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HomeMy WebLinkAboutApprvd Orig. plns # REVISION DATE BY 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: Clarify with ENGINEER all authentication code. Printed copies of this document are abbreviations not listed. not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic AB. ANCHOR BOLT I.D. INSIDE DIAMETER copies. ACT ACOUSTICAL CEILING TILE INSUL. INSULATION AFF. ABOVE FINISHED FLOOR INT. INTERIOR Digitally signed by RICHARD O AGG11Z AGGREGATE AL. ALUMINUM JAM JANITOR RICHARD BOYETTE ALT. ALTERNATE JNt. JOINT DN:c=US,o=RICK BOYETTE CONSULTING INC, APPROX. APPROXIMATE JSt. JOIST O BOYETTE 0 u=A01427E0000016A79188A24 0000013D4,cn=RICHARD O KIT. KITCHEN BOYETTE BD. BOARD Date:2020.06.30 22:33:03-04'00' BLDG. BUILDING LAB. LABORATORY BLK BLOCK LAM. LAMINATE BLI BLOCKING LAV. LAVATORY 15M' 5E'M LT. LIGHT BOt. BOTTOM BTWN. BETWEEN MAX. MAXIMUM 5.U.R. BUILT UP ROOFING MECH. MECHANICAL 5-W. BOTH WAYS MEMg. MEMBRANE C.J. CONTROL JT. MFR. MANUFACTURER ti M.H. MANHOLE CLG. CEILING MIN MINIMUMCLKIG. CAULKING MISC. MISCELLANEOUS CLEARCLRI C.M.U.. CONCRETE MASONRY UNIT M.O. MASONRY OPENING , COL. COLUMN MI METAL O MUL. MULLION � U U o CONC. CONCRETE tJo CONK. CONNECTION N NORTHCON STR. CONSTINUT TION NI NOT IN CONTRACTCONT. U C 7. CERAMIC TILE NO. NUMBER .4-1 ct U_ NOM. NOMINAL DEG. DEGREE N.t,B. NOT TO SCALE w o � � DET./DTL. DETAIL o� D.F. DRINKING FOUNTAIN O.C. ON CENTER o o a DIAL. DIAGONALOD. OUTSIDE DIAMETER bA DIA. DIAMETER OH. OVERHEAD ON. DOWN OPG. OPENING N w U DS. DOWNSPOUT OPP. OPPOSITE Q DWG. DR4WINGG O o PCT. PRE-CAST E EAST P.L. PROPERTY LINE w (E) EXISTING PLAM. PLASTIC LAMINATE N W Q EA. EACH PLAS. PLASTER W E~ o E.J. EXPANSION JOINT PLYWD. PLYWOOD E.IFS. EXTERIOR INSULATION AND PR PAIR � Q FINISH SYSTEM a. EL. ELEV. ELEVATION GLt. QUARRY TILE SHEET INDEX ELEC. ELECTRICAL ELEV. ELEVATION R RISER EMER EMERGENCY RD. ROOF DRAIN 1 C-1 COVER SHEET ENCL. ENCLOSUIE IRE: REFER TO _ Ea EQUAL REFR REFRIGERATOR 2 1 . 1 FOUNDATION PLAN EQUIP. EQUIPMENT REINF. REINFORCED E.W. EACH WAY IREQt)• REQUIRED FLOOR PLAN E.J.C. ELECTRIC WATER COOLER RNI ROOM EXP. EXPANSION R.O. RCX414 OPENS 3 2. 1 ROOF/ FRAMING PLAN Q Ext. EXTERIOR S SoutH 4 3. 1 ELEVATIONS F.A. FIRE ALARM S.C. SOLID CORE F.D. FLOOR DR SCHED. SCHEDULE 5 4. 1 SECTIONS AND DETAILS O DRAIN F.D.C. FIRE DEPARTMENT CONNECTION SECT. SECTION LL Fogy FOUNDATION SF. SQUARE FOOT 6 5. 1 AIR CONDITIONING PLAN AND DETAILS F.E. FIRE EXTINGUISHER SHT. SHEET F.E.C. FIRE EXTINGUISHER CABINET SIM. SIMILAR 7 6. 1 ELECTRIC PLAN AND SCHEDULES FF. FINSH FLOOR SPEC. SPECIFICATION F.H.C. FIRE HOSE CABINET SGL OR� SQUARE FIN. FINISH S.S. STAINLESS STEEL F.L. FLOW LINE STAGG. STAGGERED FLR. FLOOR STD. STANDARD FLUOR FLUORESCENT STIFF STIFFENER O FND. FOUNDATION STL. STEEL L U F.O.B. FACE OF BRICK STRUC. STRUCTURAL LL > F.O.C. FACE OF CONCRETE SU•°P. SUSPENDED Cl) F.S. FULL SIZE � ll Q FT. FOOT OR FEET TR TREAD LU V FTG. FOOTING T $ B TOP AND BOTTOM W FURR, FURRING TER TERRAZZO Q L W t @ G TONGUE $ GROOVE GA. GAUGE THK. THICK � iE W Cy _ GALV. GALVINIZED t/ TOP OF Z � Q � G.C. GENERAL CONTRACTOR TYP. TYPICAL r, Cn G.L. GLASS J GR GRADE U.Ox UNLESS OTHERWISE NOTED Q W Z Q GYP. GYPSUM J — a W GYP. BD. GYPSUM BOARD Z VCt VINYL COMPOSTION TILE � (n C� H.B. HOSE BIBS VER VERIFY W.C. HOLLOW CORE VERT. VERTICAL W ti � 0 0*4 H/C HANDICAPPED W WEST Z ~ HOWD. HARDWOOD HOWE. HARDWARE W/ WITH SHEET H.M. HOLLOW METAL W.C. WATER CLOSET HR. HOUR WD- WOOD WT. HEIGHT W/O WITHOUT HVAC HEATING, VENTILATION AND CENTERLINE AIR CONDITIONING Rt PLATE 1 OF 7 SHEETS # REVISION DATE BY GENEfRAL NOTE,5: 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. 2. VERIFY ALL DIMENSIONS AND EXISTING/ NEW CONDITIONS IN THE FIELD PRIOR TO RICK BOYETTE CONSULTING INC. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER IN WRITING IMMEDIATELY 3(0'-0" PRIOR TO ANY WORK FOR REVISION AS REQUIRED. ENGINEER TAKES NO RESPONSIBILITY CoA #9707 FOR CONTRACTORS OR SUB-CONTRACTORS NOT REPORTING DISCREPANCIES PRIOR TO CONSTRUCTION. RICHARD BOYETTE (SEE FOUNDATION PLAN FOR ALL GENERAL FOUNDATION NOTES) FL PE #42485 O (SEE ROOF/ FRAMING PLAN FOR ALL GENERAL NOTES) 4031 COCONUT BLVD C (SEE AIR CONDITIONING PLAN FOR ALL GENERAL AIR CONDITIONING NOTES) ROYAL PALM BCH., FL 33411 (SEE ELECTRICAL PLAN FOR ALL GENERAL ELECTRICAL NOTES) 561-790-5766 3. EXTERIOR WALLS TO BE NOMINAL 8" MASONRY CONSTRUCTION w/ I"x2" P.T. FURRING STRIPS DATE: - - - - - - - - - - - - - - - - - - - - - - - - - At MAX. Iroo.c. FOR CMU CONSTRUCTION r - F-2 /� 0 0 0 - F-2 , /DC 0 ° WH 4. EXTERIOR WOOD WALLS TO BE NOMINAL 2x6 OR 2x8 P.T. WOOD FRAMING AT 16" O.G. o I _ 5. INTERIOR (NON-LOAD BEARING WALLS TO BE 35/s" x 25 GA METAL STUDS AT 16" O.G. UNLESS NOTED OTHERWISE. 6. ALL WOOD FRAMING IN CONTACT WITH CONCRETE SHALL BE SEPARATED WITH A MIN. 15# FELT OR BE PRESSURE TREATED WOOD (P.T.) ❑ F±1 - - ; 7, ALL CBS WALLS TO RECEIVE APPROVED R-4.2 (MIN,) INSULATION (PROVIDE R-5 IF UNDER T-22" 4'-7 3'-2 _� 3'-2 8'-0" 5'-8" (0'-0" 5'-8" 8'-0" 600 S.F. ADDITION). WOOD WALLS TO RECEIVE R-II (MIN.) GATT INSULATION AND ALL m BATH 7 ATTIC SPACES TO RECEIVE R-30 (MIN.) BATT INSULATION FOR ALL CONDITIONED SPACES. I 3 I 3068 PK30rT 8'-0" CLG. 41 PKT 3068 CONTRACTOR TO VERIFY WITH ENERGY GODE GALLS. cv BF PKT DR _ PKT DR 5F - 8 . WINDOWS TO BE ALUMINUM FRAME P.G.T. (UNLESS NOTED OTHERWISE) WITH TINTED GLASS 4.1 u I 4 _4 3'_4" INSTALL PER MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS AND ALL 3.1 LOCAL CODES. 3 r„ PKT 9. CAULK AND SEAL ALL WINDOWS AND DOOR OPENINGS. SEAL JOINTS BETWEEN O I O PKT DR BUILT IN DISSIMILAR MATERIALS AS REQUIRED. I ® 31 m LINEN GLO . ® 10. WET AREA WALLS (TUB AND SHOWER AREAS) TO HAVE 1/2" MR. DRYWALL OR EQUAL cfJ I I Q _ 11, 1/2"41 CARRIAGE BOLTS SHALL BE USED IN LIEU OF NAILS IN 'SIMPSON' POST GAPS 4 BASES. 12. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND IF O O APPLICABLE, BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE REF 13. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS CLG. I OF CONSTRUCTION, THE ENGINEER'S PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE r- I - - TT C1-i I IN 8'-0" CLG. - - THE CONTRACTOR OF ANY RESPONSIBILITY AND HE/SHE ALONE SHALL BE HELD LIABLE `t I I `t `t 9 i/1 `t FOR ANY AND ALL LITIGATION ARISING FROM INJURY. 6) 01 � 4.1 < m_ 0) 14. ALL BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING I I CONDITIONS AND SATISFY THEMSELVES AS TO THE EQUIPMENT OR MATERIALS REQUIRED, I El., 13'-0�" I 0 O OR FOR DIFFICULTIES OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN 2 12'-0" 10'-0" ° ° 12'-0" EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, ENCOUNTERED WHICH COULD I - HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 0 I EO 15, ALL WORK TO BE IN COMPLETE WORKING ORDER, IN PLACE, AND READY FOR USE. ® Iro. CONTRACTOR SHALL PROVIDE ENGINEER WITH SHOP DRAWINGS FOR ALL ITEMS m Cl) THAT REQUIRE FABRICATION. 17. THE CONTRACTOR OR OWNER IS RESPONSIBLE FOR THE ADEQUATE Q co - - - F-2 - - 6 _ ® 0BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 4.1 0 0 16. ALL DEBRIS/ TRASH TO BE REMOVED FROM JOB SITE AT CONTRACTORS EXPENSE. O I 19. CONTRACTOR TO SUBMIT PRODUCT APPROVALS FOR - WINDOWS, DOORS, ROOF MATERIAL, 11111 CONC. LINTELS, SHUTTERS, ETC. TO ENGINEER FOR APPROVAL. i- I 2 I 4.1 COVEfRE oGENEFRAL LJALL LEGEND o I I 1 2 I ENT 3.1 3.1 S1 � NEW 8" CMU WALL W/ FILLED CELL AT U Q 48" O.G. (24" O.G. FOR 2 STORY) W/ 1-#5 00 I GET FILLED SOLID. PROVIDE 2 LAYERS 5/8" STUCCO 4 PAINT (COLOR SELECTED o I _ LL _ 8'-0" CLG. - BY OWNER INTERIOR TO RECEIVE U ¢ I ►_ i I �_ 01 0 a) I" FURRING STRIPS AT 16" O.C. W/ R-42 .� 7= a iv I , N 23 FOIL BACKED INSULATION AND 1/2" w m i I I m - EM. EGRESS DRYWALL FINISHED AND PAINTED ct I M 3 No" x 25 GAGE METAL STUDS Q I INTERIOR WALL AT 16" O.G. W/ 1/2" o I I DRYWALL AT EACH SIDE, FINISHED AND o U a _ PAINTED, COLOR BY OWNER r- I F-3 I I U W 0 m r L , 0 F-2 F-2 I M L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��OJECT DATA: ct � - - -� - - o 0 0 0111111 11ril M &QUAfRE FOOTAGE, 14'-0" 14'-0" I'-0" 7'-0" 14'-0" ® ® ® 14'-0" LIVING AREA 1,065 SQ. FT. o 0. 8'-0" 28'-0" 8'-0" 28'-0" W O W 7T COVERED ENTRY 123 SQ. FT. N p pa ol ol NEW TOTAL UNDER/ROOF 1,1,88 SQ. FT. 3ro'-0" 36'-0" DESIGN FAFPA1IETEIR,5: WON F.B.G. 2017 RESIDENTIAL ASGE 7-10 Q BASIC WIND SPEED 170 MPH 3 SEC. GUST VULT✓ 132 MPH VAS a BASIC WIND VELOCITY PRESSURE: 32.1 PSF FOUNDATION FLAN FL OOfR FLAN WIND EXPOSURE CLASSIFICATION 'C' RISK CATEGORY 2 1/4"=1'-0" 1/4"=1'-0" OCCUPANCY USE/ TYPE: SINGLE FAMILY DWELLING - R3 DETACHED ACCESSORY DWELLING STRUCTURE w "+ CONSTRUCTION TYPE: VB # OF STORIES: 1 3 GENEfRAL FOUNDATION LEGEND GENEfR,4L FOUNDATION NOTE&: DESIGN AS: (NOT ALL DESIGNATIONS AND NOTES APPLY TO THIS JOB) (NOT ALL NOTES ARE SPECIFIC TO THIS JOB) I I I I 1. ENCLOSED X FOUNDATION FOOTINGS 1. CONTRACTOR TO VERIFY ALL INTERIOR BEARING WALL FT'GS W/ ROOF DOOR &C 14 E D U L E - MEAN ROOF HEIGHT - t30' MAX. TRUSS MANUFACTURER I I TOTAL ROOF LIVE LOAD - 30P5F F-I 12"xl2" THICKENED EDGE W/ I-#5 CONT. 2. SOIL BEARING VALUES. FOUNDATION DESIGNS SHOWN HERE ARE BASED QU,4NTIT CODE � _O_ SIZES NOTES TOTAL ROOF DEAD LOAD - 17 PSF Q ON A SOIL BEARING VALUE OF 2,500 P.S.F. FOUNDATIONS AND SLABS BOTTOM CHORD DEAD LOAD - 10 PSF _ ARE DESIGNED TO UNIFORMLY BEAR ON WELL DRAINED NON-EXPANSIVE I I PR3068 I SWING 74" X 80" FRENCH DOORS (I.R) MIN. SOIL BEARING PRESSURE - 2500 PSF F-2 I8"x 16" MONOLITHIC FOOTING W/ 2-#5 CONT. SOILS. SOILS SHALL BE COMPACTED TO 95ie MIN. OF MODIFIED PROCTOR III III I I O ATSLOCA IONSISPECI IED BY THE STRUCTURAL ENGINEER.ED SOILS ENGINEER SHALL CONDUCT ON ITHE OILS TE S WINDOW &C�E D UL 5ASE D ON fi=GT SIZES CODE COI E E FENCE F-3 3'-0" x 3'-0" x 16" DEEP FOOTING W/ #5's AT 6' O.C. EACH WAY J ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, 2017 FLORIDA MECH2017 FLORIDA ANICAL GA ING CODE & PLLUMBING CODE CONCRETE COLUMNS AND COMPARE WITH SUBSURFACE .µ SOIL INVESTIGATION RECOMMENDATIONS. � QUANTI T l- CODE T I-FE 1„f.O. SIZES NOTES 2014 NFPA (NEC) Z G-I 8" x 8" CMU W/ I-#5 SHOULD ON-SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE VERT. GROUTED SOLID AT48" O.G. (24" O.C. 2017 NFPA-72 19 FOR 2 OR MORE STORIES. ARE NOT SATISFACTORY, THE STRUCTURAL ENGINEER AND ENGINEER A 4 4053 S.H. Oar%" X 63" IMPACT RESISTANT CALL LOCAL AND STATE AMENDMENTS) SHALL BE CONTACTED IMMEDIATELY FOR NEW DESIGNS. B 4 25 S.H. 373/4" X 63" EGRESS AT BEDROOMS (I.R.) G-2 0 0 8" x 16" CMU W/ 1-#5 VERT. EACH CELL GROUTED SOLID 3. CONTRACTOR TO VERIFY SOIL DENSITY AS PER GEO-TECHNICAL ENGINEERING SOG. PRIOR TO CONCRETE PLACEMENT. C I 23 S.H. 373�4" X 36-%" TEMP. OBSCURE CI.R.) 0. G-3 12" x 12" CMU 'O' BLOCK W/ 4-#5 VERT. GROUTED SOLID 4. ALL REBAR TO HAVE A MIN LAP (48x BAR DIA) AT ALL JOINTS AND This document has been digitally signed by Richard CORNERS Boyette, FL PE 42485 on 6/30/2020 using an SHA-1 CONCRETE BEAMS 5. INDICATES LOAD BEARING 2x 6 OR 2x8 STUD WALL At 16" O.C. TYP. U.N.O. REFER TO TYP DETAIL. authentication code. Printed copies of this document B-I PERIMETER BOND BEAM PRECAST LINTELS - SEE CAST CRETE SCHEDULE 6• MINIMUM FOOTING PENETRATION. EXTEND BOTTOM OF ALL FOUNDATIONS are not considered signed and sealed and the SHA-1 O At PERIMETER OF BUILDING 12" MINIMUM BELOW FINISHED GRADE authentication code must be verified on any electronic ; O B-2 8"x 16" POURED GONG. BEAM W/ 4-#5s GONT, 7. CONCRETE STRENGTH. MINIMUM CONCRETE STRENGTH FOR ALL SLABS LL PATIOS, AND FOUNDATIONS SHALL BE MINIMUM 3000 PSI AFTER 28 Saint Lucie Building [Department Product Approval Submittal ,4fficlavit copies. j ® INDICATES NEW 8" CMU WALL W/ FILLED CELLS AT 48" O.G. DAYS. PROVIDE TEST REPORTS ON EACH BUILDING FOR THE OWNER'S U) W W RECORD AND ACCESSIBLE TO THE ENGINEER Permit # Building 7259 S. INDIAN RIVER DRIVE: Contractor: Digitally signed by RICHARD O W U. ® INDICATES NEW CONCRETE LINTEL - SEE CAST CRETE SCHEDULE 6. EXPANSION JOINT. PROVIDE 1/2" THICK x 4" WIDE BITUMINOUS EXPANSION BOYETTE Uj _ JOINT MATERIAL AT ALL SURFACES WHERE EXIST'G SLABS ABUT TO