19 PERCENT. ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY OR THEIR CEMENTITIOUS MATERIALS SHALL BE TREATED WITH AN E.P.A. ACCEPTABLE WOOD RESERVATIVE (SUCH AS 'AQC' - ALKALINE -COPPER -QUATERNARY OR "CBA-A" COPPER ZOLE TYPE A & 8). ALL WOOD CONNECTORS SHALL BE GALVANIZED STEEL OR RUST -PROOF PAINTED TEEL (U.O.N.). ALL GALVANIZED METAL CONNECTORS IN CONTACT WITH TREATED WOOD TEM /5) SHALL BE 'TRIPLE-ZINK G-185" GALVANIZED. ANY FIELD WELDS (INTERIOR OR XTERIOR) OF SUCH CONNECTORS SHALL BE WIRE BRUSH CLEANED AND RUST PROOF ANTED. NAILS WHICH ARE PART OF THE "USB" SPECIFIED CONNECTORS (IN REGULAR DOD) SHALL BE COMMON NAILS (UNLESS OTHERWISE SPECIFIED IN THE CATALOG FOR PECIFIC CONNECTORS). STORE ALL LUMBER ABOVE GRADE OR FLOOR. STACK TO ALLOW PROPER AIR IRCULATION AND PROTECT FROM WETTING WITH SUITABLE COVER. HOOD TRUSSES: (DELEGATED ENGINEERED SHOP DRAWING REQUIRED) GENERAL, 1. THESE STRUCTURAL PLANS AND DETAILS INCLUDE TRUSS FRAMING AND GIRDER AYOUT INFORMATION, WITH SPECIFIED CONNECTIONS TO STEEL, MASONRY OR CONCRETE ;UPPORTS, AND LOADING DATA. I. THE TRUSS DESIGNER -DELEGATED ENGINEER MUST CLOSELY FOLLOW THE LAYOUT OF HE TRUSSES AND GIRDER -TRUSSES, AS SHOWN ON THE STRUCTURAL FRAMING PLAN(S). 'SEE "WOOD TRUSS SYSTEM DESIGN & PERMIT SUBMISSION' SECTION FOR ADDITIONAL IEQUIREMENTS. IN THE EVENT THAT THE TRUSS DESIGN ENGINEER REQUIRES A CHANGE TO THIS rAYOUT, HE MUST CONTACT THE ENGINEER -OF -RECORD (AS SOON AS POSSIBLE AND PROVIDE THE PERTINEN T INFORMATION REVISED I BUILDING DESIGN PHASE AND ( WRING THE ) .GCATONS AND MAGNITUDE OF LOADS). I. IN THE EVENT THAT SUCH COORDINATION DID NOT TAKE PLACE, PRIOR TO PERMITTING X' THE PROJECT, THE OWNER OR CONTRACTOR SHALL PROVIDE TRUSS SHOP DRAWING, FOR 1/E REVIEW, PRIOR TO START OF FOUNDATON CONSTRUCTION. THE STRUCTURAL FRAMING PLANS OF RECORD, WILL THEN BE MODIFIED TO INCLUDE ALL THE NECESSARY CHANGES NDICATED ON THE SHOP DRAWINGS AND NEW FRAMING PLANS WILL BE ISSUED (AT POSSIBLE ADDITIONAL COST FOR THESE SERVICES). IN ANY CASE, NO FOUNDATION WORK SHALL BEGIN BEFORE THE STRUCTURAL ROOF AND FLOORS TRUSS FRAMING PLANS HAVE BEEN VERIFIED AND COORDINATED WITH ME DELEGATED ENGINEERED TRUSS SHOP DRAWINGS. ESPECIALLY THE LOCATION AND MAGNITUDE OF HEAVY GIRDER GRAVITY LOADS AND UPLIFT FORCES AND THEIR EFFECTS ON ME SUPPORTS AND FOUNDATION. DESIGN AND FABRICATE MEMBERS IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION' (NDS)-AMERICAN FOREST AND PAPER kSSOCIATION' (AFPA) AND 'DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES" (AN9/TPI 1). ALL OF THE EDITION SPECIFIED IN THE BUILDING CODE AT THE TIME OF PERMIT APPLICATION. 3. TRUSS CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT, WHO SHALL BE 4SSIGNED AS A DELEGATED ENGINEER FOR THE CONTRACTOR. THE DELEGATED ENGINEER SHALL DESIGN AND INDICATE ON THE SHOP DRAWINGS ALL TRUSS COMPONENTS, TEMPORARY BRACING, BRIDGING, HARDWARE, METAL HANGERS, ANCHORS AND METAL SHAPES AS REQUIRED BY DESIGN OR AS INDICATED ON THE PLANS. ALL METAL PARTS TO BE GALVANIZED. 4. ALL TRUSS CONNECTIONS TO THE SUPPORTING WALLS OR BEAMS, HAVE BEEN SELECTED BY THE ARCHITECT/ENGINEER OF RECORD, BASED ON THEIR CAPACITY TO RESIST JPLIFT AND LATERAL WIND FORCES CALCULATED SEPARATELY, BASED ON 'COMPONENT & CLADDING' WIND FACTORS. COMBINATION "UPLIFT + LATERAL' FORCES ON THE TRUSS BEARING CONNECTORS, HAVE BEEN CALCULATED BASED ON "MAIN WIND FORCE RESISTANCE' FACTORS. 4.1 THE TRUSS DESIGNER SHALL SPECIFY AND INDICATE ON THE SHOP DRAWINGS ALL THE TRUSS TO TRUSS OR TO GIRDER TRUSS CONNECTIONS (SEATS, BRACKETS, STRAPS, CLIPS, ETC.). 4.2 THE ARCHITECT/ENGINEER OF RECORD SPECIFIED THE TRUSS OR GIRDER -TRUSS CONNECTIONS TO STEEL, MASONRY, WOOD BEAMS/PARTITIONS OR CONCRETE SUPPORTS. STRUCTURAL DESIGN CRITERIA: 1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FOLLOWING CODE(S): MIAMI-DADE AND BROWARD COUNTIES ONLY (H V.H2j; 2014 FLORIDA BUILDING CODE - RESIDENTIAL (CHAPTER 44) 2014 FLORIDA BUILDING CODE - EXISTING BUILDING FLORIDA BUILDING CODE - CURRENT SUPPLEMENTS AND AMENDMENTS ARE INCLUDED WITH ALL THE ABOVE. ALL CODES SPECIFICA TIONS AND OTHER APPLICABLE REFERENCES. SHALL BE OF THE EDITION INDICATED IN THE ABOVE REFERENCED CODE. 2. DESIGN GRAVITY LOADS: U S E: SUPERIMPOSED LOADS: LIVE (PSF) IDEAD PSF ROOF TRUSSES TOP CHORD 30 15 ROOF TRUSSES BOTTOM CHORD == 10 RESIDENTIAL 40 20 STRUCTURAL DESIGN CRITERIA (2 STORY ADDITION) -WIND: 1. WIND DESIGN CRITERIA• WIND DESIGN CODE: ASCE-7(10) METHOD: 2 WIND VELOCITY: 175 MPH (LRFD) ENCLOSER BUILDING: OCCUPANCY CATEGORY: 2 GCPi = f0.18 EXPOSURE CATEGORY: "C" Kd = 0.85 MEAN ROOF HEIGHT: 22 FT. MAX. (SLOPING ROOF) CORNER DISTANCE "a" = 3.00 FT. 2. WIND FORCE SUMMARY: (A.S.D = 0.60 x LRFD) 2A. COMPONENTS & CLADDING (CHAPTER 30 - PART 1) BUILDING ELEMENT ZONE 1 ZONE 2 ZONEZONE 3 4(+ ZONg15 -5(-) SLOPING ROOF 36.0 50.7 -80.0 ROOFING SLOPED -39.6 69.0 102. WALL 39.9 -43.GLASS WINDOWS OORS 10 SQ.F 43.3 -47. STRUCTURAL DESIGN CRITERIA (1 STORY GARAGE) - WIND: 1. WIND DESIGN CRITERIA: WIND DESIGN CODE: ASCE-7(10) METHOD: 2 WIND VELOCITY: 175 MPH (LRFD) ENCLOSED BUILDING: OCCUPANCY CATEGORY: 2 GCPi = ±O18 EXPOSURE CATEGORY: "C" Kd = 0.85 MEAN ROOF HEIGHT., d5 FT. MAX. (SLOPING ROOF) CORNER DISTANCE "a" = 3.00 FT. 2. WIND FORCE SUMMARY: (A.S,D = 0.60 x LRFD) 2A. COMPONENTS TS & CLADDING: (CHAPTER 30 - PART 1) II BUILDING ELEMENT ZONE 1 ZONE 2 ZONE 3 ZONE 4+ ZONE - ZONE 5- I SLOPING ROOF I 48.0 GARAGE DOOR 10 SQ. +40.1 -43.5 WIND ZONES FOR ROOF AND WALLS "a" = CORNER DISTANCE GABLE HIP END END 3 2 3 3 2 1 2 2 2 2 3 3 2 24 2 1 2 3 3 2 3 a° TYP. WIND ZONES FOR SLOPED ROOFS (HIP OR GABLE! END): I I I I F FLAT OR SLOPED ZONE ZONE 4 ZONE CORNER CORNER WIND ZONES GRADE FOR WALLS: 5. THE STRUCTURAL PLANS INDICATE ALL THE REQUIRED LATERAL PERMANENT BRIDGING, AS RECOMMENDED BY THE 'TRUSS PLATE INSTITUTE'. TRUSS DESIGNER ENGINEER SHALL PROVIDE INFORMATION AND SHOW ON PLAN, ALL LATERAL BRACING OF ANY TRUSS INDIVIDUAL MEMBERS AS W RE IRED BY THE TRUSS DESIGN AND FOR STABILITY AND SAFETY DURING ERECTION. I 6. TRUSSES SHALL BE INSTALLED WITHIN THE "OUT OF PLUMB" AND "OUT OF PLANE" TORANCES, AS PER THE "TRUSS PLATE INSTITUTE". ANY TRUSS EXCEEDING THE SPECIFIED PLUMB TOLERANCE MUST BE REALIGNED OR REPLACED. 7. ALL WOOD TRUSS CONNECTORS SHALL BE GALVANIZED STEEL OR RUST -PROOF PAINTED STEEL ANY FIELD WEIRS (INTERIOR OR EXTERIOR) OF SUCH CONNECTORS SHALL BE WERE BRUSH CLEANED AND RUST PROOF PAINTED. SEE "WOOD" SECTION FOR GALVANIZED CONNECTORS AND TREATED WOOD REQUIREMENTS. 8. CONTRACTOR SHALL NOT CUT, MODIFY OR ALTER ANY TRUSSES. IN THE EVENT THAT A TRUSS NEEDS MODIFICATIONS OR ALTERATION, THE CONTRACTOR SHALL NOTIFY THE TRUSS COMPANY WHO WILL INSPECT THE FIELD CONDITION AND PROVIDE REMEDY DETAIL(S) SIGNED AND SEALED BY THE TRUSS DELEGATED ENGINEER, TO BE REVIEWED BY THE A/E OF RECORD, PRIOR TO START OF REPAIR WORK. PLYWOOD ROOF DECKING AND DIAPHRAGM• PLYWOOD DECKING SHALL BE USED ONLY WHERE THE MAXIMUM SPACING OF THE SUPPORTING FLOOR/ROOF TRUSSES OR JOISTS DOES NOT EXCEED 2e SPAN (UNLESS OTHERWISE SPECIFICALLY INDICATED ON THE PLANS). FOR SPANS EXCEEDING THIS MAXIMUM DIMENSION, A 1-1/2" X 22 GA. CORRUGATED METAL DECKING SHALL BE USED. 1. PLYWOOD DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "A.P.A. DESGN/CONSTRUCTION GUIDE - DIAPHRAGMS" AND THE APPLICABLE SECTIONS OF THE LOCAL BUILDING CODE. 2. INSPECTIONS: COMPLY WITH THE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS (BY THE LOCAL BUILDING DEPARTMENT, ARCHITECT OR ENGINEER) OF SPECIFIED COMPONENTS OF THE DECK/ROOF STRUCTURE REQUIRING INSPECTIONS. 3. PLYWOOD ROOF DECKING: 3.1 SHALL BE 19/32" MINIMUM THICKNESS, 'CDX' TYPE AND SHALL BE CONTINUOUS OVER THREE OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. 3.2 AT ALL INTERIOR SUPPORTS: CONNECT PLYWOOD ROOF DIAPHRAGM TO STRUCTURE WITH 8d (MINIMUM) GALV.. RINK -SHANK NAILS, SPACED AT 6" O.C. MAX. AT SUPPORTED EDGES OF THE PLYWOOD SHEETS AND AT 6" O.C. ALONG THE INTERMEDIATE SUPPORTS. 3.3 AT GABLE ENDS AND PERIMETER: NAILS SHALL BE SAME AS IN #3.2. SPACING SHALL BE 4" ON CENTERS MAXIMUM TO A DISTANCE OF 48' FROM EDGE OF ROOF. PLYWOOD FLOOR DECKING AND DIAPHRAGM: 1. BASE PLYWOOD SHALL BE 21/32" MINIMUM THICKNESS, TONGUE & GROOVED. 'CDX' TYPE AND SHALL BE CONTINUOUS OVER THREE OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. 2. CONNECT PLYWOOD DECKING TO STRUCTURE WITH GLUE AND WITH 10d GALV. NAILS, SPACED AT V O.C. MAX. AT SUPPORTED EDGES AND AT 10" O.C. LONG THE INTERMEDIATE SUPPORTS 3. SEE ARCHITECTURAL DETAILS FOR ADDITIONAL PLYWOOD ON TOP OF THE BASE PLYWOOD PANEL (ITEM #1 ABOVE) OR OTHER FLOORING (AS OR IF APPLICABLE). DO studio 2100 N. MIAMI AVENUE *405 MIAMI FL 33121 T: 305 516 &W& F: 305 516 6844 EB 0004621 ,.D. Klieger, Inc. Consulting Structural Engineers 1909 Harrison St., Suite 204 Hollywood, Florida 33020-5017 Phone: (954) „923-2111 ,0'.nM KI ,X147.020 a' 361 uy * : SlAAAA� t� ;, . "._FL-OR11DP•- I10NA\- �:o``. GERSHON KIIEGER, PE 06-01-2017_ REVI51ON5:: _ _ PROJECT NAME: BUTLER R ES D ENCE PROJECT ADDRESS: 1 0007 NE 4th AVE MIAMI SHORES FLORIDA PROJECT No. SCALE: DATE: DRAWN: CHECKED DRAWING TITLE: A5 NOTED APRIL 03, 201 7 K.R. G.D.K. GENERAL NOTES SHEET NO. S-4 REAR PROPERTY L't'vE 500 20' 00" E 1 i 5.00 T"✓ TW � f i 1 l 1 � REAR 5UiLD1NG SECBACK F- — -- — — — ------ -- I II 5 VE PROPERTY � SIDE BUILDING LINE �5ET5ACK I� I IU ' I NEW PAVED PATH TO ------- CABANA BATH OF DRAWROX. LOCATION OF DRAW FIELD GATE EXISTING POOL EQUIPMENT APPROX. LOCATION Ty, DICONNECT, E1-V OF 5EPTIC TANK MTS I FIREPLACE r F I i� NEW UNDER U/G METE -I ELECTRICAL O PAN EL 1 IA S I SERVICE. NEW PAVERS T,iNF, REPLACE AISTING PANEL i OCATION A!VL? EXi5T AT GARAGE WITH NEW b^/5 CONNECTION BANA REFER TO RISER AND SCHEDULE 1 1 / !i l EXISTING GUEST HOUSE TO R BL DJG EXISTING POOLJ_SPA h� REFER TO SHEEP �� PNOT ERMTART OF THIS E-100 DETAIL 2 '_' yvs FOR WORK IN THIS AREA s PORCH uI — -- - -- o -- t — c'1 F_X15TING — o COURTYARD o NEW USG TO HOUSE PANEL B EXISTING POOL DECK NEW GA5 I U EL. 10.00 BBO o NEW 5LAB i! I v5 05 ✓5 BALCONY I i �--- NEW WALL TO -- -- - ----- - ---- — ---- MATCH EXISTING WALL HEIGHT EXISTING CLAY TILE ROOF 2 S 4'_5j1 AFP ,N,E.� STOR, PANE B EXISTING RESIDENCE To BE REMODELING NFVV FLEDGE I ROD 'IZEFER TO SHEET E-10.1' ALONG NEW WALL FOR WORK IN THIS AREA I FF=10.90 I I , ✓ i 1 ' i TN IU �IUj EL-9-4 ---- r- APJ T UJ ! 8' IV W 4' H. (MAX.) SINGLE `-------- -------------- --- --- - -- DRIVEWAY SLIDING GATE IU — IU EN T PCE — BRICK PAVER5 FRONT 6UIL✓ING O 5ETBACK NEW DRIVEWAY EL8.9 • EL.9.2 I I 1 l' 11 i ICI; r I 1 I i I I SIDE BUILDING 5ETBACK---, • EL9.2 Ij NuW P.AVER5 I I I EL. 10.00 AJC (GEN FAD PAD I j EXISTING FLAT ROOF � I U u EXISTING IU CHIMNEY .IU EL` DICONNECT EXISTING POOL EQUIPMENT PANEL �• A S MINI CU#3 I A-3,5Lu BATBA?� 11 A-6 UW A-6 A-4 SMOKE AND CARBON A-13,15 MONOXIDE ALARMS - COMBO WRH 10 BATTERY BACK. R1M 7N A-6 FF E; Tih GFl/AR 10; A-4 UEST OU5E A-4I EXISTING PORCH VIA TS A-1 A 0- -VA—I /WR A— 4 GFl/WR A-14 GR /A-7 A-12 ' /A-12 1 Af �A A 17 (#'116 16R a _ � —18 2 If GUEST HOUSE - NEW FLOOR PLAN SCALE: 1 /4"= 1 '-011 ELEGTRICAL REV W��G�C APPRQVE JOB#'L 17-0407 m 'lis Rodriguez, P.E. c nseNUmber60236 C A. 26359 ■engineering inc 2020 Ponce De Leon Blvd. Ste. 1002 Coral Gables, Florida 33134 Engineering Design: Sign; Phone: 305 444 9809 > Mechanical > Elmtrkxa : Fax3D5 444 9827 > Plumbing > Fire Pratedm Date www.arpe-eng.com ��w"m D 0 studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33127 T: 305 57G G888 F: 305 57G G844 REVISIONo3.°°°. ••••°• PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRE55: 10007 NE 4th AVE MIAMI SHORES FLORIDA PROJECT No. 5CA1E: SCALE: 1 /4"= 1'-0" DATE: APRIL OG, 2017 DRAWN: A.R. CHECKED: A.R. DRAWING TITLE: ELECTRICAL 51TE PLAN SHEET NO. E-100 ELECTRICAL SITE PLAN SCALE: 1 /6"= P-0" GFI/WR B-23 B 32 _ B-16 - G 6 - ,{{��, - - ,{{��, W16-23 B 23V11 34 5 B VP B, B-32 B-3 8-32 'ilf - g 3 P - - RR,{�, ;;3 B-23 KP ELLAS GFI6B-27 1 g WS 8-32 32 R - - _- B 32RjB B-27 -16 TALL 0 KP------' g LEGEND B-27 B-36 R B-36 B-27� B-3 R \ O R B-34 1 �f 0 _ R 32 B-3, 6-3 r�R RECESSED LIGHT FIXTURE TO BE: ARW V"� "WAC" 2" SQUARE LED #T709 WHITE j !