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RC-12-20-2945 Plans 304 NE 93 STPROPOSED RENOVATION FOR: 6,P 0 1 X MF.MITO L A 1 0 0 01 304 NE 93 rd ST, Miami Shores, Florida 33138 SCOPE OF WORK ALTERATION LEVEL 2 (AS PER FBC EXISTING BLDG. SE. 501.4) KITCHEN AND BATHROOM REMODELING. NEW WINDOWS AND EXTERIOR DOORS NEW FLOORING, CABINETRY AND INTERIOR DOORS SEE ITEMIZED SCOPE IN A-1 NEW POOL (PERMIT BY OTHERS) CODE COMPLIANCE • 2017 Florida Building Code - Residential - 6th Edition • 2017 Florida Building Code - Mechanical - 6th Edition • 2017 Florida Building Code - Plumbing - 6th Edition • 2017 National Electric Code - NFPA 70 • 2017 Florida Fire Prevention Code • 2017 Florida Building Code - Existing Building (chapter 7 &8) CONSTRUCTION NOTES . CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES. INCL. BUT NOT LIMITED TO: DOORS AND WINDOW MASONRY OPENINGS FACIAS, SOFFITS, AND ROOF VENTS TO MATCH EXISTING CONDENSER, POOL EQUIPMENT, GAS TANK, ETC CONCRETE PAD LOCATION, SIZE AND F.F.E INSULATION - COORDINATED WITH ENERGY CALCULATIONS AHU / CU - COORDINATED WITH ENERGY CALCULATIONS AHU CLOSETS COORDINATED WITH UNITS SPECIFICATIONS 2. NEW FINISHES TO MATCH LEVEL OF FINISHES OF EXISTING HOUSE. INCLUDING, BUT NOT LIMITED TO: - STAIRS - TREAD / RISER WOOD FINISH & RAILINGS - WOOD FLOORS - BASEBOARDS AND CASINGS - STUCCO AND FACIA FINISHES - DRYWALL - LIGHT FIXTURES 3. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL LANDSCAPE FINISHES TO ALIGN WITH AND MATCH EXISTING (SOD, HEDGES, TREES, ETC) 4. CONTRACTOR TO PROTECT EXISTING HOUSE FINISHES DURING CONSTRUCTION 5. CONTRACTOR RESPONSIBLE FOR COORDINATING ALL TRADES INSTALLED IN CEILINGS WITH OWNER / ARCHITECT. INCLUDING BUT NOT LIMITED TO: -AC GRILLES, LIGHT FIXTURES, EXHAUST FANS, ETC Zubill pa DFS�N 200 CRANDON BLVD. SUITE 314 KEY BISCAYNE, FLORIDA. 33149 TEL. 305365-1284 ARCHITECTURE CERTIFICATION No. AA0003002 us a muu• ae s I • 0 MM co PMM z W CID 00 W ❑ • r O V!�//�� L L OCr N O N ro 0= /F- v J .n... Z ^^'' L M Oco Ll //•�� � A__2 Co V LIJ Z 0 LU L a DATE: 11-25-20 1 No. Description Date SGI B AS NOTED BY OR JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 Digitally signed by JuanJ Zublllaga J Juan DN c—US,o=Zubillaga Dnign I u. lnc., wAClgl➢COCCO0113A99]pl �Na°' Zubilla 01:5759 Z ✓ry. ii• J ITHESE PLANS ARE THE PROPERTY OF I ZUBILLAGA DESIGN, INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR THE PROJECT NAMED ABOVE. CONSULTANT. 1'.)11 4FAK1 0 11'tl:i'7h Ann DEMOLITION NOTES 1. CONTRACTOR TO VISIT PROPERTY TO VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 2. NE NEW EXTERIOR UNDERGROUND WORK SHALL BE PERFORMED WITHOUT LOCATING EXISTING UTILITIES FIRST. 3. ALL APPLIANCES, PLUMBING FIXTURES, LIGHT FIXTURES, ETC. SHALL BE ASSUMED TO BE SALVAGED AND STORES IN THE GARAGE UNLESS OTHERWISE TOLD BY OWNER TO DISPOSE. IT IS THE CONTRACTORS RESPONSIBILITY TO CAP OFF GAS AND WATER LINES NOT IN USE. 4. ALL CONSTRUCTION DEBRIS TO BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY APPROVED DUMP SITE AT CONTRACTOR'S EXPENSE. 5. ALL EXISTING FINISHED NOT SHOWN TO BE REMOVED ARE TO BE PROTECTED FOR DURATION OF DEMOLITION AND CONSTRUCTION WORK. 6. CONTRACTOR SHALL LEAVE CONSTRUCTION SITE IN A SAFE/ CLEAN CONDITION AT THE END OF EACH DAY. 7. CONTRACTOR TO NOTIFY OWNER IN WRITING OF ANY EXISTING CONDITIONS THAT DIFFER FROM PLANS OR THAT EXPOSE AN UNSAFE WORK CONDITION BEFORE CONTINUING WITH DEMOLITION WORK. 8. ALL OPENINGS EXPOSED TO ELEMENTS DURING CONSTRUCTION SHALL BE SEALED AT THE END OF EACH WORK DAY. 9. ANY PLIMBING, ELECTRICAL, OR MECHANICAL SYSTEMS TO BE REMOVED SHALL BE CUT AND CAPPED BY LICENSED CONTRACTOR AFTER SERVICE IS INTERUPTED FROM SYSTEM TO BE REMOVED. 10. REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO ITEMS SHOWN ON PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNATED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. 11. REMOVE ONLY NON LOAD BEARING CONSTRUCTION AND PARTITIONS. CONTRACTOR TO VERIFY PRIOR TO REMOVAL THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC SUPPORTING FLOOR ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVABLE. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY CONSTRUCTION IN QUESTION OR DEVIATING FROM THE DESIGN INTENT, CONTRACTORS NON - CONTACT OF ARCHITECT PRIOR TO REMOVABLE OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THE CONTRACT, 12. PATCH ALL FINISHES TO MATCH EXISTING, INCLUDING BUT NOT LIMITED TO GYPSUM BOARD, PLASTER, ACOUSTIC SYSTEMS, WOOD TRIM, COVERS, BASE, PANELS, RAILS, AND WAINSCOT. VERIFY MATCH OF NEW FINISH MATERIALS TO EXISTING IN COLOR TEXTURE, THICKNESS, CUT, ETC.. TO SATISFACTION OF OWNER PRIOR TO INSTALLATIONS. PROVIDE OTHER MATERIALS TO MATCH EXISTING WHEN REQUIRED. TO BE APPROVED BY OWNER. 13. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. NOTE 14. CONTRACTOR SHALL FILE ALL APPLICATIONS, PAY ALL NECESSARY 1. INTENT OF SELECTED DEMOLITION TO EXPOSE EXIST, STRUCTURAL ELEMENTS THAT MAY REQUIRE REPAIRS AND/ OR REPLACEMENT. NOTIFY ARCHITECT/ ENGINEER OF ALL SYSTEMS THAT ARE EXPOSED FOR VISUAL INSPECTION AO THAT A DETERMINATION OF CONDITION CAN BE MADE 2. CONTRACTOR TO VERIFY ALL EXIST, APPLIANCES FIXTURES, ETC. TO BE SALVAGED AND COORD. STORAGE WITH OWNER. Demolition Legend 0 Existing Wall Partition to Remain h ` RE Existing Wall/Cabinet to be Removed Existing Window/Door to be removed Replace all existing windows - see sche remove portion of existing rwall to receive new door, —Shore up existing TB. see struct-plans 8 Replace all existing windows - see schedule I Master Bedroom existing tile floor to be removed and replace \ as per owner selection existing walls to be removed Family existing tile floor to be removed and replace \ as per owner selection existing cabinets and appliances to be removed Living existing tile floor to be removed and replace as per owner selection existing doors and windows to be removed 4„ "—existing cabinets and appliances to be r ^� removed and replace 11®vll L-- IIOOII � -1 L—Ji I ii I Kitchen I T' I 1----J JL rrIL --- IIII existing doors to b removed I� I I ° II 10 J xisting cabinets and II I J appliances to be _ -J removed and replace Storage/Laundry Carport i existing electrical panel to remain h #3 7 IFri \ Q Bedroom #3 I existing tile floor to be Den removed and replace as per owner selection tJ existing doors and windows to be Replace all existing removed windows - see schedule L II Bath ----------- -- III iIIIII Fi II --III IIWH) \ — — — — Cover Entry existing STRUCTURAL NOTES: cabinets and Except as otherwise noted in exterior south wall of Master appliances to bedroom, there is no structural reinforcing needed. be removed Do not alter or remove any Structural elecment in this job. If an unforeseen situation arises contact this AOR prior to performing the work. I Bedroom #2 I Replace all existing windows -see schedule I I cabinets and appliances to be removed Replace all existing — windows - see schedule ■III';ii As-Built/Demolition Plan 1 /411 = 11-011 BURGLAR INTRUSION NOTES r. NORTHEAST 93rd STREET 21.5' ASPHALT ROADWAY 75' RIGHT -OF -WAY i existing ,I ,yam existing existing tree A / ,tree tree III x i ,r I 99.93 5 SIDEWALK — — — — — — °7 9r �1�I c�> existin =31 existing existing existing , 9 tree tree : tree tree lll,s V �J ° '0 w° sexist. walkway � I N m C q, cq ,I N 1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES ASSET FORTH IN THE CURRENT FLORIDA BUILDING CODE. 2. ALL LOCKS ON EXTERIOR DOORS MUST BE CAPABLE OF RESISTING A F ORCE OF 300 LB. APPLIED IN ANY MOVEABLE - DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORT H IN THE CURRENT FLORIDA BUILDING CODE. - 3. ALL SINGLE EXTERIOR SWING DOORS MUST HAVE A LOCK KEY OPERATE D FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT W ITH HARDENED BOLT INSERTS. 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS MUST HAVE S AME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF MUST HAVE MULTIPLIED POINTS OF LOCKS WITH 5/8" MIN. THROW BOLTS WITH INSERTS. 5. JAMBS OF ALL EXTERIOR OFFSET IN -SWINGING DOORS MUST BE RABBETTED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE L OCKS AND LATCHES. 6. HINGES ON EXTERIOR OUT -SWINGING DOORS MUST HAVE NON -REMOVEABLE HINGE PINS AND NON -EXPOSED SCREWS. 7. GLASS AND EXTERIOR DOORS MUST COMPLY WITH THE AMERICAN NATIO NAL STANDARDS INSTITUTE'S STANDARD 297.1. 8. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INTERIOR LOCK ACTIVATING DEVICE OF LOOSE AND SWING DOORS MUST COMPLY WITH THE AMERICAN NATIONAL STANDAR D INSTITUTE'S STANDARD 297.1. 9. WINDOWS MUST BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL C AN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL AL UMINUM MAGS ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. PROVIDE LOCKS AS PER THE CURRENT FLORIDA BUILDING CODE. EXTERIOR WINDOWS MUST BE LOCKED WITH A DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 LES. APPLIED IN AN OPERABLE DIRECTION. ---existing low chain link gate 5' -0 h. to be spring lock / wall to remain type, so that they shall be in a closed and / fastened positioin at all times. gates shall v calso be losing latch. ped with a safe lock and self W LOT 109 11 f 12 BLOCK 47 LIJ a / CM exist.chainllnk Y fence > tV =��`i O---------- - L a W Ln V ---- —� — �. co ¢p p �js existing �a/c cond. unit.