NEW Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows $ Sk9lights 06 SLABS. # # RICHARD DN:c=US,o=RICK BOYETTE w 9. PATIO SLABS. PROVIDE 4" THICK CONCRETE SLABS REINFORCED WITH FL or Product Model Manufacturer Glass Attache=ment Method Type, Size Building Design Product Design CONSULTING INC, r', > 6X6 10/10 WELDED MESH. PLACE SLABS OVER TERMITE TREATED, WELL Miami-Dade Description Spacing 4 Embedment Pressure Pressure ou=A01427E0000016A79188A2 h�l _ COMPACTED SOIL AND ro-MIL VISQUEEN VAPOR BARRIER. SLOPE PATIO IMPACT 1/"m O BOYETTE 400000BD4,cn=RICHARD O M A O SLABS AWAY FROM BUILDING. FL-15180.4 EXT. DOOR Series N Plast Pro 4 X 2 i2" tapcon 4" o.c. min. I i4" embed. +36.1/ -473 +50.0/ - 50.0 10. SLAB FINISH. PROVIDE STEEL TROWEL FINISH ALL INTERIOR SLAB AREAS 16-0714,06 WINDOW SH-700 PGT IMPACT 114"4, X 21/2" tapcon 12" o.c. min. 13/4" embed. +37.8/ -50.6 BOYETTE 0 VEIRIF� ALL t-1A5ON� Oi=ENING5 INCLUDING NCLSLAB DING GARAGES. CREATE BROOM FINISH TEXTURE FOR ALL EXTERIOR Product Model # Manufacturer Attache=ment Method Type, Size Buildin gn Product gn Date:2020.06.3022:33:22-04'00' � WITH I WINDOW I I 11. ALL CONCRETE BEAMS (P.C. LINTELS) BY GASTCRETE OR EQUAL. Spacing, Embedment 4 Stiffener etc. Pr re Pr re Q J Q WITH WINDOW AND DOOfR 1�ANUP, 12. VERIFY ALL WALL OPENINGS WITH WINDOW AND DOOR MANUFACTURER'S Mullions MULLION PGT IMPACT PER MANUFACTURERS INSTALLATION INSTRGUTION 17-0630.01 Clipped Extruded Q � Z Q Q EXACT SIZES. SPECIFICATIONS. Roof ASPHALT SHINGLE ROOF J _ ` - �_ 13. PROVIDE RECESSES IN SLAB AS REQUIRED FOR ALL EXTERIOR DOORS Z rJ Z VERIFY RECESS WITH MANUFACTURER) Siding _ U Soffit 3. Hurricane Panels Gauge of steel LU I` =) O less than 6' span Z ti C LL Hurricane Panels Gauge of steel ro' span or more SHEET 2 OF 7 SHEETS # REVISION DATE BY N fRAL fROOF NOTES: I. TRUSS MAUFACTURER TO SPECIFY ALL TEMPORARY $ PERMENANT TRUSS 5RACING I I I 2. OR LTA I W/02) Imd X 11/2" UPLIFT CAP 1420s# LATERAL P-485# F2 1425# PA #1423 3. ATR = ALL THREAD ROD EPDXIED SOLID INTO CONCRETE 12" MIN. FOR %" MIN. FOR 3/4 $ 74" W/ SIMPSON "SET" EPDXY 4. FI PARALLEL TO TRUSS 5. F2 PERPENDICULAR TO TRUSS RICK BOYETTE CONSULTING INC. 1 7 UPLIFT 6 STRAPNOT NOT ARE SPECIFIED ARE TO 5E TYPE (I MASONRY 03 WOOD COA #9707 8. ALLOWA5LE UPLIFT FOR DOUBLE HETAI6/HETALI6/LTAI STRAPS IS 2500# FOR 2 PLY (USE I(od NAILS) TRUSSES 2035# FOR (I PLY) W/ Imd X 11/2" (OR ADD 2x4 RICHARD BOYETTE SPACER 12" LONG TO TRUSS - (8) Irod) FL PE #42485 1 2 9. ACTUAL LATERAL WIND LOADS FOR TRUSS CONNECTIONS ARE LESS THAN 200# 4031 COCONUT BLVD ® 1 PERPENDICULAR/ PARALLEL T OIUALL THE RATIO OF ACTUAL VS ALLOWA5LE ROYAL PALM BCH., FL 33411 COMBINED UPLIFT AND PARALLEL/ PERPENDICULAR LATERAL < Im L - T 0 1 - - F - - - - - 10. ALLOWA5LE UPLIFT OF EM5EDED STRAPS IS NOT BASED IS NOT BASED ON 561-790-5766 I T I T I ALLOWA5LE STEEL STRESS 33 o INCREASE DATE: I I I I I 1 I I 11. ALLOWA5LE LOADS ARE PER 2015 SIMPSON CATALOG o I I I I I I I I I I I o (7) Imd x 11/2" I I I I I I I I I I I I I I I I O IeOO# 2 x O I I I I I I I I I'BOO# 2 x 20 22x36 1 ATTIC ® I 4CCESS I 5 = 940 PLF - - - - - - - - - - L-- - - - - - - - - - - U = 564 PLF ® 5 = 940 PLF '9 A = 3 FT U = 564 PLF .9 m <-G < So H < (00 (4) I/4''0 X I3/4" - - - - - - - - LONG TAPCONS FL �I OR TITEN SCREIUS - - �� - - - - - - - - - - - - - - - - - - - - - - - - - - - �� - - ��1 JRETFROFIT 5T Af= (F-O FR 1�I55ED LOCATIONS) �r - fir SIMPSON MTSMI6 - CAP 86m# UPLIFT NO SCALE O O i=L�I'UJOOD 5 ,4TINC N�4ILINC SGUUL 235# FI # ROOF 9m# F2 - - - - - - - - - - - - - - - - - - - - - - - - - � - - - 5 = 940 PLF ® ® 5 = 940 PLF NAIL SIZE NAIL SPACINCx ZONE PRESSURES U = 564 PLF U = 564 PLF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Sd 4" AT EDGES, 6" AT INTERMEDIATE SUPPORTS ROOF � - 39.1 PSF FL PE❑ _ _ _ _ ❑ digitally signed by Richard Bo e te,This document has been d y t U -� - - - _ ad 4" AT EDGES, 6" AT INTERMEDIATE SUPPORTS ROOF 20 - 68.O PSF 42485 on 6/30/2020 using an SHA-1 authentication code. Printed $-( - - - - - - - - - - - - - - - - - - - - - - - - - - - - PRE ENGINEERED/ MANUF. 0 copies of this document are not considered signed and sealed and the WOOD TRUSSES AT 24" O.C. Sd 4" AT EDCzES, 4" AT INTERMEDIATE SUPPORTS ROOF © - IOO6 PSF `, - I I SHA-1 authentication code must be verified on any electronic copies. - - - - - - - �I- - - - - - - - - - - - - - I I � "• O 13 I I Digitally signed by RICHARD O U Q 00 - RICHARD BOYETTE N D : c US, o=RIK BOYETTE U 564 PLF BO o - - � - - 5 846 PLF - - - - - � = c� 0 16(dm# n2 1600# 2 CONSULTING INC, -d O130YETTE000013D4,2 cn OR CHARD O BOYETTE � v � � � - - Date: 2020.06.30 22:33:38-04 00 5 �� I I I I ' •,__, U `�ct 3C 0 M � xM O � o I - - 1 -� CIA SFI6-I5/IT QN U � � 7 o Q a CONN CTO SCE DLL (r-:s NE AL) it CONNECTOR/DEVICE CONNECTOR ALLOWABLE NAILS- QTY 8 SIZE PER Qr LOAD VALUES CONNECTION(I0d NAILS 0 0 / I N / INTO � ,N 0O •(5)loci X 1 2"NAILS FI F2 ARE I' LONG FOR w TYP.OF CONNECTION � IN SEAT UPLIFT LATERAL LATERAL SINGLEE MEMBER TRUSS. �MA�S FLORIDA LOAD LOAD PRODUCT C # OF CONNECTORS) PARALLEL F'ERpEND BOLTS- QTY&SIZE APPROVAL d , 1/4"-1,-0" TO BEAM TO BEAM PER CONNECTION TYPICAL TRS TO ALL LINTELS ARE SFI6-05/IT EXCEPT AS NOTED SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS MA50NRY SEE TRUSS 1 SIMPSON HETA 12 1520# 340# 725# 7 - loci x I1i2"NAILS FL#114732 LAYOUT FOR UPLIFT) UPLIFTS NOT SHOWN ARE < 500# Cwrn�Rrn SAFE LOAD - POUNDS PER LINEAR FOOT 2 SIMPSON HETA I6 1,810# 340# 725# 9- I0d x I1i2"NAILS FL#114732 LINTEL DEPTH MAY 5E INCREASED WITHOUT COMMENT TYPE 8F8-1T 8F12-1T 8F16-1T 81`20-1T 8F24-1T 8F28-1T 8F32-1T 3 SIMPSON HHETA 20 2,235# 340# SI5# 10- loci x 1'i2"NAILS 0 W/T582 PLATE (EACH STRAP) FL#114732 LINTEL LOADS NOT SHOWN ARE < 300 PLF 5EARING/ UPLIFT SUS 8F8 SF12 SF16 LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 22 - loci x 11i2 NAILS 1972 3173 4460 5747 7034 8321 9608 4 SIMPSON MGT 3965# ------- ----- - 3ie"m x 10"ATR FL#114732 • ` : O 2'-10"(34") PRECAST 1972 3173 4460 5747 7034 8321 9608 MIN 8"EMBED O FOR TRUSSES 1569 2524 3547 4569 5591 