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HomeMy WebLinkAboutBuilding PlansR EAVE RAIN GUTTERS (TYPICAL) -------------------- DETACHED GARAGE \ 4" CORRAGATED PLASTIC DRAIN PIPE (UNDERGROUND) O RECEIVE WATER FROM DOWNSPO S I W1 - - - - - EAVE RAGUTTERS _ _ _ a 4" CORAG ITED PLASTIC (TYPICAL) i I DRAIN PIPE (UNDERGROUND) x W r RECEIV WATER FROM DOWNSPOUTS r 1 I i I I I 1 I DISC... i2GE I ., I I s L J 1 ,a 1 O O I ` %<—DISCHARGE ( � INTO RETENTION I < TI N A u —TER$ r .r r.':r �_-. v —E RAIN GUT' ,, .+. w C 1 �if < - --TflETFI 4 a v 21 Si T- ` I Scale: 1/8 "=1'-0" ZN DRAINAGE DESIGN CRITERIA SITE DATA: w _y i / qt p29V� C o a r1�2S5 bn Og 1 o a a= a ."VIEWED FOR c CODE COMPLIAN S W 0 ENCLOSED SPACES: ST. LU LL 4) TOTAL SITE COVERAGE: (impervious surface) 7,103 sq.ft. CONDITIONED LIVING: 2,387 sq.ft. CIE COUNT ,� BOCC 05 FIRST 3000 SQ. FT. NOT INCLUDED IN DESIGN 3,000 sq.ft. GARAGE: (accessory structure) 960 sq.ft. co DRAINAGE DESIGN REQUIRED: 4,103 sq.ft. TOTAL ENCLOSED AREA: 3,347 sq.ft. PPOJFCT P�516N PATA, O 0 x EQUIPMENT PADS: 20 sq.ft. FIRST INCH OF RAIN TO BE RETAINED: 4,103 sq.ft.x 144 = 590,832 cu.m. of water COVERED PORCHES: 412 sq.ft. BUILDING; CODE: 6th Edition(2017) FBC Residential q OCCUPANCONSTRUE TYPE: Residential CONVERTING TO CU.FT. 590,832 / 1728 — 342 cu.ft. C 'IION TYPE: TYPE IV ON SITE RETENTION PROPOSED 348 CUTT. a, BASIC DI SPEED: I60 MPH WIND IMPORTANCE FACTOR: 1.00 DRIVE AND WALKS: 3,324 sq.ft. WIND EXPOSURE CATAGORY: C TOTAL SITE COVERAGE: (impervious surface) 7I03 sq.ft. INTERNAL, PRESSURE COEFFICIENT: +/- 0.18 MEAN ROOF HT.: 1418" ROOF SLOPE: 6/12 rm-2017 M r M _ b'' #: N �I aOa G�4 U ru- Q Z, W O C O I w Coe) G f; &�, l--H `J C0A t- SCALE: 1/8"=1'-0" SHEET DATE .0 4/30/20 mlg o ---------------`------- ❑ I I I I ❑ 20" WIDE X 20" DEEP. ( CONC. FOOTING 16' 16"X10' DEEP W/ 3#5 BARS CONT. I I C W/ C. FOOTING 2#5 BARS EA.WAY ❑ I I I I ❑ I I o I I I E ❑ - I 16' 16"X10" DEEP CC KC. FOOTING 4" FIBERMESH CONC: SLAB I w/ 2#5 BARS EA:wAY ON VAPOR BARRIER OVER E I CLEAN CoMPATED SAND FILL TERMITE TREAT PER FBCR 318 I o FILLED CELL W/ ■ I #5 BAR .VERT.