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HomeMy WebLinkAboutBuilding PlansGENERAL CONSTRUCTION NOTES: FOUNDATION, CONCRETE, STEEL AND WOOD 1. ALL CONSTRUCTION MUST CONFORM TO FLORIDA BUILDING CODE 2017, 6th Edition 2. ALL DRAWINGS ARE CONSIDERED PRELIMINARY UNTIL THEY HAVE BEEN APPROVED BY THE LOCAL BUILDING DEPARTMENT THAT FOLLOWS FS CHAPTER 553 AND FBC 107.3.1. 3. PLANS NOT APPROVED AS STATED IN #2 ARE CONSIDERED UNLAWFULLY PERMITTED. 4. PLANS NOT APPROVED BY QUALIFIED REVIEWERS BY THE AHJ (AUTHORITY HAVING JURISDICTION) ARE CONSIDERED INVALID AND UNLAWFULLY PERMITTED. THIS IS THE RESPONSIBILITY OF THE CONTRACTOR/PERMITTEE TO CONFIRM. 5. THE DESIGN ENGINEER HAS NO RESPONSIBILITY OR LIABILITY FOR PLANS USED TO BUILD ANY STRUCTURE THAT ARE EITHER INVALID OR UNLAWFULLY PERMITTED. 6. DO NOT ORDER ANY WORK OR MATERIAL WITH PRELIMINARY DRAWINGS. 7. CONTRACTOR SHALL SCHEDULE THE CONTROLLED INSPECTIONS IN ACCORDANCE WITH THE E.O.R. (ENGINEER IN RESPONSIBLE CHARGE OF THE PLANS / ENGINEER OF RECORD) 8. ANY DISCREPANCIES IN PLANS AND DETAILS MUST BE REPORTED TO THE ENGINEER IMMEDIATELY PRIOR TO WORK COMMENCING. 9. NO CHANGES OR SUBSTITUTIONS MAY BE MADE WITHOUT APPROVAL BY THE ENGINEER, THIS INCLUDES ITEMS ADDED THAT ARE NOT IN THE DETAILS. 10. THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF VALUES TO THE ENGINEER PRIOR TO COMMENCING ANY WORK, OR ORDERING ANY MATERIALS. 11. THE PRELIMINARY INTERIOR LAYOUT IN THE FIELD, FROM THE PLANS, IS TO BE APPROVED BY THE ENGINEER BY SITE INSPECTION, BEFORE FRAMING COMMENCES. WORK THAT DOES NOT CONFORM TO THE PLANS AND SPECIFICATIONS TO BE DEEMED UNACCEPTABLE AND SHALL BE REPLACED OR CORRECTED AT THE CONTRACTOR'S EXPENSE. 12. ALL CONTRACTORS SHALL SUBMIT ALL SHOP DRAWINGS/ ENGINEERING CUT SHEETS TO THE ENGINEER FOR APPROVAL, THROUGH THE GC PRIOR TO WORK BEING PERFORMED. ALL SUBCONTRACTORS (MEP) SHALL COMPLY WITH ALL REGULATIONS OF THE AHJ (FBC 2017). IT SHALL BE THE INDIVIDUAL CONTRACTOR'S RESPONSIBILITY TO OBTAIN SUCH REGULATIONS FROM THE BUILDING OWNER. IN THE EVENT OF CONFLICT BETWEEN THE BUILDING REGULATIONS AND OTHER CONTRACT DOCUMENTS. THE ENGINEER IS TO BE CONSULTED PRIOR TO PROCEEDING. 13. WORK PROGRESS SCHEDULE: CONTRACTOR SHALL PROVIDE A WORK PROGRESS SCHEDULE TO BE REVIEWED WITH THE ENGINEER AND OWNER PRIOR TO COMMENCING ANY WORK OR ORDERING ANY MATERIALS. 14. THE ENGINEER OF RECORD DOES NOT ASSUME ANY CONTROL OR CHARGE, AND SHALL NOT BE RESPONSIBLE FOR SUPERVISIONS OF CONSTRUCTION, MEANS, TECHNIQUES, SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK. FOR THE ACTS OF OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY WORK, OR FOR FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 15. THE ENGINEER OF RECORD SHALL BE AFFORDED THE OPPORTUNITY TO PROVIDE CONSTRUCTION OBSERVATION DURING THE ENTIRE CONSTRUCTION PROCESS. IN THE EVENT THE ENGINEER OF RECORD IS NOT RETAINED IN THIS CAPACITY, THE ENGINEER OF RECORD DOES NOT ASSUME ANY RESPONSIBILITY FOR THE BUILDING PERFORMANCE DEFECTS, UNCOVERED FIELD CONDITIONS, AND OR NON-CONFORMANCE WITH THE RECOMMENDATIONS PROVIDED HEREIN. 16. ALL VEGETATION IS TO BE REMOVED FROM SLAB / FOUNDATION AREA NO WOOD OR VEGETATION IS TO BE BURIED WITHIN 15' OF ANY BUILDING OR PROPOSED BUILDING. FILL TO BE CLEAN MATERIAL PLACED IN LIFTS NOT TO EXCEED 6" MECHANICALLY COMPACTED. ALL CELLS, CAVITIES AND AIR GAPS SHALL BE CLEANED OF ALL NON -PRESERVATIVE TREATED WOOD OR CELLULOSE MATERIAL PRIOR TO PLACEMENT OF CONCRETE. 17. SOIL BEARING 2,000 PSF MINIMUM AT 95% OF MODIFIED PROCTOR AS PER ASTM D-1557, TESTED IN 12" MAX LIFTS, CONTRACTOR TO PROVIDE CERTIFICATE. 18. SOIL POISONING TREATMENT TO EXTEND 1 FOOT BEYOND EXTERIOR SIDEWALLS OF STRUCTURE. a. SOIL TREATMENT CERTIFICATE TO BE STORED IN WEATHER RESISTANT JOBSITE PLANS BOX 19. