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HomeMy WebLinkAboutBuilding plans, response to comments, 8.26.20# REVISION DATE BY KING RESIDENCE I I RICK BOYETTE CONSULTING INC. CoA #9707 RICHARD BOYETTE FL PE #42485 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 PROJECT NUMBER: 20-0401 -A 561-790-5766 DATE: This document has been digitally signed by Richard Boyette, FL PE 42485 on 6/30/2020 using an SHA-1 ABBREVIATIONS NOTE: Clarif with ENGINEER all authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic ® JANCWOR BOLT I D. IrINSIDE PIAMER copies. ® ACOUSTICAL CEILIWa TILE FINSU- INSULATION FAYF. IA50VE FINISWD 0 RIOR ® AGCs�GA Digitally signed by RICHARD O ® JAN. JANITOR BOYETTE AZT ALTERNAT JNT. JOINT RICHARD DN: c=US, o=RICK BOYETTE CONSULTING INC, APPROX-1 JAPPROXIMA JST. JOIST O BOYETTE 000 OB1D47cn00RICHARD OBBA24 KIT. BOYETTE BD. BOARD Date: 2020.06.30 22:33:03-04'00' BLDG. BUILDINCs LAB. ILABORATORY BLK BLOCK LAM BLK'G. BLOCKING LD LA® BMi. BEAM 0 BOT BOTTOM LT. I BTWN. BETUIE FffA7x- BIJ.R JEULT UP MEGH MECHANICAL BIU. BOTI I WAY Fr—J. CONTROL JT. ® MANUFACTUREFFR R V CLKG CAULKING 0 M® ®MISCCELLANENq GM CONCRETE MASONRY UNI ® ®RY OPENING O o ® COLUMN MUL MULLI U Ca °O GONG GONGRET ® GONNECTI GONSTR CONSTRUCTION FRi—C, NOSIN CON U r. ,� ® NO. NUMBER �_" cn >~ a C.T CERAMIC TILE � 9 t` to w DEG DEGRE N.T$. NOT TO SCALE Q10 a 7D1 ® FOUNTAIN O D. G D T DI R o '0 0 o a DI DI DIA DIAMETER OO O® -� ® ® /-- U v W 7 M DS U OWN ® OPPOSITE I --I D DuralCMAIWENG1 kw, w PGT. F'�-CAST O a�i O ® EO © PLASTIC LAM E) INATE N W Q o lEkISTING P P R [W—i N '� C) z O EA EACH ® PL® c� U SIGN JOINT D h 0 9IFN 1EXTEMOR INSULATION AND ® © Q rn EL. ELEV. ELEVATION SYSTEM SHEET INDEX ELEC. ELECTRICAL ELEV. ELEVATION ® RI R EMER EMEIa�'sENGY ® RooF DRarN 1 C-1 COVER SHEET ENGL. ENCLOSURE � R O _ EQUAL ® I FMFRIGER.4TOR 2 1.1 FOUNDATION PLAN EQUIP. EQUIF'I'1EN E.W. FLOOR PLAN E.W.C. ELECTRIC WATER COOLER EXP EXPANSION ® +or>EN 3 2.1 ROOF/ FRAMING PLAN a 0 EXT. I EXTERI © SOUTH 4 3.1 ELEVATIONS FA FIRE ALARM ®ED. SCHEDULE O F.D. FLooRDRA 5 4.1 SECTIONS AND DETAILS Fr-D.C. FIRE DEPARTMENT CONNECTION © G I LL FDN. FouNDATI SI=. I SQUAD F50 6 5.1 AIR CONDITIONING PLAN AND DETAILS F.E FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET SIM. SIMILA 7 6.1 ELECTRIC PLAN AND SCHEDULES FF IFIN544 FLOOR © GI IG �FAC. FIB HOSE CABINE SQ OR SQUAis rl +lw l FINISH 0 OlU L STAGCs STAGCsEi�D FLR. FLOOR FST7D. D RD ® ® STIFF STIFFENER O W FFW F.O.B. IFACE OF Mgg LL > Fjr-ACE CRE © N W Q Fw- I 0 G. T d TOP B AND OTTOM FURR FURRINCs T®GU TONE 0GROO Q GAUGE ®Y G VINIZED T/ TOP OF � � W CY FG—.C] GENERAL OR � YPIG N r , a J (n ® G E ® O o 5J Z a w G® 50.1 IGYPSUM BOA ® Z N V W H.B. HOSE BIB VER VERIFY M Z H.C. HOLLOW COS ® © W �0��0I 1- = O H/C HANDICAPPED © ® Z �I ti U DWD.WARDWOOD wi WITH SHEET HDWE. HARDWA 0 R G O HM. HOLLOW METAL AMWOOD P- HOU HT. NEIGH HVAC I HEATM, VENTILATION ANDI C 0 1 AIR CONDITIONING4 CENTERLINE PLATE 1 OF 7 SHEETS REVISION 36'-0" Im e o 0 1 H191111110 F-2 F-2 I I dJ ® I © 7'-2 4-74' 0 3'-24' 6, 0„ 3'-2 41 © ro I 3 NI I a.1 01 I I I 3.1 � I I � N I I I = I 0 I 4.1 0. m I I N O3'-02 IO 19 V 0 L--- �� ----� 6 4.1 I I I I I I I 2 4.1 I 2 I � I N ul I ILL i I I I 4 \ I I I I I o r I I LF; Fr-2 F-2 L-------------------------------J L- -FF�- - I I L - T -O" 6-0" FO NDATION PLAN M 36'-0" 26-0" GENERAL FOUNDATION LEGEND (NOT ALL DESIGNATIONS AND NOTES APPLY TO THIS JOB) FOUNDATION FOOTINGS F-I 12"x12" THICKENED EDGE W/ 1-#5 CONT. El IS"x W " MONOLITHIC FOOTING W/ 2-#5 CONT 0 3'-0" x 3'-0" x 16" DEEP FOOTING W/ #5's AT 6" O.G. EACH WAT 1CONCRETE CO UMNS 8" x 8" CMU W/ I-#5 VERT. GROUTED SOLID AT48" O.G. ®® 8" x 16" CMU W/ 1-#5 VERT. EACH CELL GROUTED SOLID C-3 12" x 12" CMU 'O' BLOCK W/ 4-#5 VERT. GROUTED SOLID CONCRETE BE B-I PERIMETER BOND BEAM PRECAST LINT CAST CRETESCHEDULE] B-2 8"x 16" POURED CONC. BEAM W/ 4-#5s CONT. ® INDICATES NEW 8" CMU WALL W/ FILLED CELLS AT 46" O.C] ® INDICATES NEW CONCRETE LINTEL - SEE CAST CRETE SCHEDULE VERIFY ALL MASONRY OPENINGS UJITN WINDOW AND DOOR MANUF. EXACT SIZES. M GENERAL FOUNDATION NOTES: (NOT ALL NOTES ARE SPECIFIC TO THIS JOB) IQ. CONTRACTOR TO vERIFY ALL INTERIOR BEARING WALL FT'GS W/ ROOF KtxI 2, SOIL BEARING VALUES. FOUNDATION DESIGNS SHOWN HERE ARE BASED ON A SOIL BEARING VALUE OF 2 00 P.SF. FOUNDATIONS AND SLABS R DESIGNED O Y B R O D I - XP IVE OI Ol B CO P C D O S e I ODI I D PROC OR TESTA CERTIFIED OI ENGINEER SPACC-c-o7r,777-77771TE 501RING51 AT LOCATIONS SPECIFIED BY THE STRUCTURAL ENGINEER. THE SOILS GI EER SPALL REVIEO D IO DETIGNS, BUILDING O D, DATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY THE STRUCTURAL ENGINEER AND ENGINEER 3. CONTRACTOR TO VERIFY SOIL DENSITY AS PER GEO-TECHNICAL 4. ALL REBAR TO HAVE A MIN LAP (48x BAR DIA) AT ALL JOINTS AND CORNER51 5, INDICATES LOAD BEARING 2x 6 OR 2x8 STUD WALL AT 16" O.C. TYP. UN.O. REFER TO TYP DETAIL. 