(TYPICAL) I I I ❑ © L❑� ❑ I I I ❑ I I I N ❑ I I I I ❑ I� I 16' 16"X10" DEEP CC NC. FOOTING I I W/ 2#5 BARS EA.WAY 20" WIDE X 20" DEEP.4- ❑ CONC. FOOTING I W/ 3#5 BARS CONT. ❑ v L-------------------------------------J a ❑ ❑ ❑ ❑ ❑ ❑ ,Y-0-' 12'-0" L 2'_0" 32'-0" 12'-0" g, .s scale: 1/4"=V-0 �1----- —------------�� I ❑ ❑ ❑ ❑ ❑ ❑ I I --- --- — --- ---� II I I 1 I I I I I I 24" WIDE X 12" DEEP v ! '<r ❑ I CONC. FOOTING : ❑ W/ 3#5 BARS CoNT. X II T I I I I I I I I 8t El ❑ { ❑ I ❑ I I I ❑ I I L—J L—J _J I I I 1 20" SQUAREX 12" DEEP `^ `n CONC. FOOTING ■ I I ❑ W/ 3#5 BARS EA. WAY I, 4" FIBERMESH CON SLAB o I ON VAPOR BARRIE OVER — CLEAN COMPA E6 SAND FILL 1 II ❑ ❑ ❑ 7 ❑ I '1 I ❑ I TERMITE TREA PER FBCR 318 1 I I I I II I I I !, I 24" WIDE X 12" DEEP CONC. FOOTING. W/ 3#5 BARS CONT. ❑ 1 CV FILLED CELL W/ I I. ❑ I L—--------------------- ---I ❑ I #sBARVERT.(TYPICAL).. ❑ I I I I I I I I 24" WIDE X 12" DEEPI I I I I ❑ I I CONC. FOOTING li I I I ❑ I I W/ 3#5 BARS CONT. I I I I 1 I I I I I 1 I I I I I II I I I I I 1 I I I ( I❑ I I i ❑ I I I I I I I I I A- B $ ❑ I I ❑ I I I II I I I I I I I 1 IL f I I 13'_5" I I 23'-10" I 16'-9" I I I I w o I I I Qom I I I Qzu I I l u� I I I I 1 I a I I 4" FIBERMES14 CONC. SLAB A I I I w m( I ON VAPOR BARRIER OVER w z� I I ❑ I I CLEAN COMPATED SAND FILL - 4 I I ❑ I o( I I TERMITE TREAT PER FBCR 318 N I I I N I I I I I I I I 1 I I I I 1 I ❑ I I I - I ❑ 1 I I I I I I I I I I I ( FILLED CELL W I I I #5 BAR VERT. (TYPICAL) I I I I I I I I I I I I L❑ I 1 I I I 4" FIBERMESH CONC. SLAB CO ON VAPOR BARRIER OVER I WIDE X 12" DEEP I ( I CONC. FOOTING o CLEAN COMPATED SAND FILL — v I I ❑ i I�-- _---- — —� �I TERMITE TREAT PER FBCR 318 I I W/ 3#5 BARS ONT' I I 1❑ ❑ ❑ ❑ ❑ ❑ ❑❑ I i❑ I r I I 3.10' 7'-6" �,-6„ 3,-10, I I I I I I I I I I 24" m o WIDE X 12" DEEP CONC. FOOTING I ❑ 1 ❑ W/ 3#5 BARS CONT. f 1.41 I L-------------J `l r--I r--I C� I 24"WIDEX 12" DEEP C. FOOTING I- ❑ h °�.L ❑❑I. 1113 -..I I ❑ L---- -- 'W/N#5BARS CONT. ❑ —J L — IJ IJ IJ LI — ❑ 9 6,-4,� �,� �� 8 6'-4 8' ❑ ❑ — O — — O ❑ ------- — ------ 54, 0„ 20" SQUARE X 12" DEEP !, CONC. FOOTING W/ 3#5 BARS EA. WAY fouii an scale: 1/4"=V-011 SAND FILL COMPACTION: COMPACTION TO 95%n MAXIMUM T)FNSTTY Leff]► ,RETE SPECIFICATION: DE MIN. 3000 PSI CONCRETE FOR ALL BEAMS DE MIN. 2500 PSI CONCRETE FOR ALL SLABS, FILLED CELLS AND COLUMNS. BEARING CAPACITY REQUIRED: N IS BASED ON 1500 PSF SOIL SEARING FILE 'E COPY • r Q 0 U W 0 W 4l I H1 W T u�u T^ r 1 =o _Q Nt c' r � Q Ow O SHEET DATE 1 • 5 m19 2X6 PT BUCK 2X BUCKS / NAILERS SHALL BE FASTENED C MASONRY W/ 3/16 X 3" TAPCONS IN 5/32" DIA. PILOT HOLE @4" FROM CORNERS AND 16 Q.C. (MAX) FIELD. WINDOW/D 1/2" GYPSUM BOARD 3/4" FURRING 16" OC PT 2X BUCK WOOD FIN. JAMB ` - UCI� ICY TAIL WINDOW OD STOOL RT BOARD FURRING 16" OC GYPSUM BOARD SONRY WALL WINDOW .. _ -.. STUCCO