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS" FOR STRUCTURAL CONCRETE BUILDING" ACI 318. a. CEMENT: ASTM C-150, TYPE 1 b. WATER: POTABLE c. AGGREGATE: ASTM C-33 d. REINFORCING STEEL: ASTM A-615, GRADE 60 e. SLUMP: 5 INCHES MAX f. METAL ACCESSORIES: ACI-315 g. REINFORCING MESH: FIBERMESH OR ASTM A-185, 6X6 W1.4/W1.4 h. CURING COMPOUND: ASTM C-309, TYPE 1 I. FORMWORK: ACI SP-4 FORMWORK FOR CONCRETE, FORMWORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. j. TOLERANCES: FLOOR SLABS: 1/8 INCH IN 10 FOOT MAXIMUM k. FINISHES: FLOOR SLABS - STEEL TROWEL FINISH. i. WALKS & DRIVES - BROOM. ii. FLOORS TO RECEIVE TILE - BROOM. I. SAW CUT CRACK CONTROL IN SLAB AT MAX SPACING 15'-0" O/C AS SOON AS CURING PERMITS i. NOT TO EXCEED 24 HOURS FROM TIME OF CONC. POUR. 20. MINIMUM COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE: a. 3" CONCRETE DEPOSITED AGAINST GROUND. b. 1 1/2" WALLS EXPOSED TO WEATHER OR IN CONTACT WITH THE GRADE. c. 3/4" WALLS NOT EXPOSED TO THE WEATHER, d. 1 1/2" COLUMNS, e. 1 1/2" BEAMS, (OVER MAIN REINFORCING) f. 3/4" STRUCTURAL SLABS, FROM SURFACE, 21. ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTES FROM BATCH TIME, UNLESS RETARDER IS ADDED TO THE MIX. 22. ALL CONCRETE SLABS SHALL ATTAIN A MIN. STRENGTH OF 2500 PSI. IN 28 DAYS, FOOTINGS SHALL ATTAIN A MIN. STRENGTH OF 3,000 PSI 23. ALL CONCRETE BEAMS AND COLUMNS SHALL ATTAIN A MIN, STRENGTH OF 3000 PSI IN 28 DAYS 24. GRADE 60 STEEL MINIMUM IN FOUNDATION AND FOOTINGS, GRADE 60 IN BEAMS AND COLUMNS, LAPPED PER ACI-318. 25. PLACE ONE #5 BAR AT EACH SIDE OF MASONRY OPENINGS & 4'0" SPACING. (U.O.N.) HOOK TOP OF COLUMN BARS INTO TIE BEAM 26. METAL STRAPS, CLIPS AND HARDWARE SHALL BE GALVANIZED, OR APPROVED EQUAL. 27. MASONRY TO CONFORM WITH ASTM C-90, fm = 1900 PSI. TYPE M MORTAR PER ASTM C-270, fm = 2500 PSI. MASONRY CONTRACTOR TO VERIFY WALL HEIGHTS, BEAM DEPTH' AND MASONRY OPENING SIZES PRIOR TO CONSTRUCTION. 28. STRUCTURAL WOOD CRITERIA: a. PRIMARY WOOD FRAMING MEMBERS SHALL BE NO. 2 SOUTHERN PINE OR BETTER, SURFACED DRY, USED AT 19% MAXIMUM M.C. WITH THE FOLLOWING STRESS RATINGS, UNLESS OTHERWISE NOTED: I. FB SINGLE MEMBER 1,200 PSI ii. FE REPETITIVE MEMBERS 1,400 PSI iii. FC PERPENDICULAR TO GRAIN 565 PSI iv. E 1,600,000 b. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. '9. EGRESS WINDOW, FROM ALL BEDROOMS PROVIDED BY EGRESS WINDOW: a. MAX SILL HT. = 44", MIN WIDTH = 20", MIN. HEIGHT = 24", MIN. AREA = 5.7 SF 10. LIGHT AND VENTILATION IN BEDROOMS, GREAT ROOM, DINING AND KITCHEN MIN 8% OF NET FLOOR AREA IN GLASS. ,1. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. ,2. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WLL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. DESIGN ENGINEER IS NOT LIABLE FOR ANY CONSTRUCTION THAT PROGRESSES WITHOUT NOTIFICATION AND HIS CONSENT TO PROCEED IN WRITING. 3. SPLITTING OR CRACKING OF STRUCTUAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. ,4. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS ALL PLYWOOD SHEATHING TO BE NAILED WITH 8d OR BETTER NAILS AT 4" O.C. AT THE EDGES AND 6" O.C. IN FIELD. ,5. INTERIOR DRYWALL TO BE SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 INCHES DIAMETER. ,6. PRESSURE TREATED FULL LENGTH STUD AGAINST COLUMN BLOCK, WITH PRECUT STUD ADJACENT. ATTACH BOTH STUDS TO POURED COLUMN WITH 1/2" x 7" HILT] KWIK BOLTS, OR EQUAL, AT 24" O.C. AND WITHIN 6" FROM ENDS. USE 3" x 3" x 3/16" STEEL WASHERS AT EACH BOLT. ,7. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS THAT ARE NOT LESS 1-3/8" IN THICKNESS OR STEEL DOORS THAT ARE SOLID OR HONEYCOMB CORE NOT LESS THAN 1 3/8" THICKNESS OR 20-MINUTE FIRE -RATED DOOR, EQUIPPED WITH A SELF CLOSING DEVICE. (R302.5.1). ,8. CARBON MONOXIDE DETECTORS ARE REQUIRED WITHIN 10 FT OUTSIDE OF THE DOORS OF ALL SLEEPING ROOMS WHEN THERE IS AN ATTACHED GARAGE. ,9. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET METAL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. (R302.5.2) 0. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. (R302.6). 1. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD, OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" TYPE "X" GYPSUM BOARD OR EQUIVALENT. (R302.6) 2. VENTILATION OF WOOD TRUSS ATTIC, R 806 AREA OF CEILING DIVIDED BY 150 = THE MIN. CODE NET FREE AREA OF VENTILATION 3. ATTIC VENTILATION IS PROVIDED BY SCREEN SOFFIT VENTS 20" X 7" WITH INSECT STEEL SCREENING, ASSUMED FREE AREA = 75% 4. LOCATE SOFFIT VENTS ON ALL 4 SIDES OF ROOF, EQUALLY SPACED APART. NO ADDITIONAL ROOF VENTS REQUIRED. 5. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. PLYWOOD SHEATHING MUST BE APPLIED AS THE ROOF OR FLOOR TRUSSES ARE ERECTED TO PREVENT TOPPLING. REFER TO TPI & WTCA PUBLICATION "BUILDING COMPONENT SAFETY INFORMATION" FOR HANDLING AND BRACING OF TRUSSES. TEMPORARY BRACING PER HIB-91. 6. CONTRACTOR TO OBTAIN THE LATEST PRODUCT APROVALS FROM THE MANUFACTURERS, VERIFY SAFE PRESSURES, THE EXPIRATION DATES, INSTALLATION SPECIFICATIONS AND SUITABLILITY OF THE PRODUCT BEFORE INSTALLATION OF ALL BUILDING COMPONENTS. 7. CONTRACTOR TO LAYOUT THE WORK, VERIFY ALL DIMENSIONS, ELEVATIONS, PITCH, WALL AND CEILING HEIGHTS PRIOR TO ORDERING ANY WORK OR MATERIAL. 8. WIND LOADS: FBC 2017, 6th EDITION, 170 MPH, 3-SECOND GUST, EXPOSURE C, unless otherwise noted BY THE DELEGATED PROFESSIONAL ENGINEER (PER FBC) DESIGNING THE TRUSSES. WIND DESIGN DATA Ultimate Wind Speed: 170 mph Nominal (Basic) Wind Speed: 132 mph Risk Category: II Wind Exposure: C Enclosure Classification: Enclosured Internal Pressure Coefficient: 0.18 +/- Components and Cladding: Roof Zone 1: 23.4 psf max. -37.2 psf min. Roof Zone 2: 23.4 psf max. -64.7 psf min. Roof Zone 3: 23.4 psf max. -95.7 psf min. Roofing at Zone 2 Overhangs: -75.5 psf min. Roofing at Zone 3 Overhangs: -126.9 psf min. Stucco, Cladding, Doors and Windows: Zone 4: 40.5 psf max. -43.9 psf min. Zone 5: 40.5 psf max. -54.2 psf min. 9' Wide O/H Door: 35.6 psf max. -40.2 psf min. 16' Wide O/H Door: 34.1 psf max. -38.0 psf min. The Nominal Wind Speed was used to determine the Components and Cladding Pressures. All exterior glazed opening protections shall be Impact. APPLICABLE CODES: 2017 FLORIDA BUILDING CODE. 6TH EDITION NFPA70 - 2014 NEC 2017 FLORIDA ENERGY CODE 2017 FLORIDA ACCESSIBILITY CODE 2017 FLORIDA PLUMBING CODE 2017 FLORIDA MECHANICAL CODE FLC ELE FOL BEA FRP SI ALL MAR ® 9 ' �?o ST. Lucie County, St. Lucie County Building Department Product Approval Submittal Affidavit Building Permit Building Address Contractor Opening Schedule: SwingDoors. Overhead Doors, Fixed Glass, Windows & Sk li hts Qy./ Opening ID Product Model # Manufacturer Glass Description Attachment Method Type. Size. Soacin¢ & Embedment Product Approval Product Design Pressure l -A GARAGE HURRICANE MASTER DAB DOOR IMPACT 5/16"x 1 %" LAG SCREWS 15-0304.01 +27.0 DOOR MODEL 824/811 STEEL COMPNY INC. -30.0 9'x8' SECTIONAL 6-B 25 SH 185 ALUMINUM MI WINDOW IMPACT 3/16"DIA. X3 %4" TAPCON START 6" MAX. FROM FL-17499 +60.0 SINGLE HUNG AND DOORS CORNER & NOT MORE THAN 18" ox. -60.0 WINDOW 1-C H32 195 ALUMINUM MI WINDOW IMPACT/ 3/16"DIA. X3 V4" TAPCON START 6" MAX. FROM FL-17499 +60.0 SINGLE HUNG AND DOORS TEMP. CORNER & NOT MORE THAN 18" ox. -60.0 WINDOW 1-D 23 SH 185 ALUMINUM MI WINDOW IMPACT 3/16"DIA. X3'/4" TAPCON START 6" MAX. FROM FL-17499 +60.0 SINGLE HUNG AND DOORS CORNER & NOT MORE THAN 18" o.c. -60.0 WINDOW 1-B' SLIDING 620 ALUMINUM MI WINDOW IMPACT 3/16"DIA. X3'/4" TAPCON START 6" MAX. FROM FL-16133- +50.0 GLASS IMPACT AND DOORS CORNER & NOT MORE THAN 18" o.c. RI -50.0 DOOR l-F EXTERIOR OUTSWING SINGLE PLASTPRO N/A 3/16"DIA. X3/4" TAPCON START 6" MAX. FROM FL-17347 +60.0 DOOR FIBERGLASS DOOR CORNER & NOT MORE THAN 18" o.c. -65.0 Product Model # Manufacturer Attachment Method Product Product Design ADvroval Pressure MULLIONS 5764 MI WINDOW AND APPROVED METHOD AS PER MANUFACTURES PRODUCT APPROVAL FL-15353 SEE PRODUCT VERTICAL DOORS APPROVALS MULLION ROOF HERITAGE TAMKO BUILDING APPROVED METHOD AS PER MANUFACTURES PRODUCT