6. MINIMUM FOOTING PENETRATION. EXTEND BOTTOM OF ALL FOUNDATIONS AT PERIMETER OF BUILDING 12 MINIMUM BELOW FINISHED GRADE 7. CONCRETE STRENGTH. MINIMUM CONCRETE STRENGTH FOR ALL SLABS IO O IOBE MINIMUM 3000 I 8 R'S 8. N 9. LABS. PROVIDE 4" THICK CONCRETE SLABS REINFORCED WITH 6X6 10/10 WELDED MESH. PLACE SLABS OVER TERMITE TREATED WELL SLABSY FROM BUILDING. 10. TROWEL FINISH ALL INTERIOR SLAB AREAS I G DI G G . CREATE ISRaam rINI977ffxTUPEOR ALL EXTRIOR I. ALL CONCRETE BEAMS (P.C. LINTELS) BY CASTCRETE OR EQUAL 112. VERIFY ALL WALL OPENINGS WITH WINDOW AND DOOR MANUFACTURER'S GIFIC TION . 13. SES IN SLAB AS REQUIRED FOR ALL EXTERIOR DOORS v 0 7 3ro -0" IR 0 /TDAC o � WH N c0 8 0 5 5. 6'-0 54. a' 0 g068 PKT DR ATH 7 8 G 4.1 PKT DR BF6 _ 3'-4" 3 N 3068 PKT DR BUILT IN 3.1 in LINEN . CLO O O BEDRM 2 PE D R" i 11 4 KITGNEN T) O 0 0 �0 CO�/ERE ENTRY GREAT RM � i0 8'-0" GLG. 0 01 ill � N EM. EGRESS `� - ro 1'-0.. T-0" FLOOR PLAN 14'-0" 26-0" Q ® 14'_0" DOOR 5CE4EDULE # j QUANTITY j CODE j TYPE M.O. SIZES NOTES 0 1 I I PR3068 SWING I L2X 80" I IFIRENCH DOORS (LR) INDO G D E - BA ED ON PG IZE # QUANTITY CODE TYPE M.O. SIZES NOTES A 4 4053[S.-PI 4717763" JIMPACT RESISTANT 4 25 S.H 37314' X 63' JEGRESS AT BEDROOMS (I.R.) © 0 23 373/4" X 383.6" ITEMP. OBSCURE II.R.) GENERAL NOTE NOTE: DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY. I. ALL WORK SHALL COMPLY WITH 2O17 FLORIDA RESIDENTIAL BUILDING CODE AS ADOPTED BY THE LOCAL COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. VERIFY ALL DIMENSIONS D EXISTING/ CO DI IO IN THE FIELD PRIOR TO 2. GO R G IO . R POR Y DI G P GI O GI R I RI I C I DI LY ffieJOK TO AN WV ITY O CO C OR OR B-CO R ACTORS OREPORTING DISCREPANCIESPRIOR O N AN FORA N FOUNDATION NOT S) (SEE ROOF/ FRAMING PLAN FOR ALL GENERAL NOTE ) SEE AIR CONDITIONING PLAN FOR ALL GENERAL AIR CONDITIONING NOTES) CSEE ELECTRICAL PLAN FOR ALL GENERAL ELECTRICAL NOTES) 3. XT O WA S TO NOMINA 8" MASONRY CONSTRUCTION w/ I"x2" P.T. FURRING STRIP 4. EXTERIOR WOODO BE O I L 2x6 OR 2x8 P.T. w000 FRAMING AT 16" O.C. X 6. ALL WOOD FRAMING IN CONTACT WITH CONCRETE SHALL BE SEPARATED WITH A MIN. 15 IFELT OR 15E PR R R D OOD 7. ALL CBS WALLS TO RECEIVE APPROVED R-4.2 (MIN) INSU ATION (PROVIDE R-5 IF UNDER 600 I IO OOD O C I -11 I I IO AGES. GO G OR O V Ri Y I RGY GOD G G. 8. S 9. CAULK AND SEAL ALL WINDOWS AND DOOR OPENINGS. SEAL JOINTS BETWEEN DISSIMILAR MA RI R Q I D. 10. WET AREA WALLS (TUB AND SHOWER AREAS) TO HAVE 1/2" MR DRYWALL OR EQUAL 11. x2" 0 CARRIAGE BOLTS SHALL BE USED IN LIEU OF NAILS IN 'SIMPSON' POST CAPS @ BASES. 2. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND IF 3. METHOD OF CONSTRUCTION. THE ENGINEER'S PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY AND HE/SHE ALONE SHALL BE HELP LIABLE Fr`OR-A-NY--A75 ALL LITIGATION ARISING FROM INJURY. 14. THEMSELVES WITH EXISTING UIRED, tXAMiNA I IO Bt=t=N MAUL.R CLAIMS OR BOR GO p WHICH COULD 5. ALL WORK TO BE IN COMPLETE O G ORD R IN PLACE, D I:;)Y FOF 17. IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. I& ALL DEBRIS/ R TO BE REMOVED FROM JOB SITE AT CONTRACTORS EXPEN E. 19. GO R (-OR TO 5Uf5r-1IT PRODUCT PPROV OR - WINDff2, DOORS, ROOF ERIAL, -------------- GENERAL WALL LEGEN NEW 8" CMU WALL W/ FILLED CELL AT 8 O.G. O.G. FOR 2 STORY)/ I- 5 v STUCCO 4 PAINT (COLOR SELECTED FURRING TRIPS AT I6 O.C. W/ R-42 FOIL BACKED IIO DI/2 DRYFINISHED D P I D 3 si " x 25 GAGE METAL STUD 6U.O. LU/ 11'e DRYWALL AT EACH SIDE, FINISHED AN51 PROJECT DATA: 15aU,4f;RE7ff0-0-T,4GE: LIVING AREA 1,065 COVERED ENTRY EN NEW TOTAL UNDER RO 1,1,88 DESIGN PARAMETERS: C -10 BASIC WIND SPEED 170 MPH 3 SEC. GUST VU T./ 132 MPH VAS X RISK CATEGORY 2 TYPE: SINGLE FAMILY DWELLING - R3 D T G ED ACCESSORY D I G R G YP : VB DESIGN AS: I. ENCL05ED X MEAN ROOF HEIGHT - s3O' MAX. TOTALROOF LIVE O D- 30P O ROO DEAD LOAD- P BOTTOME50TTOM CHORD DEAD I (DAD - 10 PSF MIN. SOIL BEARING PRESSURE - 2500 PSF