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HomeMy WebLinkAbout6740 Dairy RdVICINITY MAP: ANALYSIS: OCCUPANCY GROUP: R-2 SINGLE FAMILY DWELLING TYPE OF CONSTRUCTION: V-B HOME SHALL BE CONSTRUCTED IN COMPLIANCE WITH ALL LOCAL CODE REQUIREMENTS OF PASCO COUNTY. ALL WORK SHALL MEET OR EXCEED THE 2020 FLORIDA BUILDING CODE RESIDENTIAL SEVENTH EDITION SECTION R301 DESIGN CRITERIA & INCLUDING ASCE 7-16. SCOPE OF WORK: CONVERSION OF A SINGLE FAMILY DWELLINGS TO A 3- FAMILY DWELLINGS AND ALL ASSOCIATED INCLUDING PLUMBING, ELECTRICAL AND MECHANICAL. PROJECT INFORMATION: SITE ADDRESS: 6740 DAIRY ROAD ZEPHYRHILLS, FL 33542 OWNER: VELASQUEZ ALEX & MARTA M SHEET INDEX/ PROJECT COVER SHEET ARCHITECTURAL PLANS: A1AS-BUILT/DEMOLITION PLAN DIRECTORY: DESIGNER / DRAFTSMAN: A2 PROPOSED FLOOR PLAN ELCO DESIGN CONSULTING, INC. A3 FOUNDATION & FLOOR FRAMING PLAN 12743 N 19TH ST. A4 ELEVATIONS TAMPA, FL 33612 P1 PLUMBING PLAN PHONE:(813) 892-2300 P2 PLUMBING PLAN E1 ELECTRICAL PLAN SECTIONS & DETAILS AGE WILL BE DONE AREA TABULATION ■ THE DING ESIAREAGNER DRAFRSMAN. THE ENGINEER WILLBY BEAR NO RESPONSIBILITY FOR AREA CALCS. ACCURACY. TABULATIONS TO FACE OF STUD/ FOUNDATION. BUILDER / OWNER TO VERIFY THAT CALCS. ARE CORRECT. CONDITIONED AREA: UNIT #1 816 SQ. FT. CONDITIONED AREA: UNIT #2 590 SQ. FT. CONDITIONED AREA: UNIT #3 854 SQ. FT. TOTAL LIVING AREA 27260 SQ. FT. STORAGE AREA 326 SQ. FT. COVERED PORCH 252 SQ. FT. TOTAL UNDER ROOF 2,838 SQ. FT. ALL CODES FK SHAt,t, COMP LORIDA BL°� DING VverH PREVAILING NATIONAL ELECTRIC CODE CODE AND THE CITY Ofi ZEf,RYRNfLL:S ORDINANCES REVIEW DATE x 251 CITY OF ZEPHYRHIL PLAN EXAMINER . 'y 17- GENERA PLUMBING 1. LOW -FLUSH TOILETS REQ'D, MAX. 1.6 GALLONS/FLUSH. 2. MAX. FLOW RATE OF SHOWER HEADS IS 2.5 GALLONS/MINUTE. 3. OUTSIDE COMBUSTION AIR REQ'D FOR WATER HEATER. 4. SHOWER SIZE MINIMUM 1024 SQ. INCHES W/ 30" DIA. CIRCLE WITHIN AREA, FINISHED TO A HEIGHT OF 70" ABOVE DRAIN INLET. MECHANICAL L NOTES: 5, CORRUGATED STAINLESS STEEL TUBING (CSST) SHALL COMPLY WITH STATE AMENDMENTS ALLOWING SUCH USE. 6. PLUMBING VENTS SHALL BE AT LEAST 3 FEET ABOVE OR 10 FEET AWAY FROM ALL OUTSIDE AIR INTAKE OPENINGS. 7. FLAGPOLING OF PLUMBING VENTS IS PROHIBITED EXCEPT WHERE ROOF IS OCCUPIED. 8. ALL HOSE BIBBS TO BE FREEZELESS & HAVE BACK FLOW PREVENTOR, 1. COMBUSTION AIR TO BE TAKEN FROM 7. VENT CLOTHES DRYER TO OUTSIDE. DUCTS OUTSIDE TO BE METAL WITH SMOOTH INTERIOR SURFACES, EQUIPPED W/ BACK -DRAFT DAMPERS 2. COMBUSTION AIR DUCTS TO BE LOCATED TERMINATE AT THE EXTERIOR OF THE BUILDING WITHIN THE UPPER 12" OF CEILING AND AND NOT TO BE INSTALLED W/ SHEET METAL WITHIN 12" OF THE FLOOR. SCREWS. MINIMUM DUCT DIA. 4" 3. DUCTS USED FOR COMBUSTION TO REMAIN SEPARATE FROM THE ENCLOSURE TO THE OUTSIDE AIR SOURCE. 8. MIN. 30" CLEARANCE REQ'D ABOVE RANGE TOP TO COMBUSTIBLES. 4. FURNACES IN A CLOSET SHALL HAVE A MIN. 3" CLEAR WORKING SPACE ON SIDES, BACK, 9. COOKTOPS & MICROWAVES INSTALLED ABOVE COOKTOPS SHALL CONFORM TO THE CONDITIONS OF THEIR LISTINGS. 5. VENTS SHALL TERMINATE 4' BELOW, OR 4' HORIZONTALLY & AT LEAST V ABOVE A DOOR, OPENABLE WINDOW OR GRAVITY AIR INLET 10. BATHROOMS & LAUNDRY ROOMS WITHOUT AN INTO A BUILDING. OPENABLE WINDOW ARE REQ'D TO HAVE EXHAUST FANS PROVIDING 5 AIR CHANGES PER HOUR. 6. FLUE & EXHAUST FAN VENTS SHALL BE AT LEAST 3' ABOVE AN OUTSIDE AIR INLET 11. PROVIDE COMBUSTION AIR TO LAUNDRY AREA. LOCATED WITHIN 10' & AT LEAST 4' FROM PROPERTY LINE. ELECTRICAL 1. SMOKE DETECTORS SHALL BE HARD WIRED 5. TEMP. WIRING SHALL CONFORM TO TOGETHER IN SERIES W/ BATTERY BACK LOCAL CODES. 6. ALL CEILING FANS TO HAVE FAN 2. BATHROOM RECEPTACLE OUTLETS SHALL RATED BOX. BE SUPPLIED BY DEDICATED 20 AMP BRANCH CIRCUIT W/ NO OTHER OUTLETS. 7. ALL KITCHEN SURFACE OUTLETS, BATH OUTLETS, & GARAGE OUTLETS TO BE GFI. 3. AN ELECTRICAL RECEPTACLE OULET SHALL BE SUPPLIED W/ 25' OF MECHANICAL EQUIP. 8 ANY LIGHT FIXTURES OVER TUBS & REGULATED BE THE INTERNATIONAL MECH. CODE. SHOWERS SHALL COMPLY TO LOCAL CODES. 4. LIGHTS IN CLOSETS SHALL CONFORM TO 9. PROVIDE ARC FAULT RECEPTACLES ON CLEARANCES PER LOCAL CODES. ALL OUTLETS IN ALL BEDROOMS WALL SECTIONS (MAX. 8 RECEPTACLES ON ONE CIRCUIT.) 1. SOLID BLOCKING AT BEARING POINTS FOR FLOOR PLAN FLOOR JOISTS, OR PER LOCAL CODE, OR STRUCTURAL ENGINEERING 2. SOLID BLOCKING AT BEARING POINTS FOR ROOF RAFTERS, TRUSSES, & CEILING JOISTS, OR PER LOCAL CODE, OR STRUCTURAL ENGINEERING 3. FIRE BLOCK CONSTRUCTION PER LOCAL CODES 4. OFFSETS AT BEARING PARTITIONS MAY NOT EXCEED JOIST DEPTH. 5. WEATHER BARRIER REQ'D UNDER SIDING, BRICK, STUCCO, ETC. 6. ANY PENETRATIONS THROUGH A FIREWALL OR CEILING SHALL BE CAULKED & TAPED BY AN APPROVED FIRE PRODUCT. FOUNDATION PLAN 1. ALL STEEL GRADE 60 MINIMUM FABRICATE PER ACI STDS. 2. PROVIDE LIFER GROUND IN FTG @ SERVICE ENTRANCE LOCATION. ELEVATIONS 1. FLASH AND COUNTER FLASH ALL EXTERIOR OPENINGS. 2. ATTIC VENTILATION: 1 SQ. FT. / 150 SQ. 2. PROVIDE UFER GROUND IN FTG @ SERVICE ENTRANCE LOCATION, 3. GYP. WALLBOARD SHALL NOT BE INSTALLED ON EXTERIOR SURFACES. 1. ALL HEADERS TO BE DOUBLE 2x10 UNLESS NOTED. 2. WATER RESISTANT GYP. BOARD MAY NOT BE USED OVER VAPOR BARRIERS AND CEILINGS. 3. SMOKE DETECTORS TO BE 12" MIN. FROM PEAKS OF CEILING. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION OF PIERRE M. VALLES, P.E. PIERRE M. VALLES, HEREBY CERTIFIES THAY-THESE DOCUMENTS COMPLY WITH ALL APP,'�[QABALE SECTIONS OF THE FLORIDA BUILDING CODE 2020, 7TH EDITION. F5;_ PLANS SHALE RE5ERENCE COMPLIANCE WITH THE 2020, 7TH EDITION FLORIDA BUILDING CODE, RESIDENTIA�'.SECTION R301, DESIGN CRITERIA & ASCE 7-16. ; ' DATE Z O z w �m �o o� wW J = a� 0z cro W co >z 00 w� U p zz wo O U W t W Z d' a >O S Z J LJ J a S � � J J �a Z 0 W O 0 U W Om Q(') U) O wa S cn t w zff 0w co co z 0 oz cna Z> W �Ir oW Z J W J �a 0 U a z z 0 U r i co 00 I�I I,II' 'III - 0• s� RN. co ❑�-Io loo ■o.■o 000■ ■ll■■O ll■■ll■ 1I!:, • 0 u■.j =I;7 co • 0 2 c N O L0 L,L QQ� ® � LL1 06OJ 0 0. IL _j of LLJ a' < < � LL N ® ®, W .-I � w CL N J W o J i0 Z U Z coU' 00 w o w w , ;o r n V J wo z ^ )o ` 4 ULLJ O Z J >a Z }/ _I u) w -CL a iz w -0 04 > i w Lo co co co w L'J `'� ,a )a dx w Q co ~ L J -z iz LL<1 i m �LrL J UD ry Hwm �. W E 0 n a- Lo -a is :o i� > .z .a i0 Lu io :Q w -m O > -w i= iw a 0 )z Lu w w to :Q �S w z z a 0 2w 0 DRAWN ELCO CHECKED DATE OCTOBER 5, 2021 SCALE NOTED JOB NO. �HFTT COVER SHEET OF 3 LU I'# AS-BUILT/DEMO PLAN SCALE: 1 /4" = F-0" DEMOLITION KEY NOTES 1- REMOVE EXISTING WINDOW 2- REMOVE EXISTING GARAGE DOOR 3- REMOVE EXISTING DOOR 4- REMOVE EXISTING WINDOW AND INFILL WITH WOOD FRAME 5- REMOVE EXISTING DOOR AND INFILL WITH WOOD FRAME 6- REMOVE EXISTING CLOSET WALL 7- REMOVE EXISTING KITCHEN 8- REMOVE EXISTING WINDOW AND CUT WALL FOR NEW 3068 DOOR 9- CUT NEW OPENING FOR NEW 3030 WINDOW 10- REMOVE EXISTING WINDOW AND CUT WALL FOR NEW 3068 DOOR WALL LEGEND- EXISTING PARTITION WALL EXISTING 8" CMU 1) CODES: 1.1 2020, 7th EDITION OF THE FLORIDA BUILDING CODE, AND WIND LOAD REQUIREMENTS PER SECTION 1609. 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 1.4 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (RISC 9TH EDITION). 1.5 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" PER ANSI/ TPI 1-2014. 2) DESIGN CRITERIA: 2.1 BUILDING FLOORS - 40 PSF LIVE LOAD. 2.2 BALCONIES - N/A 2.3 WALKWAYS - N/A 2.4 ROOF OVER AREAS - 20 PSF LIVE LOAD, 15 PSF DEAD LOAD ROOFS; 25 PSF (15 PSF T/C & 10 PSF B/C) DEAD LOAD FOR CONCRETE TILE ROOFS. 2.5 WIND - 150 MPH, PER FBC-2017 UNLESS NOTED OTHERWISE. 