Loading...
RC-08-19-1820FILTER FABRIC MATERIAL SECURELY FASTENED TO THE POST OR USE WIRE MESH TO FOR CONNECTION NCING SHALL BE #9 C STANDARD 2-INCH CI D MESH. WIRE MESH MATERIAL TYP. OF FILTER ED WITHTTO -RIAL AL STRENGTH, C MATERIAL CAN BE A 6-INCH (MAX) :REEN WHICH HAS :D TO THE POST ATTACHING TWO SILT FENCES FILTER FABRIC SILT FENCE N.T.S. 01-011 DRAINAGE CALCULATIONS IMPERVIOUS AREAS: IMPERVIOUS AREA (ROOF/PAVED AREA5)--4, 58 1 SE VOLUME Of STORAGE REQ'D= 4,581 SE X 0.04 1 7= 191 CU. ET STORAGE AREA F ROi'OSED 45096 5f X G'I DEEP SWALE THEREFORE 4,098 X.5 = 2,04 I CU I=T. > 1 9 1 CU. ET. ,a�� N.E. 93RD ST NOTE: CATCH DA51N TO BE COVERED W1 NEW PIG DRAT COVER DURING EXSTG. CATCH TIME OF CONSTRUCTION BASIN RIM ELEV. @ 3.65' L .N PROVIDE TE FENCE TO CONTROL SEDIMENT A D EROSION + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + +++ ++ ++++++ +}++++ 17 j — + \ + L + + L kDc + + + + + + + + + A+'v +� I + E + + + + ,I + + l+ + + i++ I ++ +++++++ + + + + i I+ + + + ++ k++ �+ lip, �++ I F(s "y 42" HIGH GLASS W 1 OW CUTS RAI LI NG 0 1 Wa----- ----- -� ROOF TOP �y (k i DACONY i go Wu • 1 4 L PROPOSED TWO-1� oW I ( STORY RESIDENCEL— oz f +rI FFE =+ I 1 .00' i L a� I I —f�. 1+iI yv I� POOL + + +-,+ + + + +' O 100 + + +k EQO-JIP. Q� + +� � � + + V '-7 r_ rl I k3 9 EXCAVATE G" * PLACE G" DRAINAGE ROCK OVER FILTER FABRIC + „I 1 + + z '++ +O o 4"-G" FRACTURED AGGREGATE #57 1 ++++ 1 GRAVEL OVER GEO-TEXTILE FABRIC + 1 O OVER THE FIRST 20' OF THE N Q z PROPERTY + + - t + + + + + + I+ i �30' I _I O �k o iTP °+ W U) aW y #I 0 + _ ;I. 9 1' +, W L + + {� �Jf) + r- hi N f CL O LO LLJ U I� LO c 0 Z = J U Q aJ ae � Q Q O IJ w O :D J Ii p c w z V) Q � J J_ U rn z o� o u L� C� �=J DATE I _ 0 :111w-us Li i W u LLJ (J� cn Q J L1J LL_ o cy-CIO o LLJ z � QN �- Q < O DRAINAGE PLAN -T FROVIDE SILT SAVERS SAFETY ENCE TO CON ROLLSEDIMENT AND EROSION 1 /811=1'-011 DP-1 SITE DATA: GENERAL EX5TG PROPOSED LEGAL BAY LURE PB 44-GS DESCRIPTION: LOT I I BLK 2 NO CHANGE FOLIO: 1 1-3205-027-0230 NO CHANGE LOT SIZE: 75' X 1 25' NO CHANGE - SINGLE FAMILY ZONING: R-22.5 VACANT RESIDENCE HGT. TO TOP OF 0 SF 301-811 ROOF: BLDG. fOOT PRINT: 0 SF 25G24 SF OR 28% FRONT YARD (GREEN) 0 5F 1 5523 5E OR I G% PERVIOUS AREA: REAR YARD (GREEN) 0 5F 1 ,83 1 5F OR 56% PERVIOUS AREA: PARKING: NONE 2 SPACES SET BACKS: I _ FRONT (NORTH)-25' —�_ 3 1 1-GI' REAR (NORTH)-1 5' 221-GI' 51DE(EA5T)- 1 0' _ 1 0'-O" S 1 D E(WEST)-10' 1 01-011 N 0TE. THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES & ACROSS THE STREET THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT & DISPOSAL SYSTEM INSTALLATION BOUNDARY OF RESERVE AREAS DRAIN FIELD DESIGN: ARC 24 CHAMBERS 39 X 15 5F EA. = 585 5F TRENCH DRAINFIELD W/ 293 5F RESERVE TOTALING MIN. OF 878 5F UNOBSTRUCTED AREA 1 114" WAT. TO BE INCASED IN 2" PVC 5CHD. 40 PIPE MIN. 2' AWAY FROM SYSTEM - BRICK PAVERS WELL C❑MPACT SAND FILL G A N.T.S. -- 2 4 - IF T L -4 79 SF- �J N Li� i-, ! J L) L �� Z�_ 0 Ln N N.E. 93RD ST S (SLOPE) co ���" (_5h0ULDE I m L NOTE: PLANTERS Y AVE k L NO FOOTINGS{ H.B. 4ii i V' 42" HIGH GLA55 10'-0" CU15� RAILING OF TOP O BACONY I I I I PROPOSED TWO I STORY RE51 DENCEL _�s FFE- + 1 1 .00' I L< l i I POOL ou k� v� PoON EQUIP. NEW SITE PLAN 75oO' a APPROVED Mll COUNTY HEALTH DEPARTMEt* rPrT .'ply2q -50 --N GAL OAPI"� �q 4 O IN sP 4) L— 7..(r ._. OF S GHTL 11IAN7 ED SOlL 3 • UNDER EaU;TClt4d F li{ j L93 N VERT El. EVA710N] Yw , D Prv�C- i;}NI OF DRAINFiELD ELE.t IgD'S ( .--_-j •••�.® ✓D -- PERNIETER OF EXCAVATION AREA Si IA; IJJ Iw_ ••. AT LEAST 2 FEET WIDER AND LOW ER Tl 'ROPOSED ABSORPTION BED OR D�a.At*lP;- ...... CIMPA0T00 oo. SO CR0RIN0 J s The contrarror In,!pnFr) Is required o perform a soil borin. Q' - :.....® adlacrfnt .o tr,s r ninNpald excavation at the time of fin I (J� LLJ - U:. ° mspoct0n, Pro o Final Approval, theFDOH inspector sha I W 0 Q D wrtness the soil bonnq and compare the results to the origin W O site evaluation submitted. A reinspectlon fee vnll be assesse J L`- O W N the contractor is not at the jobsite at the arranged ti � � (n Q z J J J Q U O= — PROP05ED BRICK AVERS DRIVEWAY TO BE DATE 1 01-011 SAME ELEV. AS 15 APRIL 2019 DRAINFIELD FINISH I 1 0i_(Y im PROPOSED 1200 GAL. SEPTIC TANK (11- I O) TRAFFIC RATED LLI z L� C� L_L__J Z U � Q � LL CK V) rq LLW 0' o LiJ = z u� N Q a 1 /811=1'-011 DESCRIPTION: LOT I I DLK 2 14" '4 FOLIO: 1 1-3205-027-0230 NO CHANGE LOT SIZE: 75' X 1 25' NO CHANGE SINGLE FAMILY ZONING: R-122.5 VACANT RESIDENCE HGT. TO TOP OF 0 51' 301 GII ROOF: BLDG. FOOT PRINT: 0 5F 21G24 51' OR 28% FRONT YARD (GREEN) 0 SF 1 ,523 51' OR I G% PERVIOUS AREA: REAR YARD (GREEN) 0 SF 1 ,831 SF OR 58% PERVIOUS AREA: PARKING: NONE 2 5FACE5 SET E3ACK5: FRONT (NORT1­1)-25' 3 1 I —Gil REAR (NORTH)- 1 5' 22'-Gfl 51DE(EA5T)- 101 1 0'-011 51 DE(WEST)- 1 0' 1 0'-0" Flood Legend Compllance with Chapter of the VILLAGE OF MIAMI SHORES Special Flood Hazard Area (Zone AE-9) Process #... RC_08_19-1820 --- -- ------Folio_-11_3205 _027_0230-- - LOT _ 11_BLOCKPLAT BOOK --- 44-__-_ PAGE__63____ Address---- - - -g 1276 NE 93RD ST ---- Highest Crown of Road Elevat1on__4,09'____ ----'-------- Highest Crown of Road Elevation above was taken from a certified survey prepared by; JOHN IBARRA -& -ASSOCIATES, INC. PLS Lic, # ________7806 Lowest Ftoor Elev Garage / Storage Adjacent Grade Elev Retention Area Elev, Existing N/A N/A 6.92' N/A Proposed 11,00' N/A 5.30' 4.50' The Beam Elevation Certificate is required before making any. inspection above the lowest floor and a Final Elevation Certificate is required before issuance of certification of occupancy or completion (Completion Hold 186) (11 o-30) Cal1372-6685 O.S.F.II (Outside Special Flood Huard) All electrical, plumbing and mechanical equipment must be located at or above the require lowest floor elevation. S.F.H. (Special Flood Hazard) All electrical, plumbing, and mechanical equipment must be located at or above the Base Flood Elevation or the Required Lowest Elevation which ever is higher. Lowest Floor - 11 C -2(bb) "Shall mean the Lowest Floor of the lowest enclosed area ( including basement) An unfinished or Flood resistant enclosure usable for parking or vehicle, building access or storage in an area other than a basement area is not considered building lowest florr: provide than such enclosure is not built as to render the structure in violation of the applicable non elevation design requirements in 60.3 of CRF Ch. I (10-D- 88 edition)' Dade County Code Sections HC-3, I tC-4, I IC-5. Garage / Storage (SFHA) (Plc-5 (f) ) filly enclosed areas below the Base Flood Elevation shall be designed to preclude finished living space except allowable uses i.e., )larking limited storage and building access and shall be designed to allow for the entry and exit of flood waters to automatically equalize hydrostatic flood forces an exterior walls, The interior portion of such enclosed area shall Not be portioned of finished (flood resistant materials on y) into separate rooms or air conditioned. Design for complying with this requirement must be either certified by a professional engineer or architect or meet the following criteria (1) provide a minimum of two openings having a total area of no less than (I square inch for every square foot of enclosed area size Bottom of all openings shall be not higher than (1) foot above the grade. Highest Adjacent Grade - I1C-2 9z)"Shall mean the highest finished grade elevation on the ground surface next to proposed walls of the stmcture 11 C- 2 (gg) " Minimum Finished Grade shall mean the elevation established in Dade County Flood Criteria Ma at a specific development site or crown of road elevation of an existing adjacent road , which ever is higher (or waiver must be obtained) Site grading must be provided in a manner so as to retain run-off within the site and prevent run-off into adjacent property as wall as direct surface water run-off into lakes and canals. Project Engineer/Architect Date Signature / Seal The legend must be placed as part of the site plan . If not, then a signed and sealed copy must be attached to thejob copy as well as office set of set of plans. /— n / n n / I rILr tL /-\NL iNv rr_r\ i iiNr-v i FEATURES ON ADJACENT PROPERTIES & ACROSS THE STREET THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT & DISPOSAL SYSTEM INSTALLATION BOUNDARY OF RESERVE AREAS DRAIN FIELD DESIGN: ARC 24 CHAMBERS 39 X 15 SF EA. = 585 SE TRENCH DRAINFIELD W/ 293 SF RESERVE TOTALING MIN. Of 878 SF UNOBSTRUCTED AREA 1 1 /4" WAT. TO BE INCASED IN 2" PVC SCHD. 40 PIPE MIN. 2' AWAY IF ROM SYSTEM ZONING: VILLAGE OF MIAMI SHORES ZONE R-22.5 OCCUPANCY TYPE: SINGLE FAMILY BUILDING: FLORIDA BUILDING CODE- 6TH ED FBC2017 CONSTRUCTION TYPE: TYPE VB (RESIDENTIAL) PLANS SUBMITTED CONFORM TO THE TECHNICAL CODES. FOR BUILDINGS AND STRUCTURES, THE AFFIDAVIT SHALL STATE THE PLANS CONFORM TO THE LAWS AS TO EGRESS, TYPE OF CONSTRUCTION AND GENERAL ARRANGEMENT AND, IF STRENGTH, STRESSES, STRAINS, LOADS AND STABILITY. BRICK PAVERS WELL COMPACT SAND FILL BRICK PAVER DET. N.T.S. RUILDIRG ARE/4 BUILDING P OOTPRIUIT - 2,824 DU DOT COVERAGE--------28% 1 D � DI JDRR Ai0---2yJT9 GR 2UT, D FUNDER A/ 1,8�8 --R TTAF_ UNDERA OC- ---4y207 G' 1 /8..