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HomeMy WebLinkAboutArchitectural Site Plan- Q w a BOND BEAM WHOLE LENGTH OF WALL. (2) #6 T/B W/ # 3 TIE @ 12" OC 1/4" SLOPE (3) #5 CONT 1.5" CLEAR v •:I. ° #3 TIE @ 6" OC COLUMN @ CENTER CENTELIEVERED BEAM. 11"x11". FROM FF OF 1ST LEVEL TO TOP OF 2ND LEVEL WALL. (4) #5 W/ #3 TIE @ 11" OC 14"HOOK ,j r I" I° J I ) I i Iv o _ ok I° WATERPROOF COATING 1.5" CLEAR VERT WALL STEEL 12" SGD THRESHOLD W/ PAN FLASHING #4 @ 8"OC W/ 24"HOOK #4@8"OC- L3/4x3/4KERF DRIP BALCONY DETAIL@ SLAB SCALE: 1-1/2"= V-0" BEAM BEYOND I" "I Io ar ~T ) ° I ro SHEET INDEX A-1 site plan A-2 framing plan A-3 floor plan/elev A-4 sections A-5 MEP A-6 MEP GN-1 general notes PROJECT DESCRIPTION NEW CONSTRUCTION OF A 2 STORY SINGLE FAMILY RESIDENCE ON A VACANT LOT. ZONING INFORMATION: Parcel id: 4511-810-0116-000-4 HIRD (unincorporated St Lucie County) Setbacks as per HOA: front= 14' 1 east side= 8' j west side=8' from neighbor's structure j rear= 5' j height= 35' Lot (approx.): 30'x60' Flood zone: AE 7ft UTILITY INFORMATION: gas: not used sewage: public potable water: public AREA CALCULATIONS: 1st level- conditioned living 550 sf 1st level- garage 298 sf Covered entry 27 sf 2nd level- conditioned living 834 sf 2nd level- balcony 88 sf total conditioned living 1,384 sf total building area 1,797 sf total 1st level buliding area 875 sf allowable 1st level building area n/a lot area 1,800 sf 1st level- conditioned volume 4,950 cf 2nd level- conditioned volume 8,201 cf GENERAL SPECIFICATIONS: 1. SLAB ON GRADE: SOG/FILL/COMPCTION AS PER FOUNDATON PLAN AND GENERAL NOTES 17 2. ROOF: SEE BUILDING SECTION ON A-6, 3. EXTERIOR WALL: SYNTHETIC STUCCO OVER R20 11" ICF W/ 6" CONC CORE BY BUILDBLOCK OR NUDURA OAS. VERT REINF: #5 & 32" OC. MAX HORIZ REINF @ #5 @ 36" OC MAX & WITHIN 8" OF TOP. DOWELS TO MATCH WALL STEEL W/ 30" LAP. 4. NON BRIG INT FRAME WALL: 1/2"GWB OVER 3 5/8" METAL STUD OR 2x4 @ 16" OC. 5. LOAD BRIG INT FRAME WALL: 1/2" GWB OVER 2x4 @ 16" OC, DBL TOP PLATE, SILL PLATE TO FOUNDATION W/ 1/4" x 3.25 TAPCON @ 32" OC- 12" OF JOINTS. LINTELS TO BE (2) 2x12 VERT UNO. 6. NON BRG EXT FRAME WALL: STUCCO & LATH OVER 30# FELT OVER 5/8" COX PLY OVER 2x4 @ 16" OC, EA STUD TO PLATES W/ SIMPSON TSP OR SP6. SILL PLATE TO FOUNDATION W/ SIMPSON 1/2"x5" TITEN HD @ 32" OC=12" OF JOINTS. LINTELS TO BE (2) 2x6 VERT LINO, DOUBLE JACKS. EA JOIST TO TOP PLATE W/ SIMPSON H2.5A. 7.CEILING: 1/2" GWB OVER WOOD PE TRUSS BOTTOM CHORD OR TJI. 5/8" TYRE X GWB AT GARAGE CEILING. 8. EXTERIOR SOFFIT: NON -VENTED STUCCO & LATH OVER FRAMING. 9. INSULATION: R-19 SPRAY FOAM INSULATION @ GARAGE SEPARATING WALL & EXT FRAME_ WALL. R-13 SPRAY FOAM @ GARAGE & PORCH CLG. SEE EXTERIOR WALL. 10. DEFFERED SUBMITTALS: ROOF TRUSSES, GUARDRAILS 11. PORCH CEILING: STUCCO & LATH OVER FRAMING OR PINE T&G PER GEN NOTE 34. RECEIVE") MAR 1 7 1021 perrniwr.0 ID=t aliment r" E U CL ' U) 10 = v CO) - ,� �.� oho. C d o Ln E iD- q 5 + ao d �_ �Zo C LV m ® �C? m N Q •— r� ta =C,) D C J o cM co C J /4 LL U. V U W U z w U 0 Z 0 m W 0 a U U N 1` o Ln G o w 0 w gei sae o C) J LL O < w J W U L ® _ `CD N O w W c .S C < IA V� _S � a N Z_ o LL" r m 0 W (3)w ® p J > L o u �p �yyp a�dy ® u O L C W `� vd a a O W K 7 U) w w CD o r 0 � S z t2 z w Z d < z Z 3 vi Z W 0 ni 0 J J Q F Z cW cL G O U Q 0 site plan 1/31/21 SHEET ®l 4cls P. Q,%Z AR97108 SITE PLAN NOTES: 1. SI I_ SURVEY FOR EXTG ELEVATIONSAND SITE UTILITIES ARCHITECTURAL SITE PLAN SCALE: 1/8"= V-0" � L Y ND M 10'Min. U L 4 Handrail 1 1/4' rain. u ti dial to 2' Maxi 1 1/20 from wall ao 0 Q) 20x12' stringers Mill Cn The rise and run of steps shaLl be uniform In size and shape and the variation cannot exceed 3/8' in the total run. Less than 4,375' MST iRAVEHAEISMETT ORCULAR ET HANDRAIL PERIMER>6114IN. IT' 1*21NCI0.CULAk 01M4IETERf 21N. MAX WITH AMAXIMUM MIW 84 1N. MA CRO'SS�ECTION DIMENSION CF 2IIINCHES 1Va IN. 702>fa IN. 11121N' - zIala IN I S z/�¢ M. 0.01 IN, RADIUS GRASPABLE FINGER RECESSAREA IS REQUIRED ON BOTH SIDES M--• 2 6f101N. CIRCUIL RHANDRAIL NONCIRCULARHANDRAIL For 8I:1 YM 26A mm. For $L1 mW 126.4 mm.. Figure R21t1.8 stlI Rpm 011.7.8.5(2) TYPE 1 HANDRAIL _ TYPE It HANDRAIL MIN. STAIRWAYREQUIREMENTS UNO (3) CONC BALCONY BEAM SEE DETAIL ONA-1. AT ENDS DOWEL MAKE CONT W/ PARALLEL BOND BEAM STEEL 36" LAP I I I I I I I I I I I I FRAMING NOTES: -ALL WALLS SHOWN IN GREYARE LOAD BEARING BELOW -BEAR TRUSSES ON ALL EXTERIOR WALLS TYP JOIST HANGER: SIMPSON IUS3.56 /11.88 TYP LEDGER PERPENDICULAR TO JOISTS: PT (2) 2xl2, FASTEN TO CONC W/ (2) 1/2" x 8" WEDGE ANCHOR @ 16" OC W/ 2" WASHER. SEE DETAIL 1/A-3 FOR CANTELIEVERED TJI: BEAR TJI ON FRAME WALL BELOW (W/ PAD OF GLUE TO PREVENT SQUEAKS). TJI BLOCKING BETWEEN JOISTS AS PER DETAIL PB1 IN MFR INSTALL INSTRUCTIONS. (2) 1-1/8" TJ RIB BOARD -ATTACH TO JOIST WITH ONE 10D NAIL AT TOP AND BOTTOM FLANGES. BEAR STAIR STRINGER ON WALL BELOW '�1 r SIMPSON LTT19 TOP @ 48" OC, 5/8" WEDGE rl ANCHOR W! 4" EMBED, MATCH JOIST ON EA END r,> - SUB FLOOR OVER TJI P P Pal . LEDGER AS PER - * FRAMING PLAN i> b t }}r n7 6 P I; 5/8" SHIM P' #5 ­i .. 1a �TL - b...'.el..:: O.1.T1 _'P 21 LEDGER DETAIL SCALE: 1-1/2"= V-0" 1 \ / 2 \ / 3 TYP LEDGER PARALLETTO JOISTS: PT (1) 2xl2, FASTEN TO CONC W/ (2)1/2" x 5.5" WEDGEANCHOR @ 48" OC W! 2" WASHER i•r FRAMING �N/ I I REINFORCED CONCRETE BEAM (I{ "I COLUMN VERTICAL STEEL - STANDARD HOOK TO BEAM AS III ( PER GEN NOTES IN II =yl II II ` Id E W I GRAY -DOWEL j I II I II BLACK- MAIN STEEL II it { COLUMN VERTICAL STEEL - DOWEL TO SLAB/FOOTING BELOW I) II r II W/ LAP AS PER GEN NOTES - It II II ° I CONCRETE FOOTING RCC TYP. CONNECTION DETAIL SCALE: 3/4"= V-0" #3 SINGLE LEG STIRRUP @ 8"OC, NO STIRRUP #6 REBAR UNO ON D&W SCHEDULE, <4'W LINO ON D&W SCHEDULE DBL FOR >6'W IIL IIII rl , 0 II II" II E IprJII N IIII 12' MAX. 'MIN IIII III . IrI III '. JAMBS UNO: (1) #5 REBAR <6'W ' I I III III{ � III Iq) c III. (2) #5 REBAR >6'W _IIII fII ' IIII WOOD BUCK III ' IIII ` III IpI -III , IIII; 111 1p{_ __ `III — IIfI- — `---_ _ =IT — IIr III II I II I = I (1) #5 DOWEL 2 95 REBAR ICF WALL REINFORCEMENT AT OPENING SCALE:NTS CEMENTBOARD PVC LINER (3) 2x4 PT CURB —TILE OVER.25"/12" CEMENT SLOPE _If 2" DRAIN PLY SUBFLOOR .25"/12" CEMENT PRESLOPE TYP SHOWER PAN DETAIL SCALE: V= l'-0" et DRYWALL RETURN WINDOW FRAME W/ NAILING FIN NEW PT 1x BUCK @ JAMBS & HEAD, ATTACH TO 2x W/ 6D NAIL @ 12" OC CUT & FILL FOAM TO ALLOW FOR NAILING FIN s i FROM PT 2xl2- RECESSED MOLDABLE FLASHING + +rp (2) 1/4"x3.25" TAPCON @ 8" OC T� TYP OPENEING BUCK DETAIL SCALE: 1" 1 -0" j PT BUCK AS PER GEN NOTE #A�:, G.DOORTRACK(2)#5 C TRIM & WEATHERSTRIP GARAGE DOOR BUCK DETAIL SCALE: 1"= l' O" FOUNDATION NOTES: -RECESS SGD & GARAGE DOOR THRESHOLDS 2"- VERIFY EXACT DIMENSIONS WITH SUPPLIER/MFR -SEE GENERAL NOTE 17.2 FOR DOWEL LOCATIONS -SEE BUILDING SECTIONS FOR MORE DETAIL 2 3 1 2 3 T A-4 A-4 A-4 A-4 q 4 a ------------ ROOF FRAMING PLAN SCALE: 1/4"= V-0" f— 20x30 ATTIC ACCESS TYP UPLIFT STRAP: SIMPSON HETA 20. USE SIMPSON HSTM16 ON OUTSIDE FACE FOR MISSED EMBEDED ANCHORS FOUNDATION / SLAB PLAN SCALE: 1/4"= V-0" .. c0 a` I` CD E O C. u = U a) 'aQ ooLo E + N r o m C7 N � o E N '— Ml� In oN (h �2(0 r) 0 C+�M J o co C c`a ILL. U. U Z U ❑ 0 U "e W 0 a U LL W h 2 i` Lr) O LL ❑ � a O W M > o U J IL ❑ Q Z W U ° w tf ® N W �I m w U W N s��qq WI N N ❑ •ri J � u W a �/ � o WI w \ O J LI_ m z W 0 I ^ V L � 0 O Lu Z cc a O UJ W '^ K UJ ZW 00_ O A � a U O Z to W W U' Z� Q 3 a. C6 z O a vQi W O J F LU W O U F Q O O framing plan 1/31/21 SHEET ACTUAL D.B.O. T. (WxH) LINTEL LINTEL TYPE D PRESSURESO.yy. W 1.1 37 9, 50.8 1/EXT 3-Ox4(-2 6-8 TYP CASEMENT _�£+ �S+E�E �DETAIL 001�•? „r W3 37.9,-50.8 1/EXT 3-Ox4-2 6-8 SEE TYP DETAIL CASEMENT V/#.'17 14... , f#Q1Liti WS 37.9,-50.8 1/EXT 3-Ox3-2 6-8 SEE TYP DETAIL CASEMENT ON 77 337.