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HomeMy WebLinkAboutBuilding Planso .•►''"fir 1 R-150,00` D=12043` 12" L=33,30 1 UNIT 1 & i REQUIRED SETBACK ' I i PRE5ERVATION AREAdo -- I ' I 0 r r • � r ' I r _ I 5 INDICATES EXISTING STRUCTURE TO 5 r REMOVED dOp r r I ♦''' �, _ �' �r ♦ / .0'000opr000"op _ ! ` ♦ 1 1 00 r r J f KJ / I r 1 -` > j , \ AV ® \ \ I i / / ♦ PAVER I / / / / CART € V PATH I a� 1 ♦ � 1 1 1 ♦`F.F.E. 5PALL BE ♦,, �2'��� \ ♦ 1000, 1811 ABOVE TPE \ '� �OAD CROWN I 1Ze / I INDICATES SILT -FENCE ♦ ♦ /` ♦ �, € m i i 5EE DETAIL TI-115 SHEET � ♦ / ♦ / I i to I ` / ♦ / I goo€ REQUIRED SETBACK I URfED P ♦ / l I ` TANK I i lopI,_ �► BURIED L.P. 5AS TANK I _ -- -- — — — — _.._ _ __. _-- — — — — _ — /000,ul f i w o CLEAN ` \ i Z3 OUT 0BURIED LP .» ...---- wmw ... m TANK � 0 0 00 E 112,011 .mw.._..,. ,. ` PAVER DRIVE -WAS' I i b' MAX POST= 2�'' P.T. OR 2 1/2" MIN. DIAMETER WOOD' STEEL 133 LBS. FT. MINIMUM I 1 if II ELEVATION UNIT 15 FILTER FABRIC (IN CONFORMANCE W/ SEC, 985 FDOT SPEC) co (00 'per i-o op ov fi � 1 � I � I 1 � 1 s � € � I 90 ` OPTIONAL 20/ PRINCIPLE POST POSITION \�Q POST (CANTED 200 TOWARD FLOW) POSITIONS a FILTER FABRIC s SILT FLOW 5ECTION ' _0, , R ='5 0. 0 ` Q1 250 5 25" ♦; '(05' 1 / / / UTILITY BOX r ! HYDRANT r I I UNIT II A II UTILITY o EASEMENT � / I AWING LEGEN12 # 1 SITE PLAN # 2 FOUNDATION PLAN # 3 FLOOR PLAN # 4 FRONT 4 REAR ELEVATIONS # a 61DE ELEVATIONS # r TIE BEAM 4 ROOF FRAMING PLAN # -1 SECTIONS 4 DETAILS # S DETAILS 4 ROOM FINISH SCHEDULE # 1� ELECTRICAL PLAN # 10 H,V.A.C, PLAN E F L A N- LEGAL DESCRIPTION UNIT # 16, HARBOUR RIDGE - PLAT 4 (MARINER VILLAGE) ACCORDING TO THE PLAT THEREOF, A$ RECORDED IN PLAT BOOK 24, PAGES €9, ISA THROUGH I9D, PUBLIC RECORDS OF ST, LUC€E COUNTY, FLORIDA INFORMATION TAKEN FROM A SURVEY PREPARED BY: KARNER SURVEYING, INC JOB*- 2010-20 DATED- 10-28-2020 FEMA FLOOD ZONE DATA SHOWN HEREON IS BASED ON THE VISUAL INSPECTION OF THE DIGITAL FLOOD HAZARDOUS MAPS PROVIDED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) E 15 LIMITED TO THE ACCURACY FO SUCH MAPS FLOOD ZONE "X" i "AE" WITH BASE FLOOD ELEVATION 5 COMMUNITY 0: 120285 PANEL 0= 0406 SUFFIX: K DATE* 2/19/2020 BACK OF 2' CURB EDGE OF PAVEMENT W. MARINER COUfRT EDGE OF PAVEMENT r O J.L L.0 c, a LLI IL lL kovisloom 20 119 22 APR 21 OF TEN �OJa' FOUNDATION t BOTTOM OF ALL FOOTERS 1 THE OUTER BAR OF ALL EX CONTINUOUS AROUND CDR' 30" LAP EACH DIRECTION ALL FOOTER BARS SHALL I THE CONCRETE IS CAST AG CONCRETE IS FORMED ANI ALL DOWEL BARS SHALL k BE EMBEDDED 6' INTO FOf WALL REINFORCING BARS PLEASE NOTIFY TNIS OFFICI IF ANY DISCREPANCIES AF BLOCK OUT I I11" AT ALL E7w NOTCH SLAB I V2" AT SAD, DEPRESS SLAB AS REOUIS F007 MARK SIZE 24" W, X 18" D B, 16" W, X 14- D. O 24" W. X 18" D ® 16" Ili. X 14" D, O 1(0" uJ. X 8" D. 12"W.XB"D. LLI n uj 0) 0 nc a 2 (L. w LLi 20119 22 APR 21 2 OF TEN GOLF CART PATH 144" 11 154" 23,0" 2,8" 9'8" 2'O" 2'$" 10,0" 2'8" 11t0" 8'2" 504'0• 2110" b'6" -- - - ----- - - - - -- -.-_ __ -FIXED FIXED I I \ GLASS \ GLASS I \ 26" 63 m 26" 63" ' E I LP.GAS S(N iLE l EMERGENCY fl ♦o TA KKy GENERATOR - — —I— — — — \ GAi v CONE /I �\ FIXED FIXED \ 4 © FIXED GLASS / I \ GLASS GLASS R'D 36"0" ELECTRIC METER , 1 26" 63" Zb" b3'\ 3 !l G S PENT DRYER FIXED GLASS HOE 5I5a —Id -0FIX — — / 200 AMP. 50 *Ml' GENERAL NOTES= I / �" bg" TO EXTERIOR 36" b3" 6' " 8'0" BENCH BEN PANEL PANEL $ CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES I \ \ OmM # T * CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL FTG, W/ TRUSS MANUF, m \1A \1 a' CEILING HT, , TAB TWO GAR GARAGE— * CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE 1 ra'o+%" i4'O' 5'a' 8'6" 1 3z'S" EPDXY FLOOR \ BEFORE PROCEEDING W/ CONSTRUCTION \ 1 / ©" m FRONT DING I I * CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING * SINGLE ,+ \ 1 / \ r �_ TH WA131iER RYER I ' I ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED H NG I _ LDING I O 1= REPORT ANY pfSCREPANGiES TO DESIGNER