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HomeMy WebLinkAboutFLOOR PLAN DETAILS99 6511 P LAN 2'9 FORM STANDARD PACIFIC I 10MES MakingYou Right At Home 825 CORAL RI DCME DR. CORAL SPRINGS, FL 33701 Tel= (954) 575-7300 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACrrOR: STANDARD PACIFIC HOMES 825 CORAL RIDGE DR. CORAL SPRINGS FL, 33701 TEL: (954) 5757300 SQ. FT. CALC.'S LIVING 15T FLOOR LIVINGS 2ND FLOOR 257g 1507 SQ, FT. SQ. FT. TOTAL LIVING COVERED LANAI GOVERED ENTRY ELEV. "D" 5ALGONY ELEV. "D" 405(o 186 152 139 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL ELEV. "D" 5350 SQ, FT. INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI —COVER PAGE PG SO—FOUNDATION/FIRST FLOOR COLUMNS PG GN—GENERAL NOTES PG S1-1ST LEVEL FLOOR BEAMS AND ROOF PG Al —FIRST FLOOR PLAN PG S2-2ND LEVEL COLUMNS, BEAMS AND ROOF PG A2—SECOND FLOOR PLAN & SCHEDULES PG SDI —STRUCTURAL NOTES, MISC. SCHEDULES AND "S#—" DETAILS CONCEALED FASTENERSORATTACNM1lTS PG A2.1—DOOR AND WINDOW SCHEDULES PG SD2—WALL SECTIONS AND TYPICAL DETAILS AUTNERESPONSIMUNOFTNE PG A3D—ELEVATION "D" FRONT AND REAR CANTRACTOROFIiEM PG A4D—ELEVATION "D" LEFT AND RIGHT PG D1—DOOR AND WINDOW ATTACHMENT DETAILS • STATE OF FLORIDA PG D2—MONOLITHIC WALL SECTIONS AND MISC. DETAILS PROFESSIONAL ARCHITECT: PG PG D3—MONOLITHIC 2—STORY WALL SECTION BY JAMES CANTWELL PG D4—STAIR SECTION AND DETAILS St Lucie County AR NO. 12079 PG E1—ELECTRICAL FIRST FLOOR PLAN PG E2—ELECTRICAL SECOND FLOOR PLAN 'L . A.B. DESIGN GROUP, INC. PG E2.1—ELECTRICAL PANELS AND RISER DIAGRAM sr.LuclEc 1441 NORTH RONALD REAGAN BLVD. ouNTY BUILDING DIVISION LONGWOOD, FLORIDA 32750 PG Pl—PLUMBING FIRST FLOOR PLAN RISVIEWED POR COMP f Tel: (407) 774-6078 PG P2—PLUMBING SECOND FLOOR PLAN REVIEWED By DATE Fax: (407) 774-4078 PG Ml—MECHANICAL FIRST & SECOND FLOOR PLAN PLANS AND MUST IN KEPT ON JOY OR THESEPLAK AND AUPRD�WDR NO INSPSOTION WI66 ft MADf ARE Stl `t.Jr W i ''at ANN t:CHEC?IOi ' DESIGN CRITERIA: REQUIRED M(FIEI.DINRPECTOr1Sit" T ° • FLORIDA BUILDING CODE (FBC) 2014 RESIDENTIAL MA`(pS:iiECEr ,f INOFlDEAT4��k� l •FLORIDA FIRE PREVENTION CODE 5TH EDITION COMPLIWITHALLVKK • NATIONAL ELECTRICAL CODE (NEC) — 2011 EDITION THIS STRUCTURE HAS BEEN DESIGNED • FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS AND FBC 9 REVIEWED VIE 4E OR ONE OFT COMLIANCE OF FOLLOWING: • ALL LOCAL AND STATE CODES ? INTERNAL WIND PRESSURE WINDBORNE OTECTION *OCCUPANCY — RESIDENTIAL, GROUP R3 (Int.) t •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS B IMPAC7RESISTANCEG ING •BASIC WIND SPEED(VULT)— 170 MPH EXPCXSUUREE C t" Imo. -I—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER ALLMAKrACTURESLQUEB&XyMW LOCAL AND STATE CODES U FACTORS 0OMpUANM W ST •SEE STRUCTURAL DRAWINGS FOR MORE INFO ~MNONALL DOOFSAND WINDOWS SPECIFIC PARAMETERS FROM FBC 2014 CH. R44 UNTIL INSMOTIOaARE APPRDVED USED FOR MANSORY AND WOOD: . R301.1 EXCEPTION HIGH VELOCITY HURRICANE ZONE DESIGN IS BASED ON CHAPTER R44 FOR MANSORY AND WOOD. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10 Dgn GrouesiInc. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE r � SiJBDIV. 8c LOT RIVEREEI1D LOT #9 170 MPH EXPOSURE "C" PROJECT# 03303.009 MODEL: FAIRFIELD MODEL #6511 ELEV. D GARAGE SWING: LEFT PAGE: COVER ]PAGE ARCHITECT: STATE OF FLORIDA PLAN 08/31/15 DATE: SCALE: AS NOTED SHEET NO: C t GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2014 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE AND IN CONJUNCTION WITH ASCE 7-10. 2. DESIGN LOADS; FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS. 3. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BOURNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2014 EDITION. 4. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 5. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 6. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 7. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 8. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. III A. DESIGNED TO MEET REQUIREMENTS SET FOURTH IN FBC 2014. IS DE 11 AllL TO I IE SUPPLIED BY GARA D00 UPP R C. TA B AC 0 IT KAGE BY BUILDER Al 2. AS PER FBC 2014 SECTION R302.5.1: 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 NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2014, SECTION R302.5,2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO Al THE GARAGE. SITE WORK 1. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FORPNAL FINISH GRADES, PLANTING AND IRRIGATION. 2. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 7, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 12. LOT SPECIFIC PERMIT SETS OF DRAWINGS AND DETAILS ARE DESIGNED ON THE PREMISE THAT EXTERIOR SIDE WALLS OF THE BUILDING LOCATED - AMINIMUM OF 5 0 AWAY FROM THE SIDE LOT PROPERTY LINE ARE UN -RATED AND IN COMPLIANCE W/ FBCR 302. ARCHITECT/ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR LOCATION OF BUILDING ON SITE. WHEN BUILDER LOCATES BUILDING W/ EXTERIOR SIDE WALLS LESS THAN 5'4' FROM SIDE LOT PROPERTY LINE, A LEGAL DESCRIPTION OF THE LOT SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER OF RECORD TO MODIFY AFFECTED DETAILS TO COMPLY W/ SECTION R302 FOR FIRE RATED CONSTRUCTION.. GENERAL NOTES: 1. GARAGE NOTES: * PROVIDE PERMANENT SIGN ( WITH LETTERS NOT LESS THAN 1/2", READING: "DANGER DO NOT OPERATE ENGINES W/ DOOR CLOSED CARBON, MONOXIDE EMISSION IS LETHAL." POSTED ON INSIDE OF GARAGE DOOR. * AS PER FBC 2014 SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH 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 Yz-INCH GYPSUM BOARD OR EQUIVALENT. * GARAGE BENEATH HABITABLE ROOMS TO HAVE R-11 INSULATION AT CEILING PER ENERGY CODE FORM. 2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. 3. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL.. 4. BATH-TUB/SHOWER GLASS ENCLOSURES IF USED TO BE TEMPERED GLASS. 5. SHOWER HEADS SHALL HAVE ANTI -SCALD DEVICES. 6. ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR FROM THE OUTSIDE IN CASE OF EMERGENCY. 7. USE APPROPRIATE CEMENT BOARD, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 8. BATHTUB & SHOWER FLOORS & WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN SIX FEET ABOVE THE FLOOR. 9, BATHROOM FINISHED FLOOR SHALL BE OF IMPERVIOUS MATERIAL AS TILES. 10. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED IN WOOD CONSTRUCTION AS SPECIFIED IN FBCR SECTIONS R302.11 AND R302.12, 11. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER SECTION R302.9. 12. STRUCTURE TO ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR DAMAGE PROBABILITIES FROM WEATHERING AND TERMITE INFESTATION PER TABLE R301.2(1). 13. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS.FBCR 302.7 14. EXTERIOR WINDOWS SHALL BE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED IN AN OPERABLE DIRECTION. 15. AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH 24" IN HEIGHT AND 5.7 SQ. FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR. ALL WINDOWS SHALL BE PROTECTED W/ FLORIDA APPROVED NOA STORM SHUTTERS, 16. ALL INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER SECTION R302.10. 17. WOOD WALLS WILL BE WATERPROOFED (WRAPPED) PER FBC 1403.2 AND FOLLOWING MANUFACTURES SPECS. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, e" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl 063-06 TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC nFSiGN CRITFRIA ROUND NOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY' SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP" ICE BARRIER AIR MEAN NDERLAYMENT FLOOD "'FREEZING 'ANNUAL REQUIRED° HAZARDS INDEX' TEMP' Speedo (mph) Topogrepnlc eHectskINA) ,Frost Weathering line depth Termite` NA See Fig. R301.2(4) NA Negligible NA H aryvy NA NA NA ABBREVIATIONS ABV. ABOVE FR. DR. FRENCH DOOR A/C AIR CONDITIONING FTG. FOOTING R. RISER ADJ. ADJUSTABLE RAID. RADIUS ALT. ALTERNATE GA. GAUGE R.A.G. RETURN AIR GRILL AMP. AMPERAGE GAR, DISP. GARBAGE DISPOSAL REF. REFRIGERATOR G.F.I. GROUND -FAULT INTERRUPTER RM. ROOM BD. BOARD GL. GLASS R.O. ROUGH OPENING GYP, BD, GYPSUM BOARD CL CENTER LINE S.C. SOLID CORE EXT DR CAB, CABINET H.B. HOSE BIB S.D. SMOKE DETECTOR CLG. CEILING H.C. HOLLOW CORE S.H. SINGLE HUNG CLR. CLEAR HDR, HEADER SHT. SHEET CONIC. CONCRETE HGT, HEIGHT SHTHG. SHEATHING CPT, CARPET SHWR, SHOWER C.T. CERAMIC TILE INSUL, INSULATION SIM. SIMILAR INT, INTERIOR SL. SLIDING D. DRYER SL. GL. SLIDING GLASS DEL. DOUBLE LAV. LAVATORY STD, STANDARD D.G. DUAL GLAZED LUM. LUMINOUS SWS SHEAR WALL SECTION DIA. DIAMETER DIM. DIMENSION M.C. MEDICINE CABINET TEMP. TEMPERED GLASS DISP. DISPOSAL MFR. MANUFACTURER THK, THICK DP. DEEP MIN. MINIMUM T.O.C. TOP OF CURB DR. DOOR M.T. METAL THRESHOLD T.O.P. TOP OF PLATE D.S. DOWNSPOUT MTD. MOUNTED T.O.S. TOP OF SLAB DTL. DETAIL MTL. METAL TYP. TYPICAL D.W. DISHWASHER N.S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE EA. EACH ELEV. ELEVATION O.C. ON CENTER V.P. VAPOR PROOF EQ. EQUAL O.H. OPPOSITE HAND EXH, EXHAUST W. WASHER EXT. EXTERIOR PL PROPERTY LINE W/ WITH P.B. PUSH BUTTON WD. WOOD FX. GL. FIXED GLASS PH. PHONE WDW, WINDOW F.G. FUEL GAS PLT. PLATE W/H WATER HEATER FIN. FINISH PLYWD. PLYWOOD W.I. WROUGHT IRON FLR. FLOOR PR. PAIR FLUOR. FLUORESCENT P.T. PRESSURE TREATED DOOR / WINDOW GLAZING NOTES: RE: FBC 5TH EDITION (2014) FLORIDA BUILDING CODE 1. ALL GLASS DOORS/WINDOWS SHALL COMPLY WITH CHAPTER 24 OF THE F.B.C. 2. SEAL TIGHT WITH SEALANT, ALL JOINTS BETWEEN ALUMINUM FRAMING AND EXISTING ROUGH OPENINGS. 3. DIMENSIONS SHOWN ON PLANS, ELEVATIONS, AND/OR SECTIONS DENOTE UNIT SIZES. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ROUGH OPENING DIMENSIONS AT JOB SITE AND COORDINATE WITH WINDOW MANUFACTURER, CONTACT ARCHITECT IF ANY DISCREPANCIES ARE FOUND, BEFORE PROCEEDING WITH THE WORK. 4. EXTERIOR SLIDING DOOR / WINDOW MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 5. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC SECTION 2406) 6. ALL GLAZING WITHIN 24" TO AN ADJACENT DOOR SHALL BE TEMPERED, CAT. II, SAFETY GLASS. ALL WINDOWS, MIRRORS OR GLASS ENCLOSURES AT OR WITHIN 60" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED, CAT. II, SAFETY GLASS. 7. WINDOWS ADJACENT TO SHOWERS OR TUB MUST BE OF CATEGORY II SAFETY GLAZING. 8. TEMPERED GLASS SHALL COMPLY WITH 16 CFR 1201 AS PER F.B.C. TABLE 2406.2(1). 9. GLASS SHALL COMPLY WITH ASTM C 1036 REQUIREMENTS FOR FLAT GLASS TYPE I AND II AND GSA DD-G-451C STANDARD FOR GLASS, FLAT AND CORRUGATED, FOR GLAZING MIRRORS AND OTHER USES AS PER F.B.C. CHAPTER 24. 10. INSTALLED GLASS SHALL NOT BE LESS THAN QUALITY INDICATED PER FBCR R612.3 AND F:B,C, CHAPTER 24. 11. DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET (0.84 M 2) IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II GLAZING PRODUCTS AS PER F.B.C. TABLE 2406.2(1), 12. ALL GLASS TO BE MONOLITHIC IMPACT GLASS WITH SOLARBAN 70XL LOW-E. w�,f! , ,, Design oGrou inc. 1 N. RONALD REAGAN BLVL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE N Z o h o w o A � o m w o_ w s q a ro e N co v in co N 03 m SUBDIV. & LOT RIVEIRBEND LOT #9 170 MPH EXPOSURE "C" PROJECT# 03303.009 MODEL: FAIIRFIELD MODEL #6511 ELEV. D GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA PI,A 08/31/15 DA SCALE: AS NOTED SHEET NO: TV WALL LECzEND INTERIOR BEARING WALL I EXTERIOR BEARING: WALL SEE ELEVATION FOR BEAM HEIGHT STAIR DATA 20 RISERS m 1 1/1(o" 19 TREADS Q 10" SEE SHEET D4 FOR STAIR SECTIONS AND DETAILS FOUNDAAS R 3_6 I 1 11 11 1 1 AND MALLER 3'-1" TO 7-0" V IFY UU/ PLAN VERIFY Ul/ PLAN TYP. ARCH DETAILS DOUBLE 2 TOP PLATE N Q DOUBLE 0 7TOP PLATE N KITCHEN ISLAND FLOW—THRU COUNTER TOE c 1 I 2N -1'-1" AND LARGER VERIFY W/ PLAN SCALE: 1/4" = I'-& NOTES: WHEN AN a" OR 12" RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN V-0'), THEY NEED TO ALL HAVE THE LARGER RADIUS. 65'-O" 1,31-4" 34'-0" Iy '-V 5'-2" 6'-3 1/2" -10 I/2" T1_811 T�_g" �F �" 6' 8" �-4;� 1 S'-G " �; 92�� O 15 co - - - - # JARIE� COVERED ui CD LANAI j CASUAL o DINING I 6" RECESS O LINE OF WALE L cp J AT SHWR ABOV-- -- 9'-0�� 9'-0" ECs ES i l BATH 2 - q—----------------------7 l 4Si g 2'-10�� ® F- - 10 CEILING: -----� OPARTITION all)UNDER COUNTER r-0° I(71 ,-0„ 66"x32' AT II SAFETY 71 TYP. 8 SHWR. 9 CzL SENOCLO. 3 6 z 8 _T 5 5 0 7 6 6 6 511 WER II T' 0"= = A ® I = GREAT ROOM SUITE 10.8" cL�. (OPEN TO ABOVE) BEDROOM 5 OI a' ----jI I 0'_I 10'-a' CLGm 4" FLAT O J o I A O 6 SOFFIT h'-0" — —' -0' —12w2' ,5'1— — — 9, LINE OF WALL rJl KITCHEN 411 --- —T — — ---- ID'-b" = Nil =/=Y) ® REF. DBL. �' — — MASTER _ -- OVEN CONTINUOUS 4"X12° SHWR _ = I BATH 34 1/2' H. ---- ----- -- 4 � - 10 TILED R 4 SH 4 HANDRAIL NICHE I HAFF P 6 a @ a) a' CLG. ap NEEUJA D --- - _ _ " - 411 O.H.C. 6'-11" m q" 1'-9" 2'-4 4' 2 0' trg1_6�� 30 / WH 1coND.1 PANTRY I HU "I 6 9 = D4 m m / 9 2 _2 II UP @ - TUB _ m -a c 3 5 1 4" 10" 4'-11" O ion @ DECK JJ —� 4' 55H �OR. a m aD �. I *2 / 'v LINE OF 20 MIN. 14 10'-4' CEILING �q Nr °� g° GAT. II @ — / WALL F.R. — — — — — — — — — r �r Inc. 6 �0 RECESS CsLAZI 5AFET*" r ABOVE � — — v (L - g" - = m AT SHWR. T'-4" 3'-0" 1'-5" 6' 0" 5'-I" 5'-6" cv g _all 34 1/2" H. q �22x30 1 LAUNCH g 9 S" DIA. z 7 - TILED ATTIC COLUMNS (TYP.) FOYER KNEEWALL — �AGG> I :1 I I O E CAT 11 , NOTE: I V I TRAY T O SAFETY GsL. a° ^ 0 MAINTAIN FIRE SEPARATION - DINING v I -a GL Q m SHOWER m AND CARBON MONOXIDE I ROOM 0 Q' 4" ENGLO. INFILTRATION AT A/C CLOSET. - — R4sI q'—Ra—SH—� MTL. STUD 4 DRYWALL = a BUILD OUT FROM CLGs. TO �' Mn m <r 3' 0"6 5'-10" 30" A.F.F. (FOR ELECT, (ABOVE) I L 6" 1 I'-0" W.LC. PANEL) MAX. 1 1/2' STEP - -_ - 8 r FROM TOP OF 0 10' b' CLGs. d N THRESHOLD 5 0 9 GARAGE # 1 _ _ _ _ { L�—— J = H. 101-51 LL CLG. �I 10'-e" CLGLG. 10'-4' CEILING: _ (ABOVE) _ (aaoV_E) ---® --- ®— UDVERED L -4 o EN RY G R e sH-- N — — — — — — — — — — — — — — \ — — — — HORIZONTAL — LAP SIDING: G V 2211' -4/" � 16 "XI6 "GONG. COL. TYP. l2) 3'-0' 3'-0" SLEEPING ROOMS PROVIDE AN EORI WINDOW Will A NET CLEAR OPEN OF 5 SO. FT. FOR GROUND FLOC 5.7 S0. FT. FOR UPP R FLOORS. OPENII SHALL NOT BE LESS THAN 24'H OR 2 SILL NOT MO IE T AN 44" ABOVE FLO b HORIZONTAL - LAP SIDING: 21'-10" 65'-0" ELEVATII "Di" D N O I I� m I Al R4SH LAUNDRY 10'-a" CLG.tBULK � - r20 S" 0'-0" 6'-6" IN. ACGES 4 GARAGE #2 I I 6 6 41 _511 21' -10" CXTY Design Grou lnc 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX of r � I1 � ovi SUBDIV. & LOT RIVERBEND LOT #9 170 MPH EXPOSURE "C" PROJECT# 03303.009 MODEL: FAIRFIELD MODEL #6511 ELEV. D GARAGE SWING: LEFT PAGE: FIRST FLOOD, PLAN ARCHITECT: STATE OF FLORIDA t'j.AN 08/31/15 DATE: SCALE: AS NOTED SHEET NO: SCALE: 1/4" = I' -0" I FULL HALF ROUND ARCH AND MALLER FY W/ FLAN TYP v=m1t• T W/ r—LAIN ARCH DETAILS SCALE: 1/4" = I'-0" NOTES: WHEN AN 5' OR 1211 RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN 2'-0"), THEY NEED TO ,ALL HAVE THE LARGER RADIUS. WALL LEGEND INTERIOR 5EARI G WALL 777-1 EXTERIOR 5EARI SEE ELEVATION FOR 5EAM G WALL HEIGs 4T r----------- — — — — — — — — — — — — — — — — — — — — — - I I LINE OF WALL I 5ELOW I I I I 15' -m'1 �1_81 7 _SI 3'-1011 5'-2" 5'-211 3'-10" — — — — — — Q EGRESS AA OI I I BEDROOM 3 017 "l GLG. I 0 — g1_111 I = C AT. II SAFETY GLAZING I �5 BATH 3 BB — "ll CLG. Lu I I co m 2' � _711 DN r 41_9�1 CC OPT. Lu TECH. .9 CLG. I . � HORIZONtAL cDx v 81, LAP SIDING I I I I-I I i I i I I i I LINE OF WALL m BELOW I L-------------------------- 7'-411 M rj (OPEN TO 5ELOW) 61.341 42' HGH, HALF 151.111 WALL W/ CAP 42" HGT. CONTINUOUS GUARDRAIL HANDRAIL 21' -10" LOFT V-4" CLG. EN W 91_21 V il> N 4 611 g'-2" BEDROOM 2 5SH o S11 61_31 21 21_811 N m L v ' w BATH 4 HALL 22x3(o g cLG. ATTIC M L CAT. 11 SAFETY GLAZING v in D4 AHU *2 L 2-4" v e RESH BEDROOM 4 9'-4" CLG. R4SH 41 r-- 1 3 _S" 31_61 41 d) 71r. I I ----_ -LILL - I 4'-2" lu o ro COVERED s°xa°coNc. 42' HIGH DECO �j — BALCONY COL. TYP. (4) RAILING (TYP.) 13'-4" CLG. — — — — — — — — — — — — — — — — 6'-1011 (01-1011 6'-1011 23'-211 E 9 21_T11 I N O w - O � r EGRESS i° I 3 8" __7 Jz 4'-1011 I J SEE NOTE AT SHEET A4D (LEFT ELEV.) FOR :I WALL SLOPE AND RAILING PROFILE. 7'-211 14'-011 211_211 I I I j SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SQ. FT. FOR GROUND FLOORS, 5.7 SO. FT FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR, LINE OF WALL 5ELOW I I I I I I I I ��LJ �Lb 1L ULJ1 �1 L — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 1LJ L �1 ELEVATION 9 9 D 99 SCALE: 1/4" =1'-0" 51 s v FILE Ctj,*)Ip /Design Grouirinc. 1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r Ilk SUBDIV. 8e LOT RIVERBEND LOT #9 170 MPH EXPOSURE "C" PROJECT## 03303.009 MODEL: FAIRFIELD MODEL #6511 ELEV. D GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN ARCHITECT: STATE OF FLORIDA PLE 08/31/15 DA SCALE: AS NOTED SHEET NO: A2 Design Grou Ifinc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE rAd- II SUBDIV. & LOT RIVERBEND LOT #9 170 MPH EXPOSURE 'C' PROJECT# 03303.009 MODEL: FAIRFIELD MODEL #6511 ELEV. D GARAGE SWING: LEFT PAGE: DOOR AND WINDOW SCHEDULES ARCHITECT: STATE OF FLORIDA r i VAN08/31/15 DATE: SCALE: AS NOTED SHEET NO: A2.1 EL. 10'-S" T.O.B. EL. 10'-8" T.O.B. EL. 21 S" T.O.5. T------- tii 0'-8" CLG. HCat/ 57-1 OF TRUSS T:O.B. U.N.0 - - - - - - - - - 11 c -------- - r II I � ti�A �PvO CRICKET III 21'-5" CLG, HGT/ 4- I II 5T" f OF TRUSS II U.N.O fi� II I 1 1 tiA I I I I I EL.21'-8" 7,0.5 III RIDGE II y'A II uI RIDGE I I CLG. NGT� ~ BTM OF TRUSS m u.N.O ti�A II N w I 11 w �F� �I °<< � F -� - ________ I I I L---------�- J ti� EL.21'-8" T.0. ELL. 21'-0 T.O.5. - ---- LU o � I , ------------ EL. 21'-8" T.O.5. EL.10'-8" T.0.5. I W 10'-8" CLG. HG7/ 5TM OF TRUSS U.N.O I I I I �e--------- EL. 10'-8" T.O.B. ROOF PLAN ELEVATION 95 D 99 SCALE: 1/13' I'-0" ROOF VEMILATION CALCULATION PER FBC R 806 REQUIRED VENTILA I 19S_ = 13 SF. SOFFIT VENTILATION F 2VIDED: .105 S.F./L.F. x 202 L.F. = 2J;-] S.F. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROvIDE5 .105 S.F. OF VENTILATION PER LINEAR FOOT SECOND FLOOR ATTIC VENT C LCS. ROOF VENTILATION CALCULATION PER FBC R 806 REQUIRED VENTILATION: IT2_-- SOFFIT VENTILATION PROVIDED: .105 5.F1LF. x 214 L.F. = 2&17 SF. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT FIRST FLOOR ATTIC VEND[' CALCS. Im's HGT. TI AI TRIM HORIZONTAL LAP SIDING (STUCCO) PI 12'-A" 'rnF on i -------- 12---------------� ll�'7ll�/ I 41 I I I II MIMI rrilill, M �i� Muni EN! MUMIMEMINIMiMEMiii I•® IMNiMMIMMINIM.i D3 39 d El 6" TRIM � N2 71, o K D8 D 9 LLL 343 /-43.9 31.8 /-45.(o 31.5 /-48.6 ]FROND' ]ELEVATION SCALE: 1/4" =1'-0" I I I I I I I I I I i I I u/-4l 404.3 CRICKET O Y -4 40.9 /-44.5 40.9 /-44.5 40.8 /-44.4 40.8 /-44.4 40.8 /-44.4 W/ BONUS RM. W/ BONUS Rt'I. W/ 50NUS RM. 33.5 /-40.9 REAR TILE ROOF 12 �4 JD -2 40,8 / 54.0 - m LL uu TRIM HORIZONTAL LAP SIDING (STUCCO) NNN pOC}' 42.11/-4451 - 42.1 /-5 ,.4- C 40.8 /-542 (1-IIDDEN) PRECAST WITH STUCCO FINISH I♦--- ----- -4------�I 7 12 I I I Z 40Z /-43.1 z-_ LL-- Lj I �1= L D O PRECAST F+IDDEN) WITH STUCCO 39.9®b 6.4 /-46.1 40.9 /-44.5 FINISH ELEVATION SCALE: 1/4"=1'-O" O 42.1 /-56.4 FOAM LU/ STUCCO FINISH w- D6 Design Grou Inc. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r � 11111111111 1 ` SU13DIV. 8c LOT RIVERBEND LOT #9 170 MPH EXPOSURE "C" PROJECT#, 03303.009 MODEL: FAIRFIELD MODEL #6511 ELEV. D GARAGE SWING: LEFT PAGE: EILEVATION )) D )) FRONT AND REAR ARCH ATE OF FLORI YfAIMf (18/31/15 SCALE: AS NOTED SHEET NO: A3 D EL, 21'-8" TO.B./ l _ CLG. I4GT. EL. 12'-4' TOP OF _ TRUSS =1 EL. O'-O" FIN: FLR. SLAB AA � 0 408 /-54.0 12 4_r_� BB 42.1 /-451 42.1 /-56.4 i I 22 l EL. -0'-8" FIN. GRADE EL,, 21'-8" CLC;. HCsT. OPEN v LINE OF GONG. c0 BLOCK WALL BEHIND EL, 12'-4' TOP CJF i�Cn iiii a i� (u a i�I TRUSS LINE OF ROOF SLOPE BEHIND — FL. 10'-8' TOfm OF lL m — �1 N EL. m -0" FIN. N _ FLR. SLAB LINE OF ROOF SLOPE BEHIND PRECAST WITH STUCCO FINISH LEFT T ELEVATION SCALE: I/4" = I'-O" 0 - B r _... 