2.6 NET UPLIFT DEAD LOADS 10 PSF SHINGLE; 15 PSF TILE. 3) SOIL: 3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (ASSUMED) 4) CONCRETE: 4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 3000 PSI (NORMAL WEIGHT). 4.2 REINFORCING BARS: ASTM A615 (GRADE 60). 4.3 WELDED WIRE FABRIC (WWF): ASTM A185. 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOTTOM AND SIDES. 4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED WITH 6X6 - W1.4 X W1.4 WWF AT MID -DEPTH OF SLAB. FIBERMESH MAY BE USED IN LIEU OF WWF AT CONTRACTOR'S OPTION. 4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 4.8 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25"1 #4 BAR 20111 #3 BAR 15". 5) MASONRY: - 5.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 5.2 MINIMUM MASONRY UNIT STRENGTH: fm 1350 PSI. 5.3 MORTAR SHALL BE TYPE S. 5.4 ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE FILLED WITH CONCRETE WHEN STEM WALL IS GREATER THAN 24" TALL ABOVE GRADE. 5.5 FILL CELLS W/ (1) #5 BAR SHALL BE LOCATED @ 10'- 0" O/C MAX, AT EACH CORNER AND EACH SIDE OF OPENINGS GREATER THAN OR EQUAL TO 6'-011 . 6) WOOD: 6.1 DIMENSIONED LUMBER SHALL BE DRESSED 848, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURE'S ASSOCIATION 6.2 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WRAP 6.3 ALL STRUCTURALS BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE SYP. NO #1 GRADE (UNLESS NOTED OTHERWISE) WITH SINGLE MEMBER (UNFACTORED) STRESSES AS FOLLOWS: i. Fv=90 PSI ii. Fc=975 PSI iii. E=176007000 PSI iv. 19% MAXIMUM MOISTURE CONTENT v. FRAMING LUMBER SHALL BE #2 SPRUCE -PINE -FIR OR BETTER vi. INTERIOR NON -LOAD BEARING WALLS MAY BE UTILITY GRADE. 6.4 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.5 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MINIMUM SHINGLES OR TILE 6.6 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. ALL DIMENSIONS ARE APPROXIMATELY, GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR CONSTRUCTION THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION OF PIERRE M. VALLES, P.E. �fib#66356),, IERRE M. VALLES, HEREBY ql .R 'I 50 rk 0 DOCUMENTS OSEC IONS OF Tr I L IN'G COI 1S 020, 4 7TH EDITION. Q , 6�56 ' .° 6 PLANS SHALL R2 FEREW9 CgAPLIANCE, 9THE 2020, 7TH EDMOM PLORIDA BUILD CCl[_ RESIDENTIAL 3 CTION R3( I CV!A5WA & ASCE 7-16. •° iZ/ DATE C6 z 0 co z w �m 0o W W ax U ~ mz w0 >z 00 wF- zz w z 00 U w Z ofa am = 0 z J w cl U J J z Q w 0 �LL �w 00m oFn coo wa xm �w zof 0w U, m oZ �a z LuLu ow Z> w cn x 0 0 0 U w F- z z 0 U z Q z 0 w (L 0 U K 0 0 zz = J U � oU) wz U U I U a m ww a� w0 in J ow i_ LL 00 z �- ww z Q z° wcl �z U z 0 0_ oFD wL mg wW xw �a cdz zLu z w U U Om a w d x- w F z= _F_ 2 Z U z �Q m �0 r o� �LL aF_ wD w0 0x OF- o� r¢ xa c� o ax 0� U } Q J0 00 ow 2z OU) U U K Q W w xm r- 0 mr Lw wF m Wa J Q' �o �z w ait w> w �0 zm m OZ zz CD < w� w0 0 02 wLL 0 • cmo 41f 11 lif'lli loo 00 ' • • -i • • . • LL C) E � � Q °6 W Q N U) � J 0 Q 0 O�u- Q C) � N co co _j J � 0- W N O U- Q Lu Q J CL W M t O 0 L / 00-1 C`7 Ir- 00 Cn O W W N Z J O Q C/)Lo CD a.. O_I-_m W ztt O � -� co J W LLW M W I„ �j o E CL a- � � DRAWN ELCO CHECKED DATE OCTOBER 5, 2021 SCALE NOTED JOB NO. SHEET A-1 OF 13 LOT# GENERAL LUMBER NOTES: ALL LUMBER TO BE SOUTHERN YELLOW PINE #2 WITH MAXIMUM CONTENT OF MOISTURE 19%. EXTERIOR LUMBER TO BE PRESSURE TREATED. STUDS MAY BE SPRUCE #2. ALL WOOD IN CONTACT WITH THE GROUND AND THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRESERVATIVE TREATED WOOD. LIMITING HEIGHTS OF STUDS: SIZE #2 GRADE SPACING BLOCKING #OF ROWS MAX. HEIGHT 2X4 SPRUCE FIR 16" NONE 8'-0" 2X4 SPRUCE FIR 16" ONE 10'-0" 2X4 SPRUCE FIR 16" TWO 12'-0" 2X4 SPRUCE FIR 12" THREE 14'-0" 2X4 SOUTHERN PINE 16" THREE 132-4" 2X4 SOUTHERN PINE 12" THREE 15141 2X6 SPRUCE FIR 16" NONE 9'-0" 2X6 SPRUCE FIR 16" TWO 141-4" 2X6 SPRUCE FIR 12" THREE 16'-0" 2X6 SOUTHERN PINE 16" THREE 17'-0" 2X6 SOUTHERN PINE 12" THREE 19'-8" 2X8 SPRUCE FIR 16" THREE 18'-0" 2X8 SPRUCE FIR 12" THREE 21'-0" 2X8 SOUTHERN PINE 16" THREE 221-4" 2X8 SOUTHERN PINE 12" THREE 24'-0" This table was prepared using Windload Calculator Plus Software available from www.vAndca[cs.com FlInnr and Rnnf 1_ ivp I nails Attics: 20 psf w/ storage, 10 psf w/o storage Habitable Attics, Bedrooms: 30 psf Public Rooms & Corridors: 100 psf Other Areas, Garages: 40 psf Roofs: 20 psf (Balcony and Deck live loads are 150% of the adjacent space served Wind Design Data Ultimate Wind Speed: 145 mph Nominal Wind Speed: 112 mph Risk Category: 11 Wind Exposure: B Enclosure Classification: Enclosed End Zone Width (a): 4.20 ft. Internal Pressure Coefficient: 0.18 Roof Geometry: Hip Roof Slope: 4.0 in 12 ( 18.40 ) Mean Roof Height: 15 ft. (The Ultimate Wind speed was used to determine the Component and Cladding design pressures.) (This Building is in a Wind -Borne Debris Region, and all exterior glazed openings shall be protected from wind-borne debris.) Components and Cladding (Calculated Using ASCE 7-16, Chapter 30) Roof Zone 1: Roof Zone 2e: Roof Zone 2r: Roof Zone 3: Overhang at Roof Zone 1: Overhang at Roof Zone 2e: Overhang at Roof Zone 2r: Overhang at Roof Zone 3: Wall Zone 4: Wall Zone 5: +23.2 psf max.,-52.1 psf min. +23.2 psf max.,-73.2 psf min. +23.2 psf max.,-67.9 psf min. +23.2 psf max.,-73.2 psf min. -60.5 psf min. -81.5 psf min. -76.3 psf min. -97.4 psf min. +31.1 psf max.,-33.7 psf min. +31.1 psf max.,-41.7 psf min. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION OF PIERRE M. VALLES, P.E. (FL #66356). PIERRE M. VALLES, HEREBY CERT`�I,ES1T�}B�AT�Tt ESE DOCUMENTS COMP " H 44� fQ)) BA E SECTIONS OF THE I $ 11D C� 2020, 7TH EDITION. eta .AGE E ° PLANS SHALL 9EFEREn�� E IANCE WITR. THE 2020, 7TH EDITION FLO A BIVILDING CQ RESIDENTIAL E 60 TN R301, DESI Rt' & ASCE 7-16. �A�� ° A A `\`�o�' DATE co Z 0 Z W 00 �m W W Q= U Z n Er0 00 wr z Ei W Z DO U LU U0 WQ am =0 co J LiJ J cC =O co J J I- Q W W �o W 0� 0 co coo w 0a = cn F- w Zof Ow mm z0 0ZQ Z� W �W o, Z W J �Q �Sco fr 0 0 9 F- Z 0 U Z Z Q Z 0 W 0 U K 0 0 Q = J U CD 0 U WZ UO U 0Z 00 �CO d W w0 W W �LL 00 Z h W W Q co F-0 Z 0 W Z �Q = Z U 0 O Lu U W F- W a ai Z ZW W Z UU Om 01 CO EL H W Z= �F- 2 Z UZ r m �0 W� 0of a" W =0 0 = o~ 0� a� F-Q =a C7 0 a= O� U� QQ JO Z�_ 00 �W �Z 000 m¢ W W Fm COO j} �w w= mF- ww >Q J � '0 mZ w aW w � w 00 zm J Q c�m oW UZ Z Q 02 U� w0 W LL `' l ll� • III] • I°°°°, zmI, ■■. � , • 1 s G ryo N O L0 LL Q LL ry Q W � � W J W O Z Q � W C9 �- J 4 W C- N W M d` r rl O L / V_ 00 U) o W W NZ J N O v/ \� / C9 > � ■ ' ` ' Pn CY) W :3 J Co LL JW M CL W uj o E CL 0-�� DRAWN ELCO CHECKED DATE OCTOBER 5, 2021 SCALE NOTED JOB NO. SHEET A-2 OF 13 LOT# -CONNECTORS PRODUCT APPROVAL CATEGORY SUB CATEGORY TYPE MANUFACTURER APPROVAL NUMBER STRUCTURAL COMPONENTS WOOD CONNECTORS SP1/SP2/SP4 SIMPSON STRONG -TIE CO. FL 10456.30 STRUCTURAL COMPONENTS WOOD CONNECTORS I LUS24 SIMPSON STRONG -TIE CO. FL 10531.16 W I N D O W PRODUCT APPROVAL LIST OPERABLE/ NON —OPERABLE WINDOWS PRODUCT CATEGORY SUBCATEGORY MANUFACTURER PRODUCT APPROVAL WINDOWS EXTERIOR WINDOWS I SINGLE HUNG SILVER LINE BUILDING PRODUCTS CORP. FL 14911.5 WALE INTERIOR FRAME WALL EXTERIOR FRAME WALL EXISTING 8" CMU LEGEND PROPOSED FLOOR PLAN SCALE: 1/4" = F-0" UNIT #31 THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION OF PIERRE M. VALLES, P.E�i`(kk 056i�, ). PIERRE M. VALLES, HEREBY 'I IE SE DOCUMENTS CO* Zl9 irLIG�PyBALE SECTIONS OF z ,® 1�LDPNO COIaE 2020, 7TH EDITION. r �\ PLANS SHAL�REF�R E COMPLIANCt WITH THE 2020, 7TH EI*1_81�17LORIDA BUILD G RESIDENTIALECION R1pM,'QN G31A & ASCE 7-16. ©11ttt�ttt DATE uj z 0 z Z W �m 00 W W J = Q r m0 W z 00 W H 00 Z Z W0 0Lu U W Z w< m =co o J W =0 � J J Z Q W K 2LL Z) W 0 co oFo wa = m rW zm Ow co z } W W K � W Z W J J a 0 F_ U Q K z z 0 U z z Q Z w a O U 0 O W od Z K U j U U W z UU Z) U 0 z 00 U) aW Wo m WO m0 W 00 0 zz wW Q z z° W z 2z �¢ U Z oO � w� W = � H W a W z w� Z 0U OU 0 W (na w Fw zcn _F 2 z U z �Q �m 0 Oof 6- LL F of W0 0 o� a� �Q =a Oo m a= 0 �- Uz �i Q 30 zF O0 �z 0� ma WW =m r� mr WW W WF m wQr J Of U0 U)Z w aW W � w 00 zm �Q _ 0w UZ Z Q CD 2 U� WU 02 ww 110 IILIII� lil li�l IIII • co • �V� I I� • 04 • • co Lu Q Q 2 co W QIN W Z) Co coCD Q J in Q OJ � N m M J ry >- a- W N O U- � Q cn Q -� W cy) CD 0 L / M�1 rM� W Cn O W W N Z J 00 CL of > -0 N C. CmM G C.0 M W -� r W LL W M LU uj o E 0. 