CODES FOR REFERENCE 2017 FLORIDA BUILDING CODE RESIDENTIAL E 2014 NFPA (NEC) 01 I- - (ALL LOCAL AND STATE AMENDMENTS) [Saint Lucie Building Department Froclur-tApproval Submitts ffi suit Permit Building 7259 . INDIAN RIVER DRIVE: Contractor: Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows @ Skylights FL # or ProductZE DescriptionFL1SI5-07 Attache=ment Method Type, Size Bulldin Deetg Product DesignMiami-Dade EXTDOOR Plast Pro IMPACT '4'0 X 21i2" tapcon 4" o.c. min. 11/4" embed. WINDOW PGT IMPACT I , 0 X 21x2" tapcon 12" o.c. min. 13/4" embed-1 Product Model # Manufacturer Attache=ment Method T4pe, Stz Bulldin gn Product gn tc. MUIltona MULLION PGT IMPACT PER MANUFACTURERS INSTALLATION INSTRCUTION -0630.01 Clipped Extruded Roof ASPHALT SHINGLE ROOF Siding Soffit Hurricane Pane s Gauge or steel less than b' span Hurricane Panels Gauge of steel 6span or more This document has been digitally signed by Richard Boyette, FL PE 42485 on 6/30/2020 using an SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. Digitally signed by RICHARD 0 RICHARD BOYETTE DN: c=US, o=RICK BOYETTE CONSULTING INC, OBOYETTE 400 OOBD4E000001, RICHARD108Az BOYETTE Date: 2020.06.30 22:33:22-04'00' RICK BOYETTE CONSULTING INC. CoA #9707 RICHARD BOYETTE FL PE #42485 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 561-790-5766 DATE: U I --I o� � U o U 00 q" 00 w ; d o U b Cd r. '5 M 8 i� o '0 0 o P U .� r U W ov v� n U r� Q w � w � w dN a1 QN d II U Fo UN Q 0 J LL Z a J Na I.L O W O o J �/ 1 v) W LL LLi Z W 06 w A R O CY za 0 z Z r� C6 V LU Ir-I M z ti LL z rZ 2 SHEET 2 OF 7 SHEETS REVISION B - 940 PLF U 564 PL B 940 PLF = 6 P L--I— p I I ® I I I I® I I❑---� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1900 2 x 2 I 1900# 2 x 2 22x36 ATTI AGGES -------------—--- --�-- ------ - -- --- I --------------------------------- - -- II II ---a-- --- ---- --------------------- -- - —-�--�-- II II II II O O # --- ---------------------------------- - - --- -- ---- ---------------------- PRE ENGINEERED/ MANUR UX.IUL) I R O.G. --- -----TI----------- - -- 13 -- I B 846 PLF U 564 PLF ❑® — 1600# 2 1600# I I I I I I I I I I I I I --�-- I ROOF/ FRAMING/ LINTEL PLAN ALL LINTELS ARE 8FI6-05/IT EXCEPT AS NOTED UPLIFTS NOT SHOU.N ARE < 500# LINTEL DEPTH MAY BE INCREASED WITHOUT COMMENT LINTEL LOADS NOT SHOUIN ARE < 300 PLF BEARING/ UPLIFT SFI6-IB/IT TYPE DESIGNATION = 3000 pet GROU QUANTITY OF # 5 REBAR A BTII. OF LINTEL GAVIT SFI6-IB/IT NOMINAL WIDTH L— QUANTITY OF 5 REBA NOMINAL HEIGHT A TO TOP .. ED. z Q rREpAR, w � � BTM. OF LINTEL CAVITY JU B _ 940 PLF B - 940 PLF U = 564 PLF 1 C 0 < G 0 µ < 60' PLAN PL'rW00D SI-EAT1 4ING NAILING SCHEDULE ROOF NAIL SIZE NAIL SPAGINCs ZONE PRESSURES Fad] 4" AT EDGES, &" AT INTER1'1EDIATE SUPPORTS RO E > 9 (a) 39.1 PSF Sd 4" AT EDGES, 6" AT INTERMEDIATE SUPPORTS RO ® 68.0 P Sd 4" AT EDGES, 4" AT INTERMEDIATE SUPPORTS ROOF M 00.E PSF LOAD B OR G -CRETE IG - R Cx PREGA6T FFRESTRESSEED U LINTEL UJITH BOND BEAM a®mom wow. MM ,YI _ __ �■F7C%Z:■■BLlL7�■f%S YS:1�■r(.y{�]— ■�iioi �■■CCltC1�■[%S•55:1�■[�-sia� ■ FI r��! ■■ LL'lFl�■ f%I.i]�l �■�M-l.!%]� r� ■.�czi9�■ �_��i ■ Tom, i>~J �■:i:->,.a� -- ��nAai�■nac9�■rin�->rl�■�-1� ,� __ ■AR_71■�IrrF»■Icr..n��■Irroya�■Yc>In� ■.Ir=rz ■.i��1�i•I�.li._T 71�.n7 l:T�� ,pl -- ��m-�-y�■r�r_�IAAA�■Fr�zl�■•��,_,a_ ,� _ � -- D�Ir•YL-1�■ii.—■YL4�L•]�■14Cf� �Ir_la=.J�■ n.��-1-1 � � i7ai.3�■F}sS1rJ � ■.=-ss��■Irorh7�■n.-Iei�■i 171� I■� ■F-iZI MM■LLL"l�■IGT1y—■If-1.-L1— ■LZTs1�■k•F}�2�■IFZ7�—■IYLZ1FBI � ME ■4'�.�-7=■raazi ■II�'Z7M■Ira1-.F � • ■c�•1�■■ria�■Ir%ii�i�■Icsn� ' -' -- ��cicr7�■rr•.1•.J�■Ii..i..7c>�■i«y� -CS�iI �■ r'ZSi7 _ ■!•I!•1�■IILTil1— _ _ _ _ r■IiJ��■ICI ��■II:A a�■I_I■iJ� ■:•..-•.,�■rss-.dam■iiw]�■iF rr]� ���■1-� J_■�_�=J�■1_J�■IAA a� ,® __ - Y �1.1=J�=1F%F�■FFIi�■I�Ai��■ion+� ■ice=Ma. -'-'j Jl� �IF1Ji■ "i IGS.JI(i■ ii. cu_J�■.!!_J I � SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ■I■fL'.■■■EMU®'1 ■r—U-1 ,� IYL7Z■C ® I.IL�■CL "I�Cl'Y/��"f�SL'Yi��" L"L^Y ��Y�CYi•1.. ■IC�1?�■ ■�.1�A"�:�1�■■r:�7/■■■I��,.���, YiJJ Um ■LL�'L��CfCL'. �I�wl3197. Im D��■L1L "Em �� ® ■��FJ.S1■■liiL'.■ 7�J ■�Cui�i. ® ® ® ■r�9■■I■11J■■r�m--d—offf��"-I ® "�■IY�I■■1� W rn}�m� ■®■■■■r r Mmm�"■"■r[® �m f� m iF�lml ■U■■M■r ■r ■r ■r ■r rlai;r■ LiII®r®�® �I�II� mi ® ■�Lti1J��l'M'Joflf■_■■riiJ■_■LL ��YlSI�]�LL'lii I F1 a-■■®■ a�® E&rm■F-®r® 110- rr�l�■�r:�r���rl�,�r 0 ■IY^L'■■L171■■�i'T'■■�WJ■■rL•1'i�ll�l'LY'CLII$]�YSS r■r■r ■r■rriffia-®1' GtiiiJ ■1i51■ 11 r� �� .Ilr■:LCi [m;�L•l6: ( THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS r�C.: �Ar�ln��a�JC.F.