FINISH ON CONC. BLOCK head detail jamb detail sill detail window details DOORS SIMILAR scale: 1-1/2"=1'-0" NOTE: PROVIDE PROTECO CMYIOO(OR EQUAL) LIQUID APPLIED WATERPROOFING ON MASONRY IOR O BUCK, W/ SECOND APPLICATION OVER'.BUCK. PER FBC R7 3.4(2017) 32'_0„ 17 STUCCO SILL PT 2X BUCK WOOD FIN. JAMB WINDOW ■ o Q ❑ 7 N ❑ ALUMINUM P ERGOLA MFG. TO PRO IDEISHOP R DWGS. El,:.. -.,. ❑ 00 b d' ICI 1 � ° w0 ❑ o d ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ 12'-0„ a L-1.1aragy scale: 1 4„=1'-0" 960 sq, ft. interior floor area 2X6 T:BI W/ 1/2'O J 1 WAS R, 2 AT 12' ABC O 0 , 5N-0" 13'4" 23,_4„ I . 17:4" CK TO JAMB LTS W/ 2" 8" 16,_0" 8., HOOK 5" EMBED E SLAB & 24" OC. I 6'-9" 8:, 7_2" 8" � 6,_9" $„ BEDROOM 1 Ell ❑ ❑ ❑ 7:_O„ 7-0" ■ ❑ F 10. REAR PORCH ❑ ❑ El ❑ 9'-101, 9'-6" 3'-4' ❑ CLOSET 1 or ��, :, 3'-7" IT-1" : ^ �J BEDROOM 3 ❑ ° ° - ❑ ❑ o ❑ „ --= _. - -- 9 iv 8 12:_7:: 4'-6d. 8'-8"- ❑ s�' r7 w PANTRY N 8 N o N o ❑ 43 O H ❑ attic oI o access F4 3,_6,: 6:_8„ I ❑ 3,_6:,. 4'-6' T7 DINIl V G O7 R r 1--i - eO a BATH ❑ 8, 4:_7i, O o JT1 6 0 N N o 17 k N N 5 O _ N f V .ti 134�40 II :_9" T I TNDR o M 4 m= ❑ .`. 40 gal. water h _ ' LIVING ROOM 7'_0" ,_9, o cLosETo CLOSET N ce 8„ 21 23:_6,: O ❑ 2 cn BEE ROOM 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ it O N BEDROOM 2 N ❑ FRONT PORCH i ❑ w ❑ ❑ ❑ III ❑ ❑ ❑ -- -- - ❑ ❑ B 7,_0,: 7,_0„ 8„ 6:_4" 8" 7,-4:, $„ ', 6,_4:, 8„ 8,_8:, 81,_$,. 14'-0" 22,_8:, 17:4„ 54'-0" JLjL""JL Flail scale: 1/4 vv�lf-fff 2,387 sq. ft. conditioned space DR# TYPE CERT 23,870 i.I-I.ft. conditioned .Space A SHWINCO SERIES 9000 SINGLE HUS B 'SHWINCO SERIES 9000 SINGLE HUB C 'SHWINCO SERIES 9000 DIRECT SET DOOR SCHEDULE D SHWINCO SERIES 9000 SINGLE M WINDOW SCHEDULE AND APPROVALS SIZE MALT._ GLASS u factor S14GC DESIGN PRESS POSITIVE NEOA FL# 8153.4 36 X 72 ALUM. IMPACT 1.16 0.5- 26.9 PSF -29.2 FL# 8153.4 36 X 60 ALUM. IMPACT 1:10 O.5 25.2 PSF -27.6 FL# 14509.1 36 X 28 ALUM. IMPACT 1.10 0.5 27.6 PSF 30.0 FL# 8153.4 2-36 X 60 ALUM. ACT 1.10 0.5 26.8 PSF 29.1 - E SHWINCO SERIES 9000 HORIZONTAL SLIDERSLIDER1 FL# 16477.1 48 X 52 ALUM. A4PACT 1.10 0.5 26.8 PSF -29.1 GLASS COMP. PRESS F 'SHWNCO SERIES 9000 SINGLE HUNG FL# 8153.4 36 X 60 ALUM. IMPACT 1.10 0.5 26.8 PSF -29.1 DR # SIZE MAT'L. TYPE THRSHLD REMARKS u-factor SHGC. POSITIVE NEOA P✓E 1 PR-3'-0 X8'O"Xl-3/4" ALUM IMPACT 1.10 0.5 HINGED IMETAL SINGLE LITE 25.4 PSF =27.7 SF FL#15227.5-68 2 PR 2'6A8'0' X1 3 4" MDF NONE *,, --- _..