>' 4. �, ��e,� I t`—/ / tree It F- i� /// Ij\\� EXIST. V) ��' A\� __ ---- ONE STORY �IIII t o existing c tree _______ RESIDENCE W 2 i ; r a/c cond. unit. 25.0' existing setback O--- --- -- ----- --J LU Z i -- existing �� — -_—� ��--wood deck—� tree; ,zlll - O I O Z EXISTING - ASPHALT DRIVEWAY 19.9' existing setback I chain link gate 5' -0 h. to be spring lock type, so that they shall be in a closed and fastened positioin at all times. gates shall also be equipped with a safe lock and self closing latch. ---,\ xist. chainlink fence pool equip. on cone. slab - -- -------- r------ - - - --- ----- --- -- I�I I I —wood deck II III exist. elec. / meter �---NEW POOL o (permit by others) -� vexist. chain link fence -exist cone pad -h \ in existing / chainlink tir�r125.00'r r� 1 15' ALLEY / 9' ASPHALT ROADWAY 15' - 6" WM FPL N CODE COMPLIANCE Site Plan All work shall comply as follows: 1 - -- � 3�32n _ � —0 2017 2017 Florida Building Code -Residential \_ 2017 Florida Building Code - Mechanical • 2017 Florida Building Code - Plumbing • 2017 National Electric Code - NFPA 70 LEGAL DESCRIPTION: 2017 Florida Fire Prevention Code THE WEST HALF OF LOT 10 AND ALL OF LOTS I I AND 12, BLOCK 47, A MENDED 2017 Florida Building Code - Existing Building (chapter 7&8) PLAT OF MIAMI SHORES SECTION NUMBER ONE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. ITEMIZED SCOPE OF WORK MAIN BUILDING - INTERIOR VARIOUS ITEMS, SEE PLAN NOTES IN A • Replace bathrooms fixtures units and tiles • Replace kitchen fixtures units and cabinest NEW POOL (PERMIT BY OTHERS) MAIN BUILDING - EXTERIOR • Replace Windows and Doors • Min -split unit package see MECH PLANS. ZONING LEGEND FOLIO #: LOT AREA: SETBACKS TO POOL: REAR SIDE FLOOD ZONE: 12086CO302L ZONE: X N 11-3206-013-6350 15,875 SQ. FT. REQ. PROVIDED. 7.5' 7.5' 15' 15' -6" Zubillaga D E S I G ICJ 200 CRANDON BLVD. SUITE 314 KEY BISCAYNE, FLORIDA. 33149 TEL. 305465-1284 IrARCHITECTURE CERTIFICATION No. AA0003002 o.. .. 0 w rn z M J W o r - O 0 M a M s -o l/1 W — v z � w i p C) O C o — [ I DATE: 11-25-20 No. Description e SCALE: AS NOTED OR BY: �JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 J Juan ifffff Dj9WIIysgned bylua" Zublllaa DN US -Z bllaga Design lnc, A014M11MonzA99]DIACo Zubil °° udiaga 00 'dF F_ A, z u -x _ • 00 \ \F P THESE PLA - Of ZUBILLAGADESIGN, INC. AND MAYNOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. —� THE ARE INTEDED TO BE USED SOLELY FOR `THE PROJECT NAMED ABOVE. CONSULTANT: I PAGE #: L Al 12/14/202011:03:29 AM REPAIR NOTE o 2' - 711 7 2, - 0" 5'- 8„ 4 - 0" -5' - 0" 2, _ 8" 6, - 0" 5, - 8„ ' 3' 10„ 3, - 0" 4, - 7" 2 01_ - - 1 - N 1 �9 - H j N-3 ' \ — - 19 FS 20 J� r � r li I i I 16-6" 01 10TLI m g II I Family Kitchen UP 11 7" Ni _i I- L� f� 21 12 6" � 1 FF v i egress 10 20 A-7 F1 i O Master Bedroom a 20 06 � M. Bath 0 13 14 15 20 24 A-2 3 Living coffee ref I i � I I 07 I I I I i I I ' 24 A-7 T — -1 Walk in Goset A-4 � I �- 20 — — — - -- ? I AHU #1 I inside ceiling cavity A — Bath #2 z, HRH i coset 19 6" i'•, A/C#1 ---- (F7jI,�DF3J)F8� [F71 D.'I \ 19 N 1 01 02 � Cover Entry 20 Bedroom #2 16-81/2" 22'-2 hu#2 2' -10" (j5 Den 2I EJ F4 - J, 13'-1" mW I pantry O FLOOR PLAN 1/411= 11-011 N 10D Storage/Laundry Carport — — — — — — 08 ' ath #3 \_ 19_\ 13 I.14115 24 220 �G Bedroom #3 egress II 20 I, G� 12'-11" 19 21 M 18 us Living RM Wall -_ 1/2 11 = 1 1-011 KEY NOTES U 1 EXIST, ELECTRICAL SERVICE (REFER TO ELECTRICAL SHEETS), 26 2 NEW. ELECTRICAL PANEL (SEE ELECTRICAL PLANS) 3 EXIST, CHANGE OF CEILING HEIGHT. 6 NEW. DRYER, SAME LOCATION AS EXISTING (VENT TRHU WALL 25 7 NEW. WASHER SAME LOCATION AS EXISTING (REFER TO PLUM DRAWINGS). 8 CUSTOM KITCHEN / CLOSET CABINETRY AND WOODWORK BY 9 RANGE OVEN 10 KITCHEN SINK WITH GARBAGE DISPOSAL. 11 KITCHEN HOOD EXHAUST DIRECTLY TO OUTSIDE TO BE INSTAL MANUFACTURER SPECS (SEE MECHANICAL DWGS.) 12 KITCHEN DISH WASHER. 13 BATH FIXTURES TO COMPLY REQUIREMENTS AS PER F.B.C. 2i 14 FOR GLASS ENCLOSURES PROVIDE CATEGORY II SAFETY CLASP 2017 (RES.) R308.4.5 & TABLE R308.3.1(1).SHOWER DOOR MIN. CLEAR AND UNOBSTRUCTED WIDTH OF 22 INCHES PER 15 BATHROOM SHOWER BASES SHALL BE BACKED WITH LAYER C WATERPROOFING MEMBRANE. TURN MEMBRANE MIN. 6" ON TC lG-2 ) DETAIL 1/A-6) 16 NEW POOL EQUIPMENT ON CONC. SLAB. 160 NEW POOL UNDER SEPARATE PERMIT. 17 NEW MINISPLIT INDOOR UNIT MOUNTED ON WALL (SEE MECHP 18 A/C UNITS ATTACHED TO GONG. SLAB W/ MTL. CONNECTOR 19 EXIST. OPENING TO BE BLOCKED AND FINISH TO MATCH EXI 20 EXIST. WINDOWS TO BE REPLACED - SEE SCHEDULE . 21 METAL BARS TO REMAIN, SEE ELEVATIONS. 22 NEW WOOD DECK. 23 FIREPLACE AS PER DETAIL. 24 EXISTING PARTITION TO REMAIN. 25 GAS METER. 26 NEW TANKLESS GAS WATER HEATER. Wall Partition Leaend o New 5" Interior Wall Parti- Existing 5" Interior Wall P 0 Existing 8" Concrete Wall New 8" Concrete Wall Pal Exist 2 Exist Living I ." 1 B, _ 11, Ytll _ —_ _ �' � i ag - 'fir IF:ice _ { I - — - F N Garage T.O._B. 1 , — n.<,.�';. � »;-.�. a .'o1 -...., .. ; OW ` . I A I CE F4 5 O I, I I I-i N_1 iFq I!I„LL__ _ .I� 1 �I� l - ;._ i - 7 PSF +34.0 +34.0 +34.0 PSF PSF +34.6 +34.6 PSF 0 Fin. Floor Slab 34�4 : F I -45.7 PF.' +34.4 PSF __ ,; _. — PSF 38.9 36.9 44.8 PSF PSF 37.5 — 37.5 PSF 5- 45.7 PSF PSF +39.7 zone 4 zone 4 zone 5 zone 4 zone 4 — -- — T ` zone 4 PSF _-36.6— — — - -- -- zone 4 - — — , . t,� .�- , S I PSF 4 z z LU m z 0 U z LU LU F- x F- LU U CL d w m J Z O Q Q U w H- U a LU F- LL O Y 0 J ¢ z 0 LU F- Z) F- N U z O U z LU It LU m 3 LU LU r z LU z 0 z z J J Q Front Elevation (North 1 /411 = 1'-011 2 Rear Elevation (South) KEY NOTES 1. RESTORE DAMAGED STUCCO FINISH, PAINTED. 2. EXIST. FLAT ROGF TO REMAIN. 3. EXIST, ELECTRICAL SERVICE (REFER TO ELECTRICAL SHEETS). 4. EXIST. OPENING TO BE BLOCKED AND FINISH TO MATCH EXIST TEXTURE. 5. REPLACE EXIST. METAL WORK, SHOP DRAWINGS TO BE PREPARED FOR REVIEW PRIOR TO FABRICATION. 6. EXIST LOW WALL TO REMAIN. 7. A/C EQUIP. 10. GAS METER, 11. GAS WATER HEATER. I L APPRUL Zubillaga D E S I G N 200 CRANDON BLVD. SUITE 314 KEY BiSCAYNE. FLORIDA. . 33148 TEL. 305-MS-1284 ARCHITECTURE I CERTIFICATION No. AA0003002 • O . Y a l a • • . o • �V • • a •sae co M L. T— z COcM 0 co W/� L W � O N N 0 C 1� N g LU G r f^l), n. z 70 -2 L 0 Co 0 E C 65_ W U F • Z U U LU C13 d' 0a � Z a DATE : 11-25-20 1 No. Description Date SCALE: AS NOTED BY: OR JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 01g1[la1Ig signedby JuanJ DN:N: c=US, p=Zubillaga Design Juan J Inc., a=Ao141 OCOOM0112A997DI � -Juan J i" 4,- D 2.16120325 •i J Y ' 14 T THESE PLANS ARE THE PROPERTY OF ZUBILLAGA DESIGN, INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR THE PROJECT NAMED ABOVE. OONSULTANT; I PAGE It A-3 12/14/2020 11:04:08 AM 3 Z Z w Z z O U Z w r- w _ H- _ w I- U J EL 0 ❑ w CO J Z O r Q z U F- x U Q w r IL 0 Y O J Z 0 D_ 0 w F- F Z z 0 U Z W w w _ U) g w w ¢ Z uj ¢ O z J I' +33.3 1 PSF -36.2 I PSF zone 4 u PSF PSF +34.4 +34.4Mz-45 -37.3 �5.7zone 4 zone 5 Left Elevation (East 1 /411 = 1'-011 Exist - 4" 71F 8'-4-4° �1 Fin. -Floor SI / U - xist Living TO " 11'-0" V Exist T.O.n —8i_ B _ � Fin. Floor Slab 0 0 2 Right Elevation (West) 1 /4" = 1'-0" i APPR p„_ n R f Zubilla�ga D E S I N 200 CRANDON BLVp. SUF7E 314 KEY el'sc NE, FLORIDA . 33148 TEL. 305-3654284 ARCHITECTURE CERTIFICATION No. AA0003002 0 Co OMO MML � M W w m O '^ V! L O M _ _LU N E w ��/� vJ co Z 70 - N o C: CY) O CIO0')U) a � �W7 Z E U W 0 6 m 5 F O U DATE : 11-25-20 L1 No. Description Date SCALE: AS NOTED BY: OR THESE PLANS ARE THE PROPERTY OF ZUBILLAGA DESIGN, INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR THE PROJECT NAMED ABOVE. CONSULTANT: PAGE #: A 4 15,IN 21'IN CLEARANCE 15 IN.--jw-i{ 21' IN CLEARANCE 21 1.N. CLEARANCE WALL1 :09tk IN. "IN, I MIN. I 24 IN, CLEARANCE IN F90NTOF OPENING SHOWER WATER CLOSET OR BIDET i WALL is 21 IN, WATER CLOSE +� TUB )m Fixtures Diaq. (Min. Di I1. WALL Door Schedule Door Number Door Type Width HeightF Type Finish Remarks Lockset I Comments 01 SWING 21-6" 6' - 8" Wood Privacy 02 SWING 2'- 6" 61.811 Louver Wood Passage 03 SWING 3'- 0" 6' - 8" Wood Privacy 04 SWING T - 0" 6' - 8" Wood Privacy 05 SWING 21-61, 61-8-1 Louver Wood Passage 06 SWING 3' - 0" 61- 8" Wood Privacy 07 SWING 4' - 0" 6' - 8" Pivot Wood Passage 08 SWING 2' - 6" 61- 8" Wood Privacy 09 SWING 2'- 6" 6' - 8" Wood Privacy 10 SWING 2' - 0" 6'- 8" Louver Wood Passage 11 SWING 2'- 6" 61- 81' Wood Louvered Passage 12 SWING 3' - 0" 6' - 8" French AUGLS Exterior Lock 13 SWING 2'- 6" 61- 8" French AUGLS Exterior Lock 15 SWING 21- 6" 61- 8" Wood air tight Passage G-1 overhead 8' - 6" 7' - 0" Elec Existing to remain Lock G-2 overhead 9' - 0" T - 0" Elec Existing to remain Lock N-1 SWING 3' - 0" 6,-8., AUGLS Exterior + Must Have N.O.A Lock N-2 SLIDING 12' - 0" 6' - 8" XOOX AUGLS Exterior+ Must Have N.O.A Lock N-3 SLIDING 6' - 0" 6' - 8" 00 AUGLS Exterior + Must Have N.O.A Lock DOOR NOTES: 1. Contractor shall be responsible for submitting door shop drawings for Owner / Architect approval prior to fabrication. 2. Door dimensions are nominal, final dimensions to be coordinated with manuf, and structural plans prior to construction. 3. All door styles, hardware, frames, trim and finishes to be selected an approved by owner prior to installation. 4. Provide thresholds and weatherstrips for all exterior doors. 5. All interior doors to be solid wood, recess panel painted white with wood casing as selected by owner (trustile or approved equal) 6. Contractor to verify existing opening in field. 7. Contractor shall be responsible for coordinating masonry and structural openings. 8. Exterior Glass Doors most be glazed w/ impact resistant glazing. Window Schedule MARK Model - Description Rough Opening Material Quantity Comments/Remarks Width Height A C CASEMENT CASEMENT 2'-6" 3'- 0" 4'-611 4'- 6" Alum/GL Alum/GL 7 1 NO(a r)- Ip11 .�a D CASEMENT 3' - 0" T - 6" Alum/GL 2 E CASEMENT 3'- 0" 4' - 6" Alum/GL 2 EGRESS F1 F2 FIXED GLASS FIXED GLASS 21- 6" 2'- 8" 4'- 6" 6'- 8" Alum/GL Alum/GL 2 1 NOA l _ loaal0 F3 FIXED GLASS 8' - 0" 1' - 61' Alum/GL 2 F4 FIXED GLASS T - 0" 4'- 61, Alum/GL 1 F5 FIXED GLASS 3' - 0" T - 0" Alum/GL 1 F7 FIXED GLASS 3' - 0" 1'- 6" Alum/GL 4 F8 FIXED GLASS 8' - 0" T - 61, Alum/GL 1 F9 FIXED GLASS 6-6" 6- 0" Alum/GL 1 F10 FIXED GLASS 61-61' 6'- 011 Alum/GL 1 EGRESS G CASEMENT DBL (2) 2'- 0" 4'- 6" Alum/GL 4 EGRESS No to . 