APPROVAL FL-1956 SEE PRODUCT PRODUCTS APPROVALS SIDING STUCCO N/A N/A N/A N/A SOFFIT STUCCO N/A N/A N/A N/A HURRICANE N/A N/A N/A N/A N/A PANELS SHEET LEGEND: >IGN CRITERIA AND ALL 00 DES THAT ARE A MAJOR 7 OF THIS SET. ,OR PLAN 01 VANS 02 NDA ION PLAN 03 IM AND COLUMN PLAN 04 ,MING PLAN 05 BY OTHERS: CTRICAL LAYOUT (sm+ ammo, Fm omm) E1 NO SHEET STANDS ALONE IEETS LABELED "00 THRU 05" MAKE UP ONE SET CONTRACTORS ON THIS SITE ARE TO WORK OFF A COMPLETE SET. FBC CH. 107.3.1 Approval of construction documents. When the building official issues a permit, the construction documents shall be approved, in writing or by stamp, as "Reviewed for Code Compliance." F.S. CH 553.79.2 An enforcing agency may not issue any permit for construction, erection, alteration, modification, repair, or demolition of any building or structure until the local building code administrator or inspector has reviewed the plans and specifications required by the Florida Building Code, or local amendment thereto, for such proposal and "Found the Plans To Be in Compliance with the Florida Building Code." If the local building code administrator or inspector finds that the plans are not in compliance with the Florida Building Code, the local building code administrator or inspector shall identify the specific plan features that do not comply with the applicable codes, identify the specific code chapters and sections upon which the finding is based, and provide this information to the local enforcing agency. The local enforcing agency shall provide this information to the permit applicant. AHJ - PLEASE PLACE YOUR COMPLIANCE/CONFORMANCE TO FBC 2017, 6TH EDITION STAMP HERE: NOTES 7 THRU 15 ARE TO BE COMPLETED 100%, ELSE THESE PLANS ARE NOT TO BE USED FOR CONSTRUCTION. ANY ITEM MISSED DETERMINES THE E.O.R. OF THESE PLANS IS NOT THE FOR OF THE CONSTRUCTION ON THE SITE. LIVING AREA 1256 sq. ft. GARAGE 260 sq. ft. PATIO 160 sq. ft. ENTRY 40 sq. ft. TOTAL AREA 1716 sq. ft. CRITERIA AND SPECIFIC NOTES TO BE FOLLOWED BY BUILDER AND SUBCONTRACTORS W W Z W� 0 U 0 O N O 04 It Iv L'i aZ oi Ivr V)m z �3g WOOL (U u% o+ c U CD c� u d T>J O L{. L Vo +'3.00 3-N �Qla. d�VNJ(U 1 3Y3 +ivfn�c-a d *U(U te 0C C0 S(U Glj°aI_ UaUN1- w L'i Z o o: tY W Q qq- and WrMN Z Q.- w O_ V) U _ I JlL_cp N Z0UJ d- Qw LW �D'mmtj W O��O�co a- Z LL cD 3 in "1115111I I IRf/q// 00 3,�N�',, ,,•O��C� . rj O '.� LL ``'�'1�,yc a c a=o _ :v « $ 'Z=N W 1t `` x LLJ U 0) Cf) J J LL >1 N 0 0 N (f) 0 0 0 C004- n 0 0.. t L-- n- 10 DRAWN BY: TK CHECKED BY: DATE: 5/5/t7 SCALE: 1/4"-t.D. SHEET 00 BODE COMPLIANCE FILE COPY ST. LUCIE COUNTY R[nf%f% tU N T v fU 0 fh cu J U o lJi Vi f9 Cf S- i L 4� Oi Um LS 7It T3� N J(U �q cj `j V1 Ci y I 3Y3d f�LvW,v,� d�aj N�OOQD�+( �1 N A U n 1Loi -j 9=1 t7 M W. W W z CL C7 y� LZIJ �I)cr-0 m J �O®0r a ¢�ZMN Z O U ,XZ I Qe F— c� w W <�NWN J _ x o-jto � d Z I-V) FXL) �LJ U L � a) (� Q) 0 n o 0 .. n10 DRAWN TK CHECM OY: DATE.- s/s/» SCAM. %M 01 FILE COPY T.0 All 1'-4" 1'-4' T.O.B. O 9' T.O. 8.08 FIN 1'-4` REAR ELEVATION STUCCO FINISH (TYP.) LEFT ELEVATION .0.8. 0_911" .O.S. o 8'1" 1'-4` FIN. FL 0'0" '1 1'-4" _FI_ 0'0_ 1'-4' 1'-4' 1'-4' 11-4" STUCCO FINISH (TYP ) RIGHT ELEVATION +,�.g o 40.5 FRONT ELEVATION � 9© ©-439 1'-4` o 12 5 T.O.B. 0 9'1" T.O.B. O 8'1' FIN. FL 0'0" Pei W J W tU In T C) 0tD �� J U0u- MJi LL V0+,O Yi�Uy3NJ R YV O 3Y3 6 +` Ly'nI* LaNC Oc c(?i LN iaov.J (,gLz7cu NAn W W W z a c� w Of 0 UJ �mn J Z Qom4. - O ItZ 1 N zC3uJ} IWi MW�W I 1 J � O -ir) (o 0_ z li M W to Q) U m _0 c� >s 0 nV LL- �Q) � Q) Q) I L )) ' I p 0 �cli � ) O O .. LL0 DRAWN BY: TK CHECKED BY: DATE: s/s/17 SCALE: 1/4•-1.0• SHEET 02 FILE COPY N U7 0 do M U dM 0LL4 i U ca dye 3Y3a�LW Y4 L-0(u 0c 1:4 J Ug17N tl W W LU , Z W M` C2 10 WOQ00 J Z Q�Z�N� O U�Z Z C3 _}. �t Li U- � 0' � LU J _ OJn co W U� LO n� Ll W n�nll W n U) 0 O O C 0f^c) J n 0 6J 1 O •• lff . 