=1 '—U PLAN •.eee• • a•�e• ee••• a • s ,, n TYPICAL PLANT SPACING ROW SPACING 12" 10.4" 18" 15.6" 24" 20.8" 30" 26.0" 36" 31.2" 48" 41.6" 60" 52.0" �LANT: TRIANGULAR SPACING TYPICAL PLANT SPACING VARIES W/ SPECIES 2" APPROVED COMEMAVATE A� MINIMUM . • V� AND BACKFILL INSTRUCT• PRIOR. CONTAINERIZED SHRUB SHALL NOT BE PRUNED PRIOR TQ PLANTING: 36' APPROVED MULCH 2 CLEAR OF TRUNK TO ITSELF: SPACE PLANTS ADJACENT TO PAVEMENT SO THAT MATURED PLANT WILL NOT OVERLAP PAVEMENT MORE THAN 2". �PAVEMENNIIX PREP/ PLANTING 2:1 EXISTING PLANTING SOIL MIXED APPLY "TRI-NITE"UNDISTURBED' � II�III�I�IIIR 2:1 W/ EXISTING FERTILIZER AS SUBGRADE. SOIL. PER MANUFACTURER'S SHRUB PLANTING DETAIL UNDISTURBED INSTRUCTIONS N.T.S. SUBGRADE PRIOR TO MULCH. GROUND COVER PLANTING DETAILS ROOT PRUNED BALLED AND N.T.S. BURLAPPED ROOT PRUNED PALM W/ 1 /3" BALLED AND DO NOT CUT OF LOWER BURLAPPED LEADER. FRONDS TREE W/ 1/4" REMOVED. OF BRANCH 5 WOOD STRUCTURE CK 1/2" DIA. CLEATS 2" x THINNED OUT. BER HOSE 4" x 18" 12x24" STRIP OF D W/ DOUBLE STRAPPED TO NYLON GROUND AND 12 GAUGE TRUNK W/ CLOTH WRAPPED VA. WIRE, 3 STEEL BANDS: AROUND TRUNK YS PER TREE W/ 1" PLAY AND INTERLOCKING kR 24" APPROVED STAPLED TO E LOOP FOR COMPACTED ITSELF. OPER TENSION. MULCH 2" 24" APPROVED D PLASTIC CLEAR OF COMPACTED PE AT EACH TRUNK TO MULCH 2" CLEARY. ITSELF.OF TRUNK TOITSELF:WATER WOOD STAKE UCER. OF SUIT _ I ' ZNLANT SHRUB A LEVEL SO THAT f EW SOIL JUST __4 COVERS OLD. 2" WATER SAUCER UNLESS IN BED. FINISH GRADE. IIIIII -� II-IIIFERTILIZER AS wl IIIIII . III_III - INSTRUCTIONS IIIIII_IIIIII_IIIII ,,, • � • HEAD OF PALM MUST BE TIED W/ BURLAP STRIPS DURING DELIVERY AND INSTALLATION. WRAP 5 LAYERS OF BURLAP TO TRUNK AT POINT OF SUPPORT. 3 (2%4") WOOD BRACES, 1�20 APART. " WATER Qpp,,UCER. f H GRADE. • •. _ ' `'!1=IIIIII IIIIII=Ih�il- HE =111Oi- N=1111 -. ......—.— 3 it IIIII I- • I� • : • IIIII i. Ili II-' . II_�11111=IIIIII_IIIIII�III�=III • �, :���-�� ,� r��=`� • �11111=NIIIl=IIIIII=IIIIII-IIIII , = _ = = , : - . ' • = LANDSCAPING NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE HIDDEN BY SHRUBS. 2. NO MORE THAN 50% OF REQUIRED TREES CAN BE SAME SPECIES. 3. ALL PLANT MATERIALS SHALL CONFORM TO THE STANDARDS OF FLORIDA NO. 1 OR BETTER. 4. IRRIGATION SYSTEM SHALL MEET FLORIDA STATE STATUTES. THE SOURCE OF WATER FOR IRRIGATION SHALL BE BY CITY WATER WITH A 5/8" METER. 5. ALL TREE SPECIES SHALL BE A MINIMUM OVERALL HEIGHT OF 10 FEET WITH A MINIMUM CANOPY SPREAD OF 4 FEET AND MINIMUM TRUNK DIAMETER AT BREAST HEIGHT OF 2" AND A MINIMUM OF 4 FEET CLEAR WOOD IMMEDIATELY AFTER PLANTING. 40 PERCENT OF THE 6• HEDGES DSHALL BE MINIMUME2 NATIVE INHEIGHT(FULL BASE) PLANTED 2 FEET ON CENTER. 7, ALL TREES AND SHRUBS SHALL BE PLANTED WITH A MINIMUM OF 6 INCHES OF TOPSOIL AROUND AND BENEATH ROOT BALL. 8. A MINIMUM OF 2 INCHES CYPRESS MULCH (OR APPROVED EQUAL) OR GROUND COVER SHALL BE INSTALLED AT BASE OF EACH TREE AND THROUGHOUT HEDGE AND SHRUB PLANTING. 9. THE MINIMUM TOPSOIL DEPTH SHALL BE 6 INCHES FOR GROUND COVER AREAS, 4 INCHES FOR SEEDED GRASS AREAS, AND 2 INCHES FOR SODDED AREAS. 10.ALL TREES SHALL BE PROPERLY GUYED AND STAKED AT TIME OF PLANTING. 11.SOD TO BE ST. AUGUSTINE "FLORITAM" OR "BAHIA" FREE OF ALL PESTS OR DISEASE, IT SHALL BE LAID EVEN WITHOUT GAPS. 12.GROUND COVER AND SHRUBS TO BE LAID OUT IN A UNIFORM AND CONSISTENT PATTERN. 13.ALL PLANT MATERIAL SHALL HAVE AN APPLICATION OF SLOW- RELEASE FERTILIZER (AGRI- FORM OR SIMILAR) AT TIME OF INSTALLATION. 14.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES TO AVOID DAMAGE. 15.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANTS AND MATERIALS NECESSARY TO ACHIEVE A FULL AND COMPLETED APPEARANCE IN ALL PLANTING BEDS. 16.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE PROPER WATERING AND SAFEGUARD AGAINST DAMAGE OF ANY KIND DURING THE INSTALLATION UNTIL FINAL APPROVAL OF WORK. 1T ALL LANDSCAPE AREAS SHALL BE IRRIGATED BY A FULLY AUTOMATIC SPRINKLER SYSTEM ADJUSTED TO PROVIDE 100 % COVERAGE OF ALL LANDSCAPE AREAS. ALL HEADS SHALL BE OVERLAP AS PER MANUFACTURERS SPECIFICATIONS AND PERFORMANCE ADJUSTED TO 18.AOLLSLANDSCAPINGEACH MATER MATERIALS nTOSBELL BE FLORIDA5NO.L1DNTH A G GRADE OR BETTER. SOR, ETTER. 19.EXTERIOR LIGHTING CANNOT GENERATE MORE THAN (1) FOOT CANDLE LIGHT AT ANY PROPERTY LINE. 20.ALL EXTERIOR LIGHT SOURCE MUST BE RECESSED WITHIN THE STRUCTURE OR FIXTURE IN WHICH IS LOCATED. 21.ALL MECHANICAL EQUIPMENT TO BE SCREEN ON THREE (3) SIDES AS SHOWN WITH SHRUBS SIX (6) INCHES ABOVE THE ITEM TO BE SCREENED. 22.GRASS OR SOD SHALL BE PROVIDE IN ALL OPEN AREAS. INCLUDING SWALE AREA AS SHOWN ON PLANS. 23.ALL GROUND COVERED BEDS TO ABUT PARKING, BUILDING, SIDEWALKS, ETC_ IN A PERPENDICULAR LINE. 24-TREES SHALL BE OF SPECIES HAVING A 4' SPREAD 0 PLANTING (MATURE CROWN OF GREATER THAN (20) FEET) AND HAVING TRUNK(S) 8' TALL WICH CAN BE MAINTAINED WITH OVER FOUR FEET OF CLEAR WOOD. 1 1/2" DIA. MIN. TREES OR PALMS HAVING AN AVERAGE MATURE SPREAD OR LESS THAN (20) FEET MAY BE SUBTITUTED BY GROUPING THE SAME AS TO CREATE THE EQUIVELENT OF A TWENTY (20) FOOT CROWN SPREAD. SUCH GROUPINGS SHALL COUNT AS ONE TREE TOWARDS MEETING TREE REQUIREMENTS FOR ANY PROVISION HEREIN. 25.PALMS SHALL COUNT FOR NO MORE THAN (20) PERCENT OF THE TOTAL TREE REQUIREMENTS HEREIN AND SHALL HAVE A MINN. OF (6) FEET OF CLEAR WOOD. 26-SHRUBS SHALL BE MIN. (2) FEET FULL TO BASE (2) FEET O/C @ TIME OF PLANTING. 27.GROUND COVER SHALL BE PLANTED W/ A FIFTY % COVERAGE W/ ONE HUNDRED % COVERAGE 0 6 MONTH OF INSTALLATION. LANDSCAPING NOTES: 1, NO LARGER TREES SHALL BE LOCATED CLOSER THAN 12,0 FEET TO STREET LIGHT Z, NO PALM TREES MAY BE CLOSER THAN 7,0 FEET FROM STREET LIGHTS 3. ALL EXISTING TREES SHALL BE PRUNED PER ANSI-300 STD'S BY A CERTIFIED TREE TRIMMER 4. ALL PRUNING/REM❑VALS AND REL❑CATIONS SHALL REQUIRE A CITY PERMIT PRIOR TO WORK BEING PERFORMED, 5, IRRIGATION SYSTEM SHALL BE IN WORKING ORDER AND SHALL COVER ALL LANDSCAPED AREA 100% WITH 100% COVERAGE, 6. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL THAT IS DAMAGED, MISSING OR DEAD PRI❑R TO FINAL INSPECTION. 7, ALL MATERIALS SHALL BE FL, N❑,1 QUALITY OR BETTER AT TIME OF INSPECTION 8. NO TREES SHALL BE REMOVED OR RELOCATED WITH❑UT THE ISSUANCE OF A TREE REMOVAL PERMIT BY THE CITY OF FT. LAUDERDALE, LANDSCAPE LEGEND SYM NAME QUANTITY REMARKS cl,N'BU i_.-"ME3C7 2 STREET TREES 'BURSERA SIMARUUA> 12' MIN, HT, S -VER BUTTUNu/DllE 3 PROPERTY TREES (CNOCARPUS Er! .TL'S; 10' MIN. HT. �I TAMUA VET` a'U GROUND COVER �li� GLAPdDUL4RIA UPEf.�CSi 9 10 MIN, HT, C❑CD-PLUM 50 PROPERTY SHRUBS 18' MIN, HT, (CHRYS❑BALANUS / CACO) NEW SITE 1 /8' =1'-01, N.E. PLAN 93RD ST 9 Nj a �,. r N Lv r O Ln J W r� = r� 0 F- r7 O r7 O ro z LLJ J U Q J d 0 o W Lli w J L� p � W Q z � Of O J J U m = O U L i v DATE 15 APRIL 2019 •pe®c9 a•s••s •o m ...... ... . • a p ••pptltl s • a F- d V / LL_ 0 ry cf) w 0 w = z ; Qo N Q la L L ___ I p° Y pYpppY ppY.tl m pYpmVe • •4Y•p0 m p •YYYpY BUICDIk1U AREA BUILD11"IG EOCTPRINT 2,624 SE LOT COVERAGE — 28% 1 ST EL, UNDER A/C 2,370 SE 21\HDl, EL. UNDER A/C---1,828 SE TOTAL CI\IDER A/C— 4,207 SE I 14 d c 1 ST FLOOR PLAN THESE PLAf`JS HAVE BEEN PREPARED COMPLIANCE W/ THE BTH ED, EBC 2017 WIND CODE ASCE 7 10 EXPOSURE D 175 MPH IMPORTANCE CAT. 1 �0 MEAN RCCE HGT. 30e2 0 0 2ND FLOOR PLAN 141-8" 40'-4" / I Lv o Ln J � W ro 0 0z J � Q J o � W � z LLJ 0 LLJ J o c3 z w Q �ft� J �_ u O O ti J DATE 15 APRIL 2019 •E.t E Y Y i •BRB •' i ••E•tY • •sees• • u•a ••u a E ••ii• • a • • e • • LLl U W 0 �Q W o cl� U-) F-)w 0-)rK 0 W z (J� Qo Q N Q 0 77 C3 A-1 3/16"=1'-0" 3/16"=1'-0" irmlirmu GBQN irwam r- N W 0-) 0 Ln J � J C0 W � U r� LO ~ } o O N-) w = J Q Q U Q � L� W Q Q U Lu O J t� 00 c� w Q z J J U m OO = U LJ DATE 15 APRIL 2019 ...... ...... r • • •••..• ILJ U W 0 W o r� w w 0 z c=n Qo Q N O A-2 ■ POOL 1/4=1—U ai DATE 15 APRIL 2019 i--- Q (J� W o r� w 0 w z c=75 QN � Q � O �� A3 8"X8" PARAPET 8" C❑NC, SLAB SEE PLAN SEE PLAN — 36,00 NGV ) PRECAST SCUPPER T❑ — - DRTTN TRfT❑— — - D❑WNSPR❑UT AMC MG COOPER LEADER HEAD PARIS C❑NC. BM, _ SEE SCHD (+24,00 NGVD) (+11,00 NGVD) 4"X4" — DOWN SPOUT. CONIC, BM. SEE SCHD, 4"X4" DOWN SPOUT, 4"X4" — DOWN SPOUT, C❑NC SEE BM. SCHD. co u 1 DOWN SR❑UTS TO - EXTEND 12" AWAY ROM BLDG F❑UNDATI❑N 1-5,30 NOV ) 3�" METAL STUDS (25 GA.) @ 24" ❑C FOR DROP CL& FRAME OUT ATTACH TO C❑NC, W/ 6" RED HEADS @ 18" ❑C R-30 INSULATION 1' x 3" METAL FURRING @ 24' ❑,C, UNDER 1/2 DRYWALL AND PAINT _1" x 4" P.T. FIREST❑P (C❑NT) MAX. W-V D.C. C� k DRYWALL & PAINT _ I OVER 1"x2" METAL FURRING @ 16" ❑.C. R-4,1 INSULATI❑N 8" C,M,U, BLK. WALL 8" C❑NC, SLAB SEE PLAN 3�" METAL STUDS (25 GA.) @ 24" ❑C FOR DROP CLG, FRAME OUT ATTACH TO C❑NC, W/" RED HEADS @ 18" ❑C 1" x 3" METAL FURRING @ 24" D.C. UNDER 1/2 DRYWALL AND PAINT 1" x 4" P.T. FIREST❑P (C❑NT) MAX, 8`13" D.C. " DRYWALL & PAINT OVER 1'x2' METAL FURRING @ 16" ❑,C, "R-4,1 INSULATI❑N 8" C,M,U. BILK. WALL 8" C❑NC, SLAB SEE PLAN 16"X24" GRADI BM SEE SCHD. AUGERCAST PILE BEY❑ND SEE PLAN WALL SECT.—FF 3/4"=1'-0" 0 I C\1 0 _I INSULATION MATERIALS INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 25 8c SMOKE DEVELOPED INDEX NOT GREATER THAN 450 PER R302.10.1 WALL 8c CEILING WALL & CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 & SMOKE DEVELOPED INDEX NOT GREATER THAN 450 PER R302.9.2 AMG Copper Leader Head Paris AMG Copper Leader Head Paris AMG Copper Leader Head Paris YOUR PRICE: $ 1 44.20 Product 5KU:AMG-70002297 Quantity Brand: AMG Type: Gutter System Made In; Germany DE5CRIPTIONCU5TOMER REVIEW55HIPPING INFO Please contact us or call 770-405- 1060 to check lead times on this item prior to placing your order. Hand-crafted in Germany to the highest quality standards, our Paris Leader Head is used in both residential and commercial applications where a fine artisan style copper leader head rs desirable. The Paris Leaderhead from Germany This model comes standard with a 4" outlet. Custom outlet sizes may be ordered. Contact us for price and lead time. p7 o - O c�gt4N MARBLE FROM FLOOR TO MIRROR O O - -AMPi FROM FLOORING ILE ,LG 4 1't GYPSUM BOARDS IN TUBS, SHOWERS & WATER CLOSETS SHALL BE WATER RESISTANT GYPSUM BACKING BOARDS, FBC 2509.2 MOISTURE RESISTANT GYPSUM BOARD (GREEN BOARDS) CANNOT BE USED IN TUBS &SHOWERS AS PER MANUFACTURER RECOMMENDATIONS BATHROOM & CLOSET DOOR LOCK NOTES: BATHROOM & CLOSET DOOR LOCKS SHALL BE DESIGNED TO PERMIT OPENINGS OF THE LOCKED DOOR FROM THE OUTSIDE IN ANY EMERGENCY. BATHROOM & CLOSET DOOR LOCK NOTES: BATHROOM & CLOSET DOOR LOCKS SHALL BE DESIGNED TO PERMIT OPENINGS OF THE LOCKED DOOR FROM THE OUTSIDE IN ANY EMERGENCY. 