10 11 H CASEMENT 3' - 4" 6' - 0" 3 J CASEMENT 3' - 0" 3' - 011 Alum/GL 3 S SLIDING AA ., 6' - 0" 3' - 011 Alum/GL 1 NO A IQ - I Coo.,;,- 1S I-IU llt 01\S WINDOW NOTES: N©b IQ 04 ws • I)q 7Z 1. Windows to be installed per approved Notice of Acceptance. 2. Windows to be impat resistant. 3. New wind ows to be Custom Casement with mullions to match existing windows (coord color /finish with owner) 4. Contractor to submit window shop drawings for Architect / Owner approval prior to submitting for permit. 5. Window dimensions shown are nominal. Final dimensions shall be coordinated with window manuf. structural plans and owner 6. Window head heights to match existing in same or adjacent elevation unless otherwise noted on plans. 7. All windows adjacent to showers and / or tubs to be installed with CAT II safety glass w/ obscure glass at showers) 8. All bedrooms to have a minimum of 1 egress window or door per FBC requirements. 9. Contractor to coordinate all masonry opening with manufacturer data. 10. Windows: U value 0.93 - SHGC 0.50 C,'Y ti A, �lo�e , I - Zubillaga D E S I G N 200 CRANDON BLVD. SUITE 314 KEY BISCAYNE, FLORIDA. 33149 TEL. 305-385-1284 ARCHITECTURE CERTIFICATION No. AA0003002 11 s !r, • • 11 O Co � � Zi ML W ♦'M J W 0 co LU O M O � �EL N N W z � ( 6 -2 2 o C: c V w � U �2 U L.:Z O C:)'� z Of 00 O DATE : 11-25-20 J: No. Description Date SCALE: AS NOTED BY: OR JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 JU y� J t 1 Zubill y�`` d" Dgitally signed by Juan J pd hblllaga DaN.c=US,a b111aga Design =A0141°000000172A991D an=JuanJ osz, zus THESE PLANS ARE THE PROPERTY OF ZUBILLAGA DESIGN, INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR THE PROJECT NAMED ABOVE. CONSULTANT: date/ PAGE #: A-5 12/14/202011,04:31 AM a z z w z Z O U z W F W H U J a 0 w m r z Z 0 0 z UL) W FF m U w m r w O Y J z (7 O LU H U) z O U z W LU w m J 5 Lu QF i z w z Z ¢ z Z i J a COVE #2 DIA. DOWELED IN@8"O.C. FORM & POUR CONC. CURB AND WRAP W/ CERAMIC TILE CERAMIC TILE WALLS TYPICAL BULLNOSE TILE SHOWER PAN OR MEMBRANE NOBLE COMPANY OR EQUAL STONE OR TILE 1 SHOWER DETAIL NOT TO SCALE 8" CONC. BLOCK lx3 P.T. FURRING 1/2" GYP. BIRD. WOOD BASE PRIMED AND PAINTED (AS SELECTED BY OWNER) FIN. FLOOR PROVIDE P.T.-.° a, _ ° 'NAILER AT BASE..: ° ..n 4' 5 3 5/8" MTL. STUD @ 16" O.C. W/ 1/2" CEMENTITIOUS BOARD MTL. TRACK ON P.T. 0 STUD SHOT TO SLAB WITH RAMSET 0 5 4 °' REINFORCED MORTAR BED SLOPE TO DRAIN CONCRETE SLAB NEW SHOWER DRAIN PROVIDE P.T. NAILER AT BASE. —5/8" G.W.B. BASE AS SCHEDULED. FINISH FLOOR AS SCHEDULED 25 GAUGE CONTINUOUS METAL BOTTOM TRACK e CAULKING BEADS CONT.. . a` =4 CONCRETE SLAB., ° a i e TYP. BASEBOARD DETAIL NOT TO SCALE SCHE THRESHOLD DETAILS NOT TO SCALE 1 LAYER 5/8" TYPE "X" GYPSUM BIRD., 5d CEMENTED -COATED OR RINK SHANKED NAILS @ 6" O.C. 8" X 12" TIE BEAM (TYPICAL) 8" CONC. BLOCK BETWEEN GARAGE AND HOUSE STUCCO FINISH AT GARAGE SIDE ATTIC INSULATION PREFAB. WOOD TRUSS BOTTOM CHORD ": p_ �—FURRING @ 16" c./c. 1 "x2" P.T. FIRE STOP TIGHLY AND SECURELY FITTED INTO PLACE AND LIMIT TO 8'-0" MAX. HORIZ, AND VERT. 2 FIRE STOP DETAIL NOT TO SCALE FyE:YF�1 CONT. 2X6 RABBITEI 6 JAMB DETAIL NOT TO SCALE 1"x3" FURRING AND 1/2" DRYWALL —�� — DOOR BEYOND I I I I MARBLE THRESHOLD I TYP, (a), ALL BATH THERSTRIPPING I L INSERT CERAMIC TILE I FINISH X Q FLOOR ON THINSET I I I I N FIN. SCHED. ,1711 - CONC. SLAB e G.W.B. FIN. ;ONC. BLK. W/ 1#5 .ED W/ CONC. ).T. WD. BLK. W/ HILTI #CRS 12 HC AT 12"O.C. STAGGERED OM TOP AND BOTT. OR 2" TAP- 3 AT 24" O.C. STAGGERED P-CON AT 24" O.C. 3 7 10 KITCHEN CABINET DETAIL NOT TO SCALE 5/8" STUCCO FIN. CKiL�M 2X6 RABBITED WOOD BUCKS TO BE 1X3 P.T. FOR WINDOWS AND 1X4 P.T FOR S.G.D AND NAILED WITH HILTI #CRS 099-112HC @ 12" O.C. AND 3" FROM TOP AND BOTT HEADER DETAIL NOT TO SCALE 2"X4" CONT. WOOD BACKING IN BETWEEN STUDS, 3 5/8" OR 5 5/8" CHANNEL SHAPE STUDS @ 16" O.C. 2"X4" CONT. WOOD BACKING IN BETWEEN STUDS. l/2" G.W.B. FIN. a< TIE BEAM SEE STR. DRAWINGS FOR SIZE & REINF. 1X4 P.T. WD. BLK. W/ HILTI #CRS 099-112 HC AT 12"O.C. STAGGERED 6" FROM TOP AND BOTT. OR 2" TAP - CONS AT 24" O.C. STAGGERED TAP -CON AT 24" O.C. NOTE: PROVIDE SOUND INSULATION TO ALL BATHROOM, A/C, AND EQUIPMENT CLOSET WALL PARTITIONS. 8" CONC. BLOCK 1x3 P.T. FURRING 1/2" GYP. BIRD. WOOD BASE PRIMED AND PAINTED (AS SELECTED BY OWNER) FIN. FLOOR PROVIDE P.T. NAILER- s. AT BASE:° ae.v p' • ° • ° • ° .4. • .A e BASE BOARD DETAIL NOT TO SCALE 8" CONC. 2 11 OR MARBLE SILL LECTED BY OWNER) ONC. CAP #5 CONT. SIGN RD. ON FURRING TYPICAL WINDOW SILL DETAIL NOT TO SCALE ear >q/ ft. a Floor q. ft.) EMERGENCY ESCAPE WINDOW (EGRESS) NOT TO SCALE NOT USED NOT TO SCALE A17, Zubilla�ga D E S I N 200 CRANDON BLVD. SUITE 314 KEY BISCAYNE, FLORIDA. 33148 TEL. 305-385-1284 I ARCHITECTURE CERTIFICATION No. AA0003002 -- -0 `j •• • • a e _., ...0 v T_ z MLL w ��� W• L L O M m N W w � C z 70 72 2 o co O m 6 m W 0 L _ Z U Lu Q O 5 '� z a ` M 0 =OFB ARE THE PROPERTY OF ON, INC. AND MAY NOT BE WITHOUT THE WRITTENN OF ZUBILLAGA DESIGN, INC.DED TO BE USED SOLELY FOR NAMED ABOVE. CONSULTANT: PAGE #: A-6 12/14/2020 11:04:34 AM I- z Ill U) z 0 U z w F w F F 0 w U J a 0 w m J Z 0 0 Z U w F- U w I- LL 0 D_ J z U T 0 w z z O U Z ILL! Of w J w z w r z Z 0 z 0 J J 3-5/8"/ 25 GA. MTL STUDS @ 24" O.C. 1/2" DRYWALL 3-5/8"/ 25 GA. RUNNER CHANNEL SCREWED TO STRUCTURE @ 24" O.C. 1 NOT USED 2 NOT TO SCALE 5 NOT USED NOT TO SCALE HORIZONTAL LADDER WALL REINF EVERY OTHER COURSE (EMBED MIN. 4" MINI/2" DRYWALL FIN O/ 7/8" PT. FURR. @- INTO EXIST. EA SIDE 16" O.C. W/ R.5 RIGID INSULATION (TYP) NEW 8" CMU INFILL r EXIST. CMU `EXIST. CMU NEW STUCCO FIN, TO MATCH EXIST. (5/8" MIN.) 7 TYPICAL DUR-O-WALL DETAILS NOT TO SCALE PROVIDE 2 X 1WD BLOCKING 4T CABINET iNALLS (TYP) PROVIDE BATT SOUND INSULATION TO 41L NEW PARTITIONS SURROUNDING BATHS AND A/C CLOSETS. 1/2" DRYWALL FLOOR FIN (SEE SCHEDULE) WALL TYPE 2 INT PART -(NON LOAD BEARING) NOT TO SCALE ALUMINUM FRENCH DOOR BY PGT (APPROVED EQUAL) OR EXTERIOR (METAL OR WOOD) FRONT DOOR (SEE SCHEDULE) [INTERIOR METAL THRESHOLD W! WEATHERSTRIP INSIDE FLOORING MATERIAL EXTERIOR BASEBOARD OWNER SELECTED BULLNOSE EDGE WOOD SHIM EXTERIOR FLOORING 4 4 �— CONCRETE SLAB (SEE MATERIAL STRUCTURAL DRAWINGS) DOOR THRESHOLD DETAIL NOT TO SCALE 9 GAUGE DUR-O-WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) 9 GAUGE DUR-O-WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) 8"x8"x16 MAE OPENING INFILL DETAIL NOT TO SCALE DRY SIDE 3-5/8"/ 25 GA. MTL STUDS @ 24" O.C. 1/2" DRYWALL 3-5/8"/ 25 GA. RUNNER CHANNEL SCREWED TO STRUCTURE @ 24" O.C. U WET SIDE m I- U) w w 0 O S U TILE FIN. (MIN. 6-0" HIGH @ TUBS/ ) SHOWERS) O/ M.R. CEMENTITUOUS z FIBER REINF. TILE BACKER BOARD 0 FLOOR FIN (SEE SCHEDULE) <D 3 WALL TYP 3 INT PARTITION WET AREA NOT TO SCALE EXISTING 2 X 10'S RAFTERS EXISTING 1"X4" P.T. WOOD FIRESTOP @ 8'-0" A.F.F. MAX. (TYP.) ROOFING TO REMAIN ExistT.O.B � k-44 V EXIST. T.B. TO BE REINF., SEE STRUCTURAL SHEET. SLIDING DOORS SEE FLOOR PLAN Fin. Floor Slab EXISTING 0' _ 0" CONC. SLAB NEW WOOD DECK (SEE STRUCT.) TYPICAL , , — — � DUR-O-WALL DETAIL III FIN. GRADE IIII I � I I� _ I _— III I IIIIIIII I I IIII I IIII—III IIIIII=III I I I IIIIIII 1I III=III_ III111IIIIII-III=III 1I11I11I1 EXIST. FOOTING III III III —III III —III FOOTER FOR DECK (SEE STIR CT.1 ' III — a ° p I I IIIII I � I 1=III —III—III—IIIIIII � i I I I� i i °i=i i �ii i�i' I i i I I I � i i I 1 11 I II 1 11 11=1 1 11 1 11 1 11 11 IIIIIIIIIIIIIIIIIIIII 'YPICAL DUR-O- /ALL a CORNER DETAIL 10 TYPICAL REINF. BEAM AND WOOD DECK SECTION NOT TO SCALE (N 4 VENT THRU ROOF DTL. NOT TO SCALE EXIST FLUE AND DAMPER TO REMAIN EXIST. WALLS TO REMAIN NEW FURRED OUT PARTITION APPLY SMOOTH PLASTER ON WIRE LATH Living EXIST FIRE BRICK TO REMAIN — NEW TILE ON CANTILEVER HEARTH, FIN. FLR FIN. SEALANT (TYP.) CAP MEMBRANE FLASHING SEALANT(TYP.) BASE MEMBRANE FLASHING STH-1 TOP OF ROOF DECK 1'-0" g , EXIST CONC. SLAB. e -'i 'i I IIIIII—III=1 II 11 Den -1 I I1 i 11 I I1 e 51 11 SECTION THRU EXIST. FIRE PLACE NOT TO SCALE Zubillaga D E S I G N 200 CRANDON BLVD. SUITE 314 KEY BISCAYNE, FLORIDA. 33149 TEL. 305-365-1284 ARCHITECTURE CERTIFICATION No. AA0003002 �f r - � f O 0C) C6 m ML cor' W J J o 0 '^ m � wir U) O N O 5� L LLD ` �/H/�� W z mo -0 O lL c LIJ U U Z E F 5L CY) ZO [DATE: 11-25-20 No. Description Date SCALE: AS NOTED BY: OR JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 Digitally signed by Juan idaUS,o=Zu6111aga Juan J ON Design Zu b l is 1'1111111AI11Di Juan J Zubillaga }1pt p F p6120827 050 I § Cj ITHESE PLANS ARE THE PROPERTY OF ZUBILLAGA DESIGN, INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR THE PROJECT NAMED ABOVE. II CONSULTANT: II PAGE #: A-7 12/14/2020 11:0436 AM GENERAL 1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL OTHER DRAWINGS, CONTRACTOR SHALL COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, HANGERS AND ANCHORS. 2. CONTRACTOR SHALL REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED. 3. DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR REFERENCED , BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED OR REFERENCED. 4. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED A - N WN D N S(+X' X"), REFERENCED TO THE FINISHED FIRST FLOOR ELEVATION DATUM = t0'-0". FOR ACTUAL FINISHED FIRST FLOOR ELEVATION (N.G.V.D.) REFER TO SURVEY. 5. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE. 6. ALL ITEMS SHOWN IN THESE DRAWINGS ARE NEW CONSTRUCTION UNLESS SPECIFICALLY NOTED AS EXISTING. DESIGN CRITERIA STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND SPECIFICATIONS: 1. FLORIDA BUILDING CODE (FBC), 2017 6th EDITION. 2. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 3. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 4. TMS 402-16/ACI 530-13/ASCE 5-11. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 5. TMS 602-16/ACI 530.1-13/ASCE 6-11. SPECIFICATIONS FOR MASONRY STRUCTURES. 6. AISC, AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STEEL FOR BUILDINGS", 15th EDITION, 7. Aws D1.0 AMERICAN WELDING ASSOCIATION "CODE FOR WELDING IN BUILDING CONSTRUCTION". LATEST EDIT0 . 8. IN THE EVEN OF CONFLICT BETWEEN PERTINENT CODES AND REGULATIONS AND THE REQUIREMENTS OF THE REFERENCED STANDARDS OF THESE SPECIFICATIONS, THE PROVISIONS OF THE MORE STRINGENT SHALL GOVERN. 9. DESIGN LOAD: A) LIVE LOADS: NON -ACCESSIBLE ROOF, ........................ _30 PSF. UNLESS OTHERWISE NOTED. B) WIND LOAD: ULTIMATE WIND SPEED, ....... -..........:...V= 175 MPH RISK CATEGORY....... ........................II WIND EXPOSURE:..... ........................0 INTERNAL PRESSURE COEFFICIENTS .... ...... Gcpi = t 0.18 10. WIND LOAD IS CALCULATE AS NOMINAL WIND LOAD BASE ON FBC 2017. SITE PREPARATION 1. STRIP THE ENTIRE FOOTINGS AND BUILDING CONSTRUCTION AREAS PLUS 5 FEET OUTSIDE PERIMETER OF ALL TOPSOIL AND GROUND VEGETATION DOWN (NO LESS THAN 12 INCHES) TO CLEAR GRANULAR MATERIAL WHEREVER ENCOUNTERED. 2. PRIOR TO PLACING NEW FILL, SATURATE AND COMPACT THE UPPER 12 INCHES OF THE EXISTING SOIL, INCLUDING A FIVE FOOT WIDE PERIMETER ZONE THAT EXTENDS BEYOND ITS OUTSIDE LINES, TO MINIMUM OF 95% OF ASTM D-1557 MAXIMUM DRY DENSITY. 3, BACKFILL CONSTRUCTION AREAS TO REQUIRED ELEVATION IF NEEDED USING CLEAN GRANULAR MATERIAL PLACED IN LIFTS NOT TO EXCEED 12 INCHES IN THICKNESS AND COMPACT EACH LIFT TO MINIMUM OF 95% OF ASTM D-1557 MAXIMUM DRY DENSITY WITH 2 PERCENT OPTIMUM MOISTURE CONTENT. 4. EXCAVATE FOOTING AREAS ONLY IF NEEDED TO PROPER DEPTH AND RECOMPACT USING HAND HELD ORWALK-BEHIND COMPACTOR PRIOR TO PLACEMENT OF REINFORCEMENT STEEL, THE EFFORT SHOULD ACHIEVE A RELATIVE COMPACTION OF 957 OF ASTM D-1557 TO A MINIMUM DEPTH OF 12 INCHES BELOW THE EXCAVATION BOTTOM. 5. CARE SHOULD BE TAKEN NOT USE VIBRATION IN CASE OF EXISTING STRUCTURES IN THE VICINITY OF THE CONSTRUCTION AREA, IF VIBRATION CAN NOT BE USED FOR COMPACTION, STATIC COMPACTION MAY BE APPLIED. HOWEVER, IN THE CASE, THE COMPACTED LAYER SHOULD NOT EXCEED 6 INCHES IN THICKNESS. 6. ALL CONSTRUCTION FILL MATERIAL SHALL BE CLEAN GRANULAR SOIL, FREE OF ORGANICS OR OTHER DELETERIOUS MATERIAL, AND SHALL CONTAIN NO MORE THAN FIVE PERCENT FINES PASSING A U.S. STANDARD NO, 200 SIEVE. (CLASSIFIED AS SW/GW) 7. VERIFY ALL COMPACTION EFFORTS BY TAKING AN ADEQUATE NUMBER OF FIELD DENSITY TEST IN EACH LAYER OF COMPACTED MATERIAL. 8. REPRESENTATIVE SAMPLES OF THE ON SITE AND PROPOSED FILL MATERIAL SHALL BE COLLECTED AND TESTED TO DETERMINE THE CLASSIFICATION AND COMPACTION CHARACTERISTICS. 9. ALL GEOTECHNICAL WORK MUST BE PERFORMED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE TO VERIFY COMPLIANCE WITH OUR SPECIFICATIONS AND THE FLORIDA BUILDING CODE. 10. AFTER THE INSTALLATION OF ANY PLUMBING AND ELECTRICAL PIPING; THE DISTURBED AREAS BE RECOMPACTED AND ADDITIONAL DENSITY TEST BE PERFORMED TO VERIFY PROPER COMPACTION OF THE DISTURBED AREAS. 11. IN THE EVENT OF EXISTING STRUCTURES, EXISTING FOOTING OR PROPOSED DRAINAGE LINES, PROVISIONS SHALL BE MADE BY THE STRUCTURAL ENGINEER AND SITE CONTRACTOR TO PROTECT ALL FOOTINGS FROM UNDERMINING AND EXPOSURE, THE GEOTECHNICAL ENGINEER SHALL BE NOTIFIED OF THESE CONDITIONS TO EVALUATE THE APPLICABILITY OF HIS RECOMMENDATIONS. FOUNDATION 1. SOIL STATEMENT: FOOTINGS HAVE BEEN DESIGNED FOR 2,000 P.S.F. BASED ON A SITE VISIT CONDUCTED BY OUR OFFICE AND BY VISUAL OBSERVATION WAS DETERMINED THAT THE SOIL PROFILE CONSISTS OF 0-0.5 FEET OF BROWN SAND WITH LIMESTONE GRAVEL, UNDERLAIN BY NATURAL LIMESTONE BEDROCK. 2. ALL FOOTING EXCAVATION AND COMPACTION SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER FOR THE BEARING CAPACITY INDICATED ABOVE PRIOR TO CONCRETE PLACEMENT. 3. FOOTINGS SHALL BE FOUNDED ON WELL COMPACTED VIRGIN SOIL OR ON ENGINEERED FILL AT THE ELEVATIONS SHOWN. 4. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE SOFT OR WEAKENED SOIL WITH STRUCTURAL FILL. 5. ELEVATIONS SHOWN AT FOOTINGS ARE TOP OF FOOTING ELEVATION (T.O.F.). 6. ALL EXTERIOR FOOTINGS TO BEAR MINIMUM 2'-0" BELOW ADJACENT GRADE. UNLESS OTHERWISE NOTED. ADJUST BOTTOM OF FOOTING AS REQUIRED. 7. FOR CONTINUOUS WALL FOOTINGS, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN (48) BAR DIAMETERS AND REINFORCEMENT SHALL BE CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE CORNER (48) BAR DIAMETERS OR BY ADDING MATCHING REINFORCING STEEL, WHICH SHALL EXTEND (48) BAR DIAMETERS FROM EACH CORNER OR CHANGE IN DIRECTION. WHEN THREE OR MORE BARS ARE REQUIRED, THE BARS SHALL BE HELD IN PLACE AND ALIGNMENT BY TRANSVERSE BARS SPACED NOT MORE THAN (4) FEET APART. SHOP DRAWINGS: LIST OF ITEMS THAT REQUIRED SHOP DRAWING TO BE SUBMITED TO THE FOR 1. WINDOWS AND DOORS. 2. NO SHOP DRAWINGS SHALL BE SUBMITTED FOR ARCHITECT/ENGINEER'S REVIEW UNTIL AFTER THEY HAVE BEEN REVIEWED AND NOTED FOR CONSTRUCTION METHOD, DIMENSIONING, AND OTHER TRADE REQUIREMENTS BY THE CONTRACTOR, AND STAMPED WITH THE CONTRACTOR'S APPROVAL SEAL. ENGINEER ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS OR OMISSIONS, AS A RESULT OF CHECKING AND REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF DRAWINGS BY ENGINEER, AND EVEN THOUGH WORK DONE IN ACCORDANCE WITH SUCH SHOP DRAWINGS. SOIL COMPACTION 1. COMPACTED SOIL IS TO PROVIDE A SATISFACTORY SUBGRADE FOR THE LOAD BEARING CONCRETE SLAB ON GRADE. BACKFILL MATERIAL SHALL BE GRAVELLY SOILS, WELL -GRADED SANDS, AND SAND -GRAVEL MIXTURES RELATIVELY FREE OF PLASTIC FINES AND CLASSIFIED AS SP, SW, SP-SM OR SW-SM. 2. FILL AND BACKFILL SHALL BE BE PLACED IN LIFTS NOT EXCEEDING 12 INCHES IN LOOSE THICKNESS. EACH LIFT SHOULD BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY NEAR THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-1557. TERMITE PROTECTION PER FBC SECTION 1816, TERMITE PROTECTION SHALL PROVIDED BY REGISTERED TERMINTICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION., UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT; "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." CONCRETE SLAB ON GRADE 1. WELDED WIRE REINFORCEMENT FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LOCATED IN THE MIDDLE TO THE UPPER ONE-THIRD OF THE SLAB. UNLESS OTHERWISE NOTED. 2. WELDED WIRE REINFORCEMENT FABRIC SHALL BE SUPPORTED WITH THE APPROVED MATERIALS OR SUPPORTS AT SPACING NOT TO EXCEED 3 FEET IN ANY DIRECTION, OR IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 3. A 6 MILS POLYETHYLENE VAPOR RETARDER SHALL BE LAPPED NOT LESS THAN 6 INCHES. 4. ISOLATION JOINTS MUST BE USED AT JUNCTONS WITH WALLS AND COLUMNS, USE 1/2" THICK PREMOLDED JOINTS FULL DEPTH OF SLAB. UNLESS OTHERWISE NOTED. 5. PLACE CONTROL JOINTS AT CENTER LINE OF COLUMNS. FOR UNREINFORCED OR PLAIN CONCRETE SLAB, PROVIDE JOINT SPACING OF 24 TO 36 TIMES THE SLAB THICKNESS UP TO A MAXIMUM SPACING OF 12 FEET. UNLESS OTHERWSE NOTED. 6. THE RATIO OF LONG SIDE TO SHORT SIDE OF THE SLAB SHALL BE A MAXIMUM OF 1.5. HOWEVER, A RATIO OF 1 TO 1 IS PREFERRED. 7. CONTROL JOINT DEPTH SHALL BE AT LEAST 1/4 OF THE SLAB THICKNESS OR A MINIMUM OF 1 INCH, WHICHEVER IS GREATER. JOINTS SHALL BE SAWED WITHIN 4 TO 12 HOURS AFTER CONCRETING, 8. CONSTRUCTIONS JOINT MUST BE PLACED IN THE SLAB WHERE BUILDING EXPANSION JOINTS ARE SHOWN. UNLESS OTHERWISE NOTED. 9. WHEN CONCRETING AND OPERATING ARE CONCLUDED FOR THE DAY, CONSTRUCTION JOINTS SHALL BE FORMED WITH BURKE KEYED KOLD METAL JOINT FORM OR APPROVED EQUAL. 10. ANY STRUCTURAL MEMBER PENETRATING SLAB ON FILL IS TO BE 1/i" PRE -MOLDED JOINT FILLER COMP0ING WTH ASTM D-1752, TYPE I. 11. PREMATURE FINISHING IS NOT ALLOWED. IMMEDIATE FOLLOWING FLOATING, TROWELING WITH STEEL TROWELS SHOULD BE COMMENCED IF REQUIRED. GROOMING SHALL BE AFTER THE STEEL TROWELING OPERATION. 12. SLAB FINISH TYPE: INSIDE BUILDING - STEEL TROWELED; OUTSIDE SLAB - BROOMED, UNLESS OTHERWISE NOTED. 13. ALL SLAB AND WALKWAYS SHALL BE SLOPED AWAY FROM BUILDINGS WITH A MINIMUM SLOPE OF 1/8" PER FOOT. MASONRY CONSTRUCTION NOTES: 1. DESIGN MASONRY ASSEMBLAGE STRENGTH, F'M = 1500 PSI. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE A MINIMUM OF 2000 PSI. 2. SPECIAL INSPECTION IS REQUIRED FOR THE REINFORCED MASONRY WALL. 3. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND BE MANUFACTURED WITH MEDIUM WEIGHT AGGREGATE. 4. MORTAR SHALL CONFORM TO ASTM C 270 TYPE "M" (2500 PSI). GROUT FOR FILLED CELL SHALL CONFORM TO ASTM C476 AND SHALL NOT CONTAIN ADMIXTURES. GROUT SHALL ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI, SLUMP 9 IN. 5. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 / A615M, GRADE 60 AND SHALL HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI 315. SHOP -FABRICATE REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR HOOKED. 6. MINIMUM No. 9 GAGE HORIZONTAL REINFORCEMENT AT 16" SPACING LADDER TYPE FOR REINFORCED WALL AND TRUSS TYPE FOR ALL OTHERS SHALL BE PROVIDED. THIS REINFORCING SHALL EXTEND 4 INCHES INTO TIE COLUMNS OR BE TIED TO STRUCTURAL COLUMNS. 7. ALUMINUM CONDUITS, PIPES, AND ACCESSORIES SHALL NOT BE EMBEDDED IN MASONRY GROUT, OR MORTAR, UNLESS EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM -CEMENT CHEMICAL REACTION OR ELECTROLYTIC REACTION BETWEEN ALUMINUM AND STEEL. 8. PROVIDE VERTICAL REBARS ACCORDING TO PLAN OR WALL SCHEDULE. SEE "TYPICAL WALL END AND CORNER DETAILS" FOR SPECIAL REINFORCING DETAIL, 9. VERTICAL REINFORCEMENT MUST HAVE A MINIMUM 48 BAR DIAMETER LAP SPLICE. UNLESS OTHERWISE NOTED, CENTER WALL REINFORCEMENT IN BLOCK CELLS. USE NONMETALLIC BAR POSIT]ONERS. 