BEFORE PROCEEDING W/ WORK EI RE$S_ � ®� W,I, ($� I.C, # TIC48' G i3NETER i A T * DUROCK SHALL BE USED IN ALL DAMP LOCATIONS, IN ALL WALLS WITH TILE OD # I D 5 It' X 6� I A / / i° * PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS j I O' CEILING HT \ c° n # O R 4 S LAUNDRY I I 1 r30" WIDE I �111111111 1 * A/C UNIT(S) SHALL HAVE AN S E E R. OF 16 OR BETTER o \ © _ I _ I — vALV O £AD I t o' cEtL HT. 1 -T I — — — — — —I ISTAIFULDoylN STAIRS I _ —1 — — - — `Q FIXEDQ I * WINDOWS SHALL BE CASEMENT 4 AWNfNG W/ BRONZE FRAMES 4 TINTED GLASS o `� \ R 4 s U '� R 4 S " G 9 * PROVIDE EGRESS WINDOW UNIT �a7 ALL SLEEPING AREAS AS FB C.2020 REQUIRES z's"xs'o" 2's"x$'o" \ IPROV11LYWO% Y ♦ \ \ ♦ i FRAMELESS GLASS * TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS (FB.C. 2020) I FRAMELE56 SHOWER ENc 6URE \ \ SHOWER ENCLOSI E C� m , `O 0 j SHEAT1 Mrs 10 STORAGE q \ \ ! * EXTERIOR DOORS 4 WINDOWS SHALL BE CERTIFIED FOR RESISTANCE TO LOCAL i ♦ \ CORRIDOR# FOURm " ® r ° T4R 1) TRH BOrrpm— CHORDS — — — — 1 — \ \ — \ \ 1 4 * WIND PRESSURE AS REQUIRED BY FB.C. 2020 - 110 MPH WIND LOAD IFIXED GLASS VALVE "� 3b" X wo" m 3'O" X 'o""' / M I I I \ \ I ,a ! * ALL BATH ROOM WALLS SHALL BE INSULATED 1 o' ° GA A 6'5�i" x 4'0' AeGN atxc 2 "x$'o" 5'8° °� zo MI FIR DOOR 4�A RATED E —�' `�['OVEN * ALL LUMBER IN CONTACT W1 CONCRETE OR MASONRY SHALL BE PRESSURE TREATED _ I, x A N ♦ — — R£F. — — B O T A \ I I I I ` \ ♦ \ I * ALL STRUCTURAL FRAMING TO BE HEM FIR 02, SPF $1, SOUTHERN PINE 02 OR =. ` ` Mnu f o APPROVED ALTERNATE WI Fb=1000 P S.I. MIN. -NON -STRUCTURAL FRAMING MAY BR NZE FRAMED `^ ' 44 1HR`D ♦ m 2'4" 2'5" ♦ I I I — — T BE SELECTED SPECIES - "STUD" GRADE SCREENED ENC SURE B15B " 2'8 xe'O" \ / m= IUI / o n THR MT' SHELVES ABOVE 3'-0' \ \ I I I 1 * —Poo PLUMBING FIXTURES (LOW FLOW PER COUNTY ORDINANCE) — y FR NCH \ "Xiai ' 4'2" `" SPIEL 2'6yi° 4' ♦ I 1 I \i HU H 4'D" * PLUMBING STACKS TO PENETRATE REAR ROOF PLANE OF BUILDING ( _ — REF D R ♦ _ \I I I I I\ ♦ I J AS GRl 12'6 �✓ I I \ I / J I W EXH. HOOR� 14`4" \ \i UCTION R NA36" HT. WOOD o I \ 9 $ DAU W HOOD AB/ YE I CAPPED WALL __ 3 I \ HOSE DARK STAINED OVER HEAq BOOR W/ all kc 8'�WOOD — — i { BIBB !Y I�� �- O � ' COLUtI'IN � FIXED 124° \ x — I K I G N N l ; GLASS a TRA SOM 11'2" (( \ 4 E o l I O' CEILINP HT b 0 a:I I I I A50VE FRtmp DOWNI I I 1 218" 3,0" / AOOR H I13 RECYH I I TO p f jO BEAM I I DININGJ \ I I I ({ I 12' O 13' T. WO D ILING 514" 0" m I FIXED j 1 12" X 1 2' CONCRETE \ 1 V lx GT gg p I FIII EA COLUMN BLOC FIXED \ ( I ko I ! 2'0" 2'O' 36" X f24' ( WI d - 05 BARS VERTi AL i'xLA88 \ \ 36 HT WOOD TRANSOM— ! (TYPICAL) \ GAPPED WALL — - ABOVE / [ ( \ P AB' — CA I _WINE W1 8" X B' WOOD p m / [ H J — COLUMNS 1 v 4RCi4 r — HILLE — — —0 0 1 I 12' X 12' CONCRETE m 3 O rX To % I FILLED COLUMN BLOCK / SUN SH LF ( m I p�=] , / W/ 4 - 4t5 BARB VERTICAL o (TYPICAL) J J( J ( II —F_29 STEPS PIANO _EI FIXED E or m PAVER MOTOR -COURT INTO Po ALUM. SHUTTER 2'0" ABOVE ICOV ANAI TRAN O O X 2GOY (I Q 12'HT. CEILING AB FOYER 6' STEP i I) DOWN EN TRAVERTINE FLOO 12'TO 13'HT. WOOD CI^I IN ABOVE, � THIRD 9b" y2 HT, c£IUNG I I 711 THR'p' ( o I 12" X 2A' FIXED I v I // o, p J I TR NSO _ GLASS, ABOVE P El FIXED p 36" 24' a JJ ICU1 , / THR'D I I \ \ I _ 4R6H FREN 14 GLASS * M 4) I ` { 3'0" X 8'O DOOR \ i AD VE J 14'4" / O \ \ IS'2ys" I 4'0" \ *'2V2" ( POOL I ,' , lu" X \ \ G AT ROOM f f A ANe6VE M '12' TO 1,�' HT WOOD CEILING r — - - ( I FRENCH I \ \ \ # FLAT °SC N TV BIBB O % DOORS \ 14' RAISED HEARTH \ I m ( ` I p \ \ GAS FIREPLACE 1 W/ EXHAUST VENT O ip /\ \ \TO EXTERIOR N1 { FIXED 36"I X 24' 9 _ / \ \ l J } 1BS o — -- — _ I o �\ \ \ ® m OU I G� HT. \ \ \ GLASS ABFVF- 1 ssLL ( I - O N ( `fl ! 