__m 3 28' X S O X 1 3/8 MDF NONE 4 2'8" X S O X 13/8 MDF NONE 5 1'6" X 80 X 1-38" MDF NONE 6 2'8" X 8-0" X 1-3/8" MDF NONE 7 '3'0" X 8'0" CO. NONE 8 2'8" X 8' 0" X 1-3/4" MDF NONE 9 2'8" X 80' CO. NONE 10 2'8"X80' CO. NONE 11 PR-3'-O'X8'O"XI-3/4" ALUM IMPACT 1.10 12 NOT USED 13 PR-2'6"X8'O"X1-3B" MDF NONE 14 2'8" X 8 0 X 1-3/8" MDF NONE 15 16 31" X 8 0 X 1-3/8" - STOMCASEWORI MDF 1 NONE - 17 Tail X 810" CO I MDF INONE 18 21" X 8'-0" X 1-3/T' 1 MDF I NONE PIVOT Ly V1yG NONE. BIPASS NONE HINGED NONE 0.5 HINGED NONE SINGLE LIFE 25.4 PSF .27.7 PSF FL#15227.5-68 HINGED NONE BIPASS NONE HINGED NONE I HINGED [NONE •40,6 PSF NOA#17-10267.17 40.6PSF NOA#17-10267.17 ROOFING APPROVALS INTEGRITY METALS METAL ROOFING:. FL#27150 OWENS CORNING TITANIUM UNDERLAYMENT: FL#11602-R7 0? N FILE (- METAL. ROOF G O PEEL .. METAL ROOFING ON PEEL AND STICK UNDE- Y NT O STICK UNDERLAYMENT OVER 5/8" CDX PL . S A 5/8" CDX PLYWD. SHEATHING. i I it L Ll :STUCCO FINISH ON CONCRETE BLOCK STUCCO FINISH ONE - --- CONCRETE BLOCK �^� .vim I .. .F_- "' " scale: east �$ r. kJ11 scale: 1/4"=1`-0'' - METAL ROOFING ON PEEL AND STICK UNDERLAYMENT OVER _ 5/8" CDX PLYWD. SHEATHING - AND VER THING ■ STUCCO FINISH ON CONCRETEBLOCK 2-COUx E BEAM BLOCK - W/ 1-#5 ACH C VE FRAMING 24" OC - C T Fi20M 2X6 (s e dedail Uelow) 2-16d ails to truss _ 1/2" DRYWALL ON _ 5/4" DRIP FASCIA PT 2416 NAILS EA. TRUSS LING 16" OC ' CORE- 500 FOAM INSULAION FELL IN CELLS 1 2" CDX PLYWOOD BACKING 8D NAILS 4" OC o 314"STUCCO FINISH ON MTL. -- LATH OVER FELT - 2- 16D NABS (toe nailed) #5BAR VERTICAL ' IN FILLED CELL 48" OC AND EA. SIDE OF EA. OPNG. 8" COP C. BLOCK WALL W/ D -O-WAL EA. 'Vy - THIRL'COURSE 4" FIB MESH CONC. ' SLAB cove framing softu ll STUCCO FINISH ON STUCCO FINISH ON CONCRETE BLOCK CONCRETE BLOCK nor-th el ration scale: 1/4"=1'-0" o t �1�1.'-..� .¢ 3 SCALE: 3/4"=l'-O" FILE CLIP' �y Cn M 4 a M N � CIA o 7 ,T U m o U C)qp O x � U Q W � � � W O on O � Q O w w U w d V-1 p.. O -i W �W] U COD V) 00 0-4 �wi w W o � SHEET .DATE 3.0 1 4/30/20 MI9 MFG. T DWGS. lea "s -'% "` _ - scale: 1/4"=1'-0" 4' WIDE X 8" GH STUCCO FIM SIT OPENING S t I yi I- 2- 7 OURSE BEAM BLOCK 1-#5 EACH I 0 METAL ROOFING ON PEEL AND 8" BLOCK WALL 1 - STICK UNDERLAYMENT OVER W/ OUR-: EA 5/8" CDX PLYWD. SHEATHING THIRD COURSE THIl2D COURSE ' FIBER MESH CONC. AD, STUCCO. FINISH ON CONCRETE. BLOCK v r_ a ion scale: 1/4"=l'-0" METAL ROOFING ON PEEL AND STICK UNDERLAYMENT OVER N 5/8" CDX PLYWD. SHEATHING SIMPSON ATTACH STRIPS W/ 1/16" X 3 .I,_4. WOOD SCREWS 24" OC 2X6 LEDGER l l4" 3/8„X4".LAGS 24" OC 4„ 1,-4" L5/4 PTPERGOLA 2X6 PERGOLA FRAMING - 24" OC SIMPSON H2.5A .. '., 3-2X8 BEAM SIN1PSOj BC4 CAP 6X6 PT COL N SIMPSON A BU66 #5 BAR VERT. IN FILLED CELL 4 d ` o PERGOLA SECTION a o ca d STU CO FINISH ON COls CRETE BLOCK 4 M ❑ ❑ 101 101❑ 7-0" 4'-0„ 81-01. s'...