�� „1 y 5 pL �� R i 4 1 = COLOR TEMP. 2700 K (14.5 W) !V - - 6 y"V _ B-3�Vp - 23= ACM B� 2l CEILING MOUNT - -._ -- - - �B-27 =- B-34 R -- - C U.LK IN _ An L03 �8-25 _ �� � B 2. � 6 8_3 A YP PENDANT • 8-36 O 2 2 .TYPICAL R B-43,45@-30 R O 2+ B-30 I I ' _- -- it WALL SCONCE WS - B-2 3- O KP TYPICAL 1 B-3 KP Q B-34 K-R 7 —_ -I KP B-30 CM KP KP 1 4 CM -F30 J.BOX FOR LIGHTING - 1 O 8-36 HU # 1 8-30 - -- 8-30 B-25 O iT-� R FIXTURE AND FAN CEILING FIXTURE MOUNTED B 36 -36 36 B-2T HU#2 3.OT�UNDER - - -\��LO 6 1 CABINET LIGHT R B-36 -----UC I� - _ -2 �----36 IB-36 R4 R H-25 8-30 B-30 R 1 B RO _8-27 B 1L( B 25 1 - B-30R tjF�L� f1 6 1YP101L BEDKOOM #3B-25(�B-36_ R - R i P li - B-30 TO LIG = BELOW 8-25 I ELECTRICAL SECOND FLOOR PLAN - DESIGN STUDY I 2 SCALE: 1/411= 1'-0" 75% OF ALL FIXTURES MUST BE ENERGY EFFICIENT RATED. MUST COMPLY WITH FBC. 2014 ENERGY CONSERVATION SECTION CHAPTER IV. _ 1 - 1 B-39,41 O B-47,49 I - - GFI/WR B-2 S 8-26 �g=2 S Gn/ R -26 ' -12 B B ¢�g_2, b S GFI/WR 8-22 B-22 �B-12 - g-2 g=z - CU#2 ELECTRICAL CONSTRUCTION NOTES: CANOPY GAS TANKLESS —� S 2 A 2 A _ _ 1 NHIA 3R _ NEYA�R - 28 O GFIB 1R2 B-26-- _ B-26 - B 826 � 19 B-19� - -- -- Ol LIGHTING SYSTEM CONTROL 4 VIA SWITCHES MAESTROS. �_26 PANEL "62 _ - - 3 ,TYPICAL - 120V SMOKE AND CARBON MONOXIDE ALARMS COMBO WITH BATTERY BACK UP INTERCONNECTED WITH 3/4"C. TO MASTER GFI A B-2 1 8-21 BATHROOM LIGHT CIRCUIT. THIS CIRCUIT SHALL BE ARC FAULT B-14 B^ O -26 B_2 PROTECTED.. ROD CM - - B_21 1 O O�P -- B-28 KP 6 8-19 _ - O PROVIDE J BOX FOR CEILING FAN AT ALL CENTER O LIGHT FIXTURE. TYPICAL ALL ROOMS. µ'- �GFI2 O B W1B-2 Kp' - B-26 _ 8-26 8-26 -21 _ - �BFI12R LIGHT FIXTURES IN CLOSET SHALL NOT BE INSTALLED O OF SHELF. _ I - WITHIN 12" 8-28 R R / �(} B-31 B-12 2 CM �tT B-22 � B-22 CM HOOD FAN COORDINATE MOUNTING PRIOR TO O INSTALLATION. CANOPY ;._ O - O �8-21 1 6 O B-21 4' 1 B-22O E PLACE - GFI/WR - _ AND 6 CABLECONTRACTOR SHALL TV OUTLET M.H. ORDINATE PRIOR OALL NSTALLAT INSTALLATION. O -p GA-21 K ® B-28 B-24 B-24- - 4 -- - KP - - -- - ELECTRICAL _ - -- TYPICAL ENTIRE HOUSE. UNDE - LIGHTSE- CABIET ; '_4 B--28 --- NDER CABINET G LIGHTS BGFlO B R'24 P- P 8-24 GFI B-3 R, - PROVISION B-17 8-22 1 O AV EQUIPMENT 28'- - � 1 I P UC - - 1 1 - BELOW STAIR 8-22 - _ M P 8-11 715 8-7.9 TO LIGHT' B-2 R B-22 R _ N ROO 21 - I B 28 - ABOVE. B-17 -', ELECTRICAL R B-fi 8 MuD � I _ UC I r'A NTKY B- B-20 - - B-179 Kp APPROVE ATE - - 3B- B-24 B-24 R-38 - SWITCHES MAESTROS CONTRACTOR SHALL COORDINATE EXACT LOCATION GFI_ _ - B-5 B�1 I 1 I NOTE TOB-40 MINIMUM 1FC NE11A1 - - - P REQUIRED FOR EGRESS AHU#1 F13C CM PRIOR TO INSTALLION. d ILLUMINATION -- B-22 B-35 37 B-3 - 8-24 1006E r -- KP - P _ - - - 11{�U -22 B-22 ws J # 17-0407 -24 B-24 RI GFI/WR B-12 1 O antis Rodriguez, P. . - --_ --- -- _ _ '© (icenseNumber 6023 ■� engineering inc CA 26359 2020 Ponce De Leon Blvd. Ste. 1002 Coral Gables, Florida 33134 Engineemp oesgnSign tune — - — — Phone: 305 444 9809 > Mechanical > Electrical , I > PlumbN > FirePmt� Date Fax: 305 444 9827 vAvw.arpe-eng.com ELECTRICAL FIRST FLOOR PLAN - DESIGN STUDY I SCALE: 1 /4"= 1 '-0" DO studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33 1 27 T: 305 57G G888 F: 305 57G G844 . . .... ...... u•u• REVISIONS. . .. .... .... ..... ... .. . ...... PROJECT NAME: BUTLER RESIDENCE PROJECT ADDPE55: 10007 NE 4th AVE MIAMI SHORES FLORI DA PROJECT No. SCALE: 5CALE: 114"= P-O" DATE: APRIL OG, 2017 DRAWN: A.R. CHECKED: A.R. DRAWING TITLE: ELECTRICAL FLOOR PLAN SHEET NO. E-101 ELECTRICAL LEGEND LIGHT FIXTURE DESIGNATION, FLOODLIGHT, SEE UGHTING FIXTURE A LIGHT FIXTURE DESIGNATION, SEE LIGHTING FIXTURE SCHEDULE LIGHTING FIXTURE, SURFACE MOUNTED O LIGHTING FIXTURE, RECESSED MOUNTED LIGHTING FIXTURE, WALL MOUNTED e LED EXIT LIGHT SEE LIGHTING FIXTURE SCHEDULE. X 2 FLUORESCENT LIGHT FIXTURE, SEE LIGHTING FIXTURE ®2 SCHEDULE FOR DETAILS 2 X 4 FLUORESCENT LIGHT FIXTURE, SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS ® i X 4 FLUORESCENT LIGHT FIXTURE, SEE LTG. FIX. SCHED. $ TOGGLE SWITCH 120/277V. 20 AMP. ,(M.H. = 48" A.F.F.), 3-WAY $ a TOGGLE SWITCH 120/277V. 20 AMP. ,(MM. = 48" A.F.F.), 4-WAY $ + TOGGLE SWITCH 120/277V. 20 AMP. ,(M.H. = 48' A.F.F.) $K TOGGLE SWITCH 120/277V. 20 AMP. KEYSWITCH,(M.H. = 48" A.F.F.) $ F FAN SWITCH 120/277V. 20 AMP, (HORSEPOWER RATED),(M.H. = 48" A.F.F.) $ T TOGGLE SWITCH 120/277V. 20 AMP. WITH ,(M.H. = 48' A.F.F.) 10 MIN. TIME DELAY, RELAY BY MECH. CONT. INSTALLED BY E.C. $yF FAN AND LIGHTING SWITCH 120/277V. 20 AMP (M.H. = 48' AF.F.), 3-WAY $p TOGGLE SWITCH 120/277V. 20 AMP.. WITH PILOT LIGHT ,(M.H: 48"A.F.F.) $EX TOGGLE SWITCH 120/277V. 20 AMP. EXPLOSION -PROOF $S SPEED SWITCH 120/277V. 20 AMP. U.O.N. ,(M.H. = 48' A.F.F.) $M SINGLE PHASE MANUAL MOTOR STARTER, (M.H. = 48" A.F.F.) $p DIMMER SWITCH 120/277V. 20 AMP., (M.H. = 48" A.F.F.) DUPLEX RECEPTACLE, 20 AMP., 125V., (M.H. = 18' A.F.F.) ® DUPLEX RECEPTACLE, 20 AMP., 125V., RECESS FLOOR MOUNTED DUPLEX RECEPTACLE, 20 AMP., 125V., TOP HALF SWITCHED, M.H. = 18" A.F.F. UNLESS OTHERWISE NOTED DUPLEX RECEPTACLE, 20 AMP., 125V., ISOLATED GND. AND W SURGE PROTECTED, (M.H. = 18' A.F.F.) T(n SINGLE RECEPTACLE, 20 AMP., 125V., COORDINATE M.H. WITH EQUIPMENT FOUR-PLEX RECEPTACLE, 20A, 125V., (M.H. = 18" A.F.F.) SPECIAL PURPOSE OUTLET e.g. RANGE OUTLET, COORD. W/ EOUIPT. DUPLEX RECEPTACLE, 20 AMP., 125V., MOUNT ABOVE COUNTER 30 AMP., 125V., TWIST LOCK RECEPTACLE FOR FLOOR POLISHING MACHINE O JUNCTION BOX, MOUNTING AS SHOWN ELECTRIC MOTOR, NUMBER INDICATES HORSEPOWER ® MOTOR STARTER 1171111 COMBINATION MOTOR STARTER, TYPE AS DESIGNATED DISCONNECT SWITCH, 3-POLE, 60 AMP FRAME W/ 40A. FUSES i ELECTRICAL PANEL, SEE PANEL SCHEDULE SHEET(S) FOR DETAILS EXISTING EQUIPMENT TO REMAIN NEW EQUIPMENT OR WORK CE THIS PROJECT Op SMOKE ALARM/CO SENSOR COMBINATION 120V WITH BATTERY BACK UP CALL BACK PUSH BUTTON CIRCUIT BREAKER, TYPE AND SIZE AS PER DRAWINGS. Ed SECURITY SYSTEM KEYPAD is CLOCK Q BELL OSHUT DOWN RELAY O POWER ON INDICATOR WITH KEYED RESET O INTERCOM SYSTEM SPEAKER QQ POLYGON AUDION CONFERENCING SYSTEM ® TELEPHONE PORT FLOOR MOUNTED El CALL BACK PUSH BUTTON 17 DUAL TELEPHONE OUTLET MOUNTED AT 19" A.F.F. USE CAT-5 W/1' STUB UP 6" ABOVE CEILING. 17 DUAL TELEPHONE OUTLET MOUNTED AT 54" A.F.F. USE CAT-5 W/1' STUB UP 6" ABOVE CEILING. v COMPUTER/DATA/TELEPHONE OUTLET MOUNTED AT 18" A.F.F. USE CAT-5. W/1' STUB UP 6" ABOVE CEILING. TELEVISION OUTLET (M.H. = 18" A.F.F.) ABBREVIATIONS A.C. ABOVE COUNTER E F ARC FAULT I RL A. . A.F.F. ABOVE FINISHED FLOOR A.S.W. ABOVE SHOW WINDOW RCPT. B.F.C. BELOW FINISHED CEILING B.F.G. BELOW FINISHED GRADE C.B. CIRCUIT BREAKER CL CENTER LINE D DEDICATED FOR COMPUTER, PROVIDE DEDICATED GROUND AND NEUTRAL EM PROVIDE EMERGENCY BATTERY PACK WMXTURE, CONNECT AHEAD OF ALL SWITCHES. FLR. FLOOR M.H. NIL EXISTING DEVICE TO REMAIN EXISTING RELOCATED G.F.I. GROUND FAULT INTERRUPTER L.C. LOCKABLE COVER MOUNTING HEIGHT M.E.R. MAIN ELECTRICAL ROOM N NEW DEVICE N.F. NON FUSED NIGHT LIGHT T.C. TERMINAL CABINET T.S. TIME SWITCH U.O.N. UNLESS OTHERWISE NOTED WP. WEATHER PROOF M. WEATHER RESISTANT TX TRANSFORMER. M.S. MOTION SENSOR ATS. AUTOMATIC TRANSFER SWITCH CLG. CEILING ELECTRICAL GENERAL NOTES 1. IT SHALL BE UNDERSTOOD THAT ALL WORK PERFORMED SHALL BE BY A UCENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. SAID CONTRACTOR SHALL MEET ALL REQUIREMENTS SET FORTH BY ANY LOCAL ORDINANCE AND GOVERNING AUTHORITIES. 2. ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LATEST EDITION NEC 2011 AND THE LATEST EDITIONS OF ALL LOCAL CODES, RULES 2014, AND ORDINANCES HAVING JURISDICTION FBC 2014. , 5TH EDITION. 3. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, AND SUPERVISION NECESSARY TO ACCOMPLISH THE WORK SHOWN AND/OR NOTED ON THE DRAWINGS AND SPECIFICATIONS. 4. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 5. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND VERIFY ALL CONDITIONS, LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN AND/OR NOTED ON THE DRAWINGS. THIS SHALL INCLUDE ANY AND ALL FABRICATIONS REQUIRED PRIOR TO INSTALLATION. 6 IT STALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR FOR THE ADVANCED ORDERING OF LONG LEAD ITEMS SO AS NOT TO INTERFERE WITH THE PRODUCTION OF OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME. 7. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS INDICATED OR SPECIFIED OTHERWISE 8. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 9. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR TO ORIGINAL CONDITIONS ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT AND FURNISHINGS CAUSED DURING PERFORMANCE OF WORK. 10. ALL ELECTRICAL EQUIPMENT, DEVICES, WIRE, ETC., SHALL BE LISTED FOR THE INTENDED USE WITH UNDERWRITER'S LABORATORIES, INC. (UL) WHERE STANDARDS HAVE BEEN ESTABLISHED BY UL AS A MINIMUM, ALL EQUIPMENT SHALL MEET APPLICABLE STANDARDS FOR THE TYPE OF EQUIPMENT AND INTENDED USE OF THE FOLLOWING: A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). B. ILLUMINATING ENGINEERS SOCIETY (IES). C. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). D. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA). NOTE: THESE STANDARDS ARE SUBORDINATE TO CODES AND STANDARDS SET BY UL 11. IT SHALL NOT BE THE INTENT OF THESE PLANS AND/OR SPECIFICATIONS TO SHOW EVERY MINOR DETAIL O CONSTRUCTION. THE CONTRACTOR SHALL BE EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ALL CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY. EXACT ROUTING SHALL BE DETERMINED IN THE FIELD, UNLESS OTHERWISE NOTED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL THE PROPER NUMBER OF CONDUCTORS IN ALL RACEWAYS AS REQUIRED TO ACCOMPLISH THE PROPER FUNCTIONING CE THE DEVICE OR EQUIPMENT AS SHOWN. 13. ELECTRICAL CONTRACTOR SHALL NOT SCALE DRAWINGS. CONTRACTOR STALL REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT UNLESS NOTED OTHERWISE. 14. THE ELECTRICAL CONTRACTOR SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PER- FORMED, FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 15. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTING. 16. ARCHITECTURAL AND OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBS TUITIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THAT CONTRACTOR. 17. COORDINATE ALL ELECTRICAL SITE WORK WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 18. FOR ELECTRIC POWER SYSTEM. A. COORDINATE POWER SERVICE PATH POWER COMPANY. B. VERIFY LOCATION OF POWER SERVICE TERMINATION WITH POWER COMPANY PRIOR TO SUBMITTING BID. 19. FOR TELEPHONE SYSTEM: A. PROVIDE GROUNDING FOR ALL TELEPHONE OUTLETS AND EQUIPMENT PER REQUIREMENTS CE TELEPHONE COMPANY. B. TELEPHONE CONDUITS SHALL NOT BE INSTALLED IN THE SAME TRENCH WITH POWER AND LIGHTING CONDUITS. C. MARK TERMINATIONS GE TELEPHONE CONDUIT AS DIRECTED BY TELEPHONE COMPANY. D. VERIFY LOCATION OF TELEPHONE SERVICE WITH TELEPHONE COMPANY, PRIOR TO SUBMITTING BID. E. USE EXTERIOR GRADE 3/4' PLYWOOD BACKBOARDS FOR MOUNTING TELEPHONE EQUIPMENT AND TERMINAL STRIPS. PAINT BOARD ON ALL SIDES AND EDGES WITH TWO COATS OF FLAT BLACK ASPHALT PAINT. 20. ALL CONDUCTORS SHALL BE IN CONDUITS ALL CONDUITS SHALL BE GALVANIZED RIGID STEEL (GRS) EXCEPT THAT: (A) PVC CONDUITS MAY BE USED UNDERGROUND PROVIDED ELBOWS AND RISERS ARE ORS, WHERE SUBJECT TO PHYSICAL DAMAGE (B) ELECTRICAL METALLIC TUBING (EMT) MAY BE USED IN OR ON WALLS OR CEILINGS WHERE NOT SUBJECT TO ECHANICAL DAMAGE, DAMP OR CORROSIVE CONDITIONS, (C) LIQUID TIGHT FLEXIBLE CONDUIT WHERE REQUIRED, (D) FLEXIBLE METALLIC CONDUIT (MC CABLE W/GAROUNDING CONDUCTOR), WHERE REQUIRED IN DRY LOCATIONS ONLY. ALL CONDUITS IN HAZARDOUS AREAS (PER NEC) SHALL MEET THE REQUIREMENTS OF NEC CHAPTER 5. CONTRACTOR MAY USE ROMEX (R) INDOOR IN DWELLING UNITS WHEN APPROVED BY EOR. 21. 22. APPLY BITUMASTIC COATING TO ALL METALLIC CONDUITS IN SLABS OR UNDERGROUND. 23. ALL CONDUCTORS SHALL BE COPPER U.O.N., TYPE THHN OR THWN INSULATION, RATED 75C WET/DRY EXCEPT WHERE OTHERWISE REWIRED BY U.L OR CODES UNLESS OTHERWI NOTED. MINIMUM WIRE SIZE SHALL BE 112 AWG EXCLUDING CONTROL WIRING. 24. WIRE WAYS SHALL BE SIZED AS REQUIRED, PER NEC, UNLESS OTHERWISE NOTED. 25. ALL ELECTRICAL EQUIPMENT SHALL BE RAINTIGHT (NEMA 4X WHERE EXPOSED TO THE WEATHER. ALL FLEX CONDUITS CONNECTED TO SUCH EQUIPMENT SI BE LIOUID-TIGHT. 26. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH )R FOR PLASTER RING INITIATION WILL BE REQUIRED. NO 'GOOF' RINGS ALLOWED. ALL OUTLET BOXES SHALL BE SECURELY FASTENED. 27. ALL FACE PLATES SHALL BE WHITE DECORA UNLESS OTHER WISE INDICATED IN THE DRAWING. 28. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC, AS INDICATED OR REQUIRED, WITH OVERLOAD PROTECTION FOR EACH PHASE. ALL MOTOR SHALL BE EQUIPED WITH DISCONNECT MOTOR STARTER COMBINATION. 29. FURNISH AND INSTALL DISCONNECT SWITCHES AND WIRING FOR AIR CONDITIONING RATING FOR EQUIPMENT PROVIDED PRIOR TO INSTALLATION. 30. DISCONNECT SWITCHES SHALL BE SIZED PER NEC TO ACCOMMODATE EQUIPMENT SERVED, INCLUDING REQUIRED FUSES, U.O.N. DISCONNECT SWITCHES SHALL BE HORSEPOWER RATED, HEAVY-DUTY TYPE. 31. FUSES SHALL BE CURRENT LIMITING, PER U.L, RATED 600 VOLTS, UNLESS OTHERWISE NOTED. A. NONTIME DELAY FUSES IN MAIN SWITCHES AND SWITCHES FEEDING PANELS. B. TIME DELAY FUSES FOR MOTOR AND A/C CIRCUITS. 32. CIRCUIT BREAKERS SHALL BE BOLT -ON 1.1.0.1., INVERSE TIME -TYPE THERMAL -MAGNETIC . IN AND THREE -POLE CIRCUIT BREAKERS SHALL HAVE COMMON TRP. ALL PANELBO DS SHALL HAVE COPPER BUS. 33. UNLESS NOTED AS EXISTING, ALL EQUIPMENT, WIRING, DEVICES, ETC. SHALL BE NEW. 34. WHERE CORE DRILLING OF FLOOR/WALLS IS REQUIRED, CONTRACTOR SHALL SEAL OPENINGS WATERTIGHT AFTER UTILITIES HAVE BEEN INSTALLED. LOCATION OF CORED HOLES SHALL BE COORDINATED WITH LOCATION OF EQUIPMENT IN A MANNER TO BE CLEAN AND FUNCTIONAL THE CONTRACTOR SHALL INSTALL ONLY ONE CONDUIT PER HOLE AND SEAL THE OPENING AROUND THE CONDUIT AS SPECIFIED. 35. PROVIDE FIRE RETARDANT U.L APPROVED SEALANT ON ALL PENETRATIONS OF FIRE RATED PARTITIONS, WALLS AND STRUCTURAL SLABS. IT SHALL BE THE RESPON- SIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY, PRIOR TO SUBMITTING BID, LOCATIONS OF ALL SUCH FIRE RATED PARTITIONS, WALLS, AND STRUCTURAL SLABS. 36. BALLASTS SHALL HAVE MIN. POWER FACTOR OF 0.90. BALLASTS FOR METAL HALIDE AND HIGH PRESSURE SODIUM FIXTURES SHALL BE CONSTANT WATTAGE TYPE WITH 59 LAMP WATTS FOR 10% NOMINAL LINE VOLTAGE VARIATION. 37• THE EQUIPMENT GROUNDING TERMINAL BARS OF THE NORMAL AND EMERGENCY ELECTRICAL SYSTEM PANELBOARDS SERVING THE SAME BUILDING SHALL BE BONDED TOGETHER WITH AN INSULATED, CONTINUOUS, COPPER CONDUCTOR NOT SMALLER THAN NUMBER 6. 38. PROVIDE LAMPS WITH FIXTURES, SEE LUMINAIRE SCHEDULE FOR LAMP TYPE. CONTRACTOR SHALE VERIFY EACH FIXTURE VOLTAGE PRIOR TO ORDERING. 39. ALL CONNECTIONS TO GROUND RODS & BUILDING STEEL SHALL BE MADE WITH U.L APPROVED WELDED CONNECTIONS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL FORM A GROUNDING ELECTRODE SYSTEM AS PER NEC 250-50. 40. PROVIDE MOUNTING BACKBOARDS FOR ELECTRICAL AND COMMUNICATION EQUIPMENT. BACKBOARDS SHALL BE CE TYPE "AC' PLYWOOD, PAINTED ON BOTH SIDES AND EDGES WITH TWO COATS OF UGHT GREY PAINT. 41. PROVIDE A FUSE HOLDER AND FUSE IN THE PRIMARY SIDE OF EACH UNGROUNDED CONDUCTOR FOR EACH BALLAST (BUSSMAN HEB AND FNQ OR EQUAL, AT THE HAND HOLE OF EACH EXTERIOR POLE MOUNTED LIGHTING FIXTURE OR J-BO FOR WALL OR GROUND MOUNTED EXTERIOR FIXTURES. 42. PROVIDE TEMPORARY ELECTRICAL SERVICE FOR USE BY All TRADES DURING CON- STRUCTION AND REMOVE SAME AT COMPLETION OF PROJECT, 43. THE ELECTRICAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF AS -BUILT DRAWINGS, SHOWING ALL CHANGES AND DEVIATIONS TO THE ARCHITECT/ENGINEER PRIOR TO COMPLETION OF THE PROJECT. 44. PREPARE AND AFFIX A TYPEWRITTEN DIRECTORY TO THE INSIDE COVER OF EACH PANELBOARD INDICATING LOADS SERVED BY EACH CIRCUIT AND PANEL FEEDING THE BOARD. 45. PROVIDE U.L LISTED COMPOUND APPLIED TO BACK OF 'BACK TO BACK" BOXES IN RATED WALLS WHERE THE BOXES ARE LESS THAN 24 INCHES APART MEASURED HORIZONTALLY. 46. NOT USED 47. METER CANS, HUBS, & LUGS FOR SAME ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY SPECIFIC TYPE OF METER CAN TO BE USED WITH F.P.L. PRIOR TO BID. ALL THREE PHASE METER AND COMMERCIAL USE SHALL HAVE LEVELER BY PASS AS PER FPL REQUIREMENT' A. PROVIDE A PERMANENT SIGN ON THE MAIN ELECTRICAL ROOM DOOR TO THE BLDG. STATING THAT THE SERVICE DISCONNECTS ARE LOCATED INSIDE. B. SIGNS SHALL SE PLACED AT THE MAIN DISCONNECT EQUIPMENT INDICATING TYPE AND LOCATION OF ON -SITE EMERGENCY POWER SOURCES. C. VOLTAGE AND SERVICE NUMBER SHALL BE INDICATED AT EACH DISCONNECT. 48. NOT USED. 49. THE CONTRACTOR SHALL SUBMIT 6 COPIES OF EQUIPMENT SHOP DRAWINGS FOR ELECTRICAL EQUIPMENT TO THE ENGINEER FOR REVIEW, PRIOR TO ORDERING SUCH EQUIPMENT. 50. ELECTRICAL SYSTEM COMPLIANCE WITH FBC ENERGY CONSERVATION CODE A CONTRACTOR SHALL WITHIN 30 DAYS OF SYSTEM ACCEPTANCE PROVIDE RECORD DRAWINNS TO THE OWNER. B. CONTRACTOR SHALL PROVIDE TO THE BUILDING OWNER OPERATION MANUAL AS PART OF THE SYSTEM ACCEPTANCE C. THE MAXIMUM VOLTAGE DROP FOR FEEDER SHALL NOT EXCEED 2% D. THE MAXIMUM VOLTAGE DROP FOR BRANCH CIRCUITS STALL NOT EXCEED 31 E CONTRACTOR SHALL PROVIDE A MEANS OF SPACE LIGHTING CONTROL FOR ALL SPACES ENCLOSED BY CEILING HEIGHT PARTITIONS VIA MOTION SENSOR SET TO A MAXIMUM OF 30MIN. OF ALL OCCUPANTS LEAVING THE SPACE- F. CONTRACTOR SHALL PROVIDE FOR ALL OTHER SPACES, EACH CONTROL DEVICES SHALL BE ACTIVATED EITHER MANUALLY BY AN OCCUPANT OR AUTOMATICALLY AN OCCUPANT. EACH CONTROL DEVICE SHALL CONTROL A MAXIMUM OF 25DO SF AREA AND BE CAPABLE OF OVERRIDING ANY TIME OF DAY SCHEDULE SHUT OFF CONTROL FOR MORE THAN 4 HOURS. 51. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH PULL STRING MARKED AT BOTH ENDS. 52. CONTRACTOR SHALL PROVIDE NEUTRAL TO ALL EQUIPMENT LION. 53. DOORS AND GATES CONTROL SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. 54. CONTRACTOR SHALL PROVIDE TAMPER RESISTANT RECEPTACLES IN DWELLING UNITS AS REQUIRED BY NEC 406.M 55. PROVIDE ARC FAULT PROTECTION TO ALL OUTLET LOCATED AT KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, LIBRARIES, DEN, BEDROOMS, SUN ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND ALL OTHER SIMILAR ARE PER NEC 210.12. 56. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY AVAILABLE FAULT CURRENT WITH UTILITY COMPANY PRIOR TO EQUIPMENT ORDERING. 57. ALL OUTDOOR LIGHTING SHALL BE VIA TS. 58. ON DWELLING UNITS WHEN MORE THAN 12 SMOKE ALARMS ARE TO BE CONNECTED TOGETHER. CONTRACTOR SHALL PROVIDE LOW VOLTAGE HOUSEHOLD FIRE ALARM SYSTEM AS PER NFPA72 11.6.2. 59. ALL EXTERIOR LIGHT FIXTURES EXPOSED TO WEATHER. SHALL BE WEATHER PROOF. Poll AS NO ICU PLW P- -AS NO 6N PUA fUff IE-XO RSE r PROHE RISE AS PER W1AFXURR SaRXXANW. 60. CONTRACTOR SHALL PROVIDE J-BOX AHEAD OF EACH FIXTURE TO COMPLY WITH NEC 410.21 UNLESS FIXTURE IS RATED FOR FEED THRU. 61. ALL ELECTRICAL EQUIPMENT TO BE INSTALLED 1FT. ABOVE BASE FLOOD ELEVATION. (3) #250 MCM, (1)#4G. IN 2-1/2-C. (3) #250 MCM IN 2-1 /2"C. (3) #3, (1)#8G. IN OUTSIDE 1-1/4"C. CABANA HOUSE I 320A I METER PANEL I PANEL 6 2 A A PANEL I M MTS MLO MI-0 MCB 400A 400A 100A 200A NEMA3R NEMA1 NEMA1 10 42KAIC 42KAIC 22KAIC 120/240V NEMA3R NEMA1 10 10 42KAIC 42KAIC 120/240V 120/240V 10 10 120/240V 120/240V PROVIDE #6 CND. 1 NJ TWIST LOCK FOR FUTURE #4G. #2G. CWP/GAS GENERATOR. FOUNDATION (3) #250 MCM IN STEEL. (3) #3/0, (1)#6G. IN 2-1/2"C.TO FPL. 6 -0 2"C. ROD1 ROD1 ROD2 OPROVIDE AN INTERSYSTEM BONDING BAR NEAR GROUNDING ELECTRODE CONDUCTOR, CONNECTED WITH #6GND. CONDUCTOR TO GROUNDING ELECTRODE CONDUCTOR. MINIMUM CONNECTION CAPACITY OF 3. AS PER NEC 250.94. ELECTRICAL RISER DIAGRAM N.T.S. GENERATOR OPERATION NOTE: PROVIDE APPROVED PERMANENT SIGN ABOVE TRANSFER SWITCH INDICATING THE SEQUENCE OF OPERATION TO START THE GENERATOR AND TRANSFER ELECTRICAL LOADS AFTER A DELAYED OUTAGE. 1. SWITCH CIRCUIT BREAKERS OFF AT PANELS. 2. SWITCH TRANSFER SWITCH TO THE OFF POSITION. 3. START GENERATOR AND LET WARM UP. 4. SWITCH TRANSFER SNATCH TO THE GENERATOR POSITION. 5. SWITCH SELECTED CIRCUIT BREAKERS ON FOR POWER. ELECTRICAL RE 3e_t APPROVED ATE g m ICE ®-engineering inc 2020 Ponce De Leon Blvd. Ste. 1002 Coral Gables, Florida 33134 Engineering Design: Sig Phone: 305 444 9809 > Mechanical > Electrical Fax: 305 444 9827 > Plumbing > Fire Protection Date www.arve-eno com # 17-0407 is Rodriguez, P Number 6023( C.A. 26359 -f ( 17 2700 N. MIAMI AVENUE #408 MIAMI FL 33127 T: 305 576 G888 F: 305 576 G844 REVISIONS: PROJECT NAME: BUTLER RE5IDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI SHORES FLORIDA PROJECT No. rJ. CALE: SCALE: 114"= I'-0" DATE: APKILOG, 2017 DRAWN: A.R. CHECKED: A. R. DRAWING TITLE: ELECTRICAL NOTES AND DETAIL SHEET NO. ELECTRICAL NOTES AND DETAIL SCALE: N.T.S E-201 CIRCUITS 24 MAIN BREAKER: MOUNTEDv FLUSH mill 11 IIII,IIII� 111111111111111111111111111111111111111111III-111111111111111111111111111,11111111_IIIIII1®IllllllllllfYO�Yn'-�i'W�B���ti IIIIIIIIIIIIIIIIIIII'lllllllllllllllllll,llllllllllllll11111111111111111- ®IIIIII, TOTAL CONNBrTED LOAD PER PHASE -�4 2 TOTAL CONNECTED TOTALCONNECTED AF - ARC FAULT PROTECTED CIRCUIT BREAKER • _ MC- MC CABLE R-ROMEX FAULT CURRENT CALCULATION FPL TRANSFORMER 75 AVAILABLE FAULT CURRENTAT SERVICE SERVICE CONDUCTOR 250 NUMBER CONDUCTOR _____T CIRCUITLENGTH 25 C VALUE _b, i� F = 2x Lx Isc x Volt F = 2 x 25 32,789 16,673 x 240 F = 0.41 M = 1 1+ F M = 1 M = 0.70937 I fc = 23,259 AMP USE 42KAIC FOR SERVICE EQUIPMENT 32,789 HOUSE DEMAND LOAD CALCULATION SERVICE SF 3435 SQFT TOTAL 120/240V 1 PHASE QTY. UNIT VA KVA GEN. LTG./RECEPT. (NEC 220.14(J)) 3435 SQFT 3 10.3 BATHROOM RECEPTACLES --- SMALL APPLIANCES (NEC 220.52(A)) 3 CKT(S) 1500 4.5 CLOTHES WASHER 1 EA 1200 1.2 CLOTHES DRYER 1 EA 6000 6.0 TANKLESS WATER HEATER (GAS) 1 EA 200 0.2 TANKLESS WATER HEATER 1 EA 8000 8.0 DISHWASHER 1 EA 900 0.9 HOOD 2 EA 700 1.4 RANGE 1 EA 7200 7.2 MICROWAVE 1 EA 1400 1.4 UNDER REFRIGERATOR 1 EA 700 0.7 REFRIGERATOR 1 EA 1200 1.2 POOL EQUIPMENT 1 EA 16000 16.0 LAUNDRY RCPTS 1 EA 1500 1.6 GARAGE DOOR 1 EA 1000 1.0 WELL PUMP 1 EA 2000 2.0 TOTAL CONNECTED GENERAL LOADS (PER NEC 220.82(B) 63.5 KVA FIRST 10KVA @ 100% 10.0 KVA REMAINDER @ 40% 21.4 KVA TOTAL DEMAND GENERAL LOADS (PER NEC 220.82(B) 31.4 KVA ** HEATING LOAD (240V,1-PHASE) 10.6 KVA ** COOLING LOAD (240V, 1 -PHASE) 66 AMPS 15.8 KVA TOTAL HVAC LOAD (PER NEC 220.82(C)) 15.8 KVA HEATING LOAD (240V,1-PHASE) 100% 10.6 KVA TOTAL CONNECTED LOAD 63.5 + 15.8 = 79.3 KVA TOTAL DEMAND LOAD 31.4 + 15.8 = 47.2 KVA (NEC 220.82) 47.2 KVA @240V, 10 = 196.8 AMPS ** NON -CONCURRENT LOAD CIRCUITS 42 MAIN BREAKER: WA AMPS 1 PHASE PANG_ B MAIN LUGS: 200 AMPS 3 WIRE (MAINHOUSE) KA.I.C.: 22 AMPS x 2401120V MOUNTED FLUSH X SURFACE FEED THiRU C C T K K T T PT IDENTIFICATION WIRE GM3 COND CIRWR8FtE11�2 LOADIPHASE (KVA) BREAKER WIRE CAD. COND IDENTIFICATION P E N N E O 0 TRIP 1 A - :8 C POLES TRIP AF 1 SMALLAPP. 12 12 12" 20 1 iS 1.5 1 20 12 12 v2" LAUNDRYRCPTS 2 AF AF 3 SMALL APP. 12 12 12" 20 1 12 S.0 1.5 1.2 1 20 12 12 12" WASHER 4 AF AF 5 REFRIGEROTOR 12 12 12" 20 1 2 35 8 10 3/4" DRYER 6 AF 7 DISPOSAL 12 12 12" 20 2 0.8 3A 8 AF 9 DISHWASHER 12 12 12" 0.8 0.7 1 20 12 12 1/2" UNDER REF 10 AF AF 11 MICROWAVE 12 12 12" 20 1 1A 1.0 1 20 12 12 1/2" EXTERIOR ROPTS 12 OF 13 RANGE a 10 SI4" 40 2 3,6 04 1 20 12 12 12" BATH RCPTS 14 3.6 OA 1 20 12 12 12" BATH RCPTS 16 15 AF 17 FOYER RCPTS 12 12 12" 20 1 OA 0.7 e5. ,,.,, ' a __. 1 20 12 12 1/2 HOOD 18 GF AF 19 DINNING RCPTS 12 12 12" 20 1 OA OA 1 20 12 12 12" BREAKFAST RCPTS 20 AF AF 21 FAMILY ROOM RCPTS 12 12 12" 20 1 OA OA - x °iM 1 20 12 12 12" FOYERVNINGLTS 22 AF AF 23 8_LNS BEDROOM 12 12 12" 20 1 OA OA 1 20 12 12 12" 11=14 JLTS 24 AF AF 25 BEDROOM 93 12 12 12" 20 1 OA OA '�'±' __ 1 20 12 12 1/2" FAMILY ROOM LTS 26 AF AF 27 MASTERBEDROM 12 12 12" 20 1 f OA OA 1 20 12 12 12" RAUNDRY/PANTRYIPOWDER LTS 28 AF OF 29 TANKLESS WH(GAS) 12 12 12" 20 1 0.2 OA 1 20 12 12 12" BEDROOM#3/STAIRLTS 30 AF 31 FIREPLACE 12 12 12" 20 1 1.0 OA 1 20 12 12 1/2- ELLAS'S BEDROOM LTS 32 AF 33 SPACE 1OA 1 20 12 12 12" MASTER BATHROOM LTS 34 AF NC 35 AHU#1 10 10 12" 30 2 OA 1 20 12 12 i/2" MASTERBEDIW.I.0 LTS 36 AF 37 1 20 12 12 12" AV EQUIPMENT 38 AF 39 ClEk1 8 10 314" 40 2 32 OA 1 20 12 12 12- AV EQUIPMENT 40 AF 41 3T ww, t , i<,� SPACE 42 43 SPACE 44 AHU#2 10 10 12" 30 2 ,M1,IA y , ,, SPACE 46 47 CU#2 8 10 3W' 40 2 .22 SPACE 48 49 S2 � s ^`'$ SPACE 50 61 SPACE SPACE 52 53 SPACE �.;; sw�. : SPACE 54 14.9 8.3 1 15.9 1 8.0 TOTAL CONNECTED LOAD PER PHASE 23.2 23.9 TOTAL CONNECTED LOAD 47.1 KVA TOTAL CONNECTED 19C3 AMP AF-ARC FAULT PROTECTED CIRCLET BREAKER OF-GFGT GROUND FALAT PROTECTED C.B. NC -NO CONCURRENT LOAD MC- MC CABLE R- ROMEX 11 • �0000mill � =±�� • . ®®®�© u'©���� I =. IIII� YI�III�II�.._Illllll��ai`t'���,� II:J®. • « -- i ��ij4 �'uo�` �M�'��--IIIIIIIII,IIIIIIIII,IIIIIIIIII, •' IIII�- ag®ag-®®�.Yi TOTAL CONNECTED LOAD PER PHASE 42.1®4 CONNECTEDTOTAL CONNECTED 1 346.7 AMP IDENTIFYTOTAL (ircoNTRACTOR SHALL .. DEMANDI 19 AMP BREAKERSTOTAL PANEL AF ARC FAULT PROTECTED C-C _- EXISTING EQUIPMENTPRIOR TO C.B ORDERING MC - NO CONCURRENT LOAD MC- MC CABLE - - EX ELECTRICAL- Rw---mow! APPROVED`' 3� s ATE KC-1 10Am Lich ■engineering inc l 2020 Ponce De Leon Blvd. Ste. 1002 Coral Gables, Florida 33134 Engineering Desgn. Sign; Phone: 305 444 9809 > Mechanical > Electrical Fax: 305 444 9827 > Plumbing > Fire Pmtechon Date 17-0407 Rodriguez, P.E. Number 60236 C.A. 26359 DO studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33127 T: 305 57G G888 F: 305 57G G844 PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRE55: 10007 NE 4th AVE MIAMI SHORES FLORIDA PROJECT No. SCALE: SCALE: I/4"=1'-0" DATE: APRIL OG, 2017 DRAWN: A.R. CHECKED: A.R. DRAWING TITLE: ELECTRICAL PANEL SHEET NO. ELECTRICAL PANEL SCALE: N.T.5 E-202 r i —� EF-2 �� 110 �I i / � C om �3 CIE] c'2SLOTS MAC 2XQ65 SLOTS 50 100 Y- 150 ELLA'S BAT R0 __ BAT ROOM 27C 50 - - - 50 �5 TAB F O � V� MA5TER r j! '-111 F 1OX8 OR BEDFCOM R.