2'0' C 10' 0 1 1' STEPPED TRAY CLG. Z'O" A CH / E / R 4 S— B" STO R`4 S BOOKCASE BOOKCASE \ { J SWIM -OUT I THR D 6 4 3' " I —\\ SPILL -WAY / INTO POOL S EM-0UT A I 1 { — —THIS \ \ \ � lei TANKLE$$ J m , ATTIC "� W \ FIXED GAS W/H ( l ( ( WIG I I x x© \ \ W.I,G. GLASS - - — — — — — _. _- — — -- — --- b"p, X $T- en T ' FRENCH I DOORS E / 1 R 4 8 A R 4 3 � " T 1 I TALL 2 8 X 8 a /� ALL CAB, I ((lj `AB' \ OW S\ GLASS S R FIXE I ' R G�A58 INTERIOR DOORS SHALL STAINED LOUVERED — — — — — — — — - - — �AZIH 2�" X 48"' + PRE-ENG'D RANDOM WIDTH WOOD FLOOR$ SHALL USED THRU, EXCEPT BATHS SCR ' " 63 3b" 63" / 2'8"X0;0 Q DOOR 4 FIXED GLASS FINED GLASS , ® CLAW t TUB v LYE m ¢t -� - T - - - - - - - - - - - - 5'0` 6' " 5' HT. C.B.S. o EA VISUAL SCREEN I I , o i - 36" 24' F XED HOSE \ \ I 3 / I / / " FIX GLA 24" I LASS —BIBB 5155 — l 3'8" It'8" 30" 32" -Ir-IT II'$" 3'2" I'10" 1810111�11_j I I GUEST PARKING LUALL LEGEND © PROPOSED 2" X 4" FRAME WALL ® PROPOSED 2' X 4' BEARING FRAME WALL © PROPOSED 2" X 4" FRAME WALL ® PROPOSED B' G.M,iL WALL FLOOR F 3/16" = I'-0" LIVING AREA COVERED ENTRY 4 LANAI GARAGE TOAL AREA RRY181011 20119 2 2 APR 2 1 3 328 684 792 4 804 SQ, FT. ++ fir,, ®�4������ °�, OF TEN OA✓c]O POOL 4 SPA EQUIPMENT 2" X S" PT WOOD BUCK ANCHOR TO 8'-O" HIGH DOOR 5/8" X 6" SLEEVE ANCHORS STAGGERED ITT RAMSET / REDHEAD OHN-3830 OR EQ. SPACED AS REQUIRED BY MANUF. AT EACH SIDE GAIRAGE ID OF ANC440 R DETAIL 1 1/2" = 1'-O" 8" X 16" CONC, BLK, 1/2" DRYWALL I" X 2" P.T. FURRING 5/5" STUCCO RIGID INSULATfON POURED CONC. BLK, 2" X 4" PRESS. TREATED CELL W/ 1 * 5 BAR s q EACH JAMB P °, �-- DOOR CASING CONC, SILL FIR JAMB SEALANT ALUM, THRESHOLD P.T.2" X 8" WOOD BUCK ANCHOR BRICK MILD, TO CONG, 4 CON(, BLOCK W/ HILTI PIN DS .II1 DIA, 1 1!4" PENETRATION 1 3/4 SOLID CORE aQ lb" O/C MIN, OR 1/4" TAP CON DOOR JL SCREWS @ 12" O/C 4 D 4 d H E� \ 4 0 a 111011 5/8" LITE TEXTURE 4 A/,N ° STUCCO D D p p ` I CONCRETE TIE BEAM W/4 - 05 BARS OR PRE - CAST LINTEL SEALANT P.T. 2" X 8" WOOD BUCK ANCHOR HEAVY DUTY VINYL TO CONCRETE 4 CONCRETE BLOCK W/ 3116" W/ IMPACT RESISTANT TAP CONS 6" FROM EVERY CORNER 412" O,G, GLASS (TYPICAL ON ALL 4 SIDES OF WINDOW) SEALANT 3/16" TAP CONS THRU ALL HOLES W/ 1 1/2" WASH MINIMUM PENETRATION INTO BLOCK ° ' 1 4 MARBLE SILL 40 ° POURED CONCRETE SILL W/ C 116 'Q 10 5 BAR r $ILL WINDOW DETAIL I 1/211 = l'-011 BRONZE FRAME SCREEN POOL ENCLOSURE WINDOWS 4 DOORS SHALL BE FLASHED W/ VULKEM 116 BY TREMCO (OR EQUAL) FOR BEADS AROUND WINDOW, THE SEALANT SHOULD EXHIBIT A MIN. SURFACE CONTACT AREA OF 1/4" INTO SUBSTRATE FRONT LEVATION 3/16" -1'-0" EAST LUINI) LOAD INFOfRMATION CODE EDITIONS- 2020 FLORIDA BUILDING CODE CHAPTER 6 OF ASCEI-16 BUILDING DESIGN: ENCLOSED ULTIMATE DESIGN WIND SPEED; 110 MPH NOMINAL DESIGN WIND SPEED- 132 MPH RISK CATEGORY: II INTERNAL PRESSURE COEFFICIENT: EXPOSURE CATEGORY- if B " WALLS (ENCLOSED)- (03 P,S,F, IMPACT PROTECTION' IMPACT RESISTANT DOORS 4 WINDOWS COMPONENTS 4 WALL CLADDING: MEAN ROOF HT, = 30' ZONE 4 ZONE 5 10 SQ. FT, = + 52,0 / - 56 PS.F, 10 60, FT, _ + 52 / - IO PS F, 20 SQ, FT. _ + 50 / - 54 PS.F. 20 SQ, FT, _ + 50 / - 65 PS,F, 50 SQ. FT, = + 41 ! - 51 P.5.F. 50 $0, FT, _ + 41 / - 59 P,S,F, 100 SQ, FT. = + 44 / - 49 P.S,F, 100 SQ, FT. _ + 44 / - 54 PS.F. ROOF ZONES AREA 150 M.P.H, 160 MPH, 110 M,PA, 1 10 + 18,1 / - 32,5 + 20,6 / - 31D + 233 / - 41,8 20 +15.6/-28.8 +11.8l-32.8 +20J/-31.0 50 +1231-23.9 +14.0 21.2 +159/-301 100 +10.0/-20.2 +11,2/-22,9 +121/-25,9 2 e - 2 r - 3 10 + I6.1 / - 44,9 + 2010 / - 51.0 + 233 I - 5110 20 +15,6/-40.1 +11.8/-451b +20.1/-51.5 50 +123/-33.8 +14.0/-38A +15,9/-43A 100 +IOD/-29,0 +Ii2/-33,0 +Ill -31.3 FLAT CONCRETE TILE ROOF 3' X WEAVE LOOK -OUTS 0 9 6' O/C ALUMINUM SAHAMA SHUTTERS j ALUMINUM SHUTTERS SAND FINISI'I STUCCO ROOF PEAK Lu O LL ul Cl a lu d) 0 0 1y 1L 20119 22 APR 21 OF TEN Go 1%4R. I f LAY_ ItO f j LAY.,SINK WASFIER TI- SI4R, ITOIL.1 Rn, SOP VENT 3" 1 r x p 3" 3" a 3' V.TRR11_ I DNJ 4" 4" CLEAN OUT 4" 1 LAY.1 4" 4" SCHEDULE 40 P.Y.G. WASTE LINE TOIL.1 ;" TO SANITARY SEWM IN ROAD RI"TOFWAY 3"1 4 a WA67E RISER ©1i,4CsRAM Rrtq NO SCALE � ao 1 n� BRONZE FRAMED POOL SCREEN ENC',L05WE LOUVERED LOOK O.H.p. !3Y CLOPAY (CANYON RIDGE ) 3/Ib"III'-0° SOUTH BRONZE FRAMED POOL SCREEN ENCLOSURE LOUVERED LOOK O.H.D. BY CLOPA . (CANYON RIDGE) 3/I6" = i'-0" NORTH ul 0 1L tsi Lu 0 0 .Ell c!a Q.. O OL 20119 22 APR 21 O� TEN Mllrmm:. E 0'-06 A.F F. 8" W X 1 6" D POURED CONCRETE TIE SEAM W/ 4 05 BARS CONTINUOUS ° ° t 1 I z�. 