�3{i1�9.iw1�t.L•i:iLrs.35:i�\/� 71�iiCf=i-'S:i��BYd-'3:iJ•tiiiBYlK� ��tl �Iw�.71 �4�.�i3•].»:Z.Lug.�Y•]wl.�l�.r•Z.rl.rl»I�r�iA1��7•J ��iA1�A 17iJ ipAE:i�Igb7rW:FZ•LE-']a�adi)�� ���i'1 �1wwa�[•�. 11F'I7 rafilJ■F`f.'7.'7i Jt�f.'7QrilE.t7:J7M1717Y • - • � - Q •�® ••. NMI I=NJaMOr NN-1Er•]rl0rt. =47•LSi7 �vrnm_idwa■lawlawa•>,arunld _ -' _ _ _ --- ..• ._ Y�J�LR67�G?:�`J•114'711 �!b'T!7�'Td.l1-'3a7U i��JwlilnrlroP.��{21<(•J �Irb7•1LL! F7vT.Ia ar�s.�ere>rr•�I 1■F-}-afairrn I�a,�ael.�r•�a�t,��t �twwawwrinn_twwwl_I� vrz.»T.�nr_t���.'>awrlmtawa two loL•t�1w�11Jw1ar. iaiA�fa.]a.I."]A 11.7F7.r l��nF'7a.)F7LI • . •. r_1wArnl�r_3w�-v���AAAryr»'�-�><�ura, �i7a Il�lw�illll_T=7w��illib"LT».7� I•.Tilf �71�I�FY•P.�.7Si1�•.r� RETROFIT STRAP (FOR MISSED LOCATIONS) SIMPSON MTSMI& - GAP 860# U IFT NO SCALE 235 FI 90 F2 This document has been digitally signed by Richard Boyette, FL PE 42485 on 6/30/2020 using an SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. Digitally signed by RICHARD O BOETTE RICHARD DNYc US, o=RICK BOYETTE CONSULTING INC, OB O Y E— T E OOOOBDI cn =RICHARD O BOYETTE Date: 2020.06.30 22:33:38-04'00' CONNECTOR SCHEDULE (GENERAL) TYP. OF CONNECTION # U CONNECIOR/DEVIGE K511Pid X I�h" NA[L9Iril � (# OF CONNEGTORb) CONNECTOR ALLOWABLE I - Q I R Ih OR REMARKS ORIDA PRODUCT APPROVAL UPLIFT LATERAL EL IF2 LATER4L '� - - _ - - _ - @AL19 - aT7 d bIZE T7PIGAL TR.Ibb TO % 0 12 1520 340 725>< 7 - I0d x IIh" NAILS FL�114732 LAYOUT FOR UPLIFT) 2 SIMF501J HETA I6 I,SI 340 725>< 9 - 10d x I�" NAILS FL�114731 bIMF'S0N HHETA 2 ( 2 y;2S# 340 bl5 I0 - I0d x I�h' NAILb iL�11473] 4 bIMF'SON MGT 3%5>< © © - NAILb PL�114737 5 SIMF'SON DETAL 20 2,480 � 2000� F 1370� 18 - 10d x I'h' NAILS FOR TFiUSSE9 Q FL II 73.10 SIMF50N HT? 4 4235= o o IS - Ibd NAILS TO bn'D„ ALL -THREAD EPDXY IN CONCRETE iL�ll4% 1 bIMF SON FGTR p . A. 0 11 5 'k x3 d - i x d I PLY 271 FL�114733 $ SIMPSON HGi 2 I07W0# Ib - 1I EACH GIRDER LL/ 2- a"xl2' ATR TO CONCRETE CAP. = FL 10456.4 EACH 9 SIMPSON VGT QI © 4940= 7I85= 8890� Ib bDb 1i4" x S. 32 bD9 'ia" x 3" 32 SDS '�s' x 3" 2 PL7 MIN. 2 PL7 MIN. 3 PL7 M1N. pL 11470 10 2 P�� LGT 2 21505 16,16 : b �� R FL�11470 SIMPSON LGT 3-SD525 32�p �� "xX" 9 9 GIRDER FL><II470 N5 HD TRU89 TO WOOD 1P bIMF'SON VTGR < TO 4:12 PITCH 4:12 TO 12:12 PITCH 335� 4 SD S9 x 21h" SCREWS SUPPORTING FL�IO%I 3 SD 9 x 2`h' SOWS VALLEY TR19S 13 SIMPSON HIOA II40S 585 2--#W S NAILS PRAFT ER FL=10446.7 _ I� x Ih 4 bIMP50N Tb - I 5"=SON MSTA 24WI Ibl05 IS- 10dx1 z" FL I0852 FL •FLOOR RpOF y SIMPSON LU9 28 2xb 2x5 1165>< II65 FL 865>< FL 1100� � 1070>< IiF 1255� 6-10d NAIL 410d NAIL CARRIED CARR7I FL�10655 I7 8 2x8 1165>< 1550� FL 29505 FL 3790r - II65S 4070 E Ibd NAIL 22-Ibd NAILS CARRIED CARRYI FL�10655 $ SIMPSOW LU9 210 1165� FL 1445>< � 1795>< E!-I0d NAIL 4-10d NAIL CARR7I CARRIED FL�10655 SIMPbON HU6 21 3000 FL 4ioS# m= 4450 30-Ibd NAILS 10-Ibd NA[L9 CARR7I CARRIED FL�10655 2 SIMPSON PC �4 1700� ffi5>< 107 b-Ilbd NAILB �bT FL�10860 PI AENl44 SIMPSON A&166 2200>< FL 3585 � 385 I2-Ibd 4 111 Ih"0 x 4" EMBE POST FL�10849 RICK BOYETTE CONSULTING INC. CoA #9707 RICHARD BOYETTE FL PE #42485 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 561-790-5766 DATE: U O � � U o U 06 q" OQ 0 o U b CIS r. 15 P U U �v 7�M Qw CISw � w O a� C) dN 0 QN d II U Fo UN 'she Q O LL Z 0 WLL > J N r , W lTrT`l/' V Z a ^ � AR N Q H �a Lf jrIIIII,1 Q � /^� z a LL Z r� N V O M Z tiD O ED Z ti G SHEET • 1 OF 7 SHEETS • 'd FILLED CELL AT JAM P. Ix4 P.T. WOOD GEMENTIO .°�: BLOCKING ALL I I (3) SIDES Q4 OD RI CORNER BEAD (TYP) 1. BRICK MOULD 2x8 P.T. WOOD BUCK ANCHORED TO MASONRY W/ 1/4" DIA. TAP -CONS, AT DOOR 3" FROM END AND ro" O.G. (PER SCHEDJ STAGGERED PROVIDE A MIN. GONG. EMBEDMENT OF 1 3/4" ANCHOR DOOR JAMB TO ON CORK. WD. SCREWS 2 LG. AT G I G . v L. EXT. DOOR HEA12 INC SGA NO SCALE 5/8" DRYWALL ng SETRI WOOD BLOCKING IZ FINISHED WOOD PERIMETER CAULKING FLOOR COVERING 0 GONG. FLOOR SLAB PERIMETER CAULKING STUCCO FINISHI B E BELO WOOD TRIM 3/ 3.1 POCKET DR EXT. DOOR SILL JAMB d• CEMENTIOUS d I I . • d FILLED CELL —FiX 7 1-7 05 B O CORNER BEAD (TYP) IALL (4) SIDES CONT. CONT. SEALANT CORNER BEAD IMPACT RESISTANT I X 3 P.T. ALUMINUM FRAME WOOD BLOCKING IMPACT RESISTANT CONT. SEALANT GLAZING SHIM SPACE ANCHOR WINDOW TO BUCK W/ 1/4" DIA. TAPCON