� 0 � ! i14PILOTS K !N 1O4'2SLOTS 6X10 30200 . T -16X10 80 110 OR 1F5 12X4DNif LO5f y T 100 ' JR 40 OR '� 2 FULL - f 14X - 6• -LOUVER c 150! TS >, I401. —�°J - _ OOR - 0150, �• 80 7 - -- O 1'2SLOTS I„ 10X1 AHU#2.. I'� 70 ��� CLO T OP g j O4'020SLOTS 6X8 II OR O 50 5 � 3.OT -50 LE - - g 170 O -- 5 � 1 2SL0 J R 2'2SLOTS 2'2SLOTS I R UR z OR OK " i® 070 070 � . ao VV5 . u _ S 0 BEDROOM #3 BATIIKOOM #3 OR OIK 41 7 18X10 FRO © ! Op o BELOW I1 f REVI I 2 SECOND FLOOR PLAN - DESIGN STUDY I SCALE: 1/4ii= 1'-0" 4" CONCRETE PAD. TVs \ j L� � ICY NOTES FNAC NOTES: PROJECT 4 10 FULL SIZE SUPPLY AIR PLENUM. 1-MECHANICAL CONTRACTOR SHALL _ CupCU#2 COORDINATE WITH ELECTRICAL CONTRACTOR BUR L i O2 PROGRAMMABLE THERMOSTAT MOUNT T� DUCT LOCATION TO AVOID CONFLICTS WITH L -I 55" A_F.F. cArlc�r 7 wS - -- — LIGHT FIXTURES. MINIMUM CLEAR CEILING L 1 O3 VERTICAL AIR HANDLER UNIT, AS SIZED SPACE TO RUN AC &LIGHTING SYSTEM RES l I ' DINING ROOM j `-A ��f ON PLAN. MECH. CONTRACTOR SHALL SHALL BE PROVIDE DEPENDING ON THE d5 0 IU I' ___ ALLOWED 6" CLEARANCE AROUND AC LIGHT FIXTURE HOUSING. UNIT. O O 2-LOCATION OF ALL SUPPLY AIR AND R FAMILY ROONP - ® STAND MOUNTED CONDENSER UNIT RETURN AIR CEILING DEVICES SHALL BE I I ABOVE CONCRETE PAD ABOVE COORDINATED WITH TRUSSES LOCATION TO 11 0 5'2SLOTS FLOOD LEVEL. TIE DOWN AS PER AVOID CONFLICTS. InTS / Q-R/A MAIMI-DADE APPROVED METHOD. 3-MECHANICAL CONTRACTOR SHALL PROJECT E; 3 1" DOOR UNDERCUT. TYPICAL. COORDIATE WITH GC CEILINGS PRIOR TO DUCTWORK ORDERING AND INSTALLATION. 10007 RO 'DE �Lj II © SUPPLY DUCTWORK FROM UNIT BELOW. I r -� I 12X4 I 4-FINAL RUN OF CONDENSATE PIPES & MIAMI , FROM 10 70 2" CD BELOW SLAB OR GRADE. TERMINATION SHALL BE COORDINATED WITH 5' UP. ABOVE ARCHITECT AND LANDSCAPE. FLORID. � - ® DRY WELL FOR CONDENSATE. 40 0330 LOTS UP. 5-FINAL RUN OF REFRIGERANT LINES & O1OX61. 1i _ g0 17 CEILING EXHAUST FAN & GRILLE, AS FINAL LOCATION OF CONDENSER UNIT 120 O . T T -- I 10 O5'2SLOTS I SIZED ON PLAN W/BACKDRAFT SHALL BE COORDINATED WITH ARCHITECT. `,T 70 / �- - 4X6 a-� M a ° 250/ DAMPER. E 16X10 REFRIGERANT PIPES AT CRAWL SPACE. I 20X8 - CANO,Y - _ �� Z UNRCOM 11 EXHAUST DUCT; AS SIZED ON PLAN FULL 40 5 13 / ! TO WALL CAP. PROVIDE CORROSION LOUVER ��, -- 8'2SLOTS L RESISTANT SCREEN. DOOR I V K ! P P F ; 0200 FROM 12 HOOD EXHAUST DUCT; AS SIZED ON C/T� O ® ® CP ABOVE PLAN UP TO WALL CORROSION RESISTANTP. PROVIDE SCREEN. FINAL � W � � UC R, I 2'C� �-- �F DUCT SIZE AS PER MANUFACTURER. -(�- �I � � � 13 REFRIGERANT PIPES & CD PIPE DOWN 5'2SL0 TO CRAWL SPACE FROM UNIT ABOVE. D MUn KOGN , CI CINAVE t4 I , \ / OO R/A ! COORDINATE WITH ARCHITECT WALL h� I llliio 3 OK K!TCO�N OF, Oc 240LLOTS '� BOOR ABOVE 14 KTC EN HOOD M XIMUM 400CFM. PF �ENIIP 4V L PANTKY I OWNER TO SELECT. MAEGCHASE TO RUN PIPES.'rv„ �L UC ' pATE OJECT ROVED O-17 QVER 8"0 12 I DOOR 3 -, - — 15 UPHTOSROOF CAPS PROVIDE N PLAN l - scAl�: WALL i U� P ! Cr✓� 3 �T 7 MIN CORROSION RESISTANT SCREEN. DATE: L P DRAWN: - MIN CIIECKEC O O R HEY/ FRO11T PORCH j JOB# 17-0407 DRAWING 5 Am this Rodriguez, P.E. } Li ense Number60236 H VAC k i ■�engineenng Inc CA2 FLOOR f I 2020 Ponce De Leon Blvd. Ste. 1002 Coral Gables, Florida 33134 Engineering Design. Sig ture Phone: 305 444 9809 > Mechanical > Electricai I > Plumbing > Fire Protechon Date �0 Fax: 305 444 9827 www.arpe-eng.com 5HEET Nt FIRST FLOOR PLAN - DESIGN STUDY I SCALE: 1 /4"= 1 —O" M _ studio 3 N. MIAMI AVENUE #408 MIAMI FL 331 27 T: 305 57G (;888 E: 305 57G G844 • .. _.,e •• e• • s••moc �me • s IONS:--m• •....® NAME: ER )ENCE ADDPE55: NE 4th AVE SHORES No. SCALE: 1 /4"= I-0" APRIL OC, 2017 A.R. A.R. TITLE: PLANS 9 100 HVAC NOTES 1. GENERAL A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE NATIONAL, STATE (FLORIDA BUILDING CODE) AND LOCAL CODES, RULES AND ORDINANCE. B. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. DO NOT SCALE DRAWNGS FOR THE EXACT LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC. C. THESE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL, BUT THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE ACCEPTABLE WORKING INSTALLATION. D. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A nRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY THE ARCHITECT AND / OR ENGINEER MUST BE CONDITION OF THE CONTRACT. E. ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC UABILITY AND PROPERTY DAMAGE FOR THE DURA11ON OF THE WORK. F. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD NOT LESS THAN 1 YEAR FROM THE DATE OF ACCEPTANCE, UNLESS OTHERWISE NOTED. G. CONTRACTOR WILL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. H. THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE WITH EXISTING CONDITIONS. I. PRIOR TO INSTALLING EQUIPMENT AND / OR FABRICATING DUCTWORK, HVAC CONTRACTOR SHALL CHECK THAT THERE IS SUFFICIENT CLEARANCES FOR EQUIPMENT, DUCTWORK, ETC. AND ALSO TO AVOID ANY INTERFERENCE YWTH THE PROCESS OF CONSTRUCTION. DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATION. J. AS BUILT DRAWINGS SHALL BE SUBMITTED TO OWNER AT THE COMPLETION OF PROJECT. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT, FOR REVIEW PRIOR TO PURCHASING. 3. DESIGN PARAMETERS: A. OUTDOOR DESIGN TEMPERATURE (SUMMER): 91T DB AND 77F WB B. OUTDOOR DESIGN TEMPERATURE (WINTER): 467 C. INDOOR DESIGN TEMPERATURE (SUMMER): 75F DB D. INDOOR DESIGN TEMPERATURE (WINTER): 7OF DB 4. ALL THERMOSTATS SHALL HAVE HEATING MODE MAXIMUM SETTING OF 75 F, AND COOLING MODE MINIMUM SETTING OF 70 F. THE THERMOSTAT SHALL BE ARRANGED TO PREVENT THE SIMULTANEOUS OPERATION OF HEATING AND COOING. 5. ELECTRICAL CONTROLS AND POWER WIRING: UNDER ELECTRICAL CONTRACT. 6. EQUIPMENT SPECIFIED BY MANUFACTURER'S NUMBER SHALL INCLUDE ALL ACCESSORIES, CONTROLS, ETC., LISTED IN THE CATALOG AS STANDARD WITH THE EQUIPMENT. OPTIONAL OR ADDITIONAL ACCESSORIES SHALL BE FURNISHED AS SPECIFIED. 7. MATERIALS: A. REFRIGERANT PIPING: SHALL BE TYPE L SOFT DRAWN, COPPER TUBING, DEHYDRATED FOR REFRIGERANT USE. SIZED AS SHOWN ON DRAWINGS OR AS PER AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. B. INSULATION: REFRIGERANT SUCTION PIPING SHALL BE INSULATED WITH INSULATION HAVING A THERMAL RESISTIVITY OF AT LEAST R-3 AND HAVING AND EXTERNAL PERMEANCE NOT EXCEEDING 0.05 PERM WHEN TESTED IN ACCORDANCE 1WTH ASTM E96. INSULATION SHALL BE INSTALLED IN PIPING BEFORE ASSEMBLY. NO SPLIT INSULATION WILL BE ACCEPTABLE. SEAL JOINTS KITH MANUFACTURER'S APPROVED ADHESIVE AND GREY TAPE 8. DUCTWORK: A. ALL HVAC DUCTWORK SHALL CONFORM TO SMACNA STANDARDS. ALL EXTERIOR DUCTWORK SHALL BE GALVANIZED SHEET METAL WITH INTERNAL R-8 INSULATION. ALL INTERIOR DUCTWORK TO BE FIBERGLASS BOARD UNLESS OTHERWISE NOTED AND CONFORM WITH LOCAL CODES. FIBERGLASS DUCT BOARD SHALL BE RESISTANT TO CONDENSATION, MOLD, BACTERIAL GROWTH AND SHALL BE TREATED WITH AND EPA -REGISTERED ANTI MICROBIAL AGENT. DUCTWORK SHALL BE MINIMUM 1-1/2' THICK (R-6.0). OPERATING STATIC PRESSURE t2 IN. WG. (500 PA) B. EXHAUST AIR - MINIMUM 28 GAGE, GALVANIZED METAL OR MINIMUM 26 GAGE ALUMINUM. RANGE HOOD TO BE 400 CFM MAXIMUM. IF MORE THAN 400 OFM MAKE UP AIR MUST BE SHOWN AS PER FBC MECH 505.2. MECH. CONTRACTOR SHALL FIELD COORDINATE WITH EQUIPMENT MANUFACTURER PRIOR TO EQUIPMENT INSTALLATION. C. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. D. FLEXIBLE INSULATED DUCTWORK WTH 1 1/2' FIBERGLASS INSULATION WITH FRK VAPOR BARRIER, CLASS I AIR DUCT, U.L. R-6.0 MIN. E. DRYER DUCTWORK: MINIMUM 26 GAGE, GALVANIZED STEEL, HAVING A SMOOTH INTERIOR SURFACE WITH JOINTS RUNNING IN THE DIRECTION OF AIRFLOW AND WITHOUT SHEET METAL SCREWS OR OTHER FASTENERS IN THE AIR STREAM. MAXIMUM LENGTH SHALL NOT EXCEED 25 FEET. MAXIMUM LENGTH SHALL BE REDUCED 2-1/2 FT FOR EACH 45' BEND AND 5 FT FOR EACH 90' BEND. EXHAUST DUCT SHALL BE A MINIMUM NOMINAL SIZE OF 4' DIAMETER. WALL CAP SHALL BE PROVIDED WITH BACK DRAFT DAMPER, NO SCREEN. 9. AIR DISTRIBUTION DEVICES AND ACCESSORIES SHALL BE TITUS OR APPROVED EQUAL 10. ALL HVAC DUCT ELBOWS MUST BE FURNISHED WITH APPROVED TURNING VANES. 11. PROVIDE METAL ROUND FITTINGS WITH SCOOP AT ALL FLEXIBLE DUCT CONNECTION TO SUPPLY DUCT. 12. PROVIDE ACCESS DOORS AS REQUIRED FOR ALL MECHANICAL EQUIPMENT TO SERVICE AND VISUALLY CHECK ROTATION OF FANS AND MOTORS, ADJUST OR REPLACE CONTROLS, ETC. 13. TEST AND BALANCE: AN INDEPENDENT CONTRACTOR SHALL TEST AND BALANCE ALL VENTILATION AND AIR CONDITIONING SYSTEMS. SUBMIT FOUR COPIES OF TEST AND BALANCE REPORT TO OWNER FOR APPROVAL. NOTE: PROVIDE REMOTE DAMPER OPERATOR (YOUNG REGULATOR) FOR SUPPLY AIR DIFFUSERS AE HARD CEILING. 14. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIRS OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED OR IS NOT OPERATING PROPERLY. 15. ARCHITECTURAL AND / OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS FOR SUBSTITUTIONS BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. 16. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE. 17. CONTROLS: AIR CONDITIONING UNITS SHALL BE STARTED AND STOPPED THRU INDIVIDUAL THERMOSTAT. INDIVIDUAL THERMOSTATS SHALL START/STOP SUPPLY FANS AND ACTIVATE COOLING/HEATING SYSTEMS AS SELECTED. 18. IF THERE ARE ANY CHANGES IN ENGINEER'S DRAWINGS, IN DESIGN OR IN EQUIPMENT, WITHOUT ENGINEER'S CONSENT, THE AC. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITIES FOR THE PROJECT. 19. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO BID UNLESS WRITTEN REQUEST FOR APPROVAL HAS BEEN RECEIVED BY THE ARCHITECT OR ENGINEER AT LEAST 10 DAYS PRIOR TO THE DATE OF BID. SUCH REQUEST SHALL INCLUDE THE NAME OF EQUIPMENT OR MATERIAL FOR WHICH IT IS TO BE SUBSTITUTED. AIR DISTRIBUTION SCHEDULE SYMBOL USE TYPE ACCESORIES DESIGN MANUFACTURER & MODEL Mo. A SUPPLY AIR CEILING/WALL O.B.D. TITUS 250-AA DIFFUSER B RETURN AIR/ TRANSFER CEILING WALL / O.B.D. TITUS 350 FL C SUPPLY AIR LINEAR SLOT DIFFUSER INSULATED PLENUM TITUS ML-39 D RETURN AIR LINEAR SLOT DIFFUSER INSULATED PLENUM TITUS MLR-39 NOTE: 1. PROVIDE SPIN -IN COLLAR WITH VOLUME DAMPER AT TRUNK TO BRANCH CONNECTION. 2. PROVIDE 4 WAY DIFFUSION UNLESS NOTE ON PLAN. 3. REFER TO ARCHITECT PLANS FOR CEILING TYPE. 4. FINAL COLOR SELECTION SUBJECT TO ARCHITECT APPROVAL. 5. PROVIDE INSULATION ON THE BACK OF DIFFUSER IF IN UNCONDITIONED SPACE. 