}9, 50.88 2/EXT 3-Ox2-0 SEE TYP DETAIL CASEMENT [yWr �8y-0} W9 37.9,-50.8 2/EXT 3-Ox2-0 8-0 SEE TYP DETAIL CASEMENT /� . �Y{ rpry�y �"�lM,JU�NE 5 eY.nF , qy t+ ys� }yy yk. j( G1Y W11 37.yy9yy,-50.¢¢8�� 2/EXT 3 OxS-0 88-0 SEE TYPDETAILDETAIJL ~" t Ni.''4i ln�'; •'.. r k:� ..-!"�X„�' . ,. ."J'�r .'t.r rt':. . yCASEMENT ( 37...��9yy,-50y.8 2/EXT 3-Ox5-0 8yy-0 SEE TYP DETAIL CASEMENT ryW11gq3 �7 SEE GEN NOTE 26 DOOR SCHEDULE D2 36.2, 47 3 1/ EXT 6 Ox8 0 ISEE TYP DETAIL 12 PANEL SGD ., ' 3.3:�a,+Si�..:; .•,:�;� _{:.. 7:1*'i'1� , E��tft; ' . 4�Viw^t��i�"E30(5} '`.` D4 36.2, 47.3 2/ EXT 6-Ox8-0 ISEE TYP DETAIL 12 PANEL SGD SEE GEN NOTE 26 1 2 A-4 A-4 COLUMN AS PER BALCONY DETAIL ON A-1 T3 A-4 TEMPERED PRODUCT APPROVAL AFFIDAVIT GLASS TYPE ID1 BUILDINGDIP 2 PRODUCTDP TYPEs MFR MODEL...O . —11 GL'St+ptit�,*' '. _'°`,."'r;,..', 3^„-6f,::, IMPACr'" b Hurf `ne Impact F! f5,19.2. A41, t : °:, RSL DQ,OR DOOR JOVERHEAD ALL 50, 60 N/A DAB Hurricane Master NOA 20-0901.19 `sir•: °,.'� `. ALts L. -- N/A. PGt SGD 55 4':F'.;: :5. NOA sA-042905 fi k±l1. ? , .. ,;,' e^6D .,=' WINDOW CASEMENT ALL 65,.70 IMPACT PGT CA-5540 NOA 20-0402.03 7 f 77777177�0 {=s, 90 =�: PGT', ,.: HR 5516.'; `.. t�OA p-04�6 01 41� >.. , . -.� . At1. :r :q'. IMPAt51' : WINDOW FLOOD VENT 100-100 N/A Smart Vent 1540-520 FL 5822.3 V� iCtfalA ,.`,1I�15f3'Vk f:, t"1 463 N/A: mart Vent 1546-520, FL58 2.3 ROOFING UNDERLAYMENT ALL I IN/A N/A Englert Metal Man HT NOA 20-0721.09 k .{..b'� Y A5 4.25 a d, "18•S 07 clip.' ? oc Ionifetdial -. - •' ""' 'f'--; ,. " Ts `I'< edge N A.' Value Metal 1.5' SS ;: id0A9-0709 _', 1.'ID' as per door & window schedule, or all meaning worst case of all similar items of that type. 2. If building dp are left blank- see door & window schedule or design pressure chart. 3. This affidavit is only to verify product's compliance with wind loads. 4. Unless products are specifically submitted for verification by contractor, they are assumed. 5. If glass type is not specified more than 'Impact', may use any of the impact glass type in the install instructions to achieve the stated building design pressures. 6. If fasteners is left blank, may use any of the specified attachment methods in the install instruction matching structure provided to achieve the stated building design pressures. 7. I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. FLOOR PLAN NOTES: 1. INTERIOR DIMENSIONS ARE TO FII 2. EXTERIOR DIMENSIONS ARE TO S' 6'4" D2 4 pantry ih Q r DW a N KITCHEN / LIVING 3'-4 1/2" Fo r: m in 0000 00 IN 010,ia, do u eV Q N � rn re v HWH � N 4 N q' V.P. ti � N GARAGE _ 1'-5 3/16" ih 2- - 09 3'-31/2" - N 3 M 2-Ox6-8 r\\— — — — — — — — HB 5 �� \ / m � x � IA '� 22 / \ v 3 5'-5" 3'-811/16" T-45/16--� 24 WALL LEGEND ID DESCRPTION SPECS REINFORCED CMU WALL SEE BUILDING SECTIONS ICF WALL SEE GENERAL SPECIFICATIONS ON A-1 REINFORCED CONC COLUMN SEE COLUMN SCHEDULE EMMEIIIIIII NON BRG INT FRAME WALL SEE GENERAL SPECIFICATIONS ON A-1 NON ERG EXT FRAME WALL SEE GENERAL SPECIFICATIONS ON A-1 LOAD BEARING FRAME WALL SEE GENERAL SPECIFICATIONS ON A-1 EAST ELEVATION SCALE: 3/16"= V-0" ELEVATIONUIEST SCALE: 3/16"= V-0" SOUTH (RIVER) ELEVATION SCALE: NIB"= V-0" NORTH (STREET) ELEVATION SCALE: 3/16"= T-0" u (0 a` � 0 E O d - = E� U CL v a) 0. =tr...'Op'f6 C 10, CM Q Nd Q O m p C QC�M C1 .U) v p c,.) ti to 2=toO 4% U) Y D C r L LL fY U W U ❑ F z 0 w Q. n U U a m u, r„ o w a M o Lu w fW V LL ❑ W U w ® Co U �v LJ..1 W C � W MCI J m z � ®'® CL1LL / O m z S2 ate+ W > W tCi D o ° LLI Z w a a O �d W Z= � w r _y Co z z o r a U z r w u, c9 ❑ a 5 a of z 0 u� 9 J Q OO z W �c G O U W Q floor plan/elev 1/31/21 SHEET A=3 1ST LEVEL FLOOR PLAN SCALE: 1/4"= V-0" NCIS P. AR97108 �c�sr ......;.aN2cj EL & STICK OVER 518" PLY OVER R20 SPF INSULATION EXTERIOR WALL PER GEN SPECS 3/4" PLY SUBFU OVER 11-7/8" TJI 51 16 SEE DETAILA-2 8" OVERPOUR W/#5 CONT 12" CMU STEMWALL W/ #5 & 32" OC. POUR SOLID CONC GRADE BEAM: 11 5/8"W x 24"H W/ (3) #5 TOP/BOTT W/ #3 STIRRUP @ 12" HELICAL PILES W/ NEW CONSTRUCTION BEARING C EMBED INTO GRADE BEAM THICKENED AREA. LOAD ACTUAL: 26KIP UNFACTORED & W/O SAFTEY F SECTION 1 S-N SCALE: 1/4"= V-0" STAIR 1: BRICK OR TILE VENEER OVER CONCRETE ON GRADE STAIR 2: (3) 2x12 STRINGERS W/ 2x4 SISTER @ THROAT. ALTERNATE STRINGER: 11-7/8"x1.5" LVL. 2x TREADS, CONNECT STRINGER TO HEADER W/ LEDGER AS PER SECTION & SIMPSON H2.5A- CONNECT STRINGER TO CONC SLAB W/ PT 2x4 LET -IN KICKPLATE W/ 1/4"x3 1/4" TAPCON @ 16" OC STAIR 3: BRICK OR TILE VENEER OVER CONCRETE ON GRADE STAIR 4: STRINGERS SAME AS STAIR 2. LANDING: 314 PLY OVER 2x12 @ 16" OC- SINGLE 2x12 RIM JOIST OVER 2x4 @ 16" OC FRAME KNEE WALL W/ 1/4"x3.25" TAPCON @ 16" OC KEYNOTES: 1. STAIR STRINGER LEDGER: 2x8, ATTACH TO WALL W/ (3) 3" SCREWS PER STUD, SECURE STRINGERS TO HEADER W/ FACE SCREWED BLOCKING. 2. 2x12- BEAR ON WALL CONC BALCI _- . SECTION 4 W-E SCALE: 1/4"= V-0" 61"1 � SCALE: 1/4"= 1'-0" ROOF/ UNDERLAYMENT/ SHEATHING AS PER GENERAL SPECS - METAL DRIP EDGE TBD BY ROOFING CONTRATOR PE TRUSS AS PER FRAMING PLANS - INSULATION AS PER GENERAL SPECS STRAP AS PER FRAMING PLAN METAL DRIP OVER PT WOOD DRIP OVER 3/4"x5.5" PVC FASCIA TRIM- FASTEN TO SUBFASCIA W/ 2.5" TRIM SCREW (2) @ 24" OC OVER 2x4 SUBFASCIA TO TRUSS ENDS W1(2) #16d NAIL. 4.25" TRUSS HEEL. EXTERIOR SOFFIT AS PER GENERAL SPECS EAVE DETAIL SCALE: 3/411= 1'-0,, -1' (7.0 navd E J: CLG AS PER GENERAL SPECS AND RCP WEST EAVE DETAIL SCALE::3/4"= 1"-0" iL r I' E 0 U CL 2 0 U U) C , c Q 0 CD = = r Q �+Mc0� CL0 ? m N M c�uo4M c J o U r C J LL LL O 4- U z w J U 0 w r QU K r Z O U c>C r W a O a U LL U w a m y z r O 0') w O V C"7 w W J L.L zw o w U w W + CO U LLJV K w z a CD < o 5 J Lm W (D D W � //�� V •� ® w 0 uj z w a w a U w F W z w w � LLO N N yy z o � a U O Z_ N r Z W g W U' 0 z 5 C6 z w 0 a a F Z W O U LI Q 0 sections 1 /31 /21 SHEET A=4 O F, FL P. L/'e %T7 AR97108 SECTION 2 S-N SECTION 3 S-N SCALE: 1/4"= V-0" SCALE: 1/4"= T-0" VOLTAGE 2081120 PANEL: RP MAINS BRK 126A AT 10 KAIC PHASE: 1 WIRE 3 MOUNTING: SURFACE MAINS LUGS ONLY AMPS GRD.BAR (YES) LOCATION: GARAGE MAINS BUS 125A AMPS (CU) MFR / TYPE: SQUARED DWG. NO. Et ENCLOSURE: DESCRIPTION BKR CKT. NO. A g CKT. NO. BKR DESCRIPTION P AMP AMPJ P LIVING ROOM AREA (EAST SIDE) 1 20 1 2 20 1 MASTER BEDROOM LIVING ROOM AREA (WEST SIDE) 1 20 3 4 20 1 2ND FLOOR BATHROOM LIVING ROOM AREA (NORTH SIDE) 1 20 5 6 20 1 BEDROOM 1 AND HALLWAY GARAGE AND ENTRANCE HALLWAY 1 20 7 8 20 1 BEDROOM 2 AND LAUNDRY RECEPTACLES 1ST FLOOR BATHROOM 1 20 9 10 15 1 SMOKE DETECTORS WATER HEATER 2 30 11 12 30 2 3 TON CONDENSER 13 14 AIR HANDLERS 2 15 15 16 30 2 ELECTRIC DRYER 17 18 ELECTRIC OVEN 2 20 19 20 40 2 ELECTRIC COOK TOP 21 22 SPACE 1 20 23 24 20 1 SPACE . # 1 s il 21 E1 110V DUPLEX RECEPTACLE E2 110V GFCI DUPLEX RECEPTACLE E3 120V RECEPTACLE recessed forty E4 220V RECEPTACLE E5 110V DUPLEX. RECEPTACLE w/ water protected box L1 LED RECESSED CAN LIGHT L2 FLUSH MOUNT CLG LIGHT L3 FLUSH LED STRIP LIGHT L4 VANITY WALL LIGHT L5 SHOP LIGHT L6 CHANDELIER LIGHT L7 PENDANT LIGHT LB UNDER CABINET LIGHT L9 EXTERIOR WALL SCONCE L10 WALL MOUNT READING LIGHT L11 EXTERIOR MOTION DETECTOR LIGHT L12 FLUSH MOUNT CLG LIGHT- wet location S LIGHT SWITCH Sm LIGHT SWITCH- motion detector EX EXHAUST FAN EXL EXHAUST FAN WITH LIGHT FL FAN/ LIGHT COMBO JB JUNCTION BOX SD SMOKE DETECTOR- INTERCONNECTED, HARDWIRED W/BATTERY SA ACSUPPLYAIR CEILING GRILLE RA AC RETURN AIR CEILING GRILLE EX EXHAUST FAN VE2 E-dw E-gd E2, Eg-oven E--mw r r E-ref Lb rI I NI x i III II I I t i i r i SD _ /ISO w li r 1 ',. Ext �!I I = NEW METER O am i� a N N #a cu C.W.P. NEW FOOTING STEEL UNDERGROUND SERVICE WIRE SIZE BY ELECTRICAL CONTRACTOR SCALE: N.T.S. U-------------- L11------------ I I OI I Jt ml I UI F-I I ¢I I �I I wl I I I r I SD I r I r / I l I I a I � I I l � 8!C I 1 I l i i © E-washe E-drye 1ST LEVEL POWER PLAN n 2N® LEVEL POWER PLAN SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" CONTRACTOR SHALL INCLUDE ALL LABOR, MATERIALS, TAXES, INSURANCE, TOOLS AND SERVICES NECESSARY TO FURNISH, DELIVER, INSTALL, TEST AND PLACE IN SATISFACTORY OPERATION, THE EQUIPMENT AND SERVICE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING ALL TESTS AND INSPECTIONS AND GIVE THE OWNER REPRESENTATIVE TIMELY NOTICE OF THE DATE FIXED FOR SUCH TESTS AND INSPECTIONS. FEES FOR SUCH TESTS OR INSPECTIONS SHALL BE PAID BY THE CONTRACTOR AND LAWFUL CERTIFICATE OF SUCH TESTS OR INSPECTIONS SHALL BE DELIVERED TO THE OWNER REPRESENTATIVE. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE STATE AND MUNICIPAL CODES. NO WORK SHALL PROCEED BEFORE OBTAINING NECESSARY PERMITS, COPIES SHALL BE DELIVERED TO OWNER REPRESENTATIVE, NO DEVIATIONS OR CHANGES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM THE OWNER REPRESENTATIVE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AN "AS BUILT" SET OF DRAWINGS. THESE DRAWINGS SHALL BE PRODUCED ON A CAD SYSTEM AND ONE SET OF PAPER DRAWINGS AND A USB STORAGE DEVICE CONTAINING THE DRAWINGS IN .DWG OR .DXF FORMAT SHALL BE TURNED OVER TO THE OWNER AT THE CONCLUSION OF THE PROJECT. UPON COMPLETION OF WORK CONTRACTOR TO TURN OVER TO THE OWNER REPRESENTATIVE FOUR (4) COPIES OF CERTIFICATE OF OCCUPANCY AND/OR UNDERWRITERS CERTIFICATE. CONTRACTOR SHALL VERIFY EXISTING CIRCUITS, BALANCE LOADS ON EACH PHASE AND PROVIDE A REVISED PANEL SCHEDULE, ALL INTERIOR CIRCUITS SHALL BE "EMT" WITH COMPRESSION FITTINGS WHERE APPROVED FOR USE UNLESS OTHERWISE NOTED. ALL WIRING TYPE SHALL BE "THWN" COPPER STRANDED CONDUCTORS UNLESS OTHERWISE NOTED. ALL CIRCUITS SHALL HAVE A SEPARATE GREEN INSULATED GROUNDING CONDUCTOR TERMINATED ON THE GROUND BUS IN THE PANEL. GROUNDING CONDUCTOR SHALL BE THE SAME WIRE SIZE AS THE PHASE CONDUCTORS UNLESS OTHERWISE NOTED OR REQUIRED BY THE LATEST EDITION OF THE NEC. ALL WORK SHALL BE COMPLETED DURING NORMAL WORKING HOURS UNLESS OTHERWISE NOTED. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL WIRING AND CONDUIT, REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF ANY. BEFORE SUBMITTING BIDS, CONTRACTOR SHALL VISIT SITE, INVESTIGATE ALL EXISTING CONDITIONS AND DIMENSIONS AND INCLUDE IN BID THE COST OF THE WORK PLUS THE COST OF OVERCOMING ALL DIFFICULTIES DUE TO EXISTING FIELD CONDITIONS. NO PART OF THE WORK SHALL BEGIN BEFORE ALL EXISTING CONDITIONS ARE CAREFULLY CHECKED AND DISCREPANCIES ON THE DRAWINGS ARE REPORTED IN WRITING TO THE OWNER REPRESENTATIVE. IT SHALL BE ASSUMED THAT THE CONTRACTOR HAS FULL KNOWLEDGE OF ALL DEVICES TO BE INSTALLED. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BEAR THE LABEL OF UNDERWRITERS LABORATORIES AND SHALL BE LISTED FOR THE PURPOSE FOR WHICH THEY ARE TO BE USED UNLESS MATERIAL AND EQUIPMENT IS OF A TYPE FOR WHICH UNDERWRITERS LABORATORIES DOES NOT LIST OR PROVIDE LABEL SERVICE. CONTRACTOR SHALL INSTALL ALL NECESSARY FIRE BARRIERS WHERE CONDUIT AND/OR CONDUCTORS EXTEND THROUGH FIRE RATED FLOORS OR WALLS. FIRE STOPS SHALL BE INSTALLED PER AUTHORITY HAVING JURISDICTION AND/OR SPECIFICATIONS, WHICHEVER IS MOST STRINGENT. THERMOSTAT- MOUNT 54" ABOVE FLOOR UNLESS OTHERWISE NOTED. FURNISHED BY MECHANICAL CONTRACTOR INSTALLED BY ELECTRICAL CONTRACTOR. CONTRACTORS ARE REQUIRED ABIDE BY THE RULES AND REGULATIONS AS STATED IN THE LATEST WINDMILL VILLAGE ASSOCIATION ISSUE. IT IS MANDATORY THAT THEY OBTAIN AND READ A COPY BEFORE STARTING ANY WORK REFER TO DRAWING M1 FOR SUPPLEMENTAL GENERAL CONDITIONS FOR MECHANICAL AND ELECTRICAL TRADES r r � r � r � r � r � r \ r � r �2" z�� r V.T.R. MAIN VENT r r / LINE ABOVE ROOF r / r r r I l r I rr I I rr ( I I r r Ii-vz^ I MARKS REPRESENT TOP OF ---�-""`�J-- 2ND FLOOR. CEILING JOISTS (� \ 1 I p1 3„ P2 I t-1/2" I i t/2" I I P2 I MARKS REPRESENT TOP OF 2ND FLOOR. 1 1/2 C/O LOCATED ON LEFT SANITARY PIPING SHALL BE LOCATED 3" SANITARY LINE SHALL DROP BELOW 2ND FLOOR OUTSIDE WALL BETWEEN FLOOR JOISTS @ 4" PER FOOT I JOISTS WITHIN 2FEET OF OUTSIDE WALL AND SHALL el nor RUN PERPENDICULAR TO FLOOR JOIST BEFORE P SANITARY RISER DIAGRAM 2017 Dwelling Unit (Electric Service & Feeder Load Calculator 220.12 General Lighting Load 3 va/fe of floor area, including unused space adaptable for future use. Floor Area 1384 ft' 4,162 va Basement Floor Area ' *.. ^T# it, va 220.52(A) Small Appliance Load 1500 va for each 20 amp branch circuit required per 210.1(C)(1) in EACH kitchen, pantry, breakfast room, dining room, or similar areas. # of Small Appliance Branch Circuits 1500 va- 3,000 va 220.52(B) Laundry Load # of Laundry Branch Circuits =0x 1500 va = 1,500 va Total General Lighting & Appliance Load= 8,662 va 220.42 Lighting Load Feeder Demand Factors First 3000 or less at a00% 3,000 va From 3001 to 120,000 at 35% 1,978 va Remainder over 120,000 at 25% - va Total Lighting Demand Load- va 220.54 Electric Clothes Dryers Qly 1 Electric Dryer #1 5 Q0 kw 5,000 w Qly ''•;3,x Electric Dryer#2 "v 0,", kw w 220.65 Electric Cooking -Ranges, Stove Tops and Wall Ovens Qty kw Qly kW Qtykw Electric Cooking Demand Loatl= , �.w 220.61 Fixed Electric Space Heating Loads or Air Conditioning Load: Fixed Electric Space Heat#1 q03: kw AC#i/Geo 17S R %.S TdO 1.7 kva Fixed Electric Space Heat #z Riou .� ' ¢j' ^ kw AC#a/Geo k T'0 :3 1.7 kva Fixed Electric Space Heat#3kw AC#3/Geo 17 SEER %Sion 1.7 We Fixed Electric Space Heat#q kw AC#q/Geo „ ^1;4rr a kva Fixed Electric Space Heat#5 AC#5/Geo kva Total Heat& AC Load.-,�. 5,351�":va 220.14 Appliance load —Dwelling Units QN Description valwattsl DIN Description valwaltsl a '- YWelecA+letlfef '- YWelecA+letlfef t '. 3i)4 `_ ` i Reftlgerefnr 7:A40�. p ' � ems; [ S""T..� d � � n.•k 0.. Total Connected Appliance Load - 4,520 va 220.63 Appliance load -Dwelling Units Total Appliance Demand Load = = 3,&903. va 220,50 Motor Loads @ 120 volts Chu Description valwattal Do, Description valwattsl ' `%1I2hpGarbage Dispose -475: "'-, vx �* 123tIRGar/PootOBq.�. ,,x 2 C e Y akLt itiiu 1, Total Motor Load = 625 va 430.24 Several Motors or a Motor(s) and Other Loads) 25% of Largest Motor Load - 94 va Total Motor Demand Load - - 79$«va TOTAL CALCULATED DEMAND LOAD in Volt-amperes = 27,438 va TOTAL CALCULATED DEMAND LOAD in AMPS @1201240V 1ph3W - `}qA. amps EXISTING SERVICE SIZE NEW J AMPS MINIMUM SERVICE SIZE ,�:"?j fi:; AMPS -ACE SIZE REQUESTED - r"rr, amps Note: Electrical contractor to verify accuracy and completeness of load calculation. I DROPPING DOWN INTO BACK RIGHT CORNER OF I FIRST FLOOR GARAGE. I I � A CONTINUE SANITARY LINE TO PS I EXISTING SITE SANITARY AT A r p6 MINIMUM J" PER FOOT SLOPE 4" P5 1-V2 11-1/2" CD C/O LOCATED AT BOTTOM OF EXPOSED RISER ON BACK OF GARAGE WALL in to a0 to ) Uto to LU j P U v ` o_ m Q =..ono• m •'3 NCO In � eN N L m �. AR97706 :-� SCALE PAINAS'O 1IC OVER THE RANGE MICROWAVE MMODEL NN-SE-284S WITH 3'X 10" RECTANGULAR _.TOUGH THE WALL VENT. .. _ REFNETS a & z FLARE PIPING DOWN FROM 2ND FLOOR TO AIR HANDLER LIVING -'sI DAIKIN SPLIT SYSTEM WALL MOUNTED AIR HANDLER MODEL FXAQ09PVJU � m GARAGE 1ST LEVEL FLOOR HVAC PLAN SCALE: 1/4"= V-0" i 255X12X941 CONNECTED HANDLER SEE (CONFIRM 25 s SECT AA I v NIR nHrvuLcrc --- DAIKIN SPLIT SYSTEM WALL MOUNTED AIR } 1 r HANDLER MODEL FXAQ07PVJU (7,500 BTU) REFNETS o & 2 PIPING TO AIR j HANDLER ON 1ST FLOOR -- MASTER BDRM i r ' ' 1 I CLOSET PLUMBING CONTRACTOR TO PROVIDE CONDENSATE DRAIN LINES TO VICINITY OF NOTED AREAS, HVAC CONTRACTOR TO -- COMPLETE CONDENSATE DRAIN TO AIR HANDLER, 2 SUPPLY OR RETURN AIR DUCT LOCATED IN UNCONDITIONED SPACE SHALL HAVE WITH INTERNAL INSULATION AND 1-112" EXTERNAL INSULATION. DUCT TO BE MADE TIGHT.. 