x 2 3/4" AT ALL PRE DRILLED LOCATIONS SPACING NOT TO EXCEED 18' O.C. EMBED 1 1/4" INTO GONG. OR MASONRY. SEE PRODUCT APPROVALS FOR REQUIREMENTS. Tl'P. LINDOW JAMB DETAI NO SCALE COMPONENT AND CLADDING PRESSURE ZONES PER TABLE R3012GO 2017 FBC RES. 8 PARAGRAPH R301.7.1.7 CORNER DISTANCE, A= 4 FEET IN ALL GASES s H �'� INTERIOR ZONE ID. EFFECTIVE IA UP TO 2 +37.8/ -41.0 20-50e.f. EXTERIOR ONE ID. EFFECTIVE E� UP TO 2 +37.8/ -50b EB 20-50s.f. +36.1/ -473 Q 51-100s.f. +33.9/ -42.7 T 017(2) OI7J3 R301](4) AfT8--O' AFF. _ TOP OF BEAM 6 -8 TOP OF WINDOWS/ DOORS NEW STUCCO @ P I O CH © XI G IA 0'-0" FINISHED FLOOR ollb8'-0" AFF. TOP OF BEA m'-m" FINISHED FLOOR 01111L8-0 AFF. TOP OF BEAM 0-0'FINISHED FLOOR 50UTI4 ELEVATION EAST ELEVATIO NORTI 4 ELEVATION WEST ELEVATION I V. c� TO GONST. MATCHXI5TING RESIDENCE OP Digitally signed by RICHARD O RICHARD BOYETTE DN: c=US, o=RICK BOYETTE CONSULTING INC, OBOYETTE 400000BD4EcOnORICHARD108A2 BOYETTE Date: 2020.06.30 22:34:18-04'00' This document has been digitally signed by Richard Boyette, FL PE 42485 on 6/30/2020 using an SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. CODE COMPLIANT WINDOW INSTALLATION METHOD (FBC-R703.S) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. STEPS THE WALL 4 WORCING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. AF'PLT 91LL FLASHING (4p6•) 3) APPLY JAMB FLASHING APPLY BEAD OF SEALANT AROUND THE TOP t 2 SIDES OF THE BACK $IDE (INTERIOR SURFACE) OF WINDOW MOUNTING FLANGE. ID APPLY DISCONTINUOUS BEAD OF SEALANT TO BOTTOM FLANGE, LEAVING (2) 2• GAPS. IMMEDIATELY INSTALL WINDOW fj APPLY BEAD OF SEALANT ACROSS THE FACE OF n MOUNTING FLANGE AT HEAD J APPLY HEAD FLASHING OVER DIAGONAL CUT - SEE DIAGRAM. SECURE EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING S h" (22G ) ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORJERS TO FLASHING IN HOLD FLASHING IN FA ACE UNTIL U2Z8 IS APPLIED. 5ECTION A THROUCsH WINDOW JAMB FLASHING ®APPLY A X" NOM. DIA SEALANT BEAD BETI EEN MOUNTING FLANGE AND BEAD OF SEALANT TO THE FLASHING. BACKSIDE (INTERIOR) OF THE MOUNTING FLANGE AROUND THE ENTIRE PERIMETER PLACE BEAD IN LINE WITH ANT Pry -INCHED HOLES FLASHRJG AT HEAD EXTENDS OR SLOTS. I" BEYOND JAMB FLASHING. ®HEAD FLASHING O \ MOUNTING FLANGE AT THEa� \ HEAD. FLASHING GOES OVER \ MOUNTING FLANGE. EMBED \ BOTTOM OF HEAD FLASHING \ AGAINST SEALANT (FLASHING \ GOES OVER SEALANT). \ \ / EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. \ / FASTEN IN PLACE. \ / I I AFTER INSTALLATION A SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME A SEMI JUNCTURE. SEALANT \ FLASHING SHIN AND ADJUST WINDOW TO ACHIEVE SQUARE, / PLUMB AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOLUS FER QI .rf /III WIXOM MANJFACTUFMR FASTENER SF£OIFIGATIONS. I OWEATHER RESISTANT II I BARRIER DEGREE AN GLE, CAFSPULLY CUT THE NA BAR R DIAGONAL. GENTLY RAISE THE I TOP EDGE OF THE BARRIER UP AND TAPE THE /\I TOP GORNEFIS AND CENTER TO THE EXTERIOR UAZB SURFACE ABOVE. INTERIOR VIEW / TOP LEFT CORNER Or WINDOW / NOTES: pen flashing 1. flashing to be fle)able self-adhesive type (min. 4" wide) �°Ded 2. cover sill to at least depth of window, plus 2" onto face of wrb /s` dpb�ae- 3. the pan shall direct water to the exterior over sill flashing sill 4. install flashing around remaining window unit 5. weather resistive barrier to form water shedding laps �� Ally "f SILL PAN FLASHING barrier wall sheathier ng Prepared by BOAF First Coast Chapter REVISION DA RICK BOYETTE CONSULTING INC. CoA #9707 RICHARD BOYETTE FL PE #42485 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 561-790-5766 DATE: U I --I G �y U U q" 00 00 o � " PH U CAI I=1 U 00 M vcGM � O O Q� QN Q II L)= Ho UN r3 O LU LL > Nw LL L,fi Q LU LU CY A W g J J za Cd c� LU ~ ti z ti� SHEET 391 4 OF 7 SHEETS # REVISION DATE BY PRE - ENGINE E F;;,E DI This document has been digitally signed by Richard Boyette, RQQF Tj;;,DUSSE rj AT FL PE 42485 on 6/30/2020 using an SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be RICK BOYETTE CONSULTING INC. ROOF MATERIAL - STANDING SEAM MTL ROOF1 '� Verified On any electronic copies. ff 1/8I GAF AT PANEL CoA #9707 AN,w/Sd RING SPANK AT 4o.c. AT D ON PRE-RE EDGES 0 Digitally signed byRICHARD0 BOYETTE RICHARD BOYETTE 12 O.C. VERIFY EXIST GDX PL T WOO R HARD CONSULTING CONSULTING INC, FL PE #42485 4031 COCONUT BLVD ROYAL PALM BCH., FL 33411 2x4 OTTOM CHORD SLOPE AND 5 MATCH 