0-Lo� DRAWN ELCO CHECKED DATE OCTOBER 5, 2021 SCALE NOTED JOB NO. SHEET A-3 OF 13 LOT# EXISTING FRONT ELEVATION SCALE: 1/4" = F-0" PROPOSED FRONT ELEVATION SCALE: 1/4" = F-0" 0 EXISTING LEFT ELEVATION SCALE: 1/4" = F-0" 0 EXISTING RIGHT ELEVATION SCALE: 1/4" = F-0" PROPOSED RIGHT ELEVATION SCALE: 1/4" = F-0" El El f'A—/C �#3 EA/C 42 E:l PROPOSED FRONT ELEVATION SCALE: 1/4" = l'-0" THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE Dlfj CT SUPERVISION OF PIERRE M. VALLES,`�1�. PIERRE M. VALLES, HEREB`yTIE ftWil& SE DOCUMENTS �A Y �� BALE SECTIONS O�`f FL4RTDA B LDIKG CODE 2020, 7TH EDITION 0• 66356 PLANS SHAE-L IAE�ERENCE$OMPLIANC E V\&TH THE RESIDENTI SIEO TON�PESIGN:�RIA & ASCE 7-16. �,� �`�Q .• o -Ll_�l—lk DATE Yj Z O Fn z w �m �o LULU U~ U Z m0 w U z 00 Lu F Up Z Z LU DO U UD LLI Q am =o J Z J w J F- J r¢ Z 0 w �O LL �w om U)o wa =m F- w Zc� 0w mm Oz �5¢ zr ww of z w J F- Q F- um N K O F- dU K z z 0 U Z ¢ Z w IL O U 0 d w z z U j 0 U w Z U0 'U 0 z o CD Ky d w w0 m0 ow F- L- 0 0- OF Z z w w ¢ Z F-C) Z 0 w z M¢ Z)z U oo0 Fn wD m g w Fw a vi z F- r w UU o(/) w wa �w z= r 2 z U z �Q m m �o w � occ a" of~ wD =o 0 0 Q� F- ¢ =a OD oaF- L) z �¢ �0 Z 0 ow �z oU) �Q LU w =m F- 0 m'o w p- Vw w= F- J N0 cao wZ aW X, w w (Do zm J ¢ m OW UZ z¢ w� w0 0 -10 w w • • • • I �.��o 00 LLJ I ll■■ l■ �'_',� • -r OL co • • co 75 < � N O LL Q Q ryo CM LL w06 w Q CL J Q Q J J w N W O Q c10 o- -j W 0— J N W Irl- ) Cam. V ') V / Mom\ T— W ,%-/ rn �/ O / W (N Z Q)O 4-0> J V/ -0 C. Mm� c Cfl � M W :3 —J CK mLL LLWM W 0- E L CL 0- V J DRAWN ELCO CHECKED DATE OCTOBER 5, 2021 SCALE NOTED JOB NO. SHEET COVER SHEET OF D LOT# CONNECTION REQUIREMENTS -TYPICAL) 1 j" BUILDING WATER SERVICE LINE FROM METER & BACKFLOW PREVENTER AT STREET (FIELD VERIFY EXACT LOCATION &COORDINATE CONNECTION REQUIREMENTS -TYPICAL) WATER SUPPLY PLAN SCALE: 1/4" = V-0" MAXIMUM FLOW RATES AND CONCUMPTION FOR PLUMBINGS FIXTURES AND FIXTURES FITTING PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATES OR QUANTITY LAVATORY, PRIVATE 2.2 GPM AT 60 PSI LAVATORY, PUBLIC (METERING) 0.25 GALLON PER METERING CYCLE LAVATORY, PUBLIC (OTHER THAN METERING) 0.5 GPM AT 60 PSI SHOWER HEAD 2.5 GPM AT 60 PSI SINK FAUCET 2.2 GPM AT 60 PSI URINAL 1.0 GALLON PER FLUSHING CYCLE WATER CLOSET 1.5 GALLON PER FLUSHING CYCLE HOSE BIBBS - TYPICAL (FIELD COORDINATE EXACT LOCATION) PLUMBING LEGEND DESCRIPTION ABBREV. SYMBOL SANITARY PIPING SAN No WATER PIPING HOT WATER HW COLD WATER CW -------�- GATE VALVE GV 900 DOWN C VENT THRU ROOF VTR CLEAN OUT TO GRADE COTG 3/4" HOSE BIBB C� WALLCOVER AND SCREW WATER HAMk4ER ARR)= OR EQUAL TO PRECISE! PLUMB lG PRODUCTS MODEL. WITH (SWE Km MAIN PPP SIZING CHART � FIXTURE UNITS SIZE (SWEAT) PART NUMBER 1-11 4/2" SWA•-500 12-32 3/4 SWA-750 --60 1" SWA-1000 64--113 'ri'4 SWA- 1250 DROP TO PLUM FIXTURES NOTES 1 . PROVIDE A WATER HAWER ARRESTOR ON EACH HOT WATER AND COLD WATER DROP, 2. ARRESTORS SHOULD ALWAYS BE INSTALLED SO THAT THERE IS AN UNOBSTRUCTED SHOCK PATH TO THE ARRESTOR. 3. ARRESTORS $HO ULD ALWAYS BE PLACED AS NEAR TO THE SOURCE OF SHOCK AS POSSIBLE. MAY EXTEND AS WASTE OR V NTA =D TEE _EANOUT LINE =ND LJ/-%L--%1VVL vI I IPING SAME AS CLEANOUT TO GRADE FA L L G-!'L - -�� N ©�U1�� D�I Eli 1,W r-J \ le NO SCALE PLUMBING FIXTURE & CONNECTION SCHEDULE MARK FIXTURE TYPE C. uu � lI--- REMARKS P1 WATER CLOSET 1 /2" — — — 3" 2" — — — 1.5 GAL. PER FLUSH TANK —TYPE P2 LAVATORY 1 2" 1 /2" 2" 1 1 /2" 1 1 /4" 2.0 GAL. PER MIN. MAX. FLOW COUNTER MTD. P3 SHOWER 1 2" 1 /2" 2" 1 1 /2" 2" 2.5 GAL. PER MIN. MAX. W/ANTI—SCALD VALVE P4 KITCHEN SINK 1 2" 1 /2" 2" 1 1 /2" 1 1 /2" 2.0 GAL. PER MIN. MAX. S./S. —2 COMPART. P5 WATER HEATER 3/4" 3/4" --- — — — — — — INSTAT—HOT TANKLESS W/13.0 KW ELEM. P6 HOSE BIBB 1 2" --- — — — — — — — — — BRASS BODY W/VACUUM BREAKER P7 D WASHER BOX 1 /2" 1 /2" 3" 1 1 /2" 2" IRECESSED W/VACUUM BREAKERS THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE Dllj�,qT SUPERVISION OF PIERRE M. VALLES, P,���I�I`#' 66),. rP.IERRE M. VALLES, HEREBY, �r9S*kI.ESE DOCUMENTS CQIP�I GfLe� �YPLICAgALE SECTIONS OF THE eL•ORIOA BUI ING.CODE 2020, 7TH EDITION.-.1 PLANS SHALL--RtFERENCE COMPLIANCE WITH THE 2020, 7TH EDEFION-.FLORIDA B.UIL NG RESIDENTIAL %EC tipN R301 '7`ESIGN CR `IA & ASCE 7-16. o e� Fl � L4 tL_111l DATE cli 0 U) Z W �m �O o' W W Q= U r U, z >0 z 00 W r Up Z Z W 0 0U W � W Z K G a- U) >o _z J Z J W Q _ 0 U J J Z Q W W 2u- D W Om oZ75 U)o LUa x cn rw zOf Ow CD 0z0 65 Q Z } W �W s> Z J W J Ir- co �_ K 0 of Ul Z 0 U } Z Q Z 0 w a 0 U O w Z z UZ) oco wz UO � U in z 00 �U) aW LU0 ow rLL r0 Or Z LULU Q z z° W �Z �Z U Z O _ O U U w� U� w� =w vi z rw w� L) U co 0 OU) wW W a TX Z= -r Z �z �Q �m O wr Ow K LL n. r LUD w0 _ _ r o� QIr ra =a c� o a= Or U } Z �o zr 00 gW �z 0 CQ �¢ w W w} >w Q�_ wr ww �Q mC) U)z wZ aW X> LULU 0o z� J Q U� zLu ULu ZZ 0� w� 00 w LL 0 1111 1111 1II1 1111 00 ::.,.., ouo■ 11 00 Iii �I,I ■ ll..11 • CN co LL 0 r 114 uj 75 QCC Lu J Q W :D P) Q J � ry ry Q � ,:i` CD Lo � LL J LJ_ 0- LIJ N O LL 0- Lu '^ U J Q LuLu N— CO Qo Lo co i co U) o Lu W N a)O Z J J �a- U) > —0 N ■ /•' fin' /`��: /(y JJa `t ' , M,n LL] : J • W LL ry LL Lu M W • ® CL E w'tm _ �U-)� DRAWN ELCO CHECKED DATE OCTOBER 5, 2021 SCALE NOTED JOB NO. SHEET P-1 OF 13 LOT# PLUMBING GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA PLUMBING CODE. CHECK OUT AND CONNECT ALL FIXTURES AND EQUIPMENT REQUIRING PLUMBING. 2. NECESSARY, OBVIOUSLY REQUIRED PLUMBING ITEMS THAT ARE NOT SHOWN ON THE DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY TO INSTALL A COMPLETE OPERATING PLUMBING SYSTEM. 3. ALL PLUMBING FIXTURES SHALL BE SELECTED BY THE OWNER AND INSTALLED BY THE CONTRACTOR. (PLUMBING FIXTURES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY, EXISTING FIXTURES OR EQUAL QUALITY AND CRAFTSMANSHIP MAY BE USED AS DIRECTED) 4. ALL PLUMBING WORK SHALL BE INSTALLED PER THE RULES AND REGULATIONS OF THE STATE HEALTH DEPARTMENT, STATE PLUMBING CODE (LATEST EDITION) AND LOCAL ORDINANCES HAVING JURISDICTION OF PROJECT SITE AREA. 5. MAINTAIN AS —BUILT DRAWINGS DAILY. SUBMIT TO ENGINEER/OWNER AFTER COMPLETION OF ALL WORK. 6. PLUMBING CONTRACTOR SHALL RESPONSIBLE FOR COMMUNICATION WITH THE LOCAL BUILDING DEPARTMENT AND INSPECTION PERSONNEL TO REVIEW CONTRACT DOCUMENTS PRIOR TO INSTALLATION. 7. PROVIDE ALL CUTTING REQUIRED FOR THE INSTALLATION OF PLUMBING WORK. FINISH PATCHING SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR. PLUMBING MATERIALS SHALL MATCH EXISTING. CUT AND REPAIR EXISTING FLOOR AS REQUIRED. (IF APPLICABLE) 8. FINAL WATER PIPING ROUTING SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR. 9. ALL EXTERIOR UNDERGROUND WATER PIPING SHALL BE TYPE "L" HARD COPPER TUBING. PIPING INSIDE OF BUILDING SHAL BE TYPE "M" HARD COPPER OR CPVC. 10. ALL WATER PIPING SHALL BE SUPPORTED RIGIDLY AND IN LINE FROM BUILDING STRUCTURE. OFFSET PIPING TO AVOID STRUCTURAL MEMBERS, CANTS, FLASHING, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. 