6613 7636 5 SIMPSON DETAL 20 2,480# 2000# 1370# IS- Iod x I1i2"NAILS RE'Q 2 STRAPS FL#11473.10 J 20 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 IS- I6d NAILS TO 1363 2192 3079 3966 4853 5740 6627 6 0 SIMPSON HTT 4 4235# ------- ------- STUD FL#11486 4'-0" (48") PRECAST VxIo"ALL-THREAD •• e /� /`� /`� 1363 2192 3079 3966 4853 5740 6627 SAFE LOAD T,45LE �O� CAST-C ETE EPDXY IN CONCRETE 1207 1940 2724 3508 4292 5077 5861 IS-SDS '44"x3" 8 PLY I IIII ® 4'-6" (54') PRECAST Boom# -S T E NG T 1 4 1207 1940 2724 3508 4292 5077 5861 7 SIMPSON FGTR ------- 2-11/2"x5"TITEN FL#114732 ° d✓ II II I S,400# 36-5D5 i4 x3' 8 2 PLY • •• 0,4STSTSS l.E LINTELS 0 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924FFE 4-�2 x5"TITEN 8 I6 - Iod EACH GIRDER CAP. = 1,000# FL#10456.4 III I /� ® 5'-10"(70") PRECAST 909 1492 2093 2694 3295 3897 4498 SIMPSON HGT 2 10,980# W/2-5s"x12"ATR TO ° WITH 5 ON D 5 E�� 929 1492 2093 2694 3295 3897 4498 CONCRETE EACH 0 6'-6" (78") PRECAST 835(12) 1340 1880 2419 2959 3498 4038 1 4340# 16 SDS '44"x 3" 2 PLY MIN. 835 1340 1880 2419 2959 3498 4038 g SIMPSON VGT 2 7185# 32 SDS 1/4"x 3" 2 PLY MIN. FL#11470 LL TYPE SFS-05 SF12-05/IT SFI6-O5/IT SF20-O5/IT 8 727 (23) 1021 1634(12) 2102(„) 2571(,o) 3039(,o) 3508 (9) 3 8890# 32 SDS 'i4"x 3" 3 PLY MIN. SUS O 7'-6" (90") PRECAST 727 1166 1634 2102 2571 3039 3508 O W J NO. LENGTH SFS-15 SF12-IE3/IT SFI(o-15/IT SF20-I51/T 591 680 1133,$) 1471 15) 1811 ,$) 2152,8) 2494 ,$) 0 SIMPSON LGT 2 2150# I6- I6d SINKERS GIRDER OI 2'-I(d" C48") PRECAST 23(d2 O9 9 -4" (112') PRECAST ( ( ( ( ( (2 PLY ) 7-1i4"x 21/4"TITENS WALL FL#11470 '^ 3 591 851 1326 1705 2084 2463 2842 V, 0. C48") PRECAST 2302 689 530 552 914(,5) 1185(15) 1458(,5) 1732(,$) 2007(,$) 11 SIMPSON LGT 3-SD52B 12-1/4"x3"SDS GIRDER O I 10'-6" 126" PRECAST 3285# 3 FL#11470 Q g ® ( ) 530 686 1183 1526 1865 2204 2544 (3 PLY ) 4-�a x 5"TITENS HD WALL W 8F32 SF28 8F24 OF20 0 4'-0" (48") PRECAST 2m29 6 "'12 ~ W 474 485 798(,$) 1034(s) 1272(,$) 1510(,$) 1749(,$) 4 SD #9 x 2 2 SCREWS SUPPORTING ® 4'-6" (54") PRECAST 1651 11 11'-4" 136" PRECAST 12 SIMPSON vTGR FL#10861 m 6 ( ) 494 599 1028 1422 1738 2053 2369 TRUSS TO WOOD 3 SD #9 x 21i2"SCREWS VALLEY TRUSS < TO 4:12 PITCH 335# � 1184 I 1 I&Oe 470 (8) 441 723(,4) 936 (,a) 1151(15) 1366(15) 1582(,5) 05 5'-4" C64") PRECAST 166 5057 12 12'-0"(144") PRECAST 4:12 TO 12:12 PITCH 430# Q ' TYPE DESIGNATION Im 9 470 543 928 1349 1649 1948 2247 DOWNLOAD 655#14S 6 5'-Im" C7m") PRECAST 972 LL 9 S 418(,$) 455 770(,a) 783 pa) 962(,a) 1141(,a) 1993(,a) S- loci x 1'12"NAILS RAFTER F = FILLED W/ 3(d(dm Psi GROUT 3 63 13 13'-4" 160" PRECAST 13 SIMPSON HIOA 1140# 585# 285# FL#10446.7 � � U = UNFILLED 0 6'-6" (76") PRECAST `.337 2101 ( ) 428 455 770 1145 1444 1718 1993 9- loci x Ii2"NAILS PLATE QUANTITY OF # 5 REBAR AT ® 7'-6" OBO") PRECAST 767 14 384(15) 346 559(,a) 723 (,a) 887 rya) 1052(,a) 1218(,a) T I2 66 10- I6 x 1'/2 I IO29 16 O 14'-0"(168") PRECAST Q I.L 6 Im 410 420 709 1050 1434(8) 1694 (8) 1954 (7) 14 SIMPSON TS TSIa S30# 14- I6d x 1'i2"NAILS Q J FBTM. OF LINTEL CAVITY 09 9'-4" (112") PRECAST 573 I TS22 1215# IS- Ibd x Ii2"NAILSLL 239 323 519(,3) 671 (13) 823(13) 976(,a) 1129(,a) ® 4.56 II 15 14'-8"(176") PRESTRESSED 15 SIMPSON MSTA 24 610# 18- I9dxI'i2" Q Q SFI6-15/IT I Isa-6" (126") PRECAST 1 1 246 390 655 968 1324(e) 1625(„) 1874(„) FL#10852 Z \ NOMINAL WIDTH O 598 IS 15'-4" 184" PRESTRESSED 230 302 485 ,3 897U. II II'-4" C136") PRECAST 445 O (13) 767 (,3) 909 (,3) 1052(,3) 2x6 65# FL 865# 1070# 6-I9d NAILS CARRIED �( QUANTITY OF # 5 REBAR ( ) FL = FLOOR # v 564 12 230 364 609 897 1224(a) 1562(,a) 1801(,a) Ib SIMPSON LUS 28 FL 10655 Z '1 NOMINAL HEIGHT AT TOP 12 12'-m" (144") PRECAST 414 RF = ROOF 2x8 65# FL 1100# 1255# 4-loci NAILS CARRYING V O I 187 255 404(,2) 520 (,2) 637 (,2) 754(,2) 872 (,2) _ 6 1 17 17'-4"(208") PRESTRESSED 2x6 165# FL 2e5O# RF II65# 8-I66 NAILS CARRIED 13 13'-4" (160") PRECAST 362 192 303 500 732 993 (8) 1268(,a) 1470(,a) 17 SIMPSON HUS 28 FL#10655 M Z O 919 119m 162 222 347 2x8 550# FL 3750# �4070 22-I66 NAILS CARRYING ' '' " # 5 REBAR AT TOP 14 14-0 (168 ) PRECAST 338 IS 19'-4"(232") PRESTRESSED (11) 446 (11) 546(12) 646 (,2) 746(,2) � I` too I003 8-10d NAILS CARRYING W MIN. (1) REQUIRED. 166 261 424 616 831 (8) 1057(,a) 1225(14) IS SIMPSON LUS 210 165# FL 1445# RF 1755# FL#10655 C 15 14'-8" (176") PRESTRESSED N.R. 4-106 NAILS CARRIED Z G 6 2O 142 198 306 „) 393 11) 480 „) 567(u) 654 1,) • 21'-4"(256") PRESTRESSED ( ( ( ( 30-I6d NAILS CARRYING z q G.M.U. 15'-4" (184") PRESTRESSED N.R. 69 1 ' 142 230 369 531 713 (�) 903(,3) 1046(,3) 19 SIMPSON HUS 210 3000# FL 4105# 4450 FL#10655 10-I66 NAILS CARRIED ly- U UI R. 137 192 295(,o) 378 („) 461 (,o) 545(„) 629 („) SHEET Q 1 17 17'-4" (205") PRESTRESSED N.R. 22'-0"(264") PRESTRESSED Pc44 4-I6d NAILS POST O U GROUT 137 221 354 508 681 h) 861 (,3) 997 (,3) 0 SIMPSON PC 700# 925# l070# FL#10860 t!J z = IS 19'-4" (232") PRESTRESSED N.R. PC66 6-I6d NAILS BEAM = N O IOSO 124 175 267(,o) 341 (,o) 416(,o) 491 (,o) 566(,o) 'n �_ # 5 REBAR AT BTM. OF . 21 24'-0"(288") PRESTRESSED ABU44 12-I6d NAILS POST I� 21'-4" (256") PRESTRESSED N.R. N.M.� 3 0 N.K. 1340 124 200 316 450 600 p) 756(,2) 875 (,3) 21 SIMPSON AEU 2200# FL 3565# RF 3850 FL#10843 LINTEL CAVITY ABU66 i2"0 x 4"EMBED 22'-m" (264") PRESTRESSED N.R. (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS 21 24'-0" (288") PRESTRESSED N.R. 13m FOR GR40 FIELD ADDED REBAR. 3 OF 7 SHEETS # REVISION DATE BY ° A 12 5 PROVIDE NEW ROOFING v1p. PRIOR TO CONST. FILLED CELLS MATERIAL t0 MATCH MATCH EXISTING AT JAMB EXISTING RESIDENCE FA (TYP.) VERIFY W/ OWNER RESIDENCE SLOPE RICK BOYETTE CONSULTING INC. dIx4 P.T. WOODCoA #9707 CEMENTIOUS A BLOCKING ALL FINISH a (3) SIDES RICHARD BOYETTE 8'-0" A.F.F. F L P E #42485 — 4031 COCONUT BLVD CORNWOOD TRIM TOP OF BEAM ROYAL PALM BCH., FL 33411 5EAD (T �6'-8" A.F.F. 561-790-5766 BEAD (TYP) tOP OF WINDOWS/ DOORS DATE: BRICK MOULD / \ NEW STUCCO ff 2x8 P.T. WOOD BUCK PAINT t0 MATCH EB ANCHORED TO MASONRY IA EXIST'G IA W/ 1/4" DIA. TAPCONS AT DOOR 3" FROM END AND ro" O.C. \ / (PER SCHED) STAGGERED PROVIDE A MIN. CONC. EMBEDMENT oL0'-0" FINISHED FLOOR OF 1 3/4" ANCHOR DOOR JAMB TO BUCK W/#10 FLATHEAD NON CORR WD. SCREWS 2" L.G. AT EACH SEE PRODUCTHAPPROVAL. SOUTfi4 ELEVATION 1/4"=1'-0" 1/ 3.1 EXT. DOOR HEAD JAMS NO SCALE Digitally signed by RICHARD 0 RICHARD BOYETTE 5/8" DRYWALL DN:c=US,o=RICK BOYETTE NO SCALE CONSULTING INC, FASTENED TO SILL W/ DOOR THRESHOLD SET WOOD BLOCKING 12 IN BED OF CAULK V #8 x 1 1/2' SCREWSZ FINISHED WOOD t0 CONST. 