3 1 /2" MT'L TOP PLATE NO. 25 GA YWALL + PAI SIDE 3 112" MT'L HORIZT. BRACE NO. 25 GA. 3 112" MT'L STUDS I NO. 25 GA. @ 24" - OC.. 3 112" MT'L CHANNEL ATTACH TO CONC. SLAB W 1 /8" TAPCON 5CKEW5 X 1 12' LONG. @ 1 8" O,C, 771111111 INTERIOR WALL SECTION 1 ° = 1 '-O" 32" MT'L STUDS 25 GA. I G" OC, FOR BATHROOM FIXTURES I (BATHROOM SIDE) A5 PER FBC 307.2, BATNTU SHOWER FLOORS WALLS ABOVE TU55 W/ INSTALLED SHOWER HEADS � IN 'SHOWER COMPARTMENTS I SHALL BE FINISHED W/ CEMENT FIBER OR GLASS MAT BACKING BD 5URFACE. SUCH WALL SURFACES 5IHALL EXTEND TO A HGT. OF NOT LESS THAN G' ABF. BATHROOM WALL FINISH I " = 1 '-0" N Lj a- o L J J LLJ �p r 1 I� U N �•`� O r-) z w U J _ U Q 0 W M Q w Q O O — o w o ry U D _J > 0 O W Q L_ DATE A -- 4 DOOR 5CHEDULE 5ym WIDTH SIZE x HEIGHT THR REMARKS DR1 2 — 39 099X109 099 1 3/4" FULL GLASS FRENCH ENTRANCE DRS. CAT. 2 SAFE GL. DR2 9 1 1 " 4 X 10 9 " O 3/16" 3 PANEL_ SLIDING GL. DR. CAT. 2 SAFE GL. DR3 15 699X10' 0" 3/16" 4 PANEL SLIDING GL, DR. CAT. 2 SAFE GL. DR4 7'_699X10' 099 3/16" 2 PANEL SLIDING GL� DR. CAT, 2 SAFE GL. DR5 0 9 10- 99 8 X10 9- " 0 3/16" 3 PANEL SLIDING GL. DR. CAT. 2 SAFE GL. DR6 29 699X10' 0" 1 3/4" ALUMINUM FRAME FRENCH DR FULL GL. CAT. 2 SAFE GL. DR7 2'-8"X10' 0" 1 3/4" FIBERGLASS EXTERIOR DR DR8 9- 2 " 9 g Xg- " 0 1 3/8" HOLLOW CORE INT. DOOR HANDICAP ACCESS DR9 2- 2' 699X89 099 1 3/8" HOLLOW CORE INT. DOOR HANDICAP ACCESS.) ) DR10 2'-6"X8'-0" 1 3/8" HOLLOW CORE INT. DOOR DR11 2 X89-099 - BI FOLD (FULL LOUVERED) DR18 5' 0"X89 0" 1 CLOSET SLIDING DOORS DR13 4'0"X8'099 - BI-FOLD DOORS INTERIOR FIN15H SCHEDULE LOCATION WALLS FLOORING CEILING BASE BD. FOYER DRYWALL MARBLE TILE DRYWALL WOOD * PAINT * PAINT MEDIA ROOM DRYWALL MARBLE TILE DRYWALL WOOD * PAINT * PAI NT BEDROOM# I DRYWALL MARBLE TILE DRYWALL WOOD * PAINT * PAI NT 13EDROOM#2 DRYWALL MARBLE TILE DRYWALL WOOD * PAINT * PAINT BEDROOM#3 DRYWALL MARBLE TILE DRYWALL WOOD * PAINT I PAI NT MASTER CERAMIC TILE MARBLE TILE DRYWALL WOOD BEDROOM * PAINT MASTER BATH CERAMIC TILE MARBLE TILE DRYWALL MARBLE TILE * PAINT BATHROOMS CERAMIC TILE MARBLE TILE DRYWALL MARBLE TILE (�P) * PAINT MASTER WIC DRYWALL CARPET DRYWALL WOOD * PAINT * PAINT LIVING ROOM DRYWALL MARBLE TILE DRYWALL WOOD * PAINT * PAINT FAMILY ROOM DRYWALL MARBLE TILE DRYWALL WOOD * PAINT #PAI NT DINING ROOM DRYWALL MARBLE TILE DRYWALL WOOD * PAINT � PAINT KITCHEN DRYWALL MARBLE TILE DRYWALL WOOD * PAINT * PAINT PANTRY DRYWALL MARBLE TILE DRYWALL WOOD � PAINT � PAINT LAUNDRY RM DRYWALL MARBLE TILE DRYWALL WOOD * PAINT t- PAI NT WINDOW SCHEDULE 5YM SIZE WIDTH x HEIGHT �� � � REMAf�KS 0 43"X 1 20" 3/ 1 G" 0.22 FIXED GL. U FACTO R fACTOR-0. .5 6 5 III "XG3" 3/ I G" HORIZ'T ROLLING (XOX) ® 53llX2(;" 3/ 1 G HORIZ'T ROLLING (XO) ® 2GllX2G'' 3/ 1 (S HORIZ'T ROLLING (XO) 3 4 "X 2 G" 3/ 1 G" HORIZ'T ROLLING (Xo) N W o Ln J � J QO W � = I� U 7 0 0 z = J � D O (J-) W w - c) D z J o w o 0 � d w Q z � � J J w J 5;_ Q U o O= O u w DATE 15 APRIL 2019 LS 2 W 0 2 2.1 Y A-5 COLUMN 5CMEDULE 160 Is 03 N N 1 -#5 IN CONC. FILLED CELL 0 �� @ ALL CORNER5 * MAX. 241, OC. (TYP) Ln - L 0 A L J N z —O �r C? 0 — I m ° 1 6'_gx X 5'-0" LONG (TO 112" R. Ln I F To L JI o #4 @ 1 211 OC N z 5-0" LONG (TOP) _0 Gil I /`II 1611 I %` I II I II I tI /`,l I II - 1011 7" K. 15 6 145 IN CONC. FILLED CELL @ ALL CORNERS t, MAX. 24" OC. (TYP) L O0 IL J I • ccj Ln N � - J • p'J m -1 -w Zr 1 • � N 1-9,1 x I N q r� x I I I CONC. SLAB SEE NOTE # I r 7'-7" J • II v _ L I J 4 � I N O O 1 4'-0lo " @ill ll • L I LA J� L — 15'-5 � L J FOUNDATION PEA 1 /4"=1'-0" c 4'-0" 1 5'-8" O I CONC. HAD N z SEE NOTE # 1 _0 o 4@I2OC -0" LONG (TOP) J - O� �o x O r I v 4 I J 12'-0" 12'-0" 12'-0" 71- I 1" IT I �O OV z �J 221��11 O - I I 0 - K I L N 14'—III I -1 1 1 '-811 I L _J 5-1 pnN T —F F 1 7'-411 0-2° L J 0 • 24'-2" N 8'-9" _; vI � I — C r i P OL OTHERS I UNDEF 5EPARATE PERMIT — L —J L— �T� ale G) ale 8-911 N 11 10'-911 2 1'-11111 1'-511 1 2'-1 1" 5YM 51ZE REINF 4-#G * #3 TIES 8"X 2" 511 O.C. 8"X I GIIX I G" 8-#G $ #3 TIES © 1111 COL. @ 811 O.C. G-#5 * #3 TIES C 811 8" OC 0 8"XGGII I G-#5 W/ #3 TIES @ ¢II OC O 8"X I GlIX811 84G W/ #3 TIE5 (T-COL.) @ 811 OC TF T54X4X 114 FILLED W/ GROUT r GLADE BEAM /FTG. PAD SCHEDULE 5YM SIZE REINF I G"X24" 34G TOP * BOT. W/ #3 TIES @ 24'' OC TH RU OI 345 TOP � BOT. W/ I G"X 16" #3 TIES @ 1 2" OC THRU OUT 0 16XIG II MONO. FTG 245 ® 24"X24"X I G'' -# 35 EA. WAY TOP THK. FTG. PAD BOT. 1 2"X I G" X4' G FTG 2-#5 36"X36" 16° G-#5 EA. WAY TOP THK, FTG. PADI BOT. AUGER PILE 5YM SIZE IO I G" DIA. N ❑2 I DESIGN LOADS: 2" DIA. LIVE LOAD= 40 P5F INSIDE RESIDENCE = 100 P5F OUTSIDE TERRACE DEAD LOAD= 25 P51' E REINF G-#G W/ #3 TIES IGil OC 44G W/ #3 TIES 1 2" OC PLAN NOTES: 1. PROVIDE 9" CONC. SLAB W/ #5 @ 10" OC EA. WAY BOTTOM, PLUS ADDED TOP BARS AS NOTED IN PLAN. USE 55000 PSI CONC. FOR SLAB 2. FOR ALL EXTERIOR WALLS PROVIDE REINFORCED MASONRY W/ #5 @ 24" OC, PROVIDE TIE COLUMNS EACH SIDE Of ALL OPENINGS OVER 6'-0". FILL CELLS W/ 3,000 PSI GROUT MIX CONCRETE W/ 9" SLUMP 3. VERIFY AND COORDINATE ALL DIMENSIONS W/ ARCHITECTURE BEFORE COMMENCEMENT 4. NOTE, PROVIDE 245 CONTINUOUS OVER ALL WALLS, TYP, 5. PROVIDE 3/4" DEPRESSION AT ALL EXTERIOR MASONRY WALL G. G.C. TO SUBMIT SIGNED * SEALED SHOP DWGS � SIGNED * SEALED CALC5. FOR THE STAIRS � RAILINGS JT W J-) N 0 Ln J I J w C-0 = rn C� M Ln z w U Q J J Q u� of LL w 0 F— O U Z W J LL)� C) c � Q z w J rn oz w J_ ] Q 0 U w DATE 15 APRIL 2019 LLJ U z L LI � Q W o w r0 Lj W 0-) 01-' O W N \Q 0 S-1 i COLUMN SCHEDULE 1 AI .11 Aril All A4 S5 1 L 5YM Rai u 5YM (15m-1) SIZE REINF 8"X 12" 4-#G * #3 TIES @ QII O.C. 8"X I G"X I G" 8-#G * #3 TIES 111 COL. @ 811 O.C. G-#5 #3 TIES 8"X24``' @ 8il OC 811X 1 G"X811 (T-COL.) T54X4X 114 BEAM SCHEDULE 51ZE 8"X 1811 8" 245 TOP * DOT. G45 W/ #3 TIES @ 8" OC 8-#G W/ #3 TIES @ 8" OC EI LLED W/ GROUT REINF W/ #3 STIRRUPS @ 8" OC. THRU OUT 245 TOP, MID. * DOT. (DM-2) 811X24" W/ #3 STIRRUPS @ 1 O" OC. THRU OUT W I GX57 WIDE FLANGE 245 TOP, DOT. * 445 (BM-4) 8"X3G" MID. W/ #3 TIE5 @ 1 2" OC THRU OUT (TB-1) 8"XIGil DESIGN LOADS: 245 TOP * DOT. W/ #3 TIES THRU OUT 1 2" OC THRU OUT LIVE LOAD= 40 P5F IN51DE RESIDENCE = 100 1`5F OUTSIDE TERRACE = 100 P5F 5TA1 R5 DEAD LOAD= 25 P5F N w a o J � i J CO w U in �— NO O z �MroW J U Q Q rK H o cnLLJ w U Z J LLJ Up of (-6 Of� � z w Q �ry J J J = N o j J U rn= o U LL DATE 15 APRIL 2019 PLAN NOTES: 1. PROVIDE 9" CONC. SLAB W/ #5 @ 1011 OC EA. WAY BOTTOM, PLUS ADDED TOP BARS AS NOTED IN PLAN. USE 5,000 PSI CONC. FOP. SLAB 2. FOR ALL EXTERIOR WALLS PROVIDE REINFORCED MASONRY W/ #5 @ 24" OC, PROVIDE TIE COLUMNS EACH SIDE OF ALL OPENINGS OVER 8'-01'FILL CELLS W/ 35000 PSI GROUT MIX CONCRETE W/ 9" SLUMP 3. VERIFY AND COORDINATE ALL DIMENSIONS W/ ARCHITECTURE BEFORE COMMENCEMENT 4. NOTE, PROVIDE 245 CONTINUOUS OVER ALL WALLS, TYP 5. PROVIDE 3/4" DEPRESSION AT ALL EXTERIOR MASONRY WALL G. G.C. TO SUBMIT SIGNED * SEALED SHOP DWG5 * SIGNED * SEALED CALCS. FOR THE STAIRS * RAILING5 I-- Q W o rq rq w 0-) � O w z = cf) Qo Q N Q 0 S-2 Lc L( ROOF- FRAMING PLAN I&"-Aawj ROOF DRAINAGE CALCULATIONS @ ROOF AREA=3, 1 72 5F A5 PER TABLE I I OG.7 W/ 5 IN. PER HR RATE OP RAINFALL WE ADOPT TO U5E G" (W) X 4"(H) SCUPPER W/ 2" ABOVE ROOF DECK THEREFORE 5"-2"= 3" HEAD = 1,730 5F PER SCUPPER 3,172 X 5 / 4= 3,9G5 REQ'D / 1 ,730= 2.3 SCUPPERS REQUIRED 1,730 X 4= G,290 5P PROVIDED 11 8 >-< LEGEND C❑NC, R❑❑E DECK �CUPPEP DETAIL Ns BEAM SCHEDU SYM SIZE (BM- 1 ) (i5M-2) (BM-3) (BM-4) b"X24" W I GX57 M OVER FLOW SCUPPER (811X411) @I ROOF PITCH/FLOW DIRECTION OF WATER 1 /4" SLOPE PER IT. OVER FLOW SCUPPER (811X411) MIN. 2" * MAX. 4" ABOVE ROOF REINS 245 TOP * DOT. W/ #3 STIRRUPS @ 8" OC. THRU OUT 245 TOP, MID. * BOT. W/ #3 STIRRUPS @ 1 0" OC. THRU OUT WIDE IJLANGE 245 TOP@OT. * 445 6"X3 G" MID. W/ #3 TIES @ 1 2" OC THRU OUT DESIGN LOADS: DEAD LOAD= 30 PSI` LIVE LOAD= 100 PSF OUTSIDE TERRACE = 100 PSF STAIRS PLAN NOTES: 1. PROVIDE 9" CONC. SLAB W/ #5 @ 1 0" OC EA. WAY BOTTOM, PLUS ADDED TOP BARS AS NOTED IN PLAN. USE 55000 P51 CONC. FOR 5LAL 2. FOR ALL PERIMETER PROVIDE CONC. CAP W/ 245 CONTINUOUS, AS 5F10WN IN ALL SECTIONS 3. VERIFY AND COORDINATE ALL DIMENSIONS W/ ARCHITECTURE BEFORE COMMENCEMENT N L>J � o L J I J CO w U ~ o O r-) w ,M = J U Q Q Q 0:� O Q Q W J O D J li O c� �W Q z J Z d J J Q U a] = O LL r � DATE 15 APRIL 2019 .asa �•eu® s • s •.1aw •u••s •ss.•a m • • s s i •• e a • • o i 1 I--- Q cn J ow E u t�9 w 0' o w z uCD N Q p O z S- 3 .•ec a• 0 0 s•••s i •onxo• e c •e• �Oy Y 1/4 =1 o" FOR TOP REINF'G SEE PLAN 9" CONC. SLAB \SEE PLAN m m G.C. TO SUBMIT SIGNED SEALED SHOP DWGS CALCULATIONS FOR STEEL CONC. BM. CONC. BM. SPIRAL STAIRS SEE SCHD. SEE SCHD. 0 0 N N WINDOW OPN'G 9" CO C. �S SCHD. SEE P AN SEE SCHD. WINDOW OPN'G \ CONC. BM. C NC. BM. ° EIf SCHD. o TT Elf SCHD. T ri 5#4 TOP XX @ 12" OC o (i b #5 BOT. ° _ 56 (� m @ 1 2' OC # TOP 121 _ WINDOW OPN'G 9" CONC. LA # BOT.� WIND W OPN'G ALUM. RAILING SEE SCHD. SEE PLAN @ 12"�� SEE HD. 711 SEE PLAN 20-TR-TI IRISERS@ EADS @ I " \ °° ALUM CROSS SECT. - 9" STRUCTURAL SLAB (TYP) GRADE BM\\\\ GRADE BM. \\ \\ GRADE BM. \\\\ \\ \SEE PLAN \\\ \\SEE LAN \ / \SEE PLAN AUGERCAST PILE AUGERCAST PIL 15EYOND5EEFLANN BEYOND SEE FL N \/\\/\ A\\\ \\ \\ AUGERCAST PILE BEYOND SEE PLAN STEEL BEAM TO BE WE ED INTO EMBED PLATE ALL AROUND 8"X 1 2" CONC (TYP) SECT. —SS 1 "=1'-0" L. #4 TRANS BAR X G'-0" LONG @ 1 2" OC H 81IX24" CONC. BM. SEE SCHD. 8"X I G" X 2" THK. EMBED PLATE W/ 4-3/4" DIA. NELSON STUDS CAST IN PLACE (TO RESIST 30,000# GRAVITY LOAD) CONC. WALL SEE SCHD. SEE PLAN LING \\\/\/ \G E M/RS \�/\SEE PLAN \ E BAN \\\ \ AUGERCAST PILE \ \\\\\\\\\\ \BEYOND SEE PLAN \\ \\\\\\ \\\\\\\\ AUG RCAST FILE\ \BEYOND SEE PLA 9" STRUCTURAL SLAB (TYP) 8"X I G" X 2" THK. EMBED PLATE W/ 4-3/4" DIA. NE STUDS CAST IN PLACE #4 REBAK WELD TO BM X 4" LONG SPACED @ 2411 OC —� 0 N O cn (+,36100 NGVD) (+124,00 NGVD) (+111,00 NGVD) (15,30 NGVD) lk"(+4.30 NGVD> #4 TRANS BAR X G'-0" LONG @ 1 2" OC 3.75 STEEL BEAM TO BE WE ED 811 INTO EMBED PLATE ALL AROUND 3.75 SS 8"X24" CONC. 8"X 12" CONC. COL. S4 BM. SEE SCHD. (Tyr) (TO RESIST 30,000# GRAVITY LOAD) SECT. —TT 1 "=1'-0" Lw w U v w Q = w Q W LD LLI Z N 0-) O = O Q0 O u� \ > u N i 2 J v y DATE 15 APRIL 2019 •a•es• ..