6. MAXIMUM NC 19. BATHROOM FAN SCHEDULE UNIT DESIGNATION EF-1 AREA SERVED BATHROOM OPERATING WEIGHT, LOS 12 LOCATION CEILING FAN TYPE EXHAUST TOTAL AIR, CFM 80 - 65 DRIVE TYPE DIRECT FAN WHEEL TYPE CENTRIFUGAL WITH LIGHT NO FAN SPEED, RPM --- Z U< TOTAL STATIC PRESSURE, IN OF W.C. 0,10" - 0.25" FAN MOTOR (AMPS/WATTS) 0.30/10.8 FAN MOTOR TYPE DC STARTER FURNISHED BY MC ELECTRICAL SERVICE 120-1-60 UNIT DIMENSIONS WXLXH (IN) 1OX1OX8 SONES 0.3 DESIGN MANUFACTURER DELTA MODEL NUMBER SIG80 SERVICE SWITCH YES DUCT SIZE 4'0 FIRE DAMPER --- w CONSTRUCTION ALUM/PLASTIC o BACKDRAFT DAMPER YES m w ROOF JACK/BIRDSCREEN NO U c SOLD STATE SPEED CONTROL YES THERMOSTAT CONTROL NO FACTORY FABRICATED CURB NO FILTER AND FILTER FRAME NO HVAC SYMBOL LEGEND SYMBOL DESCRIPTION ® SUPPLY DUCT RETURN/EXHAUST DUCT mm FLEXIBLE DUCT rffELBOW W/ TURNING VALVES REF. G&L REFRIGERANT GAS & LIQUID LINES \ EF CEILING EXHAUST FAN EXHAUST REGISTER OCOOLING THERMOSTAT X: AIR DEVICE TYPE O A B AXB: NECK SIZE if CFM SA SUPPLY AIR RA RETURN AIR CU CONDENSING UNIT CFM CUBIC FEET PER MINUTE AHU AIR HANDLING UNIT R - VALUES: -ROOF, R-30 -EXT WALLS R-5.0 -GLASS IMPACT, SINGLE U-0.65 SC-0.29 SHGC-0.25 SPLIT A/C UNIT SCHEDULE BASE ON TRANE VARIABLE SPEED, CONFORTLINK II UNIT DESIGNATION AHU#1 AHU#2 AREA SERVED 1ST FL 2ND FL A/C CLOSET A/C CLOSET LOCATION VERTICAL VERTICAL DESIGN MANUFACTURER TRANE TRANE MODEL NO. TAM8COC36V21 TAM8COC36V21 SEER 21.05 21.05 1105 1105 TOTAL AIR, CFM z EXT. STATIC PRESS., INCHES OF H2O 0.5 0.5 FAN MOTOR H.P - FLA 1 2 - 3.0 1 /2 - 3.0 LU ELECTRIC HEAT, KW 4.8 4.8 ZTOTAL CAPACITY, MBH 35.0 35.0 = TOTAL SENSIBLE CAPACITY, MBH 27.1 27.1 a ENTERING AIR TEMP. OF DB/WB 75/63 75/63 FILTER QTY-SIZE -- -- MCA / MOCP 29 / 30 29 / 30 ELECTRICAL SERVICE 208-230 1 60 208-230/1 60 OPERATING WEIGHT, LBS. 138 138 UNIT DIMENSIONS H X W X D (IN) UNIT DESIGNATION 56 X 22 X 22 56 X 22 X 22 CU#1 CU#2 DESIGN MANUFACTURER TRANE TRANE MODEL NO. 4TTV0036B1 (XV20i) 4TTV003681 (XV20i) NOMINAL CAPACITY (TONS) 3.0 3.0 Z TYPE OF FAN PROPELLER PROPELLER NO. OF FANS AND HP-FLA 1 - 1 /3 - 2.8 1 - 1 /3 - 2.8 Z CONDENSING TEMP., F DB 95' 95' w NO. 0 COMPRESSORS 1-VARIABLE 1-VARIABLE z COMPRESSORS R.L.A. L.R.A. 12.4 - 10.2 12.4 - 10.2 o0 CAPACITY REDUCTION 25-100% 25-100% w MCA MOCP 27.0 40 27.0 40 ELECTRICAL SERVICE 208-230/1/60 208-230/1/60 o OPERATING WEIGHT,LBS. 228 228 a UNIT DIMENSIONS H X W X D (IN) 46 X 30 X 33 46 X 30 X 33 REF.PIPES SIZE; GAS I LIQ. 3/4 1 3/8 3/4 1 3/8 REF.TYPE; CHARGE (lb-oz) R-41OA; -- R-41OA; -- NOTES: PROVIDE FACTORY INSTALLED DOUBLE WALL INSULATED CABINET. 1. 2. PROVIDE FACTORY INSTALLED ECM BLOWER MOTOR. 3. PROVIDE FACTORY INSTALLED NONCORROSIVE VERTICAL AND HORIZONTAL DRAIN PANS. 4. PROVIDE FACTORY INSTALLED ALUMINUM EVAPORATOR COIL WITH ELECTRONIC EXPANSION VALVE. 5. PROVIDE FACTORY INSTALLED 950 / 850 CONFORT CONTROL. CU NOTES: 1. PROVIDE FACTORY INSTALLED COMPOSITE BASE FOR OUTDOOR UNIT. 2. PROVIDE FACTORY INSTALLED ALUMINUM CONDENSER COIL. 3. PROVIDE FIELD INSTALLED OEM PROGRAMMABLE THERMOSTAT. 5. PROVIDE FACTORY INSTALLED CONFORTLINK II. MR SLIM MINI SPLIT AIR CONDITIONER SYSTEM SCHEDULE. UNIT DESIGNATION MINI-AHU#3 AREA SERVED BLDG. ENG. LOCATION BLDG ENG DESIGN MANUFACTURER MITSUBISHI INDOOR MODEL NO. / QTY. PKA-At 2HA7 CFM, (LO-MED-HI) 320-370-425 REF. TYPE & PIPE GAS-UQ. -- EXT. STAT. PRESSURE(SELECTABLE) -- HEAT PUMP HEATING CAP. MBH 14.000 < TOTAL CAPACITY, MBH 12.000 TOTAL SENSIBLE CAPACITY, M8H -- ` ENTERING AIR TEMP. OF DB/WB 75/63 MCA/MOCP 1 - ELECTRICAL SERVICE 208-230/1/60 OPERATING WEIGHT, LBS. 29 UNIT DIMENSIONS H X W X D IN 12 X 36 X 10 UNIT DESIGNATION MINI-CU#3 DESIGN MANUFACTURER MITSUBISHI MODEL NO. PUZ-Al2NKA7-BS NOMINAL CAPACITY (TONS) 1.0 SEER 20.80 HSPF HEATING 10.20 TYPE OF FAN PROPELLER NO. OF FANS - KW 1 AMBIENT AIR TEMP., "F DB 95' z COOUNG/HEATING KW -- z NO. OF COMPRESSORS RANGE 1- INVERTER/ -- COMPRESSORS I LRA-- W MCA MOCP 11 28 ELECTRICAL SERVICE 208-230 1 60 OPERATING WEIGHT,LBS. 93 UNIT DIMENSIONS H X W X D (IN) 25 X 32 X 12 REF. TYPE / CHARGE(lb-oz) R-410A / 4-7 LINE SIZE-LIQUID./LINE SIZE -GAS. 1/4" / 1/2" 1. HIGH EFFICIENCY, THREE SPEEDS DC BLOWER MOTOR (ECM). 2. ALL THERMOSTATS TO BE PROGRAMMABLE TYPE. 3. AIR HANDLER UNIT WITH CONDENSATE OVERFLOW SWITCH CONNECTION. 4. ALL AC UNITS SHALL BE SELECTED FOR "SEACOAST APPLICATION" HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR - X FIRE DAMPER(S) - X SMOKE DAMPER(S) - X FIRE RATED ENCLOSURE - X FIRE RATED ROOF/FLOOR CEILING ASSEMBLY _ X FIRE STOPPING - X SMOKE CONTROL - X It=]- ■engmeering inc 2020 Ponce De Leon Blvd. Ste. 1002 Coral Gables, Florida 33134 Engineering Design: Phone: 305 444 9809 > Mmhani al > Electrical > Plumbirp > Five Pmtechon Fax: 3054449827 wvAv.aroe-ena.com JOB # / 17-0407 N i AmarUis Rodriguez, P.E. Lice se Number60236 C.A. 26359 Sign ure Date DO studio 2700 N. MIAMI AVENUE #408 MIAMI FL 331 27 T: 305 57G G888 E: 305 57G C844 REVISION: PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI SHORES FLORIDA PROJECT No. 5CALE: SCALE: N.T.5. DATE: APRILOC, 2017 DRAWN: A.R. CHECKED: A.R. DRAWING TITLE: HVAC SCHEDULES SHEET NO. MECHANICAL SCHEDULES SCALE: N.T.S. M-1 02 RAIL SECTION (TYp ) T.37ST"OA RAIL RAIL (I -BEAM) CONNECTOR (CHANNEL) (TypJ A/C Unit WELD RAIL CONNECTOR TCHANN O TOP EL OF CROSSBAR EACH POST POST \y x � // STAND ASSEMBLY: POST, CROSSBAR & RAIL CONN a scxe h.rs saMElRlc I / / / PAD (TYP.) BY A/C CONTRACTOR EXAMPPLES RUBBER VIBRATION PAD P. 3/4" - 2-X2-) (RP. 3/8- - 2"X2-) a 1/4" X 2' NICKEL PLATED THUMBSCREW �' X 3" X 1/8' 20 TURNS MIN. TORQUE FOR THUMBSCREW 20 FT./# OR TO RESIST HORIZONTAL WIND 1/4'-20 GALVANIZED BOLT &NUT, 4' LONG LOAD OF 1050.0 IL 1/2" X 2 1/2- X 1/8' 3" X 3' X 1/8' WALL/ o ° TYPICAL FILLET WELD. I/8' 8" X B" X 3/8 SEE CONNECTION DETAIL BELOW. ROOF MOUNTED EQUIPMENT HEIGHT REOUIRI NOTES: N ALL CONSTRUCTION TO MEET ALUMINUM ASSOCIATION SPECS. WIDTH OF EQUIPMENT HEIGHT OF LEGS 2. SUPPORT FRAMING & ANCHORAGE COMPLY WITH STRUCTURAL REQUIREMENTS OF F.B.C. /ASCE. LATEST VERSION (170 MPH.) COASTAL EXPOSURE "D", DADE COUNTY APPROVAL UP TO 24' 14" NOA APPROVAL- DRAWING #D7-369 EVIDENCENCE SUBMITTED APPROVAL 11-0824.01 25" TO 36" 18" 3.) SUPPORT FRAME 6061-T6 ALUMINUM ALLOY, WELDED OTHER THAN SHOWN. 4.) VIBRATION INSULATOR PADS SHALL BE PROVIDED BY THE A/C CONTRACTOR SO AS NOT 37" TO 48' 24" TO CAUSE VIBRATION TO EXISTING SUB- STRUCTURE 49' TO 60' 30" 5.) ALL ROOF TOP EQUIPMENT SHALL COMPLY WITH 1.15 IMPORTANCE FACTOR ON STRUCTURAL DESIGN CALCULATION AS PER RIC 423.9.1 61' AND WIDER Q. x NOTE LOCATE EQUIPMENT A MINIMUM DISTANCE OF 24" FROM PARAPET WALL OR OTHER PERMANENT STRUCTURES MIN (�TION ISOLATOR PADS PER UNIT, TO BE PROVIDED BY CONTRACTOR RAIL) (I -BEAM) STRAPPED 1'x229a (0.03(') MIN GALV STEEL STRAP (ASTM A653 GRADE 33) (4 SMS EACH STR END TO UNDERSIDE OFAP RAIL BOTTOM FLANGE (MIN 3 STRAPS PER UNIT) (2)/14 SMS EACH STRAP END TO UNDERSIDE OF RAIL BOTTOM FLANGE (MIN 2 STRAPS PER UNIT) UNIT CONNECTION NOTES: a � ,:s per gcna 1.) FRAME WITH STANDS WIND PRESSURE AS PER F.B.C.C.I LATEST EDITION, ASCE LATEST VERSION (176 MPH), DADE CITY PRODUCT APPROVAL EXPOSURE D,COSTAL ZONE 2.) MAXIMUM HEIGHT ABOVE GROUND OF FRAME SHALL NOT EXCEED 120' FEET. 3.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE ANCHORAGE AS SHOWN ON THIS PLAN. BASE PLATE ASSEMBLY SHALL BE ENCASED WITHIN ROOFING MATERIAL 4.) 6061-T6 ALLOY IS AN EXTERIOR EXPOSURE ALUMINUM. 5.) A/C CONTRACTOR SHALL PROVIDE CORROSION RESSTANT ISOLATION PADS AT BOTTOM OF BASE PLATES WHEN BEARING ON CONCRETE AND STEEL STRUCTURES 6.) FRAME SHALL BE ALUMINUM ALLOY 6061-T6. 7.) YIELD STRENGTHS SHALL BE 35 KSI AND CONFORM TO THE AMERICAN ALUMINUM ASSOCIATION STANDARDS. &) WELD FILER SHALL BE ALUMINUM ALLOY 5556 WITH TENSILE STRENGTH OF 30 KSI. 9.) CONNECTION CONDITIONS THAT DIFFER FROM THOSE ABOVE SHALL BE DESIGNED BY THE ENGINEER OF RECORD. FASTENERS USED OTHER THAN SHOWN, SUBJECT TO APPROVAL BY ENGINEER OF RECORD. x OR EQUIVALENT CONDENSING UNIT MOUNTING DETAIL N.T.S. MOUNTING BRACKETS. FACTORY-SHEPPED IN P( 1/2" CEILING MATERIAL 12' DIAMETER a �� CONCRETE e e o PERFORATED AL o 0 0 DRAINAGE OR CLAY e PIPE WITHOUT COVER e o 6" ROUND FILLED WITH 3/4" _ e DUCT TO CRUSHED ROCK 0 2" ROOF e o CONDENSATE e DRAIN LINE 24" o o o FROM BUILDING e 000 o 0 SEE PLAN CEIL. SUSP. SYST. ® 24" O.C. DRY WELL DETAIL < N.T.S. VENTILATOR FACTORY -SHIPPED IN STANDARD ELBOW HORIZONTAL DISCHARGE (NO TURNING VANE) ROOF STRUCTURE POSITION DUCT HANGER RETURN AIR TRANSFER GRILLE m,. RA RETURN AIR TRANSFER GRILLE WALL CORRIDOR FLOOR STRUCTURE TRANSFER AIR DUCT DETAIL NTS u VIBRATION HANGER SPRING TYPE W/NEOPRENE ISOLATOR 3/8" THREADED RODS REFRIGERANT PIPES UP TO ROOF NOTES: CONDENSATE DRAIN DOWN IN 1.- SUPPORT AIR HANDLER UNIT WALL FROM CEILING STRUCTURE AS PER SPECIFICATIONS. RER CEILING RECESSED iT:71► UNIT RI F DRAI NEOF METH TYPI1 GALVI PAN (WATE DEVIC DOWN PAN DEEP LARGI ALL [ FINISHED CEILING MATERIAL MOUNTING SCREWS GRILLE NUTS (INSTALL INTO SQUARE HOLES IN HOUSING) GRILLE GRILLE SCREW 1/4-20 HEX NUTS SECURE MOUNTING BRACKETS TO HOUSING. LOOSEN AND RE -TIGHTEN OR REMOVE AND REPLACE NUTS AS NECESSARY FOR DESIRED MOUNTING BRACKET POSITION. DUCTLESS AHU DETAIL N.T.S. il: :1 l PITCH DOWN TOWARD DRAII CLEAN OUT SITION AS REQUIRED AHt TO SU AIR T PEF CEILING F.G. #10 MET MAX PER WALL F/C UNIT 4" MIN. MEC ALL AROUN FAS DUC FRIGERANT PIPES CON ROM COND. UNIT AHL DIS( N SWI' 'RENE PADS FAN ,L SHELVE I COIL AL OF 2 AUX ----------- SWI1 1NIZED AUXILIARY DRAIN SWII AITH FLOAT SWITCH STOI :R LEVEL DETECTION UNIT E) WIRED TO SHUT INDF AHU. SHALL BE MIN. 1.5" AIR AND BE AT LEAST 3" HOU NOTE: NO COMBUSTIBLES ALLOW :R THAN THE UNIT ON IIRECTIONS. IN A/C CLOSET. FLOOR Do RETI PI FI 1. PROVIDE MINIMUM 4` SERVICE/ MAINTENANCE AREA AROUND AIR HANDLING UNIT. 2. PROVIDE FLOAT SWITCH IN DRAINPAN WIRED TO SHUT DOWN AC UNIT IN CASE OF CONDENSATE STOPPAGE. AS PER FBC 307.2.3. FAN COIL UNIT MOUNTING DETAIL N.T.S. SPRING & NEOPRENE 3/8" HILTY INSERT TYPE VIBRATION HDI-3/8", (TYPICAL OF 4) - ISOLATORS EMBEDDED TO TYP. 3/8" HANGING RODS CONCRETE DECK. (THREADED) COORDINATE W/ STRUCTURAL ENGINEER AND/OR fl ARCH. ON HOW TO FASTEN TO STRUCTURE MOUNTING CUPS OR UNITS CONNECTION TO SUPPORT RODS AS RECOMMENDED BY MFG. ELECTRIC HEAT ASSEMBLY FLEXIBLE DUCT CONNECTOR SUPPLY AIR DUCT TRANSITION AS REQUIRED USPENSION PROVIDE FLOAT SWITCH IN (JOISTS). SECONDARY PAN TO SHUTT- ON THE UNIT PROVIDE 24" SERVICE CLEARANCE FOR ALL ACCESS PANELS - MOUNTING BRACKETS IN FACTORY -SHIPPED POSITION MOUNTED DIRECTLY TO JOISTS (OUTLET PARALLEL TO JOISTS) TYPICAL INSTALLATION N.T.S. PERFORATED CAP CLEAN OUT MIN. 1-1/2" WIDE 26 GAUGE DRAIN PAN GALV. STEEL STRAP HANGER AS PER SMACNA FIG. 3-10 (5'-0- O.C.) 18" MIN " MIN TRAP PIPE \ A/C CAPACITY DIAMETER Ij � 3/4"0 UP TO 2 TON: 1"0 UP TO 5 To DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE 3' MIN ON THE DRAIN PAN TYPICAL CONDENSATE DRAIN TRAP N.T.S. CONNECTION S/A PLENUM SMACNA PAG#2.14"DETAIL". 'X 1 1 /4"SHEET 1L SCREWS 12" O.C. MIN. 2 SIDE. HANICAL FENING AT T NECTION TO ONNECTED CH SECTION SECTION FLOAT CH. FLOAT CH SHALL 1 FAN COIL IF ;ATED. FILTER TING URN AIR NUM SELF f BASE ATTACH TO CAP ROOF CAP DETAIL N.T.S. INSECT SCREEN WALL MOUNTING �- WALL SCREW (AS PER MIFT SPECS) / S/A UNIT CONTROLS REF. PIPES TO CU. MINIAHU I R/A COND. DRAIN TO DRY WELL. NOTES: 1. CLEARANCE FROM EACH SIDE OF THE UNIT 5" MIM. 2. CLEARANCE FROM TOP OF THE UNIT TO CEILING 6" MIM. 3. CLEARANCE FROM BOTTOM OF THE UNIT TO FLOOR 6'. 4. UNIT MOUNTING SHALL BE AS PER MANUFACTURER SPECIFICATIONS. HIGH WALL DUCT FREE SPLIT SYSTEM MOUNTING DETAIL. N.T.S. RETURN /AIR DUCT 11h' WIDE GALV. SHEETMETAL STRAP SECURED TO UNIT INSULATED CONDENSATE _DRAIN AND TRAP (SEE PLUMB. FOR CONTINUATION) REFRIGERANT LINES TO CONDENSING UNITS INSULATE SUCTION LINE) AUX. DRAIN (SEE PLUMB. r FON CONTINUATION!) T AIR HANDLING UNIT AUXILIARY DRAINPAN SHALL BE 3" LARGER THAN AHU ON ALL SIDES AND 1.5 HIGH MINIMUM (CONSTRUCTED FROM 24 GA. GALVANIZED S.M.) A.H.U. HANGING DETAIL N.T.S. CLINCH BRANCH AIR DUCT (SEE PLAN VIEW) LOW FRICTION LOSS BRANCH TAKE -OFF FITTING METAL ROUND FITTING QUADRANT OPERATOR TO BI OUTSIDE INSULATION PROVIDE INSULATION GUARD WHERE NECESSARY SEAL JOINT W/ DUCT SEALER AND fi' MAX TAPE AIR FLOW INSULATE TOP OF DIFFUSER - SUPPORT FROM UNDERSIDE OF STRUCTURE. AIR FLOW INSULATED FLEX. DUCT BAND OF SAME SIZE AS HANGER STRAP SEAL JOINT WITH DUCT TAPE DIFFUSER W/ OPPOSED \� BLADE DAMPERL ADAPTOR ROUND TO SQUARE IF REQUIRE NOTE: 1. FLEXIBLE DUCT INSTALLATION SHALL MEET FBC. MECH. 603.5.6.6 FLEXIBLE DUCT CONNECTION DETAIL N.T.S. SUPPORT STRAP (SUPPOF FROM STRUCTURE) FACTORY PLENUM WITH INTERNAL BAFFLES SUPPORT BRACE (16" ON CENTER) L DUCT CLAMP 't SPIN -IN TAP v CEILING - ML-39 LINEAR SUPPLY NOTES: 1. REFER TO ARCH. FOR FRAMING 2. SIDE DISCHARGE LINEAR DIFFUSER MOUNTING PROCEDURE IS THE SAME BUT WITH AIR OUTLET FACING VERTICAL FACE OF SORT. SECTION AT LINEAR SUPPLY AIN DUCT N.T.S. -SPLITTER DAMPER SECURE WIRE %. h �J/ JDIRFLOW OF AIRFLOW ACER REQ'D ON INSULATED DUCT SET SCREW GALV. STEEL ROD TYPICAL DUCT TAP -OFF TURN N.T.S. Jr L111 L1\ VM'Ir LI\ VVIY 11\VL ROD W/ LOCK HVAC DUCT DETAILS N.T.S. ELBOW STRAP & SADDLE HANG ALL DUCT PER SMACNA STANDARDS HVAC DUCT DETAILS N.T.S. JOB # 17-0407 t� Am Rodriguez, P.E. Lic nse Number60236 6359 ■engineering inc OA2 2020 Ponce De Leon Blvd. Ste. 1002 