®� - P P 1 P j Q� ALUMINUMPERGOLA ,' .4 , `/ `/ `/ MFG. TO PROVIDE SHOP -- __--— - DWGS: 7-0„ scale: 1/4"=l'-o" PARTIAL GAR' --GE FLOOR. scale: 1/4"=1'-0" Y_O" 12'_0" 12;_0„ El TRUSS STRAP 12 SEE FRAMING PLAN. 6 y 99 5/4 WOOD DRIP . EDGE 2X6 TOP TRUSS CHORD CUT DECORATIVE RADIUS 104 BOTTOM END 2- ZOURSE BEAM BLOCK VV(1-#5EACH 2X6 CLOSURE STRIP BETWEEN TRUSSES W/ 4" VENT 48" OC I ' I GARAG ,- at_L F L :n ry ON 3/4"=1' rm-2017 l � M N j M 45 o N t` Z t` d rD s O s V � •--� Cho � U -M.S6Y� FFFMO+_yll � O o I U W � d r W 1� V 1 '-.40 U ` A Wll M� O it W U - H W W W I SHEET f DATE • 1 4/30/20 mlg', FILE COPY � 3/8" threaded rod 32" oc - nut w/ 2"square washers on top plate 2-2x8 -2x crippl frE ne bi sting wall:- fran a bez ng all: 2x sm 16" ic db top late 2x4 turfs 6" c wit] dbl. op p to an pt s 1 pla and E sit )late i 3/8" threaded rod 32" oc ty poxy set into foundation slab (typical) wall right side scale'. 1/4"=1'-U- 3/8"threaded rod 32" oc nut w/.2"square washers on top plate 2-2x8 2-2x8 2x4 cripple fr 2x an e be stud pt sil 11 Ong 16" pla all: c wit db top ate 2x4 cripple ram x4 dj 11 uds t sill g o ate _ ' withbl. p pl ROOF SHEATHING NAILING SCHEDULE 5/8". CDX PLYWOOD SHEATHING TO BE NAILED: W/ 8D NAILS AT 6" OC'EDGES(ZONE 2&3) & 8" OC FMLD,. & 8" OC FIELD(ZONE 1). PRECAST LINTEL SCHEDULE: SPANS UP TO 5' 8F8-OB SPANS UP TO 8' 8F8-OR/lT 12F16282T GARAGE DOORS 81716-013/1T CONCRETE SPECIFICATION: PROVIDE MIN. 3000 PSI CONCRETE FOR ALL BEAMS PROVIDE MIN. 2500 PSI CONCRETE FOR ALL SLABS, FILLED CELLS AND COLUMNS. TRUSS DESIGN LOADS: LIVE LOAD: 20 PSF DEAD LOAD: 15 PSF WIND DESIGN: 160 MPH 1 U Oa �, � D U 0- U concrete beam'i \J �1'' TOR: IO YY 1 I I 4 1 1 F- N 3/8" threaded rod 32" oc � .: - 4"epox set into foundation slab LI N. N 0 Hearin wall left side (ryPca 3/8"nut over washer . T17 1 N O tighten snugglY "' _O N 12if 22 - 0 ^, Q p(' �I scale:.1/4"=1'-0�� 2" square washer on ? �` 1:.0 T18 d top of plate 2-2x4 top plt. 3/8 coupling nut r . _ .. .„ ,..