••.. .... •„ a • • • a e •• e • LLI z LLJ -� �-- Q (, v) W o � w 0 w z cn Q N Q 0 S- 4 CONC. 5M. SEE 5CHD. 8"X8" PARAPET SEE PLAN m CONC. DM. SEE 5CHD. 9" CONC. SLAB SEE PLAN, GC. TO PROVIDE SHOP DWGS * CALC5 I OR GLASS RAILING FOR TOP REINF'G SEE PLAN SEE PLAN �_�1` I _ _I _ /%_ 9" CONC. SLAB SEE PLAN CONC. BM. SEE 5CHD. STEEL BM. STEEL BM. EE 5CHD. SEE 5CHD. 9" CONC. 5LA5 SEE PLAN 9" CONC. SLAB SEE PLAN 8"X8'' PARAPET SEE PLAN CONC. 5 SEE 5CH CONC. 5NJ SEE 5CHD. \\\\ \\\\\ GRADE 5M. GRAD M . \\\ SEE PLAN \\\SEE P LA \/\\ ' AU G E RCA5T PILE \\\\ AUGERCA5T PILE \BEYOND SEE PLAN\\\\\\ \\\ AUGERCA5T PILE /BEYOND SEE FL CROSS SECT -BB 1 /4 1,_ 0„ O m (+36,00 NGVD) (+2 00 NGVD) (+11.00 NGVD) (+5,30 NGVD) 64,30 NGVD)I w w o _ w Ln u N Ln _ U Ln W Q w o o J Q o � z o w L o > Q � L a 1 DATEv 15 APRIL 2019 • + s ue• • • e ueu�. • ••es • s s e mmee•• •ess •mean• e•e• e Y e e a• ee esem a u e m • O+V e , + ss a ••se V l \ L_L_1 0 z CD S- 5 9" CONC. SEE PLAN 8"X8" CO W/ 245� HAD (+36,00 NGVD) W/ 245 5 H O RAT n o n n n o 0 0 o n n D E'TA I L— A 145 VERT. @ 12 OC 3/4"=1'-0°° CON .WALL CONC. DM. SE SCI-1D. SEE SCND, 8"x12" CONC. TIE BEAM ^ O W/ 4 #5 (TYP. / 12" HOOK END -I CV 8"x12" CONC. COLUMN W/ 4 #5 & #3 HORIZONTAL TIES 0 8" O.C. SPLICE L BARS LEGS y #5NTOFOUDAATIONI I r in m < GRADE BM. N n (TYP.) --- CONC. COLUMN SPLICE DETAIL (TYP.) 3/4"=1'-0` 8"x12" CONC. ITIE BEAM WELD #4 REDARS X 4" LONG TO ANGLE @ 1 2" OC -H K. GLE ATTACH @ CA. MIJ W1 411 DIA. WEDGE ANCHOR BOLT X 4'' LONG DETAIL—XX 1 "=1'-0" (+24,00 (NGVD) •� • CONC. BM. SEE SCMD. XX O 56 m I � (+11,Ob NGVD) M. RAILING SEE PLAN W(f DOW OPN'G SEE SCMD. C+5,30 INGVD, t\ I`m; FOR TOP REINE'G SEE PLAN 9" CONC, HAD SEE PLAN • 3'-G" -I I! I #4 TOP II 8" CONC. LAB @ 1 2" OC SEE LAN #5 BOT. ° @ 1 2" OC ° 'OC @ 7" ° 1 20-TREADS @ I I SECT. -PP 3/8 =1'-0" 9" C NC. HADSEE TLAN CONC. BM. - SEE PLAN rl- Ld E o Lo w E � aoz Iq Ln �9 Lv LLI Q Q �o LLJ �zo Q O z U z W DATA 15 APRIL 2019 •Y • • 3 •oucW W U z W (n Q I. W t� 011 r-) cn w o W N Q C C S6 CONC. COLUMN SPLICE DETAIL (TYP.) 1 8"X8" PARAPET SEE PLAN C+36,00 CONC. DM. SEE 5CHD. 0 N 9" CONC. SLAB ,SEE PLAN 0 m BrZffillml (+11,00 NIGIVD) CONC. DI` SEE 5CHC ®C+5,30 N _CLG.� CONC. BM. _ SEE 5CHD. NC. SLAB SEE PLAN X/ 9" CONC. HAD 5EE PLAN 8"X8" PARAPET SEE PLAN CONC. DM. SEE 5CHD. CONC. DM. SEE 5CHD. CONC. E3M. 9" CONC. SLAB SEE PLAN ALUMINUM HANDRAIL \\SEE 5CHD. ID jj RADE 53M. \//'5EE PLAN x X/ j j \ j \ j \ j \ AUGERCAST AUGERCA5T PILE PILE , E PLAN \ �/ �/ �� /BEYOND SEE PLAN'. G SECT QQ A (+4,30 NGVD) GRADE BM. SEE PLAN Ii Z raj T w LL, -- J, LJ � CA_E W Q z Cl S IS W C 0 w N Q J LL 0 3/8"=1'-0" S 6.1 0 m C+36,0 C+24,0 C+IL00IIINGV ®m► 8"X8" PARAPET 5EE PLAN D) 9' 5EE CONC. P''AN CONC. BM. 5EE 5CHD. 5 L A 1 GC. TO PROVIDE SHOP DWG5 * CALC5 FOR GLA55 RAILING POOL BY �OTHERS�� GRADE BM. 51-E PLAN err� rrirAs�Fe�rNi G.C. TO SUBMIT SIGNED 5EALED SHOP DWG5 � CALCULATIONS FOR STEEL SPIRAL STAIRS 5EE P JC. 5LAB AN 8"X8" PARAPET SEE PLAN 9" CONC. SLAB 5EE PLAN CONC. BM. 5EE 5CHD. CONC. BM. SEE 5CHD. SEE PLAN/x \ /1 X/ \A\/ N w a- o Ln w z u 00 w = J Q _ Q _ 1„ < z U w o m " o J of = O uz � U,w J -> 0 (j J L DATE 15 APRIL 2019 ••♦• • a m a • aYa• Y •JY •ame•e ••a• ee F._-- W u z W C CIS W � Q 0 w Q� U r-) Lw 0-) 1h w 0 z � SECT.VV 3/8rr= g1 r-Orr s E2 2—#5 PER 8"—` DROP OVER ANY MASONRY OPENING 8" x 16" CONC. TIE BM. W/ 4—#5 (TYP.-)—� WINDOW OPENING DROP TIE BEAM SCHEDULE 1 "=1'-0" 30" MIN LAP OF 8"X16" COC. TIE BEAM W/ 4—#5 & 2—#5 BENT CORNERS 30" EA. WAY * F.B.C.-2121.2.3.3 TIE BM. TO BE CONTINUOUS REINFORCING IN STRAIGHT RUNS W/ LAPPING SPLICES NOT LESS THAN 30" CONTINUOUS SHALL BE PROVIDED @ CORNERS BY BENDING TWO BARS FROM EA. DIRECTION AROUND THE CORNERS 30" CONTINUITY @ COLUMNS SHALL BE PROVIDED BY CONTINUING HORIZ'T REINFORCING THRU COLUMNS OR BY BENDING HORZ'T REINFORCING IN THE COLUMNS A DIST. OF 18" TE BEAM DETAIL 3/4"=1'-0" z_ n Q 0 @ 4" ❑C #3 ® 24" O.C. (T ❑ R E . MAX. 1—#5 IN CONC. FILL CELL EACH SIDE OPENING (TYOP.) 2" DIA, ALUM, HA @ 36" ABOVE WELD @ ALL 6"X6"X2" THK, ALUM,PLATE WELDED & ANCHORED W/ (4) 4" DIA TAPCON SCREWS X 21" LONG (TYP) N 0 d U J JI I J Q0 w Ln O Q U � n N-) w S L Q Q o n o J O (r Ld � w Q z r J U N Q Lei > Q 6) S U U a � DATE 15 APRIL 2019 sees . sees s •sees• . . ...• sees sees .. sees.. sees.. . W U W Q � w W o c� cn r� w 0-' 0 �— z C/') Q N 0 z I S-7 sees.e& e e ...ass • . N.e•. ..... sees. sees.. sees.. sees., MIN. 7 1 TREAD NARRC Tf 1/2"0 ANCHOR BOLTS TO ra nr �nrnnnin nr�nic-rni inTinni PLEASE ADVISE REQUIRED PICKET SPACING TYPICAL PLAN AT UPPER LEVEL PLATFORMS FABRICATED TO SQUARE, ROUND, OR SPECIAL SHAPES. MAX. 4" OC � 3/16" CHECK PLATE TYPICAL PLAN AT LOWER LEVEL TYPICAL TREAD (2) 5/16" X 3/4" FLAT HEAD MACHINE SCREW (2) 5/16" X 1". FLAT HEAD MACHINE SCREW 1 5/16" OD ALUM. PIPE RAIL (STD © 36" HIGH) 1 5/8" OD ALUM. PIPE RAIL (STD @ 42" HIGH) STD 5/8" DIA STL BAR PICKETS ON 1 " X 1/2" AL CHANNEL J Q Q d Z Q O z O cn b I I Of O Q w O o O LL og w cn o cr,z cn = rn t� w � o cn w z o =Q cr 0No w w L g N = Z Z N V m 0 a 17 1 N 1 3/4"0 BAR HAND RAIL BRACKETS BALUSTER SECURED WITH PAD & 3/4" JAM NUT 10"X10"X1/2" THK. BEARING PLATE WELDED TO POST & ANCHORED TO CONC.DECK W/. 4-5/8" DIA. EXP. BOLTS X 4 LONG (3) 9/16"0 ON 9 1/2" BOLT CIRCLE HOLE FOR 1/2" BOLTS (BOLTS BY OTHERS) TRIM PIECE TO COVER CENTERPOLE SPIRAL RAIL (1 5/16" OD STD 1 /4" X 3/4" FLAT HEAD MACHINE SCREW 3/4"0 STL BAR BALUSTER MILLED TO EXACT PITCH 5" OD X 3/16 WALL ALUM. CENTERPOLE 5" SCH40 ALUM. PIPE HUB (6.625" OD) 3/8" X 3/8" SET SCREWS =LD DRILL CENTERPOLE RU #14(.182) HOLE IN HUB INSTALL 3/16" X 3/4" UM00VE PIN 8" CONC. SLAB SEE PLANS 19—RISERS @ 6" PER FLOOR 18—TREADS PER FLOOR SEE PLAN SPIRAL STAIR DET. 3/4"=1,_0f' Fl- N J 0, CD Ln J I J W Qu O o O >j 'q W = J U (J W < U Q � LLJ 0 0 - � o z J 0) :1-0 d o 0 z w CIL, J u Q 1 J DATE 15 APRIL 2019 s y®e e ••moms a aw• a•me s ® e • L L1 U z W C3 S-8 G E N E R A L: 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 SCALED FOR ROUGH -IN MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. 2, ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL OR SECTION IS SHOWN. 3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE SUBCONTRACTORS 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 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 GIVE 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. SHOP DRAWINGS & DELEGATED ENGING: 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 AND OTHER TRADE REQUIREMENTS, AND STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ENGINEERING DESIGN 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. 2. 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. 3. ALL SHOP DRAWINGS SHALL CONTAIN THE MINIMUM INFORMATION, OUTLINED IN THE FLORIDA BUILDING CODE 4. ALL DELEGATED ENGINEER'S SHOP DRAWINGS SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SHOP DRAWINGS SHALL CONTAIN ALL INFORMATION SHOWN ON THE STRUCTURAL PLANS (RELATED TO THE DELEGATED DESIGN) INCLUDING ALL DESIGN LOADS, IN ADDITION TO THE INFORMATION REQUIRED BY THE DELEGATED ENGINEER'S DESIGN. 5. THE ENGINEER OF RECORD SHALL REVIEW ALL SHOP DRAWINGS, PREPARED AND SIGNED AND SEALED BY THE CONTRACTOR'S DELEGATED ENGINEER, ONLY FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT, REQUIRED. LOADING AND COORDINATION WITH THE STRUCTURE DESIGNED BY THE ENGINEER OF RECORD. 6. CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD, ONLY ONE SET OF SEPIA AND ONE SET OF BLUE PRINTS OF THE STRUCTURAL SHOP DRAWINGS FOR ENGINEER'S REVIEW, BEFORE STARTING FABRICATION. THE ENGINEER WILL RETURN THE MARKED -UP AND STAMPED SEPIA TO THE ARCHITECT. THESE SEPIA COPIES SHALL BE USED TO MAKE PRINTS AS REQUIRED FOR HE SHOP DRAWING DISTRIBUTION. SETS OF BLUE PRINTS (WITHOUT SEPIA) WILL NOT BE ACCEPTED. CONSTRUCTION MEANS AND METHODS: 1. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF THE FLORIDA BUILDING CODE AND ALL LOCAL, STATE AND FEDERAL LAWS. 2. 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. 3. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, RAILINGS, OBSTRUCTIONS IN THE STREETS, ROADS OR SIDEWALKS AND ALL TRENCHES OR PITS ADJACENT TO PUBLIC WALKS OR ROADS. 4. 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. 5. 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. 6. THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT PROPERTY APPLICABLE CODES 1. FLORIDA BUILDING CODE 2017 6Th. EDITION 2. A.C.I. 318-08 FOR REINFORCED CONCRETE. 3. A.C.I. 315-08 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT MANUAL OF STANDARD PRACTICE FOR DETAILING 4. A.C.I. 530-08 AND A.C.I. 530-1-08 FOR REINFORCED MASONRY 5. A.I.S.C. STEEL CONSTRUCTION A.S.D. FOR STRUCTURES STEEL NINTH EDITION. 6. ANSI / AWS D1.4. 7. A.S.C.E. 7-10 FOR WIND ANALYSIS AND DESIGN & A.S.T.M. STANDARDS AND SPECIFICATIONS AMERICAN SOCIETY FOR TESTING AND MATERIALS 9. AMERICAN FOREST AND PAPER ASSOCIATION: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (N.D.S.) 10. APA. THE ENGINEERED WOOD ASSOCIATION. 