1 DRAWN BY: TK CHECKED BY. DATE: 5/5/17 SCALE: 1/4..1.0. SHEET 03 FIBERGLASS SHINGLES ON 30# FELT TIN TAGGED ON 5/9' C.D.X. PLYWOOD SHEATHING 12 5 � F 2'x FASCIA 26 GA. DRIP SHEILD , 1'-4' 5/8, STUCCO SOFFIT ON - WIRE LATH W/ SCREEN VENTS 8 8'-0' o.c. 5/8' STUCCO FINISH 1 1/2' RECESS FOR BLOCK NATURAL GROUND- 2' x 4' STRINGER @ 8'-0' o.c. �- 5/8' DRYWALL ON CEI �- Vx2' P.T. FIRESTOP t-APPROVED LOCK SEAT TRUSS ANCHOR (SEE SCHEDULE) '-CEINT. MASONRY UNIT BOND BEAM W/1 #5 FILLED W/ 3000 PSI PUMP GROUT MIX PRE -CAST LINTELS 8 OPENINGS (SEE PRE -CAST LINTEL SCHEDULE) - s' x 8' MASONRY COL. W/1- #5 VERT. (SEE PLANS) -1/2' DRYWALL ON 1' X 2' P.T. FURRING STRIPS e 24' a.c. OVER R-4.2 INSUL 4" THICK CONIC. SLAB, 2500 PSI, W/6x6. W1.4xW1.4 WWF ON VAPOR - BARRIER OVER CLEAN, WELL COMPATED AND POISON TREATED SOIL ,-WOOD BASE I 4 ff SEE L-'SEE PLANPLANS S " SEE PLANS SEE FOOTING SCHEDULE TYPICAL WALL DETAIL OR METAL TRACK 2 DSO ON 2x4 DS LL 35 METAL STUDS O 24 O.C. 8'1" 2x4 Pir SOLE PLATE OR MEIrAL TRACK N(1TE: ALL ATTACHMENTS FOR SECURING WIRE LATH TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUfVXMT OF No. 11 GAGE, BARBED, GALVANIZED OR BLUED NAILS 1 3/4' TANG HAVING A HEAD NOT LESS THAN 3/8' IN DIAMETER. SPACING To BE NO MORE THAN 6' APART (FBC R703.6) FIBERGLASS SHINGLES ON 30# FELT TIN TAGGED ON 5/8' C.D.X. PLYWOOD SHEATHING 12 5 / 2'x FASCIA 26 GA. DRIP SHEILD , F-4' 5/8' STUCCO SOFFIT ON WIRE LATH W/ SCREEN - VENTS 8 8'-0' cc. 5/8' STUCCO FINISH NATURAL 2' x 4' STRINGER @ 8'-0' o.c. �- 5/8' STUCCO ON HIGH RIB WIRE LATH (SEE NOTE ABOVE) APPROVED LUCK SEAT (TRUSS ANCHOR (SEE SCWOOD BEAM /HEDULE) V)YWOOD BETWEEN (2 HEfA162• 10d NAILS ALL HOLES TO EACH HEADER (HEADER MAY BE BUILT OUT WITHOUT COMMMENT) 12' x 12' CONC. COL. w/2-#5's VERT. 4' CONC. SLAB - 8' x 12' THICKEND CONIC. EDGE W/ 1-#5 CONT, 4" TPLA ff LO NS SEE FOOTING SCHEDULE PATIO COLUMN DETAIL FIBERGLASS SHINGLES ON 30# FELT TIN TAGGED ON 5/9' C.AX. PLYWOOD SHEATHING R-30 INSULATION N A/C AREAS (TYP.) 5/8" DRYWALL ON CEILING BEDROOM (8' CEIL.) ROOF TRUSSES B 2'0' 5/8" DRYWALL J ON CEILING NOTE: THESE ARE NON -BEARING INTERIOR WALLS. STUDS MAY RUN CONTINUOUS TO BLOCKING ABOVE IF IT DOES FALL ON A TRUSS. 2x4 TOP PLATE OR METAL TRACK LIVING ROOM (VAULT CEILING) -4/2' DRWI'ALL ON 2x4 STUDS OR 35/8" METAL STUDS O 24' o.c. PT SOLE PLATE METAL TRACK INTERIOR NON -BEARING WALLA @ VAULTED CEILING MOTE ALL ATTACHMENTS FOR SECURING WIRE LATH TO CELING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQIINALENT OF Nil. 11 GAGE. BARBED, GALVANIZED OR BLUED NAILS 1 3/4' LONG HAVING A HEAD NOT LESS THAN 3/8' IN DAMETER. SPACING TO BE NO MORE THAN V APART (FBC R703.6) FIBERGLASS SHINGLES ON30# FELT TIN TAGGEDON5/8' C.D.X. PLYWOOD SHEATHING 12 5�< 2' x 4' STRINGER e 8'-D' o.c. I S ex FASCIA �`� 26 GA. DRIP SHEILD `� / CO ON HIGH RIB WIRE LAC (SEE NOTE .ABOVE). APPROVED LOCK SEAT 1'-4' H. TRUSS ANCHOR (SEE SCHEDULE) '8' STUCCO SOFFIT ON 2 2'x12' PT WOOD BEAM [RE LATH W/ SCREEN QHNA216 10d NAILS ALL aNTS Q 8'-0' o.c. LES TO EACH HEADER (HEADER MAY BE BUILT OUT WITHOUT COMMENT) 12' x 12' CONC. COL. w/2-#5's VERT. 5/8' STUCCO FINISH 4' CONC. SLAB S' x 12' THICKEND CONIC. EDGE W/ 1-#5 CONT. NATURAL GROUND 4 ' - - SE 0 0 0 u 0 PLANS SEE PLANS SEE FOOTING SCHEDULE 4 ENTRY COLUMN DETAIL TYPE DESIGNATION 'MINN.. (1) REAT OP 1-1/2' CLEAR • rn a~ F - FILLED WITH GROUT / U - UNFILLED QUANTITY OF #5 REBAR ATC.M.U. BOTTOM OF LINTEL CAVITY (2)2x12 PT WOOD HEADER w/ aD 1/2" PLYWOOD BETWEEN NAILED 8 F16 -1 B /1 T -GROUT ' '= ' TOP AND BOTTOM AND 6" FROM I- QUANTITY OF ss c m r " I REBAR AT TOP 6 16 D,C. ENDS • • L 4 • • #5 REBAR AT BOTTOM OF LINTEL CAVITY (U80110 L NOMINAL WIDTH 1 1 NOMINAL HEIGHT I 8' 1 REINFORCING PROVIDED TENS) LINTEL 7-5/6'ACN NOMINAL WIDTH / SAFE LOAD TABLE NOTES f• 1. All values based on minimum 4 inch 7. For composite lintel heights not shown, • nominal bearing. use safe load from next lower height shown. Exception: Safe loads for unfilled lintels must & For lintels lengths not shown, use safe load be reduced by 20% If bearing length is from next longest length shown (11 less than 6 1/2 inches. 