10. PROVIDE DOWEL REINFORCEMENT IN FOUNDATION OF SAME SIZE AND SPACING AS VERTICAL WALL REINFORCEMENT, 11. PROVIDE A CONTINUOUS BOND BEAM AT TOP OF WALL WITH 2-#5 BARS INSIDE. VERTICAL REBARS SHALL BE DEVELOPED INTO BOND BEAM, UNLESS OTHERWISE NOTED. 12. BRACE TOP OF INTERIOR, NON -LOAD BEARING MASONRY WALLS TERMINATING AT THE UNDERSIDE OF FLOOR OR ROOF STRUCTURE AGAINST OUT -OF -PLANE MOVEMENT IN ACCORDANCE WITH THE "TYPICAL NON -BEARING CMU WALL BRACING" DETAIL. 13. PROVIDE CONCRETE LINTEL AND WINDOW SILL ACCORDING TO SCHEDULES IN TYPICAL OPENING DETAIL STEEL: 1. STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE "AISC'S SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL OR BUILDINGS", 13TH EDITION. 2. STRUCTURAL STEEL PLACEMENT DRAWINGS AND MATERIAL LISTS SHALL CONFORM TO AISC'S STRUCTURAL STEEL DETAILING", LATEST EDITION. 3. STEEL MANUFACTURER SHALL SUBMIT SHOP DRAWINGS LAYOUT AND STRUCTURAL CALCULATIONS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER TO ENGINEER OF RECORD FOR REVIEW PRIOR TO FABRICATION. (ONE PAPER SEPIA AND ONE PRINT OF EACH DRAWING.) 4. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A) SQUARE AND RECTANGULAR HSS...................ASTM A 500, GRADE B, FY = 46 KSI ROUND HSS.....................................................ASTM A 500, GRADE B, FY = 42 KSI B) PLATES.............................................................ASTM A 36/ A 36M C) HIGH STRENGTH BOLTS....................................ASTM A 325 D) HOOKED ANCHOR RODS...................................ASTM F 1554, GRADE 36 E) ANCHOR RODS W/ NUT AND WASHER ............ ASTM F 1554, GRADE 36 F) THREADED ANCHOR ROD.................................ASTM A 36/ A 36M G) WELDING ELECTRODES.....................................AWS D1.1/D1..1M, E70XX 5. FIELD CUTTING OF STRUCTURAL STEEL MEMBERS BY ANY TRADE SHALL NOT BE PERMITTED. BOLT HOLES SHALL NOT BE CUT OR ENLARGED BY FLAME CUTTING IN THE FIELD. 6. ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. 7. DELETE PAINT ON ALL STEEL TO RECEIVE SPRAYED ON FIREPROOFING OR CONCRETE ENCASEMENT. SHORING, RESHORING AND TEMPORARY BRACING 1. THE GENERAL CONTRACTOR (GC) IS SOLELY RESPONSIBLE FOR FIELD FORMWORK, SHORING, RESHORING, TEMPORARY AND PERMANENT BRACING DESIGN. SAFETY OSHA AND LABOR LAWS THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES NORPRESUMES TO POSSES ANY KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR LAW REQUIREMENTS FOR A CONSTRUCTION PROJECT. SAFETY AND COMPLIANCE WITH OSHA AND LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS CONSULTANTS TO ADDRESS THESE MATTERS. THE STRUCTURAL ENGINEER OF RECORD SPECIALIZES IN STRUCTURAL DESIGN ONLY. THE BOARD OF PROFESSIONAL REGULATION FORBIDS HIM FROM ASSUMING RESPONSIBILITY OUTSIDE HIS AREA OF EXPERTISE. LSCOPE OF WORK ------------------ ^-------------------------- r ^I 6' 7" 6 7„ _ 6 7„ „ _ 2-2X6 i- 2-2X6 T 2-2X6-- _T STRUCTURAL LUMBER: _I J oi� _J L_ J F-16 oil F-16 oi� F-16 0�o F-16 0 - Ico A. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE, NI LO N N IN GRADE NO. 2 (ALLOWABLE FB PER NDS-05) OR EQUAL U.O.N. i NIA S 2 Nib NiN -- -, = i 2 2X6 I,10 2 __2X6_ 1, ® 1 _ Jo 2-2X6- -� o B. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR -IC - T� TG L PERMANENTLY EXPOSED TO WEATHER SHALL BE PRESSURE TF-16 oLo F-16 0lo F-16 Rio Ft-16 PRESERVATIVE TREATED. ;n xl oid X ; 1 N colt XIH xlF- IN 1 NOTE: Nip NiC NIA 1 o „ o o � L"A" 2-2X16 CONTINUOUS WOOD LEDGER ATTACHED J- - _ _ - TO THE EXISTING CONCRETE WALL WITH 5/8" EXP. BOLT KWIK BOLT 3 @ 16" O/C. STAGGERED L SCOPE OF WORK EXISTING FOOTING TO REMAIN r------- - - - - -`---------�I B II 1 -5 11S-2 i FamilyI 2-2X6-2 _ _ f- --T - -1 f -- ---2X6 � X6__r �I I r -'- -1- - - -I, --- -I F-1 6 \ F-1 F-16 F�-1 olo olo o!o ooo o coi �I� �I� 31� �0 o NI x xl x N i0 i0 iED I I._ I � C C EXISTING I �O S 2 FOOTING TO REMAIN - - - - - - - - - - - - - - - - - EXISTING CONCRETE TB TO BE i REINFORCED W/12"X3/8" CONTINUOUS STEEL PLATE W 5 8"DIA. EXPANTION BOLT © 12" 0/C. STAGGERED Master Bedroom O O F FOUNDATION PLAN SCALE: 1 /4" = 1 ' -0" ntry I I I I SCOPE OF WORK I I I I 1 1 I � 1 ' NEW ' CONCRETE PAD I � I 2 Living S-2 ' 1 � -------------------- � 1 a 1 1 I I I I 1 I 1 I 1 r s\NA.Mg4F� Pv��OENS.. No. 70601 .� STATE OF 4:Pp�e OR\OP.Q� sS/ONALIt� Digitally signed by Alisina Malek DN:c=US,o=ASM Consulting Engineers, =AO1410D0000016 F 8- Q_OOOOEB2E, Date: 2020.12'.0 11:01:13-05'00' /1D Zubillaga D E S I G N 200 CRANDON BLVD. SUITE 314 KEY BISCAYNE, FLORIDA. 33149 TEL. 305-365-1284 ARCHITECTURE CERTIFICATION No. AA0003002 - �- �i • a YY.ivA V. -._ .. . ...•. e• a •ue• ® .... z 00 M o M z M U w o °J L L O tO M O G H Li-N N R `J (n m w - z_ `o c 00 O LL 0) Jc \V w 2 Z F_ LU 0 O M o EL 0 DATE: 11-25-20 1 No. Description Date I' ,I SCALE: AS NOTED BY: OR - -I JUAN J. ZUBILLAGA REG, ARCHITECT AR14147 THESE PLANS ARE THE PROPERTY OF ZUBILLAGA DESIGN, INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR THE PROJECT NAMED ABOVE. CONSULTANT: I l I i ,ASM Consulting E N G I N E E R S'-. ASM Consulting Engineers, Inc. 4836 SW 74TH CT MIAMI, FL 33155 STATE OF FLORIDA CA: 31393 TEL. (786) 325-0938 11/5/2020 6:15:21 PM 0 EXISTING CONCRETE SLAB I SECTION SCALE: 1/4" = 1'-0" EXISTING ROOF STRUCTURE TO REMAIN (V.I.F.) EXISTING T.0 B 4„ EXISTING CONCRETE BEAM BEAM TO BE REINFORCED 5/8" DIA. EXPANTION BOLT @ 12' O/C STAGGERED STEEL PLATE 12"X3/8" INSIDE SIDE OF EXISTING BEAM 2#6 X 2'-0" DRILL & DOWEL INTO THE EXISTING FOOTING W/ EPDXY MIN 8" EMB. NEW TIE COLUMN REINF. W/2#6 2#6 X 2'-0" DRILL & DOWEL INTO THE EXISTING FOOTING W/ EPDXY MIN 8" EMB. EXISTING FOOTING TO REMAING 1 S-2.0 ROOF AT THIS LOCATION NOT SHOWN FOR CLARITY. 6" I_ 1'-2 SECTION SCALE: 1/4" = 1 '-0" 3/8" DIA. KWIK BOLT W/ 4"MIN. EMB_ STAGGERED @14" O/C. TEEL PLATE 12"X3/8" INSIDE EXIST FLUE AND SSIDE OF EXISTING BEAM DAMPER TO REMAIN 1, 1'-2" EXISTING WA WALLS TO REMAIN NEW FURRED OUT PARTITION DO NOT REMOVE BEAM SUPPORTS AT EA SIDE UNTIL EXISTING CONCRETE BEAM HAS Living BEEN PROPERLY SHORED. SHORE EXIST. CONCRETE MEMBER EXIST FIRE BRICK UNTIL ALL ADDITIONAL TO REMAIN REINFORCEMENT ARE IN PLACE. NEW TIE COLUMN REINF.. W/2#6 3 S-2.0 2-2X6 (PT) ATTACHED TO THE WOOD FLOOR FINISHING WOOD POST W/ 2-5/8" DIA. BY OTHERS THRU BOLTS (H.D.G)—\x, /r2X6 @ 24" O/C. (PT) 4"X4" WOOD POST — NVJH28 (PT) BY NUVUE °III III —I ! I— ° _ — F-16 a � III III!I ° IIIIII SECTION A SCALE: 1/4" = 1'-0" S — 2.0 3#4 CONT. #4 CONT. EXISTING CONCRETE SLAB — NEW TILE ON CANTILEVER I a 1a #4 @16" 0/C. DRILL & DOWEL INTO THE EXISTING SLAB W/ EPDXY MIN 3"— EMB. EXISTING FOOTING TO REMAIN -- WOOD FLOOR FINISHING SECTION SCALE: 1/4" = 1 ' —0" SECTION SCALE: 1/4" = 1'-0" 0/C. (PT) D POST F-16 B S-2.0 2 S-2 I Digitally signed by Oca\NA.Mqz .,Alisina Malek Q`'.•'��ENSF•.'�' DN: c=US, a=ASM No. 70601 = Consulting Engineers, � E:. *: * - u=A01410D0000016F �:• stnTeof 8 x 500000EB2E, • F P. ;. ,�'o� t0R0 �� cn=Ali'sina Malek FSp�'" ' r.�`� Date: 2020.12.01 ��"''1 N v 11:01:47-05'00' o ubill pa 200 CRANDON BLVD. SUITE 314 KEY BISCAYNE, FLORIDA. 33149 TEL. 305-365-1284 ARCHITECTURE CERTIFICATION No. AA0003002 I - ca►� z T� `/ 00 FOFO (� CV-)Ui ° L M z 00 o CIO LIJ /�//�►. O K L 1� N N LU fn C z TZ �C:✓ Li `o co a W c ICUW u 2 _ Z 'E v z a � O DATE: 11-25-20 1 No Description Date I SCALE: AS NOTED BY: OR JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 THESE PLANS ARE THE PROPERTY OF ZUBILLAGA DESIGN, INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR THE PROJECT NAMED ABOVE. --I CONSULTANT: —I-- ! I ! I I ! �{I i I I 1 I IASM Consulting !E N G I N E E R S. ASM Consulting Engineers, Inc 4836 SW 74TH CT MIAMI, FL 33155 STATE OF FLORIDA CA: 31393 TEL. (786) 325-0938 11/5/20206:15:21 PM z w U z O U z Ud t_ of w _ _ t- 0 w U J a a w m z O z z Q F- L) LU _ U w I- I— LL O Y z C7 0 LU z z O U z w K w J w Q z w F- rn (D _z Of Q A3 timer A20 A/C #1 A34, 3(!1r A2 n wp, gf A8 120 v, recept. for ACCU maintance A20 , ,ICJ timer 0 \ b A27 - - - `. _ A27 \ l \ A4 I I / Master Bedroom j1111�1-)T A4 i / 1 � A278 � \ A27 I \ I 1 A27 A27 ` A3 A3 J v ,2 A4 1 alk in Closet L� vp y) I ® A2 IQA27 \ L_. pool light A24 / / / / / 1 1 1 ` J \ \ \ \ \ \ I \ I i 1 1 1 1 I I A3 . timer / New \ Q ew' i Ne / / existing electrical meter to remain - timer A2.0 C Exist A wp, gf A8 1W I I C.U. GFI A8 I FCU ool pump A26, 28 tankless w/h - internal recirculation pump ,-Ird- ���gggas meter timer A32 �.�+� 1 A20 10 IN i djer `power from cu. low - Avoltage wiring c D GFr A8 1 l A20xist garage Exlsl A20 - - UPener WP. gfi AS A3 �r i I dishwasher A15 I I disposal Al2 ♦ _ _ _ _ N A41 _ �I�\ AGFI13 `\ 'o o GFI---�A1 I -1 - -// - ' q2 ,-_ o f� r / \ GFI `� \ I 3 Q iI In \\C!}'_ Dining �: - -0{ GFI Room A2 - - - - A13 Al I Kitchen I ,7- C` TOP / _ , MOUN/fF�fl -' � / / ` ' , GFI wp --- ---- III=� -- -- - - - - -A3 mw A8 - Doff e n REF. A1m9 GFI --Y Al 'r A14 i r A13 GFI A23 I�. N. A2g F A21 M. Bath A2 \ Den - A29 A3 C- 1 / - \ - 1 i Living Al AA35, A22--- � I I _ I A13 i A22 Alvp I , 1 � A29 �A23 , 1 / 1 A21 + A '----- --- --- - - - _ L A3 / I 1 _ �� / I � A3 , A4 1(qJ /' 27 A2 \\ 1 IA23 ---'� I A38,40 © 2 \ \\ 1\�= A22 ` \Bath #2 I _ _ r _ CEILING \ \\ s e ceiling cave# MOUNT A22 -L-J `\ \ lighting in ceiling \ 1 cavitq-forahu- 1 \\ �( maintance ® A2 C6ver Entry GFI � J C� A3 Ab \\\ `\ {'A3 A25 8A25 �''--��' A25 - Bedroom A4 A4 / L � A25 7 , 1 1 1 A25 . timer A20 \\ A8 GFI I r , - A11 II / , ,9J Storage/Laundry 1 � 1 ti E� A8' gfi WP, gfi ' Y AS _ - - A20 GFI wp. A8 I I _ I I _ Dxist garage A20 opener All i i i i Carport / , / / GFI ' wp €)� 0 A8 - o u" Y III Bath © Al \ 1 A4 New A 1 A2 lectdcal panel � P A5 �rl GFI 111L if iI —_JI Y J All :Al I A / A2 8 ' . \ \ L 120 v. recept. forACCU , maintance r �'.Al / I A21 _ "A21 �\ Bedroom #3 \ A21 . timer A20 OElectrical Plan 1 /4" = 1'-011 #2 A SPECIAL ELECTRICAL NOTES: 1. MIN. 50% OF ALL NEW LAMPS SHALL BE HIGH EFF. LAMPS PER FBC404.1. 