11. NATIONAL PEST CONTROL ASSOCIATION STANDARDS. GENERAL STRUCTURAL NOTES (Florida Building Code -RESIDENTIAL 2017 6th. Edition) STRUCTURAL OBSERVATIONS: 6 COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS 1. THE ENGINEER OF RECORD MUST BE RETAINED AS THE STRUCTURAL INSPECTOR, AND NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONCRETE PLACING OR OTHER OPERATIONS THAT WILL CONCEAL STRUCTURAL ELEMENTS. UNLESS EVERY STRUCTURAL ELEMENT WAS ADEQUATELY OBSERVED BY THE STRUCTURAL ENGINEER -OF -RECORD (OR HIS REPRESENTATIVE), THE ENGINEER WILL NOT ISSUE THE REQUIRED "STATEMENT OF INSPECTION". 2. IN THE EVENT THAT THE ENGINEER OF RECORD WERE NOT RETAINED TO PERFORM STRUCTURAL OBSERVATIONS, THE OWNER AND THE CONTRACTOR MUST NOTIFY THE BUILDING DEPARTMENT AND OBTAIN AN APPROVAL OF THE ENGINEER ENGAGED TO PERFORM THE INSPECTIONS, BEFORE START OF ANY STRUCTURAL WORK. 3. IT IS UNDERSTOOD THAT THE ENGINEER WILL NOT BE HELD RESPONSIBLE AND LIABLE FOR ANY OF THE CONTRACTOR'S WORK WHICH WAS NOT PROPERLY OBSERVED BY THE ENGINEER -OF -RECORD (OR HIS REPRESENTATIVE) OR FOR ANY WORK, APPROVED BY THE INSPECTING ENGINEER (OTHER THAT THE ENGINEER -OF -RECORD) WHICH MODIFIES OR CHANGES THE STRUCTURAL PERMIT RECORD DOCUMENTS. S11. TRUCTURAL DESIGN CRITERIA: 1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE - (2017 6Th. EDITION) AND OTHER REFERENCED CODES AND SPECIFICATIONS. ALL CODES AND SPECIFICATIONS SHALL BE LATEST EDITION AT TIME OF PERMIT. 2, WIND LOAD CRITERIA: GCPI f 0.18 BASED ON ANSI/ASCE 7-10 BASIC WIND VELOCITY 170 MPH, OCCUPANCY CATEGORY II (AT HURRICANE OCEANLINE), EXPOSURE "C". 3. ROOF DESIGN LOADS: DEAD LOADS: . . . . . . . 25 PSF LIVE LOADS: . . . . . . . 30 PSF 4. FLOOR DESIGN LOADS: DEAD LOADS: . . . 25 PSF LIVE LOADS: . . . . . . . 40 PSF 5. WIND NET UPLIFT ON ROOF TRUSSES: S-3 CONCRETE AND REINFORCING: 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" 2. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE WITH "HOT WEATHER CONCRETING" 3. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH OF 5,000 P.S.I. AT 28 DAYS. MAXIMUM SLUMP 4". 4. 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 LAP SPLICE PER A.C.I. 318-02 SEC. 12.2.3,30.5" MIN 5. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS: GRADE Bc-HMS: (BOTTOM) . . . . . . . . . . . 3" (TOP & SIDES) 2" EXTERIOR SLABS ON GRADE: (BOTTOM) . . . . 2" (TOP) 1-1/2" COLUMNS AND BEAMS: (TO THE TIES) . . . 1-1/2" R 1, 15 Q/ I o THE NAT E D CHARACTER OF THE SOIL CONDITION BENEATH THE STRUCTUR -0OTING HAS BEEN OBSERVED TO HAVE UNDISTURBED SAND AND CK PRESUMED TO HAVE AN ALLOWABLE BEARING CAPACITY OF 2,000 S AT THE TIME OF CONSTRUCTION, A FLORIDA REGISTERED ENGINEER SHAL PROVIDE A SIGN AND SEALED WRITTEN REPORT VERIFYIN ACTU SOIL BEARING VALUES. STATING THAT THE SOIL BEARING ARE AS ASSUMED. 6. STRUCTURAL STEEL (CHIP. 22 6TH ED FBC 2017) A. STRUCTURAL STEEL WORK SHALL COMPLY WITH AISC "SPECIFICATIONS FOR THE DESIGN FABRICATIONS AND ERECTIONS FOR BUILDINGS" AS IT APPEARS ON THE MANUAL OF STEEL CONSTRUCTION, LATEST EDITION. B. STRUCTURAL STEEL SHAPES, BARS' PLATES AND PIPES SHALL CONFROM TO ASTM A36. fy = 36 KSI. VERTICAL REBARS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM OF 18 INCHES, U.O.N. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. PROVIDE STANDARD HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NONCONTINUOUS COLUMNS (U.O.N.). 7. ALL DOWELS FOR COLUMNS SHALL BE SECURED IN POSITION PRIOR TO CONCRETING. PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT PERMITTED. 8. 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 NONCONTINUOUS EDGES (U.O.N.). ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS AS REQUIRED (U.O.N.). 9. 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). 10. SEE PLAN FOR MINIMUM SIZE CONCRETE TIE BEAM REQUIREMENTS REINFORCED MASONRY WALLS: 1. HOLLOW LOAD -BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE I, GRADE N, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NET AREA OF f'm=1,500 (PSI). 2. SPECIAL INSPECTOR SERVICES ARE REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. THE SPECIAL INSPECTOR SHALL INSPECT THE PLACING OF THE REBARS IN THE CELLS, VERIFY CLEANLINESS OF THE CELLS TO BE GROUTED, AND OBSERVE THE PLACING OF THE GROUT OR CONCRETE INTO THE CELLS. 3. MORTAR SHALL CONFORM TO ASTM C-270, TYPE "M" OR "S". 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING, 5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS. 6. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW OF THE ENGINEER. 7. VERTICAL REINFORCING: (A) ASTM A-615 PER REINFORCING SECTION. (B) WHEN 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, EVEN THOUGH IT IS IN A CELL ADJACENT TO THE VERTICAL WALL REINFORCING. (C) VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL. LAP 48 BAR -DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN REINFORCING SECURED IN POSITION. (D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR 'NALL 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. (E) TC-1 REINFORCING SHALL BE #5 VERTICAL IN CONCRETE FILLED CELLS WHERE INDICATED ON PLANS. (F) ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BOND BEAMS AT THE NON -CONTINUOUS END OF THE REBARS. (G) PROVIDE INSPECTION HOLES AT THE BOTTOM OF EACH REINFORCED MASONRY CELL, AS REQUIRED FOR LIFTS HIGHER THAN 5 FT. MAX LIFT TO BE 8' ON H. 8. HORIZONTAL REINFORCING: PROVIDE GALVANIZED #9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY SECOND BLOCK COURSE (1'-4" O.C. VERTICALLY) LAPPED 7-1/2". PROVIDE SPECIAL HORIZONTAL REINFORCING AT "T" AND 1" INTERSECTION. ANCHOR TO COLUMNS WITH MINIMUM 4" 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. 10. CELL FILLING CONCRETE SHALL BE "PEA DOCK" CONCRETE MIX (8" TO 9" SLUMP) OR GROUT WITH f'c=3,500 PSI MIN. AT 28 DAYS. 11. LINTELS: A. THE CONTRACTOR SHALL PROVIDE PRECAST CONCRETE OR CAST -IN -SITE LINTELS AT THE HEADS OF ALL OPENINGS IN MASONRY WALLS NOT EX- CEEDING SIX (6) FEET IN WIDTH WHERE BEAMS HAVE NOT BEEN SPECIFIED. FOR OPENING ADJACENT TO CONCRETE COLUMNS - THE LINTEL SHALL BE CAST -IN -PLACE WITH THE COLUMN. B. LINTEL MAY BE INTEGRAL WITH THE STRUCTURAL OR TIE BEAM WHEN HEAD OF THE OPENING IS 16 INCHES OR LESS BELOW. CONTINUE BEAM'S TYPICAL BOTTOM REBARS THROUGH AND ADD 2-#5 BOTTOM TRUSS BARS AT DROPS AND 2-#3 STIRRUPS AT 6 INCHES O.C. EACH END AT DROP, C. MINIMUM BEARING FOR ALL LINTELS 8 INCHES EACH SIDE OR PROVIDE DOWELS AND POCKETS IN ADJACENT CONCRETE COLUMNS. D. LINTEL TO BE MINIMUM OF 8 INCHES DEEP WITH 2-#4 TOP AND BOTTOM FOR CLEAR SPANS LESS THAN 6 FEET, 12 INCHES DEEP WITH 2-#5 TOP AND BOTTOM AND 2-#3 STIRRUPS AT 6 INCHES D.C. EACH END, FOR SPANS GREATER THAN 6 FEET (UP TO 8 FEET). CALL ENGINEER FOR SPANS LARGER THAN 8 FEET WITH NO SPECIFIED BEAMS OR LINTELS OVER. TERMITE PROTECTION COMPLIANCE GENERAL CONTRACTOR TO PROVIDE A CERTIFICATE OF COMPLIANCEBY LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT AS PER FBC 2010 EDITION "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" STRUCTURAL WOOD 1. TO CONFORM TO RULES OF THE MANUFACTURER'S ASSOCIATION UNDER WHOSE RULES THE LUMBER IS PRODUCED. (SEE SUPPLIER'S SPECIFICATIONS). 2. TO BE AIR DRIED, WELL SEASONED AND GRADE MARKED AT MILL. 3. TO BE NO. 2 SOUTHERN PINE 4. ALL STRUCTURAL WOOD TO BE SURFACED FOUR (4) SIDES (S-4-S) WITH A MINIMUM FIBER STRESS IN BENDING OF 1,200 P.S.I. AND A MAXIMUM MOISTURE CONTENT OF 19 PERCENT. 5. ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY OR OTHER CEMENTATIOUS MATERIALS SHALL BE TREATED TO COMPLY WITH AWPA STANDARD LP-2. 6. STORE ALL LUMBER ABOVE GRADE OR FLOOR. STACK TO ALLOW PROPER AIR CIRCULATION AND PROTECT FROM WETTING WITH SUITABLE COVER. WOOD TRUSSES THE BUILDING CODE REQUIRES THE ENGINEER -OF -RECORD TO INCLUDE WITH ALL RECORD PLANS COMPLETE TRUSS FRAMING PLANS, INCLUDING ALL CONNECTIONS AND LOADING DATA, TO THE BUILDING DEPARTMENT FOR PERMIT. THE TRUSS DESIGNER -DELEGATED ENGINEER MUST FOLLOW THE LAYOUT OF THE TRUSSES AND GIRDER -TRUSSES, AS SHOWN ON THE STRUCTURAL FRAMING PLANS. IN THE EVENT THAT THE TRUSS DESIGN ENGINEER REQUIRES A CHANGE IN THE LAYOUT, HE MUST CONTACT THE ENGINEER -OF -RECORD (AS SOON AS POSSIBLE AND DURING THE DESIGN PHASE) AND PROVIDE THE PERTINENT INFORMATION (LOCATION AND MAGNITUDE OF LOADS) TO THE ENGINEER -OF -RECORD. IN THE EVENT THAT SUCH COORDINATION DID NOT TAKE PLACE, PRIOR TO PERMITTING OF THE PROJECT, THE OWNER OR CONTRACTOR SHALL PROVIDE TRUSS SHOP DRAWING, FOR A/E REVIEW, PRIOR TO START OF FOUNDATION CONSTRUCTION. THE STRUCTURAL FRAMING PLANS OF RECORD, WILL BE MODIFIED TO INCLUDE ALL THE INFORMATION CHANGED ON THE SHOP DRAWINGS, AND NEW FRAMING PLANS WILL BE ISSUED (AT ADDITIONAL COST). NO FOUNDATION WORK SHALL BEGIN BEFORE THE STRUCTURAL ROOF AND FLOORS TRUSS FRAMING PLANS HAVE BEEN VERIFIED AND COORDINATED WITH THE ENGINEERED TRUSS SHOP DRAWINGS. 1. DESIGNED AND FABRICATED IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENERS" BY NFPA 2. TRUSSES SHALL BE DESIGNED, SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER, WHO SHALL BE ASSIGNED AS A DELEGATED ENGINEER FOR THE CONTRACTOR. THE DELEGATED ENGINEER 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. 3, SHOP DRAWINGS SHALL COMPLY WITH THE FLORIDA BUILDING CODE, REGARDING MODIFICATION OF THE FRAMING (FROM THE ONE SHOWN ON THE STRUCTURAL PLANS), INDICATING ALL PERMANENT BRACING (AS SHOWN ON THE STRUCTURAL PLANS) AND INDIVIDUAL MEMBER BRACING. 4. TRUSS DESIGNER ENGINEER SHALL INDICATE THE NET WIND UPLIFT REACTIONS FOR EACH TRUSS AND GIRDER TRUSS. EACH TRUSS SHALL BE STRAPPED TO THE SUPPORT WITH A HURRICANE STRAP (AS PER DETAIL ON PLAN). THE SIZE OF STRAP AND AMOUNT OF NAILS SHALL BE SELECTED BASED ON THE UPLIFT DATA OF THE STRAP AND THE TRUSS SHOP DRAWINGS. 5. ALL SEATS FOR THE WOOD GIRDER TRUSSES HAVE BEEN SPECIFIED BY ED LANDERS, IN COORDINATION WITH LOCATION AND LOADING INFORMATION PROVIDED ON THE PRE-ENGINEERED WOOD TRUSS SHOP DRAWINGS. 6. 