- "°ioor _ _ V threat evenly into ca. end. 2x4 sill pit. .scale: 1/8"= I' -Ott 3/8" threaded rod epoxy 0 0 ,00 0 set into slab _ _ 0- A a4 � stud nail to gable truss a. 2 16d nails each web intersec tension rod detail , runs racing wall .; 0 O S i V A N nainruss members X�r' S bracu� ic . tru"!.1-i 2 -_-1 3 0 0 Q 0 m :s scale: 1/8 l'-0" uss COMPONENT & CLADDING DESIGN LOADS ROOF SLOPE <27D<45D IIT/EXP COEF, 1.56 ZONE TRIB.AREA ULTIMATE PRESSURE DESIGN PRESSURE 1 1 10 65.255 -71..455 42.1 -46.1 1 20 63.55 -67735 41 -43.7 1 50 xxx -62.93 39.4 -40.6 1 100 59.21 -59.21 38.2 -38.2 2 10 65.255 -83.545 42.1 -53.5 2 20 63.55 -79.825 41 -51.5 2 50 61.07 -75.02 39.4 -48.411 2 100 59.21 -71.455 38.2 -46,1 3 10 65.255 -83.545 42.1 -53.9' 3 20 63.55 -79.825 41 -51.5 3 50 61.07 -75.02 39.4 -48.8 3 100 59.21 -71.455 38.2 -46,1 II Q' I I 2-#5 bars top and bottom 0 0 < N e cast in lace ' 2370 AVALON AVE. VERO BEACH 6:12 PITCH, 2x4 T/C, 37# DESIGN, 8" NOMINAL BEARING @ ELEVATIONSDENOTED @ PLACEMENT PLAN &/or TRUSS DRAWINGS WITH ALL BEAMS, HEADERS, LEDGERS AND MISC. FRAMING BY BU DER. FLORIDA BUILDING CODE 6th EDITION (2017), UPLIFT VALUES PER ENGINE RING BASED ON 8 psf DEADLOAD, ASCE 7-10, 160 MPH ULTIMATE WIND SPEED, ENCLOSED BUILDING, EXPOSURE "C", CATEGORY: II RESIDENTIAL WITH ALL CONNECTION HARDWARE AND DESIGN BY BUILDER. ---TOol trarnitroz.," scale: 1/4"=l'-0" ri ATTIC VENTILATION CALCULA' 10,906 CU FT. PROPOSED UNVEN slope: 6/12 iNS ATTIC SPACE FILE COPY I rm-2017 I C o m CIA o h F{ .. 1 8 � H u 1-I-I w r; w ca O w (W] 1� W �l ' y1� 1 O O 11 II 0-4 SHEET DATE 4.0 MIg It SUPPLY GRILLS SHALL HAVE APPOSED BLADE DAMPERS AC CONTRACTOR TO BALANCE SYSTEM 12X12CB-4 176 CFM CONDENSATE DRAIN LINE: + CONDENSATE DRAIN LINES SHALL BE PROVIDED FOR AIR a - HANDLING UNITS. DRAIN LINES SHALL BE SCHEDULE 40 PVC. A. DRAIN LINES SHALL BE GRADED IN THE DIRECTION OF FLOW WITH A SLOPE OF A" PER FOOT.. B. ROUTE DRAIN LINE INTO OUTSIDE FRENCH DRAIN. r F-2 M r - —_.. -1 -_ __ - -_. 12X12 CB-4 " Qi 103 CFM 6X6 CB- I I mr-t-i,__T 12X12 RE-2 ®� I 12X12 CB-4 9" O 111 CFM ® _ 257 CFM 1�O 8X8 CB-4 O 61 CFM X12 RP-2 7"0 OI 133 CFM 1O"o 6 0. 6X6 CB-1 ® 14"0 12" O 40 CFM ILI 1 1Xyv IOX12 16X17 AHU. 14"91 18X18 RF-2 8 8' 0 CFM 6X6 CB-1 29 CFM /� Q ® -0 �- -D � � I 8"I6 9110 (2)I0XIO CB-4 209 CFM TOTAL 12X12 RF-2 12X12 RF-2 119 CFM 113 CFM hvac plan scale: 1/4 F-0" J .. __ 12X12 C13-4 12X12 FM sq..