42.1 /-45.1 - e Q 40.8 /-540 m I I I I I I I I u 40.0 /-431 RIGHT ELEVATION SCALE: 1/4" =1'-O" OPEN T-0 (HIDDEN) 31.8 /-45.6 PRECAST WITH STUCCO FINISH O 41.1 /-44.-1 D6 TRIM HORIZONTAL LAP SIDING (STUCCO) 6" 4 m 0 N 36®6.1 D6 1'-.4 TRIM HORIZONTAL LAP SIDING (STUCCO) 36.4 /-46.1 N F� ADesign roup-inc. 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r � � I WI SUBDIV. 7LOT RIVERBEND LOT #9 170 MPH EXPOSURE "C" PROJECT# 03303.009 MODEL: FAIRFIELD MODEL #6511 ELEV. D GARAGE SWING: LEFT PAGE: ELEVATION 9) D79 ]LEFT AND RIGHT 9,1116 ARCHITECT: STATE OF FLORIDA DA rE: 08/31/15 SCALE: AS NOTED SHEET NO: NOTE.: • DETAILS INSTALLED PER MANUFACTURER'S RECOMMENDATION. • DETAILS SHALL HAVE TRADITIONAL LOOK AND SMOOTH FINISH U,N,O. • DECORATIVE SHUTTERS TO 5E HIGH DENSITY FOAM. • DETAIL TO ESE PRECAST OR FOAM/EPS. • MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL. • UUINDOW SILLS/TRIM, UATERTA5LE, DECO COLUMNS TO 5E CONCRETE COVERED FOAM ON THE FIRST FLOOR, FOAM LU/STUCCO FINISH ON THE SECOND FLOOR± EAVE MOLDINGS TO 5E FOAM W/STUCCO FINISH INCLUDING FAUX 5ALCONY 5ALUSTRADES.. 72° �2° 2211 ELEVATION _" mi<r 32. g2 PROFILE ("DETAIL SCALE: 3/4" = I'-0" NOTE: • RAILINGS SYSTEMS ARE DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH 5ARRIERS AT ANY LOCATION ON THE SAFEGUARD, UUHICHE:VER CONDITION PRODUCES THE MAXIMUM STRESSES, 1=5C-SECTION R4403.7.3.6.1 2014 ED. • MANUFACTURER TO PROVIDE SHOP DRALUINGS FOR APPROVAL. • BALUSTERS SPACED TO REJECT A 4" SPHERE (B N T USED SCALE: 3/4" = 1'-0" DETAIL C4 ELEVATION ®DES ILL SCALE: 3/4" = I'-0" &DETAIL SCALE: 3/4" = 1'-0" D I A = 1a'-1 4", 1)75 = 15'-1 4" D7G = IS'-1 4" D11) = 18'-1 411, DiE = 14'-0 4" D7A=G '-II '211D75=6'-I1 Z" D7G=6' II 12" p7D=6'-11 2" D7E=4'-II 4° FOAM DECO —� TRUSS D7A=6-2 a" 1)75=8'-2 a" D7G=0'-2 4" D7D=V-2 4" D7E-5'--1" 7 ELEVATION N 21, 2 PROFILE G PROFILE @DETAIL SCALE: 3/4" = I'-O" n 42' HIGH — STRUCTURAL RAILINGS 2" x I" ALUM. POST (T1'P.) I" x I" ALUM. PICKETS _ TO REJECT 4" SPHERE (TYP.) 2" x 2" ALUM. TUBE (TYP.) Im, NOTE: ANY DEVIATIONS FROM DIMENSIONS SHOWN, TO 5E SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. 4" .41I 4' 1. 1'- zAa �aa ��a 0001:1 El ®DETAIL SCALE: 3/4" = 1'-0" "DETAIL 0 HARDIE BOARD SIDING WRAPPED AROUND POST OF Design Grou Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE r -19 Iiiiiiiiiii Limmommommemp Su DIV. 8e LOT RIVERDEND LOT #9 170 MPH EXPOSURE "C" PROJECT# 03303.009 MODEL: FAIRFIELD MODEL #6511 ELEV. D GARAGE SWING: LEFT PAGE: DETAILS: ELEVATION >, D„ L J ARCHITECT: ` STATE OF FLORIDA DATE: 08/31/15 SCALE: AS NOTED IDES ILL SCALE: 3/4" = I'-0" D E TAI I>L SCALE: 3/4" = 1'-0" 2X4:® SECURE TO BLOCK W/ 34 " 2X4� 2X4:® TAPCON5 OR DRIVE PIN SECURE TO BLOCK W/ 346" SECURE TO BLOCK W/Y4" (MIN. SHANK 51ZE .145 TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN MIN. HEAD 51ZE .300 (MIN. SHANK SIZE (MIN. SHANK SIZE .145 MIN. EMBEDMENT 1 Ya") .145 MIN. HEAD 51ZE MIN. HEAD 51ZE .300 8" GMU WITHIN S" OF EACH END NOTE- STRUCTURAL 2X .300 MIN. EMBEDMENT I Y4") MIN. EMBEDMENT 1 Ya") NOTE: STRUCTURAL 2X Y," DRYWALL 15" O.C. MAX SPACING. MUST BE ON OUTSIDE 6 WITHIN 8 OF EACH END NOTE: STRUCTURAL 2X WITHIN 8" OF EACH END g MUST BE ON OUTSIDE 4 1"X4" OR 1"X2" P.T. NAILER ]�:KF_lx4 2X6:® SECURED THROUGH 18" O.G. MAX SPACING. MUST 0€ ON OUTSIDE 4 IS" O.C. MAX SPACING. SECURED THROUGH P.T. OR 5/4'X4' 111N. SECURE TO BLOCK W/2-3 NON-STRUCTURAL 3�(�" 2X6= SECURED THROUGH 2X(o:® NON-STRUCTURAL 346" ❑ SECURE THRU FRAME d TAPCONS OR DRIVE PIN TAPCON MIN, 1-Y4" NON-STRUCTURAL 3 SECURE TO BLOCK W/2-3/6° 46 SECURES SECURE TO BLOCK W/1-1/4" TAPCON MIN. I-Y4" EXTEND 1-Y4" INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. TAPCONS OR DRIVE FIN TAPCON MIN. 1-Ya OR DRIVE PIN EMBEDMENT INTO BLOCK. W/ %,` TAPCON5 OR DRIVE MIN. HEAD 51ZE .300 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. IMIN. SHANK SIZE .145 PIN MIN. EMBEDMENT I Y4") 8 CMU 14' DRYWALL MIN. HEAD SIZE .300 8" CMU MIN, HEAD 51ZE .300 8 CMU " (MIN. SHANK SIZE .145 „ WITHIN 8 OF EACH END d MIN. EMBEDMENT I Y4) Yz" DRYWALL MIN. EMBEDMENT 1 Y4') �� DRYWALL MIN. HEAD SIZE 300 18 O.G. MAX SPACING. I X4 OR 1 X2 P.T. NAILER WITHIN 8 OF EACH END E WITHIN 8 OF EACH END MIN. EMBEDMENT I-Y4" 2X8:m ❑ I°X4" OR I"X2" P.T. NAILER 18" O.G. MAX SPACING. �� IS' O.G. MAX SPACING. 2X8:® y6" O.S.B. X 4" MIN. WITHIN 8" OF EACH END SECURE TO BLOCK W/2-36" 6 O.S.B. X 4 MIN. " 2X8:® IS" O.G. MAX SPACING TAPCON5 OR DRIVE PIN SECURE TO BLOCK W/2-3/fb" SECURE TO BLOCK W/I-I/4" 1"X4" OR 1"X2" P.T. NAILER DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING f4 TAPCONS OR DRIVE 'PIN DOOR CASING TAPCONS OR DRIVE PIN (MIN. SHANK 51ZE DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 .145 MIN. HEAD SIZE .300 ATTACH t0 2X PER WITHIN 8 OF EACH END ATTACH TO 2X PER MANUFACTURER'S DETAILS. MIN. EMBEDMENT 1 Ya") DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW MANUFACTURER'S DETAILS. 18" O.G. MAX SPACING. WITHIN 8" OF EACH END E ATTACH TO 2X PER WITHIN 8" OF EACH END 8 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURER'S DETAILS. IS" O.C. MAX SPACING, MANUFACTURER'S DETAILS. NOTES: NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO • SHIM AS NE DED TO PLUMB JAMB (DO NOTES: NOTES: NOT EXCEED Ya) NOT EXCEE Ya) • SHIM AS NEEDED TO FLUME, JAMB (DO SHIM AS NEEDED TO PLUMB JAMB (DO • ALL WOOD NEEDS TO BE P.T. WHEN IN • ALL WOOD EDS t0 BE F.T. WHEN IN NOT EXCEED 4") NOT EXCEED Y4") CONTACT WITH CMU WALL OR GONG. BLAB CONTACT WI HECMU WALL OR CONC. SLAB ALL WOOD NEEDS TO BE P.T. WHEN IN • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONC. SLAB CONTACT WITH CMU WALL OR CONC. SLAB DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" %nl WINDOW TO BLOCK +3/4 OR +5/4 c WINDOW TO BLOCK +1-15 16" �L1 WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7/16" SCALE: 3/8' -1 0 SGALE• 3/ -I -0 SCALE : 3/8 -1 -0 SCALE: 3/8 -I -0 2X4: 2X4'® SECURE TO BLOCK W/ 346" 2X4:® SECURE SECURE t0 BLOCK W/ 346u 3 II SECURE TO BLOCK W/ 4 TAPCONS OR DRIVE PIN SECURE TO BLOCK W/Y4" OR DRIVE PIN DRIVE TAPCO(MIN. TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 TAPCON5 OR DRIVE PIN SHANK SIZE .14 (MIN. SHANK SIZE MIN. HEAD SIZE .300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE . .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y41') MIN. EMBEDMENT I Y4") WITHIN 8" OF EACH END 6 NOTE: STRUCTURAL 2X MIN. EMBEDMENT 1 Y4"9 WITHIN 8" OF EACH END 8 WITHIN 8" OF EACH END 8 NOTE: STRUCTURAL 2X 18" O-C. MAX SPACING,. MUST BE ON OUTSIDE 4 WITHIN 8" OF EACH END s '- NOTE: STRUCTURAL 2X 18" O.C. MAX SPACING. IS" O.C. MAX SPACING. MUST BE ON OUTSIDE 8 2X6-® SECURED THROUGH 18" O.C. MAX SPACING. MUST BE ON OUTSIDE d 2X6:® 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-3/f6" NON-STRUCTURAL 3/f6" 2X6:® SECURED THROUGH ! SECURE TO BLOCK W/2-34" SECURE TO BLOCK W/2-3/(" NON-STRUCTURAL 34b" TAPCONS OR DRIVE PIN TAPCON MIN. 14/4" SECURE TO BLOCK W/1-1/4" NON-STRUCTURAL 31f6" TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCON MIN. 1-Y4" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. 7APCON5 OR DRIVE PIN TAPCON MIN. I-Y4" (MIN. SHANK SIZE .146 (MIN. SHANK 512E .145 EMBEDMENT INTO BLOCK. MIN. HEAD 51ZE .300 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN, HEAD SIZE .300 MIN. EMBEDMENT I Y4") 8" CMU MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4") 8" CMU WITHIN 6' OF EACH END Yz" DRYWALL MIN. EMBEDMENT I Y49 8" GMU WITHIN 8' OF EACH END 8 8" CMU WITHIN 8" OF EACH END 4 YZ" DRYWALL IS O.G. MAX SPACING. ❑ I X4 OR I X2 P.T. NAILER WITHIN 8" OF EACH END 4 �� DRYWALL 18 O.G. MAX SPADING, y" DRYWALL IS O.C. MAX SPACING. 1"X4" OR 1"X2" P.T. NAILER ❑ 2XS;® ! SECURE TO BLOCK W/2-%i 2ND 2X SECURE TO 8 O.G. MAX SPACING. 1"X4" OR 1"X2" P.T. NAILER ❑ 2X8.® I"X4° OR 1LL P.T. NAILER ❑ 2X8:® SECURE t0 BLOCK W/2-3 DOOR CASING TAPCONS OR DRIVE PIN STRUCTURAL MEMBER 2X8� SECURE TO BLOCK W/I-I/4" I" P.T. X 4" MIN. SECURE t0 BLOCK W/2-346" DOOR CASING TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .145 lU/(2)12d WITHIN S" OF EACH TAPCON5 OR DRIVE PIN DOOR CASING TAPCONS OR DRIVE PIN (MIN. SHANK SIZE MIN. HEAD SIZE .300 END d 6" TO 8" O.G. MAX (MIN. SHANK SIZE (MIN. SHANK SIZE .145 MIN. HEAD SIZE DOOR JAMB OR WINDOW .145 MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Ya') DOOR CASING .145 MIN. HEAD SIZE .300 .300 MIN. EMBEDMENT 1 Ya°) ATTACH TO 2X PER MIN, EMBEDMENT 1 Y4) ATTACH t0 2X PER WITHIN 8" OF EACH END e DOOR JAMB OR WINDOW IS O.C. MAX SPACING. ATTACH TO 2X PER MIN. EMBEDMENT I YEN DOOR JAMB OR WINDOW WITHIN 8" OF EACH END e MANUFACTURER'S DETAILS. WITHIN 8" OF EACH END MANUFACTURER'S DETAILS. WITHIN 8" OF EACH END $ ATTACH TO 2X PER IS' O.C. MAX SPACING. IS" O.G. MAX SPACING. MANUFACTURERS DETAILS. IS" O:C. MAX SPACING. MANUFACTURER'S DETAILS. NOTES: NOTES: NOTES: • SHIM A5 NEEDED TO PLUMB JAMB 1p0 NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") • .SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YW" NOT EXCEE Y4") 0 ALL WOOD NEEDS TO BE P.T. WHEN IN NOT EXCEED Y4") • ALL WOOD NEEDS TO BE P.T. WHEN IN aALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONC, 5LA5 0ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR GONG. SLAB CONTACT WI H CMU WALL OR CONC. SLAB CONTACT WITH CMU WALL OR GONG. SLAB DOOR JAMB TO BLOCK -11-1/2" DOOR J MB TO BLOCK +2 1/4" DOOR JAMB TO FLOCK +3" DOOR JAMB TO BLOCK +3 3/4" �a1 WINDOW TO BLOCK +1-1/2" - D WIND SGALE: 3 W TO BLOCK +2 1/4' 8"=I'-0" ��1 WINDOW TO BLdOK +3" 1 H WINDOW TO BLOCK +3 3/4" -- SCALE: 3/8"=I'-0" SCALE: 3/8' = I'-0" SGALE: R-30 RIGID INSULATION ADHERED TO 1/2" PLYWOOD.. SHEATHING. I/2" PLYWOOD 5HT. BOARD TRUSS (3) 12D NAILS g EA. END 2X4 BRACE J BOX AIR SEAL GASKET 4'-6" x 3'-0' BETWEEN WOOD CASING & BRACEBRACE FOR l� GYP. BOARD, TYP. (1) LAYER OF GYP. BOARD WOOD CASING AT SIDE DETAIL ADHERED TO PLYWD. SHT.CHANDSL�IER (COORDINATE THICKNESS INT5 WITH ADJACENT CEILING) ATTIC ACCESS DETAIL N7S OF yDesign GI ®U lnc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEW PORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE r � SUBDIV. 