9. All safe loads In units of pounds per linear 2. N.R. - Not Rated foot 3. Safe loads are superimposed allowable loads. 10. All safe loads based on simply supported r1 s1 NAILING DETAIL FOR (2) 2 x 12 HEADER 4. Safe loads based an grade 40 or grade 60 field rebor. span. 11. The number in the the parenthesis 5 One f7 rebar may be substituted for two Indicates the percent reduction for grade 40 #5 rebars in 8" lintele only field added rebor. 6. The designer may evaluate concentrated Example 7'-6" lintel type 8F32-tB safe loads from the safe load tables by _ gravity load - 6472. calculating the maximum resisting moment and shear at d-away from face of support. =-// n# J / V 20'-8' 16'-0' 20'-4" 4 - - - - - (2)2xt2 - - - - 12"x12" CONC. COL. w/2-#5's VERT. 120x12" CONC. COL. w/2-#5's VERT. IN II CD 1 D 6'-8' 8'-11, 8'-9 t x � 10'-2' 22'-6' o ti N vII 4 iI • • •1*1W 101• • • (D --- TYP. 80x8" MASONRY COLS. w/1-#5 VERT. O 64" o.c. MAX. P C • PLACE ONE #5 BAR AT EACH SIDE OF MASONRY OPENINGS & 64" SPACING. (U.O.N.) HOOK TOP OF COLUMN BARS INTO BOND BEAM. • • Hatch Legend U QI_1 11 U 9t_itt • 0 TYP. 8"x8" MASONRY COLS. VERT. O 64" o.c. MAX. (LI.O.N.) • • • • CO T o o I • • • • • • • • • • cm J04 X c 1 "x12" CONC. CO 12*02" CONC. COL 2-#5's VERT. w/2-#5's VERT. (2)2x 12 4 91- 10'-0" 7'-8' 5'-8' 6'-4' 23'-4' 8'-0" If 13'-8" 45'-0' 12'-0' Ie GENERAL NOTES BEAM 1. Provide full mortar bed and head joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with 5 1/2" long notches at the ends to accomodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180 deflection. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.. 9. Safe load rating based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami -Dade County, Florida No. 03-0606.05 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-296 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical load + Applied horizontal load S 1.0 Safe vertical load Safe horizontal load 13. Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete masonry above the lintel. See detail: & COLUMN PLAN SCALE: 1 /4"=1 '0" CAST-CRETE LINTEL SCHEDULE FL# 158.1 NOA 16-0126.03 MARKI LENGTH OF ALLOWED APPLIED ALLOWED APPLIED REMARKS NO. LINTEL GRAY. LOAD GRAY. LOAD UPLIFT UPLIFT a4'6" 2931 475 2707 275 8F16-0B/1T 2 7'6" 2632 650 1624 350 8F16-OB/1T 10'6" 1533 375 916 195 8F16-1B/1T NOTE: -USE GRADE 60 STEEL. -LATERAL LOADS ACCOUNTED FOR. -BEAM DEPTHS SHOWN ARE MINIMUM REQUIRED, BEAMS DEPTHS MAY BE INCREASED WITHOUT ENGINEER'S COMMENT. 0 U W KI N ` 6 � N M w Of aPn I oz w U)SEMZ Q 1XUO- al Ot 0 IT Li 0) CV) NM u LLi+' W C 3L` 0L+.L Vo UM OZ 3J Cu C f7 Y V (U 60 Viv It dL 'UN � d NOD 4'1 A.- C�flO•L7(NU OOn IL' w w r� w Z Ii 0 �Lo r`0 rnw Q LJ It C-4 M m �t LLJ N Z O ¢moo ��w I � zc�(J�w � w LL Qwm -N :2 X m W OJQO G 0- ZLL.(DLn `tttttttll* It ifUflffrr`/'` 00 ry �,a= N - 0 Z_O i ON * .....PRa ` .. CL 'r/f4rtru ff„uttul'`• Lu W U uT_ n� rn" v / W . - 0 J _ W LL_ >11 C_ Q CU C) n- - IT- n U) 0 0 0 C_ 00 _t_- In 0 (_0 LL_ 0.. i k n LL DRAWN BY: TK CHECKED BY: DATE. 5/5/17 SCALE: 1/4"-1.D" SHEET 04 fU M ON cu C1 c M J.pHtJi 4; .`0V yMU i Li+' p N O i.p i Vo (Y1 L 3 U- V E p y J M sq a dYU 1 Y3 a L�ifNNv CSIt -0N+0 o va i GO-P o wc°URts is f- •+ J C..i q ITOJ L},!� � - W- La Lil; -- W yto 'wa)0p04 J of® 00�� Z O Qr- .CV U� Z (n IT~ ZOCP .4 W Li QLLJ C-4 aa' J x O J rp%j n- (o a ZL-r7Q�u7 N � � C N n � � O 0 O 00 4- 0 .. 10 DRAWN BY: M CHECKED BY. DATE: s/s/e7 SCALE: 1 /4w-' oDw 05 ELECTRICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2014 NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL PLAN, RISER DIAGRAM AND LOADS. THEY SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 4. MINIMUM WIRE SHALL BE #14 COPPER. 5, ALL CONDUCTORS AREA TO BE COPPER TYE THHN, UNLESS OTHERWISE NOTED. 