Coral Gables, Florida 33134 Engineering Deson Sign > Mechanical > Electrical Phone: 305 444 9809 Pho 305 444 9809 > Plumbing > Fire Protection Date Faxwww.aroe-eno com DO studio 2700 N. MIAMI AVENUE #408 MIAMI FL 331 27 T: 305 57G G888 F: 305 57G G844 PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI SHORES FLORI DA PROJECT No. SCALE: DATE: DRAWN: CHECKED: SCALE: N.T.S. APRIL OG, 2017 A.R. A.R. DRAWING TITLE: HVAC D ETA L5 SHEET NO. M-1 03 J MECHANICAL DETAILS SCALE: N.T.S. MIAM MIAO- DA :NAGL R unaiFLORIi3A METRO -DADS PE.AGLGR 8U11.OlNit i RUILDINC CODE. COMPLAANCE OFFICE (I1CCO) 148 WEST FLAGLE'ti STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-IM3 (305) 375-2901 FAX (105) 375-2908 NOTICE OF ACCEPTANCE (NOA) www,mtamidariegov F & L Aluminum Parts, Inc. - 1720 MW. Ze Court, Unit 45 Pompano bleach. Florida 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation subnitted has been reviewed and accepted by Miami -Bade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count), Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PEIiA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements ofthcapplicahke building code. This product is approved as described herein, and has been designed to comply with the high Velocity i lun•icatte Zone ofthe Florida Building Code. DESCRIPnON: Aluminum Roof Mounted Stand Frame Support for Air Conditioning Units .APPROVAL DOCUM IKII Drawing No. FNI..I 1003, filled" Aluminum Stands for itooftop Equipment, Square Posts ", shuts 1 through 3 of 3, prepared by Nu -Wind Engineering, dated July 15, 2011, signed and scaled by Christian Langley, P.E., on March 07, 2012, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control section. h415311 E IMPACT RATING: None LABELING: Each stand frame shall bear a permanent label with the manufacturers name or logo, city, state and the following statement "Miami -Dade County Product Control Approved", tin less otherwise noted herehl. RENEWAL of this NOA shall be considered alter a renewal application has been filed and them] has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur alter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT. The NOA number preceded by the words Miami -trade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, that it shall be done in its entire. INSPECTION: A copy of this r4airc, NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA It 04-10709.04 and consists of this page 1, evidence submitted pages lr-1 tit E-2 as well as approval document mentioned above. The submitted documentation was reviewed by ltelmy A. Maker, P.P., M.S. NOA Na 11-0024.01 Expiration( late: 12nX2016 Approval Date: 0MIV2012 a 1F,/1z%2 t.1z Page I mx ALUMINUM ROOFTOP EQUIPMENT STAND WITH SQUARE POSTS & TELESCCF31C CROSSBAR F alLnR*ac Riau 4. i laFn6 axRaaeR pE!41eF [iTFAU I 0y._ s I . i 4- a 1 I -s, I f N r1raR t I +1 < a L mlrxTwm� .w ELrtEme TELESCOPIC CROSSBAR tx7UlalMATTACHMENT 11 4_Ikt. Tie 1fQYFik:\Rv ¢ r �. 1 I A�NSO rib: °•t YRrm[1CT�XRuwa6r, ! \ I Ball' G.Ji11Mie,loriCl mr 1 STAND ASSEMBLY k Y ' 3 9NC NTS 3CYv!'XN, YIFn nY.0 GENERAL NOTES F. r.@f5ycI6JA NF$@(EN LVHWT9n IX PT THE E%ISTIY6 ararn.Rm•,YI,F6Ftlp XTNIOa'Y.ERIfMTNE �YltaHa4MLVIG aryJFP6LnIM¢ C^.EE YFIR13E590FSNaRR F{1XIa¢WRIWa A fal4Uwa4M f2'f1USrI1Gwa•n=Wl]aR Imm gavRUEx x[ua]cex_m,E NIrAaTwwm.tAREa3 WJitl]aT1wRw,Y (IMI}j QelalW.a fxryu_ @E f„A'4wea tT,ECCRPXI[F_ Z, i1E5'a1ar. Hi NASCEEM flHLlY1F_A yl NQiN 4RS 4fLXTi, Y'SSX6FIAE[4]DYi lX(1-0rlFEU0.P11Ki b91.4]9'I 1 Tr :IM W T G R Ya,E. fY1XF,TmL18'$1NIWa`JJ'fqE The Wlii, 9 fiYiG3 eu, es iP5143e:35Nmr wRNbIN aeapErrc gpalr4RE ffiLt Y.1• k S F) S,W4Fpp1 R$! ftlrlW Nim I X T' 3 TNESYiTW bWslla Ne 1 FLIT iFE x#11 LXxINITL f11£ 3FAK9 •T" M'.H of r,SET N+eIY EryalllrA'S IN n+nPanrY i n C VR'1 VIdHl,lt]fxW lbfol N%]S£AF2.YF �. T YakcT.m STMI •ta' L WIlpH6PYtLi1@R1.Q wlTxItl MIB WI]a Tr< Rt'ailT 4; &Y[IFlFD N+riN,Ula ' tea-. rT16X vH,%RY X1Ri3JY'E bad RI•TTtI kC. 4J9M11@N 1lp4TLT1 Taal sraEn X T>I1f 5S39W WS Rex CY1a4XTFp Yg6lpLi mOYYiEO @r (4x9ia[:tcp pR'rvm.UpIRBSAW. I . celE TNrc NX:4ASFWMIDNFHE S(RE55. P'l0 [L IT6 YNE t'ARm.Y„•I£R5 TefrCT%AH1TY Fli MU .R4TIilII,QCf9Rtl L]i Ia31R,h Nsm 'eaHPYTNT rFq F Fy�[rym6 A5SM1NY lEL'YWI J FIR Sa'44+4+CY6R pGtU. 'A1W TXr FQUPKM' NUTUFbI`nwr wAd41n. f. inE $V6iX,YC'SN.WZCN CU.4TE00.1i 45e PaPEONLV VFAIN WITS lAE TX,TaI.ER wITN w.TH lmssraww snN.Lmo_—mNY,-@3r m.XXs artptvc FXST Xan I�T1E-o@'axae�inst. R asr,Qq}9CRaS (agf R14�CCRNw$:k NSFN 1xt lz )RP-T6 d' HNLSE Y,XL GN: JeSRXN15 [i6E SICR.G4W)alea 5TER.TEN, WM pISFNNIBAT'sICE, MfFa G THE SMTENtRTa+.xn Rrwwy-.[Zc4I[ bmXx1:N 1Fk,HLf PInn RTNN6rN QF b1tlS rrmrL,E rftTtlwtPk Ns[wNXTRY!FgRA !2 RaPIkcuw9nMLRr6�RRar1,THi s.:.m]]+r Fen $,TE cwrRTr'x$rs IMPTTf1Yh:Yr :pelt.eur wxF-r eek mwttRNe,INb'A,ovrxX• I UMl trx�'"a1.ED iETiM.0. Fenro91TX+CE4EQLinBI,M]A5RlFmNINTIS I rrh9Ep XY.%EYa1e1Y. BC]eARx to ]PsxFXEA KkWeNBTEDkWIalYa c$$I. `R:I{REEIIRIL IRTFiallk #IP.VtCI!'a' li MiF STL`L tX flMaEr WjM Nh!@@E1 L(l YR(IIi NaFGwY RA TN-TNjE MN"l{$N[ FNIAII{PFw NAELLI. XLAImEp x9 Tl! —T w.Yrn LiE IYCCX9Ml(lX W1,N MGMAmVu aTR.T,rgNO @W91nu Q3R. T. fFR'NT WVJEA SXNL\i4JYMlvap}t[r MECHANICAL NOA SCALE: N.T.S. -ilbET 59rLLN]OlitrW p,L H PD]n a ewA kph F1Ep TExY i]tib F5Y]bT11E flt -. P$xx 1R TIHMP ] —ZIIpC—a' QRalllalllllL'rOR wuE r-rr "5Y1TEM:CCOMPONENT5 �.m } } k4ET I �P]s• �Eucmks, ' }1� ryl, 1 1-�L, I N �aW�I I _Rtar I (I ..nnlr I� N aanHan TNr__�,-.: bxrtu '@rskelrlNWx"Ge `51'lfEfla'i1m9leM LOC4T1GIf 0 "PTSlbl l`tl�I � r1 IIBlBi] ,ANRX 3Q31b1 {" rfmFan •6aLEN-t'L' SCNE� 9E0.r� l.F :/J4N: J'-1'G' 'SYSTEM IN r a Yw COMPONENTS � _ _ a IL m { eoEr Eourllab NN y FFM ]"RA' r x let—. f_ I L • I MAN,IRW TI: 1 . 1' r rr4N b I 1 0.Wr 4.raP i ti - I R2F13HN TXIaIMk"8i M[!CiR r`$FtTWMENEERKlM ax"T'G�KAR LPCeTRYS ® "S1RTbT 1`r9m � fOurEr)ErIErIPFfJ f-1 tRIJ.WLaBhm ( } .E19Clx a' EIYWRLaIE F a 1. Ahem morn Parts, I ne. iV0'1'lli'F:iiFtt�'CEPTrINCE: FYiDENC.k::it"B'c1l'i`l'E:1} 1. E VIIIII]N :ESUBMITTED UNDRIt PRBVIOM ATPROVAL 906-022,#3 AP i}ILAWINGS 1. Lkwivin No. 06-101. Wlad "fir f-'f)"1irm&g , rffs' ", etA ) fheoArgh 3 trf3. prepared by Th "rtfan Taware tf, dkiled h'rprem6tr 13. 2V6AxfAlJ and saptPod by John W Krrrzrvicht P K IL TFNT% !b3tailite: C. CALCULA71ONS J. Ctdcylraritan iitlr d " Air C }urr$taarnisg Dan* t"`a�1r_N� huJilim JaW —Seine/&& er 13, 2 s suers 1 fftrmgh 160ofidtl afgt�#irrd.vea1edhyJI. W. Knezetric1R PE D. QUALITY ASISURAaNCE L BY lAanai=l3r M (MLEry !3'ari1409 (.'tpde C:nl�aiirimc� L ire iL MATERIAL{'iI•RTIF'1CATIMq L IVr]w. 2. EVF.IFTNC'E SIllillol TIED G` 4DER PREVIOUS APPROVAL Ili OM7(F9A4 .JL I)RAWIRt:fl 1- amii¢arg A's !S 1. °° "IIF Font aping Awl& Fleur&irl -, sheets 1 Mrsil3 rtfJ. Iptd r! 6y Milan Ciabas d L. hk-, dialed May 12° 2009. ,roof acid .nran!r.d by A•fiikew ClaF. scarf F. F., are 1*vm ar 0110(s 8, TWINS, I law. C. CALCULATIONS _�A J. td°rAmAnriam titled " Air C"andirir� One 9anc4v ". &god 13, 2MA ,*{feeler d Ar"gh M6 of 2t71J, a lgnalf,and sesrd t try WiluA r t'ubrrt P.E. D. QUALITY ASSURANCE J. By Wiami-Lkkk I,mtil hmi{au`V I":a de Caangt1iancir [ffK4 iL MATERiAi. (7RTiR CATKIN$ 1. Nralre. ifif m1r A. Mahar" P. F., M.1 PERA, Predum Ckutarpl Lill Srrparr'vlrur NOA No. I I-9n i1 Explraiian Data: Lldt1t2016 APpranal@trtr trrv11,32F12 1? t ew.Imwws,H r-E]4.laCg3 r SHEEr 1 31 DESIGN SCHEDULE P -FY6TW YILI,QIFb uxSNR SYIAX M1Ln Np@ I,B@F111 i4O IH1Wi® WR4P$i I rralo •mrox4 I .M.nww ET,y$, _ .mT SW H0.TFA �awiy F15xa 1 IkPr i mR5 wuwls 1 uuFa ovens Yh 'NAM late'trwr.: alums wrs 'x LRIFs xEx3Xt )rRFaHH ]' x s'. 9(RaYM xsrars aNblil lHNF4.3 ,FRaXP Yd•I W 4N, .a maw wits' W ,bF 14TF>t 4XkRos III HJ. :tea Fs 9Aa} Im,Hj 14,Lw! SIi1R fivl YS .... }]IIPi<S Lean 3A,11Er_11 M)w SPLxf %fL W N" IISi RY T VRW r6t5 AlA ]P1W ala 9 ' ]� - w 'ieeaXs 9151 moar1 WAaY lQa9` TSl F9 , a d . .. a f91mo ERSnT GD!IM , I N1a,rs [X9Mr n:x9 Ca9w an wR FYIPEF spars vliw ,' 3M Pr WF T]-0 M.krF H1.k F# ppw 3]]aR flaw 444 fa1RF' Sa ff HIfW Ai w R ��kdSF SM1 Pl LBPi• .•.•, 'R+ W 9alifl. ..itnrr bu13 + u pas GIOW Peg W N 91T HF Mo. BF;' E �IAr n14w ItAff 1R 1 T Sae 1V ]YN1 YGv w3V-NSWRSF NAMI Ll9110' MI0$N 126v Ozr f.t.Y bF$ 3SE1.9 PSfi y@f Yf l3nw' %4 )}a4S f pF fiM1 s Y.F ETF 1Fr5 M.k reE bAV9 maw z 9F. xN 9@F(4 659 ,19 PJ qA PQ 9TFj Go" n` eel rL Bear ] M Na F.+aSi ik9FY SL^PJ 1 auW. ] ] P w Abp3 3fATY saw ua-- w ' F¢ S,ZNf 9.419 t-.aw '.. it.M f ,@9,R NSW T{9Yx' - 3]_9 p3 N4Pt g r AF M'T t I.aY ebsrsr MGM I anw tn2w NZM " NI w F7 w\w uiq, R6FN; 'll' �,F ']elw n;W }$,i PS IP,RF 110.PFF 41".� MGM VOW SlAaf NIAPY nJe9 `G mvW nNFR 19 3Ffifk- raw Ld6w4%LF Ij9EjP F Nay Ikav9 cV - 21 Ftv al ['� 31YP9 fS3R Ir al bag Flaw ,XaW r+Y aFF 1]A 1L1 'Am 914P3 SL]m Ya::T kTRF4 a6wl WPXp y' -ji' 0.Fbb 0A ;SA 1 i£.}W 1 li4W 11.19Y 12,JIY 11{ip .flag/ b3.eFjf 11q,112 IAI34 ]JIHr - 3161y ]PET,,. rAPl aMi 91FEF iAkF1 FL'!A_ fl,, AN .., aF¢ Ia1M iG.I ` !vW J _Amer I---zlPwa f t c� • ..ZmIpES -A- Lens I I 'If NVasZ 1 I II - - ]fPJlk: 4 I I 1 I I I l I r....Ald �..71w..n. ttI � w l' fRAYB I I ..I I i I , t, I l POST & CONFIGURATIONS CONFIGURATIONS F A'PIe:Nie.••�QbANR F ddi L Alun ° t n ' _aJtar, Inc, A{}1ICROle .ACClS.P'!(ANCE rVIDENC ,NIIBIl1III-YF.iQ 3. KFW EVIDENCE SUBMITTED A, iiRAWINGS 1. dliralwltrig 141ta. FNL 114173, wkilf " Ahrrrtfn m S}in rla i+iv' AoLylbu Equiiiamemf, Square Pta'ara `. ids 1 thrvrtgh 3 iV. Ipr4lxrrlrld by me-WW l�>rYJ{id1Br$P'Itrg, r areial F:Sdy J5, 2011, sft wd aPatl 6*ded by ClhrlwbAra Langley, P.F_ vac Alum* D7, 3012. NF Tir.�STiS 1. Rise. C CAIA-U aATliiNS L Coicufa bolt ffidatd "xfft` L'atki!' Ia brat; &anak Ciuk drtthAw"', Tdaieal Ar%qw tip, 20J1, shears 1 threlaigh 50 of ", 1wepamd by NO- Wmd Fitg' slgnlarl mold aeral*l:i icy C Ar€arkm Ltrrt*y. P.E. 2. { erkadation iii6d " Air Caindit nviiAg 44a%dls (+*kld'arjom ', A%tl f Mprd'+h 07, 20)2. shoefs I thli-mgb 31) of30 prepared by Aka- Wind &Vneering signed mtri swdrd by IChri%tira" L_wwicyt A D. QUALITY ASSURANCE 1. Blv hilrtdwuri-B urde Cowntp D-witrt3nrnt rgffersdmm& Faavir4mmat ^area a tradrelgarlatfa A&r rs (Fil EY MATLRIAL C'ERTIFICATiONS 1. Arom. DESIGN _"F. DU .E NOTES L. FktiN!%H.lii 6rvmwa9xww9Ri[wxLE @. NA.ShEI[b[T51{IYTf TMYSX'CYikMY XYIRTFAYI Flu T4g1LTNIW1x1CN# WLLT@fZE IVk¢apjlXmmRA AEAWR 4'e1T C (O4 VIEC WRgI bTld@1aGp, 44bLiHYNTHi CEYr11'41nNT11Na lR TIw OFLRI6SI+FPAF. 1. Wfl>aX1191orsrw-nr{4y if aAF4Q. •lQT A. N1NAE rautll%E L+WLiMtfXl3lR FRCS Fe@iE]arolgw WxL[-/left 11EW1'.EHF: rra�nee Nr maelP$HbTmx wae�lax P'lalFlF. Ak C£P1CT@I HIHwN WR NW'XTA WLRCT �1GpXL[nifi FA6lCHm1. TNC'16Of5ZE erx$ID LHR XvpI. SGbY"a, FwL EE TNETD'N. ff TXE Leif ]. s4 $ SMYf1@WRN WAYpi4tXBTE6r3, E'{Im Tff911tEL'HHIT..'x. KiuV.VAI`wtl0rt FM4. LY:bYaH-t}�W.E,HIRT: MACHun StL Hl rvl LXrl$ InSt a•Ytm'11[NAFIHa1 fO,PRRwnCXR m Lf lx]I4usPTnlYba-W ST q born; eaEal[. iRwl ,plV"6431TRTrC F1ER1. h. NNFflF'a5x[rEUN LYxp N3 s 'VNRNRO@rr]@Elm@II@IEl,dl@'IKH(nTE Effi:SlfllRAl1 P! 'Fx a]Iwx w tsx a¢a64TN-mE 4111eRLxT.PrtsEQ.EReNa Nevaslrtas,unu r wlTb. TfQ ryNR 513 ;mCIFTY. M_AT'EYf4LRE GEFK.: E@Ifi LI.Y..4xHt. 'fwWT',mF rxamels I T THE A--fHh _a ST2E [841C®@YTlE MIWfRIT 1`ul[' aft .Y'wE�S vXMA('si6:BW. WTI+-tA1NICf#J. >LTtML W1vN11N,i NY\_ [aYiY9 .r9aJEFY 1Y5I GT6 AYY NG1GFYn9 iNl WINt4:N tt RIE,IP T rT 1+RrN XIMaER u1'-vtl'S WtMFP atkaTL VlaL'i19 Hwbex N•]Nm ap;.gw lnaU[b Kr>1CYY.R+kER t'F 1£RST4kIL srnwsa Ari'kppeMEr P4]IP,T1C• 1kY115 tllYk2e4W IXC�[H]9016H1E. AyF Nltl@r]AIM1x WIx e, M1TAHA6F FHX�16, 9. lErN£1e u111SwaT YATT ttkNL oFAxb FR'Xri IA,Y{Pa Yf.1a6T9111NU$i'ai' iINtINIRRVni!m. I I. ]. FX]aIMRSWLLHa.r A949aIK"Hv%YF,A to NF"K 3IXI t]Lt TALXEx(9,9[NIAXEWn,1tLHNXk, NF]'4F5 AVS iYiTM1luTK1R(]UIEYl1 REACTION SCHEDULE Y,Y1111C I •smolr I- L�NYYRafbCRaR-fatLFR1Y - 49N 6YMm ,V Xri< RXkff:M9Xv aSY_. RT Mq: R4W nE19MT R, +Uw RX _ q N.t.r � I �] 1t' I1.W - NNW IL,A F1{W: yw,t 1.Rp I r(II.,F a bieuu." fiwG ['1 yn Idt s r, 'x1O1hY.4WA•As 3 i xBTrCIhp.31E+/ Al F Rp �`. AIMIL WlNPpR ; "IT X'3TDQS$: '- R N SET TRPi t( alum N NCIE _ E IYBr6Y pgppr ] sCRn. 4_ UNIT 2 SIZE(FRONTAL AREA) u . _ WRsr� , r x a Ywl': N.TS. FY,fbFINIC ( I• Ir' i8X a 1 R PRIXX CT nai. 1 3G WXv+I§I XX,TrM1r f - .Kx . r... w f�a mT"Imixv -" fLJ a� ,� 6 . •far ! :tinrol a GROUPINC494XMNG OF UNITS rrtl aW_" USE IN DESIGN SCHEDULE IN DESIGN SCHEDULE SLAM � •} � vie. xrs ,pxTBa-.w,cQ3 I a 3 J { 1111111my A faker, P-1Fw MIS, PER A, i ftdusl 0iodret Unit %*ptrvisar NOA NIN. I t-WAII1 Kilpirlattinn Drag 121ami6 Approval Darer:= OVIZAIN2 X-2 MX P I MT. T. -� tea tX I X'lW11 l 1 . 