2. PROVIDE SEALANT AT FIXTURES TO PREVENT LEAKAGE BETWEEN CONDITIONED & UN -CONDITIONED SPACE. 3. ALL OUTLETS, FIXTURES, LIGHTS, ETC... TO BE DECORATION STANDARDS. FINAL SELECTION TO BE COORDINATED W/ OWNER & INT. DESIGNER 4. ALL SMOKE DETECTORS TO BE COMBINATION CARBON MONOXIDE/ SMOKE DETECTOR 5. STAIR LIGHTING TO COMPLY W/ FBC R303 6. ALL RECEPTACLES TO COMPLY WITH NEC 406.11 & NEC 210.12B 7. CONTRACTOR TO INSTALL (1) HIGH TV. OUTLET @ EA. BEDROOM. 8. SMOKE/CARBON SENSORS TO BE INSTALLED AT EA. BEDROOM SCOPE OF WORK Special Note 1- Tamper resistant receptical outlets to be installed as required per NEC 406.12 2. Arc Fault interrupt protection will be provided as per NEC 210.12 3. All existing Lamps shall be replaced with LED lamps and all new Lamps shall be LED type high efficiency lamps per RE404.1 ELECTRICAL REVIEW APPROVED?eiLDATE. Zubillaga D E S I G N 200 CRANDON BLVD. SUITE 314 KEY BISCAYNE, FLORIDA. 33149 TT,�L..3o5-385.1284 ARCHITECTURE CERTIFICATION No. AA0003002 C 0 VJ 0 VoM CO .... M: V• Ui L. O L ♦• V M Q /C: `v W W z L � r 2 M O U DATE: - 11-2525 20 No -Desorplion-7 Date I_ 2 Permit Comm. :02114/211 SCALE: I AS NOTED BY: OR JUAN J. ZUBILLAGA 1 REG. ARCHITECT AR14147 _ I - � 'a SE PLANS ARE THE PROPERTY OF S ZUBILLAGA DESIGN, INC AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR THE PROJECT NAMED ABOVE J CONSULTANT. II i� I I, I' ; 2/10/2021 12:58:41 PM 9fl 9F 2 AG TYPE: MAIN AUS: 200 A SERVICE: 240V-10-3 17 11 PANEL A NEUTRAL: FULL MOUNTING: FLUSH MAINS: MLO POLES: 42 A.I.C. 22 K - DEM K.V.A. CKT. CKT. TRIP CONDUIT WIRE I REMARKS REMARKS WIRE (CONDUIT POLE i No No TRIP POLE DEM K.V.A.. _ 1.0 15 1/2 14 LIGHT & RECEP. 1 2 LIGHT & RECEP 14 1/2 1 15. 1.0 1.0 15 1/2 14 EXTERIOR LIGHTS 3 4 LIGHT &RECEP 14 1/2 15 1.0 1.5 20 1/2 12 INTERIOR GFIS 5 6 WASHER 10 1/2 20 1.5 3.5 30 1/2 10 DRYER 7 8 EXT.GFrs 12 1/2 15 1.0 9 10 SMOKE 14 1/2 15 1.0 DETECTORS 1.0 1 15 1/2 12 GARAGE DOOR MOTOR 11 12 DISPOSAL 12 1/2 20 0.8 1.2 20 1/2 1 12 KITCHEN GFIS 13 14 REFRIGERATOR 12 1/2 20 1.2 1.2 20 1/2 12 DISHWASHER 15 16 GAS RANGE 12 1/2 20 1.5 1.5 20 - 1/2 12 COFFEE 17 18 GASW/H 12 1 1/2 20. 1.5 -----__ 19 20 GARAGE LIGHTS& 14 1/2 15 1.0 j 1.5 20 1/2 12 MICROWAVE RECEP, 1.0 15 1 1/2 14 LIGHTS & RECEP 21 22 GARAGE DMOTOR OR 14 112 20 1.0 1.0 15 1/2 14 LIGHTS & RECEP 1 23 POOL 12 24 LIGHTS 1/2 20 1.5 1.0 15 1/2 14 LIGHTS & RECEP 25 26 POOL PUMP 12 1/2 20 1.5 1.0 15 1/2 14 LIGHTS & RECEP 27 28 1.0 15 1/2 14 LIGHTS & RECEP 29 30 mini -split unit 12 112 30 1.5 - 31 32 5.0 30 112 10 All#2 33 34 A/C #1 10 1/2 30 1.5 35 36 8.5 60 314 6 AHU #2 37 38 - AHU #1 6 ---- 3/4 - 60 8.5 --- --- --- j -- - SPARE 39 40 - 41 42 SPARE_----- 15:4 - 1 TO FIRST 10 KVA @ 100% = 10.0 K.V.A. j REMAINDER (22.4 @ 40%) = 9.0 K.V.A.. I = 150 AMPS A/C @ 100% = 17.0 K.V.A. TOTAL IF 36.0 K.V.A. AG AFC( / GFCI A2 GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITIONS NATIONAL ELECTRICAL CODE, SOUTH FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE CODES. * A2. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL NECESSARY AND REQUIRED PERMITS AND IC LICENSES FOR THE WORK UNDER THIS CONTRAC AG 3. ELECTRICAL CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER TRADES. 4. ELECTRICAL CONTRACTOR. SHALL PROVIDE ALL MATERIAL AND LABOR FOR THE CONNECTION OF EQUIPMENT BEING INSTALLED UNDER THIS CONTRACT BY OTHER. TRADES 5. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS. NOTIFY ARCHITECT/ENGINEER IN THE CASE OF A DISCREPANCY. * 6. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ROOF SLEEVES AND PROPER FLASHING FOR ALL CROSSING. ANY ROOF AND ALL REQUIRED PIPE WALL SLEEVES INCLUSIVE OF AG PIPES ANY REQUIRED FIRE STOPPING THROUGH FIRE RATED WALLS. 7. CABLE AND WIRE INDICATED ON DRAWING SHALL BE COOPER. 60-C IN SIZES NO. 14,12 AND 10 AM; 75'C IN SIZES NO.8 AND LARGER. 8. CONDUIT INSTALLED UNDER GROUND SHALL BE PVC SCHEDULE 40. CONDUIT INSTALLED EXPOSED TO WEATHER SHALL BE IMC CONDUIT, INSTALLED ELSEWHERE SHALL BE EMT.. FLEXIBLE CONDUIT USED GFI LIVING ROOM ' WHERE INDICATED SHALL BE "SEAL-TITE". THE USE OF 3/32ROMEX' WIRE SHALL BE APPROVED BY OWNER PRIOR TO SUBMITTING BID AND PROCEEDING WITH WORK. 9. GENERALLY OUTLET LOCATIONS MAY BE SCALED WITH REASONABLE ACCURACY. OUTLETS SHALL BE FLUSH WITH FINISH SURFACE. TWO OR MORE LIGHT SWITCHES IN THE SAME WALL SHALL BE INSTALLED IN GANG TYPE BOXES, 10. JUNCTION BOXES SHALL BE GALVANIZED STEEL WITH SCREW OR HINGED COVERS FOR INDOOR LOCATIONS AND WEATHERPROOF WHERE EXPOSED TO WEATHER OR AS INDICATED IN PLANS. It. ELECTRIC CONTRACTOR SHALL PERFORM ALL NECESSARY WORK FOR A COMPLETE ELECTRICAL INSTALLATION AND SHALL PROVIDE ALL NECESSARY INSTRUMENTS AND SPECIAL APPARATUS TO CONDUCT ANY TEST THAT SHALL BE REQUIRED TO INSURE THE SYSTEM IS FREE OF ALL IMPROPER GROUNDS AND SHORT CIRCUITS. 12. ALTHOUGH DRAWINGS ARE USUALLY TO SCALE, THE DRAWINGS ARE DIAGRAMMATIC; LOCATION OF ANY EQUIPMENT SHALL BE VERIFIED AT THE SITE UNLESS OTHERWISE NOTED ON PLANS. 13. ELECTRICAL CONTRACTOR SHALL VERIFY ALL WIRE AND CONDUIT SIZES, AND LOADS OF EQUIPMENT PRIOR TO PROCEEDING WITH WORK AND MUST MAKE ALL NECESSARY ADJUSTMENTS AS REQUIRED, NOTIFY THE ARCHITECT IN THE CASE OF A DISCREPANCY. 14. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL LIGHTING FIXTURES AND LAMPS AS SHOWN ON DRAWINGS. PROVIDE 10% (MIN 5 FOR INTERIOR AND 3 FOR EXTERIOR) SPARE LAMPS OF EACH TYPE TO OWNER. 15. ALL ELECTRICAL RECEPTACLES, SWITCH PLATES AND OTHER WIRING DEVICES SHALL BE BY "HUBBELL INC." SMOOTH WHITE COLOR TO MATCH BACKGROUND OR APPROVED EQUAL. (STAINLESS STEEL METAL PLATES FOR EXTERIOR USE), SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL. 16. ALL CIRCUITS SHALL BE NUMBERED AND IDENTIFIED AT THE PANEL. IT ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED IN SEPARATE INDEPENDENT CIRCUITS FROM THOSE IN THE HABITUAL AREAS. NO APPLIANCES OR RELATED OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. 18. A/C COMPRESSOR$ SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. 19. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 20. IT IS SUGGESTED THAT YOU CONFER WITH FLORIDA POWER & LIGHT TO LOCATE THE ELECTRIC METER (TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS). 21. BOND PANEL TO MAIN AS PER N.E.C. 680. 22. ELECTRICAL CONTRACTOR SHALL PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK AND VERIFY NAME PLATE DATA OF ALL ELECTRICAL EQUIPMENT TO OBTAIN CURRENT WIRE SIZES AND OVER -CURRENT PROTECTION AS PER N.E.C. 240-21. UPON COMPLETION OF THIS WORK THE ELECTRICAL CONTRACTOR SHALL TEST THE ELECTRICAL SYSTEM AND SHALL GUARANTEE ALL WORK FREE FROM DEFECTS OF WORKMANSHIP AND/OR MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE, AND SHALL ALSO PROVIDE THE ARCHITECT/ENGINEER WITH AS BUILT DRAWINGS SHOWING ALL WORK INSTALLED. 23. EQUIPMENT INTENDED TO BREAK CURRENT AT FAULT LEVELS SHALL HAVE AN INTERRUPTING RATING SUFFICIENT FOR THE NOMINAL CIRCUIT VOLTAGE AND THE CURRENT THAT IS AVAILABLE AT THE LINE TERMINALS OF THE EQUIPMENT. EQUIPMENT INTENDED TO BREAK CURRENT AT OTHER THAN FAULT LEVELS SHALL HAVE AN INTERRUPTING RATING AT NOMINAL CIRCUIT VOLTAGE SUFFICIENT FOR THE CURRENT THAT MUST BE INTERRUPTED. AS PER N.E.C. 110-9. 24. THE OVERCURRENT PROTECTIVE DEVICES, THE TOTAL IMPEDANCE, THE COMPONENT SHORT- CIRCUIT WITHSTAND RATINGS, AND OTHER CHARACTERISTICS OF THE CIRCUIT TO BE PROTECTED SHALL BE SO SELECTED AND COORDINATED AS TO PERMIT THE CIRCUIT PROTECTIVE DEVICES THAT ARE USED TO CLEAR A FAULT WITHOUT THE OCCURRENCE OF EXTENSIVE DAMAGE TO THE ELECTRICAL COMPONENTS OF THE CIRCUIT. THIS FAULT SHALL BE ASSUMED TO BE EITHER BETWEEN TWO OR MORE OF THE CIRCUIT CONDUCTORS, OR BETWEEN ANY CIRCUIT CONDUCTOR AND THE GROUNDING CONDUCTOR OR ENCLOSING METAL RACEWAY. AS PER N.E.C. 110-10. 1 220000A�/ Meter NEMA 3R- 3 #2/0 awg (cu.) - 2" 3 #2 / 0 awg, Id (cu) - 2" C. o „A„ 200A 3- 200A 200A MILO disc. NEMA 3R NEMA 1 NEW #4 cu. ground in 3/4 " conduit to existing driven ground and C.W.P. 61 - ground rod to remain Electrical Riser Diagram E L E C T R I C A L L E G E N D SINGLE POLE TOGGLE SWITCH MTD. 48" AFF THREE WAY SWITCH MTD. 48" AFF $4 FOUR WAY SWITCH MTD. 48" AFF TELEPHONE OUTLET MTD. 18" AFF SPECIAL PURPOSE OUTLET 0M DUPLEX OUTLET, 20A., 125V„ GROUNDING TYPE, MTD. 18" AFF W DUPLEX RECEP. 20A.,125V., GROUNDING TYPE, ABOVE COUNTER. O RECESSED LIGHT FIXTURE J. BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT I THERMOSTAT WP DENOTES WEATHERPROOF VP DENOTES VAPOR PROOF GFCI DENOTES GROUND FAULT CKT. INTERRUPTER AFCI DENOTES ARC FAULT CKT INTERRUPTER DISCONNECT SWITCH ELECTRICAL PANEL So SMOKE DETECTOR SERIES CONNECTED AND BATTERY BACKUP ITV T.V. OUTLET /0/ EXAUST FAN J,- JUNCTION BOX FLUORESCENT LIGHT FIXTURE SQUARE LIGHT FIXTURE ELECTRICAL METER PUSH BUTTON < PS 0-1 BRACKET LIGHT C OUTDOOR OVERHANG MOUNT FLOOD LIGHT ON SENSOR SWITCH ® ` SINGLE STATION 120V SMOKE DETECTOR BY SIEMENS ^- (INTERCONNECT WITHIN THE APARTMENT FOR SIMULTANEUS OPERATION) Q SINGLE STATION 1.20V CARBON MONOXIDE BY SIEMENS (INTERCONNECT WITHIN THE APARTMENT FOR SIMULTANEUS OPERATION) rA` ELECTRICAL REVIEW /'fttiol Xl APPROVED DATE Zubillaga D E S I G N 200 CRANDON BLVD. SUITE 314 KEY BISCAYNE. FLORIDA. 33149 TEL. 305-305-1284 ARCHITECTURE CERTIFICATION No. AA0003002 (9 z M w 0 2 LU K I K O R W F Z U W O a DATE 1 No. 'C V! O 70 too cu OD CY) T_ M M cu •C O i t� N L C7 G UJ U) Z E M co 11-25-20 U zz O O I 2 Permit Comm.