8" W X 1 6" D POURED CONCRETE TIE BEAM W/ 4 05 BARS CONTINUOUS 0 0 :TB3J`2� W X 1 6" D POURED CONCRETE 8" W X 1 6" D POURED CONCRETE TIE BEAM W/ 4 05 BARS CONTINUOUS TIE BEAM W/ 4 05 BARS CONTINUOUS T ° 8'-S" A.F.F. �- P"- q CAST CONCRETE LINTEL pR CAST CONCRETE LINTEL W/2 UP Tt1-I*BAR En 8'-2" AFT-_ ° WI 2 UPSET 41- 45 BAR OVERHEAD DOOR I Rope hooks nailed to top chord Engineered Wood attic trusses of truss With #6 nails, Point of chain penetration Turnbuckles Ito level) and It 6 "hooks must have foam sp ay on all four ccurners. Large units may insu I at is n, require six point suspension, _ ^\ 2/0 chain hooked over Rn insulation and 1/2" rope hook, drywall taped to attic truss members. 1 Insulated gHandler", access Unit \ panel to { enclosed space r r Emergeny pan strapped to unit trs ��2t2�?SLsL 7777 Air supply grill, Sound insulation (optional) ATTIC .�,u.-- _N_�_ 0 D T I _ 1/211 1I_CIf 0 I � c TB -I w N�i LE END �Cio� Au B :l MARK i MAXIMUM, A , 51MP50N MODEL QUANTITY SIRE TYPE w ' ! - ' ��� LOWED, OF ANCHORAGE REQUIRED _` _� 71 UPLIFT NUMBER _ - -_ _ _ _ -'n -- - A I S I O HETA20 12 - lOd -. _ B 1 0 0 0 + MT620 14 - IOd / 14-10d x I/2" LE t, C 1000 MT512 14 - IOd D 3330 MGT 5&' WEDGE ANCHOR TO CONCRETE E 6645 I HD1B 1/81t WEDGE ANCHOR TO CONCRETE F e400 I FGTR-DBL 36-606 1/4" DIA X 3" IN GIRDER FOUR 1/2" DIA X 5" TITEN HD TO WALL ALL TRUSS TO TRUSS CONNECTIONS PER TRUSS MANUFACTURER ALL LATERAL BRIDGING PER TRUSS MANUFACTURER l" ; -A Y a ;qq m B-5 i it I , N,41LIN( SGµEDULE ITEM NAIL 51ZE EDGE SPACING FIELD SPACING NOTES _ 5/6" CDX ROOF 54EATHING 8 d� 6" O,C_ 6" OL, GLUE ALL PLYWOOD WITHIN 4 OF RCOF EC5 sE 5/8' GDX ROOF SHEATHING a d 4" O,G. 6" OL. 8'- O" FROM GABLE END ROOF EDGE - jj GLUE ALL PLYWOOD I FL400 OR EQUAL_} 1/2" CDX WALL SHEATHING B d 6" O.C, b" O.C. 314® T46 FLOOR SHEATHING 10 d_ 6" O G. 6" OL. STUD TO 2 X 12 HEADER 16 d 3 PER HEADER PLY BASE 5HEET NAILING ROOF SHEATHING USE ed RING SHANK NAILS ALL SCREWS 4 NAILS SHALL. BE 11 8" W X 16 D POURED CONCRETE TIE BEAM W! 4 45 BARS CONTINUOUS PRE -CAST CONCRETE LINTEL ° W! UPSET 41 -06 BAR 1 d-z" AFF" B-3 M �.I li HIP BET JIRDER 0 m E 2�-0' AFP. ° ° 8' W X 16" D POURED CONCRETE TIE BEAM W/ 4 05 BARB CONTINUOUS ° 0 1�1 04" AFT-. PR��AST CONCRETE LINTEL WI UPSET 4:- 05 BAR 8'2" AT-F 1 I 1 I I 1 to 0 0 12' W X 2 2" D POURED CONCRETE TIE BEAM W/ 6 05 BARS CONTINUOUS I I W/ 03 HOOPS Q 16' O/C ° J lip'-2"._A FF. B-5 2" X 4" E*ARfNG — -FRAME ALL BELOW B-2 a� Cz�RDER B I I0' BE RING 4 DRIP HT, NOTCH ANGLE ROOF IV E_ I a TO A W WINDOW 4 SHUTTER f I -� z I I I 11 13 TEPP AY I w i I 1 4_ ! TB- 1, 1 L I I li I B-3 - - - - - 112' TO 13' STEPPED TRA I /I D 12' BEARING 4 DRIP HT. w G 1 r�1 LINTEL &GHEDULE # TYPE LENGTH OF LINTEL 4LLOWED LOAD PIE, GROUT LINTEL NO GROUT REINF, 1 SFe-115 2-10 3166 ti/ I O 6 BAR 2 8F8-IB 3-6 3166 3 8%-IB 4-0 211 A 0%415 5-4 1665 t/ 5 8%-B 1.6 1025 Fj BFB-EB 9-4 T68 j SFS-IB 11-4 598 $ OF24-I13 19-4 W2"X6'OR2'X8"RAFTERS AT 24" WI ANCHORED TO TRUSS BELWITH OW SIMPSON 4iMTBE6 ONE AT EACH END OF RAFTER , NOTES w ❑ ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM W/ SIMPSON HETA20 �— UNLESS NOTED OTHERWISE ON LAYOUT, o ALL MEMBERS ARE ANCHORED TO FRAME WALLS W/ SIMPSON MTS20 0 UNLESS NOTED OTHERWISE ON LAYOUT, LL a VERIFY UPLIFTS W/ TRUSS MANUFACTURER BEFORE INSTALLATION OF CONNECTORS `'` DRILL HOLE INTO PLYWOOD AND ATTACH TO ❑ THIS LAYOUT 16 FOR BEARING DETERMINATION FEASIBILITY 4 ARCHITECTURAL AID TRUSS BELOW TRUSS MANUFACTURER iS RESPONSIBLE FOR FINAL LAYOUT, SPANS 4 ALL T HEADER ENGINEERING ❑ ALL TRUSS STRAPS, ANCHORS, TIE DOWNS, ETC, BE VERIFIED W/ WIND LOAD `\ j� � /'�' H Q R DETAIL �t �t IIIT�i O \ / E R F R f j � I I '� { G ANCHOR REPORTS PRIOR TO INSTALLATION � x I\ I 1 f III = ❑ TRUSS PLANS 4 WIN REPORTS MUST BE SUBMITTED TO ARCHITECT BY TRUSS MANUFAC FOR VERIFICATION 4 APPROVAL PRIOR TO FABRICATION OL KIUCSC IIL)r FULL 5ED OF I- UNDERLAYMENT CARRIED PROVIDE FULL BED OF ADHESIVE UNDER ALL HIP 4 OVER APEX OF ROOF RIDGE TILES FIELD TILT- IDLE TILE ATTACH�IENT DETAIL I31 � I1011 NaTE: SET HIP 4 RIDGE TILE IN A FULL BED OF POLYPRO AH160 CONCRETE 4 CLAY ROOF TILES COMPLYING: WITH THE FOLLOWING LIMITATIONS SHALL BE DESIGNED TO WITHSTAND THE WIND LOADS PRESCRIBED IN THIS SECTION 1, ROOF TILES SHALL BE SET W/ POLPRO AHI60 2, ROOF TILES SHALL BE INSTALLED ON SOLID SHEATHING DESIGNED AS COMPONENTS 4 CLADDING IN ACCORDANCE WITH 1606.2. 3. AN UNDERLAYMENT SHALL BE INSTALLED IN ACCORDANCE W/ 1501,4 4, TILE SHALL BE SINGLE LAPPED INTERLOCKING W/ A MINIMUM HEAD LAP OF NOT LESS THAN 2 INCHES 5, TILE LENGTH SHALL BE BETWEEN 1.0 4 1.15 FEET 6, EXPOSED WIDTH OF TILE SHALL BE BETWEEN Ob1 4 125 FEET, 1, MAXIMUM THICKNESS OF TAIL OF THE ROOF TILE SHALL NOT EXCEED 13 INCHES r v ULU r$u It=rr44eg w o� r u:r- Rn- ruin C� 0 0 Ahr _Q 0 LL- U 22JUN21 20119 2 2 APR 21 ��•�i�tg�,aull�'�f ,fit na OF TEN liy 5/8" DRYWALL ON CEILING 2 X 4 LOAD BEARING WALL WITH STUDS AT 16" D.C. MAX 1/2" DRYWALL ON WALLS ANCHOR STUD TO PLATE WITH SIMPSON SP4 TIES AT EACH STUD WITH 6 ]Oct NAILS 3/4tl m 1'O11 FLAT CONCRETE TILE ROOFING ON 1­10MOPPED 90# FELT ON 300 FELT UNDERLAYMENT ON 5/6' CD.X, PLYWOOD ON PRE- ENGINEERED WOOD TRUSSES rat 24" O/C R-20 SPRAY IN FOAM INSULATION - GALV. FLASHING ON 1" X 3" P.T. DRIP ON 2" X 8" CEDAR FASCIA OVER ON 2" X 6" SUB FASCIA ----� Ellodim:41,,rea � • ♦ r/� a "`siriww 21- 611 o I 81- O11 TYP. D.H. II WINDOW HEAD HEIGHT tl SMOOTH STUCCO SOFFIT ON WIRE LATH 1 ATTACHED W/ 1 1/2" STAPLES W/ 3/4" CROWN 11 W/ 1" SPACING MAX ON TYVEK 4 30# FELT I II SAND FINISH STUCCO ON 1 8" X 16" CONCRETE BLOCK W/ POURED BLOCK CELLS ail 48" O.C, MAX, 4 AT ALL WINDOWS, DOORS 4 11 CORNERS W/ 1- 05 BAR DOWELED I TO FOOTING t HOOKED TO BEAM II I lI PROVIDE 11/2" RECESS AT PERIMETER FOR WATER BREAK FINISH GRADE SIMPSON MT520 ANCHOR FROM 2 X 6 WALL WITH DOUBLE TOP PLATE TO BEARING LEG OF ROOF TRUSS ABOVE ANCHOR STUD TO PLATES WITH SIMPSON SP4 TIES AT EACH STUD WITH 6 IOd NAILS THIS ASSEMBLY GOOD FOR 1000 PLF OF UPLIFT. I/2" X 8" REDHEADS AT 32" O.C, WITH 1/4" X 3" SQUARE STEEL WASHERS FOOTER TO BE 14" DEEP X 24" WIDE WITH 3 05 BARS CONTINUOUS ONE PIECE CROWN MOLDING/ PAINT GRADE POPLAR OR EQ, 5/8" DRYWALL CEILING SIMPSON HETA20 TRUSS STRAP CAST IN BEAM ATTACH 2" X 4" P.T. LEDGER W/ #10 X 3" LONG TAP CON SCREWS Q 32" O.C. 8" W X 16" D POURED CONCRETE TIE BEAM W/ 4 #5 BARS CONT, BEDROOM # TWO 1/2" DRYWALL ON I" X 2" P,T, FURRING ON 3/4" RIG1D INSULATION R-4.1 11/4" WOOD BASE 4" THICK CONCRETE SLAB W/ 6 X 6 10/10 W W.F. OR FIBER MESH II 3000 P.6.1. CONCRETE MIN. 4-0 0" FT-.L. tl THICKENED SLAB EDGE 24" I WIDE X 14" DEEP W/ 3- # 5 o BARS CONTINUOUS ON PALM BEACH CHAIRS VISQUEEN VAPOR BARRIER ON WELL - COMPACTED, POISONED SOIL 2500 P.SF.SOIL BEARING MIN. TION L L�ALL. SEC �j 1/2" = 1{-0" NOTE; BOTTOM OF ALL FOOTERS SHALL BE MIN, 12" BELOW ADJACENT GRADE DBL PL4 2t1 X Ole 2" X PL4 1/2`I = 11-011 FLAT CONCRETE TILE ROOFING ON HOT MOPPED SO# FELT ON 30# FELT UNDERLAYMENT ON 5/8" C.D.(, PLYWOOD ON PRE- ENGINEERED WOOD TRUSSES 9 24" O/C GALV. FLASHING ON I" X 3" P.T. DRIP ON 2" X 8" CEDAR FASCIA OVER 2 X 4 SUB - FASCIA r 12'- 0"-~ � G. / BEARING HT. I" X 3" P,T, WOOD DRIP ON 2" X 8" FASCIA ON 2" X 6" SUB -FASCIA TYP, Q.H, 1" SMOOTH STUCCO FRIEZE BD, SMOOTH STUCCO SOFFIT ON WIRE LATH ATTACHED W/ 1 1/2" STAPLES W/ 3/4" CROWN W/ 1" SPACING MAX ON TYVEK t 300 FELT CONTINUOUS DECK-O-DRAI + - O'01 FFL - 04" PORCH FF.L THICKENED SLAB EDGE 2411 WIDE X 14" DEEP W/ 3- # 5 BARS CONTINUOUS ON PALM BEACH CHAIRS S" C.BS, FILLED CELL W/ I - #5 BAR PROVIDE 010 X 5" TAPCON SCREWS 0 16" O/C INTO BLOCK WALL r 12 6� ICYNENE FOAM INSULATION R-20 2" X 6" CLEAR CYPRESS CEILING SIMPSON 14ETA20 TRUSS STRAP CAST IN BEAM 1� 12" WIDE