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 REQUIRED BY TRUSS DESIGN. 7. TRUSSES SHALL BE INSTALLED WITH OUT OF PLUMB AND OUT OF PLANE TOLERANCES, AS PER THE "TRUSS PLATE INSTITUTE" (SHOWN ON THE ROOF PLAN). ANY TRUSS EXCEEDING THE SPECIFIED TOLERANCE MUST BE REALIGNED OR REPLACED. 8. INSTALLATION OF TRUSSES LONGER THAN 35 FT. OR HIGHER THAN 6 FT. SHALL BE MADE UNDER THE DIRECT SUPERVISION OF A LICENSED BUILDING OR GENERAL CONTRACTOR OR A LICENSED STRUCTURAL ENGINEER OR ARCHITECT. PLYWOOD ROOF DIAPHRAGM: 1. ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "A.P.A. DESIGN/CONSTRUCTION GUIDE - DIAPHRAGMS- AND THE FLORIDA BUILDING CODE. 2. PLYWOOD ROOF DECKING SHALL BE 19/32" MINIMUM THICKNESS, AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. 3. CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH 10d GALV. NAILS, SPACED AT 6" O.C. MAX. AT SUPPORTED EDGES AND AT 6" O.C. ALONG THE INTERMEDIATE SUPPORTS. GABLE ENDS NAIL SPACING SHALL BE 4" ON CENTERS MAXIMUM. 4. INSPECTIONS: COMPLY WITH THE FLORIDA BUILDING CODE AND COUNTY REQUIREMENTS FOR INSPECTIONS (BY THE COUNTY, ARCHITECT OR ENGINEER) OF SPECIFIED COMPONENTS OF THE ROOF STRUCTURE REQUIRING INSPECTIONS. r.. o . LL_1 Q0 Z r� U o O G = J U U LL I Q w fl w 1 J o O O c 0 J Q U z N 0, O Z w O n J U iw w j � J A 15 APRIL 2019 tee•® a s• a ..a•••• •• • goovuu SI ooao s • e _m••e• eu • ••s• .. W L LI c� � Q ) Li 0 r� W O W z U� N Q O z S-9 i" CD. DISCH & EXTE 1' FL-. M[ UHUH IcHL LAH TO BE THK & SHALL SCREEN COVER R VENT 26 GA. AiL W/ DAMPER UNIT MIN. SEER 16.0 AVAILABLE VOLTAGE 208/230/1-60 CIRCUIT BKR, MIN. AMPERES 25/25 CIRCUIT BKR. MAX, AMPERES 40/40 SUCTION LINE DIAM. 1 1/8, LIQUID LINE DIAM, 5 /16' CALCULED TOT, COOLING CAP. L- moo. AVAILABLE VOLTAGE 208/240-1-60 NUMBER OF STEPS 1 FILTER TYPE PERMANENT CFM 2000 HEAT Ckw> 10.0 @ 240V NJ ro Ln L 0 N W N 00 n I� W r— CD CD 00 LL p O z o � N z © Q J w z z G n Q z Q Q r7 LL O LL{ J U 0 11 DATE 15 APRIL 2019 M-1 4°D BACK DRAFT DAMPER CELING FLAT ROOF CAP TO BE PROVIDED W/ CORROSION RESISTANT SCREEN 26 GA. METAL DUCT EXH, FAN SUPPLY AIR PLENUM RECTANGULAR DUCTS W/ R-6 INSULATION W/ R-6 INSULATION RS&RL PIPING TO AHU TO BE MECHANICALLY CU—i FOR CONT. ATTACHED TO S/A & R/A SEE PLAN ROOF TRUSS SPACE DUCT AS PER FBCR-1601.4.1.E UNIT TIGHT TO PLENUM 1 4 JA HU CLOSETS TO BE PROVIDED W/ 2" FOAM SEAL—,'.(T .) MIN.4" CLEARANCE ON ALL CLOSET IDES OF A.H.U. R-4.2 INTERNAL PARTITION INSULATION 3/4" SAFE—T—SWITCH (AUXILLARY FLOAT SWITCH) MFR. SMD RESEARCH, INC., BOCA RATON, FL. AIR HANDING MODEL NUMBER SS2 AS PER FMC SEC.307.2.3 UNIT FILTER NOTE: AHU CLOSET TO BE 12" WIDER THAN AHU AS PER HEIGHT TO BE 1-1/2" x 1-1/2" x 1/4" 2017 FBCR—Ml305.l.l DETERMINED 3/4" C:D. ANGLE ALUMINUM SUPPORT AT JOB SITE STAND GRILLE 1 AIR INLET 1 1 CD. PUMP 3J4" C.D. ABOVE CONC. SLAB MODEL: N U T O N E X N 5 0 C"I 50 C F M [!!DETAIL IS DIAGRAMMATIC, SEE PLAN FOR CORRECT ORIENTATION OF DUCTS, RS & RL PIPING EXHAUST FAN DETAIL / A.H. UNIT MOUNTING DETAIL N.T.S. — — — — — — — — — — — — — — — — — — — — — —I I I I CU CU I #I #2 I I I I I I I I I I I I I I I I I I I i I I I I I I I I— — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — J NOTE: NUMBER & SPACING OF SUPPORTS AS RECOMMENDED BY EQUIPMENT MANUFACTURER PIPE SUPPORT SHOWN IS TYPICAL FOR (4) MIN 5/16" GALV. STL. BOL CLEARANCE 18" MIN. OR HIGHER AS REQUIRED BY 2010 FBC TABLE 1509.7 EQUIPMENT BASE ALUM. STAND - MANUFACTURED BY F & L co ALUMINUM PARTS, INC. N OA. #18- 0828.09 GALV. STEEL PITCH PAN OVERFILL W/ HOT PITCH CONC. ROOF DECK ----(4) 3/8" WEDGE ANCHOR SEE STRUCTURAL PLAN BOLTS X 3j" LONG COND. UNIT SUPPORT DET. N.T.S. HVAC DESIGN CHART HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR (S) X FIRE DAMPER (S) X FIRE RATED ENCLOSURE x FIRE RATED ROOF/FLOOR X FIRE RATED CEILING ASSEMBLY X FIRE STOPPING x PVC CAP WITH 1/8" DIA. HOLE DRILLED ON TOP FOR VENT PVC SCH. 40 PIPING -1 /2" P-TRAP 3/4" CONDENSATE DRAIN PIPE ABOVE FLOOR SLAB FOR CONT. SEE PLAN, THIS DRAWING z N /aMS1130 CONDENSATE DRAIN PIPING DETAIL N.T.S. LOW VELOCITY SUPPLY AIR PLENUM R-6 INSULATION SEAL DUCT JOINT WITH DUCT SEALER & TAPE INSULATED FLEX DUCT R-6 INSULATION / SEAL DUCT JOINT WITH DIFFUSER — DUCT SEALER & TAPE A/C GENERAL NOTES: 1. THE WORK THAT IS TO BE DONE UNDER THIS HEADING INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, PERMITS, FEES INSPECTIONS, TESTS, INSURANCE, ETC. REQUIRED FOR THE COMPLETION OF THE AIR CONDITIONING SYSTEM SHOWN ON THE DRAWINGS AND/OR LISTED BELOW. 2. VENTILATION DUCTWORK SHALL BE GALVANIZED STEEL WITH GAUGES, DUCT CONSTRUCTION, BRACING AND SUSPENSION IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE LATEST EDITION OF THE A.S.H.R.A.E. GUIDE AND S.M.A.C.N.A. STANDARDS. DUCT SIZES SHOWN ARE "INSIDE" DIMENSIONS. VERIFY EXACT LOCATION OF DUCT WITH RESPECT TO STRUCTURE BEFORE FABRICATION. 3. FLEXIBLE DUCT SHALL BE STEEL HELIX WIRE ON 7/8" CENTERS, ENCAPSULATED IN A CONTINUOUS SOFT VINYL FILM, JOINED BY MOLECULAR WELDING TO FORM AN AIR TIGHT INNER CORE. THE CORE IS TO BE INSULATED WITH FIBERGLASS INSULATION (R-6), AND SHEATHED IN A REINFORCED, ALUMINUM METALIZED POLYESTER VAPOR BARRIER JACKET. PROVIDE SPIN COLLAR WITH DAMPER AND EXTRACTOR WHERE FLEXIBLE DUCT IS CONNECTED TO RECTANGULAR DUCTWORK. DAMPER ACTUATOR SHALL BE EXTENDED OUTSIDE INSULATION. 4. AIR CONDITIONING SUPPLY AND RETURN DUCTWORK SHALL BE 1-1/2" (R-6 MIN.) FIBERGLASS U.L. 181 LISTED, CLASS I AIR DUCT. DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH S.M.A.C.N.A. STANDARDS. (R-6 TOP LEVEL. R-4.2 IN OTHER LEVELS). 5. TEMPERATURE CONTROL SHALL BE A ROOM THERMOSTAT FOR HEATING/COLLING WITH STAGES AS REQUIRED. 6. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. 7. MECHANICAL CONTRACTOR SHALL VERIFY DIRECTION OF EXISTING STRUCTURE BEFORE INSTALLATION OF EQUIPMENT AND DUCTWORK. SHOULD ANY DISCREPANCIES BE FOUND CONTACT ARCHITECT/ENGINEER. 8. VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER RECOMMENDATIONS TO ELIMINATE ANY EQUIPMENT NOISE FROM BEING HEARD. 9. GUARANTEES: A. ALL COMPRESSOR MOTORS ON NEW EQUIPMENT FURNISHED UNDER THIS CONTRACT SHALL HAVE A 5 YEARS PRODUCT GUARANTEE FROM DATE OF START-UP. B. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN 1 YEAR FROM DATE OF ACCEPTANCE. 10. TESTING: A. ALL REFRIGERANT HIGH SIDE PIPING TO BE 300 PSIG. LOW SIDE TO 150 PSIG. AFTER TESTING, EVACUATE SYSTEM TO 28% MERCURY GAUGE PRESSURE WITH VACUUM PUMP. HOLD FOR 25 HOURS WITH PUMP OFF. BREAK VACUUM WITH REFRIGERANT. B. BALANCE AIR SYSTEM TO DELIVER QUANTITIES AT EACH OUTLET WITHIN 5% USING A.A.B.C. PROCEDURES AND TESTS. SUBMIT AIR BALANCE TEST RESULTS FOR APPROVAL PRIOR TO FINAL INSPECTION. 11. REFRIGERATION SUCTION PIPING SHALL BE INSULATED WITH 3/4" IN- COAFLEX. ARMAFLEX INSULATION MAY ONLY BE USED IN NON -PLENUM AREAS. FINISHED WHERE EXPOSED WITH 2 COATS OF WHITE LATEX PAINT AS PER MANUFACTURER'S INSTRUCTION. 12. ALL REFRIGERANT PIPING SHALL BE TYPE "K" HARD COPPER, TOGETHER WITH WROUGHT COPPER SOLDER FITTINGS. JOINTS SHALL BE MADE WITH SILVER SOLDER OR "SILFOS". ALL CONDENSATE DRAIN PIPING TO BE SCHEDULE 40 TYPE II HIGH IMPACT PVC WITH SLIP JOINT FITTING OF THE SAME MATERIALS WITH AN APPROVED SOLVENT INSTALLED IN A MANNER RECOMMENDED BY THE FITTING MANUFACTURER. 13. ALL WORK SHALL CONFORM WITH THE MECH. BLDG. CODE 2001, 2002 REVISIONS. AND ALL OTHER APPLICABLE STATE AND LOCAL REGULATIONS AND ORDINANCES. In 00 Cn N Cd I 00 LLJ oo r (n r7 00 LL_ o r`) O Z O N Z Q J O Ld UJ w Z Z 0 d 0 Q r) O W Li J v ```"„pp�M _per ffi("1�7rj�ry PPP O �i i°Yi I i r�. e�- d 15 APRIL 2019 W W n U) Q v J (n � W o Ld I� LLI O LL.1 z (_ N Q 0 M2 2h2 E 1 /4,> — 0" MECHAN C AL PI / :N FLEXIBLE DUCT CONNECTION DETAL N.T.S. G 1 C T�_-� EEC - a 0 L ICJ�— ARC FAULT CIRCUTS (NEC 210.12 (B) ) PROVIDE ARC FAULT PROTECTION FOR ALL 15 & 20 BRANCH CKT. OUTLETS IN NEW AREAS TO BE AFCI PROTECTED & TAMPER RESISTANT AS PER 2008 NEC 210.12 SMOKE ALARMS: SMOKE DETECTORS SHALL BE ARC —FAULT PROTECTED HARD WIRED W/ BATTERY BACK—UP & INTERCONNECTED W/ THE REST OF EXISTING SMOKE DETECTORS ,V® r4- z> I Es Ln Ln 00 0-) N r w r ._- ct� iin - LL_ rn o n Q I J LJ O 1 W„ Ld- C) Z - Q r p w L, U ,,y���ry„`�eyeyw��ueeeeeu =� s aa'�if4e0+i.� 15 APRIL 2019 I W u z L�J U) <J ICJ rr) LiJ 0-) (Y Q W T Q N Q I 5 E1 ELECTRICAL REVIE_W,;/'0ayd//F APPROVED SI�J ATFI__` 1315 — B15 I CU I I 159, 1 1 B 10, 12 I I I I I I I I I I I I I I I I I I I - - - - - - - - - - - -4ji 1515' B15 4'— -_ ARC FAULT CIRCUTS (NEC 210.12 (B) I PROVIDE ARC FAULT PROTECTION FOR ALL 15 & 2.0 BRANCH CKT. OUTLETS IN NEW AREAS TO BE AFCI PROTECTED & TAMPER RESISTANT AS PER 2008 NEC 210.12 SMOKE ALARMS: SMOKE DETECTORS SHALL BE ARC -FAULT PROTECTED HARD WIRED W/ BATTERY BACK-UP & INTERCONNECTED W/ THE REST OF EXISTING SMOKE DETECTORS ELECTRICAL NOTE5 I . ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NEC 2014 * GTH ED. FBC 2017 2. CORDINA:TE ELECTRICAL 5ERVICE WITH FLORIDA POWER AND LIGHT COMPANY . ALL TELEPHONE RELATED EQUIPMENT PER TELEPHONE COMPANY 5PECIFICATION5 4. ELECTRICAL INSTALLATION DE51GN OF THIS PLAN 15 IN COMPLIANCE A5 5ET FORTH BY THE 5TATE OF FLORIDA 5TATU T E5 MODEL ENERGY EFFICIENCY CODE5. 5. THE CONTRACTOR WILL EXAMINE THE JOB 51TE AND DETERMINE FOR HIMSELF PRIOR TO 5UBM15510N OF BID, EX15TING CONDITIONS. 6. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTICAL CONTRACTOR. IT WILL BE H15 KE51PONSABILIT`( TO 5ECUKE AND PAY FOR ANY PERMIT5, CERTIFICATES OF IN5PECTION, ETC 7. 