41XS' PANELS 0u A01427E0000016A79188A240 BOYETTE OOOOBD4, cn=RICHARD 0 BOYETTE 561-790-5766 PRIOR TO CONSTRUCTION (MAX. 241' SPAN Date: 2020.06.30 22:34:38 -04'00' DATE: GALV. MTL. ANCHOR STRAP AT EACH TRUSS w/5IMPSON HHETA 20 OR R-30 BATT INSUL. EQUAL EA. TRUSS. SEE CONNECTOR G DUL OR O P I O. STEEL STUD I/2" DUROCK i CERAMIC TILE ELEV. T.O. TIE BEAM ��a DRYWAL GALV. MTL. DRIP EDGE PROVIDE 2x4 8 - BOND 5EAM OR AL ION P.T. Ix2 ON P.T. Ix8 FASCIA BLOCKING AT ALL GROU SHOWER EDGE AT CURB LINTEL OVER OPENING MATCH EXISTING PLYUJOOD SEAMS. WATERPROOF MEMBRANE #50 VERY. AT ALL GOLM. GROUTED SOLID RESIDENCE 4' DISTANCE FROM END O CERAMIC TILE U1 0 IN CELL AT 46" O.G. AND AT ALL CORNERS AND EACH SIDE OF ALL OPENINGS - IIIIII �I i� NAIL SEAMS W/ 1Od I�INr3 Z WATERPROOF MEMBRANE N MATCH ISTING m GROUT w l SEE FOUND. PLAN) RESIDEN E �17"425' S44NK AT 4 OT.G. EA. W G RAMIC TILE t MORTAR BED m" m ALUM. SCREEN SIDE OF SE4M. @ i MORTAR BED U11MINIMUM 2"X2°XI6GA. REINF. TO END N w VENT AT S-0 o.c. - Z OF MEMBRANE V 2"x WD.I=ASCIA p SLOPE TO DRAIN U SLOPE TO DRAIN Q UJ/ (2) 1601 EA. TRUS o � Q -- — '� " YWA ON .T. Ix2 FU INC N _ _—J 19 RIP o.c w/R- I PROVIDE 2 LAYERS OF Sd RING SHANK NAILS AT ro" O.G. L --- ---- — — — ----------- — — — — 19 Q % CCO O P P R BACKED METAL LATOH OVER ADDITIO L AT PANEL EDGE ANDWATE „ o 71 LAYER ON 15 FELT OR Y R PPI G)4 INTERMEDIATE SUPPORT 4" C.G.00 SPACE AT 2"X2"XI6GA. REINF. At CENTER OF SHOWER v Q 50 w/STD. IO HOOK w/MINb" (TYPICALo I S, DIAPNRACxM BOUNDARIES AND PANEL EDGES SHOWER EDGE AT FLOOR 00 w IMBED INTO FTG. w/MIN. 30" LA TO VERT. #5m AT ALL GOLM. GROUT SOLID ENDS (DISTANCE 8 FROM END) WALL SECTION AT SHOWER � � bA 0 Cd T/ 4- TYPICAL SHOWER DETAILS ( SEE FOUND. PLAN) Z - 5 .a CAA .o �POURED �0 b c> M IJ a z-COAT STUCCO (� ^° Q ,I �OOF S4EAT4IN DETAIL //TT 3/411- 1-SC/II ON 8 x8 xl6 CM.U. 4" GONG. SLAB ( SEE FOUND. PLAN) o y o a ",� U I1xx" BLOCK RECES r U >~ �v U ELEV. FINISH FLOOR O � o CD Q W .� I.• SLOPE GRADE GRADUALLY �; .. •. TO 10 FEET FROM BLDG_ CONCRETENTrL LINTEL CASTCRETE" 5CWEF>ULE FOR L, . RE NFORC NG AND FILLING JIF FmZEQUIszEI:? TYP. BOND BEAM W N W [ O IS'' SEE FOUNDATION PLAN � QN '[Q�j, -z WO ^ 1z O Q r�. TYPICAL WALL SECTION 3/4 = I -0 4 4 4 I I I I I I 8" MIN. I I I I I I CONCRETE BLOCK WALL II II II 11 11 11 O 2 x 4 BRIDGING J 1 1 1 GROUT -FILLED CELLS - R-30 INSULATION LL I I I 3000 PSI (TYPICAL) COLUMN STEEL (� (� I I I (SEE PLAN) 1 VIN V 5/8" DRYWALL X 1 1 1 2"x 4" TOP PLATE Cn Q I co I I I x 4 GUT I l 4 2-16 d AT ea. TRUSS. — (� � 11 W m 1 _6 I 11 11 MASONRY INSPECTION 1 1 O W LL tp 11 Q CLEAN -OUT HOL 11 11 (T-47 BLOCKS) ALTERNATIVE: r METAL STUDS IN LIEU x NLU I I I DOWELS TO w W -----J -----J -----J MATCH VERY. LI. W 13 8" MIN, I/2" DRYWALL r , Q W i Z 2 x 4 WOOD STUD � AT 24" O.G. A R v Z J J za Q Z O BOTTOM OF r007ER — — 3/4 , -1'-0" TYPICAL M4S0NRY FILLED CELL DET4IL -------------- _ Z o J N V d ` PROVID LINTEL B OC OR POUR SOLID 8 D P (TYPICAL (CSOEE FOLL ODCTI o PLANDFOR 2"x 4" P.T. PLAT W F-I �' N CC LU EA. WINDOW SILL) REINFORCING) Z V^ 2 I-#5 CONT. 3 I . C R. NOTE: THE INSTALLATION OF GLAZING PROTECTION AT 12 O.G. MAX. SHEET D VIC B CO ID D I DESIGN OF THE SUPPORT STRUCTURE 4*1 1 3/ 4.1 STEP DOWN AT 5HOWERI 13141, 11TYPICAL WINDOW OPENING IN CMU WALL 3/4"- I'-O" �/ 4 I 10/ 4.1 3/4"- I'-� 5 OF 7 SHEETS NON -BEARING INTERIOR W4LL REVISION m �\ ArfummemlRY", KIM—_ RANGE / OOD 7m ruxgiE'RH KITCHEN \--T 12°m _�__ COVERED ENTRY Sxl 200 cfm AIR CONDITIONING PLAN GREAT RM 20x20 RACs Sxl6 200 cfm WAER W/ GO SHAT 48 AF NOTE: THERE CAN BE NO OVERHANG OR ? OBSTRUCTION(S) TO AIRFLOW DIRECTLY ABOVE CONDENSING�;J� UNIT. 1 C I I G G SUPPLY AIR DUCT. SEE O B G IG Y ATTACHE I TOAHU f_5r_R_m 1601.1..I Z N w IS MIN. 1 GU -I 4 X 2 X 3/16 STEEL CLIP WITH 3- 12 SELF TAPPING TEK SCREWS ' INTO THE UNIT AND xx 2�i2" TAP CON INTO GONG PAD. 2 CLIPl PER EACH SIDE RETURN AIR DUCT. SEE FLOOR PLAN i A'HU IR HANDLING UNITI BUILT-IN DISCONNECT REFRIGERANT LINESI CONDENSATE AIN W/ I" S.V. I O O PRO G ION FOR SIZE. 6" MIN SLAB TO EXTEND A MINIMUM OF 6" BEYOND UNIT ON ALL /C P OR I I TION 0 PROV DE OVER FLdU PROTE ;l DEVIL Low CO .TION SIDES. NEOPRENE VIBRATION PAD ANGLE IRON FRAME SUPPORT GRADE Q.