X 2 2" DEEP I CONC. BEAM W/ 6- # 5 BARS CONTINUOUS 103 HOOPS .9 1 6" O/C REAR LANAI 12" X 12" CONC. BLOCK COL. POURED SOLID W/ CONC, 4 4 # 5 BARS VERT, 5/8" SMOOTH STUCCO NON-SKID TILE ON 4" THK. CONC. SLAB W/ 6X6 10/10 W.W.F. OR FIBER MESH SLOPE VISQUEEN VAPOR BARRIER ON WELL - COMPACTED, POISONED SOIL 2500 P.S.F. SOIL BEARING: MIN. 11, ANA 1, 5ECTION- 1/2" = 1'-0 CONC, CURB 31/2" X 10" WIDE FINISH THICKENED SLAB EDGE 2411 WIDE X 14" DEEP W/ 3- # 5 BARS CONTINUOUS ON PALM BEACH CHAIRS 1/2" - I'-O" STUCCO WASH-- CONC, FILLED U BLOCK W/1-05 BAR CON'T. 518" SAND FINIS4 STUCCO 8" X 16" CONC, BILK. W/ POURED BLOCK CELLS 6 4'-0" O/C W/ # 5 BARS DOWELED TO FOOTING 4 HOOKED TO BEAM FINISH GRADE 16" W, X 14" D CONC, FTG. W120 5 BARS CON'T. in" DRYWALL ON I" X 2" P T, FURRING ON CONC. BLK, 1" X 11/4" WOOD BASE 4" THK. CONC. SLAB W/ 6X6 10/10 W.W.F. OR FIBER MESH 4" CONC. SLAB W/ 6X6 10110 W,WF. -0'-4" BELOW FF.E, GENERATOWALL 1/211 11��6�1�01i 20 119 2 2 APR 2 1 ��FC�1�17ISAJ��� OF TEN RNA N4 o j�OG4p�p y0��j p �T 1 N:>; LOUVERED WOOD DOOR W/ STAINED FINISH ONE PIECE CROWN MOULD 7 1/4" SINGLE CROWN DOUBLE CROWN S" X S" SQUARE WOOD COLUMN ( PAINTED 7 WOOD CAPPED WALL ( PAINTED "F 1 2'-O" 1 1'-0 DROPPED FALSE BEAM ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING HGT, NOTES COVERED ENTRY NON SLIP TILE N/A SMOOTH STUCCO 1" X 6" T 4 G WOOD 12' - O" FOYER WOOD 5/8" X l 1/2" WOODFAINT) 1/2u DRYWALL/ SMOOTH PAINTED I" X 6" T 4 G WOOD 12' - O" 13' - D" STEPPED TRAY W/ CROWN MOULDING W/ SINGLE 4 DOUBLE CROWN MOULDINGS GREAT ROOM I" X 6" T 4 G WOOD 12' - O" 13' - O" STEPPED TRAY W/ CROWN MOULDING W/ SINGLE 4 DOUBLE CROWN MOULDINGS MEDIA ROOM 5/8" DRYWALL/ SMOOTH 1 1' - O" DOUBLE CROWN MOULDING CORRIDOR # TWO 1 O' - O" DOUBLE CROWN MOULDING CORRIDOR # ONE 1 O' - O" DOUBLE CROWN MOULDING OWNER'S SUITE I O - O 1 1' - O" STEPPED TRAY W/ CROWN MOULDING W/ SINGLE 4 DOUBLE CROWN MOULDINGS HIS WJz. I O' - O" HER W.I.C. OWNER'S BATH TILE DOUBLE CROWN MOULDING DINING WOOD 12' - O" 13' - O" STEPPED TRAY W/ CROWN MOULDING W/ SINGLE 4 DOUBLE CROWN MOULDINGS KITCHEN 1 D' - O" DOUBLE CROWN MOULDING CORRIDOR # THREE DOUBLE CROWN MOULDING BEDROOM # TWO SINGLE CROWN MOULDING Wj'C. # TWO CABANA BATH TILE BEDROOM # THREE WOOD SINGLE CROWN MOULDING WJ.C. # THREE WOOD BATH # THREE TILE LAUNDRY TILE STORAGE TILE TWO BAY GARAGE EPDXY FINISH COVERED LANAI NON SLIP TILE N/A SMOOTH STUCCO I" X 6" T 4 G WOOD 12' - O" L.E.D. ROPE LIGHT 131-0" _ >tu 1 2'-O" O t� A, 51-bil T TO 1 OWED CHIMNEY T TOP OF MANTEL 11-2'1 T RAISED HEARTH 1/2" -1'-011 1/2" -1'-0° ®,.�'`qB' CIS" 3/4toll " 41 TWO PIECE CROWN MOULDING BAD GARAGE RASE w II Cl O LL U i d IL Q � � o O U IL o IL � m REVISION@ 201-19 22 APR 21 OF TEN MA °CI 11 2 " P,y/�C. TO 200 AMP. PANEL (3) 3/0 t (1) #b GROUND 0 DISC, AUTOMATIC METEF SWITCH TRANSFER MAIN PANEL SWITCH 70 AMF 150 AMI MAIN SUB - PANEL PANEL 2" P.V.C. TO 150 AMP. PANELS WITH (3)1/0 $ (1) #6 GROUND 2 PVC, TO TRANSFER SWITCH (3) 3/0 t (1) #b GROUND U.F.E.R. GROUNDING 2" P.Y.C. TO FUTURE GENERATOR AS REQ• BY N.E.C. (3) 2/0 # (1) #6 GROUND 4" P.V.C. WITH ' \-- GROUND TO UNDERGROUND SERVICE FOUNDATION STEEL FROM F.PA L. ELECTRICAL RI5ER DIA RAM N.T.S. ELECTRICAL LECND 0: DUPLEX RECEPTACLE 0: DUPLEX RECEPTACLE TOP HALF SWITCH (�)1:44' DUPLEX RECEPTACLE MTD, ABOVE CABINET DUPLEX RECEPTACLE WEATHER PROOF t G.F.1. GFJ. DUPLEX RECEPTACLE GROUND FAULT INTERRUPT 220 VOLT RECEPTACLE I WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE PC CEILING MOUNTED LIGHT FIXTURE W/ PULL CORD - CEILING MOUNTED LIGHT FIXTURE RECESSED CEILING MOUNTED LIGHT FIXTURE RECESSED / DIRECTIONAL FLUORESCENT LIGHT FIXTURE SOFFIT MOUNTED FLOOD LIGHT ® FAN -LIGHT COMBINATION -SWITCHED SEPARATE Q BATH ROOM HEATER SINGLE POLE SWITCH ' THREE WAY SWITCH ! �R RHEOSTAT SWITCH / ♦ TELEPHONE JACK / �] TELEVISION OUTLET ELECTRIC MOTOR ® SPEAKER / VACUUM OUTLET >� DOOR BELL / CHIMES / 1 CEILING FAN 1 / SMOKE DETECTOR / mn STAIR LIGHT I p BUTTON / ELECTRICAL METER / »Q ELECTRICAL PANEL i Q COMPUTER LOCATION / CM CARBON MONOXIDE DETECTOR �l C �. _ _ —FUTURE _ _ _ I 36 KW GENERATOR I IWIT14150AMP. BREAKER I Ic-----------__--___---_ I - - - - _ _ ..... - - - I I KAICOMP.LF GAS EMERGENCY \ / TANK�ESS GENERATOR GAS W/H _.