-02/14/21111 SCALE: AS NOTED IBY: OR JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 THESE PLANS ARE THE PROPERTY OF ZUBILLAGA DESIGN, INC. AND MAY NOT BE li REPRODUCED WITHOUT THE NRITAUTSIG THE ARE OF Z BE USED DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR '. THE PROJECT NAMED ABOVE. CONSULTANT: I i I it PAGE #: i E.2 2/10/2021 12:58:50 PM Cl #' Cl SI 208" 0 AREA 12" AI AND TYPI( MECHANICAL REVI Z Zubillaga D E S I G N 200 CRANDON BLVD. SUITE 314 KEY BISCAYNE, FLORIDA. 33140 TEL..305-365-5453 ARCHITECTURE CERTIFICATION No. AAMOM02 ••us• meae ••®u• • • ••••e• won• a •• • • • m u • •e ®. °c V. • e • • oo. O MM W c1rZ r J w/\ 0 Z • O g L. L CLL _O O 0 G r^ Z M O W o Z _ "Eto O L q:t Q a \`J O 5� O ` DATE: 11-25-20 No. Description Date SCALE: AS NOTED BY OR JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 P ` Digitally signed byluan 1 1 Zubillaga Juan J °"=i9° °- SIIIaga 'ou=A0I4l0CW000172A9g7D uanJ Z u b i l l a gia 1216n1 L4H ah,laga Dt02o 29 ... -... Do o. ... U CO AR 01�` C THESE PLANS TRE441E PROPERTY OF ZUBILLAGA DESIGN, INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR THE PROJECT NAMED ABOVE. CONSULTANT: IUILIILULU IU:14:JU rm AIR CONDITIONING EQUIPMENT SCHEDULE DESIGNATION HVAC #1 HVAC # 3 SUPPLY CFM 688 / 618 / 565 330 MAX if 215 MIN COOLING CAPACITY RANGE. BTU/HR. 24000 8800 HEATING CAPACITY RANGE. BTU/H 27000 9400 HSPF / COP 10.5 9 / 3.56 AIR TEMP. CONDENSER 95" 950 AIR TEMP. ENT. EVAP., DBiWB 80167 80/67 CONDENSER VOLTAGE, PHASE, CY 208/230/01 160 208.230 V / 01160 CONDENSER M.C.A. 16.5 16.95 CONDENSER BREAKER SIZE -AMPS. 20 15 INDOOR UNIT VOLTAGE, PHASE, CY 208/230/01 /60 208.230 V f 01 /60 INDOOR UNIT M.C.A. 1.6 1 INDOOR UNIT BREAKER SIZE -AMPS. 15 15 OUTDOOR UNIT RZQ24PVJU9 RXB09AXVJU INDOOR UNITS FBQ24PVJU FTXB09AXVJU MANUFACTURER DAIKIN DAIKIN UNIT TYPE MINI SPLIT MINI SPLIT INDOOR UNIT WEIGHT (LBS.) 80 20 SEER 16.5 17 REFRIGERANT TYPE R410 R-410 EVAPORATOR (HxWxD) inches 11-13/16 - 39-3/8-27-9/16 3546" x 11.4, x 184" REFRIGERANT LINES (LIQUID, SUCT) V ?" B" 1In CONDENSER UNIT WEIGHT (LBS.) 150 53 COND. UNIT DIMENSIONS (WxHxD) inches 30-5/16 - 35-7/16 -12-5/8 254t" x 214" x 104' SPLIT SYSTEM EQUIPMENT SCHEDULE DESIGNATION HVAC # 2 SUPPLY CFM/ O/A CFM 900 / 0 TOTAL CAPACITY, BTU/HR. 280DO SENSIBLE CAPACITY, BTU/HR. 22000 HEATER CAPACITY (K.W.) 7.5 AIR TEMP. CONDENSER 92° AIR TEMP. ENT. EVAP, DBMS 80/67 COND. M.C.A. 17.1 COND. MAX. FUSE 25 EVAPORATOR MOTOR FLA 1.1 VOLTAGE, PHASE, CY 2081230/01160 CONDENSING UNIT MODEL GSX160301F A.H.U. MODEL ASPT36C14A MANUFACTURER GOODMAN(') UNITTYPE SPLIT, DX SEER OR EER 16 REFRIGERANT TYPE R-410A REFRIGERANT LINES (LIQUID, SUCT) I„ k, AHU WEIGHT (LBS.) 149 AHU DIMENSIONS (HxWxD) inches 53-7/16 / 21 / 21 CONDENSER UNIT WEIGHT (LBS.) 149 COND UNIT DIMENSIONS (HxVl inches 36-1/4 / 29 / 29 REMARK PERFORATED PITCH DOWN - TOWARD DRA CLEAN OUT P-TRAP DETAIL. nts AIR DISTRIBUTION SCHEDULE SYMBOL USE TYPE SIZE MFR. MODEL NOTES A SUPPLY ROUND NECK 12X8" AIRGUIDE VME WALL MOUNTED SEE DWG. FOR NECK SIZES B SUPPLY ROUND NECK 6X4" AIRGUIDE VME WALL MOUNTED C SUPPLY ROUND NECK 6X6" AIRGUIDE CB-1 CEILING MOUNTED D SUPPLY ROUND NECK 4' LONG (2)1" SLOTS I AIRGUIDE AGBA- 000 WALL MOUNTED `RIGERANT CIRCUI I ACCLSS POK I5 :ATED OUTDOORS SHALL BE FITTED "H LOCKING -TYPE TAMPER -RESISTANT 2S. )VIDE (4) TIE DOWNS MIAMI TECH KIT ;CUTDSMK OR RRCUTDASMK AS WIRED BY NOA 18-0719-07. 'IRATION DATE: FEBRUARY 25, 2021. =ATTACHED) ZONE X. CONDENSER UNIT #2 MOUNTING DETAIL. Fits LIQUID LINE SEC E W(PLASTIC STRAP TO BUILDING STRUCTURE INSULATION STRAP HANGE44 SUCTION LINE R-4 PIPE INSULATION TYPICAL REFRIGERANT PIPES HANGER DETAIL HVAC DESIGN REQUIREMENTS YES NO DUCT SMOKE DETECTOR FIRE DAMPERS) SMOKE DAMPER(S) FIRE RATED ENCLOSURE F.'TED RICEIUNG ASSEMBLY FIRE STOPPING SMOKECONTROL REFRIGERANT CIRCUIT ACCESS PORTS LOCATED OUTDOORS SHALL BE FITTED WITH LOCKING -TYPE TAMPER -RESISTANT CAPS. PROVIDE (2) 1" WIDE, 14 GA TIE -DOWNS PER CORNER, FASTEN TO STEEL HOUSING WITH (5) #10 SAE GRADE 2 SHEET METAL SCREWS PER CLIP. FASTEN CLIP HORIZONTAL WITH (1) ^}" BOLTS WITH." WASHER AND NUT. RECOMMENDED TIE -DOWN: MIAMI TECH PART CUTDI. 4SEE CHNICAL EVALUA IN TER 6E31461, ATTACHEDTION REPORT 4" CONC. SLAB CONDENSERS UNIT #1 & 3 MOUNTING DETAIL. nts 1" WIDTH 26 SEE PROJECT FOR SIZE - POWDER ACTUATED PIN STRAP DUCT HANGERS GALV. CAP NUTONE MOD. 437 ROOF CAP WITH BACK DRAFT DAMPER, AS PER FBC-M 1503.11 ALUMINUM WIRE M SCREEN >d" & 2 LASHING SHEET MTL. SCREW 4" O.C. 2'k4"WD. ° FILLER METAL CURB 0j" SUCTION PIPE LINE TO C/U ON EAST WALL. INSULATED ROOFING T 0j" THREADED RODS .I°4!wv/-18x18"ACCESS FACTORY SUPPLIED 0j" LIQUID PIPE TO C/U. ilimmm TO STRUCTURE. 0j" PVC DRAIN PIPE, INSULATED, WITH FACTORY INSTALLED DRAIN 1: '' SENSOR TO SHUT DOWN SYSTEM UPON DETECTION OF OVERFLOW. ROOF DECKCEILING CAVITY 7- /B" PIPE CLAMP 06"SHEET METAL DUCT f DOOR FOR SERVICE GA. 26 TO KITCHEN HOOD. REMOVABLE PANEL FOR MAINTENANCE AS PER MANUFACTURER RECOMMENDATIONS KITCHEN EXHAUST ROOF CAP DETAIL. nts SUSPENDED EVAPORATOR #1 MOUNTING DETAIL. FRONT VIEW n.t.s. THREAD -CUTTING SCREW (TYPE F) (2) #10-32NF @4" OC. )UT FACTORY INSTALLED PAN BREAKER. 0j" OD SUCTION PIPE THROUGH ATTIC TO C/U #2, INSULATED NTHt' R4 PIPE INSULATION. O " OD LIQUID PIPE TO C/U. *"PVC DRAIN PIPE - I*' OD DRAIN PIPE TO SOIL - AREA, 12" AWAY FROM DWELLING AT 6" ABOVE SOIL. DRAIN PUMP LITTLE GIANT - MODEL VCMA-15ULS, 115 V, 65GALS XH@1",jHIP OR EQUAL. PROVIDE A LEVEL DETECTION SWITCH TO BE INSTALLED ON THE SAFETY OVERFLOW OUTLET OF THE EQUIPMENT PLENUM SUPPLIED DRAIN PAN, TO SHUT DOWN THE HVAC SYSTEM UPON DETECTION OF HIGH DRAIN LEVEL. 04"OD DRAIN VENT. AIR HANDLER # 2 INSTALLATION DETAIL Fits. PROVIDE 3" MIN ALONG THE SIDES, BACK AND TOP WITH A TOTAL WIDTH OF THE MECHANICAL CLOSET BEING 12"MIN. WIDER OF THE AIR HANDLER. PROVIDE 3" MIN. CLEARANCE AROUND AIR HANDLER. PADS 23"W x 22"H x 23"L ALUMINUM STAND SECURE TO FLOOR SLAB THRU ANCHOR BOLTS. ROOFSTRUCTU 4„ OR e„ DUCTLESS, WALL MOUNTED INDOOR UNIT. SEE EQUIPMENT SCHEDULE. MOUNTING WALL BRACKET (FACTORY SUPPLIED) FIELD O" OD DRAIN PIPE, WITH DRAIN SENSOR TO SHUT DOWN SYSTEM UPON DETECTION OF OVERFLOW, TO DISCHARGE ON SOILAREA,12" AWAY FROM DWELLING AND 6' ABOVE SOIL. REFRIGERANT PIPES THROUGH CEILING CAVITY TO CONDENSER UNIT ON NORTH WEST SIDE. PROVIDE A LEVEL DETECTION SWITCH TO BE INSTALLED AT THE FACTORY PROVIDED CONDENSATE SENSOR CONNECTIONS OF THE EVAPORATORS, TO SHUT DOWN SYSTEM UPON DETECTION OF OVERFLOW, INDOOR UNIT#3 MOUNTING DETAIL. n.t.s. HVAC GENERAL NOTES 1. THE WORK 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 HVAC SYSTEM SHOWN ON DRAWINGS AND/OR LISTED BELOW. 2. THE CONTRACTOR SHALL, BEFORE SUBMITTING ANY PROPOSAL, EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF THE CONDITIONS THAT MAY AFFECT THE WORK. NO ALLOWANCE SHALL BE MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATION. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA BUILDING CODE AND ALL LOCAL CODES. 4. CONTRACTOR SHALL VERIFY SPACE CONDITIONS AND DIMENSIONS AND SHALL COORDINATE WORK WITH ALL OTHER TRADES AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF DUCTWORK AND EQUIPMENT. 5. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS, 6. ALL RIGID SUPPLY AIR SHALL BE 1" THICK FIBERGLASS DUCT BOARD, FABRICATED AND INSTALLED AS PER LATEST EDITION OF SMACNA "FIBROUS GLASS DUCT MANUAL". R-4.2. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. FLEXIBLE DUCTWORK SHALL BE ROUND DUCTWORK REINFORCED WITH A WIRE HELIX AND INSULATED WITH 1" INCH THICK, 3/4 LB.DENSITY (R-4.2) FIBERGLASS COVERED WITH A VAPOR BARRIER. 7. FLAME AND SMOKE RATING: ALL INSULATION USED INSIDE THE BUILDING SHALL HAVE A MAXIMUM SPREAD RATING OF 25 AND A MAXIMUM SMOKE GENERATION OF 50, IN ACCORDANCE WITH TESTS OUTLINED IN F.P.A. 255. 8. VERIFY ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE ORDERING ANY EQUIPMENT. 9. ALL EQUIPMENT AND MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR, COMPRESSOR SHALL CARRY 10 YEAR FACTORY GUARANTEE. 10. VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER'S RECOMMENDATIONS OR AS SCHEDULED ON DRAWINGS. It ALL OUTSIDE EQUIPMENT SHALL BE SECURED TO WITHSTAND 175 M.P.H.. WINDS. 12. DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS AT THE JOB SITE. THE MECHANICAL PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE MANUFACTURER EQUIPMENT AND THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION, THE EXACT DIMENSIONS, OR ALL THE DETAILS OF THE EQUIPMENT. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSION OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL BE FIT IN THE AVAILABLE SPACE. 13. THERMOSTAT SHALL BE LOW VOLTAGE WITH FAN AND COOL SELECTOR SWITCHES ON SUB BASE MOUNT ON WALL WHERE SHOWN ON PLANS 5'-0" ABOVE FINISHED FLOOR OR PER HANDICAP CODE REQUIREMENT. PROVIDE KEY LOCK PLASTIC GUARD, 14. PROVIDE TURNING VANES AT ALL ELBOWS 45' OR GREATER. 15. PROVIDE 1" UNDERCUT WHERE TRANSFER GRILLES AR INDICATED. VENTILATION EQUIPMENT SCHEDULE MARK EF-1 BRAND GREENHECK MODEL SP-A50 SYSTEM TYPE EXHAUST EXHAUST VOLUME 50 E.S.P. 0.1 FAN SPEED (rpm) 700 MOTOR POWER (W) 18.3 AMPS 0.31 WATTS-0-Hz 115.01-60 DRIVE DIRECT AREA SERVED SINGLE FIX. BATH WEIGHT (Ibs) 12 BACK DRAFT D. INCLUDED ACCESSORIES -- GREENHECK HAVE BEEN USED FOR BASIS OF DESIGN. ANY OTHER BRAND THAT MEETS THE SPECIFIED PERFORMANCE SHALL BE ACCEPTABLE. GALV. CAP NUTONE MOD, 437 ROOF CAP WITH BACK DRAFT DAMPER. ALUMINUM WIRE ME SCREEN >qn&<j'. FLASHING / SHEET MTL. SCREW 4" O.C. AETAL CURB ROOFING ..r%I I/. ". , ° PIPE CLAMPL/ _Y-_"- 04"SHEET METAL DUCT GA. 26 TO EXHAUST FAN GOOSENECK ROOF CAP DETAIL. nits Zubilla�ga D E S I N 200 CRANDON BLVD. SUITE 314 KEY BISCAYNE, FLORIDA. 33149 TEL. 305-3655453 ARCHITECTURE CERTIFICATION No. AA0003002 0 Is 60 • ••u® s • n •�.. 0 Vso ••••o • •o t *11II..• as C . 