3` DUCTED SUPPLY AIR REGISTERS REQUIRE OPPOSED BLADE DAMPERS. REGISTER 6" BOOT SHALL BE EXTERNALLY - INSULATED. 4 PLUMBING CONTRACTOR SHALL COORDINATE WITH ICB CONTRACTOR LOCATION OF ALL WALL PENETRATIONS SUCH AS SHOWN IN SECTIONS "AA" & "BB" AND FOR THE SECOND FLOOR BATHROOM EXHAUST FAN, SECOND FLOOR BATHROOM EXHAUST SAME AS 1ST FLOOR. TYPICAL HART" & COOLEY VHD SUPPLY REGISTER 14 X 4 WITH ACME #59, ANGLE REGISTER BOOT 6" ROUND TO W-ANDINSULATED FLEX TO 6" PLAIN CLOSET -- DAIKIN DUCTED AIR MODEL # FXMQ`I (N 197 FACTORY DIMEN�ON TRANSITION8-11 S� BEDROOM 117 C FM I 8 - HART & COOLEY RETURN AIR FILTER GRILL PART NO. 659,24 XII14 CONNECTED TO 24 X 14 1I_._-DiF-FUSMBOX.40',,DEEP-WITH.12"-START-. - -.. ► a COLLAR TO12'FLEX HALL ROUND DRYER EXHAUST ICT RUN UNDER -THE LAUNDRY IOM FLo.OR 117 CFM ;LOSET BEDROOM FLOOR2ND LEVEL &W TION ELBOW 8X8 (CONFIRM )24X8 a S , FOLLOW MANUFACTURERS REFRIGERANT INSTALLATION SPECIFICATION DETAILS FOR SPECIFIC REFRIGERANT PIPE SIZES AND ROUTING. 7 , PROVIDE CONCRETE PAD FOR CONDENSING UNIT. _ rAxC 8 INSTALL TURNING VANES IN FLAT ELBOWS AND TEES UNEQUAL TURNING VANES SHALL BE INSTALLED BXC AT ALL ELBOWS OR TEES WITH AN UNEVEN r-----------T -- CROSS-SECTION BETWEEN INLET AND OUTLET UNEQUAL TURNING VANES REFRIGERATION PIPING NOTES 1. ALL PIPING SHALL BE "K" ACR TYPE COPPER MEETING THE REQUIREMENTS OF ASTM B280-B, SUBMIT FABRICATION DRAWINGS FOR ENGINEERS APPROVAL. PIPING INSTALLATION SHALL FOLLOW DETAILS ON THESE DRAWINGS AND MANUFACTURER'S WRITTEN RECOMMENDATION. PIPE SIZING TO FOLLOW MANUFACTURER'S WRITTEN RECOMMENDATION. SUCTION OIL LIFT TRAPS, MUST BE INSTALLED AT EACH ELEVATION CHANGE. PIPES SHALL BE BRAZED WITH SIL•FOS OR EASY FLOW IN A BATH OF A NITROGEN FLOW, A CLEAN PIPING SYSTEM IS ABSOLUTELY CRITICAL FOR PROPER OPERATION. PIPING ACCESSORIES SHALL BE SPORLAN OR ARCO. 2. USING NITROGEN PERFORM A POSITIVE PRESSURE TEST AT 450 PSIG FOR 24 HOURS AS DIRECTED BY THE MANUFACTURER INSTRUCTIONS 3. DRAWN A VACUUM ON SYSTEM WITH VACUUM PUMP TO200 MICRONS USING A VACUUM GAUGE CALIBRATED IN MICRONS. DO NOT USE COOLING COMPRESSOR TO EVACUATE SYSTEM NOR OPERATE IT WHILE THE SYSTEM IS UNDER HIGH VACUUM. 4. IN PRESENCE OF ENGINEER BREAK VACUUM WITH FREON AND RE-ESTABLISH VACUUM TEST. VACUUM SHALL HOLD FOR 24 HOURS AT 200 MICRONS WITHOUT COMPRESSOR RUNNING. 5. CONDUCT TESTS AT 70'F AMBIENT TEMPERATURE OR ABOVE. 6. ALL PIPES TO BE INSTALLED IN ACCORDANCE WITH EQUIPMENT MFG. INSTALLATION MANUAL, 1. ALL REFRIGERANT LINES AND CONDENSATE DRAINS TO BE INSULATED WITH IX THICK ARMAFLEX INSULATION. OUTDOOR INSULATION TO BE COATED WITH TWO COATS OF ARMAFLEX OUTDOOR COATING. GENERAL HVAG NOTES 1. CONSTRUCTION STANDARDS AND RECOMMENDATIONS OF S.M.A,C.N.A.SHALL BE FOLLOWED WITH RESPECT TO CONSTRUCTION, INSTALLATION, AND THE SUPPORTING OF ALL DUCTWORK. DUCTS SHALL BE SEALED IN ACCORDANCE WITH S.M.A.C.N.A. CLASS C. ALL DUCTS (EXCEPT FLEXIBLE RUNOUTS) SHALL BE GALVANIZED SHEETMETAL. 2. DIMENSIONS ON DRAWINGS FOR SUPPLY, RETURN, AND EXHAUST DUCTWORK ARE OUTSIDE DIMENSIONS. INTERNALLY LINE ALL DUCT ALLOWING FOR 112" INSULATION. 3. INSULATION SHALL BE ARMACELL AP CONTAINING MICROBAN ANTIMICROBIAL TECHNOLOGY TO MEET CODES AND HEALTH STANDARDS. INSULATION SHALL BE GLUED AND PINNED AND OF A THICKNESS/ DENSITY TO PROVIDE A VALUE OF R-2.1. INSULATE DUCTWORK EXTERNALLY WITH REFLECTIX INSULATION WITH A VAPOR BARRIER AND OF A THICKNESSIDENSITY TO PROVIDE A VALUE OF R-7. ALL RAW EDGES OF INSULATION SHALL BE SEALED WITH SHEET METAL, GLUED AND FASTENED. 4. DUCT TRUNKS SHALL BE ISOLATED FROM UNIT VIBRATION WITH THE USE OF APPROVED FLEXIBLE CONNECTORS IN BOTH SUPPLY AND RETURN DROPS, PER NTRA. 90A, INSTALLED PER S.M.A.C.N.A. 5. INSTALL TURNING VANES IN ALL 90'F DUCT ELBOWS AND AT DUCT'TEES'. DO NOT INSTALL AIR VOLUME EXTRACTORS OR SPUTTER DAMPERS. REFER TO DETAILS, 6, ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE FOR THE CONVENIENCE OF THE CONTRACTOR AND SHALL BE VERIFIED AND COORDINATED IN THE FIELD BEFORE INSTALLATION. 7.. VERIFY ALL ELEVATIONS SHOWN ON DRAWINGS, COORDINATE WORK WITH 11. OTHER TRADES AND ADVISE THE GENERAL CONTRACTOR AS TO THE EXACT SIZE AND LOCATION OF ALL OPENINGS IN THE STRUCTURE. 8. CONTRACTOR SHALL PROVIDE CLEAN FILTERS IN AIR CONDITIONING UNIT PRIOR TO AIR BALANCE AND AGAIN PRIOR TO OWNER ACCEPTANCE, FILTERS SHALL BE AS SPECIFIED. 9. MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW GENERAL LAYOUT AND DUCT RUNS. CONTRACTOR SHALL MAKE DETAILED LARGE-SCALE DRAWINGS OF DUCTWORK AND EQUIPMENT AND CAREFULLY COORDINATE WITH STRUCTURE TO ASSURE THAT NO CONFLICTS EXIST. ADDITIONAL OFFSETS AND TRANSITIONS SHALL BE PROVIDED AS REQUIRED TO INSTALL DUCTWORK. 10, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL BUILDING CODES. ALL EQUIPMENT AND MATERIALS CAPABLE OF BEING U.L. LABELED OR LISTED SHALL BEAR THEU.L. LABEL. 11. ALL CONTROL WIRING SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF N.F.P.A. 70. ALL WIRING SHALL BE CONCEALED, 12. AVOID LOCATING EQUIPMENT, PIPING, DUCTWORK, ETC. OVER ELECTRICAL PANELS. 13. CONSTRUCTION DUST AND DEBRIS SHALL BE REMOVED FROM ALL DIFFUSERS AND RETURNS AND SHALL BE VACUUMED FROM DUCTS AND DUCT LINER. E a Q = U N to y C 2 c 03 75 @ C 5 2 0. co E-a r a 3+ ao �r I_ Cco v-( 7. NQ m dQN 00 Q7 c.2 � O 0 N U) (D r N Y O V M 0] LL LL U - U z w J U w U z z 0 m 0 a U U a m x � o Lo cy) o a w M W J 0 U LL 0 Z o W U w (a W U m U W/ E �' all �> III J �' (c z °q®•�� _ ^ J U w z z 0 die e J 6.O m z W w of (7D 0 0 LLI L c w 0 a O �a W Zw � w Ln 00 z (DTl_ 0 U 0 z z w w z �a 0 a w z 3 z w 0 a a Z w O U F 0 0 MEP 1/31/21 SHEET -6 DESIGN: SOIL BEARING: 2000 psf assumed P (assumed) WIND: 165mph (ult), risk cat 2, exp C, wind borne debri region, .18 enclosed FROST DEPTH: 12" - THE STRUCTURAL DESIGN APPROACH FOR MASONRY, ROLLED STEEL, AND LIGHT WEIGHT STEEL IS WORKING STRESS DESIGN. THE DESIGN APPROACH FOR REINFORCED CONCRETE IS ULTIMATE STRENGTH DESIGN. THE DESIGN SERVICE LOADS ARE AS FOLLOWS: ROOF LIVE LOAD 20 PSF slo e<4: 1 SF I ( p 12), 5 P (s opez4:12) ROOF DEAD LOAD 10 PSF TC (shingles, metal, modified bitumen) ROOF WIND LOAD (SEE DRAWINGS) CEILING DEAD LOAD 10 PSF BC WALL WIND LOADS (SEE DRAWINGS) FLOOR DEAD LOADS 15 PSF S TC 5 PSF BC FLOOR LIVE LOADS D E SEE BELOW FLOOR LIVE LOADS: Uninhabitable attics without storage 10 psf Uninhabitable attics with limited storage 20 psf Habitable attics and attics served with fixed stairs 30 psf Balconies (exterior) and decks 40 psf Fire escapes 40 psf Guardrails and handrails 200 lb Guardrail in -fill components 50 plf Passenger vehicle garages 50 psf Rooms other than sleeping P 9 room 40 psf Sleeping rooms 30 psf Stairs 40 psf WIND PRESSURES COMPONENT AND CLADDING LOADS... FROM TABLE FBC R301.2(2) ZONE EFFECTIVE WIND AREA (SF) 165 1 10.0 28.3 -50.8 1 20.0 24.4 -45.0 Hip Roof 1 1 50.0 100.0 19.3 15.4 -37.3 -31.5 > 20 to 27 deg 2e, 2r, 3 10.0 28.3 -70.0 2e 2r 3 20.0 24.4 -62.6 2e, 2r, 3 50.0 19.3 -52.8 2e, 2r, 3 100.0 15.4 -45.3 4 10.0 37.9 -41.2 4 20.0 36.2 -39.4 4 50.0 34.0 -37.2 4 100.0 32.3 -35.5 Wall 4 500.0 28.3 -31.5 5 10.0 37.9 -50.8 5 20.0 36.2 -47.3 5 50.0 34.0 -42.9 5 100.0 32.3 -39.4 5 500.0 28.3 -31.5 Garage Door 9'x7' 33.5 -37.9 16'x7' 32.1 -35.7 1.35 adjustment factor used FLAN Gahls and rt Flu_R�oofsa 5 7. - I€Il_I Tt " C i u es01"mtiF10Roars 7-46S45' •-" 1 I C9 t 1 1 ` .` "e , �F I I. G,b 6m'to , • fa I 1 ? 