8c LOT RIVERBEND LOT #9 170 MPH EXPOSURE "C" PROJECT# 03303.009 MODEL: FAIRFIELD MODEL #6511 ELEV. D GARAGE SWING: LEFT PAGE: DOOR AND WINDOW ATTACHMENT DETAILS ARCHITECT: STATE OF FLORIDA PLAN 08/31/15 DATE: SCALE: AS NOTED I SHEET NO: 1) t ROOF SHEATHING l SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). EMBED. STRAP (SEE STRUCT \ FOR TYPE, SIZE, " OF NAILS 4 DETAILS), BAFFLES BETWEEN EACH TRUSS W''_L BE INSTALLED AT TIME OF \ ` INSULATION BY THE INSULATION CONTRACTOR. PRE-ENG WD. TRU55 24" O.G. MAX., NON-STRUCTURAL METAL ROOFING % OVER 030 FELT TO CONFORM W/ ASTh1 D 226, TYPE 02 IX2 P.T. FIRE -STOP a CLG. -R-30 BLOWN -IN INSULATION, 10.3" MIN. DEPTH -1/2" LIGHT LUFIGHT- RIGID DRYWALL. 15T. FLR. BRG. HGT SEE ELEVATIONS GALV. METAL DRIP EDGE BOND BEAM (SEE STRUCT, DWGS FOR SIZE 1 - - lx2 P.T. - --- - - AND REINF.) 2x8 PRE PRIMED SPRUCE 5_E 8'-0" WDW HD. HG - FASCIA (SEE STRUCT. FOR SIZE, MATERIAL AND ATTACHMENT), PRECAST LINTEL (SEE STUCCO SOFFIT ON LEVEL TRUSS STRUCT. DWGS. FOR SIZE RETURN. NOT LESS THAN 1/2" TOTAL \ ., AND REINF.) THICKNESS OVER FELT MTL. LATH. FALSE BOTTOM TRUSS WHERE-1 / LAPPED NOT LTHAN I" 4 FAST APPIGABLE \ —IX2 P.T. FIRE-S7OP AT - 3/8" HEAD GALV.V. N NAILS (2 PER TRUSS S I \ MIN) PROVIDE CONT. 3" WIDE At 8'-0" A.F.F. SCREENED VENTS W/ WIRE MESH\R-4.1 FOIL INSULATION CORROSION RESISTANT/S" MAX OPNG. WINDOW ATTACHMENT AS THROUGHOUT ALL ELEVATIONS. AS PER PER MANUFACTURER'S PE 5 CIFIGA710N5 FBG R806. (SEE ROOF PLAN FOR 8" CMU (SEE STRUCT DWCsS. VENTILATION REQ. 4 CALGSJ - FOR VERT. AND HORIZ. REINF.) Ix2 P.T. FURRING FORMED AND POURED STRIPS -m 24" O.G. CONCRETE SILL (SEE STRUCT. 1/2" GYP. WL. BD. WOOD BASE DWGS. FOR REINF.) Lu lu ' Ix2 P.T. FURRING STRIPS--:� Li E� 2 GOATS, �" THICK STUCCO -- _ � FINISH APPLIED DIRECTLY ' 0 Z 0'-0" FIN, FLR. TO MASONRY OR STONE VENEER O - ATTACHED PER MANUF, RECOMMEND FINISH GRADE -- ------ MONOLITHIC CONC. FOOTING (SEE STRUCT. PLANS FOR SIZE AND REINF.) BELOW SLAB VAPOR BARRIER CEMEN717fOUS TILE OVER *90 FELT TO CONFORM W/ ASTM D 22ro, TYPE *1 OR ASTM D 4869, TYPE "I STANDARDS IX2 P.T. FIRE -STOP - - a CLG. R-30 BLOWN -IN INSULATION 1/2" LIGHT WEIGHT - RIGID DRYWALL. FLR. BRG. HGT SEE ffLEVATIONS BOND BEAM (SEE STRUCT.- J {SEE ELEv DWGS FOR SIZE AND REINF.) - STUCCO SOFFIT ON LEVEL TRUSS RETURN. NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. - LAPPED NOT LESS THAN 1" 4 FAST W/ 3/0" HEAD GALV. NAILS (2 PER TRUSS MIN.J PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/8" MAX OPNG- THROUGHOUT ALL ELEVATIONS. AS PER FBG R806. (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALGSJ Al SEE DETAIL WHEN CANTILEVER TRUSS S USED. ROOF SHEATHING (SEE 57RUC7. j DWGS. FOR PLYWOOD SHEATHING, _ NAILING SPACING AND 7YPE). -BAFFLES BETWEEN EACH TRUSS WILL BE INSTALLED AT TIME OF INSULATION 5"r THE INSULATION CONTRACTOR. EMBED. 57RAP (SEE STRUCT FOR TYPE, SIZE, * OF NAILS 4 DETAILS). PRE-ENG WD, TRUSS 24" O.G. MAX. \`• i 5== ELEi -', GALV. METAL DRIP EDGE Ix2 P.T. / '— 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR SIZE, MATERIAL AND ATTACHMENT) \ STUCCO SOFFIT ON LEVEL 7RU55 "t RETURN. N07 LESS THAN 1/2" TOTAL THICKNE55 OVER FELT M7L. LA7H. '� LAPPED N07 LESS THAN 1" 4 FAST W/ ". 3/8" HEAD GALV. NAILS (2 PER 7RU65 MIND PROVIDE CON7. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT I/8" MAX OPNG. 7HROUGHOU7 ALL ELEVATIONS. AS PER u FBC R806. (SEE ROOF PLAN FOR �• r,'s) J VENTILATION REQ. 4 CALC5J - u�u - 1 ` 2 COATS, 2" THICK STUCCO FINISH `xi 0 APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. — FINISH GRADE NOTE! PROVIDE 7ERM17E 7REA7MEN7 BELOW SLAB (D j— STONY BLOC SCALE: 3/4" = I' -a" ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE): - 2x4 INSULATION STOP BETWEEN EACH TRUSS WITH I" MIN SPACE BETWEEN INSULATION AND ROOF SHEATHING EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, *1 OF NAILS 4 DETAILS), PRE-ENG WD. TRUSS 24" O.G. MAX. GALv. METAL DRIP EDGE Ix2 P.T. \--2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT, FOR SIZE, MATERIAL AND ATTACHMENT) CANTILEVER TRUSS SECTION SCALE: 3/4" =1' -m" SEE WINDOW -- SCHEDULE FOR WINDOW TYPE SOLID SURFACING 1"I47ERIAL SET IN FULL - BED OF CONSTRUCTION \ ADHESIVE SEALANT --- PERIMETER (TYPJ 1/2 IN. GYPSUM WALLBOARD ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE �J —P.T. t WOOD BLOCKING I, —FORMED AND POURED CONCRETE SILL (SEE STRUCT. DLUS5. FOR RE INFJ l[-w— CONCRETE COVERED ' FOAM WHEN OCCURS FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR -- DETAIL.) Ix2 P.T. FURRING STRIPS .0 16" O.C. 8" CMU (SEE STRUCT S, H. WINDOW SILL DWGS. FOR REINF.) � AT EXTERIOR WALL SCALE: 3" =1' 60" WALL, SECTION METAL STUD5 1/2" DRYWALL 3" DIA. PIPE BASE BOARF- xi A I I - DRYER VENT BOX z � j FINISH FLOOR SECTION CONC.SLAB ROOF SHEATHING ( SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). Ix2 2x8 PRE -PRIMED SPRUCE V FASCIA (SEE STRUCT. FOR SIZE, SEE MATERIAL AND ATTACHMENT) ELEV. STUCCO SOFFIT NOT LESS THAN J 1/2 TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LE55 THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) PROVIDE CONT, 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT I/8" MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER FBC R806. (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALCS.) i BOND BEAM (SEE 87RUC7. 1 DWGS FOR 51ZE AND REINF.)'I 2x4 P7 NAILER PRECAST LINTEL (SEE STRUCT. DWGS. FOR SIZE AND REINF.) 2 COATS, 2" THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. u 8" CMU (SEE STRUCT DWGS. FOR VERT. AND HORIZ. REINF.) 1 u Oi FINISH GRADE ELEVATION DRYER VENT BOX TYPICAL DETAIL SCALE: 1 1/2"=1'-0" NON-STRUCTURAL METAL ROOFING OVER 030 FELT TO CONFORM W/ A5TM D 22(o, TYPE *2 OUTRIGGERS TO BE TWICE THE -- DISTANCE OF OVERHANG (SEE STRUCT. DWGS. FOR SIZE 4 ATTACHMENT) PRE-ENG WD, TRUSS 24" O.C. MAX. IST. FLR. BRG. HGT SEE ELEVATIONS R-30 BLOWN -IN �\ INSULATION, 10.3" MIN. DEPTH 8'-0" WDW HD. HGT. \ FALSE BOTTOM TRUSS WHERE APPIGABLE \\\ 1/2" LIGHT WEIGHT RIGID DRYWALL. \ IX2 P.7, FIRE -STOP AT \ CLG. 4 AT 8'-0" A.F.F. R-4.1 FOIL INSULATION WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE SILL CSEE STRUCT. DWGS. FOR REINF.) Ix2 P.7. FURRING STRIPS a 24" O.G. - 1/2" GYP. WL. BD. - WOOD BASE i Ix2 P.T. FURRING STRIPS J,. 0'-0" FIN FLR. -I s a BELOW SLAB VAPOR BARRIER ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE). - Ix2 P.T. -2x8 PRE -PRIMED SPRUCE SEE FASCIA (SEE STRUCT. FOR SIZE, E-E'r, MATERIAL AND ATTACHMENT) i �-STUCCO SOFFIT NOT LE65 THAN 1/2' TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) - PROVIDE CONT. 3" WIDE SCREENED VEN75 W/ WIRE MESH CORROSION RESISTANT 1/8" MAX OPNG, THROUGHOUT ALL ELEVATIONS. AS PER FBC R80(o. (SEE ROOF PLAN FOR %j VENTILATION REQ. 4 CALCS.) F7/T=r,- \ 2x4 PT NAILER 2 COATS, 2'" THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF, RECOMMEND - a" CMU (SEE STRUCT DWGS. FOR VERT. AND HORIZ. REINF.) iu N z� „ � FINISH GRADE o NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB 1—STORY ELO WALL SECTION SCALE: 3/4" = I'-0" CON7. METAL TRACKS, ry — TOP 4 BOTTOM BRG. HGT. ` SEE FLOOR PLAN 1/2" CLG. BOARD 1/2" DRYWALL METAL STUDS 24" O.C. W/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD ATTACHED TO EACH SIDE 12" O.C. NOTE: 1/2" DENSHIELD A7 ALL TUBS AND SHOWERS GONG, SLAB 0'-0" FIN. FLR. PRE-FAB TRUSS TYR INT. WALL, METAL STUDS 5 NON -ERG SCALE: 3/4" =1'-0" Resoinc.n Grou .N.RONALD REAGANI LONGWOOD, FL 3275C PH: 407-774-6078 FAX: 407-774-4078 A.B. DESIGN GROU DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 2( DEERFIELD BEACH, FL 33, (954)482-0957 OFFICE ©o SUBDIV. & LC RIVER]BENI LOT #9 170 MPH EXPOSURE PROJECT# 03303.009 MODEL: FAIRFIELD MODEL #65 ELEV. D GARAGE S WINC LEFT PAGE: MONOLITH WALL SECTIO � & MIs c DETAILS 00 ARCHITECT: STATE. OF FLORT fEB II--S 2 08/31/ SCALE: aO ivy. SHEET NO: 1)2 SEE DETAIL WHEN CANTILEVER TRUSS 15 USED. Al NON-STRUCTURAL METAL ROOFING - OVER #30 FELT TO CONFORM W/ ASTM D 226, TYPE *2 BAFFLES BETWEEN EACH TRUSS WILL BE INSTALLED A7 TIME OF INSULATION BY THE INSULATION CONTRACTOR. GALV. METAL DRIP EDGE lx2 P.T. EE PRE PRIMED SPRUCE FASCIA ,'L -ELEv'. (SEE STRUCT. FOR SIZE, MATERIAL AND ATTACHMENT) STUCCO SOFFIT ON LEVEL - TRUSS RETURN. NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/0" HEAD GALV. NAILS (2 PER TRUSS MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/8" MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER FBC R806. (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALCS) 2 COATS," THICK STUCCO - FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. LEDGER (SEE STRUCT. DWGS.