5 ou=A01427E0000016A79188A2 AT 18" O/C O BOYETTE 400000BD4,cn=RICHARD O PERIMETER CAULKING MATCH EXISTING RESIDENCE FLOOR COVERING SLOPE BOYETTE J— Date:2020.06.30 22:34:18-04'00' CONC. FLOOR SLAB U This document has been digitally signed by Richard PERIMETER CAULKING 8'-0" AF.F. I--I STUCCO FINISH BASE BELo tOP of BEAM Boyette, FL PE 42485 on 6/30/2020 using an SHA-1 ^ authentication code. Printed copies of this document are a�n WOOD TRIM not considered signed and sealed and the SHA-1 C) o 2/ 3.1 �XT. �OOR SILL J,�M� �/ 3.� POC'K�� �� 00 authentication code must be verified on any electronic U Q copies. U IA IA IA IA °a ct GEMENTIOUS ° a 0'-0" FINISHED FLOOR FINISH a A A FILLED CELLS CODE COMPLIANT WINDOW INSTALLATION METHOD (F5G-R-103.8) Q Q AT JAMB WEATHER RESITIVE BARRIER(WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. ° .(TYP) 8 ° Q FLASHING APPLIED BEHIND THE MOUNTING FLANGE. ° e • U W c� 0C M A a EA&T ELEVATION STEPS x M I X 4 P.T. WD. BLOCKING (DIN WATER SHEDDING FASHION, SECTION A ct v STARTING AT THE BASE OF THROUCsH WINDOW JAMB I/4"=1'-0" THE WALL 1 WORKING TOWARDS �'' CORNER BEAD (TYP) ALL (4) SIDES CONT. THE TOP,INSTALL THE WRIS O N O TO THE FACE OF THE SHEATHING. ©APPLY SILL FLASHING(4orb") =C CONT. SEALANT CORNER BEAD APPLY JAMB FLASHING (4)APPLY IMPACT RESISTANT I X 3 P.T. AROUND THE THE OF SEALANT W O O ALUMINUM FRAME TOP a 2 SIDES OF THE BACK SIDE(INTERIOR WOOD SURFACE)OF WINDOW d1 I I\7 F O BLOCKING MOUNTING FLANGE. ———— /1 N U = N IMPACT RESISTANt CONT. SEALANT Q APPLY DISCONTINUOUS BEAD ulRB (— GLAZING OF SEALANT TO BOTTOM o FLASHING O FLANGE,LEAVING(2)2"GAPS. F—I SHIM SPACE ®IMMEDIATELY INSTALL WINDOW SEALANT BEAD BETWEEN ®APPLY A fib"NOM.DIA MOUNTING FLANGE AND BEAD OF SEALANT TO THE FLASHING. APPLY BEAD OF SEALANT ANCHOR WINDOW TO ®ACROSS THE FACE OF MOUNT(G FLANGE ROOF THE DUNDE(INTERIL AAR d�i BUCK W/ I/4" DIA. TAPCON MOUNTING FLANGE AT HEAD x 2 3/4" AT ALL PRE THE ENTIRE PERIMETER S-0 A.F.F. PLACE BEAD IN LINE WITH DRILLED LOCATIONS ®APPLY HEAD FLASHING ANY PRE-PUNCHED HOLES FLASHING AT HEAD EXTENDS SPACING NOT TO EXCEED TOP OF BEAM ®REMOVE PREVIOUSLY APPLIED OR SLOTS. I I"BEYOND JAMB FLASHING. TAPE,ALLOWING WRB TO LAY t 18" O.G. EMBED 1 1/4" INTO FLAT OVER HEAD FLASHING. GONG. OR MASONRY. SEE APPLY NEW SHEATHING TAPE OVER DIAGONAL PRODUCT APPROVALS DIAGRAM. CUT-SEE ®HEAD F CONT. SEAL APPLY A E FOR REQUIREMENTS. O \ MOUNTIIW3 FLANGE AT THE HEAD. FLASHING GOES OVER SECURE W \\ MOUNTING FLANGE. EMBED HEAD \ BOTTOM OF HEAD FLASHING \ AGAINST SEALANT(FLASHING \ GOES OVER SEALANT). � Q / 3.I P. WINDOW 5 DETAIL O C IA �/ \ i EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. \ O 0'-O" FINISHED FLOOR I LL — AFTER INSTALLATION ® I A SEAL ALL CORNERS OF (5)JAMB SHI MECHANICALLY JOINED FRAMES TO SEAL FRAME EXTEND JAMB FLASHING I A I SEAM JUNCTURE. TO OVERLAP SILL t f \ / t FLASHING. EXTEND \ NOR 11 4 E L E Y A I ION JAMB FLASHING 8 (220MM)ABOVE ROUGH COMPONENT AND CLADDING PRESSURE ZONES OPENING AT HEAD. 1 \ I SEALANT PER TABLE R301.2(2) 2017 FBC RES. 4 PARAGRAPH R301.7.1.7 I/4"=1'-0" APPLY TAPEATCAORIIERS TO PRESSURE ZONES TEMPORARILY HOLD CORNER DISTANCE, A= 4 FEET IN ALL CASES VULT-170 MPH FLASHING IN PLACE :..._ SILL FLASHING VASD - 132 MPH UNTIL UIRS IS APPLIED. INTERIOR ZONE Q SHIM AND ADJUST WINDOW To ACHIEVE SQUARE,EFFECTIVE O PLUMB,AND LEVEL CONDITION. USE CORROSION . UIIND AREA RESISTANT FASTENERS. FASTEN WINDOWS PER LU (FEET)$0, 1D i WINDOW MANUFACTURER FASTENER SPECIFICATIONS. LL / IA UP TO 2 +37.8/ -41.0 II I WEATHER RESISTANT IB 20-50s.f. +36.1/ -393 ' �.. II I BARRIER(WRB) h� �Jp I I AT A 45 DEGREE ANGLE,CAREFULLY CUT THE W IC 51 Q ®I \\R I BARRIER ON A DIAGONAL. GENTLY RAISE THE Q I -100s.f. +33.9/ -37.1 TOP EDGE OF THE BARRIER UP AND TAPE THE I I I q ID 100 + S.F. +32.1/ -35.3 / / TOP CORNERS AND CENTER TO THE EXTERIORINT I O VIEW l U LU LU UIRB SURFACE ABOVE. A/ E R R E Q W > EXTERIOR ZONE® / TOP LEFT CORNER OF WINDOW WALLS EFFECTIVE 8" CMU BLOCK LL I.D. WIND AREA 8'-0" y (FEET)$0. TOP OF BEAM C Z EA UP TO 2 +37.8/ -50.ro NOTES: [�] Q O EB 20-50s.f. +36.1/ -47.3 sill pan flashing 1. flashing to be flepble self-adhesive type(min.4"wide) ^ 0 J EC 51-1005.f. +33.9/ -42.7 2. cover sill to at least depth of window,plus 2'onto face of wrb J Z a_ Q IA h ED 100 + S.F. +32.1/ -395 sOna�ce 3. the pan shall direct water to the exterior over sill flashing ? �/ (/) V PER TABLE R3012(2),R3012J3,R3012(4) W f FIG R3012(4)PARA.R3012J.7 M Z Sill 4. install flashing around remaining window unit ►�I N 5. weather resistive barrier to form water shedding laps Z W OL O'-O" FINISHED FLOOR see note#2 24 - - - - - - - - - - - - - - - - SILL PAN FLASHING SHEET weather resisfhre barrier III wall sheathing WE& It ELEVATION Prepared by BOAF First Coast Chapter 4 OF 7 SHEETS # REVISION DATE BY PRE-E N(S;I N E E RE D This document has been digitally signed by Richard Boyette, ROOF TRUSSES AT 2 4 O_C_ 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 ROOF MATERIAL - STANDING SEAM MTL ROOF I verified on any electronic copies. RICK BOYETTE CONSULTING INC. (MATCH EXISTING RESIDENCE) ON LAPPED 30# FELT 1/8 �,4{= AT P,4NE L CoA #9707 OVER 90# TIN TAGGED TO MIN. IS/32" G.D.X. SHEATHIN ANCHORED w/8d RING SHANK AT 4"o.c. AT E DGE S Digitally signed by RICHARD O RICHARD BOYETTE EDGES AND �o" O.G. IN FIELD ON PRE-ENGR'D BOYETTE 12 WOOD TRUSSES AT 24"o.c. RICHARD DN:c=US,o=RICK BOYETTE FL PE #42485 CONSULTING INC, 4031 COCONUT BLVD VERIFY EXIST CDX PL rWOOp ROYAL PALM BCH., FL 33411 2x4 BOTTOM CHORD SLOPE AND ,t t� I O BOYFUE000013D4,ou=A01427E0000016A79188A240BRACING CTYP) MATCH PRIOR 5 .4'xO' I AI�lEL cn=RICHARD O BOYETTE 561-790-5766 TO CONSTRUCTION (1IAX 2.4I' Sf=A I) Date:2020.06.30 22:34:38-04'00' DATE: GALV. MTL. ANCHOR STRAP l I�l AT EACH TRUSS w/SIMPSON HHETA 20 OR EQUAL EA. TRUSS. SEE CONNECTOR R-30 GATT INSUL. SCHEDULE FOR MORE STRAP INFO. STEEL STUD I/2" DUROCK /� CERAMIC TILE ELEV. T.O. TIE BEAM A.F.F. 5/a" DRYWALL GALV. MTL. DRIP EDGE PROVIDE 211x411 SF8 - BOND BEAM OR ALTERNATIVE ON P.T. Ix2 ON I * I I GROUT SHOWER EDGE AT CURB LINTEL OVER OPENINGS P.T. Ix8 FASCIA BL OOGI l G AT A�L MATCH EXISTING PL rWOOD SE,4r'4S_ I WATERPROOF MEMBRANE RESIDENCE I I a1 #50 VERT. AT ALL COLM. GROUTED SOLID 1�2DISTANCE 4 PROW END „, lu CERAMIC TILE O IN CELL AT 48" O.C. AND AT ALL CORNERS 2-0 O.H. 4 I WATERPROOF Q N AND EACH SIDE OF ALL OPENINGS - NAIL JE,4�S W1 106 �II G ( SEE FOUND. PLAN ) MATCH XISTING I MEMBRANE LL MORTAR ED m RESIDEN E 5�4�4N< AT 4 O.C_ E,4_ � � CERAMIC TILE Q I_� 61 F MORTAR BED 2"X2"XI6GA. REINF. cN 7"x22.5" ALUM. SCREEN SIDE OF SE,41-1�_ _! LU MINIMUM TO END uI OF MEMBRANE U VENT AT 8'-0"o.c• „ 0 SLOPE TO DRAIN U SLOPE TO DRAIN 4 2 x UJD. F,4SCI�4 W1 (2 ) 1&d EA. TRUSS o � �1/2" DRYWALL ON P.T. Ix2 FURRING - — STRIPS AT 24'o.c w/R-4.2 INSUL. — PROVIDE 2 LAYERS OF I I L — - - - - - - - - - - - 4 STUCCO ON PAPER BACKED 86 RING 5HANK NAILS AT �O O.C. — — — — — — — - - - - - - No" � METAL LATH OVER ADDITIONAL AT PANEL EDGE AND N � y O WATER PROOFING (I LAYER OF - m `}' v 15# FELT OR TYVEK WRAPPING) INTER„4EDI,4TE SUPPORT 4" O.C. 1/4 SP,4CE AT 2"X2"XI&GA. REINF. AT CENTER OF SHOWER - U Q 00 (TYPICAL AT ALL SOFFITS, C #50 w/STD. 90 HOOK w/MIN.6° OVER HANGS, CANTILEVERS, I I 1vr I I���--� PNEL EDGES OC IMBED INTO FTG. w/MIN. 30" LAP AND EXPOSED WOOD BEAMS) DI��G1-f� l I �Ol�1�11� �IEMSND WALL SECTION AT SHOWER SHOWER EDGE AT FLOOR TO VERT. #50 AT ALL COLM. GROUT SOLID I I/2" RECESS ENDS (DISTANCE 8 FROI I END o M III � -� 'd C SEE FOUND. PLAN ) WATER STOP 7/ _I T�I'PIC�4L S1=fOW � T IL� 3/ II - II-0II .���' � � w POURED c+4 `9 SILL ct M 2-GOAT STUCCO ON 8"x8"xl6" C.M.U. p o 4" CON(. SLAB C SEE FOUND. PLAN ) 5/ 4,1 ROOF SHEATHING DETAIL 3/4 = 1 =0 � 7� N � � 00 o M 11/2„ BLOCK RECESS L M ELEV. FINISH FLOOR w � U w �= 4 ° G ° r CONCRETE LINTEL "CASTGRETE" SLOPE GRADE GRADUALLY w SEE LINTEL SCHEDULE FOR p pa TO 10 FEET FROM BLDG. REINFORCING AND FILLING TYP. BOND BEAM W W Q IF REQUIRED IS" Q Z U SEE FOUNDATION PLAN "6DOD FOR FOOTING INFO. Q a 1/ 4.1 T"I'PICAL WALL SECTION 3/4" - 1'-0" -1 I I I I I I I 8" MIN. I I I CONCRETE I II I BLOCK WALL 8/ .4.1 II II II II II II II II II O I I I 2"x 4" BRIDGING J I I I GROUT-FILLED CELLS - R-30 INSULATION LL I I I 3000 PSI (TYPICAL) COLUMN STEEL I I I (SEE PLAN) v v I I I I I I 5/8" DRYWALL x I I I u? I I I 2"x 4" TOP PLATE � li li li ? 4 I I I 4 I/2" x 4 I/2" GUT 2-Iro d AT ea. TRUSS. 0I I I I I I (V 0- i t I I i t MASONRY INSPECTION O fA I I I I I I ff GLEAN-OUT HOLE W CT-47 BLOCKS) A5 TERNATIVE: Cn W I I I 3 ia" x 25 GAGE METAL STUDS IN LIEU I I I OF 2x4 WOOD STUDS ^ Q Q I I DOWELS TO MATCH VERT. 8" MIN. W I/2" DRYWALL Q h� 2/ 4.1 T rFICAL 11,450NR**' FILLED CELL DETAIL 3/4 1'-0'' L2"x 4" WOOD STUDS Cl) Z >- Cl) BOTTOM OF FOOTER +. r', Q — AT 24" O.G. h�l — — Q zQ 0 Z - a J NOTE: � V a e a a (SEE FOUNDATION PLAN FOR M Z PROVIDE LINTEL BLOCK 2"x 4" P.T. PLATE OR POUR SOLID 8" DEEP (TYPICAL COLUMN LOCATIONS AND W N 12" 1-#5 CONT. EA. WINDOW SILL) REINFORCING) Z C HILTI I I/2" PIN I` G Cl) 3" MIN. GLR. NOTE: THE INSTALLATION OF GLAZING PROTECTION AT 12" O.G. MAX. SHEET DEVICES HAS BEEN CONSIDERED IN THE DESIGN OF THE SUPPORT STRUCTURE 3/ 4.1 STEP DOWN AT SNOUJER 4/ 4_1 3/4 - 1'-0'' �0/ 4.1 T'I'PICAL WINDOW OPENING IN G1 IU WALL 3/��� - 1�-0�� �/ �_I NON-SEARING INTERIOR WALL 10/ 4.1 3/��� - I�-��� 5 OF 7 SHEETS I # REVISION DATE BY LE�EN�") NOTE: THIS IS A SCHEMATIC DRAWING, A/C CONTRACTOR TO PROVIDE SHOP DRAWINGS. m CEILING DIFFUSER. SEE DRAWING FOR DIMENSIONS, NECK SIZE, LOCATION AND DIRECTION(S) OF AIR FLOW. ® EXHAUST FAN. SEE DRAWING FOR LOCATION AND EXHAUST LOCATION 50cfm TYPICAL UNLESS INDICATED DIFFERENTLY ON PLAN. ® CEILING RETURN AIR GRILLE. SEE DRAWING FOR DIMENSIONS, NECK SIZE AND LOCATION. A/C NA CEILING AIR TRANSFER GRILLE. SEE DRAWING FOR DIMENSIONS, NECK SIZE AND LOCATION. - O THERMOSTAT. SEE DRAWING FOR LOCATION. /� QQ � 5 I 3" VTR - 14551RE VI A ItI OI V W.I.C. VTR VENT TO ROOF AHU AIR HANDLING UNIT WASHER W/ / i VTW VENT TO WALL EXF EXHAUST FAN W.I.C. ® EF-I 4"m 6x6 CO AT 46" AFF, VTRJ VENT TO ROOF JACK CFM CUBIC FEET PER MINUTE VTR 50 cfm S.W. SIDE WALL GRILLE AT 6" BELOW CLG. KW KILOWATTS BATH I7"m 6x6 6x6 LAV CU CONDENSING UNIT FLA FULL LOAD AMPS 50 cfm m 100 cfm t.A. TRANSFER AIR GRILLE RA RETURN AIR GRILLE iSx16 EF-I 6x6T""Aleo WCO LAV GENEI\AL 14VAC NO I E5: 150 cfm y� Sxl6 2„ i 7 25 cfm BUILT IN,-,' 150 cfm 3„ 2 I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 FLORIDA MECHANICAL 4-4 LIN CLO . 20 WCO 3" CO At BUILDING CODE AND ALL LOCAL CODES AND ORDINANCES IN A FIRST CLASS GRADE MANNER AND ACCEPTED BY THE ENGINEER UPON COMPLETION OF THE JOB. 2. CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER TRADES 2" 3 TO AVOID ANY INTERFERENCE WITH OTHER WORK. REF 0 O SHOWER CONT. TO SEPTIC 3. CONTRACTOR SHALL COORDINATE AND PAY (VIA THE BID) FOR ALL REQUIRED SYSTEM PERMITS, TESTS, INSURANCE (LIABILITY AND PROPERTY), AND INSPECTIONS. 3„ 4. DRAWINGS ARE DIAGRAMMATIC IN NATURE, SHOWING THE WORK TO BE RANGE COMPLETED. THEY ARE INTENDED TO SHOW A COMPLETE WORKING SYSTEM. W/ HOOD ITEMS REASONABLY INFERRED AS NECESSARY TO PROVIDE A COMPLETE EF-2 VTR AND FUNCTIONING SYSTEM SHALL BE PROVIDED WHETHER SPECIFICALLY 7"0 WC SHOWN OR NOT. ANY DISCREPANCIES OR OMISSIONS IN THESE DRAWINGS 8x8 O0 3" SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING 150 cfm O, 2" BEFORE THE BID OR THEY WILL BE CONSIDERED PART OF THE BID. 5. CONTRACTOR IS RESPONSIBLE FOR ALL GUTTING AND PATCHING REQUIRED FOR 1/I T I I Eta I THE COMPLETION OF HIS WORK. 12x12 1� l��f 1 V ::�12xI2 14',, 6. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS LABELS WHERE APPLICABLE. T 5180 7. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW WORK INDICATED ON THE ,A 12"0 2" DRAWINGS. IF A PROBLEM OR OMISSION IS ENCOUNTERED IN FOLLOWING THE (� 4 11/2" S.V. DRAWINGS THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE IN WRITING AND CEASE WORK ON THAT PORTION OF THE WORK UNTIL THE ENGINEER I--I T SINK HAS GIVEN NEW DIRECTIONS. 8. THE CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIM/HER SELF WITH ALL CONDITIONS INVOLVING H.V.A.C. SYSTEMS AND MAKE PROVISIONS TO O R WCO THE COST OF THE BID. ALL EXISTING MECHANICAL EQUIPMENT (WHETHER 0 v COVERED SHOWN ON DRAWINGS OR NOT) TO BE VERIFIED AS EXISTING AND USABLE U `t op 12"41 20x2O RAG BY THE CONTRACTOR. Q r— ENTfR� S. LOCATION OF ANY MECHANICAL EQUIPMENT NOT DIMENSIONED ON THE DRAWINGS QQ 7bJo CANNOT BE SCALED FROM THE MECHANICAL DRAWINGS BUT MUST BE CONFIRMED BY THE OWNER (OR OWNERS REPRESENTATIVE) OR THE ENGINEER DRAWINGS. o GOREAT S�l 10, CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE TIME OF OCCUPANCY. M ;.' �4 ANY DEFECTS SHALL BE CORRECTED INCLUDING ANY DAMAGE TO OTHER DIVISIONS •� w FL 1,�1„C5I I�l �I I��j OF CONSTRUCTION WITHOUT ANY ADDITIONAL CHARGE TO THE OWNER °A � U 11. COORDINATE INSTALLATION OF CONDENSATE SYSTEM WITH PLUMBING CONTRACTOR S--I NOT t0 SCALE CONDENSATE SYSTEM SHALL INCLUDE A FLOAT SWITCH AND A 2" DEEP EMERGENCY PAN I--� Q g UNDER AIR HANDLERS. CONDENSATE TO TERMINATE AT DRY WELLS (12" DIA X 24" DEEP MIN.). OR 1'-0" MINIMUM FROM EXTERIOR WALL AND SLOPE AWAY FROM EXTERIOR WALL. 12. ALL BENDS GREATER THAN 45 DEGREES SHALL HAVE TURNING VANES. ALL EXHAUST U DUCTWORK TO BE SHEETMETAL. Sxl6 13. CONTRACTOR SHALL PROVIDE TEST AND BALANCE REPORT cn M 200 cfm 14. ALL GRILLES SHALL BE FULLY ADJUSTABLE ALUMINUM GRILLES WHITE ESP — L 200 cfm FINISH, METALAIRE OR APPROVED EQUAL. w 00 15, PROVIDE A PROGRAMMABLE THERMOSTAT FOR EACH AIR HANDLING UNIT. UNIT SHALL Q O NOT HAVE ANY VISIBLE NAMEPLATES. 16. ALL NEW EQUIPMENT TRANE OR EQUAL 17. VERIFY ALL DUCT SIZE, INSULATION, WITH ENERGY CODES AND ENERGY CALCS SUPPLIED. 18. HOLD ALL WALL MOUNTED DIFFUSERS 10" BELOW INTERSECTION OF WALL/ CEILING. 19. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED At 1 W p W O CFM/SF OF VENTILATED FLOOR AREA. 20. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR Q N U = U N AIF�,) CONDITIONING FLAN a Q 1/4"=1'-0" INSULATED w FLEX DUCT 3 (SEE PLAN FOR SIZE) V� ALTERNATE J DU CATION DRAWBAND (TYP) Q Q I" INSULATED 0 PLENUM SOUND W TRAP Q Q J LL 0 LAY-IN CEIL'G EGG CRATE Z Z J 0 w a NOTE: TR,4N5FEf;R AIR DUCT DETAIL (CEILING) NO SCALE LL > CD THERE CAN BE NO OVERHANG OR w 0 z �7 OBSTRUCTION(S) TO W ? AIR FLOW DIRECTLY FSUPPLY LOOR AIR DUCT. SIZES ~ Z ABOVE CONDENSING r, W O UNIT. CEILING STRUCTUR TO BE MECHANICALLY ATTACHED Q �.i� m TO AHU FBCR-M 1601.1.4.1.E l7 4" X 2" X 3/16" STEEL CLIP WITH AIR HANDLING UNIT II II /� I I /� v ~ Z N 3-#12 SELF TAPPING TEK SCREWS EX14AUST FAN SC�4EDUL� INTO THE UNIT AND ��a"� x 2�i2" RETURN AIR DUCT. AHU BUILT-IN DISCONNECT Q ttl SEE FLOOR PLAN AREA TIP T.S.P. DUCT MAX. MOTOR DATA CONTROLLED REMARKS � 0 J Z IS" MIN. TAP CON INTO GONG PAD. 2 CLIP FOR SIZE. REFRIGERANT LINES MARK SERVED SPEED CFM IN WG SIZE SONES BY � NOTES O PER EACH SIDE CONDENSATE DRAIN W/ I" S.V. HP RPM V/O/HZ Q Z Q GU-I INSTALL OVERFLOW PROTECTION EF-I J FLOAT SWITCH PER FBCR-M 1411.3.1 GROAN BATHROOM - 50 .50" 3"0 4.0 1/12 1,140 120/1/60 SWITCH NOTES 1,2,4 Z V 6" MIN. SLAB TO EXTEND A MINIMUM SEE A/C PLAN FOR LINE TERMINATION MO # 688 AT TOILET RM (/� V PROVIDE OVER FLOW PROTECTION DEVICE EF-2 SWITCH OF 6" BEYOND UNIT ON ALL ON CONDENSATE SECONDARY DRAIN OVERFLOW CONNECTION GROAN KITCHEN - 190 .50" 7"0 E.5 1/12 1,140 120/1/60 NOTES 1,2,3,4 �j co)M Z li SIDES. NEOPRENE VIBRATION PAD MO # F403023 AT TOILET RM Z ti ANGLE IRON FRAME SUPPORT MINIMUM (o" ABOVE GRADE CONDENSATE TO TERMINATE AT 12" MIN. OFF EXTERIOR WALL 6" ABOVE GRADE GRADE a FLOG RETURN AIR PLENUM BOX NOTES: A/C CONTRACTOR TO FIELD VERIFY ALL NOTES I - BATH VENTS VENTILATION BY 402.1 BELOW AND REQUIREMENTS ARE PER CODE I - DRYER VENT SHEET CONTRACTOR TO LEAVE A 4" PERIMETER AROUND I - RANGE VENT 6", 3000 psi, CONCRETE PAD 6X6 WWF THE AHU AND ABOVE THE UNIT PER CODE 1. RPM'S INDICATED ARE APPROXIMATE. ADJUST FAN DRIVES TO ACHIEVE AIRFLOWS SPECIFIED. I I t 2. MAINTAIN A MINIMUM CLEARANCE OF 10'-0" FROM ALL INTAKE AIR FANS AND CONDENSING U�NI It �IOUN I ING DETAIL NO SCALE ,4�U �ET,�IL NO &GALE ALL ROOF TOP UNITS OUTSIDE AIR INTAKE OPENINGS. • 3. HOOD CAN BE NON-DUCTED USING THE RECIRCULATING FILTER. 4. EXHAUST FAN(s) AND KITCHEN HOOD COLORS TO BE SELECTED BY OWNER 6 OF 7 SHEETS # REVISION DATE BY ELECTRICAL &�1 50L,5 DUPLEX RECEPTACLE SWITCH TELEPHONE OUTLET / \ HI-HAT AT 15"AFF. s SINGLE POLE • AT 15"AFF. \ / GL'G.MOUNTED 8 AMDRUCPLEX RECPTACLE TCH TELEPHONE OUT FAULT INEERRUPTE $ THREE WAY FLUSH IN FLOORLEt \ /vp VAPOR PROOF 8B DUPLEX RECEPTACLE SWITCH CAT& INTERNET,GABLE / \ RECESSED WALL AT BASE 4 FOUR WAY V MODEM AT 15"A.F.F. \ / WASHER 8G DUPLEX RECEPTACLE SWITCH S SPEAKER SEMI-RECESSED WALL AT 8"ABV.COUNTER R RHEOSTAT O IN GL'G. C WASHER A/C II I DUPLEX RECEPTACLE SWITCH Sa HARD WIRED IllNCANDESC ALL ENT LIGHT (W GROUND FAULT p DIMMER SMOKE ALARM pUPLEX RECEPTACLE K SWITCH HARD WIRED D C GARBONMONOXIDE WALL SCONCE MS �] �MS TOP REC.SWITCHED KEYED DETECTOR/ALARM 8WP DUPLEX RECEPTACLE D-1 SWITCH O HVAC TRACK LIGHT WATERPROOF DISr_ DISCONNECT THERMOSTAT WH WP/ GFI �UG DUPLEX RECEPTACLE Q SECURITY T THERMOSTAT/ FLUORESCENT TA UNDER COUNTER KEY PAD H HUMIDISTAT LIGHT FIXTURE /D METER QUADPLEX RECEPT. GARAGE DOOR EXHAUST I iI PIER MOUNTED W.I.C. AT 15"AFF. a CONTROL PAD ® FAN \ LIGHT FIXTURE CI FOR EA.POOR) W.I.C. / \ / \ /f1 DEDICATED QPHOR O GARAGE DOOR EXHAUST FAN EMERGENCY LIGHTS \ / EF-I \ / �J CIRCUIT 120V SWITCH BEAM W/LIGHT / OUTLET FOR GARAGE DOOR OPENER -0D LIGHTS .B. DOOR IBELL SECURITY,FLOOD PADDLE FAN LIGHTS 3 3 M DIRECT WIRED OR W/O LIGHT D p INTERCOM Q MS MOTION SENSOR ® MOTOR AT 60"AFF. I (v)v LIGHTS -1 220 V.RECEPTACLE INT INTERCOM BASE INCANDESCENT LIGHT *AT 24"AFF. BASE STATION CL'G.MOUNTED CHANDLER \ / BUILT IN LINEN CLOS. DUPLEX RECEPTACLE TELLEVISIODN,GABLE GLOIBE LIGHT BREAKER FLUSH IN FLOOR SATELLITE JACK GL• PANEL 2 O JUNCTION GHIM CHIME BOX LES KEYLESS LIGHT FIXTURE e..4L.METER F c�6 E3EDFl l 1 WIRFANEW1 LT RANGE J FOR WIRE FOR �ENER,4L ELECTRIC,4L NOTE,5= J � / \ W/ HOOD / \ _U FAN W/ LT GA.T6 I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND U.C. FOR 2014 NATIONAL ELECTRICAL CODES. O DISP 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN , RISER 100A PANEL 0 0 DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL $A BE NEMA TYPE 3R. 4. MINIMUM WIRE SIZE SHALL BE # 12 COPPER. 