0` f r _ nb Roars r <g 5.45' WaN -r e -( L F38YATSfx6 - i E_a -[: I 6 A I GENERAL NOTES- residential 1. CODE COMPLIANCE: I.I. This project was designed under the following codes. The construction documents cannot reference all of the codes require for the construction of this building. By submitting these construction documents for permit or commencing work, the contractor, hereby agrees to comply with all local, state, and federal regulations having jurisdiction over this project, and to comply with all governing codes, including but not limited to, the most current editions as adopted by the state of Florida, of the following: -2020 FBC: RESIDENTIAL, 7th ad -2017 NATIONAL ELECTRIC CODE -2020 FBC: ENERGY CONSERVATION, 7th ad -ASCE 7-16 2. ALL GENERAL NOTES 2.1. THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. THESE DRAWINGS, IN CONJUNCTION WITH OTHER SUBMITTALS, REPORTS, OR WRITTEN INSTRUCTIONS BYARCHITECT OR CONSLLTANTS, SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION DOCUMENTS. 2.2. THE FOLLOWING GENERAL & SPECIFIC NOTES SHALLAPPLY EQUALLYTO ALL CONTRACTORS, SUBCONTRACTORS, AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS. 2.3. GENERAL CONTRACTOR AND ADDENDUM'S TO ALL RACTOR SHALL FURNISH A COMPLETE SET OF DRAWINGS A MP SUBCONTRACTORS ON THE JOB AND COORDINATE THEIR WORK. ANY DISCREPANCIES AND/OR CONFLICTS IN THE DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY INSTALLATION FAILURE TO DO SO WILL BE THE ENTIRE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY COSTS ARISING TO CORRECT THE DISCREPANCY AND/OR CONFLICT SHALL BE BORNE BY THE RESPONSIBLE PARTY. 2.4. NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL BE MADE IN THE FIELD WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECTAND BUILDING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPAREA REVISION IN ACCORDANCE WITH THE CHANGE. APPROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. 3. ARCHITECT & CONTRACTOR RELATIONSHIP 3.1. UNLESS CONTRACTED DIRECTLY BY CONTRACTOR, THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL RELATIONSHIP, THE ARCHITECT IS AN AGENT OF THE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMENTS FOR PERMIT, THE CONTRACTOR ACKNOWLEDGES THAT THEY ARE COMPETENT, UNDERSTAND THE DOCUMENTS, AND ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS, THEY ARE I F ACCEPTING LIABILITY THAT MAYARISE DUE TO CHANGE ARCHITECT S. R HITECT IS NOT LIABLE OR THE CONTRACTOR'S INCOMPETENCY TO UNDERSTAND THE CONSTRUCTION DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES MENTIONED, THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTANDAND ADHERE THE BLDG CODES NO DIFFERENT THAN THE ARCHITECT. 4. WORKMANSHIP: 4.1. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES. 5. COORDINATION: 5.1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK FOR ALL TRADES. 5.2. A DRAWING MAY INADVERTENTLY OMIT SOME RELATED ITEM FROM ANOTHER DRAWING. THIS DOES NOT MEAN THAT THE SECONDARILY OMITTED ITEM IS NOT REQUIRED IN SO FAR AS IT AFFECTS THE TRADES. ALL TRADES SHALL INCLUDE EVERYTHING NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING CODE -ACCEPTABLE PROJECT, UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATED AS BEING PROVIDED BY OTHERS AS'NIC" (NOT IN CONTRACT). 7. CONDITIONS NOT DETAILED: 7.1. CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO PERFORM THE WORK. EVERY CONNECTION, CORNER, FLASHING, ETC. MUST BE RESOLVED. NOTIFY ARCHITECT IF A CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT DETAILED/SPECIFIED BY ARCHITECT. IF DRAWINGS HAVE DETAILED SPECIFICATION FOR ACERTAIN PRODUCT, CONTRACTOR MAY REQUEST A SUBSTITUTION APPROVAL BY ARCHITECT. IF DRAWINGS HAVE A GENERIC SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL BYARCHITECT. 8. VERIFY SITE INFORMATION: 8.1. CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AND ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL CONDITIONS. SHOULD ANY CONDITIONS AFFECTING THE WORK BE DISCOVERED IMMEDIATELY. CONTRACTOR SHALL VERIFY BY THE CONTRACTOR HE IS TO NOTIFY THE ARCHITECT THAT EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE STRUCTURAL DESIGN. 9. PRIOR TO ANY EXCAVATION WORK: 9.1. THE CONTRACTOR IS REQUIRED TO LOCATE ANY AND ALL UTILITIES IN OR UNDER CONSTRUCTION, AND MAKE ARRANGEMENTS FOR THEIR LEGAL RE-ROUTING, AS ACCEPTABLE TO GOVERNING AGENCIES, AUTHORITIES, UTILITIES AND OWNER. CONTACT ALL AFFECTED UTILITY COMPANIES AND INFORM THEM OF THE IMPENDING CONSTRUCTION, AND OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIES. 10. DIMENSIONS: 10.1. DIMENSIONS ON ARCHITECTURAL DRAWINGS MAYBE "ROUGH' OR 'FINISH.' SEE PLANS FOR REQUIREMENTS. ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER CONFLICT RESULTS. DOCUMENT ANY SUCH. DISCREPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED DIMENSIONS. NOTES TAKE PRECEDENCE OVER GRAPHICS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS FOR WORK TO EXISITING BUILDINGS, 11. HEIGHT ELEVATIONS I "(BUILDING ELEVATIONS MAY 11.1. BUILDING HEIGHT ELEVATIONS USE THE MAIN FLOOR SLAB AS ELEVATION 0'-0 BE NOTED AS "BLDG EL. " OR "EL. " OR "AFF. -') ANY ELEVATION NOT OTHERWISE DESIGNATED AS A SITE ELEVATION IS ON ANY PLANS OTHER THAN THE SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION SITE ELEVATIONS MAY BE BASED ON THE SURVEY, WHICH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHT AS A REFERENCE DATUM. SITE ELEVATIONS MAYBE NOTED AS: "SEL " OR "_ NAVD" OR "+X.X' ". CONSULTARCHITECT FOR ANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING._ 12. AMBIGUITY: 12.1. IN THE EVENTOFANY AMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS, THE ARCHITECT SHALL INTERPRET THE CONSTRUCTION DOCUMENTS. 12.2. IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DRAWINGS, CONSULT WITH ARCHITECT. 13. FLORIDA PRODUCT APPROVALS / SUBMITTALS / SHOP DRAWINGS: 13.1. THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE (NOA) / PRODUCT APPROVALS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLEAT TIME OF INSPECTION. EVEN IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAY CHANGE TO A DIFFERENT PRODUCT THAT MEETS THE SAME OR HIGHER BUILDING DESIGN PRESSURES, SOME JURISDICTIONS WILL REQUIRE A REVISION. IF THERE IS A DISCREPANCY BETW THE FASTENING OF PRODUCTS, ACCORDING TO MFR INSTALLATIONAND ARCHITECT'S SPECS, VERIFY W/ ARCHITECT. 13.2. SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS ATJOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSESITECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES, AND FULL COMPLIANCE WITH CONSTRUCTION DOCUMENTS. 14. GENERAL STRUCTURAL 14.1. ONCE SIGNED & SEALED BY ARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THAT THE CONSTRUCTION DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED. 14.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION. PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO RESIST ALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION PHASE LOADS. - 14.3. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATIONAND START OF CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS. 14.4. SPECIFIC PRODUCT DATAMUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE ROOFS OR STONE ON RAISED FLOORS. 15. CAST -IN -PLACE CONCRETE 15.1. ARCHITECT OR ENGINEER OF RECORD TO BE NOTIFIED IN WRITING PRIOR TO POUR TO GIVE ARCHITECT THE AR E , OPTION TO INSPECT THE REINFORCEMENT FOR OVERHEAD BEAMS AND SLABS 15.2. CONCRETE PROPORTIONING, PLACING, FINISHING AND CURING SHALL BE AS PER THE LATEST EDITION OF THE PCA MANUAL. LEAVE SUPPORT FOR ELEVATED CONCRETE IN PLACE UNTIL THE CONCRETE HAS REACHED ITS DESIGN STRENGTH: -OVERHEAD SLABS AND BEAMS TO BE 4000 PSI CONCRETE MIN UNO -COLUMN AND WALL CONCRETE TO BE 3000 PSI CONCRETE MIN UNO -FOOTINGS AND SLAB -ON -GRADE TO BE 3000 PSI CONCRETE MIN UNO -AUGERGAST PILE TO BE 5000 PSI CONCRETE MIN LINO 15.3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 6 INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR SLABS ON -GRADE WHICH SHALL HAVE MAXIMUM SLUMP OF 5 INCHES AND A MINIMUM OF 3 INCH. 15.4. COMPLY WITH ALL REQUIREMENTS OF ACI 117-10, ACI 318.14, ACI-315 15.5. ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL; WELDED WIRE MESH TO ASTM A-185. ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI DETAILING MANUALAND THE CONCRETE REINFORCING STEEL INSTITUTE. DON'T SPLICE IN MIDDLE 1/3 OF BEAM OR COLUMN SPAN, IF A SPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMENT LENGTH/LAP DISTANCE IF NOT NOTED VERIFY W/ ARCHITECT 15.6. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE. 15.7. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACEAFTER PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. PERFORM CURING OF THE CONCRETE BY CURING AND SEALING COMPOUND, BY MOIST CURING, BY MOISTURE RETAINING COVER CURING OR BY COMBINATION THEREOF. 15.8. SEE THE DRAWINGS FOR CONCRETE COVER FOR REINFORCING STEEL, BUT IN NO CASE SHALL THE COVER BE LESS THAN THAT REQUIRED BYAC1318: -CONCRETE CASTAGAINSTAND PERMANENTLY EXPOSED TO EARTH; 3" -CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER, 1 1/2" INCHES; #6 BARS AND LARGER, 2" 15.9. CONCRETE SLAB ON GRADE CONTROL JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN OR TYPICAL DETAILS. WHERE CONTROL JOINTS ARE NOT SHOWN ON PLANS, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY KEYED, DOWELED OR SAW -CUT CONTROL JOINTS SUCH THATTHE ENCLOSED AREA DOES NOT EXCEED 260 SQUARE FEET. POST -TENSIONED CONCRETE SLABS ON GRADE SHALL NOT HAVE CONTROL JOINTS UNLESS SPECIFICALLY NOTED ON THE PLANS. EXPANSION JOINT FILLER SHALL BE NON -EXTRUDED PREMOLDED MATERIAL OF ASPHALT IMPREGNATED FIBERBOARD (ASTM D1751) 15.10. CONSTRUCTION JOINTS OR POUR JOINTS IN STRUCTURAL ELEMENTS (BEAMS, COLUMNS, ELEVATED SLABS, ETC.) NOT SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS REQUIRE PRIOR APPROVAL OF THE ARCHITECT. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING PROPOSED JOINTS TO ENGINEER FOR APPROVAL. 15.11. ALL CONCRETE SHALL UTILIZE A MINIMUM OF 20% FLYASH CONTENT. 15.12. VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. PLACE VERTICAL REINFORCING BARS AT CORNERS, JAMBS OF OPENINGS, BELOW BEAM BEARING, AN IN WALLS AS INDICATED ON OUS THE DRAWINGS. VERTICAL WALL REINFORCING BARS SHALL EXTEND CONTINUOM FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 31 -TIES/STIRRUPS TO START ATA DISTANCE FROM SUPPORT OF 1/2 TIE SPACING 8 OR FBC UNO. 15.13. NO HOLES, CHASES, OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE; STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT ARCHITECTS APPROVAL. 16. CONCRETE MASONRY, 16.1. CMU DESIGNED AND TO BE IN ACCORDANCE ACI 530-13/ASCE 5.13/TMS 402-13, "BUILDING CODE REQ FOR MASONRY STRUCTURES", "COMMENTARY ON BUILDING REQ FOR MASONRY STRUCTURES": 16.2. MASONRY STRENGTH (Pm DESIGN) UNO: -BLOCK STRENGTH = 1900, ASTM C90 -MORTAR STRENGTH = 1800, TYPE S -GROUT STRENGTH = 2000 16.3. GROUT SHALL HAVE SLUMP OF 8 TO 11 INCHES, BE IN CONFORMANCE WITH ASTM C 476.02 AND ATTAIN A COMPRESSIVE STRENGTH OF 3000 PSI. GROUT SHALL CONFORM TO REQUIREMENTS OF FLBC STANDARDS. USE SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WI THOUT SEGREGATION. ALL CELLS IN CONCRETE BLOCKS CONTAINING REINFORCING SHALL BE FILLED SOLID WITH GROUT. ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID. HOLD GROUT DOWN 1-1/2" BELOW TOP OF BLOCKAT GROUT LIFT JOINTS AND AT CONCRETE PLACED OVER MASONRY. 16A. CONCRETE MASONRY UNITS SHALL BE PLUMB, TRUE TO LINE, WITH LEVEL COURSES ACCURATELY SPACED AND BUILT TO THE THICKNESS AND IN A RUNNING BOND AS INDICATED AND CONFORMING TO THE TOLERANCES SPECIFIED IN ACI 531.1 AND 530.1. 16.5. REINFORCING BARS SHALL BE PLACED IN THE MIDDLE OF THE CELLS, UNLESS NOTED OTHERWISE, AND TIED OR OTHERWISE SECURELY SUPPORTED AT THE TOP AND BOTTOM TO ENSURE THAT THE BAR DOES NOT MOVE DURING GROUTING. 16.6. MORTAR DROPPINGS AND OTHER DEBRIS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. 16.7, CONTROL JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH THE LOCATIONS AND DETAILS SHOWN ON THE DRAWINGS. CONTROL JOINTS SHALL NOT EXTEND THROUGH THE TOP BOND BEAM COURSE. THE JOINTS ON BOTH SIDES OF THE WALL SHALL BE SEALED AND TOOLED SMOOTH, 16.8. WALL REINFORCEMENT: VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SPECIFIED ON THE DRAWINGS. DESPITE IF SHOWN ON DRAWINGS- PLACE VERTICAL REINFORCING BARS AT CORNERS, EA CELL WITHIN 16- OF CORNER,JAMBS OF OPENINGS, EA CELL WITHIN 16" OF JAMBS FOR OPENINGS WIDER THAN 12% BELOW BEAM BEARING, BELOW GIRDER TRUSS BEARING, AND IN WALLS AS INDICATED ON THE DRAWINGS. IF NOT SPECIFIED IN TEXT ON DRAWINGS USE #5 @ 48" OC. WALL REINFORCING BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. 8" TOLERANCE ALLOWED FOR WALL REINF SPACING. SEE DOWEL NOTE 17.2 BELOW. 16.9. REINFORCED MASONRY LINTELS SUCH AS CAST CRETE TO BE INSTALLED AS PER MFR INSTRUCTIONS. USE #6 BOTTOM FIELD BAR IN LIEU OF #5 FOR ALL OPENINGS WIDER THAN 12'. LINTELS TO HAVE 4" MINIMUM BEARING. CONTINUOUS REINF ACROSS COLUMNS. IF SPECIFIED, OA LINTEL LENGTH IS +/- AS LONG AS MIN BRG IS MET. DOORIWINDOW LINTELS CAN BE DEEPER(TALLER) THAN SPECIFIED BUT NOT SHORTER. 16.10. LINO HORIZ JOINT REINFORCEMENT @ 16" OC IN MASONRY WALLS IS SUGGESTED BUT NOT REQUIRED TO CONTROL CRACKING. 16.11. BONDlrIE BEAMS/LINTELS- CONTINUE REINFORCING BARS CONT (UNINTERRUPTED) AROUND ALL CORNERS, OVER OPENINGS, ACROSS WALL INTERSECTIONS, THROUGH TIE COLUMNS, AND UP/DOWN AT CHANGES IN BOND BEAM ELEVATION 16.12. ALTERNATE WINDOW SILL: 4"H MIN x 8"W CAST CONC W/ (1) # 5 EXTENDED 4" INTO FILLED JAMB CELLS. 17. FOUNDATIONS: 17.1. BUILDING AREA TO BE STRIPPED/GRUBBED OF SURFACE DEBRIS/VEGITATION. FILL TO BE CLEAN GRANULAR & UNIFORMLY COMPACTED TO 95% DENSITY (ASTM D 1557) AND MEASURED IN 12" LIFTS. AT DISCRETION OF CONTRACTOR OR BLDG INSPECTOR, ARCHITECT RECOMENDS SOI L TO BE TESTED BY GEOTECH ENGINEER TO ENSURE MINIMUM SOIL BEARING PRESSURE CAPACITY & RECOMEND SITE PREP. 17.2. DOWEL VERTICAL REINFORCING BARS OUT OF THE FOUNDATION OR STRUCTURE BELOW WITH BARS OF THE SAME SIZE AND SPACING OF WALL ABOVE. THERE SHALL BE A DOWEL FOR EACH VERTICAL REINFORCING BAR. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. For #5: MINIMUM 30" LAP W/ 10" HOOK UNO. SEE WALL REINFORCEMENT NOTE 16.8 ABOVE. FOR MISSED EMBEDDED DOWEL, EPDXY EMBED W/ 1/8" OVERSIZED HOLE DIA., 6" EMBED W/ CLEAN HOLE. 17.3. BUILDING SLABS -ON -GRADE TO BE REINFORCED WITH 6x6 10/10 W WF MIN WITH MESH UP CHAIRS OVER 6- MIL MINIMUM POLYETHYLENE FILM VAPOR RETARDER OVER TERMITE TREATED COMPACTED GRADE UNO. T E SUGGESTION TO PROVIDE DIAGONAL 36" #4 REBAR A ALL IN ID S E R ENTRANT CORNERS. 17.4. CONTINUOUS FOOTINGS, STEM OR MONOLITHIC, TO BE REINFORCED CONTINUOUS, WITH LAPS AS PER STATED DEVELOPMENT LENGTH IF NOTED OR 48x BAR DIAMETER MIN UNO. 30" MIN CORNERS BARS TO MATCH LONGITUDINAL REBAR. 17.5. SUGGESTION TO PROVIDE A 4-INCH MEDIUM TO COARSE SAND OR GRAVEL COMPACTED DRAINAGE FILL BELOW ALL INTERIOR SLABS -ON -GRADE. 17.6. SOIL AND SUBGRADE IS TO BE TERMITE TREATED. 17.7. SLAB FINISHES UNO: -MAIN BUILDING: STEEL TROWEL FINISH -GARAGE: STEEL TROWEL, THRESHOLD: LIGHT BROOM .DRIVEWAY, DRIVEWAYAPRON, PORCHES/PATIOS: LIGHT BROOM 17.8. GARAGE, AND ALL EXTERIOR HARD SURFACES TO SLOPE AWAYFROM BLDG MIN 1/01/FT. 17.9. CONCRETE PADS FOR VIBRATING EQUIPMENT SUCH AS PUMPS OR MOTORS TO BE SEPARATED FROM HOUSE SLAB WITH A MINIMUM OF AN ASPHALT EXPANSION JOINT. 17.10. RECESS SGD & GARAGE DOOR THRESHOLDS 3/4% VERIFY EXACT DIMENSIONS WITH SUPPLIER/MFR. 17.11. COLUMNIWALLAND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 17.12. SLOPE GRADES AWAYFROM BUILDING ON ALL SIDES A MINIMUM OF 6" OVER 101, 4:1 SLOPE MAX. 18. STRUCTURAL STEEL: 18.1. ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A-36 AND THE "SPECIFI CATION FOR THE DESIGN, FABRICATIONAND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. ALL STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E (Fy = 35 KSI). 