5UB5TITUTE MATERIAL5 , EQUIPMENT OR METHOD5 5HALL NOT BE MADE WITHOUT APPROVAL OF THE ENGINEER. IF THE USE OF A SUBSTITUTE 15 REQUIRED ELECTRICAL LEGEND DUPLEX RECEPTACLE OUTLET (110 VOLTS) W.P. SPECIAL PURPOSE OUTLET (120 VOLTS) DUPLEX RECEPTACLE OUTLET (110 VOLTS) ONE HOT LEG, ONE SWITCHED LEG (� SPECIAL PURPOSE OUTLET (220 VOLTS) a ELECTRIC .JUNCTION BOX T:V. TELEVISION OUTLET ljo TELEPHONE OUTLET 0 ELECTRIC PANEL DELECTRIC METER z EXHAUST FAN I,- PENDANT LIGHT FIXTURE �} RECESSED LIGHT FIXTURE 'R XLING FAN O SMOKE DETECTOR ELECTRIC LIGHT SWITCH �T THERMOSTAT CARBON MONOXIDE DETECTOR Ln u ^ J 00 11l I �j N 00 W oo Q M � LL_ p rr) O Z "' O � N Z O Q J O w w Ld w Ld C) Z Z d C� Q w z O w w J U e``p0E60yi10"U .y lapnsi.. 6y O L J fy ............ 15 APRIL 2019 I ) W u z W LD ( �/ J (J� - W � Ui rq W O w Z � Q N < 0 E --- 2 225 AMPS (EXSTG.) 10,000 A.I.C. RATING 1201240, 10 3W ELECTRICAL SCHEDULE (PNL. A) LOCATION O.C.P. WIRE VOLTS COND, LOAD LOAD COND. VOLTS WIRE O.C.P. LOCATION I GEN. LTS.(RECEPT. (ARC FAULT TYP) 20-) 12 120 1 /2" 2,103 3W/5P= G,309 X2,103 3'v//SF= G,309 X 112" 120 12 20-1 GEN, LTS./RECEPT. (ARC FAULT TYP) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1G 17 18 19 20 21 22 3 24 25 5ATllR01 M5 ARC FA F P 20- 1 1 2 1 20 112" - - 112" 1 20 1 2 20-1 5AThP nns ARC FAUL� 2G 7 CAE G 20-1 12 120 112" 1,500 1,500 112" 120 12 20-1 WASH. M. 'ARC FAULT/CPI TYPE 28 9 SMALL APPLIANCES (ARC FAULT/GFI TYP) 20-1 12 120 )12" 3,000 5,000 3/4" 240 8 30-2 DRYER 30 31 32 3 DISHWASHER ARC FAULT GFI TYP 20-1 12 120 112" I ,500 900 112" 120 12 20-1 WINE COOLER "AR' FAULT/GPI TYP 34 5 EXTERIOR LTS. (ARC FAULT TYP) 20- 1 12 120 112" 1,500 1,000 112" 120 12 20- CE MAKER ARC FAULT'GFI TYP 36 7 SPACE 160 1 /2" 120 12 20-1 APDECUE (IGNITOR (ARC FAUL77GFI TYP) 38 9 SPACE SPACE 40 I ST 10,000 W @ 100%= 10,000 W 14,018 W @ 40%= 5,607 W TOTAL --------------------------- 1 5.207 W 1 5.607 W / 240= 65 AMP5 THEIREPORE 200 AMP SERVICE OR. 200 AMPS (EXSTG.) 10,000 A.I.C. RATING 1 20/240, 1 0 ,3W ELECTRICAL SCHEDULE PNL. B LOCATION O.C.P. WIRE VOLTS COND. LOAD LOAD COND. VOLTS WIRE O.C.P. LOCATION I RANGE GO-2 G 240 3/4' 12,000 1,500 112" 120 12 20-1 MICROWAVE RC FAULT/GFI TYP 2 1,500 112" 120 12 20-1 (A ICE MAKER KC RC FAULT/GPf TYP 4 5 AHU # I 30-2 10 240 3/4" 10,000 10,000 3/4" 240 G 50-2 AHU #2 6 7 8 g CU. # 1 30-2 10 240 3/4" 3,500 3,500 3/4' 240 10 30-2 CU #2 10 12 1.3 WH# I IGNITOR RC FAULT/GFI TYP 20-1 12 120 112" 160 180 112" 120 12 20-1 WH#2 IGNI OR RC FAULT/GFI TYP 14 15 ROOF TOP LT5. RC FAULT/GFI TYP 20-1 12 120 112" 180 180 112" 120 12 20-1 Roof TOP RECEPT RC FAULT/G€J..� 6 17 SUB. PNL P 30-2 8 240 3/4" 5,000 18 19 20 21 22 3 24 5 2G 7 28 g 30 31 32 3 SPACE 34 5 SPACE 3G 7 SPACE 38 g SPACE 40 I ST 10,000 W @ I 00%= 10,000 W 10,720 W @ 40%= 4,288 W A/C @ 1 25%- 1 2 250+ 10,000 W TOTAL -- -----36,536 W 36,538 W/ 240= I52 AMP5 THEREFORE 200 AMP SERVICE OR, ELECTRICAL NOTES I . ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NEC 2014 * GTH ED. FBC 201 7 2. CORDINATE ELECTRICAL SERVICE WITH FLORIDA POWER AND LIGHT COMPANY 3. ALL TELEPHONE RELATED EQUIPMENT PER TELEPHONE COMPANY SPECIFICATIONS 4. ELECTRICAL INSTALLATION DESIGN OF TH15 PLAN 15 IN COMPLIANCE AS SET FORTH BY THE STATE OF FLORIDA STATUTES MODEL ENERGY EFFICIENCY CODE5. 5. THE CONTRACTOR WILL EXAMINE THE JOB SITE AND DETERMINE FOR HIMSELF PRIOR TO 5UBMI55ION OF BID, EX15TING CONDITIONS. G. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTICAL CONTRACTOR. IT WILL BE H15 RE5PON5A5ILITY TO 5ECURE AND PAY FOR ANY PERMITS, CERTIFICATES OF IN5PECTION, ETC 7. 5UB5TITUTE MATERIALS , EQUIPMENT OR METHODS 5HALL NOT BE MADE WITHOUT APPROVAL OF THE ENGINEER. IF THE U5E OF A SUBSTITUTE 15 REQUIRED ARC FAULT CIRCUTS (NEC 210.12 (B) ) PROVIDE ARC FAULT PROTECTION FOR ALL 15 & 20 BRANCH CKT OUTLETS IN NEW AREAS TO BE AFCI PROTECTED & TAMPER RESISTANT AS PER 2008 NEC 210.12 ELECTRICAL LEGEND DUPLEX RECEPTACLE OUTLET (110 VOLTS) W.P. 9-SPECIAL PURPOSE OUTLET (120 VOLTS) DUPLEX RECEPTACLE OUTLET (110 VOLTS) ONE HOT LEG, ONE SWITCHED LEG e SPECIAL PURPOSE OUTLET (220 VOLTS) O ELECTRIC JUNCTION BOX T.V. TELEVISION OUTLET TELEPHONE OUTLET ELECTRIC PANEL LY ELECTRIC METER EXHAUST FAN _(tPENDANT LIGHT FIXTURE P (3G1�6�,11 i {RECESSED LIGHT FIXTURE R CEILING FAN SMOKE DETECTOR ELECTRIC LIGHT SWITCH QT THERMOSTAT ® CARBON MONOXIDE DETECTOR P61r6r1auRaer- SMOKE ALARMS: SMOKE DETECTORS SHALL BE ARC -FAULT PROTECTED LlCALREVIEW22�c�6✓Xp HARD WIRED Wf BATTERY BACK-UP & o DATE INTERCONNECTED W/ THE REST OF EXISTING SMOKE A-5 �. DETECTORS FUTURE STAND BY GENERASOR.(GENERAC) 80KW 120124011 F 34350 KCMIL THW CU, NEMA 3R, 300 A.. 2P IN 2 1/2" COND. 1201240 22,000 AIC OA/6 vp 8"X8"X48" MAIN CKT BKR f I A GUTTER 342/0 Tt1W CU. \ IN COND. ` TRANSFER SWITGYI 200 AMP PN. /UI9G. 200 AMP7�TI PNL /DISC- L2" PNL P (FUTURE FN KA GFNeRac A�' e11 POOL) MAIN. MAIN. I Of 20F2 NEW /2 CU (GND) TO CATV CO. POINT OF CONNECTION ' 42 CU (GND) TO TELEPHONE CO. POINT OF CONNECTION BOX. +--NEW INTERSYSTEM BONDING TERMINAL BOX 346 TNW Cu. �2 CU FOR THE TERMINATION OF THE GROUNDING CONDUCTOR FROM ELECTRICAL, TELEPHONE, # 10 GRID. CATV OR OTHER SYSTEM. IN ACCORDANCE WTH NEC ARTICLE 250.94 IN I" COND. 1-#2 CU. IN 3/4" COND, TO C.W.P., /8" 0 GIRD. ROD & #5 GIRD IN FOUND. ST'L MIN, 20''-0" 34350 KCMIL THW CU. IN 3" COND. TO F.P.L. e. X'FMR F-` A RIS"R DIA k:.,_ LC) u 00 CN c I L r- w co� - I_ r- I O 0N zI O Q I CL cjof - o z z n Q � z Q rn m o Lu L� _J v \\\\\\\e0\6 y A}vEl�r�feyty`r id �m , ON' 15 APRIL 2019 • n u•s • • e •us • e a•m• • esea•e • e e ° ss a •••• ••'m W u z LLJ 0 V / ~ _j w LEI o w u� I r-) W 0 w = Qo Q N Q 0 z D 0 E3 GAS PIPING MATERIAL TO BE SCHD. 40 METALLIC PIPE NOTE: PIPING 51ZE AS PER FBC-G 2014 TABLE 402.4(5) GAS -NATURAL INLET PRESS.- 2.0 P51 PRESS. DROP- 1 .0 PSI SPECIFIC GRAVITY-O.GO GAS PIPING MATERIAL TO BE SCHD. 40 METALLIC PIPE NOTE: PIPING 51ZE AS PER FBC-G 2014 TABLE 402.4(2) GAS -NATURAL INLET PRESS . -LESS THAN 2.0 P51 PRESS. DROP-0.5 P5 SPECIFIC GRAVITY-O.GO GAS SCHEDULE I ! T` 5YM EQUIPMENT BTUH 10 (NEW) TANKLE55 W.H. 199,000 BTUH 02 (NEW) TANKLE55 W.H. 199,000 BTUH 03 (NEW) OUTDOOR BARBEQUE 45,000 BTUH TOTAL 443,000 BTUH SHUTOFF X VALVE MP)n /I / 2ND STAGE REGULATOR CI'YP) SHUT OFF VALVE ") NATURAL GAS METER NOTE: TOTAL OVERALL LEGNTH TO GAS METER FROM WATER HEATER IS 122' MAX. TANKLE55 WATER HEATER SPECS. 9.4 GPM 1995000 BTUFi MANUFACTURER: KINNAI -MODEL # KL94 > IL CI cc L c IL T, c� DATA_ 15 APRIL 2019 L_LJ O z LLI a CO un w L- o CL� � r� w � cl� _o w L N < O O Z_ O O SAS PIPI!G I.'I /4" 1'-U" 2 VTR C 3' SS FRN 2ND FL 04 3 1ST FL_. PP M P N P'AN 1 /4" 1' O„ 3° DN TO 1 5T FL n, W � O Lo QD LiJ r7 Ln o O M r) W Q Q a� J -' j L L; Z � O W LL o 0 z W Q J = d J C U 0-) = o O C� v � DATE 15 APRIL 2019 i i W W W W r n I--- Q LJ- cl�W o � cn Q N Q O W P-1 OFF OO O TERRACE BEDROOM iTALL SENSOR VALVE @ FARTHEST FIXTURE FOR RECIRCULATING WATER SUPPLY All U #2 BEDROOM TERRACE OO iD i0 OPEN TO BELOW 112" F1W5 W.I.C. ( D iD OO OO H 607.2.2 Piping for recirculation systems having master thermostatic valves. Where a thermostatic mixing valve 15 used In a system with a hot water recirculating pump, the hot water or tempered water return line shall be routed to the cold water Inlet pipe of the water heater and the cold water Inlet pipe or the hot water return connection of the thermostatic mixing valve MASTER BEDROOM OO - � n 112" Hw � TERRACE 0 WATER HAI SNF WHERE BALCONY 0 '.R ARRESTOR BE INSTALLED TICK -CLOSING ES ARE USED Fl- N W 0-) Q0 CD Ln J Q0 W � U 7 Ln ~ O C z S � W w o oLLI z o � w z cn Q z J W Q U o) o o L DATE 15 APRIL 2019 U W 0 U) ~ Q W o W w 0 z � N Q O CD P-2 1 DT FL. WATER PLAN 2ND FL. WATER PLAN 1/4"=1'-0" 211 211 3H 1 TO I 211 AAV �O ✓E R \LVE5 F I�LDDU ILL-D/\LFAI%.: L/ I I I LFdVIUJ D I hA I IU-IVI IJCI IN V /ALV L I T F L�:) W/ hA I I I v I I LI IVI I I --)I UF IN ACCORDANCE W/ A55E 10 1 6 OR C5A E3125. THE HIGH LIMIT STOP 5HALL BE SET TO LIMIT WATER TEMPERATURE TO A MAX. OF 120 F (49 Q. IN -LINE THERM05TATIC VALVES 5HALL NOT BE USED FOR COMPLIANCE W/ THI5 5ECTION w C� c J L LLI E. CD LL.: V D A== 15 APRIL 2019 IW U Z I] CD U - W 0 w 0 w z Cr) Q N Q 0 z —7 MAX. FLOW * WATER CON5UMPTION A5 PER EDCR P2903.2 -WATER CL05ET 1 .28 GPM -LAVATORY 1 .5 GPM -5H OWER H EAD5 1.5 GPM -KITCHEN EAUCET5 1.5 GPM WATER RESISTANCE SHOWER: SHOWER COMPARTMENTS SHALL HAVE WALLS AND FLOORS CONSTRUCTED OF SMOOTH C❑RR❑SI❑N RESISTANCE + NON ABSORBENT WATER RESISTANCE MATERIALS TO A HEIGHT OF NOT LESS THAN 70 INCHES ABOVE THE COMPARTMENT AT THE DRAIN. y J❑INTS: BUILT IN TUBS W/ SHOWER SHALL HAVE WATER PROOFED J❑INTS BERWEEN THE TUB + WATER RESISTANCE WALL PLUMBING NOTES 1 ALL HORIZONTAL PIPING @ MAX. 2 J" 0 OR LESS SHALL SLOPE J" PER FT. 2 ALL HORIZONTAL PIPING @ MIN. 3" 0 OR MORE SHALL SLOPE J" RER FT. 3 ANTI —SCALD VALVE ® TUBES & SHOWERS Y PLUMBING NOTES 1 ALL WORKMANSHIP AND MATERIAL SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES AND ORDINANCES. 2 CONTRACTORS SHALL VISIT THIS JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL THE EXISTING CONDITIONS. 3 ALL MATERIAL SHALL BE NEW. 4 ALL WORK SHALL BEL PERFORMED BY A LICENSED PLUMBING CONTRACTOR. ( EXCEPT FIRE AND SPRINKLER PIPING) IN A FIRST CLASS WORKMANLIKE MANNER, THE COMPLETED SYSTEM SHALL BE FULLY ❑PERATIVE. 5 ALL EXCACAVATIONS AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT: 6 REQUIRED INSURANCE SHALL BE PROVIDED BU=Y THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITYAND PROPERTY DAMAGEFOR THE DURATI❑N OF WORK. 7 CONTRACTORS SHALL SECURE AND PAY ALL OF PERMITS, FEES, INSPECTIONS AND TESTS, 8 DRAWINGS ARE DIAGRAMATIC, D❑ NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. z 9 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCEWITH r THE PROGRESS OF CONSTRUCTION 10 VERIFY LOCATION, SIZE, INVERTS AND ALL EXISTING UTILITIES, PRII7R TO BEGINING v CONSTRUCTI❑N. ADVISE ENGINEER ODF ANY DISCREPANCIES. 