11. ALL FIXTURES AND EQUIPMENT SHALL HAVE SHUT—OFF VALVES AT OR NEAR EQUIPMENT. 4" BUILDING SANITARY WASTE LINE RUN ® J' PER FOOT SLOPE & CONNECT TO EXISTING SANITARY SEWER LINE(FIELD VERIFY EXACT LOCATION AND COORDINATE WITH EXISTING INVERT ELEVATION) WASTE WATER PLAN SCALE: 1/4" = F-0" THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION OF PIERRE M. VALLES, P.E. (FL #661 �mi P,'IERRE M. VALLES, HEREBY CERTIFIW T T Rio DOCUMENTS COMPLY L;,p( SECTIONS OF THE FL© , 'I IDIµS 2(%, 7TH EDITION. �. < PLANS SHALL REFMRI�N�E PLIANCE WITR THEM 2020, 7TH EDITION:FLOIjDA BUILD#4G CODE, RESIDENTIAL SEC11ON V01, D ASCE 7-16. �R•, Q _tC-1,t" asu�ti�o ATE cli z 0 Z Z w :im 00 0 - ww J x Q F. O wm 00 wr 00 W z cl0 LLJ U U0 wQ ay =o cn J Z J w =0 c J J Z Q w 0 �LL �w Li z o� wa F-W zc� Ow mm IOOz FDQ z w� o; zLLI J J it O F_ U Q K z Z O C) z z Q z cl a O U K O 0 w z Z U j oU) wz UO :' U 0 Z O C7 W(o aw w 0 x w0 m0 Ow w 00 z�- wW ¢0 z U) o w0 2z UZ w� U) w �W a ai z w U U OU 0w w a m w F w Z= —r 2 CD z U z �Q Wm O ow a" m~ W = x0 ox O�0 Q� rQ xa OD x a= o F- Uz Z g0 z� OD gw 0z OU) co ww xm ~O mr >} mw wx mF- J N0 �O wz ax Xj ww 00 z J Q _ zK oZ z¢ w� w0 0 02 ww • • 1111 1111 • III I IIIIIIIIIIIII. •• •'-:=' oo ■c1■■l i=' �1 • • 0 CD cn • 1 • 0 'IT 75 � < QQ� W J W D cn � Q J W ryLL >- r Q � � Cfl N L0 Cf) J � W N O LL Q 0— co Q J Ir— CM 1 Lo /M—lN \ I Ir— M W U) ® w W N Z 00 53_ Q ��T--- 5■ \ / \/ Jc `'M) COW W :3 -� • W U ryo LLW M W ��E II- cu a- LF- DRAWN ELCO CHECKED DATE OCTOBER 5, 2021 SCALE NOTED JOB NO. SHEET P-2 OF 13 LOT# J 3/411 1/2 ' I / P-5 3/4" 3/A 1 /211 3/4" "' / - / / " / 1 /2"� 34/ 11 - - I3/411 1 I -" I1/2'I 11 /2" -/ 1/211 P-6 3/4/ 1 /211 , / " - /' i 11 /211 P-3 P-4 / /' 1 /2" I 3/4P-1 " - / I "I 11/211 P-2 / ' P-3 REF. a � 3'//' P-1 , /211 3/411� 1�/4" - P 1/2 -5 /" 1' �1/21t 3/4"/" 1/411 ,.�.,3/4 \--4NSULATED WATER DISTRIBUTION PIPING RUN 3/411 CONCEALED ABOVE CEILING & WITH -IN WALLS. ' C REF. 3/4 j-/ ����-,/�-/\�(FIELD COORDINATE EXACT ROUTING) 11 3/4", /4/ 1 /211 / ' " , / 3/4" 3/411 - \ ,3/4" 3/4" - / P-4 I 3/411I 13/4" REF. ,1/4" I I1 /2" I I 1 P-5 3/4"1 1 ' � 3/4" I 4" SHUT-OFF VALVES IN P-6 I VALVE BOX & I MARKED ' I WITH UNIT NUMBER I _ -/ 1-1/4" WATER SERVICE LINE FROM EXISTING METER / & BACKFLOW PREVENTER AT STREET ( FIELD VERIFY - EXACT LOCATION & COORDINATE CONNECTION REQUIREMENTS) MA WE Y ow wl/VNIF J�3 m 3 �3 p .& r Er- vjmas u JJ]ph' e F, J3 ME r.l II I •..s�3 v RR J A MM J N.T.S. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION OF PIERRE M. VALLES, P.E. (FL #66356). PIERRE M. VALLES, HEREBY CERTIfiff!SIVRAIVJTJ ESE DOCUMENTS CO 4Atto A E SECTIONS OF TH` `,,lt%I••[j 1 t�pG�•.1'C 2020, 7TH EDITION.`, �G c PLANS SHALL R-EFE EW,&,: G@IA IANCC;WITFjTHE 2020, 7TH EDIT#O FLORIDA BWLDING COJD - RESIDENTIAL SE�dDN R301, DESI I CRt to & ASCE 7-16. �"(� v DATE z 0 U) z w �m ❑O Ww ¢x UU z �O 00 wt: z❑ wz ❑O U W ❑ U uj Q aU) J z J w =o co J J W 2W D W 00m ❑Fn wa �W 0W m U) ❑ oQ z W W z J W J co 0 z z O U z a z 0 w a 0 U O ci z Z UJ D oca wz UO DU ❑z 00 ofU) a W W❑ x WO m0 ow F- w 00 zLU � z LU Cz � U z❑ wz �¢ D z U0 O_ wLO U� W x W F- a COW z� w p D Um oU) O w wa �w z= _f- z Uz �Q m m w0 r o� W D x0 -x O- a� m¢ xa 0 ❑ CC a= 0� U } z ¢ �0 zf- OW 2z OU) �Q wW xm ~O >r Luw Wx wui ww x� J af co U)Z w aW X > Ww 00 z p_ D zw Ow 0z z ¢ 2 (� w0 0� wLL C • �'•�I� • • •:� 00 I� . C) • CD 0 z co O U-) LL Q��M �OJ W W p J Q _ Q J W :D � � U) (n Q � CD�- J Q W J N W CM lt O L / co TM W U)O W W NZ J (I)O Q > 70 N � > 5. �m� = M W �J' u— W m W wo E 0 �mcu �— DRAWN ELCO CHECKED DATE OCTOBER 5, 2021 SCALE NOTED JOB NO. SHEET P-3 OF 13 LOT# _ I:.-L.l- I IIIf 161IILr-ii�I6�i I 211 T.R. I� 2" / \ 2" 2"I \\ I \ ZVI/ "X�LmjCr=Aaff. // Wry J�..I�I �� �l jXyfi�� J�1ul �IJ Jul N.T.S. �2" V.T.R. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION OF PIERRE M. VALLES, P.E. (FL #66356). PIERRE M. VALLES, HEREBY CERTIFIES`JNKWiAITITHE�F,'DOCUMENTS COMPLY WIT(+!`A Q SECTIONS OF THE FLO © G E 26zo 7TH EDITION. �� ; \GK� E �--yy jK PLANS SHALL REFEIZENCg��\ CQQ,,M,P6fP*E WITI-r•TH 2020, 7TH EDITION F-1OROA ALDl CODE, RESIDENTIAL SECTION4$01, DESIGN CTERIF ASCE 7-16. ,,g,. ° ,, 1p C6 Z O U) z w �m clO 0- IJLI w a= U z m Q�O wm 0o WE z0 W Z 0 O W �) U 0 Ka aU) =g J w 2 � � J J a Z Z 0 W O LL U � Om 0 Fn W Z �Lu U) zm Ow M z0 0za Z� W �Lu 0 W Z W J r a 2 = �0� O F- L) a F- z Z O U Z a Z 0 w n- o U w O d w zZ aF = J U � ❑ U W Z UO =1 U 0 z O (9 tr cl) aw w0 1r wO mJ o W F- LL o� zF- WW ¢z z° W 0 LuZ Uz 0O U) LLI U) w 2 x", Fw a vi z F- w zr w Z Z) U m OU 0 w w X Fw Z= _F- =z U`z �Q m m wF- F- a Ox a " wD =O 0 _ O 0 Q� F- a U' 0 a= O� U z a �O z� OW �z oU) �¢ ww Fm U) >w mw wF U) L-ILu >a J 0 U)O z w w a W w > w 00 z J = m OZ Za C9 :E U� w0 002 • • '_IIII,L. co ■ I�. co (u•i�il • • C) =i 04 • 1 co QQM W Q N D coffin- coW Q J W W > Q 0 t CV Lo L.L J N O LL w Lu Q J 0- r M mt 'O V / M�� Ir- M W N O W Z NO J �_ J5 1..1. Q U) > —a ■ [ n ♦ / XZ- (y) W =3 —J LL LLW M W 0 Q, W ,� E L co DRAWN ELCO CHECKED DATE OCTOBER 5, 2021 SCALE NOTED JOB NO. SHEET P-4 OF 13 LOT# + i j ;: ri ELECTRICAL & UTILITY LEGEND $ LIGHT SWITCH $D DIMMER SWITCH 110V DUPLEX OUTLET "AF ARC FAULT RECEPTACLE - TO BE "COMBINATION" TYPE "GFI GROUND FAULT INTERCEPT DUPLEX RECEPTACLE OUTLET wP/GFI WATER PROOF G.F.I. DUPLEX RECEPTACLE OUTLET Qr= 220 V. OUTLET -� INCANDESCENT CEILING MOUNTED LIGHT FIXTURE FLOOD LIGHTS INCANDESCENT ROUND RECESSED LIGHT FIXTURE INCANDESCENT CEILING MOUNTED LIGHT FIXTURE ha HANGING PENDENT LIGHT FIXTURE ® MINI INCANDESCENT RECESSED EYEBALL LIGHT 4' LONG FLUORESCENT TUBES FIXTURES W/ PLASTIC LENS COVER JUNCTION BOX @ CEILING FOR CEILING FAN W/LIGHT IN WALL, OR TRIED STAIRWAY LIGHTS UNDER KITCHEN CABINET LIGHTS 0 EXHAUST FAN *AF SMOKE DETECTOR -CEILING MOUNTED (ARC FAULT) ALL DETECTORS TO BE WIRED TOGETHER FOR SIMULTANEOUS ALARM W/ BATTERY BACK-UP. OAF CARBON MONOXIDE SENSOR (ARC FAULT) O A LUMINOUS LIGHTED ADDRESS JO JUNCTION BOX @ LUMINOUS CUG �_o G.D. GARAGE DOOR OPENER SWITCH �-❑O PUSH BUTTON DOORBELL 000 DOOR CHIMES ❑ TELEVISION JACK 00- TELEPHONE JACK 2-L TELEPHONE & SEPARATE COMPUTER LINE IN ONE JUNCTION BOX. PROVIDE 1/2" DIAMETER COPPER COLD WATER LINE TO REFRIGERATOR SPACE. --H HOSE BIB ELECTRICAL PLAN IUNIT #3I I + GAS STUB PANEL BOARD SCHEDULE SCALE: va^= r-o^ DESIGNATION A VOLTAGE AMPERE RATING 100 MOUNTING A.I.C. 10,000 240/120 ® 208/120 ❑ 280 ❑ MAIN LUGS ONLY ® SURFACE ❑ MAIN CIRCUIT BREAKER n FLUSH LOADS LOAD SERVICED No. BRKR. AMPS A B BRKR. AMPS No. LOAD SERVICED RANGE W/OVEN 1 60 20 2 SMALL APPLIANCES II 3 20 4 II A/C HEAT PUMP 5 15 20 6 BEDROOMS LIGHTS II 7 20 8 II A.H.U. & HEAT 9 30 n 20 10 LIVING ROOM LIGTHS II 11 n 20 12 BATH/HALL LIGHTS WATER HEATER 13 30 20 14 RECEPTACLES II 15 20 16 II WASHER/DRYER 17 30 n n 20 18 HOOD & MICROWAVE II 19 20 n n 20 20 REFRIGERATOR SPACE 21 20 n n 15 22 SPACE 23 n n 24 SMOKE DETECTORS SPACE 25 n ^ 26 SPACE 27 n n 28 29 30 ISOLATED GROUND BUS ❑ DEMAND LOAD GROUND BUS ® TOTAL LOAD NEUTRAL BUS ® PER PHASE (A.)l 83 1 83 DESIGN LOAD (V.A.) 19,840 BUILDING UNITS TOTAL LOAD TABULATION 1- APARTMENT UNITS TOTAL DEMAND LOAD: 19,840 V.A. + 19 7 550 V.A+ 191870 V.A. = 59,260 V.A. 2-HOUSE PANEL "H" CONNECTED LOAD: 8,580 V.A. BUILDING TOTAL LOAD: 67v840 V.A.0240 V.