—__ ___--—_. — ._--------------- _..-- _.-- I \ W?P /CsFJ. W1P Gr-J. ELECTRIC DISC. DISC.3W. METER I IRRIGATION i TIMER BOX 1 / I '4-4s - 200 AMP. 60 4rMP I / W/P GFJ. 3 GFJ. GFJ. I ` \ i / / F'J / EEL,ECTR JC CAR GF DRYER I 1 / _ /T I ♦ I / I I i / 44' / R GFJ. IGFJ. I - CART eel WA¢HER i CARPER ° 1 [ I i OJ�ID ��al�s� / / } I ♦ i OF I - ► / / PULL R _ - DOWN - i I R \ OR PR FJ _ - - - STAIR - - I ♦ 7 PC I I \ ♦ I \ \ CM SD \ I - OA II OPENES \ \ 3 3 3 /GFJ. ` �- - - - {- - 1 ♦ \ \ \ PO _di _ I I I 1 I \ I I I I I % \ \ 4 � \ RED ' / 3 Y 44 GFJ_ \ \ I I I E44' / I \MADY \ I I I taFJ. ♦ \ I. I ---- I 1 FIM♦ 4 \ FJ. REF. GFJ. GFJ. / ' I I \I GFJ. I I I I\ \ 1 1 14 LIGOT N\ - \ I I `\ G J. I SbFFiT MOUNTED 1 \ ♦ I [D/IU ` I } \ \ FSWWITC4ED RECEPTACLE GFJ. \ I n4P r �,__ \. lIT" . SEASONAL. LIGHTS \ 1 fiO I I I f 1 i — — — — — — — — — — — — — — — — — — — — — — — — — — — - I ♦ — I � II E I I I ® S I f DI H I}AN 00 I I I TO P LIGHT I I 1 \ I THREE 4 LIGWf LI I I 15E EILINd I E1 ♦ ` I PE T I I I I I CROW OULDI 4G I I f ♦ 4 1 I I \ I I 1 fJ I I I CHA i I I \ \ II I I ♦ 32' TO UNDER 1 . \ GFJ. GAS t LIGHT$ I I I I I ( f } G.H. I I 3REll I i I \ \♦ GFJ. I R I I — — — — — — — — — SOFFIT MOUNTED I 3 \ \ I I} / / lSWI OWED RECEPTACLE I f ♦ - -fslJ IFOR SEASONAL UGHTS I --- EP 3 - WINE nCHI DOOR / I R ` R�c'T G 6 �! - CHIME D�tFFIT _ _7 I /S R,I,/OUNT RECEb1 LES I p CHANDELIER / FOR SEASONALI TS TO FRONT I I R I / / BEHIND CEIUNG I I / / { III i o UI LANDSCAPE E ITO REAR / CHANDELIER CRgWN MOULDING I I LANDS APE / I I / i \ TO SOFFIT I I I OD LIGHTS I I / R/ \ ♦ III / 3g R \* I 1 F-WR REC TACLE / I R R \ \ I f / I / a \♦ I I / / i I I I♦ 3 ._.. ♦ 1 / \ 4 CHIINDEUER R 3 - - \ \ I I \ \ I R \ I it I I /f / � I ♦ \ S I I / W/P / W/P I \ ` ` I I / G.H. I / \ \ ♦ 3 ' ♦ I r-------- / \\ ♦ \ \ SD I / / \ 3 O ` \ NAI ATTIC \ \ CM \ \ I ISOFRT MOUNTED 3R \ ` \ \ ♦ \ ISWITCWED> RECEPTACLE I I / I 3R - ^ ♦ IFOR SEASONAL LIGHTS L \ \ Y AC \ \ \ W/P TANKLESS \ I I \ GFJ. GAS W/1+ \ I / \ \ I _ ` / \ I R R I \ 44 GFJ. 3 CHAELIER i l- - - - - - - - - - - - - - - - / --� -� A/C COMP. / ccc o PO I r TWO PROOF DISC, SP, SL I / - I / -- 1 ----- -- POOL46PA EQUIPMENT LOAD CALCULTION5 GENERAL LIGHTING: 4 8 0 8 SQ, FT AT 3 WATTS/FT 14424 REFRIGERATOR (3 9 1500) 5400 3 SMALL APPL, CKTS 6 1500 EA 4500 DISHWASHER 1800 MICROWAVE 5000 RANGE 12000 EXHAUST HOOD (2 6 500) 1000 GAS WATER HEATER (2 6 500) 1000 TOILET EXHAUST FANS (3 6 500) 1500 GARAGE DOOR OPENER (2 -A 500) 1000 PADDLE FANS (8 6 150) b 0 0 0 DISPOSAL 1000 WASHER 1800 DRYER 5000 ELECTRIC CAR CHARGER 12000 SUMMARY OF GENERAL LOADS 13 424 FIRST 10 KW 9 100% 10 000 REMAINDER rat 40% 25 3 6 9 SUMMARY OF DIVERSIFIED LOADS 35 3615 AHU 01 W/ HEAT STRIP 9 Sb KW 1 1 1 3 6 AHU 02 W/ HEAT STRIP 1396 KW 11 13 6 POOL EQUIPMENT 4000 SUMMARY OF CONTINUOUS LOADS 26212 SUMMARY OF DIV, t CONT, LOADS 61 6 4 1 SERVICE VOLTAGE 120/240 V SINGLE PHASE 2 5 6J3 3 PANEL SIXES TO USE PROPOSED 2 0 0 AMP PROPOSED 15 0 AMP ELECTRICAL FLAN 3/16" ,1'-0" o PROVIDE ARC -FAULT INTERRUPTOR PROTECTION t TAMPER -RESISTANT RECEPTACLES THROUGHOUT THE STRUCTURE o PROVIDE ARC -FAULT INTERRUPTOR PROTECTION TO ALL BEDROOM CEILING FANS t SMOKE DETECTORS n PROVIDE VARIABLE SPEED SWITCHES FOR ALL CEILING FANS n PROVIDE HARD WIRED SMOKE DETECTOR 0 ALL BEDROOMS n PROVIDE S>cjjRrry SYSTEM COMPATIBLE W/ HARBOR RIDGE o ALL WORK SHALL BE PERFORMED N STRICT ACCORDANCE W/ NEL. 201T i OO C]�jL 00 lit 1341 S ✓ LLI 4 1.L c17 L1L i� Lu OL 0 O. am 00 p7q G--- Q9 M ER 1.1.E MINER aliviSl®III1$ 20119 22 APR 21 OF TEN RHA o M -----------------_. ---I H.V,AL, NOBS ' I, VERIFY ALL.ALCULATIONS W/ LICENSED AIR COND. I CONTRACTCR BEFORE PROCEEDING W/ WORK I I 2. THE