18.2. ALL SHOP CONNECTIONS TO BE WELDED AND FIELD CONNECTIONS TO BE BOLTED UNLESS OTHERWISE SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. ALL WELDING IN ACCORDANCE WITH AWS D7.1 "STRUCTURAL WELDING CODE". USE E70XX ELECTRODES UNO. 18.3. ALL STEEL TO RECEIVE ONE SHOP COATAND ONE FIELD TOUCHUP COAT OF APPROVED PAINT. 18.4. ALL BOLTED CONNECTIONS SHALL CONSIST OF ASTM A325 HIGH STRENGTH BOLTS AND HARDENED WASHERS AS SHOWN ON THE STRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL CONFORM TO THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 18.5. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A36 OR A307 (THREADED ROD). 18.6. SUBMIT SHOP DRAWINGS FOR REVIEW OF CONFORMANCE TO DESIGN CONCEPT. 18.7. GROUT FOR COLUMN BASE PLATES SHALL BE NON -SHRINK GROUT 5000 PSI MINIMUM. 19. LIGHT GAGE METAL STUDS & MISC. METAL FRAMING: 19.1. ALL LIGHT GAGE METAL INTERIOR STUDS SHALL BE G90 GALVANIZED 25 GA MINIMUM. USE 20 GA STUDS WHERE HEAVY LOADS ARE HUNG FROM SUCH AS TV'S OR WALL CABINETS. ALL WALL TRACKS SHALL BE 25 GA. 20. HVAC: 20.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF UNITS, DUCTS, RETURN AIR GRILLES AND SUPPLY GRILLES ETC, SHALL BE DETERMINED BY A HVAC LICENSED CONTRACTOR. IF LAYOUT/SIZING IS PROVIDED HVAC CONTRACTOR TO VERIFY. 20.2. PROVIDE MANUFACTURED CONCRETE PADAND BRACKETS RATED FOR SPECIFIED WIND LOAD FOR CONDENSING UNIT. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURER'S SPECIFICATIONS. 21. WOOD FRAMING 21.1. ALL STRUCTURAL (LOAD BEARING) LUMBER SHALL BE S.Y.P. OR DOUGLASS FIR, GRADE #2, KD 19% (Fb FOR LUMBER SIZES NOTED TO BE IN CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT TABLE 4B), AND SHALL CONFORM TO THE NATIONAL GRADING RULE FOR DIMENSION LUMBER, THE SOUTHERN PINE INSPECTION BUREAU AND THE SOUTHERN FOREST PRODUCTS ASSOCIATION. ALL NON -LOAD BEARING FRAMING LUMBER (INTERIOR WALLS) TO BE #2 S.P.F. OR BETTER. 21.2. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE AND/OR MASONRY TO BE PRESSURE TREATED. ALL WOOD EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND TO BE PRESSURE TREATED TO 0.80 CCA. 21.3. SPLICING FOR MULTI -PLY HEADERS/BEAMS/COLUMNS: -20- 10d COMMON NAIL @ 6" OC EACH LAYER STAGGERED. -2x6- 2 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x8- 3 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x10- 4 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER -2x12- 5 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -LOCATE SPLICES OVER BRG SUPPORTS. GLUE BETW LAYERS. USE 16D IF 1/2" PLY SPACER USED 21.4. LAMINATEDTIMBER ELEMENTS (BENTS, BEAMS, DECK, ETC., AND ANCILLARYACCESSORIES, FASTENERS, ETC.: -FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER) -SPECIALTY ENGINEER MAY SUBMIT CONNECTION DETAILS FOR BENTS AND BEAMS AND FASTENING MODE AND INTERVALS FOR DECK. (CONNECTIONS FOR BEAM -ENDS TO RESIST ROTATION.) 21.5. GLUE -LAMINATED BEAMS (GLULAM) SHALL BE DOUGLAS FIR COMBINATION 24F-V4 AT SIMPLE SPANS AND 24F-V8 AT CANTILEVER SPANS HAVING THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 190 PSI, Fc (PERPENDICULAR) = 650 PSI, E = 1,800,000 PSI, FABRICATION AND HANDLING SHALL CONFORM TO THE LATESTAMERICAN INSTITUTE FOR TIMBER CONSTRUCTION (AITC) AND ASTM STANDARDS. BEAMS SHALL BEAR AN APPROPRIATE GRADE STAMP CLEARLY NOTING ITS DESIGN PROPERTIES. UNLESS CAMBER AND TOLERANCE IS SPECIFICALLY NOTED ON THE DRAWINGS, BEAMS SHALL BE MANUFACTURED WITH INDUSTRY STANDARD MINIMUM CAMBER OR UPWARD TO SPAW200. ERECT WITH CROWN OR CAMBER UP. IN HEADER CONDITIONS (BEAM BUILT INTO WALL) CRIPPLE FRAMING ABOVE HEADER SHALL MAINTAIN CAMBER. HEADER BEAMS MAY HAVE ZERO CAMBER, PROVIDED CRIPPLE FRAMING ABOVE HEADER IS BUILT WITH MINIMUM CAMBER STATEDABOVE. 21.6. LAMINATED LUMBER AND "I" JOISTS AND RAFTERS SHALL BE INSTALLEDAS PER MANUFACTURER'S INSTRUCTIONS. 21.7. END STUDS OF EXTERIOR FRAME WALL OR DESIGNATED INTERIOR SHEAR WALLS TO ATTACH TO CONC WALL W/ .25" x 3.25" TAPCON @ 16" OC/8" ENDS. FOR INTERIOR BRG WALLS USE 1/4' x 2.75". TAPCON @ 32" OC/8" ENDS. 21.8. ALL WOOD NAILING AS PER FBC R 602.3 UNO. 22. PLYWOOD SHEATHING: 22.1. ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING. INSTALL PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON THE PLANS. 22.2. UPPER PANELS TO BE ATTACHED TO THE TOP MEMBER OF THE UPPER DOUBLE TOP PLATE AND TO RIM JOIST AT BOTTOM OF WALL PROVIDE BLOCKING FOR ALL EDGE NAILING OVER LENGTH OF PLYWOOD 22.3. FOR EXTERIOR AND INTERIOR SHEAR WALLS USE 1/2" PLYWOOD AND Ed RINGSHANK GALV NAILS. SPACE NAILS 6" FIELD, 6" EDGE, 4" EDGE WITHIN 4' OF CORNERS. NAIL SPECS: ASTM F1667 RSRS-03 (2Y2' x 0.131") 22.4. FOR ROOF USE 5/8" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6" FIELD, 6" EDGE, 4" EDGE WITHIN 4' OF EAVES/RIDGES/GABLES. 22.5. FOR SUBFLOOR USE 3/4" PLYWOODAND 2.5" #8 SCREWS & GLUE OR 8d RINGSHANK GALV NAILS & GLUE. SPACE FASTENERS 6" FIELD, 6" EDGE. 22.6. FOR ATTIC FLOOR USE 5/8" PLYWOOD AND 6d RINGSHANK GALV NAILS. SPACE NAILS 12" FIELD, 12" EDGE. ONLYALLOWED WHERE TRUSS ENGINEERING SPECIFIES. 23. PE TRUSSES: 23.1. FIELD VERIFY WITH ARCHITECT EXACT LOCATION AND CONFIGURATION BEFORE MODIFYING EXISTING TRUSSES. DO NOT CUT ANY FRAMING MEMBERS OR TRUSSES WITHOUT EXPRESS WRITTEN AUTHORITY FROM THE ENGINEER AND ARCHITECT. 23.2. FIELD VERIFY DIMENSIONS OF NEW PRE-ENGINEERED TRUSSES PRIOR TO CONSTRUCTING. 23.3. CONTRACTOR TO SUBMIT THE TRUSS ENGINEERING TO ARCHITECT TO REVIEW FOR ADHERENCE WITH DRAWINGS PRIOR TO CONSTRUCTION. ARCHITECT'S SEAL WILL NOT BE APPLIED. 23.4. TRUSS CONFIGURATION DRAWN ARE SCHEMATIC ONLY, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL LAYOUT MY MFR. EXACT TRUSS WEB, CHORD SIZES AND LAYOUTARE TO BE DETERMINED BY THE MFR. TRUSS MFR TO DESIGN ANY PERMANENT BRACING REQUIRED FOR STABILITY. 23.5. ALL TRUSSES FURNISHED SHALL BE SUPPLIED WITH SIGNED AND SEALED TRUSS DIAGRAMS PROVIDING THE MFR'S TRUSS SPECIFIC REQUIREMENTS FOR BRACING AND LATERAL MOVEMENT. ALL TRUSS -TO - TRUSS CONNECTORS TO BE SUPPLIED BY THE TRUSS MFR. VERIFY THAT THE CAPACITY OF THE TRUSS ANCHORS CALLED OUT ON THE CONSTRUCTION DRAWINGS MEET OR EXCEED THE UPLIFT VALUES ON THE TRUSS ENGINEERING. ANY TRUSS ANCHORS CALLED OUT THATARE OF INSUFFICIEN T CAPACITY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR SUBSTITUTION. 23.6. BRACE BOTTOM CHORD AS PER MFR SPECS, IF NOT PROVIDED, PROVIDE CONTINUOUS 'RAT RUN' LATERAL BRACE PERPENDICULAR TO SC 2x4 @ 12' OC (2) 12d NAILS EA BC. 23.7. PREFABRICATED WOOD TRUSSES, JOISTS, AND GIRDER TRUSSES SHALL BE DESIGNED TO SUPPORT THEIR SELF -WEIGHT, PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. INCLUDING, BUT NOT LIMITED TO, WALLS EITHER PARALLEL OR PERPENDICULAR TO THE SPAN, ALL MECHANICAL AND OTHER EQUIPMENT, AND SHALL DESIGNED TO RESIST ALL DRAG FORCES, SHEARWALL UPLIFT AND DOWNWARD LOADS, AND OTHER SPECIAL LOADS NOTED ON STRUCTURAL, MECHANICAL, PLUMBING, OR ARCHITECTURAL DRAWINGS OR CALCULATIONS. MINIMUM ALLOWABLE SHEAR SHALL BE 95 PSI, BRIDGING SIZE AND SPACING SHALL BE AS DESIGNATED BY TRUSS MFR UNLESS NOTES OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ERECTION DRAWINGS AND DESIGN CALCULATIONS SEALED BY REGISTERED ENGINEER. SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICBO APPROVAL. THE MFR SHALL DESIGN CONNECTION OF TRUSS REQUIRING PREFABRICATED HARDWARE HANGER OR OTHER, 23.8. FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER). SPECIALTY ENGINEER MAY SUBMIT PREFERRED CONNECTION AND OTHER DETAILS IF DIFFERENT FROM SAME ON DRAWINGS FOR APPROVAL. 24. CONNECTORS/FASTENERS: 24.1. CONNECTORS BY SIMPSON OR APPROVED SIMILAR TO BE HDG OR ZMAX COATED IF UNEXPOSED TO WEATHER AND TO BE STAINLESS STEEL IF EXPOSED TO WEATHER UPON COMPLETION. 