-- -----_ FOR ATTACHMENT) BOND BEAM (SEE STRUCT. DWGS FOR SIZE ANp REINFJ I IX2 P.T. FIRE a CLG. 4 a8 STOP - - - - -O" A.F.F. 1/2" THICK, 2 COAT STUCCO - -- FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 57UCCO STOP GRADE NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB A ROOF SHEATHING (SEE- i STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). EMBED. STRAP (SEE % STRUCT FOR TYFE, SIZE, x OF NAILS 4 DETAILS). --PRE-ENG WOOD TRU55 24" O.C. MAX. / - 2ND F. BRG. HGT LR - � \ SEE ELEVATIONS R-30 BLOWN -IN INSULATION, 10.3 MIN. DEPTH - FALSE BOTTOM TRUSS WHERE - APPICABLE ' 1/2" LIGHT WEIGHT /' DRYWALL. DR L. RIGIDL -IX2 P.T. FIRE -STOP ' aGLG. 4 68'-0" APP. i BOND BEAM (SEE STRUCT. DWGS FOR 51ZE AND REINF.) R-4.1 FOIL INSULATION PRECAST LINTEL (SEE STRUCT. DUGS. FOR SIZE AND REINF.) - WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE SILL (SEE 57RUGT. DWGS. FOR RENNR) IX2 P.T. FURRING 2X4 P.T. BLKG GYPCRETE TOPPING ON PLYWOOD SHEATHING OR 4 n EDGE GOLD PANEL (SEE STRUCT. DWGS, FOR ATTACHMENT AND NAILING SGHEDJ TOP OF „I BOND BEAM SEE ELEVATIONS 71 CEILING HEIGHT " SEE ELEVATIONS 1/2" HIGH STRENGTH CLG. -� BOARD a'-m" WDW R-4.1 FOIL INSULATION i PRECAST LINTEL (SEE STRUCT. DWGS, FOR SIZE AND REINFJ err — WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS v FORMED AND POURED CONCRETE SILL W/ (2)05 CONT. - - Ix2 P.T. FURRING STRIPS a 24"- - O.C. a" CMU (SEE STRUCT DWGS. FOR VERT. AND HORIZ. REINFJ 1/2" GYP. WL. BD. - n / WOOD BASE01 - - `r %" /- IX2 P.T. FURRING— _� w IY i O1_0L - OIL FIN. PLR �. MONOLITHIC GONG. FOOTING - (SEE STRUCT. PLANS FOR SIZE AND RE INF.) BELOW SLAB VAPOR BARRIER NON-STRUCTURAL METAL ROOFING OVER 030 FELT TO CONFORM W/ AS7M D 22C , TYPE "2 BAFFLES BETWEEN EACH TRUSS WILL BE INSTALLED AT TIME OF INSULATION BY THE INSULATION \CONTRACTOR. - PRE-ENG WD. TRUSS 24" O.G. I T t r GALV. METAL DRIP EDGE \ /\x2 P.T. `,c ELti�IV PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR SIZE, MATERIAL AND ATTACHMENT) / STUCCO SOFFIT ON LEVEL TRUSS RETURN. NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN I" 4 FAST W/ 3/5" HEAD GALV. NAILS (2 PER TRUSS MIN,) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/0" MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER FBC R806. (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALCS.) 2 COATS, z" THICK STUCCO FINISH APPLIED DIRECTLY 70 MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 2ND FLOOR TRUSS (SEE STRUCT. DWGS, FOR ATTACHMENT) BOND BEAM (SEE 5TRUG7. DWGS FOR SIZE AND REINFJ IX2 P.T. FIRE -STOP a CLG- 4 eal-oll APP. -1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY To MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. A °• NON-STRUCTURAL METAL ROOFING - OVER 030 FELT TO CONFORM W/ ASTM 0 226, TYPE 02 IX2 P.T. FIRE -STOP CLG. R-30 $LOWN-IN H_ INSULATION 1/2" LIGHT WEIGHT RIGID DRYWALL- ;Q � FLR. BRG. HGT L r7 SEE ELEV'S ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND tYPE). ELEV. VARIES PER ELEV. SEE ELEV.`' SHEETS FOR GABLE HE IGHT Ix2 P.T. PRE -PRIMED SPRUCE FASCIA (SEE 57RLIC7. FOR SIZE, MATERIAL AND ATTACHMENT) STUCCO SOFFIT NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NO7 LESS THAN 1" 4 FAST W/ 3/0" HEAD GALV. NAILS (2 PER SF MIN.) PROVIDE CON7. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT I/a" MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER FBC RSO(o. (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALCS.) BOND BEAM (SEE STRUCT. DWGS FOR SIZE AND REINF.) 2 COATS, THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. LEDGER (SEE 57RUC7. DWGS. FOR ATTACHMENT) BOND BEAM (SEE STRUCT.- DWGS FOR 51ZE AND REINFJ IX2 P.T. FIRE -STOP a CLG. 4 a8'-0" A.F.F. 1/2" THICK, 2 GOAT STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND, ROOF SHEATHING (SEE STRUCT. DWGS, FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE). 2x4 INSULATION STOP BETWEEN EACH TRUSS WITH 1" MIN SPACE BETWEEN INSULATION AND ROOF SHEATHING EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, " OF NAILS 4 DETAILS). PRE-ENG WD. TRUSS 24" O.G. MAX i - uu • --- `� BOND BEAM -- GALV. METAL DRIP EDGE (SEE STRUCT. SEE EL_\ DWGS FOR SIZE Ix2 P-T. AND REINFJ �� ��_ 2-STORY BLOCK WALL SECTION SGALE: 3/4" = I' - D" 2x5 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR SIZE, E MATERIAL AND ATTACHMENT) \-STUCCO SOFFIT ON LEVEL TRUSS RETURN a (ELEVATION B) NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/5" HEAD GALV. NAILS (2 PER TRUSS MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/5" MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER FBC R806. ISEE ROOF PLAN FOR VEN71LA71ON REQ. 4 CALCS.) )CANTILEVER TRUSS SECTION SGALE: 3/4" = I'-m" w z� 0 w v NON-STRUCTURAL METAL ROOFING OVER 030 FELT TO CONFORM W/ ASTM D 22io, TYPE +12 OUTRIGGERS TO BE - TWICE THE DISTANCE OF OVERHANG (SEE�� / STRUCT. DWGS. FOR ATTACHMENT) 2x4 BLOCKING BETWEEN TRUSSES AT ELEV. FIRST TWO BAYS 4'-0" O.G. (AT SHEATHING SEAMS) ' PRE -ENS WOOD TRUSS 24" Q.G. MAX. �-CONY. 2x4 RAT RUN --" - � -� - (SEE STRUG7. DUGS.) - - - FALSE 507TOM TRUSS WHERE \ \ APPICABLE \ �- R-30 BLOWN -IN INSULATION 10.3" MIN. DEPTH ' \ � I/2" LIGHT WEIGHT RIGID DRYWALL. ' IX2 P.T. FIRE -STOP G. 4 ea'-O" A.F.F. \_R-4J FOIL INSULATION ------ PRECAST LINTEL (SEE STRUCT. DUGS. FOR SIZE AND REINF.) LI WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED i CONCRETE SILL (SEE STRUCT. i' DUGS. FOR REINF.) i r _ IX2 P.T. FURRING i� 2X4 P.T. BLKS- \ -- 4" GYPCRETE TOPPING ON—, PLYWOOD SHEATHING OR 4 EDGE GOLD PANEL (SEE STRUCT. DUGS. FOR ATTACHMENT AND NAILING SCHED.) - TOP OF T CND BEAM SEE ELEVATIONS f_wwe ° GRADE J ,CEILING HEIGHT SEE ELEVATIONS I4 a 1/2" HIGH STRENGTH CLG. -� BOARD 8'-O" WDW HD. HGT. - R-4.1 FOIL INSULATION PRECAST LINTEL (SEE STRUCT. DWGS. FOR SIZE AND REINF.) WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS �-FORMED AND POURED CONCRETE SILL W/ (2)05 CONT. all CMU (SEE STRUCT DWGS. FOR VERT. AND HORIZ. REINFJ lx2 P.T. FURRING STRIPS a 24" O.C. /- 1/2" GYP. WL. WOOD BASE lx2 P.T. FURRING J1 0'-0" ROOF SHEATHING (SEE STRUCT. DUGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE), ELEV. VARIES PER ELEV. SEE ELEV. SHEETS FOR GABLE HEIGHT Ix2 P.T. PRE -PRIMED SPRUCE FASCIA (SEE 57RUGT. FOR SIZE, MATERIAL ELEV. AND ATTACHMENT) I 2ND FLR. BRG. HGTrIIk f - - SEE ELEVATIONS �_67UCCO SOFFIT N07 LESS THAN 1/2 T07AL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER SF MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION \ RESISTANT 1/8" MAX OPNG. \ THROUGHOUT ALL ELEVATIONS. AS PER FBC R806. (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALCS.) BOND BEAM (SEE STRUCT. DWGS FOR SIZE AND REINF.) - 2 COATS," THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. s) z C5 -w FIN. FLR. -MONOLITHIC CONC. FOOTING ° (SEE 57RUGT. PLANS FOR SIZE AND REINF.) _ BELOW SLAB VAPOR BARRIER 2-STORY BLOCK WALL SECTION SCALE: 3/4" =1' -0" 2ND FLOOR TRUSS (SEE 5TRUG7. DWGS. FOR ATTACHMENT) BOND BEAM (SEE STRUCT, DUGS FOR SIZE AND REINF.) IX2 P.T. FIRE -STOP a CLG. 4 a8'-O" ARR 1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. GRADE NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB Design Grou Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE (954)708-2468 FAX N 2 0 h U q o Q o m w w F � a 0 0 m y ,n m cc m SUBDIV. 8c LOT R�VERE3END LOT #9 170 MPH EXPOSURE 'C' PROJECT# 03303.009 MODEL: FAIRFIELD MODEL #6511 ELEV. D GARAGE SWING: LEFT PAGE: MONOLITHIC 2-STORY WALL SECTIONS ARCHITECT: STATE OF _FLORIDA JAMES ANTWELL AR 12079 PLAN Y 08/31/15 DATE: SCALE: AS NOTED SHEET NO: D 3 IS COPY 36" HIGH GUARDRAIL 36" HIGH CONTINUOUS GUARDRAIL 34" H. MINIMUM, 38' H. MAXIMUM" CONTINUOUS HANDRAIL L EL. 12'-5 1/2' Q m ~ —Hv5Y 1/2"- WALL SPACER 2x4 STUDS o 16 C. " O. 2x8 B BUILDLDER FINISH SECOND FLOOR EL. 11'-5 5/16" STAIR LANDING EL. 0'-0" '° FINISH FLOOR SLAB (A�STAlll R SECTION SCALE: 1/2'=I'-0" 6511 WALLMOUNT RAIL STUDS ' O.C. BLKG L.u/ 3 NAILS EA. END BLOCKING DETAIL PRODUCTION RAILING SYSTEM RAILING SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE RESIDENTIAL - 2014 - IN ACCORDANCE WITH SECTION - R312 MAX RADIIJA AT NOSING SA DETAIL B-1 TREAD NOSING SCALE: 1/2"=1'-0" NOTE: • STAIRS RISERS TO CONFORM TO FBC 2014 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/6" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GROSS SECTION DIA. TO BE 1 3/4" +-1/4" OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6" WIDE o NARROW END MIN. II' WIDTH a 12" FROM NARROW END 34"H. MIN, TO 38'H. MAX. HANDRAIL HGT. • SEE STAIR MANUFACTURER'S SHOP DRAWINGS FOR MORE INFO AND EXACT DETAILING • THIS RAILING SYSTEM IS DESIGN TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES, FBC. 2 1/2" X 1 3/5' BALUSTER ATTACHED USING (3) "10 X 3 1/2" SCREWS 36" HIGH RAIL 1 3/8" x 5 1/4" BALUSTERS SPACED TO REJECT A 4" SPHERE 1 1/4" X 1 1/4' BALUSTER ATTACHED TO FASCIA AND RAILING USING A TITE50ND WOOD GLUE OR EQUIV. AND NAILED W/(2) - 2" 165 NAILS TOP AND BOTTOM. 1 1/16" X lb'FASCIA ATTACHED USING 010 X 1 3/4" SCREWS MEW ICKET �5CIA TREAD STAIR STRINGER OF Design Group`Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 3344 (954)482-0957 OFFICE SUBDIV. & L09 RIVERBEND ]LOT #9 170 MPH EXPOSURE' PROJECT# 03303.009 MODEL: FAIRFIELD MODEL #6511 ELEV. D GARAGE SWING: ]LEFT PAGE: STAIR SECTION 8 DETAILS 1141. ARCHITECT: STATE OF FLORIDA np. 08/31/1E SCALE.. AS NOTE SHEET NO: ink mm.D4 ELLCfifRicAL LEGEND SYMBOL DEFINITION NOTES EQUIPED WITH GROUND 125V OUTLET FAULT INTERUPTER / 20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULT INTERUPTER 110V OUTLET (TAMPER RESISTANT TYPE) IIOV OUTLET EQUIPED WITH GROUND 1/2 OF OUTLET FAULT INTERUPTER WIRED TO SWITCH (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND 110V OUTLET FAULT INTERUPTER GFI (TAMPER RESISTANT TYPE) & 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET GROUND FAULT 14%II'1 PI W/ PLASTIC INTERRUPTER BUBBLE COVER SWITCH IDS SWITCH 3-WAY OPER SWITCH 4-WAY OPER ////ID4 WALL MOUNTED LIGHT ( ) CEILING LIGHT OVp VAPOR PROOF LIGHT Q RECESSED CAN VENT. FAN y� (1� VENT. FAN W/LIGHT 2' LIGHT STRIP 4' LIGHT STRIP 2' RECESSED 2-5UL5 WRAP FLUORESCENT LIGHT AROUND ® PANEL METER S➢ SMOKE DETECTOR BATT. BACK-UP W/ HARDWIRE INTERCONNECTED BATT. BACK-UP W/ S®1I HARDWIRE INTER - CARBON MONOXIDE/ CONNECTED SHALL SMOKE DETECTOR COMBO BE A DISTANCE OF NOT LESS THEN 4' FROM WALL K1 TELEPHONE JACK WATER HEAT. W/H DISCONNECT A/C AIR GOND. DISCONNECT TV TELEVISION JACK STANDARD HEIGHT UN.O ON PLANS CEILING BOX REQ, TO O J-BOX BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQ.TO PROVIDE FAN BOX BE SUPPORTED IN O W/ 3-WIRE FOR ACCORDANCE W/ Box OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRRIGATION TIMER AND MOUNTER WEATHE R I� CONTROL BOX PROOF LOW VOLTAGE BOX EXTERIOR WALL O THERMOSTAT MOUNTEDWEATHERLOW EsR VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER Box VOLTAGE BOX CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD jj FLOOD LIGHT PENDANT LIGHT UNDER CABINET LIGHTING SURROUND SS SOUND DROP COORDINATE ® INSTALLATION W/ SPEAKERS MANUFACTURERR WALL MOUNTED COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER WALL MOUNTED TV COORDINATE © PRE -WIRE INSTALLATION W/ MANUFACTURER COORDINATE UNDER CABINET INSTALLATION W/ LIGHTING MANUFACTURER ELECTRICAL NOTES I. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH I HE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) N7PA-1 , THE LATEST EDITIONS OF ALL LOCAL CODES, RULES AND ORDINANCES H VING JURISDICTION AND FBCR 2014, 5TH EDITION ELECTRICAL PR VISIONS. 2. ALL EQUIPMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST BE APPROVED BY UNDERWRITERS LABORATORY (U.LJ, OR ANY NATIONAL RECOGNIZED TESTING AGENCY. 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER, 4. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE 3EEN DAMAGED THERE BY. 5. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROT CTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR 7 E DURATION OF THE WORK. (o- A. ALL CONDUCTORS SHALL BE COPPER TYPE TIHWN OR A ALUMINUM EQUAL ALTERNATIVE EXCEPT AS OTHERWISE NOTED. B. MINIMUM WIRE SIZE SHALL BE 014 A.W.G. UNLESS OTHERWIldE NOTED. C. LOAD CENTERS AND PANELBOARDS: a. CURRENT CARRYING BUSES SHALL BE COPPER. GROU D BUS BARS SHALL BE COPPER. b. ALL CIRCUIT BREAKERS INSTALLED IN PANEL50AR7_)5 SHALL BE BOLT -ON. c. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUG-IN. d. ALL 120-vOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSET5, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. s. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACK TYPE CIRCUIT BREAKERS. RATINGS SHALL BE AS INDICATED ON PANELIBOARD SCHEDULES. WIRING METHODS: A. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS, APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. B. ELECTRICAL NONMETALLIC TUBING (EMT), WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE IS ACGEPTAB E FOR USE WITH INTERIOR BRANCH CIRCUIT WIRING CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY ILE AUTHORITY HAVING JURISDICTION. C. TYPE MC (METAL CLAD) CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. D. TYPE NM (NONMETALLIC SHEATH) CABLE WITH INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS AND CONCEALED IN WALLS OR ABOVE CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE AND CABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE LOCATION AND ANY OTHER REQUIREMENT. 9. SERVICE ENTRANCE ELECTRICAL EQUIPMENT SHALL BE AS SPECIFIED ON PLANS. ALL OTHER DEVICES DOWNSTREAM OF MAIN BREAKER TO BE 12K AC RATED UNLESS OTHERWISE NOTED. 10. BEFORE ANY ELECTRICAL EQUIPMENT INSTALLATION, CON RACTOR SHALL FIELD VERIFY THE SIZE OF THE FEEDERS AND OVER CURRENT PROTECTION DEVICES WITH MANUFACTURER'S EQUIPMENT SPECIFICATION. 11. PROVIDE DISCONNECT SWITCHES FOR A/C EQUIPMENT AN PUMPS PER MANUFACTURER'S RECOMMENDATIONS. 12. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTI N (GFI) AS PER NEC 210-8(a), THIS SHALL INCLUDE BATHROOMS, GARAGES, OUTDOOR RECEPTACLES, KITCHENS AND AT WET BAR SINK ARE, AS PPLICABLE. 13. PROVIDE COMBINATION TYPE ARC FAULT PROTECTION CI GUIT BREAKER (AFCI) FOR OUTLETS INSTALLED IN ALL DWELLING UNITS R OMS, EXCEPT FOR KITCHENS, BATHROOM, GARAGE, UNFINISHED BASEMENTS AND ROOMS OR AREAS NOT SPECIFIED IN SECTION 210-12. PROVIDE DEDICATED NEUTRAL WIRE FOR EACH ARC FAULT CIRCUIT BREAKER. 14. PROVIDE PRE -WIRED TELEPHONE AND CABLE Tv OUTLET5 AS SHOWN ON PLAN OR AS IDENTIFIED ON OPTIONS SHEETS. 15. SMOKE DETECTORS SHALL HAVE A SELF CONTAINED BAT ERY BACK UP AND BE CONNECTED To LIGHTING CIRCUIT AHEAD OF SWTCHES. ALL SMOKE DETECTORS WITHIN THE HOUSE SHALL BE INTERCONNECTED FOR SIMULTANEOUS OPERATION, AND SHALL BE ON AN ARC FAULT CIRCUIT INTERRUPTER. SINGLE STATION SMOKE DETECTORS SHALL BE INSTALLED MIN 3' FROM ANY A/C REGISTER, BATHROOM OR KITCHEN MOORS, CONTRACTOR SHALL VERFY IN FIELD 16. HYDROMASSAGE BATHTUBS SHALL BE INSTALLED AS PER NEC 680 a. ACCESSIBILITY SHALL BE PROVIDED AS PER NEC 9 80-13 b. ALL METAL PIPE SYSTEM, METAL PARTS OF ELECTRI AL EQUIPMENT, AND PUMP MOTORS ASSOCIATED WITH THE HYDROIM A55AGE TUB SHALL BE BONDED TOGETHER USING A COPPER BONDING JUMPER, INSULATED, COVERED OR BARE, NO SMALLER THAN • 8 SOLID AS PEI NEC 680-14 17. ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED BELOW, UNLESS SPECIFICALLY NOTED OTHERWISE: a. GENERAL PURPOSE RECEPTACLES: 10' AFF TO BOTTO OF FIXTURE b. LIGHT SWITCH: 44" AFF TO BOTTOM OF FIXTURE 18. LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL B SUITABLE FOR WET LOCATION (SHOWER TRIM). 19. ALL RECEPTACLES SHALL BE TAMPER RESISTANCE. 20. FBC R404.1 A MINIMUM OF 159. OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTRUES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 15% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. EXCEPTION: LOW -VOLTAGE LIGHTING SHALL NOT BE REQ IRED TO UTILIZE HIGH -EFFICIENCY LAMPS. FAULT CURRENT CALCULATION FPL TRANSFORMER 100 KVA Fla (100 KVA) = 411 A a+ 240V,1o: I LET THRU = 417/Z(1.6) = 2,719A IT IS: •I NUMBER OF CONDUCTORS PER PHASE: 2 CONDUCTOR LENGTH 'L': 40, CONDUCTOR C VALUE: 1,493 F- 2 x L x I - 2x40x42.11'3 = 1.9023 C x EL-L 1,493 x 240 M I = 1 = 03445 1 + f 1 41.3023 ISCA2 AVAILABLE FROM UTILITY x M = 42,119 x 0.3445 = '131 AMPS USE 22K, A.I.G. RATED AT THE SERVICE USE 10K, A.I.G. RATED AT PANELS COVERED ,lam �l CASUAL LANAI I ��a21 DINING r A21 I / _---� I 421 QJ All .�" 24;�� AID �iA21 A21���, �" A1� �. 60 A.F.F.LT- ` MA-6 M U1P BATH 2 '� 4---------- sPTV. A32 --- SP GFI 2 IAi2{-�. HGT AS f'ER I - A39 ^/��i (& I� MANUF. SPEC. DISP SWIt H AI9 AI9 - - - - A32 dbii A31 FOR MIG1�0 INSTALLED I F ;_- SD/GO A21 A,21 5 INSIDE CAB. I A29 7_ �-A21 AI A32 I MASTER �I z SUITE O J. A29 SDI .' AI I (�' 432 11 A29 FI` ITCHEN` A21 60" r F � } A21 1 A' ,7�I�I GREAT ROOM A.F.F. A.F.F. / A29(DFZ L' IAI OUTLET FOR �) COOKTOP--j OUTLET HOOD. W/ HOOD i FOR P.W. 4 Alt A32 A31 �1,13 ABV. A21 DISPOSAL SD 11 � � TO LIGHT �� - / . Al I I 1 - _j A32 MA-5 BEDROOM 5 A5 _ WP/GFI A29 A29 GFI W/ BC MA4-13 PAI NF , NI7 - • IA 3R COND. � CON2Np.1 IA-2;4 �LI 30, NF NEMA 3R METER FIELD VERIFY LOCATION HB � WH i WIH i A2A -A z dQ IL -1 z m� (L P NTR)U/ A21 A39,41= A24 GFI 44"A.FP. I " / —_ A24 P.G. LIGHTf W/SWITCH IN ATTIC a23 P.B. FOR GARAGE DR OPENER GARAGE A24E� A22 GFI CLG. OUTLET FOR GARAGE DOOR FIXTURES -� (ABOVE) A21------ 3 dp A32 DBL. All Ail �< I AN _ 1430 A5 OVEN- �r�/ �r� S.D. i- GFI GFI �%10,12 '. ���/CO / y GHIMI=S AI9 Ali I � A21 WALL = 9 MOUM TED STOR., Tf15 I� T ' AFCI sD, 1VIASTER A23 FUR S - — ( �,� BATH �A34 'I (0 E) 33 4 - .. VP L PWDR' A2 VP - - -I A34' _ �\ � I I II A23 1 ' {30 \ % A9111 DINING '- ROOM FOYER T__��Az3 A34 A34 A30 _( SP SP AI9 -�_ -- GFI A23- A23 I III III ICI IL \ m \ W.I.C. A9 A23 D) --- A34 A3L - - - - - - - A3 A9'� A23� - FOR CHIMES - __- � �' S� -- ,HALL 1 I I I - -� WP GFI COVERED - - - - �/ \ W/ PBC ENTRY - C: A24 A24 \ Kp A2PA L 5 p - _ -- - A23(J� AARM GFI PANEL A23 A23 �T2' AFF A2rJOUTLET i / - -,-'LAUNDRY ------- - - - - -� A24&_ A24_rT)' COACH �-�_ �"�COACH LIGHT - — - — LIGHT •ELECTRICAL CONTRACTOR SHALL VERIFY WITH MECHANICAL CONTRACTOR AL REQUIREMENTS FOR THE A/C UNIT.. • SHALL VERIFY EXACT BREAKER AND WIRE SIZE PRIOR TO ORDER ANY EQUIPMENT AND NOTIFIED ENGINEER OF ANY DISCREPANCY - — \ 25 BULK D. WA20 ROOM Gr A2\4 COACH L IC HT I I A24 COACH LIGHT � I1 FTV T T7. GFI 44"AP.F - - P.B. FOR \ �IA28 P.G. LIGHT AGE DR. W/SWITCH OPENER IN ATTIC A26 GFI CLG. OUTLET FOR Q-- A26 GARAGE DOOR GARAGE -2 A24 MA-5 WP GF 1 A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 98-3,0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. PROVIDED ELECTRIC SMOKE DETECT043 W11H BATTERY BACK • UP IN ALL SLEEPING AREAS AMD STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETEC104 WILL ACTIVATE ALL. 4 Des n D Inc. 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com DRAFTING BY: A.B. DESIGN GROUF DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 3344 (954)482-0957 OFFICE 954 708-2468 FAX 0 h 0. U W A Q h A N M 7 W co I- cp c SUBDIV. 8c LO'. RIVERBEND LOT #9 170 MPH EXPOSURE" PROJECT# 03303.009 MODEL: FAIRFIELD MODEL #651- ELEV. D GARAGE SWING: LEFT PAGE: ELECTRICA- FIRST FLOOF PLAN ARCHITECT: STATE OF FLORIDA DAAr : 08/31/1° SCALE: AS NOTE SHEET NO: L CTFRIGAL LEGEND 51T'M5OL DEFINITION NOTES EQUIPED WITH GROUND 125V OUTLET FAULT INTERUPTER / 20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND 110V OUTLET FAULT INTERUPTER (TAMPER RESISTANT TYPE) 110V OUTLET EQUIPED WITH GROUND 1/2 OF OUTLET FAULT INTERUPTER WIRED TO SWITCH (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND 110V OUTLET FAULT INTERUPTER CA RESISTANT TYPE) TYPE) III /jjl� �JJ 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET GROUND FAULT W/ PLA5TIC INTERRUPTER 4U--IU'WF BUBBLE COVER SWITCH ! /3 SWITCH 3-WAY OPER /4 SWITCH 4-WAY OPER. ^( WALL MOUNTED LIGHT y1 ( 1 CEILING LIGHT OVP VAPOR PROOF LIGHT O RECESSED CAN VENT. FAN (�) T8� VENT, FAN W/LIGHT 2' LIGHT STRIP 4' LIGHT STRIP V RECESSED 2-5UL5 WRAP FLUORESCENT LIGHT AROUND 0 PANEL METER S➢ SMOKE DETECTOR GATT. BACK-UP W/ HARDWIRE INTERCONNECTED GATT. BACK-UP W/ SD.4CE HARDWIRE INTER - CARBON MONOXIDE/ CONNECTED SHALL SMOKE DETECTOR COM50 BE A DISTANCE OF NOT LESS THEN 4' FROM WALL K TELEPHONE JACK WATER HEAT. FwA4 D15CONNECT A/C AIR COND. D15CONNECT PH TELEVISION JACK STANDARD HEIGHT UN.O ON PLANS CEILING BOX REQ. TO (DJ -BOX ACCORDANCE WDBOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQ.TO PROVIDE FAN BOX BE SUPPORTED IN O W/ 3-WIRE FOR ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM mpg PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRRIGATION TIMER AND MOUNTED WEATHER IRR CONTROL BOX PROOF LOW VOLTAGE BOX EXTERIOR WALL O THERMOSTAT MOUPROOF LOW ER VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER BOX PROOF LOW VOLTAGE 50X CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD Ij FLOOD 7/yT�\C LIGHT PENDANT LIGHT UNDER CABINET LIGHTING SURROUND SS SOUND DROP COORDINATE ® SPEAKERS INSTALLATION W/ MANUFACTURER WALL MOUNTED COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER WALL MOUNTED TV COORDINATE PRE -WIRE INSTALLATION W/ MANUFACTURER COORDINATE UNDER CABINET INSTALLATION W/ LIGHTING MANUFACTURER LC7ICAL NOTES I. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATE T EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) NFPA-10, THE L TEST EDITIONS OF ALL LOCAL CODES, RULES AND ORDINANCES HAVING JURISDICTION AND FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS. 2. ALL EQUIPMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST BE APPROVED BY UNDERWRITERS LABORATORY (UL.), OR ANY NATIONAL RECOGNIZED TESTING AGENCY. 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INS ALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE AL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROF ER WORKING ORDER. 4. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. 5. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. A. ALL CONDUCTORS SHALL BE COPPER TYPE THWN OR AN ALUMIN M EQUAL ALTERNATIVE EXCEPT AS OTHERWISE NOTED. B. MINIMUM WIRE SIZE SHALL BE #14 A.W.G. UNLESS OTHERWISE NOTED C. LOAD CENTERS AND PANELBOARDS: a. CURRENT CARRYING BUSES SHALL BE COPPER GROUND BUS B RS SHALL BE COPPER. b. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE BOLT -ON. c. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUG- IN. d. ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. e. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHA L BE HACR TYPE CIRCUIT BREAKERS. f. A.I.G. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHE ULES_ 7. WIRING METHODS: A. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROU14D OR BELOW SLABS ON GRADE. B. ELECTRICAL NONMETALLIC TUBING (EMT), WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE IS ACCEPTABLE FOR U E WITH INTERIOR BRANCH CIRCUIT WIRING CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. TYPE MC (METAL CLAD) CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRA CH CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED 5r THE AUTHORITY HAVING JURISDICTION. D. TYPE NM (NONMETALLIC SHEATH) CABLE WITH INTERNAL GROUNP IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS AND CONCEALED IN WALLS OR ABOVE CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE ND CABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE LOCATION AND ANY OTHER REQUIREMENT. S. SERVICE ENTRANCE ELECTRICAL EQUIPMENT SHALL BE AS SPECS =D ON PLANS. ALL OTHER DEVICES DOWNSTREAM OF MAIN BREAKER TO BE 12K AIC RATED UNLESS OTHERWISE NOTED. 10. BEFORE ANY ELECTRICAL EQUIPMENT INSTALLATION, CONTRACTOR SHALL FIELD VERIFY THE SIZE OF THE FEEDERS AND OVER CURRENT PROTECTION DEVICES WITH MANUFACTURER'S EQUIPMENT SPECIFIC TION. 11. PROVIDE DISCONNECT SWITCHES FOR A/C EQUIPMENT AND PUMPS f1ER MANUFACTURER'S RECOMMENDATIONS. 12. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFI) AS PER NEC 210-8(a). THIS SHALL INCLUDE BATHROOMS, GARAGES, OUTDOOR RECEPTACLES, KITCHENS AND AT WET BAR SINK ARE, AS APPLICA LE. 13. PROVIDE COMBINATION TYPE ARC FAULT PROTECTION CIRCUIT BREAKER (AFCD FOR OUTLETS INSTALLED IN ALL DWELLING UNITS ROOMS, EXCEPT FOR KITCHENS, BATHROOM, GARAGE, UNFINISHED BASEMENTS AND ROOMS OR AREAS NOT SPECIFIED IN SECTION 210-12. PROVIDE DEDICATED NEUTRAL WIRE FOR EACH ARC FAULT CIRCUIT BREAKER. 14, PROVIDE PRE -WIRED TELEPHONE AND CABLE TV OUTLETS AS SHIO ON PLAN OR AS IDENTIFIED ON OPTIONS SHEETS. 15. SMOKE DETECTORS SHALL HAVE A SELF CONTAINED BATTERY BASK UP AND BE CONNECTED TO LIGHTING CIRCUIT AHEAD OF SWITCHES. 4LL SMOKE DETECTORS WITHIN THE HOUSE SHALL BE INTERCONNECTED FOR SIMULTANEOUS OPERATION, AND SHALL BE ON AN ARC FAULT CIRC141T INTERRUPTER SIVGLE STATION SMOKE DETECTORS SHALL BE INST LLED MIN V FROM ANY A/C REGISTER, BATHROOM OR KITCHEN DOORS. CONTRACTOR SHALL VERPY IN FIELD 16. WYDROMA55AGE BATHTUBS SHALL BE INSTALLED AS PER NEC 68 a. ACCESSIBILITY SHALL BE PROVIDED AS PER NEC 680-13 b. ALL METAL PIPE SYSTEM, METAL PARTS OF ELECTRICAL EQU PMENT, AND PUMP MOTORS ASSOCIATED WITH THE HYDROMASSAGE TUB SHALL BE BONDED TOGETHER USING A COPPER BONDING JU PER, INSULATED, COVERED OR BARE, NO SMALLER THAN Y 8 SOLT AS PER NEC 680-14 17. ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED BELOW, UNLE S SPECIFICALLY NOTED OTHERWISE: a. GENERAL PURPOSE RECEPTACLES: 10' AFF TO BOTTOM OF FIXTI IRE b. LIGHT SWITCH: 44" AFF TO BOTTOM OF FIXTURE 18. LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL BE SUITA51.rz FOR WET LOCATION (SHOWER TRIM). 19. ALL RECEPTACLES SHALL BE TAMPER RESISTANCE. 20. FBC R404.1 A MINIMUM OF 15q OF THE LAMPS IN PERMANENTLY INS ALLED LIGHTING FIXTRUES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMU OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONT IN ONLY HIGH EFFICACY LAMPS. EXCEPTION: LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED 70 UTILIZE HIGH -EFFICIENCY LAMPS. FAJLT CJfRfRENT CALCULATION FPL TRANSFORMER 100 KVA Fla 000 KVA) = 41-1 A ® 240V,10: I LET THRU = 417/Z(1.6) = 42,719A IT IS: rl NUMBER OF CONDUCTORS PER PHASE: 2 CONDUCTOR LENGTH 'L': 40' CONDUCTOR C VALUE: 1AS3 f- 2 x L x 1 = 2 x 40 x 42179 1.9023 C x EL-L 1,493 x 240 M = I = 1 = 03445 1 + f 1 + 1.9023 ISCA= AVAILABLE FROM UTILITY x M = 42,779 x 03445 = 14,139 < USE 22K, A.I.C. RATED AT THE SERVICE USE 10K, A.I.C. RATED AT PANELS �? B2 12 _BEDROOM #3 B �52 \ 1 A31 821M 52Q BATH 3 B2 _--� `l-J V6 52 OPT. I TECH. B5 TO SWITCH (5ELOW) Ali A (OPEN TO BELOW) 1 = All L BI B1 I BEDROOM #2 % BI51 / A31 r\7 n BI Ali ; B2� TO SWITCL4 ,�/- ---' �-no IBELOW�4 AI7 17 B B4 L J�.1 e-tiiJE.Q. E.Q E.Q� E�Q. CNI j T L—L 55 B5 HALL `5 55 � ® I A31 - ,l A31 S/GO P.G. B1�f S.D./GO LIGHT W/ SWITCH IN A/ 5 ATTIC A4m,42 T WI C � :.. BLO)I FLOORS B601�TLET— `�1B686 — >'\ / /J W.I.C. 60 AF.F. 56 LOFT � SP, 56 � 56 B6 SP `�J 86 - I BS FF BALCONY�C' W/ PBc E L 111 1 C T R I C` L S 111--J C`ID ILL II[R PLAN A ELEVATION " ID " L_ / 14 ^ IB3 Cs B3 BATH 4 V = SD F 83 \ BEDROOM 4 \ 53� PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING ARVAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALLI. A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCEI WITH FA.C. RULE 9B-3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. FF Design Grout nc. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-607S FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX so r � l i SUBDIV. 8c LOT RIVEREEND LOT #9 170 MPH EXPOSURE "C" PROJECT#, 03303.009 MODEL: FAIRFIELD MODEL #6511 ELEV. D GARAGE SWING: LEFT PAGE: ELECTRICAL SECOND FL00 PLAN ARCHITECT: (STATE OF FLORIDA J PLA 08/31/15 DAT . 1 SCALE: AS NOTED 1 SHEET NO: ,; E 2 GARAGE I OUTSIDE WALL PANEL PANEL 2 0A 1 0A M.L.O. M.L.O. C I® 300 AMP METER COMOINA1 120/240, IPH, 3W, NEMA 3R NEMA. 3R •A • M 1 2 A MAIN MAIN BREAKER BREAKER B A NEMA; 3R 60 0 ON O31*4/0 Cu, THWN 0301 Cu, THWN 1"2 Cu (G) IN 3" CONDUIT 106 Cu (G) IN 2" CONDUIT OR OR 3"350 AL, THWN 301/0 AL, THWN + 1112 Cu (G) IN 3" CONDUIT I"6 Cu (G) IN 2" CONDUIT (�)3"12 Cu, THWN IN 1/2" CONDUIT CABLE / TV WEATHER PROOF BOX PHONE / pATA WEATHER _ PROOF BOX INTERSYSTEM BONDING: SPRINKLER TERMINAL AR LOW VOLTAGE GROUND LINE CONNECTIONS EXTERIOR GFI RECEP. 02 CU CONTINUOUS GROUND. NNW CLAMP TO FOOTING STEEL 20/240 V. UNDERGROUND W/APPROVED DIRECT BURIAL ELECTRICAL SERVICE FROM CLAMP UTILITY COMPANY 02 CU CONTINUOUS GROUND. TO CLAMP TO FOOTING STEEL W/ APPROVED DIRECT BURIAL CLAMP ELECTRICAL IF,1OJEIR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ AFFLICA15LE PROVISIONS OF THE NATIONAL ELEC. CODE, FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS, LOCAL CODES, AND THE LOCAL POWER CO. WP Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 200 Amp M.C.B FEEDER: 3#4/0 Cu, THWN + 1#6 Cu (G) IN 2" CONDUIT OR 3 #350 AL, THWN + 1#6 Cu (G) IN 2" CONDUIT Wire I Pole I Bkr Description Watts I Circuit Circuit Watts 4992 N.C. Description Bkr Pole Wire #8 2 50 A/C C.U.-1 6888 N.C. 1 2 A/C C.U.-2 30 2 #10 3 4 #12 1 20 Exterior Recpt. GFI 1000 5 6 500 Sprinkler 20 1 #12 Space 7 8 Space PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 200 Amp M.L.O. FEEDER: 3#4/0 Cu, THWN + 1#6 Cu (G) IN 2" CONDUIT OR 3 #350 AL, THWN + 1#6 Cu (G) IN 2" CONDUIT Wire Pole Bkr Description Watts circuit I uIrcwt watts uescnptron bKr I core I vvrre Q #12 1 20 Small Appliance 1500 1 2 4500 Water heater 25 2 1110 #12 1 20 Microwave 1800 3 4 #12 1 20 Small Appliance 1500 5 6 5000 Dryer 30 2 410 #12 1 20 Refrigerator 1200 7 8 #12 1 20 Dining Rm. - Recpt. GFI 1200 9 10 8000 Double Oven 50 2 #8 #8 2 50 Cooktop 10000 11 12 13 14 1200 Casual Dining - Recpt. GFI 20 1 #12 #12 1 20 Hood Fan 1200 r 1200 Disposal 20 1 #14 1 15 Great Rm./ Lanai - Lights 1000 1500 Dishwasher 20 1 #12 #14 1 15 Great Rm. - Recpt., AFCI 1000 F22 1500 Washer GFI 20 1 #12 #14 1 15 Kit./ C. Dining/ Pantry/ Launch -Lights 1000 J25 1000 Garage #1 Door Opener - GFI 20 1 #12 #14 1 15 Foyer/Pwdr./Din./Hall/Blk Stor- AFCI 1000 1000 Garage #1/ Ext. Lights 15 1 #12 #12 1 20 Laundry. - AFCI 1000 26 1000 Garage #2 Door Opener - GFI 20 1 #12 Space 27 28 1000 Garage #2 Lights 15 1 # 4 #14 1 15 Bedrm. #5/ Bathrm. #2 -AFCI 1000 29 1500 1st flr Bathrm. Recpt. GFI 20 1 #12 #14 1 15 SD $ S/CO - AFCI 1000 31 1000 M. Bedrm. - AFCI 15 1 4 Space 33 1000 M. Bathrm./ W.I.C. -AFCI 15 1 #14 Space 35 F40 Space Space 37 Space #8 2 50 A/C AHU-1 Heater 8 KVA at 65%) 7566 39 4524 A/C AHU - 2 (Heater 8 KVA @ 65%) 30 2 #10 41 Load subject to demand factor calculations / line 26400 