- t. con tione spa 119 CFM ' 113 CFM a -- 2 3870 cu.ft. conditioned s ace ❑ ❑ ❑ ❑101 ❑ ❑ ■ ❑ ❑ ❑ (� m Ft ❑ I ❑ �n a leOriiieal p al _a0 sue. El p FE, E ECTRICAL FIXTURE LEGEND le JUNCTION BOX HN.A.C. EQUIPMENT SCHEDULE SINGLE POLE SWITCH . P. ' � .WEATHER PROOF JUNCTION BOX THREE POLE SWITCH CEILING SURFACE MOUNT LIGHT SYSTEM #1: HEAT PUMP: GOODMAN GSX160361B, 16.0 S.E.E.R. FOUR POLE SWITCH SMOKE/CM DETECTOR AIR HANDLER: ASPT37C14AlTXV, 10. KW DIMMER SWITCH THIS SYSTEM TO INCLUDE INVERTED SUCTION LINE TRAP.1 CEILING FAN CONTROL SWITCH XCFILING FAN DUPLEX CONV. OUTLET PROVIDE SECONDARY CONDENSATE OVERFLOW DRAIN TO EXTERIOR, PRIMARY AND SECONDARY CONDENSATE OVERFLOW SAFETY SWITCHES AND FREEZE PROTECTION. GROUND FAULT RECEPTACLE FLUORESCENT LIGHT FIXTURE Q FLOOR CONV. OUTLET UNDER CABINET LIGHT FIXTURE INSTALL ALL EQUIPMENT, PIPING,AND NECESSARY ACCESSORIES PER MANUFACTURER'S RECOMMENDATIONS. - 220 OUTLET B CLOSET LIGHT 7Q JUNCTION BOX ALL DUCTING TO BE R-6 (EXCEPT WHERE NOTED), INSTALLED PER MANUFACTURERS RECOMMENDATIONS o O -Of-lot COMBINATION EXHAUST FANLIGHT AND SEALED WITH FIBER REINFORCED MASTIC SEALER.. DUCTING SHALL BE SIZED TO PROVIDE THE CORRECT VOLUMES OF CHIMES ��-! AIRFLOW AS LISTED ON MECHANICAL DRAWINGS. PROVIDE VERIFICATION OF SYSTEM BTUH OUTPUT,P WEATHER PROOF RECEPTACLE .DISCONNECT SWITCH PERFORMANCE AND FINAL AIR FLOW BALANCING TO ARCHITECT. O MOTOR PROVIDE MANUAL CONTROL DAMPER AT PHONE,TV CABLE, ETHERNET OEF EXHAUST FAN VOLUME EACH BRANCH DUCT. I —o PUSH BUTTON AIR REGISTERS SHALL BE BY AIRGUIDE MFG. OR APPROVED EQUAL WITH O,B.D.. CONTRACTOR TO VERIFY ALL REGISTER !� RECESSED DOWN LIGHT LOCATIONS WITH GENERAL CONTRACTOR / OWNER. K BRACKET LIGHT CONTRACTOR TO VERIFY ALL DESIGN CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES THAT WILL. IMPEDE PRODUCT PERFORMANCE AND/OR LONGEVITY. GENERAL CONTRACTOR TO PROVIDE TEMPORARY COOLING / DEHUMIDIFICATION EQUIPMENT DURING CONSTRUCTION, ADEQUATE ATTIC ACCESS. FLOOR DECKING, LIGHTING, ELECTRICAL RECEPTICAL, AND SOUND ATTENUATION TO ALL MECHAN ICALIAREAS. TO GARAGE LIGHT U/C by i 2 1/2" CONDUIT DD ELECTRICAL RISER DIAGRAM. 120/240 SINGLE PHASE 8X8.CB-4 - 75 CFM. 410 6" n u i I i; 8"¢ I _ I FLEX DUCT SCHEDULE CFM DUCT SIZE 0-100 6"0 101 250 8"0 251 400 10"0 401 700 ITT 701-1000 '14"0 1001-1500 IWO 1501-2000 18"0 SIZE BOTH SUPPLY AND RETURN BASED UPON AIRFLOWS ABOVE. n I � I I I 11 i� U COPPER OOSE NECK' OOF OUTLET. CHECK "FLAPPER" 1 VALVE RQO El TO SWITCH AT HOUSE 0-0 10" DIA. - S L DUCT TOP RNG.EXHAUST VERIFY SIZE WITH. EXHAUST FAN MANUFACTURER SPECS. o >',.. c, in base cabinet rrdw 2d disp. eleltrcal plan scale: l/4"=1'-0" OTE: IDICATES SMOKE DETECTOR _ vD "NO GRILT. AREA" FILE COPY