-10 =283 AMPS PANEL BOARD SCHEDULE 0 ELECTRICAL PANEL (NEC 230-23) AC 220V CB BOX FOR A.C. COMPRESSOR @ 36" ABOVE SLAB (NEC 422-26) © GAS METER LOCATION (VERIFY) ❑E ELECTRICAL METER LOCATION (VERIFY) © GUNFROS (OR EQ.) HOT WATER RECIRCULATING PUMP THERMOSTAT CONTROL * ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO'S. * ALL NON-GFI OUTLETS TO BE ON ARC FAULT INTERRUPTERS AND TAMPER PROOF. * ALL GFI OUTLETS OUTDOORS, GARAGES, KITCHENS & BATHS * ALL ELECTRICAL SHALL BE IN ACCORDANCE WITH THE 2017 NATIONAL ELECTRIC CODE. NOTE: THE CURRENT CODE OF REFERENCE FOR THIS PROJECT IS THE NATIONAL ELECTRICAL CODE (NEC) 2017-NFPA 70 DESIGNATION H A.I.C. 10,000 VOLTAGE 240/120 N 208/120 ❑ 280 ❑ LOADS AMPERE RATING MAIN LUGS ONLY ❑ MAIN CIRCUIT BREAKER NEMA 3R 60 MOUNTING SURFACE ® FLUSH ❑ LOAD SERVICED No. BRKR. AMPS A B BRKR. AMPS No. LOAD SERVICED SECURITY SYSTEM 1 20 n 25 2 IRRIGATION 3 20 n 20 4 RECEPTACLES SPARE 5 20 n 20 6 EXTERIOR LIGHTS 7 20 n 20 8 SPACE 9 20 n 20 10 SPACE 11 20 n 20 12 ISOLATED GROUND BUS ❑ GROUND BUS ® NEUTRAL BUS ® TOTAL LOAD PER PHASE (A.) 40.0 31.5 DEMAND LOAD DESIGN LOAD (V.A.) 8,580 THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION OF PIERRE M. VALLES, P.E. (FL # ffl�A%�PIERRE M. VALLES, HEREBY CERTIj 4TV'T'taj) DOCUMENTS COMPL�� SECTIONS OF THE ODE 20, 7TH EDITION. PLANS SHALL REFER(iTIC09O PLIANCE w;rH TIE 2020, 7TH EDITI014 RLQRIDA BUILbING CODJ,� RESIDENTIAL SE(-.TION;R301, D 5D tN RIT I � ASCE7-16. �-; Z 0 z Z w �m �o o� Ujw UU z cc0 LLJ U) 00 w F U0 ZZ w0 0 U LU a ,) =o z J w J (n J J � Q Zw w �O LL �w Om 0� U)0 F-W 0w U) cn oQ zL Z w_ �w o> z J w J Q �� 0 U F_ z z 0 U z Q Z 0 Lli U O 0 z Z _F- Uj oU wz UO ::3U 00 �C/) aw wo w m° Ow r" 00 ZF- ww z z° w 0 �Q �Z U0 0 U) Wa _[)� F- w a vi z Z�w CO oU) �w CL wX FW Z= = z �Z �Q m m �O wF- ow a" w = =0 o� 0 Q� �Q =a C7 0 O F U }Z �Q ¢O z 00 �w �z oU) �Q ww Fm (J)0 >> �w w= u)r �o �Z w aw W > w 00 Z U r J = 0 w UZ zz (D< U� wo 0 0 ww • • 11!Il • IIIIIIIII♦ •':."'� r � �w oo l■■ ■i 1 • L•--'� • • co 0 U_ 0 z m CO M G N It O U-) LL Q a M W Q Q Q J N � 0 � W Q � � 0- -j Q W C- J N W 3 r O r 00 U)O W W N Z J 0O Q 4-0 CL > O�� �mM Cy) W � �_j Q UJ Uj o E t� L-) I - DRAWN ELCO CHECKED DATE OCTOBER 5, 2021 SCALE NOTED JOB NO. SHEET E-1 OF 13 LOT# ELECTRICAL LOAD CALCULATIONS 816 SQ. FT. UNIT #1 • BASED ON THE ARTICLE 220 OF THE NATIONAL ELECTRICAL CODE. CALCULATIONS FOR COMPUTING FEEDER AND SERVICE LOADS OPTIONAL CALCULATIONS -DWELLING UNITS. 1. LARGEST AIR CONDITIONING LOAD: COOLING MODE a. AIR HANDLER UNIT FAN........................................................0.8 KVA b. CONDENSING UNIT................................................................2.2 KVA TOTAL(@ 100%)....................................................................3.0 KVA HEATING MODE a. AIR HANDLER UNIT FAN ........................................................ 0.8 KVA b. ELEC. RESIST. HEAT STRIP (3.4 KW @ 65%).......................2.21 KVA LARGEST LOAD......................................................................5.21 KVA 2. OTHER LOAD: a. LIGHTING LOAD: (3 V.A./ SQ. FT.) ......... 816 SQ. FT. x 3........2.45 KVA b. SMALL APPLIANCES: (2 @ 1.5 KVA EACH)...........................3.0 KVA c. WATER HEATERS.....................................................................4.5 KVA d. RANGE WITH OVEN...............................................................11.7 KVA e. CLOTHES DRYER & WASHER.................................................5.0 KVA f. LAUNDRY (CIRCUIT).................................................................1.5 KVA g. DISH WASHER..............................................................................0 KVA h. DISPOSAL.....................................................................................0 KVA i. MICROWAVE..............................................................................1.2 KVA SUB TOTAL 34.60 KVA THE FIRST 10 KVA @100%.......................................................................10 KVA REMAINDER @40% (24.6 KVA x40%).......................................................9.84 KVA TOTAL DEMAND LOAD =19.84 KVA@240V=83 AMPS =100 AMPS FEEDER CALCULATIONS UNIT #3 PHASE CONDUCTOR: 19.87 KVA @ 240 V.-10=....................................................................82.80 AMPS NEUTRAL CONDUCTOR: • BASED ON SECTION 220-22 OF THE NATIONAL ELECTRICAL CODE. a. LIGHTING LOAD.....................................................................2.56 KVA b. SMALL APPLIANCE & LAUNDRY CIRCUIT ..........................4.5 KVA SUBTOTAL............................................................................7.06 KVA THE FIRST 3 KVA @100%....................................................................3.0 KVA REMAINDER @35% (4.06 KVA x35 %)..................................................1.4 KVA I SUBTOTAL............................................................................4.4 KVA PLUS c. RANGE WITH OVEN-11.7 KW@70%....................................8.2 KVA d. DISHWASHER........................................................................0.0 KVA e. DISPOSAL...............................................................................0.0 KVA f. COMPACTOR..........................................................................0.0 KVA g. MICROWAVE...........................................................................1.2 KVA h. AIR CONDITIONING UNIT: 5.21 KVA@100%......................5.21 KVA TOTAL 19.01 KVA 19.01 KVA @240 V. -10=.....................................................................79.21 AMPS ELECTRICAL LOAD CALCULATIONS 590 SQ. FT. UNIT #2 • BASED ON THE ARTICLE 220 OF THE NATIONAL ELECTRICAL CODE. CALCULATIONS FOR COMPUTING FEEDER AND SERVICE LOADS OPTIONAL CALCULATIONS -DWELLING UNITS. 1. LARGEST AIR CONDITIONING LOAD: COOLING MODE a. AIR HANDLER UNIT FAN........................................................0.8 KVA b. CONDENSING UNIT................................................................2.2 KVA TOTAL (@ 100%)....................................................................3.0 KVA HEATING MODE a. AIR HANDLER UNIT FAN........................................................0.8 KVA b. ELEC. RESIST. HEAT STRIP (3.4 KW @ 65%).......................2.21 KVA LARGESTLOAD......................................................................5.21 KVA 2. OTHER LOAD: a. LIGHTING LOAD: (3 V.A./ SQ. FT.) ......... 590 SQ. FT. x 3........1.77 KVA b. SMALL APPLIANCES: (2 @ 1.5 KVA EACH)...........................3.0 KVA c. WATER HEATERS.....................................................................4.5 KVA d. RANGE WITH OVEN...............................................................11.7 KVA e. CLOTHES DRYER & WASHER.................................................5.0 KVA f. LAUNDRY (CIRCUIT).................................................................1.5 KVA g. DISH WASHER..............................................................................0 KVA h. DISPOSAL.....................................................................................0 KVA i. MICROWAVE..............................................................................1.2 KVA SUB TOTAL 33.88 KVA THE FIRST 10 KVA @100%.......................................................................10 KVA REMAINDER @40% (23.88 KVA x40%).......................................................9.55 KVA TOTAL DEMAND LOAD =19.55 KVA@240V=81.5 AMPS =100 AMPS ELECTRICAL LOAD CALCULATIONS 854 SQ. FT. UNIT #3 • BASED ON THE ARTICLE 220 OF THE NATIONAL ELECTRICAL CODE. CALCULATIONS FOR COMPUTING FEEDER AND SERVICE LOADS OPTIONAL CALCULATIONS -DWELLING UNITS. 