r 30900 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 57300 First 10000 watts at 100% 10000 Remaining watts at 40% 18920 Total A/C load Future Growth = 10% 12558 4147.8 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Loud Watts 45625.8 Total Amps (watts / 240 volts) 190.1 PANEL - B PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 100 Amp M.L.O. FEEDER: 3- #4/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #350 AL THWN & 1- #6 Cu (G) in 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #14 1 15 Bedrm. #2 -AFCI t000 1 2 1000 Bedrm. #31 Bathrm. #3 -AFCI 15 1 #14 #14 1 15 Bedrm. #41 W.I.C./ Bathrm. #4 AFCI 1000 3 4 1200 2nd flr. Bathrm. Outlet GFI 20 1 #12 414 1 15 Stairs/ Hall - AFCI 1000 5 6 1000 Loft - AFCI 15 1 #14 Space 7 8 1000 Cov. Balcony -AFCI 20 1 #12 Space 1 9 10 Space Space r 11 12 Space Space r 13 14 1 Space Space 15 16 Space Space 17 18 Space Space 19 20 Space Space 21 22 Space Space 23 24 Space Space 25 26 Space Space 27 28 Space Space 29 30 Space Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space Space 39 40 Space Ei_ Space 41 42 Space Load subject to demand factor calculations / line 3000 1 4200 Load subject to demand factor calculations ! line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 7200 First 10000 watts at 100% 7200 Remaining watts at 40% 0 Total A/C load 0 Future Growth = 10% 1000 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 8200 Total Amps (watts / 240 volts) 34.2 General Lighting & Receptacle Load •- r Total A/C Square Feet 4086 General Lts & Rec 3 W. / SOFT 12258 Hi -Hats (#) at 65W/Light at 100% 46 Hi -Hats 2990 Total General Llts. & Rec (Watts) 15248 / watts Total Ckts # ckt Watts General Lts & Rec Panel A 10 953.00 9530 General Lts & Rec Panel B 6 953. 00 571 Design GroU Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE (954)708-2468 FAX 2 z o h u LU qLU � z a n W ¢ 0 A � m v LO cc N w rn SUBDIV. & LOT RIVER]BEND LOT #9 170 MPH EXPOSURE "C° PROJECT# 03303.009 MODEL: FAIRFIELD MOD�1 EL #651 ELEV. D GARAGE SWING: LEFT PAGE: L ECTRICA]LNELS AND RISER IAGRAM ARCHITECT: STATE OF FLORIDA �O� 0 5 D �: 08/31/15 SCALE: AS NOTED I SHEET NO: Axfr Ego 1 GATE VALVE (TYF.) HEATTRAF ROUTE PIPING TO DRAIN ON GRADE VACUUM RELIEF VALVE EXPANSION TANK TEMP 4 PRESS. RELIEF VALVE- A.S.M.E. ROUTE PIPING FULL SIZE TO DRAIN PAN. DISCHARGE SHALL 5E INSTALLED IN A MANNER THAT DOES NOT CAUSE PERSONAL INJURY TO OCCUPANTS IN THE IMMEDIATE AREA OR STRUCTURAL DAMAGE TO THE 5UILDING. TEMP. CONTROL VALVE WATER � � E�� .--JR DETA II L (TI p ® ) 2" SHWR i/ 1/2' LAVA'`' 3 WC ,1 7U5/ SHWR I_ AIR VALVE - ADM I TTANCE KIT. 4 4" SANITARY SEWER, SEE CIVIL DWGS FOR CONT. N.T.S. 2' 2- 2 " VTR VTR M. BATH 1/2" -U5 3J PlLAV WASHER LAUND. PLUMBING LEGEND WASTE A/C LINES FROM UNIT TO CONDENSER WILL 5E RUN OVERHEAD Zr- / GDesign rou Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 l(954)482-0957 OFFICE lliiiio 954 708-2468 FAX 1 S UBDIV. 8c LOT RIVERBEND LOT #9 170 MPH EXPOSURE "C" PROJECT.# 03303.009 MODEL: FAIRFIELD MODEL #6511 ELEV. D GARAGE SWING: LEFT PAGE: PLUMBING FIRST FLOOR ]PLAN ARCHITECT: STATE OF FLORIDA DAfiE: 08/31/15 SCALE: AS NOTED I N.T.5. SHEET NO: pI FIXTURE WATER LAVATORY 1/2" HOT- 1/2" COLD TUB SHOWER 1/2" 1/2" HOT- HOT- 1/2" 1/2" COLD COLD WASHER 1/2" HOT- 1/2" COLD KITCHEN SINK 1/2" HOT- 1/2" COLD WATER CLOSET 1/2" COLD REF. 1/2" COLD N.B. 1/2" COLD NOTE: SANITARY 2" OR LESS 1/4" / FOOT SLOPE OVER 2" 1/8" / FOOT SLOPE PITCH TO BE UNIFORM THROUGHOUT STRAIGHT RUNS MATERIALS: A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE PVC OUTSIDE OF BUILDING AND BELOW GROUND, PEX INSIDE OF BUILDING B. SANITARY WASTE SHALL BE P.V.0 SCH. 40 C. CONDENSATE DRAIN PIPE SHALL BE H. 40, PVC PIPE AND FITTINGS D. WATER RELIEF AND DRAIN LINE SHALL BE TYPE CPVC OR COPPER MIN. 3/4" DIA. z FIXTURE SANITARY PITCH FIXTURE UNITS x N DBL SINK W/ DISP. 8 DISHWASHER 1 1/2" 1/4" 4 Sa SUB TOTAL = 4 r FIXTURE SANITARY PITCH FIXTURE UNITS 114 WASHER 3" 1/6" 2 LAUNDRY TUB 1 1/4' I/8" 2 SUB TOTAL = 4 FIXTURE SANITARY PITCH FIXTURE UNITS CQ LAVATORY 11/4" 1/4" 1 F WATER CLOSET 3" 1/8" 3 TUB/SHWR 11/2" 1/4" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS co LAVATORY /4° 1/4' 1 x WATER CLOSET 3" 1/8, 3 TUB/SHWR 11/2" 1/4' 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4 1/4" 1 F WATER CLOSET 3" /8" 3 w TUB/SHWR 11/2" 1/4' ;2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 1 1/4' 3" 1/4' 1 WATER CLOSET I/8' 3 SUB TOTAL = 4 x FIXTURE SANITARY 11/4" PITCH FIXTURE UNITS LAVATORY 1/4' 1 a LAVATORY 11/4" 1/4' 1 a WATER CLOSET 3" 1/8" 3 SHOWER I1/2" 1/4" 2 6 TUB 11/2" 1/4' 2 SUB TOTAL = 9 TOTAL = 39 A/C LINES FROM WILL BE RUN OVI PLUM13ING SCHEDULE NO. DESCRIPITION WASTE WATER REMARKS (GPM) COLD HOT WC WATER CLOSET 3" 1/2' — 128 GALLONS PER FLUSHING CYCLE LAV, LAVATORY 1 1/4" 1/2' 1/2' 1.5 GPM 6 60 PSI TUB/ SHWR TUB / SHOWER (2) 1 1/2" 1/2' 1/2" 1.5 GPM 6 60 PSI G.T. GARDEN TUB (1) 1 1/2" 1/2, 1/2' 1.5 GPM 6 60 PSI SHWR SHOWER (1) 2' 1/2" 1/2' 1.5 GPM a+ 60 PSI SINK KITCHEN SINK (2) 2' 1/2' 1/2' 1.5 GPM S 60 PSI W CLOTHES WASHER (2) 2 I/2 I/2 WATER FACTOR OF 8 OR LOWER (ENERGY STAR / WATER SENSE CERTIFIED) DW DISH WASHER (2) 1' IW — 1/2' 6.5 GALLONS PER CYCLE OR LESS (ENERGY STAR / WATER SENSE CERTIFIED) REF. REFRIGERATOR (2) 1/2' — UNDER COUNTER AS SELECTED BY OWNER (1) PROVIDE ANTI -SCALD VALVE. (2) PROVIDE MECH SHOCK ABSORBER TO EACH SUPPLY -- WASTE TO CONDENSER —————— _ -- — — —— I r Design Grouprinc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE Ilk II SUBDIV. 8c LOT RIVERBEND LOT #9 170 MPH EXPOSURE "C' PROJECT# 03303.009 MODEL: FAIRFIELD MODEL #6511 ELEV. D GARAGE SWING: LEFT PAGE: PLUMBING SECOND FLOOR PLAN ARCHITECT: STATE OF FLORIDA .P o4V. 08/31/15 SCALE: AS NOTED SHEET NO: CONDENSING UNIT SCHEDULE SELECTION BASE ON COMPRESSOR DATA FAN MOTOR EFFICIENCY ELECTRICAL DATA DESIGNATION NOM TONS MODEL NUMBER REA LRA H.P. AMPS SEER COP VOLT PHASE MCA MOCP WT(LBS) DIMENSION (L X W X H) HP-1 4.0 CH14NA0480OG 21.8 117.0 114 1.40 14.0 N/A 23011 28.7 50 221 31 3116 X 31 3/16 X 31 13/16 HP-2 2.5 CH14NA03000G 16.0 77.0 1110 0.75 14.0 NIA 23011 20.8 30 172 31 3/16 X 31 3/16 X 39 1/8 AIR HANDLING UNIT SCHEDULE SELECTION BASE ON FAN DATA FAN MOTOR CAPACITIES (MBH) STRIP HEATER (AUX) ELECTRICAL DATA EXT SP IN COOLING COOLING COOLING HEATING HEATING HEATING VOLT DESIGNATION NON TONS MODEL NUMBER HEATER CFM CA H.P. AMPS K.W. STEPS HTR AMPS MCA MOCP WT. (LBS) DIMENSION(H X W X D) SUPPLY WG TOTAL SENS. LAT. TOTAL HSPF TOTAL PHASE AHU-1 4.0 FB4CNP060 8KW 1600 ---- 0.3 314 6.0 44.5 34.125 10.375 45.0 8.2 25.9 7.8 1 230/1 32.0 48.5 50 157 49 518 X 21 1/8 X 22 1/16 AHU-2 2.5 FB4CNP030 5KW 1000 ---- 0.3 1/3 2.8 30.0 22.5 7.5 29.6 8.2 16.4 4.8 1 230/1 20.0 29.0 30 122 49 518 X 17 518 X 22 1/16 A NOTES• C#1. PLENUM: 19"X12" S/A SUCTION LINE: 7/8" COPPER W/1/2" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 1. POWER AND CONTROL WIRING BY E.C. 2. EXHAUST FANS SUPPLIED AND INSTALLED BY E.A. 3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA. 4. ALL REGISTERS MIN. 8" OFF WALL. 5. ALL CONDENSATE LINES TERMINATE MIN. I/ OFF WALL. AC # 2 : 6. ALL CONDENSERS UNIT MIN. 12" CLEARANCE OFF EXT. WALL AND BETWEEN EACH OTHER. PLENUM: 19"X12" S/A 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED SUCTION LINE: 3/4" COPPER W/1/2" CLOSED CELL INSULATIONEASPERACCA ORK DESIGNED WITH 1/2" THICK ARMA FLEX LIQUID LINE: 3/8" COPPER MANUAL D. 8. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE CONDENSATE: 3/4" PVC SCHEDULE 40 9. THERMOSTATS TO BE DIGITAL PROGRAMMABLE. COND. LINE AC#1 TERMINATE MIN. 12" OFF WALL CASUAL DINING 6-IW 1OX10-IW CFM 200 CFM 1 W 0 M 200 00 CFM 50 I II 81, IIl4"0 I 1D"0 BEDROOM 5 110 �I I O O 8X8-1W 8" RANGE III 7„ IOX10-1W 100 CFM 00 VENT V.T.O. - 125 CFM 14"0 I $„ 4 1OXIo-1w ? KITCHEN 1OX10 125 CFM rp/\V/,\ I 12 0 24X18 COVERED LANAI GREAT ROOM WH REF. L ES J PANTRY 14" AC �2 I I I III IN ATTIC SPACE A I / H ON STAN FILTER @ UNI _ - REF. LINES AC#I IN ATTIC LAUNCH - - - - '- SPACE la"0 SIC „0I 12"0 ACCESS III I 7IDINING FOYER 1OX10-1w III 200 CFM 6X6-1W rzs cFM ROOM L-L I GARAGE L------� - COVE I ST FLOOR HVAC I II II MASTER I zaxlz SUITE I I RG I 12'O 12X12-1W L 250 CFM L ,-9"0 HALL 0 MASTER 3LcF + BATH 10 CFM W.I.C. sx8-4W f 75 CFM r c LAUNDRY Y DRYER 6X6-1 W W/ DRYER BOX 25�CFM � & 4"0 V.T.O. ya_--I- F-22X3U I I ATTIC I C GARAGE BROAN #688 EF-1 50 CFM W/4" O V.T.O. BR OAN 84 EF 2 0 CFM W/4"O V.T.O. W67LTDTN a AC#2 TERMINATE MIN, 12" OFF WALL Ew 2 o0 6X6-1 W BULK ROOM ---J CEILING SUPPLYAIR DUCT STRUCTURE WATER SENSOR SWITCH ATTACHED REF. AHU TO SECONDARY DRAIN OF AHU. LINES SENSOR SWITCH IS WIRED INTO CIRCUIT TO SHUT SYSTEM OFF IF ALERTED BY SENSOR, THAT i2iSYSTEM Ew WATER LEVELS ARE HIGH. RETURN AIR CON _ALUMINUM T LINE TRAP METAL STAND T- SWITCH WATER SENSOR DETAIL APPRI TIE D, ONE( 2-1/4" 2-1/4" GALV. CLIPS 1A PRODUCT APP.# FL14239 CU MOUNTING DETAIL N.T.S. 2ND FLOOR HVAC 4"MIN. PROVIDE 4" MINIMUM CLEARACE ON ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER THAN AHU AS PER M1305.1.1 I" SLAB TMIN FLOOD LEVEL ELEVATION Dennis Digitally signed by Dennis Duff c^ n n I s i ON rn=Dennis Duff, o Engineered Air -LC., ou, emal Dennisd @engineer rllc.crUSDUff Date: 201512.0410:23:45 -05'00, PLAN HIM PLAN STARTED REVISED: NEW BG (D z DRAWING l I CONTRACTOR, �THE DESIGN PLANS AND SPECIFICATIONS INDICATED 1 OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND ARE THE SOLE PROPERTY OF ENGINEERED AIR, LLC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF ENGINEERED AIR LLC. DRAWING IS DIAGRAMMATIC AND ACTUAL LAYOUT CAN CHANGE DUE TO FIELD CONDITIONS. 2520 N. ANDREWS Ai POMPANO BEACH, FLO] PHONE: (954) 974 FAX.• (954) 973-I b STATE OF FLORIDA LICENSE # RIVERBEr FAIRFIEL (6511) DRAWING SCALE: f U DRAWING COMPLETEI JOSE V. DRAWING CHECKED CHRIS W. DRAWINGNUMBER: PAGE 210042