7 r s1 � f rx RRIVARL lbESYITTPk4 IYS " TNCX NekT t. {aiF 1`4kHWYrA IVYt 1 X.SwNI4T-na 4M1PgR5ni8]IlIE I •'' PGl bkRan f /5&_ I �/y s _ wF RX3matlEPAr` � . sm .- PET9.PoRAYEMX �eR R+. STAND ASSEMBLY: 2 POST & BASEPLATE �1 S[A£I VTS. 19 fl"Rla STAND ASSEMBLY: 1 . CROSSBAR, & RAIL CONN 4ripw% ii)AYJCRS YAE: NT.S FBL@F511•1At2 r!Y LSfilTNly IY4l4Wli 1'.i14 Tn Y.[mP WX'][M-aEFN{HCR wife 5Gn39 Fa4"H31V5 T -. 11 ' 1LLi N413Ef4YIC 1XQ10R.Y.e 4kYI Of I I. LXam ro rnr+ouotm •(}1PIAF'BmK ��••� � _ •aa A9h NNIWRSRF1s,Amr .Net N]paNlf eOTGT aeaNaRe I -N: riW .. @vBTexa.: straq, .. 'aYNTm1Y' ?rAgr I - I - ALTERNATE (3 _iA.SE►LAt� TE ANCHORAGE E 9m:E'4?S, ]x.!,RTNI47.& ]xNR,XI; ANd14R SCHEDULE: I ANCHOR NOTES: TY(YEISiT[(NR12 MJ] :. .txCWli SXru xC p"T - al"a m4E6ApAI[£VAnn _ j 4. ?rf4ETF@S KfLr2'41T� MhPfvml,r.T.NR.^.NTC+[wTIEHS PIflCAieC,9eQA�w$T; Q ��•� mNrPXTP GErIJL �. Qf, 4 F. £NSLNF HIN!NIKINtl:LRt-. iLff pfTMCf,P,RYaT1(: xi EG4 Wf£c.E1KFa:E - I i en nnQane. � ' inE4L WC1YR5 Ka[Ib 4Sl{$Nfae TanN MC41RYn]txFl. A • ffi 111E 1 "+sFX NwTIW EwE[p,[M ldN Wf£f834w3lT[i,laR S•NmFBGE O�r4FEE 1f.FtrXXC-. INY.RIFYM6'R .IXYAAilen 44ae,llm apow wtlEmElb I rP 1YBODNMQRnyalTllr6 t. rHMH2T y RtYyr cl6Tby(F Li CO%i9ltfaau., m3Ra1 Ta1{,aaRANS%O VgCfi HWT iTRXLYSNe A. 4rK,RIN •A4@L L K °u4s� XC Lp[eTB9aH[9RfRCFT w�Ixv,mYaXR[ iK'1Qfb N '.tAT41f.P ]k w=M}QW NWBR FMtF V.%:pRYl ZI LLv!)Spk fA TO alter (wrl ]VS TN} S YRR•P"TbTSFNJCi'JEE&pLL H'4g1'1!f1W FlII[-Ve.'rN gaPTb 191 EREaTBE iPAOYk[faniTYL. WXNT• D. tx'i,i s.'RFXR rg " 4 Va%fa HLPT srscugcmwpppFMrTL.r\°?3STNIG YIP-TMCXfiwETAfC9EAE - PVNTY'IrS MY 1..RY. tB Yiq,w'1HLTfi9TFRHt4APL TRX rw[a: (kaEGPaEE ES) S] Hxg1,wTP INCQDmANIN@N)yaPf%.iDt ERro r,Ywim IUN6J. -_ EQFTAFWMT L]RSEV THfbmXOTt-%a f(YlNS9dNLkE p f l� . T" Ci$V 3TeE5SMh - -c.]y.3eyua f4ETH Fkl9 F:iE!R n'. 1Jj y i`Y yIl F%iYA.l�i'NIN T r. 6kG1 6AW141N f 4 Z NL6EYCX 1 (I _ - x 1a]•ss,E4 ci1F 3: sm+aEruro TO Atr fNVRfd F .Wv. XI I.HCiRNLEaM F MM OV HNK3 r d x i5 W 5 I Mta 1 O11HIrTAFG I - t• was a V PlfiT1EQr , (J IQRL,@rI mst 1 Fag Ylae� i0 Fox �, 1{pl1pR FtO6 l KNI 1HLVG i Pb1°5R VfRtIMIT.N2 pp wERvm.m� •... Pffi @ EUM 1 aw3WeAlN PNONIDEPPY •t.. HI{N46 N3CW RIeNI Lwrrx.rc }�UQN 5 brgrq I Ralf P4E3Y4] : }' Xw RTDL&A.Tf� I i RAl_@tlRM NaP P'lkAm -;. :(TeIY.AI apVN8t9+NT.1 y F W ": xa14Na@SERT@^� no LhmuPfi N?4INII ( 4� a1PPED UN1T CONNECTION [�. STRAPPED UNIT CONNECTION ] lGHG 1:Z lQm $LTATI aSLR.[: ]9 `• y6R5EClW �TutNXTRItYIYFA `g1.i,R Y1Y1KFEjb N.XN.g I?ti Aeup Tx, R) 'i ,' AGtn ,rt P]fT i s '�Hw M]NBunaw '.. i_;ICT N\Y m,xHbvc L9-UTS1RNtE ��:• MR(lY bNtfNtr. - Y m,Ml IGR[ ,Y,%AOLP,eiNl . 4fTm kNYE>axarY 9lYr T FRrallr<N13P Tb IaP]'YACRI0. TEt0.19m tU [4-A ECL15 MTW Faa turtm Mr 1 P ffOkp - TYI'K4 cP9rr�rml,-� 1 9HN NN, 1 f@Mx I t G DIRECTUNITCDNKCTION E >altE'r x Tg YE4T kflIAY L1pHYB_T Iu1tY _Lt -% T{l3KNaXieN (F __ �lJ,}"t40CFMIST w,NI -`,ad: �'=F`i ibl 'TrUffIL� ImF CBBWi' YNFX XHI@P YaOYY$ FIH3TINGNM!EA Eam1 (XVCn, 4bRIfAH}r ST6w� ] • er fi T ' w TC %ICW b15 y. r W' RAcTERIJOIST 7' BA5EPLATE ANCHORAG E 5ULr-Y-tuft T• NTR aFCTftI! JOB F71712 Am Lie ■engineering inc 2020 Ponce De Leon Blvd. Ste. 1002 Coral Gables, Florida 33134 Ennlnee"ng oesren: Signs Phone: 305 444 9809 > Mechanical > Electrical Fax: 305 444 9827 > Plumbing > Fire Protection Date 17-0407 T Rodriguez, P.E. Number 60236 C.A. 2GiTs9 DO studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33127 T: 305 57G G888 F: 305 57G G844 T . .. .... ....eft •Rene ae • • REVISIONS:"".. •cease woe. • e PROJECT NAME: BUTLER KE51DENCE PROJECT ADDRE55: 10007 NE 4th AVE MIAMI SHORES FLORIDA PROJECT No. SCALE /� � F: SCALE: N.T.S. DATE: APRIL OG, 2017 DRAWN: A.R. CHECKED: A.R. DRAWING TITLE: HVAC NOA 7 SHEET NO. M-1 04 a I �2 2 0 L- (07 (/) En (/) I UI (n N 0 rn Ul 11l 1 I 'r in in C0 to ,A PI 1 of "5 I Nn En in LO LO w Ian Itl In w En w ul Lnto li in LO Im LO to 1 {P� 1 L. L� 4 to in tL LO tL to to LO IAA. , 1 9I'll p (`n in (n I - I 50G' c0' ,Coll E dk� MF.'- }A F A lik •r '� An 'dA1 b A1>- ),. '�1 `"�A' a' } c ..! I OL ELEV. 9.2' N.G.V.D. 1 BENCHMARK INFORMATION ELEVATION=8.98'NGVD LOCATION 1: NE 102 ST-46' SOUTH OF C/L LOCATION 2: NE 6 AVE-25' WEST OF C/L DESCRIPTION: PK NAIL AND BRASS WASHER IN CONC CATCH BASIN/- - SOIL PROFILE LOCATION. �— SYSTEM-2 TYPICAL 39 ARC 24" CHAMBER SET FORS-� / TRENCH DRAIN FIELD SYSTEM. TOTAL UNOBSTRUCTED AREA OF 862.5SF INCLUDING 575SF DRAIN FIELD. 1 START OF SOIL I ��-------------------- ---- -- — LL� SEPTIC-- TANK 1200 GAL. 2 1/2 CW TO GND. +3/4"HB EX. W/BV — —-04913 W.M. TO \ FIREPLACE ABANDONED 1 `Q 30,000 BTU 3" EXISTING LP TANK TO 1 Fx I� JGREMAIN GUEST tiJ�'SE I \, -______-_____.. 1 ; I � Gil _ FF-5.95 - 1 2 3 1 1G CLAY J i 3/4 CW _ I �. 5 — G I l NEU WALL TO �IATC" G{ISTINC- � `dA L YIPIGMT IS AFP I l NEi+.% I �tCGE I ALO•IG NEW WALL I l I T`V FA+VERS- BBQ GAS o 40,000 BTU GWH 199,000 BTU d 0 it 11-3.2 ELEV. 9.2' N.G.V.D. 5!rE bUILDi`IG SETEA.Cr- i orb j IN l ; I I,I�„r FAVFP.s I ,a I .c \� Y JLC('. I -C14� 't, 3"� I ! I '��\- p NEG�i SIP, m c M 3" (/\ 3 NEIL1a I - 1VS l 5 V./ �GALCJNY V EL! C 1 1-1 4 CW — -- -- --�-- - ---- -- P/c er. FAD I AD •2"1/fR i 1 2 FX'!5'ING LL'l TILL KOGF � 2'YTR I I 3'VFR RI5TING FLAT KOOF LI —--------- i 2 5TOKY LkISTING KESIDENCE I FF= I O.yO (I 2"VTRj i i ' I ! 1 I r I EL .) +-��� .� - Y ,l IDI JGATF J _ _ L I (MAX.) 5 u_,I� � ,- -- }- - - ENTRANCE - - - — -- -- _ EL39 -- — 2 NEW 1" W.M. 51 DEWALr. FPO NT PKOPEKTY UNT' NE 4TH AVENUE I NORTH 51GE PROPS?Ty LI",E W REINFORCEMENT A A' 2/3 =1/ GAL. 900 1050 1200 1350 1500 1650 3200 W 3'-8" '-8" 4'-0" 4'-0" 5'-0" 5'-0" '-0" L 9'-3" 9'-3" 10'-0" 10'-0" 12'-0" 12'-0" 12'-5 H 4'-10" 4'-10" 4'-10" 5'-6" 5'-6" 5'-6" 8'-1" T mYzn. 3" 3" 3" 3" 4" 4" 4" D m1'in 4'-0" 4'-0" 4'-0" 4'-6" 4'-6" 4'-6" 4'-6" REINF. 6 x 6 1010 4x4 44 CONC. 4000 PSI, 28 DAY NOTE THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. LAND'S AND SEPTIC TANK ELEVATIONS ARE BASED ON SURVEY ADDED TO THIS PROJECT SEPTIC TANK CALCULATION NOTE THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. LAND'S AND SEPTIC TANK ELEVATIONS ARE BASED ON SURVEY ADDED TO THIS PROJECT SEPTIC TANK CALCULATION NUMBER OF SYSTEMS 1 TOTAL LIVING AREA 3,838 SF TOTAL OF BEDROOMS 4 FLOW ALLOWANCE 460 GPD TOTAL LOT AREA 0.3960 ACRES TOTAL FLOW PER DAY PER ACRE ALLOW 990 GPD DRAINFIELD REQUIRED TRENCH (SF)=GPD/0.8 575 SF UNOBSTRUCTED AREA 862.5 SF TANK SIZE 1200 GALLON JOB # 17-0407 '© Am lis Rodriguez, P.E. Lic rise Number60236 ■engineering inc c"Z6359 2020 Ponce De Leon Blvd. Ste. 1002 Coral Gables, Florida 33134 Engineering Design Sig Phone: 305 444 9809 > Mechanigl > Elect l > Plumbing > Fire Pmlec9on Date Fax: 3054449827 vAm aree-ene.com D 0 studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33127 T: 305 576 6888 F: 305 576 6844 REVISIONS: 1 08-15-17 HRS — 09-05-17 COORDINATION PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI 5t10RE5 FLORIDA PROJECT No. SCAIJ=: DATE: DRAWN: CHECKED: SCALE: I/4"= I'-0" APKIL 06, 2017 A.R. A.R. DRAWING TITLE: PLUMBING SITE PLAN SHEET NO. PLUMBING SITE PLAN SCALE: I /l I '-0" REAR PROPERTY LINE 500 2000" E 1 1 5.00' vi (n (n L1 i ELEV. 9.2' N.G.V.D. x' u) Ln rn OL = Ln I II� I I —REAR BUILDING- SE aAGK i I f - En �, N �, SIDE PP.OPERY \� I I 1-1 /4"53/4,"CW- CABANA EXISTING LP BATH TANK TO REMAIN EXI5TINC- I C-UEST HOUSE, e�% I ,Ll r OI. Q 1 ! 01 o I L c' o! c EL.8 8 , m I I I I I � NEW WALL TO MATCH EXISTING ! WALL HEIGHT Is 4'-5" AFF NEW HEDGE ALONG NEW WALL I I ! I I I I I PORCH TIN ! o l 1 II I I 'I I NEVV DRIVEWAY I I i BENCHMARK INFORMATION ELEVATION=8.98'NGVD LOCATION 1: NE 102 ST-46' SOUTH OF C/L LOCATION 2: NE 6 AVE-25' WEST OF C/L DESCRIPTION: PK NAIL AND BRASS WASHER IN CONC CATCH BASIN SOIL PROFILE LOCATION. NEW✓ PAVED PATH TO CABANA BATH � orrtr SOIL SEPTIC ING POOL TANK PMENT 1200 GAL. FIREPLACE 3„ 30,000 BTU GARAGE FF=8.95 EXISTING CLAY TILE ROOF 3" GAS 1-1 /4"CW- GWH 1 199,000 BTU a I 0 NEW CLAY TILE ROOF ILI "IU EL.9.4 8' W. x 4' H. (MAX.) SINGLE DRIVEWAY SLIDING GATE BRICK PA' FONT BUI SETBACK W5 PAVERS • Ei_9.2 ELEV. 9.2' N.G.V.D. i! i i7� I I ' 1 \ I APPROX. LOCATION Vo OF DRAIN FIELD I ,S_iDE BUILDING SETBACK—, �A.• I APPROX. LOCATION OF SEPTIC TANK I ! ! I INEW✓ NEW PAVERS • EL.9.2 V,�� I I 3 I r NEW PA_vEKs � I i J I I� I ✓ ti o FXi5TING POOL DECK. o EL. 10.00 I c Y A 3" � I ws aALcoNY v EL.lagh " -- -- ---- - -_ [ \ I iD ,f A(C EN p - PAC �'AD °s.• a2� + n tM } l 42„ TR r EXISTING CLAY TILE ROOF 2"M 31/T13 EXISTING FLAT ROOF ' IU I ------------ -` => 2 5TOKY j U 3"VFR EXISTING RESIDENCE EF- 10.90 2"VfRI I H IU IENTRANCE EL 8.9 SIDE,NALK NE 4TH AVENUE --- ROAD CKOWN = 9.57 �— 'PONTPPROPERTI' UNE REINFORCEMENT NORTH SIDE PROPERTY LINE W W u� II H z U 0 O J NFORCEMENi IO I GAL. 900 1050 1200 1350 1500 1650 3200 W 3'-8" '-8" 4'-0" 4'-0" 5'-0" 5'-0" '-0" L 9'-3" 9'-3" 10'-0" 10'-0" 12'-0" 12'-0" 12'-5 H 4'-10" 4'-10" 4'-10" 5-6-5-6- 5'-6" 8'-i" T mYsn. 3" 3" 3" 3" 4" 4" 4" D mY4n 4'-0" 4'-0" 4'-0" 4'-6" 4'-6" 4'-6" 4'-6" REINF. 6 x 6 10/10 4 x 4 4 4 CONC. 4000 PSI, 28 DAY NOTE THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. LAND'S AND SEPTIC TANK ELEVATIONS ARE BASED ON SURVEY ADDED TO THIS PROJECT SEPTIC TANK CALCULATION NUMBER OF SYSTEMS 1 TOTAL LIVING AREA 3,838 SF TOTAL OF BEDROOMS 4 FLOW ALLOWANCE 460 GPD TOTAL LOT AREA 0.3960 ACRES TOTAL FLOW PER DAY PER ACRE ALLOW 990 GPD DRAINFIEID REQUIRED TRENCH (SF)=GPDl0.8 575 SF UNOBSTRUCTED AREA 862.5 SF TANK SIZE 1200 GALLONS '® Lce ■®englrleering Inc 2020 Ponce De Leon Blvd. Ste. 1002 Coral Gables, Florida 33134 Engineering Design Sign, Phone: 305 444 9809 'Mechanical > Electrical Fax 305 444 9827 > Plumbing> Fire Protection Date www.arpe-enq.com 17-0407 c Rodriguez, P.E. Number60236 CA 26359 DO studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33 127 T: 305 576 6888 F: 305 576 6844 PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI SHORES FLORIDA PROJECT No. SCALE: SCALE: 1/4"= I'-0" DATE: APKIL o6, 2017 DRAWN: A.R. CHECKED: A.R. DRAWING TIT1J=: PLUMBING SITE PLAN SHEET NO. I _ 100 PLUMBING SITE PLAN SCALE: 1/5"= I'-O" I I y ; `` ��- 3.' T 1/2"CW&HW WC0 2"V Q�-_/ 0 2w L L L 5EDR I� GEDROOM 2' 1/2"CW&HW o2,y - - 11 /2"CW&HW FROM BELOW _— I / 3" ELLA'S BATE P.00ML 1/2"CW&HW 3„ .3 I 2-1 I -- I 3 W�iO 3 2"V MASTER 3/4" &HW BEDROOM3"V UP SH ,. 3" 0 3" 1/20CW 0 2'y W C 3" K-IN SET WC �: \ - TOILETT11 �' �� 1 "CW 3/ CW&1 2 HW WC T 3" _ /2"CW&H r SW40 { � A r3UP 3/4"CW&1 BEDR M #3 I to /2"ji - I V✓ALKAN WC CLOSE 1/2"CW 0 3„ "V 3„ WCG / ! L. bi 1/2"CW&HW II I i I I IT BAT ROOM #3 3" - SECOND FLOOR PLAN - PLUMBING 2 SCALE: 1 /4"= 11-0, T1-1/4"CW 1 3 3" 3" 1H/4" GWH / 3" W/VB CO 199,000 HR CO '/4"HW 3" 1-1/4"CW&1"HW UP TO CLG. HW UP 1/2„CW&HW UP er2(�:� CO CO 1 W _ - - - - • ',�W_-- - - W&H 1 2 _-- 2'y 4 -- -- --- I -_ _- -- -_ 3/4"HB � I I I' "CW WC I 3"VTR - 3/4"CW&HW UP �I - 1 1 �2"HW t P2„CW I( I 3/4"HB 1 /2,•CW .P W/v8 WTI, 3 4"CW U i I I III _-/ --- 1 2"HW - -- -T- -IAT I 3�EXI OCR ✓ 1/2"CW&HWGAS TISK CHIMN 1SPA1/2"HV� 3/4"CW 1 3/4"CW&HW CO 2 y - i LI LI I - I. .. — _ _ _ CO I — • _ _ _ _ _ _ _ _ _ -- 0 I � 3"VTR GAS RANGE II 11 T 1/2"CW UP - J WM 65000 BTU/HR To — DW i SK MUD ROOM PANTRY I I r--0 { I lO� __- POT 11 ( KITCHEN FILLER II � L- — - -' 1 2'CW /LP CO / / CO W.H.ri W48B /V I I JOB # 17-04 ----------------------------------------- NEW I=R.or,IT PORCrI A rills Rodriguez, . I Li enseNumber60236 3 i { i ■engineering inc °Az 2020 Ponce De Leon Blvd. Ste. 1002 Coral Gables, Florida 33134 Engineenng Design. Si nature Phone- 305 444 9809 > Methanol > Electnral % > Plumbing > Fire Proteclion IW/1 // : Dat�- Fax305 444 9827 v✓ww.arp e-eng.com FIRST FLOOR PLAN - PLUMBING SCALE: 1 /411= 1'-011 DO studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33 127 T: 305 57G G888 F: 305 57G G844 . . . .... ...... REVI5I0N5r-*- a .... •••••• — u a a �• ,• PROJECT NAME: BUTLER RE5IDENCE PROJECT ADDRESS: 10007 NE 4th AVE MIAMI SHORES PLORIDA PROJECT No. SCALE: scALE: 1i4 1 0° DATE: APRIL OG, 2017 DRAWN: A.R. CHECKED: A.R. DRAWING TITLE: PLUMBING FLOOR PLANS SHEET NO. P-101 DO studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33 1 27 T: 305 57G G888 F: 305 57G G844 eaeu• m