0 MilJ \V 00 M r 0 L... CM o CM 0 N z � oVJ L L _O LU Of of O ) o MUJI VJ M -J�q2 /r' N Z L 0 C: U m Co W o • z U CD V Q a iM m DATE: 11-25.20 1 No. Description Date SCALE: AS NOTED BY: OR JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 w' Digitally signed by Juan Y7 Zub,llaga uan) nSDNx=$°=Zubllleg°Design r �u=A01410C00000V2A997D Z u b I I l a ga ,A<00004C,<n=Juan) Z bll ga-� D to 2011g937 os ZU y� �P K 0+ ~ 7 THESE PLANS146alismOMPERTY OF ZUBILLAGA DESIGN, INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR THE PROJECT NAMED ABOVE. CONSULTANT: PAGE #: M-2 107 NO OBJECTION Florida Health Miami -Dade County O.S.TD.S. & Well Program Application No.: -_ 4,Q 16228S�'V, Date: Signature NORTHEAST 93rd STREET tree 10, 11, 12 DICK 47 21.5' ASPHALT ROADWAY �— 75'RIGHT-OF-WAY �\ 3 existing ezislin g�tree p tree E 99.93, existing tree EXIST. ONE STORY RESIDENCE FPL pole IALT ROADWAY t'LUMBING SITE PLAN 1/16, - r-ID, WM existing tree 1� r�1 e� �ryll a`. I Zubillaga D E S I G N 200 CRANDON BLVD. SUITE 314 KEY BIS FLORIDA 33149 305- TEL 305-385-5A53 ARCHITECTURE CERTIFICATION No. AA0003002 • a o aV_ C: I /� V z DD o (� M LU 00 z MM W M w o (6 o L LU OfCN 0 _0 C C N w �_/ N h Z a 2 rn� o (Q � W I— • Z'° L d U w O Ua. U_. , i No. Description Date SCALE: AS NOTED BY: OR JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 Digitally signed by Juan 1 Zubilla9 Juan DN:c=US,c=Zubilla,Design 1 1 u=A01410C00000173A9WD Zublil,a Q,n=JaanJ ate 'k11:3614 Z C- J fi 7/11 l • .i } 1 A 01t� THESE PLANS ARE THE PROPERTY OF ZUBILLAGA DESIGN INC AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR THE PROJECT NAMED ABOVE. CONSULTANT: M •4•r jm P SCH. 40 U)Al FOR_ — _--- CONTINUATION SEE SITE PLAN Zubillaga 200 CRANDON BLVD. SUITE 314 KEY BISCAYNE, FLORIDA. 33149 TEL. 305355-5453 ARCHITECTURE CERTIFICATION No. AA0003002 •m • •• u •• a • •e U) .•• •• • •• X= _ e ) Z 00 C7 co 'r— 0 Z m C7 W 0 ' LU W L O K C _ M N C G LU N C z 0 U. tV �jJ � o m Z E w co Q a co DATE : 09-01-20 1 No. Description Date SCALE: AS NOTED BY: OR JUAN J. ZUBILLAGA REG. ARCHITECT AR14147 D19ltally signed by Juan J -. Zublllaga Juan J o� c� m2uN9 g D gn uu=A01410 00000D3A99>01 ZubiIIaga= R „ , JP .• 01 THESE PLANS ARE THE PROPERTY OF ZUBILLAGA DESIGN, INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR THE PROJECT NAMED ABOVE. J CONSULTANT., I � III �G YL�5 D I PAGE #: P-2 IU/GO/LULV lz:JD.varwl PLUMBING FIXTURE SCHEDULE TRAP AND WATER MAXIMUM WATER ITEM DESCRIPTION FIXTURE REMARKS CONSONMPTI COLD HOT DRAIW WC WATER CLOSET :Y 1/2" - SPECIFIED BY OWNER 1.28 G.P.F. L LAVATORY 1-1/2" 1/2" 1/2" SPECIFIED BY OWNER 1.5 GPM BALANCED -PRESSURE, THERMOSTATIC r OR COMBINATION SH SHOWER 2" ' 1/2" 1/2" BALANCED-PRESSURE/THERMOSTATIC 1.5 GPM VALVES THAT CONFORM TO THE REQUIREMENTS OF ASSE 1016 OR ASME A112.18.1/CSA B125.1 The water supply to a dishwashing machine DW DISH WASHER 1/2" 1/2" shall be protected against backflow by an air 2.75 GPM gap or backflow preventer WITH DRAIN BOX: 2" Water factor lower of 8 r DRAIN & (2) 1/2" H.B. (Energy WM CLOTHES WASHER 2" 1/2" 1/2" W/ VACUUM BREAKER - St AND WATER HAMMER seer Sense S ARRESTORS Certified) SK :SINK 1-1/2" 1/2" 1/2" SPECIFIED BY OWNER 1.5 GPM LSK LAUNDRY SINK 1-1/2" 1/2" 112" SPECIFIED BY OWNER 1.5 GPM PROVIDE SHUT-OFF VALVES AT EVERY FIXTURE AS REQUIRED BY F.B.C. (PLUMBING) 606.2 LOCATION OF SHUT-OFF VALVE SHUTOFFVALVES. ALL PLUMBING FIXTURES SHALL COMPLY WITH THE REFERENCED STANDARDS ASSET PER FBC.P 406THRU STANDARDS 421 WATER HAMMER ARRESTER SPECS PIN UNITS FU RATING CATALOG MANUFACTUR STANDARDS No. ER A 1-11 652-A SIOUX CHIEF ASSE 1010 PLUMBING GENERAL NOTES: THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE PLUMBING SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE 2011 6TH EDITION OF THE FLORIDA BUILDING CODE, ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL CODES AND ORDINANCES. O, THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. UPON FINAL ACCEPTANCE, A CERTIFICATE FROM THE LOCAL INSPECTION AUTHORITY SHALL BE FURNISHED TO THE OWNER. OALL MATERIALS AND EQUIPMENTS SHALL BE NEW, OF U.S. MANUFACTURER AND OF GOOD QUALITY OF RESPECTIVE KIND AND d GRADE, AND MUST BE FURNISHED SO 45 TO PREVENT ANY DELAY IN THE PROGRESS OF THE WORK. ALL WORK THROUGHOUT SHALL BE PERFORMED IN A WORKMANLIKE: MANNER BY SUFFICIENT NUMBER OF SKILLED WORKMEN. OCONTRACTOR SHALL VISIT THE SITE AND REVIEW ALL PERTINENT UTILITY DRAWINGS TO FAMILIARIZE HIMSELF WITH THE LOCATION OF . y ALL EXISTING AND/OR PROPOSED UTILITY STUB OUTS, PIPING, INVERT, EQUIPMENT, ETC., AND MAKE DUE ALLOWANCES FOR ANY CONDITION AFFECTING HIS WORK. OTHE LOCATION OF ALL ITEMS SHOWN ON THE DRAWINGS ARE NOT DEFINITELY FIXED BY DIMENSIONS ARE APPROXIMATE ONLY.THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS MUST BE DETERMINED BY THE CONTRACTOR AT THE PROJECT AND SHALL BE APPROVAL BEFORE ACTUAL INSTALLATION, OALL PLUMBING LINES SHOWN ARE IN THE APPROXIMATE LOCATION ONLY. FINAL PLUMBING LINES EXACT LOCATION WILL BE DETERMINE AT PROJECT SITE IN RESPONSE TO FIELD CONDITIONS. (DALL CUTTING REQUIRED TO PERFORM THE WORK UNDER THIS CONTRACT WILL BE DONE BY MECHANICAL CONTRACTOR ANY CUTTING OF STRUCTURE MUST BE APPROVED BY STRUCTURAL ENGINEER PRIOR TO EXECUTION OF WORK. OGENERAL CONTRACTOR TO COORDINATE LOCATIONS AND SIZES OF ALL ACCESS DOORS WITH ARCHITECTURAL DRAWINGS. QINSTALL CONCRETE SUPPORT AT BASE (UNDERGROUND CONNECTION) OF SOIL STACK, RAIN LEADER, ETC. OALL ABOVEGROUND SANITARY AND STORM DRAINAGE PIPING AND FITTINGS SHALL BE SOLID CORE 5CH 40 PVC . IN CONFORMANCE WITH ONE OF THE STANDARDS LISTED IN TABLE 7022 FBC (PLUMBING) SENSEI CIRCULATION UNIT 000 O 000 99T0�Ng��R Ip„R 000 000 0 000 000 000 000 00 000 000 000 O 000 000 000 N6S/ r 4 12'I szq l R Nz"SCN.a� 6CH I A Lj II ALL BELOW GROUND SANITARY AND STORM PIPING AND FITTING SHALL BE SCH 40 SOLID CORE PVC . IN CONFORMANCE WITH ONE OF THE STANDARDS LISTED IN TABLE 1022 FBC(PLUMBING) OALL UNDERGROUND WATER PIPING SHALL BE CPVC PIPE ASTtl D 2046 ALL ABOVE GROUND PIPING SHALL BE COPPER TYPE 'L" (46TM-5-3006). OR CPVC AS PER OWNER'S ELECTION. 13 ALL HOT WATER PRESSURE AND TEMPERATURE RELIEF PIPING SHALL BE COPPER TYPE "K' (ASTM 5-306). ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL O NECESSARY ACCESSORIES SUCH AS STOP VALVES, 'P" TRAPS, SUPPORTS, P 4 T VALVES, ETC., A5 REQUIRED. ALL EXPOSED PIPING AT FIXTURES AND EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OR TUBE, PROVIDE SHUT OFF VALVES AND UNIONS TO ALL FIXTURES, ETC., REQUIRING WATER SUPPLY. PROVIDE DIELECTRIC COUPLINGS AS REQUIRED. FOR ALL COPPER PIPING CONTRACTOR MUST USE 35/5 SOLDER. PROVIDE WATER HAMMER ARRESTORS TO EACH FIXTURE AS REQUIRED, OPROVIDE CLEANOUTS (WITH CHROME PLATED WALL OR FLOOR ACCESS FRAMES AND COVERS AS REQUIRED) AT THE BASE OF ALL WASTE AND/OR VENT STACKS. PROVIDE PITCH PANS 4 LEAD FLASHING FOR ALL SANITARY SYSTEM VENTS. OALL HORIZONTAL WASTE PIPING 3' AND LARGER SHALL BE SLOPPED AT I/& PER FOOT. OALL 2' HORIZONTAL WASTE PIPING SHALL BE SLOPPED AT 1/4 PER FOOT- OALL POTABLE WATER USE FIXTURES SHALL COMPLY WITH 'NO -LEAD' REQUIREMENTS. 10 ALL FIXTURES SHALL BE PROVIDED WITH FLEXIBLE E (NON-HARDENING) WHITE SILICON TYPE GROUT WHERE AGAINST FINISHED WALL 4 FLOOR SURFACES. O ALL FIXTURES SUPPLIES AND STOPS SHALL BE CHROME PLATED (C.P.) s1 ALL EXPOSED FIXTURE 'P-TRAPS' SHALL BE MINIMUM IT GAL. 4 CHROME PLATED CAST BRASS OR 316 STAINLESS STEEL. PROVIDE ANTI -SCALDING VALVE a 110OF ON ALL TUBS AND SHOWERS, OF THE THERMOSTATIC AND PRESSURE BALANCED TYPE ( A55E 1016) I3. PLUMBING CONTRACTOR TO COORDINATE ALL WORK WITH OTHER TRADES. 24 ALL VENTS THRU THE ROOF TO BE AT LEAST 10'-0' AWAY FROM ANY AIR INTAKE ODOMESTIC HOT WATER SHALL BE INSULATED AS PER FBC. PLUMBING 6015 INSULATION OF PIPING. GAS RISER DIAGRAM. W-0" MAX. DISTANCE 359,000 bth/h TABLE 402.4(1) SCHEDULE 40 METALLIC PIPE Gas Natural Inlet Pressure Less than 2 psi Pressure Drop 0.3 in. w.c. Specific Gravity 0.60 TABLE 402.4(5) SCHEDULE 40 METALLIC PIPE Gas Natural Inlet Pressure 2.0 psi Pressure Drop 1.0 psi Specific Gravity 0.60 PLUMBING SYMBOL LEGEND I SYMBOL DESCRITION SANITARY LINE EXISTING SANITARY LINE -------- VENT LINE ---------- ,COLD WATER LINE ------------- HOT WATER LINE -- oil— GATE VALVE col - — CLEANOUT 4-1 lWCO WALL CLEANOUT VTR VENT THRU ROOF ® TIE - IN TO EXISTING Hot Water Supply WATTS EXPANSION TANK T-5 (2.1 GAL) Aquastat -------- Gas Supply Fixtures GAS HEATER RINNAI MODEL RURISSEP EXTERIOR USE , ISS 0005TU/H MAX. 11.1 GPM AT 30 DEG. TEMPERATURE INCREASE. O.S6 EF. & - -4— Cold Water Supply 101 (WINSTANT WATER HEATER PIPING DIAGRAM DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN. VENTED HORIZONTAL INSULATED W I' ARMAPLEX Hot Water Return RECIRC. PUMP TACO MODEL 003-Sr4 W/TIMER AIR HANDLING UNIT P-TRAP DETAIL„ NOT TO SCALE 3/4' SECONDARY DRAM IN AUXILIARY DRAIN PAN TO DISCHARGE IN V1615LE AREA OR SAFETY SWITCH TIED INTO THE SECONDARY CONDENSATE DRAM LINE THAT SHUTS OFF THE SYSTEM P A CLOGGED CONDENSATE LINE IS DETECTED AS PER 3012A PBC (M) 0 I Zubilla a D E S I G N 2001CRANDON BLVD, SUITE:314 KEY BISCAYNE, FLORIDA. 33149 TEL. 305-355-5453 ACHITECTURE CERTIFICATION No. AA0003002 � a ®nmr•e I • w a em . o• o . • 0. ��oosm • oee •• • se+ • ee oar•• •• • i • e • m• • Z MCI U) v1 CO �q or) w ❑ L r z M m C'7 LU f� ❑ O -0 Of L O Of 0_ I— I N O of rP—� VJ m o Ui C Z 7LO a) o M ® m 0) _ c L LJ CC_ ~ • Z !r U LU L (Ca Q ILU CI, d L O G 00 Digitally Signed by Juan J Z b llaga .Juan J I+.De ig Inc =Zubillaga '.,A014I0000000I72A9W ZU%I I Idyga oat 42 1 11:3a30 �l 0500�� C THESE PLA 'A. ETHE PROPERTY OF ZUBILLAGA DESIGN. INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ZUBILLAGA DESIGN, INC. THE ARE INTEDED TO BE USED SOLELY FOR THE PROJECT NAMED ABOVE. CONSULTANT: ,QLAj1S ��te/ PAGE #: P-3 10/23/2020 12:36:05 PM