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS OTHERWISE NOTED. ro. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/8"(0 x 8' GROUND ROD AND qP sa UT NEAREST COPPER WATER LINE (COLD). WP/ GFI A c 3 G 7. ALL 120V, 1 PHASE 20A. BATHROOM, GARAGE, AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER CGFI.) COVE RE D )__ / / \ / \ PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF E� IR TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL CCsF.I.) IN I V LIEU OF (GF.I.) BREAKER WITH SEPARATE CIRCUIT. 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 46" AFF. 9. RECEPTACLES SHALL BE 15A. AND 120V. OF THE GROUND TYPE Iro" GREAT R� A.FF. UNLESS OTHERWISE SPECIFIED. 10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITSt A MAXIMUM VOLTAGE DROP OF 3io IS PERMITTED. I1. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE J J SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE GAT& COMPANY UNLESS OTHERWISE SPECIFIED. 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED EQUAL 13, SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- FACTURER'S RECOMMENDATIONS AND LISTING. 14. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT TO MS \ / \ / \ DEVICES OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE LIGHTS \ / \ / \ / 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. Iro. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR- DQ Q< MENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN O _ M Z� Ms THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS W W O IS IN THE BID. 17. PROVIDE PRE-WIRED T.V. OUTLETS HDMI AND CAT5 (FOR GABLE OR ANTENNA IN ATTIC, OR SATELLITE) AS SHOWN PER CONTRACT. Q O QN U = UN 18. ELECTRIC FIXTURES/TRIM AND APPLIANCES SHALL BE U.L. DOD W APPROVED AS PER CONTRACT. O '— 0 Q IS, PROVIDE NON-FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C p� EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER ELECTRIC FLAN AND AS PER MANUFACTURER'S RECOMMENDATIONS. 20. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE 1/4"=1'-0" COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. (VERIFY W/ OWNER) 21. STEREO PRE-WIRE, SPEAKERS, UNIT, ETC. TO BE COORDINATED w WITH AUDIOVISUAL CONSULTANT/COMPANY. (VERIFY W/ OWNER) LOAD CALCULATIONS 22. ROUTE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS N 3 ^� AREA UNDER A/C 1065 sqft 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. General Load: 25, ALL RECEPTACLE, SWITCHES, TV, PHONE, ETC. LOCATIONS ARE SUBJECT TO CHANGE IN FIELD DUE TO CODE ISSUES. ELECTRICAL CONTRACTOR MUST FOLLOW ALL CITY, COUNTY, STATE, AND NATIONAL CODES OVER DESIGNED Q General lighting VA ea 3,195 va DRAWINGS. AS BUILTS CAN BE SUPPLIED IF REQUIRED. DRAWINGS SUGGEST 0 1 Range 8000 8,000 LAYOUT ACCORDING TO CODE AND TO BE APPROVED BY GOVERNING 1 Disposal 700 700 MUNICIPALITY DURING THE PERMITTING PROCESS. 1 Refrigerator 1200 1,200 26. ALL RECEPTACLES TO BE 6'-O" O.C. FROM ALL OPENINGS, AND 12'-0" O.G. Q FROM RECPT. TO RECEPT., ALL RECEPT. 2' O.C. AT KITCHEN COUNTER J 1 Washer 1500 1,500 27. ELECTRICAL CONTRACTOR SHALL VERIFY ENGINEERS ELECTRICAL LAYOUT AND LL 1 Dryer 5000 5,000 CALCS. PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES IN WRITING 2 small appliance circuit 1500 3,000 1 Water Heater 4500 4,500 F NEL 50,4fRD 5CHEDULE T,41'1PER RESISTANT RECEFTACLES RER NEC 40(c.12 W Bus Amp Load Description Pole Trip # # Trip Pole Load Description Bus Amp 4 F5C RE4002.14 ARE REQUIRED IN DWELLING; KNITS Subtotal General Load 27,095 A/C #10, 3/4" 2 30 1 2 50 2 AHU (5KW HS) #5, 3/4" 5,000 IN ALL ARE,45 45 SPECIFIED IN 201.4 NEC 210.52/ ALL O First 10,000 @ 100% 10,000 3 4 z Balance @ 40% 6,838 4500 WATER HEATER #10, 3/4" 2 30 5 6 30 2 DRYER #10, 3/4" 5000 12 5 V/ 15 20 4MP RECEPTACLE 5 Total General Load 16,838 VA 8000 RANGE W/ HOOD #8, 3/4 2 50 S 10 20 I WASHER #I2, 1/2" 1500 O W Z A/C load @ 100% - - - II 12 20 I BEDROOM #I (AFCI) #12, '/2" ELECTRIC,4L R1&ER DI,4GR,4 I U) [�] / Q Cooling Heating 1500 SMALL APPLIANCE (GFI) #12, 1/2" 1 20 13 14 20 1 BEDROOM #2 (AFCI) #12, 1/2" W 100A W � 0 z #1 5,000 1500 SMALL APPLIANCE (GFI) #12, 1i2" I 20 15 16 20 I BATH (CFI) #12, 1/2" PANEL 1200 REFRIGERATOR #12, 1/2" 1 20 17 IS 20 1 EXT. RECEP. (WP/ GFI) #12, 1/2" Uj Q Total A/Cload % 100% 5,000 700 DISPOSAL (GFI) #12, '/2" 1 20 IS 20 > J EXT. LIGHTING #12, 1/2" 1 20 21 22 ELECTRIC TV55 PROTECTION: Total load 16,838 + 5,000 21,838 GREAT RM (AFCI) #12, 1/2" I 20 23 24 METER EFI MODEL OSW-120/240 e � M� 2" PVC CONDUIT W/ (n AMPS 91 25 26 3-#2/0 THHN CU 4 1-#6 GRD. 27 28 0 J 29 30 J Z a NOTE: 100A MAIN DISC. TO BE IFY 277/460 1 PHASE 3 WIRE POLES: 12 20 30 42 SUPPLIED W/ 10,000 A.I.G. RATING Z V RATED VOLTAGE:❑ VERIFY L� 120/208 VER 40 ❑ ❑ ❑ ❑ (/� V 2" PVC CONDUIT W/ LU RATED AMPS 100❑50 ❑200❑225 ❑400 MOUNT: ❑ SURFACE 11 FLUSH 3-#2/0 THHN CU UNDERGROUND MCI I` � J FULL NEUTRAL BUS GROUND BUS SERVICE BY #4 THWN CU. G.E.C. CONNECTED TO THE BLDG. W N C Z Uj BOLT-IN TYPE PLUG-IN TYPE FEED IS TO BE: � FP 4L STEEL AND EXTENDED TO 5/6" X V COPPER 1,.- c BOTTOM TOP GRD ROD. MAIN LUG ONLY MAIN CIRCUIT BREAKER AMPS _ SHEET _ 5/8" X 10' GRD ROD CONNECT TO BLDG. STEEL W/ All breakers must be rated to interrupt a short circuit ISG of 10,000 amps symmetrical (Series rated with main) — FOOTER CLIP 4 METALLIC COLD WATER PIPE 7 OF 7 SHEETS