1. LARGEST AIR CONDITIONING LOAD: COOLING MODE a. AIR HANDLER UNIT FAN........................................................0.8 KVA b. CONDENSING UNIT................................................................2.2 KVA TOTAL(@ 100%)....................................................................3.0 KVA HEATING MODE a. AIR HANDLER UN IT FAN........................................................0.8 KVA b. ELEC. RESIST. HEAT STRIP (3.4 KW @ 65%).......................2.21 KVA LARGESTLOAD......................................................................5.21 KVA 2. OTHER LOAD: a. LIGHTING LOAD: (3 V.A./ SQ. FT.) ........ 854 SQ. FT. x 3........2.56 KVA b. SMALL APPLIANCES: (2 @ 1.5 KVA EACH)...........................3.0 KVA c. WATER HEATERS.....................................................................4.5 KVA d. RANGE WITH OVEN...............................................................11.7 KVA e. CLOTHES DRYER & WASHER.................................................5.0 KVA f. LAUNDRY (CIRCUIT).................................................................1.5 KVA g. DISH WASHER..............................................................................0 KVA h. DISPOSAL.....................................................................................0 KVA i. MICROWAVE..............................................................................1.2 KVA SUB TOTAL 34.67 KVA THE FIRST 10 KVA @100%.......................................................................10 KVA REMAINDER @40% (24.67 KVA x40%).......................................................9.87 KVA TOTAL DEMAND LOAD =19.87 KVA@240V=83 AMPS =100 AMPS I N I MUM G0Nr;)UcTO*R"l !B I Lr-s DVERGURRENT RATING CURRENT CARRYING AND NEUTRAL GONDUGTOR &RO ND GONDUGTDR MINIMUM CONDUIT 51 HE+6 %4+6 2k4+6 0 -- 20 �4MP5 #12 #12 0115" 0,. 011 0.50" 21 - 30 AMPS #ICl #l,p 0375It C�? 5C " 0-wif 31 - 40 AMPS #6 #10 I" 0 15" 41 - 50 AMP5 #8 #10 _ 111 0 15" 51 - 60 AMPS #6 #ICE 125" 111 61 - 70 AMP5 #4 #6 1,25" 10 71 - 80 AMPS #4 #6 1.25" 111 &I - a0 AMP5 #3 #6 125" 125" c#1 - 100 AMP5 #3 1 r25#1 1.25" FWN15H C,0NDUGT0R5 IN AGGORDANGE P41TH THIS 5GHEr,>ILE UNLESS OTHERA15E NOTED. ALL HIRES ARE TO B C-OWER, T41,#*I, UNLE55 OTHE-RH19E NOTED, SEE ELEGTRIAC.L NOTES FOR AEVITIONAL GDNMIT AND HIRE INSULATION REQUIREMENTS. AUTOMATIC TIME SWITCH FO COMMON AREA EXTERIOR LIGHT; D.P.S.T. -20 AMP-120V.-7 DAY PANEL -UNIT #1" "A" FEEDER CALCULATIONS UNIT #1 PHASE CONDUCTOR: 19.84 KVA @ 240 V.-10=....................................................................82.66 AMPS NEUTRAL CONDUCTOR: • BASED ON SECTION 220-22 OF THE NATIONAL ELECTRICAL CODE a. LIGHTING LOAD.....................................................................2.45 KVA b. SMALL APPLIANCE & LAUNDRY CIRCUIT ..........................4.5 KVA SUBTOTAL............................................................................6.95 KVA THEFIRST 3 KVA @100%....................................................................3.0 KVA REMAINDER @35% (3.95 KVA x35 %)..................................................1.4 KVA SUBTOTAL............................................................................4.4 KVA PLUS c. RANGE WITH OVEN-11.7 KW@70%....................................8.2 KVA d. DISHWASHER........................................................................0.0 KVA e. DISPOSAL..............................................................................0 .0 KVA f. COMPACTOR..........................................................................0.0 KVA g. MICROWAVE...........................................................................1.2 KVA h. AIR CONDITIONING UNIT: 5.21 KVA@100%......................5.21 KVA TOTAL 19,01 KVA 19.01 KVA @240 V. -10=.....................................................................79.21 AMPS 350 AMPS SERVICE @ 120/240 V.-10-3 WIRE: (3)-#3/0 CU THW IN 2-1/2" RIGID GALV. CONDUIT RISER UP TO WEATHERHEAD. PROVIDE SUFFICIENT SLACK IN CONDUCTORS FOR FINAL CONNECTION BY ELEC. POWER COMPANY. (FIELD COORDINATE EXACT REQUIREMENTS WITH ELEC. POWER COMPANY TYP. 6%6%5 FT. LONG NEMA TYPE 3R WIREWAY WITH SCREW -DOWN AND LOCKABLE COVER (FIELD COORDINATE WITH ELEC. POWER COMPANY) MAIN DISCONNECT SWITCH: 100 AMP-240V. 2 POLE - S.N. - SERVICE RATED - NEMA - TYPE 3R - FUSED © 100 AMPS WITH 100,000 A.I.C. TYPE FUSES (FIELD COORDINATE WITH ELEC. POWER CO. TYP.) PANEL "UNIT #2" „B„ 120/240 V. -10-3 WIRE ELEC. METER WITH LIGHTING ARRESTOR (FIELD COORDINATE WITH ELEC. POWER CO. -TYPICAL) 100 AMP. SERVICE @120/240V. -10-3 WIRE: (3)-#3 CU. THW & (1)-#8 CU. THW GROUND IN 1 1 /4" CONDUIT (TYPICAL TO PANEL "A", "B", "C", "D" & HOUSE PANEL "H" PANEL "UNIT #3" „ c„ • HOUSE „H„ L. A. HOUSE PANEL „H„ I • UNIT #3 L. A. L.A. o L - .---I FEEDER CALCULATIONS UNIT #2 PHASE CONDUCTOR: 19.55 KVA @ 240 V.-10=....................................................................81.46 AMPS NEUTRAL CONDUCTOR: • BASED ON SECTION 220-22 OF THE NATIONAL ELECTRICAL CODE. a. LIGHTING LOAD.....................................................................1.77 KVA b. SMALL APPLIANCE & LAUNDRY CIRCUIT ..........................4.5 KVA SUBTOTAL............................................................................ 6.27KVA THE FIRST 3 KVA @100%....................................................................3.0 KVA REMAINDER @35% (3.27 KVA x35 %)..................................................1.1 KVA SUBTOTAL............................................................................4.1 KVA PLUS c. RANGE WITH OVEN-11.7 KW@70%....................................8.2 KVA d. DISHWASHER........................................................................0.0 KVA e. DISPOSAL ............................................................................0.0 KVA f. COMPACTOR..........................................................................0.0 KVA g. MICROWAVE...........................................................................1.2 KVA h. AIR CONDITIONING UNIT: 5.21 KVA@100%......................5.21 KVA TOTAL 18.71 KVA 18.71 KVA @240 V. -10=.....................................................................78 AMPS • UNIT #1 #8 CU. GROUND IN 2" CONDUIT. (TYPICAL) L. A. I Q i I I � - L #2/0 CU. GROUND IN 1 /2" CONDUIT FROM TWO 5/8" 0 8 FT LONG DRIVEN RODS AT LEAST 6 FT APART, UNDERGROUND METALLIC COLD WATER PIPE AND BUILDING FOOTING REINF. STEEL BARS (FIELD COORDINATE) ELECTRICAL RISER DIAGRAM N.T.S. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION OF PIERRE M_ VALLES, P.E. (FL #66356). PIERRE M. VALLES, HEREBY CERTIFIES THAT THESE DOCUMENTS COMPLY WITH ALL APPLICABALE SECTIONS OF THE FLORIDA BUILDING CODE 2020, 7TH EDITION \ f � 4 °C �, to a E PLANS SHALL REFERENCE COMPLIANCE WITH THE III 2020. 7TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL SECTION R301, DESIGN C TERIA & ASCE 7-16. DATE } Q Z 0 w 0 U K O 0 w z z Q� =J U UD oz wZ U O � U O Z 00 L w 0a w O o] U w �LL O o� zZ w <� <z co z wa �Q Dz U 00 a (n W U co LL] w ull L z w z w 2 w p O vi a(1) wLij nL w �w Zw z =z oZ �Q m �o w a ci o� a C w O 2 = F- O a z} Q� �Q �a a= O� U } Z Q� O z� 00 � w z C Cr U U) G W w = m ~ O cn F- w } >w c�_ w� w w }Q J 0 U O oZ w cc aw x wI co a n z� ow U z zQ w O a O 2x �o w LL • 00 IIIII 0��0 ,,..,,. I� I.... I .... • • 1 • LJL 0 cz lct � � ry Q � 06 W N0LU Cn Q J 0 O 0� Q CD 't L0 co LL W �'_' LL1 N O LL 0 Lu C(- Z Q � Lu T_ CQ C) V / Mom. 0o � O W W � � J �� m a- U/ > -0 V C0 > = C■ Lo cy) E co G Co _9_Z Cy) WM= -J W LL I..L ry HW M W �® E W 0- a- � L-) m DRAWN ELCO CHECKED DATE OCTOBER 5, 2021 SCALE NOTED los NO. SHLE1 E-2 OP I? EOT@ MECHANICAL GENERAL NOTES: IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. • INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. • THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES ETC. • ALL AIR CONDITIONING, HEATING WORK SHALL BE INSTALL PER THE 2020, 7TH EDITION FLORIDA BUILDING CODE, MECHANICAL CODE AND ALL LOCAL CODES HAVING JURISDICTION OVER THE PROJECT SITE AREA. • UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. • CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. • ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF BUT NOT LIMITED TO THE "2020 FLORIDA MECHANICAL BUILDING CODE". • DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. • ALL WALL MOUNTED THERMOSTATS AND/OR TEMPERATURE SENSORS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE IN THE FIELD. • COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES, SPEAKERS AND FIRE SPRINKLER HEADS (WHERE APPLICABLE). • PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE AIR HANDLING UNIT. CONDENSATE PIPING TO BE TYPE "L" COPPER. INSULATE ALL CONDENSATE LINES ABOVE FINISHED GRADE WITH 1/2" THICK AMAFLEX INSULATION. • VERIFY VOLTAGE WITH ELECTRICAL BEFORE ORDERING EQUIPMENT. • CONTRACTOR SHALL PROVIDE A COPY OF THE TEST AND BALANCE REPORT AT THE FINAL INSPECTION. THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO THE FINAL INSPECTION. THE CONTRACTOR MUST ALSO PROVIDE ALL REPORTS REQUIRED BY THE SPECIFICATION. • FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 8'-0". INSULATE RIGID ROUND DUCTS WITH 1-1/2" FOIL FACED FIBERGLASS DUCT WRAP, DUCT WRAP TO HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. • ALL EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEETMETAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. • FLEXIBLE DUCTS: EITHER SPIRAL ROUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING, OR CORRUGATED ALUMINUM; COMPLY WITH UL 181. PROVIDE 1-1/2" THICK CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. FLEX TO HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. • DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH 2020 FLORIDA MECHANICAL BUILDING CODE. PROVIDE MINIMUM 1-1/2" WIDE 22 GA. STRAPS, 10 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER UP TO 30" AND ALL ROUND FLEX DUCT. PROVIDE 1" WIDE 22 GA. STRAPS, 5 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER FROM 31" TO 72" AND 1" WIDE 20 GA. STRAPS, 5 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER UP TO 96". • AIR HANDLING UNITS OUTSIDE AIR INTAKES SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST WALL CAPS. PROVIDE ALL AIR HANDLING UNITS WITH MANUFACTURER'S RECOMMENDED SERVICE AREA • CLEARANCES. • ALL MECHANICAL EQUIPMENT CONTROL WIRING TO BE ROUTED IN CONDUIT. GUARANTEE, FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, • MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECT. • PROVIDE MANUAL DAMPERS IN ALL OUTSIDE AIR DUCTS. ® IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO INSTALL THE HEATING, VENTILATION AND AIR CONDITIONING SYSTEM SO AS TO INSURE QUIET OPERATION. NO VIBRATION OR SOUND SHALL BE TRANSMITTED TO THE BUILDING, STRUCTURE OR OCCUPIED AREAS. THE DECISION OF THE ENGINEER AS TO THE QUIETNESS OF THE SYSTEM AND EQUIPMENT SHALL BE FINAL. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO CORRECT OR REPLACE ANY NOISY SYSTEM OR EQUIPMENT AS REQUIRED. NOTE: FLORIDA MECHANICAL CODE 7TH EDITION (2020) IS THE CODE OF REFERENCE FOR THIS PROJECT. AR HANDLER LINT CASING L.OATED TRAP FOR EASY ACCESS WEN CLEAT" s STERLIZW NPT PPE CAPS FOR STERLEMMON TREATMENT PVC FROM AR HANDLER TO DRAM CONNEC110. i -I. L STATIC PARE v H1 Ha i.5 w 4.o N 2-5IN5.0N co 9M X)RA= IV" DszAsl SCALE: NONE 1 CONCE.NSM URT 2 COMPRESSOR ACCESS PANEL 3 EVCI-SIaTEO REFRIGERAM VALVE 4 REFRIGERANT SUCTION LIE W/ISULATION 5 SIGHT GLASS WITH MOWURE IOI ATOR 8 REFRIGERANT L10UL0 LIE I CONOUT - POWER NA CONTROL 8 REFRIGERANT GUM I CONDENSER COIL 10 COIL GUARD 11 FAN GUARD 12 CONCRETE PAD 4" THI7C 13 3/4" W t 18 GA ANGLES - $70 7APCOMS` INTO CONC. h112 SA. SCREWS INTO COND. UNIT CASE MWAL 4 PLACES) A/C HEAP PUMP UNIT ANCHORED TO A 4" THK REINF. CONC. PAD ON GRADE WITH 4-1/4"0 EXPANSION BOLTS & VIBRATION ISOLATION PADS (SEE DEALS & FIELD COORDINATE EXACT LOCATION) _._.... 45 CFM O.A. im� k 15 45 CFM O.A. MIN. 1 Q'-O" FROM EXHAUST WALL CAPS -ter MIN. 10'-0" FROM 45 CFM O.A. MIN. 10'-0" FROM .rt---EXHAUST WALL CAPS--�--THE PROPERTY LIN '. . . . ...... ..,UNIT #3 1 ASHRAE 62-2013 COMPLIANCE SCHEDULE AREA PERSON C.F.M.OA TOTAL OA REQUIRED TOTAL OA PROVIDED UNIT 1 AHU-1 3 TOTAL 15 EACH 45 CFM 45 CFM PLUS 816 SQ. FT.X 8'-0" =6,528 CU. FT. X 0.35 A.C.H. = 2,285 /60 = 38 CFM UNIT 2 AHU-2 3 TOTAL 15 EACH 45 CFM 45 CFM PLUS 590 SQ. FT.X 8'-0" =4,720 CU. FT. X 0.35 A.C.H. = 1,652/60 = 28 CFM UNIT 3 AHU-3 3 TOTAL 15 EACH 45 CFM 45 CFM PLUS 854 SQ. FT.X 8'-0" =6,832 CU. FT. X 0.35 A.C.H. = 2,391 /60 = 40 CFM AIR HANDLING UNIT 1,2 & 3 SCHEDULE MARK MANUFACTURER MODEL NO. SUPPLY OUTSIDE INDOOR FAN HEAT (K.W.) ELECTRICAL H.P. F.L.A. CFM AIR CFM @240 V. SERVICES AHU-1 GOODMAN ARUF25B14AC 800 45 1/3 1.75 10 240V.-10 AHU-2 GOODMAN ARUF29B14AC 600 45 1/3 1.75 10 240V.-10 AHU-3 GOODMAN ARUF251314AC 800 45 1/3 1.75 10 240V.-10 CONDENSING UNIT 17 2 & 3 SCHEDULE MARK MANUFACTURER MODEL NO. TONS COMPRESSOR ELECTRICAL SERVICES FUSE SIZE S.E.E.R. N2 R.L.A. H.P. F.L.A. HP-1 GOODMAN GSX140241LE 2 1 7.7 1/8 0.7 240V.-10 15A. 14.0 HP-2 GOODMAN GSX140181MA 11/2 1 6.0 1/8 0.65 240V.-10 15A. 14.0 HP-3 GOODMAN GSX140241LE 2 1 7.7 1/8 0.7 240V.-10 15A. 14.0 FAN SCHEDULE (UNIT 1, 2 &3) MARK MANUFACTURER MODEL NO. TYPE CFM S.P. H.P. ELECTRICAL DATA AMPS VOLTS PHASE EF-1 BROAN S1000 CEILING 110 0.10" 1/20 1.3 120 1 EXHAUST EF-2 BROAN S110U CEILING 110 0.10" 1/20 1.3 120 1 EXHAUST EF-3 BROAN S110U CEILING 110 0.10" 1/20 1.3 120 1 EXHAUST IMrE�C EANIrCAL LECREND FLEXIBLE DUCT w/DAMPER z SUPPLY D! FUSER �R.- _OUVER DOOR RETURN AIR CVO THERMOSTAT NEW SHEET METAL DUCTWORK & SIZE SUPPLY AIR DUCT OR OUTSIDE AIR INTAKE RETURN AIR DUCT OR EXHAUST AIR DUC- DUCT TRANSITION TRANSITION, RECTANGULAR TO ROUND TURNINC VANES - FIXED DAMPER (FD,MD,BDD) MD MD DUCT SPLIT T r VARIOUS SIZE SUPPLY DIFFUSERS --{�- UNDERCUT DOOR 3/4" (MINIMUM) RTU ROOF TOP UNIT L.OATED TRAP FOR EASY ACCESS %HEN CLEANING h STERLIZING PIPE CMS FOR �NPT STERLIZATIO N TREATMENT AIR HANDLER UNIT CASING CDRAIN PVC FROM AIR HANDLER TO CONNECTION. L STATIC PRESSURE 'L• 0.5 IN 10 IN H 19 19 Iq 1.5 IN 4.0 IN 2.5 IN 5.0 IN CONS I -NI 'l iDftAleN ZILTI FF DE IIA\ZL SCALE: NONE EXISTING SUPPLY DUCT INSULATED ROUND SPIN -IN FITTING FLEXIBLE DUCT WITH DAMPER (MAX. 8'-D" LONG) SIZE TO MATCH DIFFUSER NECK. ROUND METAL DUCT INSULATION (EXTERNALLY INSULATED) u A ll CEILING DIFFUSER CEILING & Flo-tw CEILING DIFFUSER RUNOUT DETAIL i_ *,* CFMNO SCALE CONTRACTOR TO PROVIDE SUPPORT FRAMING CAULK TOP 4 u AND SIDES 5 CEILING WALL JACK WITH " 5uBACKDRAFT DAMPER AND BIRDSCREEN it IL 6 EXHAUST FAN 7 iL20IEUX''R � ��Tl FAA � �J, � `_l'� � L L J�'A C�I�� D�E-'� J� � IrL zju5 6 2 9 10" 30V 3 4 5 1111 7 12" uv 14" #7v 4 0% 1 THESE CONSTRUCTION DOCUMENTS HAVE BEEN EXHAUST FAN DETAIL PREPARED UNDER THE DIRECT SUPERVISION OF PIERRE M. VALLES, P.E. (FL #66356). PIERRE M. N.T.S. VALLES, HEREBY CERTIHI STHAT,,THESE lu5%j DOCUMENTS COMPLY, W@TH 3ALL AP4RLJCABAL E U1 FLASHING O7 VOLUME DAMPER SECTIONS OF THE FLORIDA"S'UILbING CODE 2020, 2� ROOFING ®FLEX DUCT CONNECTION 7TH EDITION_ -. . n Q3 ROOF DECK @9 EXHAUST FAN PLANS SHALL REFERENCE COMPLIANCE WITH THE 2020, 7TH EDITION FLORIDP;BUILDING;CODE, ® G.C. TO PROVIDE SUPPORT ,0 CEILING RESIDENTIALSECTION R301 DESIGN ,�-, T RIA & FRAMING 2%j I L 8 `76 5 O ROOF JACK ASCE 7 16 _ © BIRD SCREEN DATE Z 0 Z w �m ❑o WW J= a� U z O �O Y) 00 W H U p Z Z W 0 ❑ U W U ❑ a aco >0 =Z J w J a _❑ �J � J W o Z � U m om ❑U) W Z co O wa zn F W z� O w co m Zo 0z a ZL W _ �w o> z J Luco J �a _ 0 C) U a rr 0 U Z a _Z w 0 U 0 0 A zZ U U) 0z w z 00 � U ❑ Z 00 Ir co ❑w w❑ Ir m C) ow �w .o oI z I w Ir co az c° Z ❑ wZ �a �z U O 0_ ❑n wU) co � wa� =w F- a coz �W WI- 2i Ir U O U ❑ cn wm co a w = w �w z= U)(D =z 0z rQ m �O w 0cr ocr a� C_ U wp 0 o�❑ r az� ~a = a r� 0� aQ J O z❑ Ow �z O Co U co � co Q W w H m U O W ~ � W W = co ww >a co co wof aW X> W w 00 z� Z O Li W UZ za 0� cocr 00 0� O_ J O w LL L7�lJ LI 1 11111 III 1 1111 ■_ ❑� �IIi� • I I u[= 0■ �Ili� Lu .l,..11 �..