� MINIMUM 6" ABOVE GRAD FLOG RETU�I AIR PLENUM BOX f� s1, GONGRET£ PAD 6X6 WWF CONTRACTOR TO LEAVE A 4" PERIMETER AROUND D BOV I I P K GOD 6", 3000 APU DETAILINC) CONDENSING UNIT MOUNTING DETAILl INO &GALE SCALE GONT. TO SEPTIC SYSTEM PLUMBING RISER NOT TO SCALE EX�4AUST FAN SCNEDUL MARK AREA SERVED TI SPEED CFM TS.P. IN WGI DUCT Q MAX. MOTOR DAT GONTROLLE REMARKS H NOTES F, I RPM1 LV2/Hzl F-I 88 BATHROO IS 50 .50' 3 40 /12 4 120/I/60 SWITCH -91 AT TOILET RM NOTES 12, O 4 2 KITCHEN o 190 .50" 7"0 © I/I 1,140 120/I/60 SWITCH NOTE51,2,3,4 AT TOILET R"I NOTES: A/C CONTRACTOR TO FIELD VERIFY ALL NOTES IBELOW ANff­­REaUIREMENTSARE PER CODE 0 91 4. RPM'S INDICATED ARE APPROXIMATE. ADJUST FAN DRIVES TO ACHIEVE AIRFLOWS SPECIFIED. MAINTAIN A MINIMUM CLEARANCE OF 10'-0" FROM ALL INTAKE AIR FANS AND ALL ROOF TOP UNITS OUTSIDE AIR INTAKE OPENINGS. !HOOD CAN BE NON -DUCTED USING THE RECIRCULATING I R EXHAUST FAN(s) AND KITCHEN HOOD COLORS TO BE SELECTED BY OWNER LEGEND NOTE: THIS IS A SCHEMATIC DRAWING, A/C CONTRACTOR TO PROVIDE SHOP DRAWINGS. CENG ILIDIFFUSER SEE DRAWING FOR DIMENSIONS, NECK SIZE, LOCATION AND DIRECTIONS m OF AIR FLOW. ® EXHAUST FAN. SEE DRAWING FOR LOC IO ND EXHAUST LOCATION 50cfm TYPICAL UNLESS INDICATED DIFFERENTLY ON PLAN. GEILI G RET� AIR GRILLE. SEE DRAWING FOR DIMENSIONS,NECK IZE AND LOG TION. ® CEILING AIR TRANSFER GRILLE. SEE DRAWING FOR DIMENSIONS, NECK SIZE AND LOCATION ®THERMOSTAT. T SEE DRAWING FOR LOCATION. ABBREVIATIONS VTR VENT TO ROOF AIR HANDLING UNIT VTW VENT TO WALL mc EXHAUST FANq VTRJ VENT TO ROOF JAC ICU5IC FEET PER MINUTE SIDE WALL GRILLE AT 6" BELOW CLG. O TTSI CU CONDENSINITG UN FLA FULL LOAD AMPS R R IR GRI RAI RETURN AIR GRILLE G R VAC NO : IQ. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 FLORIDA MECHANICAL BUILDING CODE AND ALL LOCALCODES AND ORDIIN MANNER AND ACCEPTED BY THE ENGINEER UPON COMPLETJuOB. Q CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER TRADES 3❑. CONTRACTOR SHALL COORDINATE AND PAY (VIA THE BID) FOR ALL REQUIRED DRAWINGS ARE DIAGRAMMATIC IN NATURE, SHOWING THE WORK TO BE COMPLETED. THEY ARE INTENDED TO SHOW A COMPLETE WORKING SYSTEM. ITEMS RffMONAELY INrERRED AS NECESSARY TO PROVIDE cOMPLET SYSTEMAND FUNCTIONING SHALL BE BROUGHT TO THE ATTENTION OF THE E B OR BID OR THEY WILL BE CONSIDERED PART BID. 5❑. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR THE C0777TION 6. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS LABELS WHERE APPLICABLE. 7. TOR SHALL SUPPLY AND INSTALL ALL NEW WOR< INDICATED N THE DRAWINGS THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOONIBLE IN WRITING GIVEN NEW DI G [O 8. IT THE JOB SITE AN FAMI IA I HIM/H S F I L CO DITION I VO VI G .V. .G. Y D PROM IO O THE C05T Or THE BID. ALL EXI5TIRG__MFG_7ANIC.ALQ I V BY THE CONTRACTOR. 9. OG IO Y CHANICAL EQUIPMENT NOT DIMENSIONED ON THE DRAWINGS BY THE OWNER (OR OWNERS REPRESENTATIVE) OR THE ENGINEER DRAWINGSFI 10. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE TIME OF OCCUPANCY. ANY DEFECTS SHALL BE CORRECTED INCLUDING ANY DAMAGE TO OTHER DIVISION OF CON TRUCTION WITHOUT ANY ADDITIONAL CHARGE TO THE OWNER I. GOD Y I G D O I G DEEP EMERGENCY PAN IN.). IMUM FROM EXTERIOR WALL AND SLOPE AWAY FROM EXTERIOR WALL. GREATER DEGREES V I G V X UST "HEER PROVID tESt AND BALANCE REPORT ft(GRILLES V14.SHALL BE FULLY ADJUSTABLE ALUMINUM GRILLEIR OR PPROV D Q P CH AIR HANDLING UNIT. UNIT SHALL NOT HAVE ANY VISIBLE NAMEPLATES. 16. ALL NEW EQUIPMENT TRANE OR EQUAL V RI Y D G I I IOWITH ENERGY CODES AND ENERGY GALLS SUPPLIED. 116. HOLD ALL WALL MOUNTED DIFFUSERS 10 BELOW INTERSECTION OF WALL/ CEILING. 19. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT I CFM/ILATED OOR 20. L v I G D RO PENETRATIONS SHALL BE BY MECHANICAL GO C I OR INSULATED FLEX DUCT (SEE PLAN FOR SIZE) ALTERNATE DUCT DRAWBAND OG [O (TYP) I" INSULATED PLENUM SOUND 1,\ TRAP `LAY -IN GEIL' EGG GRATE TRANSFER AIR DUCT DETAIL (CEILING) INO &CAL CONDENSATE TO TERMINATE AT 12" MIN. OFF EXTERIOR WALL 6" ABOVE GRADE - BATH VENTS VENTILATION BY 402.1 DRY R NT U I --I O Iru U O 00 q" OQ w 0 c'. o U b cd M Ca Q:) Oa o kD N o P -- U U v 7�M Q w � w � w O a� O dN a1 QN d II U Fo UN O Q A z IV ��Qy J J OLu 0 LL Q Z a Z a J a O Lu 0 N W oC Z tu Z Z GC W O p A H N c� Z za O V cn a_ Ir-1 M Z z ti �� a SHEET 5*1 6 OF 7 SHEETS REVISION ELECTRIC PLAN LOAD CALCULATIONS AREA UNDER A/C 1065 sgft General Load: General lighting VA ea 3,195 va 1 Range 8000 8,000 1 Disposal 700 700 1 Refrigerator 1200 1,200 1 Washer 1500 1,500 1 Dryer 5000 5,000 2 small appliance circuit 1500 3,000 1 Water Heater 4500 4,500 Subtotal General Load 27,095 First 