a • uma•u • e • m•u•• u•• n•maaa oms•e• ••s• ses• • u•• •u• sae•• •uu• • • r•us s • a • P� mas•ae m- REVISIONS: �09-05-17 COORDINATION PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRE55: 10007 NE 4th AVE MIAMI SHORES FLORIDA PROJECT No. SCALE: DATE: DRAWN: CHECKED: SCALP: I (4"= I'-0" APPIL OG, 2017 A.R. A.R. DRAWING TITLE: PLUMBING GUEST HOUSE PLAN SHEET NO. �- I 02 4°,38FU To SEPnc WATER ISOMETRIC SCALE: NTS PLUMBING 150METRICS SCALE: N.T.S. SANITARY ISOMETRIC SCALE: NTS JqB # 17-0407 ® mnse Rodriguez, P.E. L ense Number60236 ■engineering inc CA2Q59 2020 Ponce De Leon Blvd. Ste. 1002 Coral Gables, Florida 33134 Engineering Desgo: Signature Phone: 305 444 9809 > Mechanical > Electrcal (% / > Plumbing > Fire Protection Date i Fax 3054449827 vA" aroe-eno_corn DO studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33127 T: 305 57G G888 F: 305 576 G844 REV151ON5: �09-05-17 COORDINATION PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRE55: 10007 NE 4th AVE MIAMI SHORES FLORIDA PROJECT No. 5CALE: SCALE: N.T.S. DATE: AFRIL06, 20I7 DRAWN: A.R. CHECKED: A.R. DRAWING TITLE: PLUMBING 150METRICS SHEET NO. F-103 THERMOMETER TYPICAL UNION (TYPICAL) HOT WATER OUT 120 DEG. I � HWR I I P & T RELIEF I VALVE. DISCHARGE 3/4" PIPE AT 6" AFG OUTSIDE THE BLDG. WATER I VENT HEATER HOOD i i HWR PUMP INSIDE I WATER HEATER FILTER IN LINE kyj COLD WATER IN SAFETY SHUT-OFF VALVE VALVE Ak111TAKE (TYPICAL) RV EXPANSION CHECK VALVE -GAS COCK TANK TYPICAL GAS PROPANE TANKLESS WATER HEATER NTS GAS SUPPLY1 GAS TANKLESS WATER HEATER MANUFACTURE RINNAI MODEL-REU-KBP3237WD-US DIMENSIONS-W-18.5"x H-26"x D-10" WEIGHT-61.7LBS INSTALLATION -OUTDOOR. ENERGY FACTOR-0.95 GAS CONSUMPTION-15200-199000 BTU/HR PROPANE GAS HOT WATER FLOW-0.26-9.8 GPM EFFICIENCY-0.96 POTABLE WATER EXPANSION TANK MODEL WATTS DET-20M1 OR SIMILAR MAX. PRESSURE PSI_150 MAX. TEMP. F_2000 TANK VOLUME-GAL.-8.5 AIR PRE -CHARGE PSI_20 DIAMETER_12.5" LENGHT_19.2" WEIGHT_15 LBS ELECTRIC WATER HEATER MANUFACTURER- RHEEM MODEL- RTEX-08 10. 24OV, 5KW, 33 AMP WATER CONNECTION-1/2" TURN LEAD DOWN INTO STACK SHEET LEAD FLASHING. 1H I;Tj: MAKE WATERTIGHT SLEEVE ROOF CONSTRUCTION AS REQUIRED �- SIZE VARIES SEE ISOMETRIC FOR SIZE �- VENT STACK NOTES: 1.) SIZE OF OPENING IN ROOF DECK TO BE AS SMALL AS POSIBLE. CO-ORD. WITH STRUCTURAL DWGS. 2) FOR ROOF CONSTRUCTION TYPE REFER TO ARCH. DWGS. 3) VENT STACK THRU ROOF SHALL BE LOCATED AT A MINIMUM OF 10'-0" AWAY FROM ANY OUTSIDE AIR OPENINGS. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES PRIOR TO CONSTRUCTION. VENT STACK DETAIL NOT To SCALE FINISH GRADE EXTENSION SAME SIZE AS SEWER - 2-WAY CLEANOUT NOTE: PIPE AND FITTING SHALL BE OF THE SAME MATERIAL AS SEWER IT SERVES. XTERIOR TWO-WAY CLEANOUT WATER HAMMER ARRESTOR MANUFACTURER: WATTS FOR RESIDENTIAL/DOMESTIC WATER SYSTEM ONLY MODEL:150A OR SIMILAR SIZE-1 /2" MAXIMUM WORKING PRESSUR_150 PSI MAXIMUM TEMPERATURE-180 F MAXIMUM VELOCITY_10FT/SEC MAXIMUM SHOCK PRESSURE-200 PSI NOTE ALL NEW HOT WATER PIPING SHALL BE INSULATED WITH TYPE R4 IN ACCORDANCE WITH FBC PLUMBING 607.2.1 HOT WATER OUT HEAT VIVIVLI\1. 1 WATER IN ELECTRICAL TANKLESS WATER HEATER NTS WOOD DECK. ALL -THREAD ROD. LENGTH AS REQ'D FOR PIPE SLOPE! TOP BEAM C-CLAMP IF STEEL BAR JOIST. PROVIDE COPPER OR NON-METALLIC ADJUSTABLE COATING WHERE BAND HANGEF HANGERS CONTAC FOR PIPING BARE COPPER PIPI FOUR INCH OR LESS. c CLEVIS HANGER FOR PIPE OVER FOUR INCH. DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR ALL LARGER THAN 3" FROM INSULATED PIPE LARGER THAN 3/4". VERIFY BOTTOM OF JOISTS. INSULATION THICKNESS WHEN SIZING HANGERS. PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. HANGER SPACING FOR PIPE SIZE: COPPER: 4"=12'; 3"=11'; 2-1/2"_-10% 2"=9'; 1-1/2"=8'; 1-1/4"=7; 1"=6% 3/4"=6'; 1/2"=5'. CAST IRON: 10' & ONE NEAR ALL JOINTS. STEEL: 4'=14% 3"=12'; 2-1/2"=11'; 2"=10% 1-1/2"=9'; 1"=7'; 3/4"=6'; 1/2"=5'. LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS & TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQ'D. LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMEN CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN N WATER VELOCITY. PROVIDE SEISMIC BRACING IF AS REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. PIPE HANGERS DET N.T.S. PLUMBMG FIXTURE SCHEDULE MARK DESCRIPTION FIXTURE UNITS HOT WATER COLD WATER TRAP REMARKS WC WATER CLOSET 3 --- 1/2" 3"DRAIN L LAVATORY 1 1/2" 1/2" 1 1/4" SH SHOWER 2 1/2" 1/2" ISOMETRICSEE MIX VALVE W/ANTI-SCALD VALVE MOUNTING SHALL BE BY MANUFACTURER SPECIFICATION. PROVIDE WATER HAMMER WM WASHER MACHINE 2 1/2" 1/2" ARRESTOR SK KITCHEN SINK 2 1/2" 1/2" 1 1/2" REF REFRIGERATOR 1/2" PROVIDE BACKFLOW DEVIC & FILTER IN LINE DW DISHWASHER 2 1/2" 1 1/2" PR WASTE VIINEAIINDIRECT NOTE ALL FIXTURE SHALL BE TO COMPLY WITH MIAMI DADE COUNTY CODE SECTION 8-31 1) FIXTURES TO COMPLY WITH REFERENCE STANDARDS AS PER FBC 2014 PLUMBING SEC. 406 THROUGH 421. 2) RESIDENCIAL FIXTURES SHALL COMPLY WITH 2O14 FBC Section P2701. 3) ANTI -SCALD VALVE:ALL SHOWERS & BATH/SHOWER COMBINATIONS SHALL BE PROTECTED WITH A CONTROL VALVE OF THE PRESSURE BALANCE, THERMOSTSTIC MIXING OR COMBINATION TYPE SET. HANDLE POSITION STOPS PER MANUFACTURERS INSTRUCTIONS AT TIME OF INSTALLATION TO A MAXIMUM MIXED WATER OUTLET TEMPERATURE OF 110' F. 4) ALL DRAINS 3"0 OR ABOVE SHOULD HAVE 1/8" SLOPE & BELOW 3"0 SHOULD HAVE 1/4" SLOPE. 6) DISHWASHING MACHINES SHALL CONFORM TO ASSE 1004 AND NSF3. WATER SUPPLY SHALL BE PROTECTED WITH AN BACKFLOW DEVICE AND PROVIDE INDIRECT WASTE W/AN AIR BREAK. PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG TAPERED -THREAD WITH TFE JOINT COMPOUND, WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED I EDGES AND FLATHEAD MACHINE SCREW. 5 G0 TKO EXISR�G RE0 foTP TAO E 4uk . PER 06 B TO PER0340 CONCRETE FLOOR SLAB COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVDE PIPE EXTENSION IF REQUIRED NOTE PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL N.T.S. EP�Bw/R FIR 00 30 i2 a 1/�a 2� 00 40000 11BtJ�6 e/2 r 2 1/2g' 990bo r , RGROU�p SRO JNO PEPPE RO ONO 10 URpE GPS OERG P5 PIP PESOpIPE GA GAS ISOMETRIC NTS GAS NOTES 1. USE THE FLORIDA BUILDING CODE -FUEL 2014 GAS TABLE 402.4(28) TO DETERMINE PIPE SIZE FOR LOW PRESSURE INSIDE THE BUILDING. 402.4(35) FOR UNDERGROUND PIPE 2-INSIDE OF BUILDING USE SCHEDULE 40 METALIC PIPE AND SHALL COMPLY WITH SECTION 403.4.1 THROUGH 403.4.4 FBC-2014 3. UNDER GROUND PIPING & JOINTS. UNDERGROUND PIPING FOR OUTSIDE OF BUILDING SHALL BE PLASTIC PIPE AND COMPLY WITH SECTION 404.14-1 THROUGH 404.14.3 AND SECTION 405.3. FBC-2014 UNDERGROUND PIPING SYSTEM SHALL BE INSTALLED A MINIMUM DEPTH OF 12"BELOW GRADE. 5-UNDERGROUND PIPING FOR INSIDE OF BUILDING SHALL COMPLY WITH SECTION 404.11, FBC-2014 j\� GP�PIPE R�Boo BfO/0 650 PLUMBING GENERAL NOTES AND SPECIFICATIONS: 1. A. SCOPE OF WORK THE WORK SHALL INCLUDE ALL PLUMBING NECESSARY SHOWN ON THE DRAWINGS, SPECIFIED HEREIN AND/OR AS NEEDED FOR A COMPLETE SYSTEM, INCLUDING BUT NOT NECESSARILY LIMITED TO: 1. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS 2. SANITARY DRAIN AND VENT SYSTEMS 3. PLUMBING FIXTURES AND TRIM 4. WATER HEATER. 5. PIPING INSULATION 6.SUPPORTS AND HANGERS B. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE "FLORIDA BUILDING CODE" AND LOCAL ORDINANCES AND IN COMPLIANCE WITH THE "FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION", AND "HRS" REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY CODE OR REGULATIONS, THE MORE STRINGENT REQUIREMENTS WILL GOVERN. 2. CONTRACTOR TO VERIFY AT SITE THE LOCATION, ELEVATION AND SIZE OF ALL EXISTING LINES FOR CONNECTION BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS COMPOUND BEFORE COVERING 4, WATER -HAMMER ARRESTOS SHALL BE INSTALLED WHERE QUICK -CLOSING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. WATER -HAMMER ARRESTORS SHALL CONFORM TO ASSE 1010. ACCESS SHALL BE PROVIDED TO WATER -HAMMER ARRESTORS. 5. ALL FLOOR DRAINS TO HAVE TRAP PRIMERS 1/2" LINE FROM THE NEAREST PLUMBING FIXTURE. 6. PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH THE APPROVED MATERIALS, SHALL HAVE SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS AND CONCEALED FOULING SURFACES. ALL FIXTURE TRIM TO BE CHROME PLATED. FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. 7. WASTE LINES 3" OR MORE, SLOPE @ 1/8"/ FT. AND 2" AND UNDER, SLOPE @ 1/4"/FT. 8. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF STACKS. CLEAN OUT LOCATIONS AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. WALL CLEAN OUT SHALL NOT BE SEEN FROM ANY LIVING SPACE ROOMS, THEY MUST BE LOCATED UNDER SINKS, LAVATORIES & CABINETS. 9. VENT LINES TO EXTEND 9" MIN. ABOVE ROOF AND FLASH WITH LEAD. 10. THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES FITTINGS SHALL BE IN ACCORDANCE WITH TABLE 604.4 F.B.C. 11. CONTRACTOR SHALL COORDINATE WITH OWNER AMOUNT & LOCATION OF HOSE BIBBS PRIOR TO INSTALLATION. 12. PIPING A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER INTERVALS ACCORDING WITH CODE. B. PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH FOUNDATION SLABS OR MASONRY WALLS, CAULK OPENINGS BETWEEN PIPE AND SLEEVES. C. WHERE EXPOSED PIPES PASS THROUGH FLOORS, WALLS, OR CEILINGS, PROVIDE ESCUTCHEONS FIRMLY SECURED TO THE PIPES AND OF SUFFICIENT OUTSIDE DIAMETER TO COVER THE SLEEVED OPENINGS FOR THE PIPES. PROVIDE CHROMIUM PLATED ESCUTCHEONS IN BATHROOMS. D. LOCATION OF FULL -OPEN VALVES. AS PER FPC 606.1 F. LOCATION OF SHUTOFF VALVES. AS PER FPC 606.2 G. SANITARY WASTE, VENTS & STORM DRAIN SHALL BE FOR ONE OF THE APPROVED STANDARDS IN TABLE 202.2,FOR UNDERGROUND BUILDING DRAINAGE AND VENT PIPE, AND FOR TABLE 702.3 BUILDING SEWER PIPE. PIPE FITTINGS SHALL BE FOR ONE OF THE APPROVED STANDARD IN TABLE 702.4 AND ACCORDING TO MATCH THE PIPE MATERIAL SELECTION. ALL PIPE INSTALLATION MUST BE PER FBC PLUMBING 2014 SECTION 704. DRAINAGE INSTALLATION FLORIDA BUILDING CODE 2014. PROPOSED SANITARY WASTE, VENTS & STORM DRAIN BY STANDARD WEIGHT CAST IRON NO -HUB PER CISPI STANDARDS 301 , WITH STAINLESS STEEL ONE-PIECE NEOPRENE GASKETS. UNDER SLAB PIPING SHALL BE CAST IRON BELL AND SPIGOT PIPING WITH NEOPRENE GASKETS. H. CONDENSATE DRAINS FROM AIR CONDITIONING UNITS: "PVC" SCHEDULE 40 PIPE & FITTINGS. I DOMESTIC WATER ABOVE GROUND: TYPE L COPPER PIPE WITH WROUGHT COPPER SOLDERED JOINT FITTINGS. TYPE K COPPER BELOW GROUND PIPE ACCORDING TO ASTM 9-42. TUBE ACCORDING TO ASTM B-88. ALTERNATE FOR UNDERGROUND PIPE: CAST IRON WATER PIPE ACCORDING TO ANSI A 21.6. STEEL PIPE (SCHEDULE 40, GALVANIZED) ACCORDING TO ASTM A120-68. J. ALL CONTROL VALVES FOR DOMESTIC WATER SHALL BE CAST BRASS OR B-88 BRONZE GATE VALVES. K. PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS. 13-INSPECTIONS AND TESTS A. CONTRACTOR SHALL BE RESPONSIBLE TO ASK FOR INSPECTIONS TO THE AUTHORITIES HAVING JURISDICTION, AS THE WORK PROGRESSES. ALL SYSTEMS SHALL BE TESTED BY CODE AND/OR LOCAL REGULATIONS. B. DRAINAGE PIPING: BEFORE INSTALLATION OF ANY DRAINS, THE ENDS OF SYSTEMS SHALL BE CAPPED AND ALL LINES FILLED WITH THE WATER TO THE HIGHEST POINT AND ALLOWED TO STAND UNTIL INSPECTION IS MADE BY AN OWNER REPRESENTATIVE. C. STERILIZE ALL WATER LINES WITH A MIXTURE OF TWO (2) POUNDS OF CHLORINATED LIME TO EACH 1.000 GALLONS OF WATER (50 PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPES 48 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. D. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN-SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. '© Am is ■engineering inc 2020 Ponce De Leon Blvd. Ste. 1002 Coral Gables, Florida 33134 Engineering De*n Sign; Phone: 305 444 9809 ' Mechanical > Electrical > Fax: 305 444 9827 Plumbing > Fire Protection Date D 0 studio 2700 N. MIAMI AVENUE #408 MIAMI FL 33127 T: 305 57G G888 P: 305 57G G844 sees . gees sees.. . . gees.. REVISIONS:•;;;;' �e:• sees.. gees sees sees. - .eeeee sees sees• • • - -�•� a e.eeee _ ee•s•• • • • . .eeeee •• .sees PROJECT NAME: BUTLER RESIDENCE PROJECT ADDRE55: 10007 NE 4th AVE MIAMI SHORES FLORIDA 5CAI 2017 N NQ TnIE: F WJIN AND DETAI SHEET NO. PLUMBING NOTES AND DETAILS SCALE: N.T.S. I I p - 104 e, . 0 3�CIAL INSPECTOR REQUIRED FOR ENu p,1 l 3,r I Ld VERIFIC:. y 1 '. ORD. L07TER e9-:.o- krquir,�;l otRequired 0THER V D F y ,�O1i V M" bHOE CQUWY. PERMIT#: w may --� DATE:_.--� H2ot�6►3230 4 111111II611fl11�'I�'IIIVII'hlll�l0000233513 ., -