�. 1=1 • .... 111 • • 1 • 1, LLJ ry ��.,, CQ G 06 x _j�_�, N Q Q 0 Nt L0 LL a ®, LU N O LL W a. L-Li v / Q W C) Lo r oo v) o W N Z O U) > ­0 CN e M f cy) t`J\�0 ���y�) ) = W It : -1 LL LLW W E Wo DRAWN ELCO CHECKED DATE OCTOBER 5, 2021 SCALE NOTED JOB NO. SHEET M-1 OF 13 LOT# NAIL WALL SHEATHING WITH 8 NAILS 0 3" O.C. ALONG TOP & BOTTOM EDGES AND HORIZONTAL JOINTS. 6" O.C. ALONG VERTICAL JOINTS & EDGES. AND 12" ALONG INTERMEDIATE STUDS. EXISTING CONIC. LINTEL 2x8 P.T. TOP PLATE FASTENED TO CONCRETE LINTEL W/3/8PDIAx4!'LONG STEEL BOLT EXPOSED INTO LINTEL AT 32' O.C. MAX. 5/8" F.R. WALL BOARD TYPE 'X" EACH SIDE ON 2X8 WOOD FRAMING ® 16 O.C. EXISTING 8" CMU- EXISTING CONC. TOP --1/2' GYP. WALL BOARD _,—R-21 BATT INSULATION ,,--2x8 P.T. BOTTOM PLATE FASTENED TO CONCRETE LINTEL W/3/8" DIAx4" LONG STEEL BOLT EXPOSED INTO LINTEL AT 32' O.C. MAX. -EXISTING PRECAST SILL INFILL OPENING DETAIL N.T.S. -�_l2-2X— TOP PLATE N SIMPSON "SP2" AT EA. STUD ;-ATTACH EXT. SHEATHING TO STUDS/PLATES PER BILK. STRUCTURAL NOTES KING STUD & JACK AT EXT. FRAME WALL TO BLOCK WALL, STUD (TYPICAL) PROVIDE 2x P.T. W/ 1 /2" EXP. BOLT 24" O.C. VERT. (2 3/4" EMBED.) W/ 2" SQ. WASHERS PROVIDE 2 3/4" EDGE DISTANCE FOR BOLTS SIMPSON "SP1" AT EA. STUD OF LAB NOTE: DETAIL APPLICABLE TP ALL EXTERIOR 8" FRAME WALLS ONLY UNLESS OTHERWISE FRAME WALL TO NOTED ON FLOOR PLAN BLOCK WALL CONNECTION N.T.S. 1 LAYER F.R. GYP. BOARD ATTACHEDi1 LAYER F.R. GYP. BOARD ATTACHED TO UNDERSIDE OF ROOF DECK MIN.ITO UNDERSIDE OF ROOF DECK MIN. 4 FEET EA. SIDE OF WALL!4 FEET EA. SIDE OF WALL --EXISTING ROOF SYSTEM IN.4— i IN.4' i MIN. 4 FEET ' F.R. I I -PLYWOOD DECKING GYP BOARD EA SIDE II I I II „ I , F.R. GYP. BOARD 20 W/SIMPSON STRONG LUS24' NOTE: EXTENT UL SYSTEM INTO SOFFIT OR EQ. 0 EA. STUD (TYP. AREA, INSTALL �' F.R. GYP. 48" EA. SIDE OF WALL AT SOFFIT R-38 INSUL.ATTO BOTTOM 2X4 W/SIMPSON STRON /8" GYP. BOARD CLG LUS24 OR EQ. 0 EA. STUD (TYP.) DOUBLE 2X6 CONT. TOP PLATE W/SIMPSON SP2 OR EQ. 5/8" F.R. WALL BOARD TYPE-",, "X" EACH SIDE ON 2X6 WOODj_--R-19 BATT INSULATION FRAMING ® 16 O.C. 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE LINTEL W/3/8" DIAx4" LONG STEEL BOLT EXPOSED XISTING CONC. SLAB INTO LINTEL AT 32' O.C. MAX. IIII-J LOAD BEARING INTERIOR WALL A (1-HOUR FIRE -RATED) S-1 N.T.S. 2X_TOP CRIPPLES 4,16" O.0 WWWN_I x-zN, TOP EXTERIOREXTERIOR 0w FRAMWa Ilalr►- FRA11wS • N • DETAIL CONNECTIONDETAIL 1 LAYER F.R. GYP. BOARD ATTACHEDi1 LAYER F.R. GYP. BOARD ATTACHED TO UNDERSIDE OF ROOF DECK MIN.ITO UNDERSIDE OF ROOF DECK MIN. 4 FEET EA. SIDE OF WALL, 4 FEET EA. SIDE OF WALL XISTING ROOF SYSTEM IN.4 i INA i ' , MIN. 4 FEET J" F.R. „ , � , � LYWOOD DECKING GYP BOARD EA. SIDE II I I II I I I F.R. GYP. I I NOTE: EXTENT UL SYSTEM INTO SOFFIT 2X4 W/SIMPSON STRONG LUS2411 I I BOARD II AREA, INSTALL �' F.R. GYP. 48" EA. SIDE OR EQ. 0 EA. STUD (TYP.) OF WALL AT SOFFIT I R-38 INSUL.ATIO /8" GYP. BOARD CLG BOTTOM 2X4 W/SIMPSON STRON LUS24 OR EQ, 0 EA. STUD (TYP.) /mI 2x8 P.T. TOP PLATE FASTENED TO EXISTING BOND BEAM W/3/8" DIAx4" LONG STEEL BOLT EXPOSED INTO LINTEL AT 4' O.C. MAX. STING 8" CMU 5/8" F.R. WALL BOARD TYPE "X" EACH SIDE /-EXISTING CONC. SLAB d LOAD BEARING INTERIOR WALL B (1-HOUR FIRE -RATED) S-1 N.T.S. WAIIug120111l1 EXISTING PRECAST LINTEL — 2x8 P.T. TOP PLATE FASTENED TO CONCRETE LINTEL W/3/8" DIAx4" LONG STEEL BOLT EXPOSED INTO LINTEL AT 4' O.C. MAX. 3 COATS OF STUCCO FINISH-E WITH TOTAL J" THK APPLIED OVER CORROSION —RESISTANT METAL LATH ONE LAYER OF NO #15 ASPHALT FELT---' OVER WATER RESISTIVE BARRIER APPLIED OVER J" PLYWOOD SHEATHING WATER RESISTIVE BARRIER OVER — CORROSION RESISTANT FLASHING CONT. CORROSION RESISTANT WEEP SCREED AT BASE OF STUCCO FINISH R-38 INSULATION 1/2" GYP. CEILING BD. INTERIOR PARTITIONS: WOOD STUD (LOAD —BEARING) FIRE RATING: 1—HOUR STC: N/A UL DESIGN NO: U305 SYSTEM THICKNESS:VARIES UL U305 WALL TYPE __ _ 1-HOUR CONFIGURATION 920553 _ LOAD -BEARING - WOODSTUDS INTERIOR PARTITION STC=33 TEST: RAL-TL11-172 16 in 16 t w I406 mm] - 1406 mm]06_ I4mm] .. . Q� SIMPSON SP1 ANCHOR TO TIE STUDS TO TOP PLATE ` 2X4 TOP PLATE —1/2' DRYWALL (TYP.) —2X8 STUDS ® 16" O.C. W/R-21 BATT INSULATION 2"x4" WOOD STUDS @ 16" ON CENTER 1/2' DRYWALL BOTH SIDES. FINISH AS PER OWNER PROVIDE DURA ROCK GYP. AT ALL WET " DIA.X4" LONG STEEL BOLT LOCATIONS & 216" P.T. AT PLUMBING -EXPOSED CONC. SLAB AT WALL FILL WITH R-19 BATT INSULATION 48" O.C. MAXIMUM SIMPSON SP1 ANCHOR TO TIE STUDS TO 2x8 BOTTOM PLAT —2X4P.T. FLOOR FRAMING EXISTING CONCRETE SLAB GRADE I'd DEXTERIOR WALL SECTION S-1 %N.T.S. —38 INSULATION /2" GYP. BOARD /2' DRYWALL (TYP.) STUDS 0 16' O.C. ASSEMBLY OPTIONS: UL U305 GYPSUM BOARD: 5/8 IN. THICK GYPSUM BOARD APPLIED VERTICALLY. RESILIENT CHANNEL: 25 GA. FURRING CHANNELS INSTALLED HORIZONTALLY SPACED 24 IN. O.C. WOOD STUDS: 2X_IN. WOOD STUDS SPACED MAX. 16 IN. O.C. INSULATION: MIN. 5-1/2 IN. THICK FIBERGLASS FRICTION FIT IN STUD SPACES. GYPSUM BOARD: 5/8 IN. THICK GYPSUM BOARD APPLIED VERTICALLY. 1 2X4 P.T. PLATE W/8d CUT NAILS USE 8d GUN NAILS 2" x .1 13" 0 MIN. SPACED FINISH FLOOR 6" 0/C. PLACE NAILS 3/8" MIN. FROM EDGES & 2" MIN FROM CORNERS. PROVIDES 200 plf OF SHEAR STRENGTH. INT. NON —LOAD BEARING WALL 1 /2" OSB SHEAR SPECIFICATIONS N.T.S. SCALE: NTS THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION OF PIERRE M. VALLES, P.E. (FL #66356), PIERRE M. VALLES, HEREBY CERTIF`1�S T�"Q177F;IESE DOCUMENTS COMRLY 1NI,TH ALLAP LICABALE SECTIONS OF THE FLOJ IDA-,­ ' CL°DVNp CODE 2020, 7TH EDITION. PLANS SHALL -REFERENCE COMPLIANCE WITH THE 2020, 7TH EDLTIOWFLORIDA BUILDING Cb., RESIDENTIAL=SECTION R301, D,ES1r,,N CRLT RIA & ASCE 7-16. x- DATE z 0 z w �m Do O wW J = Q U z � O WU) >z 00 w I- U 0 Z z W O O U W � W Z 0- Q 0-0 > O Q � =z J W J Q _ 0 U J � J ra Z 0 W O LL U m O m ❑ ro U) O wa _ co F w z0� Ow Um zo oz U)Q z> ww �Lu o> z J W J H Q co 0 O U z I- z 0 U } z Q z 0 w a 0 U K 0 O Lu U` b z z Q = J U :D O z W z 00 � U 0 z 00 CC U) aw ujo wo m J Ow ,- w 0 O O Z W Z C Z Z O W Z z U z O O _ O � _- co � wC� =w �a co z W� U , 0, 01 w co a w z= � 0 =z �Z of }M m cfo w U) a 00� c�E a_� 0� =) wO 0 o�0 Q� �Q �o o o> �Q zo OW 2iz 0O oco �U) �Q ww =m F O cnI— > �w> w= ww �Q J d' �O coz w cif W > w U O z� J Q c� z 0' 0 W O z zQ 2 g c� wo 0 O J O ww 1II'CN iii ou•,■ ��ill❑� • • ■o■ui 0 • ■■■■ • 1 I. • LL co 75 G L.L < ry Q 06O-j x W W QW 0 Q. � N Lo co u- L.L.. W N O ILL 0 LW/ 1■i_ r J W T— `' s (10 L / M�� F® co U) O W WNz 0 Z31 Ilia v / > —0 T- ■ M � (.0 C7 W It I..L �mLL L.L W M W �� Cl E W � � DRAWN ELCO CHECKED DATE OCTOBER 5, 2021 SCALE NOTED JOB NO. SHEET S-1 OF 13 LOT#