10,000 @ 100% 10,000 Balance @ 40% 6,838 Total General Load 16,838 VA A/C load @ 100% Cooling Heating #1 5,000 Total A/Cload % 100% 5,000 Total load 16,838 + AMPS 91 5,000 21 7 WP/ GFI PANEL BOARD SCHEDULE Bus Am Load Description Pole Trip ® ® Trip Pol ILoad Description Bus Amp A/C #10, -,, 2 30 © 50 2 AHU l5KW HS) #8, 34' 5,00 0 0 ® = - o 4500 WATER NEATER #10, 3ra" 2 30 © © 30 2 DRYER #10, 3ia 5000 5000 RA / E00 #g, sra" 2 50 0 10 20 WASHER #12, ii2" 1500 19 - - II 0 0 D IFEE)Room #1 (AFCI 150m ISMALL APPLIANCE (CFI) #12, iiz" I 20 14 20 IBEDROOM #2 (AFCI) #12, ors" 1500 ISMALL APPLIANCE (GFI) #12, �rx" I 20 15 I6 20 BATH (CsFI) #12,'rs" 1200 REFRIGERATOR #12, 'rp" = 20 17 [E 20 EXT. RECEP. ( CFI) 700 DISPOSAL (CFI) #12 ii2" I 0 9 ©0 EXT. LIGHTIEg#12 ii2" I 20 GREAT Rti (AFCI) E= 20 23 24 25 I26 27 29 30 RATED VOLTAGE]20/208 277/480 I PHASE 3 WIRE POLES 12 2®� 30 42 RATED AMPS 100 150 200 225 E19M MOUNT: D SUR=ACE ® EgEH FULL NEUTRAL BUS]® GROUND BUS ❑ BOLT -IN TYPEIM PLUG-IN TYPE I FEED IS TO EEJ ❑BOTTOM TOP I O YL] IMAIN CIRCUIT BREAKER P All breakers must be rated to interrupt a short circuit ISC of 10,000 amps symmetrical (Series rated with main) ELECTRICAL 5"E L5 ,l-, W) DUPLEX RECEPTACLE 6WITGN INGLE POLE v TELEPHONE OUTLET / \ / OUNTED AFI DUP X C L RG I 3 SWITCH AY TELEPHONE OUTLET \ � HI-HA1 OOR I �I ,N,u IU DUPLEX RECEPTACLE 4 sUIITCN AY CAT6 \ \ l RECEs. WALL irfl� WWI/ DUPLEX RECEPTACLE R SWITCH AT O .BSERI SEMI-�CESSED WALL v. GO U X G ACLE D SWITCH ARD WIRED SMOKE ALAF31 INCANDESCENT LIGHT U X C E K SWITCH �, � HARD WIRED XI D WALL SCONCE VJ/ VV'�LL^i UPL X REG PTACLE D15C, � 6111ITCH DI NECT O H"AC O°�TAT v-v Tp'ZC,CK LIGHT ,f1�� WW11 U X C AGLE C RI Y P D T H THERMOSTAT/ NUMIDIsiA F- ----I FLUORESCENT ® QUAD X FECEFT. PB G RO P D OR . DOOR) ® EXHAUST III �1 MOUN DEDICATED GA O EXHAUST FAN 4=,O, EMEfd'iENG7 LIGHTS DOOR BELL ADDLE FAN Hi � SECURITY. FLOOD DIRECT WIRED (7 Q ® () MOTION SENSOR ® v PTAGLE py{ II�EI BASE LIGHT 4- CHANDLER O DUPLEX RECEPTACLE -U LE GL. � GLOBE LIGHT B AKER JUNCTION CHIME BOX KEYLESS LIGHT FIXTURE F L. METER GENERAL ELECTRICAL NOTES: I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2014 NATIONAL ELECTRICAL CODES. 2. C RIC GO G OR VERI Y EL C. RIC NY 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPO ED TO WEATHER SHALL 4. I I RE IZE SHALL BE # 12 COPPER CONDUCTORSO B GOPP R, Y NLE55 OTHERWISNU I 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/8" 0 x V GROUND ROD AND COPR R I CO 7. ALL 120V. I P 0. B ROO E AND EXTERIOR V .FS. PROTECTION I EXTERIOR C P I ACLESO RPROOF ITYPE. ELECTRICALCONTRACTOR1777 INSTALL INDIVIDUAL G 1. IN I Cs..I. bi-,f=Art=K WITH 5EF`ARATECIRCUIT 8. ITCG O I ENT 7Y 48" AP.F. R C P C 8 D 120V. O G O IFR1lJT5tm Vf-1tmC-jt-J&D-! 10. THE ELECTRIC: CO R C OR IS TO SIZE MOST BRANCH CIRCUITSs XI VOLTAGE DROP OF 3 o I I-EKMITTED.1 11. OR TE LEPHONE RVIG D O IRI G. COORDI I P ONE COMF`ANY UNLESS OTHERWISE SP GI I D. 12. BRANCH CIRC ITS SHALL BE IN THINCONDUIT OR APPROVED EQLLAL 13. O 5 SHALL BE DI G I D 0V. "' D YP I DIB I D I CCORD G I U- IFACTURERS RECOMMENDATIOS AND I I G. 4. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS. 15. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID 16. G RIC CO C OR I O COORDINATE ALL SERVICE QUIR- MENTt WITH THE POWER COMPANY BEFORE BIDDING TO BE C RTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS SI 17. W-U-JIIED T.V. OUTLETS H MI AND CAT5 (FOR CABLE OR ANTENNA IN 8. ECT IC FIXTU S/T IM AND APPLIANCES SHALL BE UL. 19. PROVIDE NON- FUSI G N --A'L DUTY SAFETY SWITCHES AT A/C 20. O DOOR CAFIE IG I G AND JUNCTIONBOXES TO FY W/ OWNER 21. STEREO FRE WIRE, 5f=EAKER5. UNITETC. TO BE COO INAT 22. ROUTE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS W/ STRUCTURAL ENGINEER BEFORE COMMENCING (IF REQUIRED). 23. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL. 24. DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER. 25. ALL RECEPTACLE, SWITCHES, P V, O C. LOCATIONS ARE SUBJECT TO D ILATUUT O CODE AND TO BE Aflf'ROVEC- IMUNICIF-ALITY DURING THE PERMITTING PROCESS. 26. O.G. 27. AYOUT AND TAMPER RESISTANT RECEPTACLES PER NEC 406.12 ff FBC RE4002.14 ARE REQUIRED IN C)WELLINC; UNITS IN ALL AREAS AS SPECIFIED IN 2014 NEC 210.52, ALL 125V, 15 a 20 AMP RECEPTACLES a dN QN U II U� Fo UN �u� z �P 7ipl© Q O J LL ,,^^ V! W 0 Z 0 W Z N W rV� � Z aA N Q V 3 G J �a tH1 N V W W J z tit W SHEET 6e I 7 OF 7 SHEETS