CONTRACTOR SHALL FURNISH ALL REQUIREDA/C IN6URANCE4 LABOR, MATERIALS 4 EQUIPMENT SHOWN I I 420 015,T COO OR INDICA'ED FOR COMPLETE H.V.A,C, SYSTEM IN I # 42aao es.rjl COOLING ACCORDANCE W/ THESE DRAWINGS, LOCAL CODES I ♦ ' I _ STANDARD MECHANICAL CODE 4NF.P,A.LATEST -- - ----�------------ - - - - -- ___-------- - - __ EDITIONS # `� 3, WORK SHALL BE COORDINATED W/OTHER TRADES i \ ♦ ' ' i TO PREVENT CONFLICTING CONDITIONS I I 4' METAL DUCT — — ` '•' TO SOFFlT PENT DRYER VENTED 4, CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS I I'y ] ' TO EXTERIOR INSPECTIONS FROM GOVERNING AGENCIES 4 I=-,J ♦ ' ' FURNISH A WRITTEN GUARANTEE THAT ALL WORK I ` r-. I / SHALL BE FREE FROM DEFECTS IN MATERIALS 4 I RETURN Alk ♦ 9" X 1151, GRILL ' 1 WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE # 1WCq i I I I i' ✓ _ ✓ YEAR FROM THE DATE OF EQUIPMENT START UP 4 FINAL i I \200 .F,M./ f 611 g„ I ! I I ACCEPTANCE. MANUFACTURER INSTRUCTIONS 4 I ` CD GUARANTEES SHALL BE GIVEN TO THE OWNER I j 50 C.F 5, CONTRACTOR SHALL PROVIDE MATCHED SYSTEM I ♦ 3 0 o RETURN AI ♦ GRILL AIR 6 g' COMPONENTS AS SPECIFIED OR AN APPROVED EQUAL 1 g" X 15" ♦ ♦ GRILL *-I D D I I I i f FOR OPERATION AT THE SPECIFIED ELECTRICAL # IWCD 40 CIF . 40 C F I I I I- - _ I it REQUIREMENTS. AIR FILTERS SHALL BE INSTALLED ON 1 200 C.F,M. 1 I a „ „ALL RETURN AIR EQUIPMENT INLETS. RETURN AIR GRILLS I I - I9 X15 _ _ _ - _ _ 4 - - t _ _ SHALL BE DUCTED BACK TO AIR HANDLING UNIT. ♦ IWCD ' I `I 100 G.F,M.E=f i 4" METAL D�,CT6. SUPPLY DUCTWORK SHALL BE 11/2" FIBERGLASS R-6 TO SOFFIT ENT `6" X 9"INSULATED DUCTBOARD OR FLEX DUCT R-6 INSULATED '5"s° 5`S"IWCD 40 G.F.M. s" ' \ i-` -- - � 1-- - - 1\ ♦ I AS SHOWN ON DRAWINGS, FLEX DUCfi SHALL BE FULLY 6„ X „ `� _ _ ' 6 I I I I ♦ I EXTENDED 4 OPEN IWCD I I I I ♦ I 1. ALL DUCTWORK JOINTS 4 SEAMS SHALL BE SEALED 4 j 50 Cr-M• B' S" b ; X g" TAHREEtdNE HALF TOM UNIT w/ TAPED. FOLLOW MANUFACTURER PROCEDURES FOR ALL ' \ W1 RETURN HEdv STRIP I ♦ IWCD i I I I ♦ \ I SUCH WORK, 1 [ ♦ ` / W1RR� N A!f%lxRILL r — — _ ! i I I 6. A/C UNITS SHALL HAVE A SEER RATING OF 16 OR - I / ♦ I I i �--�-- - I I - -- - - - I �--`� ' _. � _ - - - _ ` I i' DOORS?� BETTER / #! F ` sit I5" vI I I 1 I♦ - 9, PROVIDE BALANCED RETURN AIR FOR PR SURE DIFFERENTIAL I I EXH. WOOD ` i 1 ♦ 180D •F . 0 I PER SECTION bOIA OF THE FL, MECHANICA ODE I I EXETERIOR ! \ 6" X ell P 10 CONDENSATE DR / TO ADD BLEACH I I ' ♦ ♦ 1 i ` ♦ i £ 1WCD - - - - - - T l `1 ♦ I i0. PROVIDE STEM PIPE ,/ TO PREVENT MOLD BUILD-UP j # ` ` I EX14.1400b O C.F.M. , 9 X 15 I A.41L i 1624 1104 IExEIERIVENTTdR - _ � 12 CD � I I # I ell X15° I I I I # I ♦ \ IWCIp I I I I ♦ ♦ 180 r- L I ♦ I I I I I IWCD I I AJ41L • ONE I I 16 2 4 SQ. FT. FIK / — z( A141 i TWO / 1 110 4 $0. FT. f \ � 9" X 6., e" 19kk X 15" IWCD I _ _ # IWCD 240 CIF 1$0 G.F.M. I II L I Ll L] I / a • \i I i ` ♦ I C6"Xall ♦ I _ _ _ I IWCD ` I i no \\ I I f [y� 1 I \ 1 SUPPLY CEILING GRILL I /TI. 1\1,\ ` RETURN AIR „ „ \ \ I ® I - WAY W/ O.B. DAMPER GRILL/ 420Cr-lt` `" „ 9 X 1 \ I SUPPLY CEILING GRILL # �- ,✓ „ RETURN AIR ♦IWC 9 -IWCD \ I ®-' 2 - WAY ill/ O.B• DAMPER I< _ _ �' / - X 15 GRILL 150 G M• \ I / 40 140 P.M, \ \ I SUPPLY CEILING GRILL Ai4 UNIT _ \ \ I 4 - WAY WI O.B. DAMPER Ul TED I ATTIC 6" X 9° IN Vic 6� X "♦ ` ♦ I IWCD 1WCb \ ♦ A #TWo ` I 1 SUPPLY WALL GRILL AC�40 C F M / 40 C \ _ THREE 4 ONE 14ALF TON UNIT W _ _ _ _ _ _ 4 -WAY W/ O.B. DAMPER ` T 996 Kw uEAT sTRIP FILTER RRLEETRN AIR GRILL 'T' STAT 4) + 62" A.F.F. e 9" X 15„ v ` E FLEX DUCT STRAP 161 4`-0" O/C 0 \ \' 14�C F M. / g„ 15" \ \ \ I R-6 INSULATED c \ ♦ �, 40 C.F.1d, - \ \ r I RIGID DUCT, 1 1/2" FIBERGLASS / \ I INSULATED, R-(o - - - 6„ I X v IWC� \✓ _ _ / C.F ® RETURN AIR CEILING GRILL - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - r - A/C COMP. • TWO t L(—c o I 42000 S T.U. COOLING I 1 � RETURN AIR WALL GRILL 1 4' ML-TAL D T \ I I / TO )FFIT Y T QF \ I i.0 O LL l� Lu uj t!) a O CL ID w iL U alYi:loom l" 2011S 22 APR 21 OF TEN MA o M