24.2. UPLIFT CONNECTORS MAYBE SUBSTITUTED WITH CONNECTORS WITH 2 THE DOCUMENTED UPLIFT VALUE IS Z SPECIFIED CONNECTOR. UNLESS SPECIFIED UPLIFT CONNECTORS ARE NOT REQUIRED ON LOADBEARING WALLS THATARE NOT SUBJECT TO UPLIFT OR SHEAR. SPACE NAILS AT STRAPS AS TO NOT SPLIT WOOD, USE MINIMUM NAIL QTY REQUIRED BY MFR. IF MULTIPLE FASTENER OPTIONS USE EITHER UNLESS SPECIFIED BY ARCHITECT. 26. EXTERIOR DOORS AND WINDOWS: 26.1. INSTALL OVERHEAD DOORS (INCLUDING BUCKS), EXTERIOR DOORS, AND WINDOWS AS PER MFR'S SPECIFICATION/ PRODUCT APPROVAL. 26.2. PT 1x BUCK: ATTACH TO MASONRY/CONC W/ADHESIVE & RECESSED 3/16"x2" MIN TAPCON OR 6D CASE HARD NAILS OR T NAILS @ 1213' END. ATTACH TO MASONRY/CONC W/ADHESIVE & RECESSED 3/16"x2" MIN TAPCON OR 6D CASE HARD NAILS OR T NAILS @ 12"/4" END. PT 2x BUCK: ATTACH TO MASONRY/CONC W/ADHESIVE & RECESSED 1/4"x3 1/4" MIN TAPCON @ 8"/4" END. 26.3. MIN OVERHEAD DOOR BUCK: 2x6 @ SIDES TO FILLED CELL W/ WEDGE ANCHOR @ 24" OC MIN, 12" FROM ENDS. WEDGE ANCHOR TO BE 117 x 6' W/ 2" x 1/8" WASHER. 2x6 @ TOP TO LINTEL W/ 1/4" x 2.75" TAPCONS STAG @ 24" OC. 26.4. CONTRACTOR TO VERIFY THE FOLLOWING WITH MFR/SUPPLIER PRIOR TO CONSTRUCTION: -ROUGH OPENING DIMS, EGRESS COMPLIANCE (FBC R310), SAFETY GLASS COMPLIANCE (FBC R308.4) 26.5. CONTRACTOR TO FIELD VERIFY OPENINGS BEFORE ORDERING DOORS/WINDOWS. 26.6. DOORS BETWEEN GARAGE & RESIDENCE TO BE 20 MINUTE FIRE RATED OR 1-3/8" THICK SOLID WOOD AS PER FBC R 302.5.1. 26.7. FLASHING AS PER FBC R703.4 AND REFERENCED FMA/AAMA DOCUMENTS. 26.8. GLASS TO HAVE: LOW-E, U-FACTOR 5 0.4, SHGC s 0.25 26.9. SIZES ARE NOMINAL AND CAN VERY+/_ 2' IN SIZE IF EGRESS IS NOT EFFECTED. 27. ELECTRICAL & LIGHTING NOTES 27.1. PLANS ARE SCHEMATIC, EXACT LAYOUT/SIZING OF CIRCUITS, RECEPTACLES, FIXTURES, AND EQUIPMENT SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR. IF LAYOUT/SI ZING IS PROVIDED ELECTRICAL CONTRACTOR TO VERIFY. 27.2. ALL 120V 15AAND 20A DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT TYPE. 27.3. PROVIDE AFIC AS DETERMINED BY NEC 210.12 OR FBC R 3902. 27.4. PROVIDE GFIC AS DETERMINED BY NEC 210.8 OR FBC R 3902. 27.5. ALL EXTERIOR OUTLETS TO BE GFIC WITH WEATHER TIGHT PROTECTIVE COVER. 27.6. SMOKE ALARMS SHALL BE HARD WIRED, INTERCONNECTED, W/ BATTERY BACKUP PER FBC R314, 27.7. CARBON MONOXIDE ALARM TO BE INTEGRAL WITH SMOKE ALARM AND COMPLY WITH FBC R315. 27.8. PROVIDE POWER RECEPTACLE & LIGHT, WHEN ATTIC CONTAINS AHU OR HAS STORAGE AREA. 28. PLUMBING: 28.1. PLANS ARE SCHEMATIC. ACTUAL LOCATION, MATERIAL, AND SIZE OF PIPES, DRAINS, AND VENTS SHALL BE DETERMINED BY LICENSED PLUMBER. IF LAYOUT/SIZING IS PROVIDED PLUMBING CONTRACTOR TO VERIFY. 28.2. SEPTIC & DRAIN FIELD IS SCHEMATIC, EXACT LAYOUT/SIZING SHALL BE BY A LICENSED SEPTIC CONTRACTOR AND ADHERE TO 64E-6, F.A.C. 28.3. NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL INTEGRITY OF THE BUILDING. 29. ROOF PENETRATIONS: 29.1. VERIFY ALL REQUIRED ROOF PENETRATIONS FROM HVAC, PLUMBING, ELECTRICAL, AND OTHER DRAWINGS. PROVIDE ALL NECESSARY PENETRATIONS WITH REQUIRED ACCESSORIES Q TO PREVENT MOISTURE INTRUSION AND RETAIN STRUCTURAL STABILITY, IN ADDITION TO THOSE INDICATED ON THE ROOF PLAN. CONSULTARCHITECT IF ROOF PLAN CONFLICTS WITH ANY REQUIRED ROOF PENETRATIONS. 31. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 31.1. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 31.2. FINISHES TO COMPLY WITH THE BELOW FIGURES AS PER FBC R302.9 - 302.10 31.3. INSULATION FLAME SPREAD: <25, INSULATION SMOKE DEVELOPED: <450 31.4. WALLlCLG FLAME SPREAD: <200, WALL/CLG SMOKE DEVELOPED: <450 - 32. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: 32.1. WEATHERING: NEGLIGIBLE, TERMITE AREA: VERY HEAVY 33. MISC: 33.1. ROOF SYSTEM & FLASHING AS PER MFR INSTRUCTIONS. 33.2. GUARDRAILS AS PER FBC R312. 33.3. STAIRWAYAS PER FBC R311.7. 33.4. MEP SYSTEMS 1 BFE AS PER FBC R322.1.8. 33.5. MECHANICAL APPLIANCES TO BE PROTECTED IF INSTALLED ON FLOOR IN GARAGE AS PER M1307.3.1. USE 2" DIA x 36"H PIPE W/ COLLAR BASE, ATTACH COLLAR TO SLAB W/ (4) 1/4" x 2.25" TAPCON. 33.6. CAULK BOTTOM OF SOLE PLATE AT GARAGE COMMON FRAME WALL. 33.7. IGNITION BARRIER NOT REQUIRED FOR SPRAY FOAM IN ATTIC UNO. 33.8. PROVIDE FIRE BLOCKING AS PER FBC R 302.11. 33.9. PROVIDE DRAFT STOPPING IN THE FORM OF'/2" PLY OR GWB TO FLOOR -CEILING ASSEMBLIES GREATER THAN 1,000SF AS PER FBC R302.12. 34. FINISHES: 34.1. GWB: MOISTURE RESISTANT GWB @ ALL WET AREAS, CEMENT BOARD INSIDE SHOWER COMPARTMENTS. USE SW TYPE X GWB ON GARAGE CEILING IF CONDITIONED/HABITABLE AREA ABOVE. GARAGE SEPARATION WALL TO HAVE MINIMUM OF ONE 1/2" LAYER OF GWB ON THE GARAGE SIDE OF WALLAS PER FBC R302.6. SEE DOOR GEN NOTE 26.6. 34.2. EXTERIOR LATH AS PER FBC R703.7A/ASTM C1063-11A. FOR EXTERIOR CEILINGSISOFFITS USE MIN. 5/8" STUCCO ON RIBBED LATH. ATTACHTO BOTTOM OF WOOD FRAMING W/ 11GA NAILS W/ 3/8" HEAD @ 6" OC W/ 1-3/4" EMBED INTO WOOD, TYP TRANSITION FROM WOOD TO CONC (LE. @ GABLE END) TO HAVE A VINYL CONTROL JOINT IN STUCCO. 34.3. EXTERIOR T&G WOOD CEILING. ATT CH 1x R 1x6 BOAR W 2" 6 A 4 0 D! 1 GA FINISH NAIL EA RAFTER/JOIST/BC TO CHANGE ORIENTATION USE 2x4 FLAT PURLINS ATTACHED TO EA RAFTER/JOIST/BC W/ (2)16D NAIL. BREVIATIONS: AS ANCHOR BOLT A/C AIR CONDITIONER AHU AIR HANDLING UNIT AT ACOUSTICAL TILE B.M. BENCH MARK BM BEAM SC BOTTOM CHORD BLK BLOCK BO BY OWNER BOTT BOTTOM BP BOTTOM PLATE CJ CONTROL(CONSTRUCTION)JOINT CL CENTER LINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CONNECTOR COL COLUMN CONC CONCRETE CONT CONTINUOUS Cu CONDENSING UNIT OR COPPER CW COLD WATER CXN CONNECTION D NAIL SIZE (PENNY) DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DISP DISPOSAL DN DOWN DR DRYER DTL DETAIL DW DRIVEWAY 'E' EXISTING EA EACH EJ EXPANSION JOINT EL BUILDING ELEVATION ELECT ELECTRICAL ELEV ELEVATOR OR ELEVATION EW EACH WAY EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXP EXPOSED EXT EXTERIOR EXTG EXISTING F1 FOOTING #1 FA FASTENER FD FIELD (FLOOR) DRAIN FE FIRE EXTINGUISHER FF FINISH FLOOR FIN FINISH FLR FLOOR FP FIRE PROTECTION EPS EXPANDED POLYSTYRENE FTG FOOTING FT FOOT (OR FEET) GALV GALVANIZED GFI GROUND FAULT INDICATOR GSF GROSS SQUARE FEET GWH GAS WATER HEATER GWB GYPSUM WALLBOARD HB HOSE BIB HC HOLLOW CORE HOG HOT DIPPED GALVANIZED HORIZ HORIZONTAL HW HOT WATER HWH HOT WATER HEATER IN INCH INT INTERIOR JT JOINT MAX MAXIMUM MEP MECH/ELECT/PLUMB MFR MANUFACTURER MIN MINIMUM MO MASONRYOPENING MIN MICROWAVE NIC NOT IN CONTRACT NITS NOT TO SCALE NSF NET SQUARE FEET L-1 LINTEL#1 LF LINEAL FOOT OA OVERALL OC ON CENTER OAS OR APPROVED SIMILAR PL PROPERTY LINE OR PLATE PLY PLYWOOD PT PRESSURE TREATED PVC POLYVINYL CHLORIDE R RADIUS R/A RETURN AIR RCB REINFORCED CONCRETE BEAM RCC REINFORCED CONCRETE COLUMN RD ROOF DRAIN REF REFRIGERATOR REINF REINFORCING REQ REQUIRED R/W RIGHT-OF-WAY RTU ROOF TOP UNIT S. SIMPSON (MFR) SBS STYRENE BUTADIENE STYRENE SEL SITE ELEVATION SF. SQUAREFOOT SIM SIMILAR SK SINK SOG SLAB ON GRADE SS STAINLESS STEEL STAG STAGGERED TBD TO BE DETERMINED TC TOPCHORD THE TO MATCH EXISTING TOB TOP OF BEAM TOB TOP OF COLUMN TOS TOP OF SLAB TP TOP PLATE TPO THERMO PLASTIC OLEFIN TYP TYPICAL UG UNDER GROUND UNO UNLESS NOTED OTHERWISE VB VAPOR BARRIER VERT VERTICAL VTR VENT THRU ROOF W/ WITH WA WASHER MACHINE WP WATERPROOF WD WOOD WWF WELDED WIRE FABRIC/MESH # POUND OR NUMBER v m p E E O U 07 Ca +•' = U U a) 0yC- GLy�0 • Cc CL C C4 IN/ r 0GQ - j t oD Ma)ca C C)u -N N. 0 ,_pmSti- a) N d 1"'q+C\l -.20O V C0 N LL LL L) W "�' i U I w a W U 1 se rc 0 a U LL w rare LO rc ti o Lr) 0) w o M �u IJJ U J U_ 0 Z � o d W 0 (IS d � d v W m C Cn N - � Ij W y 0 C G 0)z o W W Q LLU C) J m S2 A W N W M J (3 v .> 0 � W C 0 a _Z U) � (1)a U O � W W Z= C6 r, C- 0 6 DO 0 T_ a a U z N i M a3 8 i z a z 0 W U I 1- Z W 2 2 O U W Q O general notes 1/31121 SHEET GN-1 O.F. 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