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/8"x8 GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 7.ALL 120V, 1 PHASE 20A BATHROOM, GARAGE AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (GFI) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (GFI) INLIEU OF (GF) BREAKER WITH SEPARATE CIRCUIT. 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48" A.F.F. 9.RECEPTACLES SHALL BE 15A AND 120V OFF THE GROUND TYPE 16" A.F.F. UNLESS OTHERWISE NOTED. 10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS +- A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 11.THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE PHONE COMPNAY UNLESS OTHERWISE NOTES. 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 13. LIGHTING FIXTURES SHALL BE SELECTED BY OWNER AND CONTRACTOR INSTALLED. 14. SMOKE DETECTORS SHALL BE DIRECT WIRED 120v U.L 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND LISTING WITH BATTERY BACKUP. CARBON MONOXIDE DETECTORS INSIDE THE HOUSE BY THE GARAGE DOOR AND WITHIN 10' IF EACH ROOM USED FOR SLEEPING. (FBCR 315.1) 15. ALL ELECTRICAL DEVICES SHALL BE SMOOTH TYPE, COLOR WHITE, UNLESS OTHERWISE NOTED SPECIFIED. 16.ALL MECHANCIAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS. 17. 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. 18.EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT 1 CFM/SF OF VENTILATED FLOOR AREA. 19.ALL FAN ENTING AND ROOF PENTRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 20. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMNETS WITH THE POWER COMPNAY, BEFORE BIDDING, TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. 21. PROVIDE PRE -WIRED TV OUTLETS (FOR CABLE, ANTENNA IN ATTIC, OR SATELLITE) AS SHOWN PER CONTRACT. 22. ELECTRICAL FIXTURES / TRIM AND APPLIANCES SHALL BE U.L APPROVED AS PER CONTRACT. 23. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURER'S RECOMMENDATIONS. 24.OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAQPE CONSULTANT/COMPANY. (VERIFY WITH OWNER) 25. STEREO PRE -WIRE, SPEAKERS, UNIT, ETC. TO BE COORDINATED WITH AUDIO/VISIAL CONSULTANT/COMPANY. (VERIFY WITH OWNER) 26.ALL CENTRAL VACUUM INLET PORT LOCATIOINS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO INSTALLATION. (VERIFY w/OWNER) 27. ROUTE THE CONCRETEAS REQUIRED FOR FLOOR OUTLET. VERIFY DEPTHS w/STRUCTUAL ENGINEER BEFORE COMMENCING. (IF REQUIRED) 28. PROVIDE A NEW COMPLETE, TYPE -WRITTEN DIRECTORY FOR EACH PANEL 29. REMOVE AND CAP OFF ELECTRICAL INSTALLATION ASSOCIATED WITH THE REMOVAL OF PARTITIONS AND CEILINGS. (IF REQUIRED) 30. DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER. 31.ALL RECEPTACLES, SWITCHES, TV, PHONE, ETC. LOCATOINS ARE SUBJECT TO CHANGE IN THE FIELD DUE TO CODE ISSUES. ELECTRICAL CONTRACTOR MUST FOLLOW ALL CITY, COUNTY, STATE AND NATIONAL CODES OVER THE DESIGNED DRAWINGS. AS BUILTS CAN BE SUPPLIED IF REQUIRED. DRAWINGS SUGGEST LAYOUT ACCORDING TO CODE AND TO BE APPROVED BY GOVERNING MUNICIPALITY DURING PERMITTING PROCESS. 32. ALL RECEPTACLES AT BE 6'0" O.C. FROM OPENING AND 12'O"O.C. FROM RECET. TO RECEPT. ALL RECEPT 2' FROM ANY POINT AT BACK OF KITCHEN COUNTER. 33.ELECTRICAL CONTRACTOR SHALL VERIFY DESIGNERS ELECTRICAL LAYOUT AND CALCULATIONS PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES IN WRITING FOR REVISION. 34. ALL NEW 125 VOLT, 15 AND 20 AMP RECEPTACLES IN ALL AREAS SPECIFIED IN NEC 210.52, SHALL USE LISTED TAMPER -RESISTANT RECEPTABLES. 35. AIR COND. EQUIP. SHALL BE INSTALLED ACCORDING TO THE MANUF. SPECS, INSTALLATION INSTRUCTIONS AND NEC. 36. CIRCUIT PROTECTION IS REQUIRED TO COMPLY w/NEC 240.4 37. CONDUCTOR SIZES SHALL COMPLY WITH NEC 310.15 38.THE SERVICE AND PANEL SHALL HAVE THE CAPACITY TO SERVE THE NEW LOAD PER NEC 220. 39.ALL EQUIPMENT SHALL BE LISTED AND LABELED PER NEC 110.2. 40.FOR NEW INSTALLATIONS, A GFCI RECEPTACLE IS REQUIRED AT THE CONDENSER PER NEC 210.63. 