11 WATER PIPING SHALL BE TYPE 'L' COPPER FOR 2" AND UNDER AND TYPE 'K' COPPER FOR 2 1/2' AND ABOVE, ALL UNDERGROUND WATER PIPING SHALL BE TYPE "K' (SOLDER COMN. SHALL BE S5-5) 12 SOIL WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON NO HUB 301 12 ABOVE GRADE AND SELL AND SPG CAST IRON BELOW GRADE 13 AIR CONDITIONING CONDENSATE DRAIN PIPING SHALL BE THREATED STEEL PIPES OR COPPER DRAIN. WASTE AND VENT PIPE AND FITTINGS. INSULATE ALLCONDESED PIPING EXCEPT UNDERGROUND AND ELECTRIC HEAT WRAP WHER E EXPODED TO FREEZING CONDITIONS. 14 P.V,C,SCHEDULE 40 PIPE AND FITTINGS MAY BE USED FOR SOIL, WASTE, VENT PIPE, RAINWATER AND CONDENSETED PIPINF IN APPROPRIATE FIRE RATING CHASES OR WHERE APPROVED BY LOCAL BUILDING CODES AND ❑FFICIAL. P.V.C, MAY NOT BE USED WHEB PENETRATING CHASES AND RATED WALLS. 15 ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESIBLE STOPS AND MARKED ACCES 16 FURNISH AND INSTALL APROVED AIR CHAMV=BERS AT EACH PLUMBING FIXTURE AND P,D,I, APPROVED SHOCK ARRESTERS ON MAIN LINES AND RAISERS. 17 DIELECTRIC COUPLING ARE REQUIRED BETWEEN ALL DISSIMILAR METALIN PIPING AND EQUIPMENTCONNECT IONS , TO BE SIMILAR TO E,P.C,D, 18 ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATION PAD (HAIR FELT LINING ) SUPER STRUTMODEL C7 15/16, FILL ALL VOIDS BETWEEN PIPE AND WALL /FLOOR SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY CORPORATION CTC PE 835 19 CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND W❑RKMNSHIP FREE FROM DEFECTS FOR A PERI❑D OF NO LESS THAN (1) ONE YEAR FROM DATE OF ACCEPTANCE, CORRECTI❑N 20 OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGED AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATI❑NWHICH MAY HAVE BEEN DAMAGED, 21 PPROOV��IRD�E� 1/2' TRAP PRIMER LINE FOR ALL FLOOR DRAINS FROM THA NEAREST PLUMBING 22 PACCES PANELS WITH CHARGE PLATED COVERS FOR ALL CONCELEAD VALVES RLITv1I7E AND ALL WATER HAMER ARRESTERS. GIPF MAY FXtHP A5 WA51E OP VENT PPOVIPF CLEANOUf TFF WIrd 5CPFWEP COUNTER SUNK A65 PLASO C PLUG fAl'EPEP-THPFN9 WITH rFF JOINT COMPOUNP, WHFFF, CLFANOUT TFE 15 CONCEA.FP IN A CHA5F OP PARUnoN, PPOVIPF A ROUNP 18 GAUGF 51OF11 F55 OYFL COVFR WITH kVFLFP FPGF5 NIP FLATHFAP MACHINE 5CPFW. GLFANoui FACE 5UALL PF WIP1IN 41' OF WAIL 5JFFAC. PROVIPF eFJ 11`Fp p •,, y R HU6 A, F0OP CONCP.ETE RISFP LENGTH FLOOR A5 TOUIPFP 5,A3._/ LONG 5MFP Af FKIP OF LINF OP COMF:HA11ION WYE ANP EIGHfir 13FN12 IN PIPECI""ION PUN of Lill: OF FLOW WA�� CLFANOUf NTS PIPING NOTES: ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND AS FOLLOWS: SANITARY WASTE AND VENT PIPES AND FITTINGS SHALL BE SCH 40 PVC PLASTIC PIPE CONFORMING TO (ASTM—D-2665/ASTM—D-2949) AC CONDENSATE DRAIN SHALL BE SCHEDULE 40 P.V.C. HOT AND COOL WATER LINES SHALL BE FBC APPROVED CPVC FOR BOTH ABOVE AND BELOW GROUND INSULATE ALL HOT WATER LINES WITH 1/2 FIBERGLASS WITH SELF SEALING UNIVERSAL JACKET. NOTE VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. IMMEDIATELY ADVISE THE ENGINEER / ARCHITECT OF ANY DISCREPANCIES. ALL EXISTING PLUMBING SHOWN, ON THE THE PLANS IS ESTIMATED AND MAY NOT BE IN THE SAME LOCATION AS SHOWN, CONTRACTOR MUST VERIFY EXISTING PLUMBING PRIOR TO COMMENCING WORK. Not: PLUMNM6) oLKIN6 NUT 5Lfffff NU` FV"JsEP � 5UPPOPI" Nuf �� r — 'CA/ G �fY Cl F 15 uANGE P HFAVY PJI Y CLEV15 NAND P PF ��,,A]6�ZI, <r�ArEr SHf 5,PFl SoDO. F AT I EA5f 8 ' LONG CLEVIS HANGED. SINGLE HOPIZOWA, RJN5 NO VAPOP PAPPEP IN5ULATION ��SPr rdur 6ENr5fPAl' H/ Z' 3/ I6 ovFP vFrr LE55OFPv1 E5 [OnTQ)M CHOMPS OF 5TELL J015f HANGFP POP CONCF�TF w5rPr HFAvv Pury col\OYFI 5TEL iN5Ef WI'H e ONGA EO 5TFAP r /hFprs�T 5f T '` J/IrNV :Y ,XLATION sh%'c OF P 5 n FW ;r'5 PEST ON flCf OF 130TrOM CHOM5 51FEL Jb5f15 6FlAh�FN PPoOEL PH 5UPF0P\T PFfAL (FOP 5ANITAI?Y & MR PIPING) NT5 1OAM GFAM G.,AMP V1 ices:, v 5171 9:i PPG r TAN KLE55 WATER HEATER 5PEC5 -9.4 GPM - 1 99,000 DTU'r-i -MANUFACTURER: RINNA -MODEL # KL94 h.W.S. LINE 2" i T + P RELIEF VALVE WATER HEATER EE T NTS INE 2" -J o0z t r) o S J QJ w U 0 Cr U < z Z ry J J G J Q V DATE 15 APRIL 2019 W u Z ELJ H- (/) LLJ LL_ ct� rr) cj� Li1 O-) 01—, O W z � N Q 0 P-4 r MAX. FLOW * WATER CON5UMPT1 N A5 PER FBCR P2903.2 —WATER CL05ET 1 .28 GPM —LAVATORY 1.5 GPM —5HOWER H EAD5 1.5 GPM —KITCHEN FAUCET5 1.5 GPM WATER RESISTANCE SHOWER: SHOWER COMPARTMENTS SHALL HAVE WALLS AND FLOORS CONSTRUCTED OF SMOOTH C❑RR❑SI❑N RESISTANCE + NON ABSORBENT WATER RESISTANCE MATERIALS TO A HEIGHT OF NOT LESS THAN 70 INCHES ABOVE THE COMPARTMENT AT 0 THE DRAIN, J❑INTS: BUILT IN TUBS W/ SHOWER SHALL HAVE WATER " PROOFED J❑INTS BERWEEN THE TUB + WATER RESISTANCE WALL PLUMBING NOTES I ALL HORIZONTAL PIPING ® MAX. 2 4" 0 OR LESS SHALL SLOPE 1" PER FT. P ALL HORIZONTAL PIPING @ MIN. 3" 0 OR MORE SHALL SLOPE J" RER FT. 3 ANTI —SCALD VALVE @ TUBES & SHOWERS PLUMBING NOTES t 1 ALL W❑RKMANSHIP AND MATERIAL SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES AND ORDINANCES, 2 CONTRACTORS SHALL VISIT THIS JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL THE EXISTING CONDITI❑NS, 3 ALL MATERIAL SHALL BE NEW. 4 ALL WORK SHALL BEL PERFORMED BY A LICENSED PLUMBING CONTRACTOR. ( EXCEPT FIRE AND SPRINKLER PIPING) IN A FIRST CLASS WORKMANLIKE MANNER, THE COMPLETED SYSTEM SHALL BE FULLY ❑PERATIVE. 5 ALL EXCACAVATIONS AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT, 6 REQUIRED INSURANCE SHALL BE PROVIDED BU=Y THE CONTRACTOR FOR PR❑TECTION AGAINST PUBLIC LIABILITYAND PROPERTY DAMAGEFOR THE DURATION OF WORK, 7 CONTRACTORS SHALL SECURE AND PAY ALL OF PERMITS, FEES, INSPECTIONS AND TESTS. 8 DRAWINGS ARE DIAGRAMATIC, D❑ NOT SCALE FOR THE EXACT L❑CATI❑N OF FIXTURES, PIPING, EQUIPMENT, ETC. 9 ALL WORK SHALL BE C❑❑RDINATED WITH OTHER TRADES TO AV❑ID INTERFERENCEWITH THE PROGRESS OF C❑NSTRUCTION 10 VERIFY L❑CATION, SIZE, INVERTS AND ALL EXISTING UTILITIES, PRIOR TO BEGINING C❑NSTRUCTIDN ADVISE ENGINEER ODF ANY DISCREPANCIES, 11 WATER PIPING SHALL BE TYPE -L` COPPER FOR 2' AND UNDER AND TYPE "K" COPPER FOR 2 1/2" AND ABOVE, ALL UNDERGROUND WATER PIPING SHALL BE TYPE 'K" (SOLDER C❑MN. SHALL BE S5-5) 12 SOIL WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON NO HUB 301 12 ABOVE GRADE AND SELL AND SPG CAST IRON BELOW GRADE 13 AIR C❑NDITIONING CONDENSATE DRAIN PIPING SHALL BE THREATED STEEL PIPES OR COPPER DRAIN, WASTE AND VENT PIPE AND FITTINGS. INSULATE ALLCONDESED PIPING EXCEPT UNDERGROUND AND ELECTRIC HEAT WRAP WHER E EXPODED TO FREEZING CONDITIONS. 14 P.V,C.SCHEDULE 40 PIPE AND FITTINGS MAY BE USED FOR SOIL, WASTE, VENT PIPE, RAINWATER AND CONDENSETED PIPINF IN APPROPRIATE FIRE RATING CHASES OR WHERE APPROVED BY LOCAL BUILDING CODES AND OFFICIAL, P.V,C, MAY NOT BE USED WHEB PENETRATING CHASES AND RATED WALLS. 15 ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESIBLE STOPS AND MARKED ACCES PANEL,C 16 FURNISH AND INSTALL APR❑VED AIR CHAMV=BERS AT EACH PLUMBING FIXTURE AND P.D,L APPROVED SHOCK ARRESTERS ON MAIN LINES AND RAISERS. 17 DIELECTRIC COUPLING ARE REQUIRED BETWEEN ALL DISSIMILAR METALIN PIPING AND EQUIPMENTC❑NNECTIONS . TO BE SIMILAR TO E,P.C.D. 18 ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATION PAD CHAIR FELT LINING ) SUPER STRUTMODEL C7 15/16, FILL ALL V❑IDS BETWEEN PIPE AND WALL_ /FLOOR SLEEVES WITH FIRE RATED FOAM. CHASE TECHNOLOGY CORPORATION CTC PE 835 19 CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMNSHIP FREE FROM DEFECTS FOR A PERIOD OF NO LESS THAN (1) ONE YEAR FROM DATE OF ACCEPTANCE, CORRECTION 20 OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGED AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATI❑NWHICH MAY HAVE BEEN DAMAGED. 21 FP�ROOVIDE 1/2' TRAP PRIMER LINE FOR ALL FLOOR DRAINS FROM THA NEAREST PLUMBING Wb i. 22 TU IJE ACCES PANELS WITH CHARGE PLATED COVERS FOR ALL CONCNEAD VALVES AND ALL WATER HAMER ARRESTERS. PM MAYrXtENQ A WASrt lj� XNi'. WGIAI7e Ur, ANOUIIl; vffrtUFANourTe 15 CONCE>4. W IN A "r.�e+c �V l, CHAse o,� F.lv oN, VIN-Y N Poovlr� Ar.JN % F INA4 Ga�,r�Ii� _ L VW Al" HW Ai oor° CC"JCtrr Pl�� I E� a¶•I ooP. ns PFIGJKIVP �oNrsw'arr_-N OPI•�N� OrCOM^iNATION WYr.ANTI N6HTN rfNV IN OF :y✓'N WAIL CLFANOUT NTS PIPING NOTES ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND AS FOLLOWS: SANITARY WASTE AND VENT PIPES AND FITTINGS SHALE BE SCH 40 PLASTIC PIPE CONFORMING TO (ASTM—D-2665/ASTM—D-294-9) AC CONDENSATE DRAIN SHALL BE SCHEDULE 40 P.V.C. HOT AND COOL WATER LINES SHALL BE FBC APPROVED CPVC FOR BOTH ABOVE AND BELOW GROUND INSULATE ALL HOT WATER LINES WITH 1 /2" FIBERGLASS WITH SELF SEALING UNIVERSAL JACKET. VC NOTE:fit VERIFY LOCATION, SIZE AND INVERTS Or ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. IMMEDIATELY ADVISE THE ENGINEER,/ ,, ARCHITECT OF ANY DISCREPANCIES. ALL. EXISTING PLUMBING SHOWN, ON THE THE PLANS IS ESTIMATED AND MAY NOT' BE IN THE SAME LOCATION AS SHOWN, CONTRACTOR MUST VERIFY' EXISTING PLUMBING PRIOR TO COMMENCING WORK. NOT: HANGFp 5H/ACING 5HA L CONFOFM TO l'„ 5uPnoktiN —►> , �- 1�6.V H'AVY PVY v;Vls PPNg I; , PIPE II •�."� — ''-. - Avu, c E w�NUer. 51NGLE loP o��N, a^IS NC VTCV MPa t rJ� I 51�N' 51 2 3i I& . t2ver SFr F551 OF A J[I 5 rcrl:orn aTC Cyr :..-:1IS 4 5rr I;u BAN(4ER'�OP CONCtftL' IN�Ht 51 _1I ELOh6W'EP 3TMrl PH 5Up�'OI\f �E�%\,L FOP\ 5AHITAPY & WAT"' FIMCA) _ ra 6AM GE..M 0-A"' IV,\Or:" Fnp I 5?' ;VS PG, i —9 . .. GPM —1 99,000 BTU'-1 tv —MAN U FACTU RE: � � ,I N NAI -MODEL # RL94 w H.W.5. LINE 2" qw T+PRELIEF VALVE VVA - N iS INE 2" w L u (J� W u C�J >: Ln C L O �! O L O C L /r N J� O E J ,.. Q J 6� .-L 0 C) DATE 15 APRIL 2019 W u z W CD u Ld o cr_� N-) Cn W 0 W Z cn Q G Q N Q O :,� ter•„ XLAj 4- a V t A .l d 4 I € r r + S v �iA• i .i is $'3�1_J ,. - 'S•. 'WASD NEW CUSTOMER D Reviawedby. e Z initial _LA.*N M , Date 4 19 1/EFiIIC4!J=Of7Al Not i7e�qured Okb. LETTER 89-95 - �ea�rirL�cv Not �'epuire -ra •ls �, s • • e s es e •s a • eo .4'Pf-clov lij,Tz a ry g Lva�' �h ��� w PERMIT #: C MIAMI SHORES VILLAGE APPROVED BY DATE ZONING ( t STRUCTURAL A17ELECTRICAL ��Gn� PLELUMBING ( XG MHANICAL V14 BLDG. ,� % l 1 > fy!'i'vC: CClr,,c6��AS'4^ vvifH ALI. F[D-VAL ri REC=!ILA"