41. THE CORRECT SIZE CIRCUIT BREAKER AND WIRE SHALL BE VERIFIFED IN FIELD. NOTE: VERIFY LOCATION OF TV AND PHONE OUTLETS IN FIELD. NOTE: ALL BEDROOM RECEPTACLES, LIGHTS, FANS AND SMOKE DETECTORS SHALL BE ARC -FAULT PROTECTED IN ACCORDANCE WITH NEC 210.12. ELECTRICAL PANEL SCHEDULE WIRE LOAD POLE AMPS AMPS POLE LOAD WIRE 6 Ran e 2 50 1 2 20 1 Ref rim. 12 ♦ 1 3 4 30 2 Dryer 10 12 Dishwasher 1 20 5 6 ' 12 Appliance Circuits 1 20 7 8 15 1 General Lighting 14 9 10 ♦ 11 12 , 131 14 1-.-� 14 Generat Lighting 1 15 151 16 , ♦ ♦ t 171 20 1 12 ' ' ' ♦ 19 ��liance Circuits12 ♦ ♦ ♦ ♦ 21 22 ♦ . .._ ♦ 23 4 12 Disposal i 20 25 26 r 12 Microwave 1 20 27 128 spare 10 Water Heater 2 30 29 30 ' ' ' 31 32 ' Spare 33 34 ' ♦ 35 36, ' 1 37 38 ' 6 A.C. Coro resser 12 60 39 40 60 2 Air Handler • 41 42 1' UNDERGROUND OR y } OVERHEAD BY UTILITY COMP. 0 2 2/0) C.U. IN 2" CONDUIT (200 AMP) o,� 1 1 0) NEUTRAL C.U. IN 2" CONDUIT (200 AMP) �= 2 1) C.U. IN 1=1/2' CONDUIT (150 AMP) N oz 1 (#2) NEUTRAL C.U. IN 1=1/2" CONDUIT (150 AMP) SEE ELEC LAYOUT FOR SERVICE SIZE REQUIREMENT A PANEL 120/240 VOLT M.C.B. I ALL COPPER WIRING L - DISCONNECT (IF REQUIRED) METER CAN w/GROIM M CMFMT CAMMNG COND MM OMMAL W4 =(ANM.ALLY ATTACHED TO Tr E METER CAN AND OROIMW SECTROOE CONDUCTOR (OMM WRO BY AN APPWM METHOD a aEcy"M scwo mm TNRE) N ANC SOLID CCPPER tWR07EO= r ..r Ar ♦r . r. 49• ' O°',9� ,9� L Y AM ♦Y FOtMDA NOTE A MMOOW OF A /9 AwO OM CCPPEA GROtA M EIECTADDE CONDUCTOR (am= W S OLL ENT THE BOTTOM OF DIE FOOTER NOT THE WE Y F.J.B. / F F.J.B. BY MEANS OF AN APPAM MSTED !E WAL ON DIE LOOM SD w/ CARBON MONOXIDE LOAD CALCULATIONS (22oA* A/C HEAT STRIPS 10,000 1OKW PER UNIT LIVING AREA 1,256 SO FOOTAGE GENERAL LIGHTING 3,768 3 WATTS PER SF (2)20-AMP CIRCUITS 3,000 APPLIANCE OUTLETS LAUNDRY CIRCUIT 1,500 RANGE 12,000 MICROWAVE 1,300 DISPOSAL 1,000 REFRIGERATOR 1,500 WATER HEATER 4,500 DISHWASHER 1.300 CLOTHES DRYER 5,000 34.868 TOTAL VA APPLICATION OF DEMAND FACTOR PER 220.82 (8) FIRST 10 K.W. 0 100R = 10,000 REMAINDER 0 40% = 9948 TOTAL OF GENERAL LOAD = 19,948 A/C 10 K.W. EA. 0 65X = 6,500 HEAT STRIPS/ 1 UNIT POOL PUMP O lOOX ® 5,000 IRRIGATION PUMP O 100% 1,500 TOTAL - 32,948 TOTAL / 240V - AMPS = 137.283 PANEL LOAD LICENSED ELECTRICAL CONTRACTOR TO CONFIRM THESE CALCULATIONS PRIOR TO START OF WORK. / - F F.J.B. ir �0GFT Dw SINK RANGE I / SD w/ / CARBON / MONOXIDE / F / F.J.B. �P j 1 GFl E ON rcjH IN C - W/H ON WH PAD A.F.F. Jll DRYER LEVEL CT I \I I ELECTRICAL EXT. I / PANEL \ COFFERI Of NG FORI OPENER AHJU GFl S.D. __ HIGH _ - - ` GFl F.J.B. l Er P 00 �N v!�W mz �z0 ovT 10, V R��OEpWp V)U<w z z tn?n-6: W�oww iv ozZ d a.05 awv)6 U6wo WCLU_ dUoo5 U �dS2jw a w w w 0 O OO N 3EZ06 Era 07d= A/C P A/C DISCONNECT Mo N N_ d N iE0) N �WgI o � . z o z 0 5 U 0 Iu Ln z LL Q U_ ry U W I W �"'Q 4K 91 fU In En v V OD (rl u C M O L.{r L Uo Imp s s u- uz o JEV A U N C d C5Y I 3Y3a-P,L�''t -0NcpcLa(usmiEu Ov CD O N (U O h (�I-"J u 94 0 cu a_n W U C V JJ -_ LL �(Q) 0 a- L t_t_ O o 0 00 60 - 1 � o .♦. � n LoL ORAWN BY: TK CHECKED BY. DATE* SHEET E 1 FILE COPY sw gum common DDD LOW VatTM pW71RCW14 PpMTt OPPAY am am — RW NU Wr awae aaWea7M CUMAWWM AMM PAN4 P amRymW PAD Wj%WW VALK i , PURNADRW RE-001 B mm1 t-t/e' 7APCW� now 8 1Re/AUwo M 4m W A/4" BDWfw INID 61W69P (Iy'{) `3 / �. ! eValmN UNE RFwmw AMD 04AIW AIR COOLED CONDENSING UNIT SLAB MOUNTED NY& KR7 W/H ON �,_�a i • • WH PAD DWI LEVEL \ DRYER 1206 BEDROOM 5` �N 'i (8' CEIL) DINING ROOM (1 (VAULT. 'EILING) R RIG. rze RA k . ! � SSA • 7v / � <1s GARAGE (8' COL.) LIVING ROOM �ry� (VAl'i_T. EILING� _ - 2 1 9070 GARAGE DOOR BEDROOM # 2 ( M. SUIT t (8' CEIL.) I /d ^A/d I (TRAY CEI -SCFN 1HANDLER DETAIL AIR C,Q' l,D/TI, L! r LA, L .PMFNT ff 'F%1te1 F 2 12 TONS C, U.-;14AJM30JAZ A.H.U. - RHLLH ,17 HEAT - .8 KW TOTAL CAP. - 29,200 ELECT - 208-230-1 BRKR CU- 25 AHU-45 REF. LINES - 314 & 318 S.E.E.R. -16.0 No. Revision/Issue bate ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED .TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION NEEpW� RESIDENCE FOR: jam. r, Proojecct� Shaet Date Scala 1/4' 1 —O