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Building Plans 7-12-16
A R C H I T E C TS • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTO P STANDARD PACIFIC HOMES 825 CORAL RIDGE DR. CORAL SPRINGS FL, 33701 TEL: (954) 575-7300 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: DAMES CANTWELL AR No. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DESIGN CRITERIA: BLVI) . • FLORIDA BUILDING CODE (FBC) 2014 RESIDENTIAL • FLORIDA FIRE PREVENTION CODE 5TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2011 EDITION • FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS • ALL LOCAL AND STATE CODES *OCCUPANCY -CONSTRUCTION TYPE TYPE - • MIN. INTERIOR FINISH - *BASIC WIND SPEED (VULT) - • 1-STORY RESIDENCE - RESIDENTIAL, GROUP R3 VB CLASS B 170 MPH EXPOSLJFE C • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES • SEE STRUCTURAL DRAWINGS FOR MORE INFO SPECIFIC PARAMETERS FROM FBC 2014 CH. R44 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 7-10 325 C�C>RAL. RIIDC�E . RAL. SQ. FT. CALL. "S LIVING 16T FLOOR LIVING- 2ND FLOOR TOTAL L I V INCx 43e2 50. FT_ COVERED ENTRY ELEV. "D" 152 SQ. FT. LANAI 184 50. FT. CzARA6E $1 532 5Q. FT. GARAG= *2 444 SQ. FT. COVERED 5ALGON`i ELEV. 'D" (FRONT) 13-1 SQ. FT. GOVE�RED 54_GONT' ELEV. "D" (REAR) 192 SQ. FT. TO -A_ ELEV. D' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 i SUBDIV. & LOT: RIVERBEND LOT #23 SCHEME #15 '170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: FAIRFIELD 99BLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: COVER PAGE A R C H IT E C TS GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE TH 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 RNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE •'OTECTED AGAINST WIND BOURNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESTS -I T GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INST/ ED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENI 2014 EDITION. 4. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACT SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPAI =S ARE FOUND. 5. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH N OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHAL: - OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO I IFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 6. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE E FTY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN AC( :DANCE WITH THE DRAWINGS OR THE REQUIRED CODES 7. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL F TS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILE \ND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY IN �LLED. 8. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPI( FOR ALL SIMILAR CONDITIONS. 9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHO NRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ET, !NLESS SPECIFICALLY DETAILED. A A M A ^r ^ 1. GARAGE DOOR A. DESIGNED TO MEET REQUIREMENTS SET FOURTH IN FBC 201, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE 5Y BUILDER 2. AS PER FBC 2014 SECTION R302.5.1: OPENINGS FROM A PRIVATE GAR, -.DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN 1 GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SO! 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 DUC 'ENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MI' UM NO.26 GAGE (0_48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER AP NED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SITE WORK 1. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKI POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL N� S. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDS( E DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 2. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STE REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2.500 PSF. TF IFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIR DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTII` S GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SH BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACC DANCE WITH ASTM D1557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATION; 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPS BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LI 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL S EROSIONAS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FL, ) ZONE, W0. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SI ED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AN OUNTY BJILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PER TED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 12. LOT SPECIFIC PERMIT SETS OF DRAWINGS AND DETAILS ARE DESIGI ) ON THE PREMISE THAT EXTERIOR SIDE WALLS OF THE BUILDING LOCATED A MINIMUM OF 6-0" AWAY FROM THE SIDE LOT PI 'ERTY LINE ARE UN -RATED AND IN COMPLIANCE W/ FBCR 302. ARCHITECT/ENGINEER OF RECORD SHALL NOT BE RESPONSIBE OR LOCA-ION OF BUILDING ON SITE. WHEN BUILDER LOCATES BUILDING W/ EXTERIOR SIDE WALLS LESS THAN 6-0" FRON )E LOT PFOPERTY LINE, A LEGAL DESCRIPTION OF THE LOT SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER OF RECOR 0 MODIFr 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 Y2 -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 Y2-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 PAINEL.. 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 MANUIFACTURER'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. 'MALL AND CEILING FIPIISHES 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 ;HALL 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" AND NOT LESS THAN 24" OFF THE FLOOR WHEN SILL IS 6A.F.F. PER FBCR 312.2.1. 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, " 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-C1063-06 TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY` SUBJECT TO DAMAGE FROM WINTER DESIGN TEMPe ICE BARRIER UNDER LAYMEN REOUIREDh FLOOD 9 HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP Speed (mph) Topographic effectsk(NA) a Weathering Frost line depth, Termite NA See Fig. R301.2(4) NA Negligible NA Heavy 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 CONC. 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 DBL. 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. Z 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-451 C 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. Design Groulyinc. L441 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 SUBDIV. &c LOT: RIVERBEND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: FAIRFIELD "PLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA ,.uI 12 1916 PLAN/ 03/15/16 DATE: AS NOTED SCALE: SHEET NCB �' A R C H I T E C TS a WALL LEGEND INTERIOR I BEARING WALL EXTERIOR BEARING WALL SEE ELEVATION FOR BEAM HEIG14T 110 11-011 11-VL/ 111 a" RADIUS-� T1'P. a" ROUND —COL UMN 31-111 TO 71-011 AND LARGER VERIF`t' W/ PLAN AF STAIR )ATA 20 RISER` 1 -1/16" 1e TREADS lm" SEE 5HEE )i FOR STAIR 5E( ON5 AND DETAILS VER1= r' W1 PLAN AND I MAl-LEi2 3'-711 TO -1'-01' 7 -111 AND LARGER V f1=1- W/ PLAN VERIF= ' W/ PLAN VER11=`' W/ PLAN TYP. ARCH DETAB-11 _ SCALE: 1/4" = 1'-Ol' NOTES: WHEN AN 0" OR 12" RADIUS HEADER ENGAGE IN-- -HE S< = COLD ''N OR ARE .J!TkN CL05E PROXII` 11Ti' (WITHIN 2"-0"), THEM' NEED T A_L HA THE LARGER RAD`: S. 3-1/2' 1/2" 1/211 11 -2 11 J DOUBLELu it TOP PLATE cw z CJ U F,4F,TITION ELEG. C,—_=T f L ALL ELEG. GO:i= AT i=AfRT I T ON END KITCHEN ISLAN I LO m T HIRU COUNTER TOP SCALE: 1/2"=1'-0" 1 _ 0 11 131-411 34'=0" 1' 1_Q11 51-211 -3 1/2" '_all �'-al' 1K1-a'1 11-�" 8'-�" C� g1-211 '511 1'-10 1/2" I HB - — �OT (PAVERS) �1 = EGRE5s CASUAL o DINING I I a COVERED _ - lm'-8" CLG. r VA s LANAI -- 10'-a" CLG. _J- 9'-4" CEILING - `Q _ LINE OF WALL I I -------- ----- TEMP �t I ABOVE - I 3' -i S' -511 1 _511 31 _-111 r — Io'-m" CEILING — O 11 BATH 2 _11 I LINE OF WALL 11-011 I I 6 RECESS 1m'-8" GLG _ _ I I ABOVE 411 4'-all 1NCIA12'-10 - I I 1_011 11 PARTITION utl I - I / T``'P. 0 -1 NDER COUNTER I I I a" _ - all AT 11 5AFET` - 01 I all GL. SHOWERI I I I I I II I a m /� - �1.2 ENCLO. 31 �11 0l 1 al- ll I all �1_�11 I I li'-011 MASTER a I I 11 I I = GREAT ROOM ® I ° I I SUITE OIO 0 m i it I I I ® I I Q - 01 Y q I I I BEDROOM 5 (ED 1sa' S" cLG. OIO o z ----J I I g'-4" FLAT I I I I w I) A u SOFFIT K U 1 } Al I I DRAFT5TOP I _ I �1— — — l — — — — -- Il O LLI? I LOCATION TO I 4 -8 2 -® 2 a- 011 KITCHEN 1 1 BE FIELD I VERIFIED 411 — — — — 3' — — U1 lra'-8" CLG. I I - 2)�5"1, fq_3r: 011 © ® ° REF. DBL. I I - MASTER �COND. \ — — — — — — — — — — — — — — _ SRC OVEN CONTINUOUS = 9'-4" _ BATH i 2 � R 5H _ w = HANDRAIL = IuISOFFIT ® ui �= 1m'-a" CLG. ° / - ,, d I a 11 41 L I 34 1/2 " H. 4 411 (� O.H.G. II II I_ II 811 I_ II I_ II II 1_ II I_ TILED 1, WH ro -11 -$ 1 2 2 3 & 2 ® 4 /0 4 ( - KNEEWALL z PANTRYI _ - m'_g" CLG2t _ I I v-I 1 . ° "RECaE ^SS _ ll .I T c =1�4 "�X®012""/COND.UP XPW oP OR. 11 r-, - � FREE p,l STANDING RCH GARDENLINE OF 20 MIN. 101-411 CE�— WALL F.R. ��cf)l I a 411 ABOVE TUB 3'-/a' L�oo -®� -4" 3�. — ° a0 O+- 34 ® TILED_ 2x3a� GAT II8D1A. L-7KNEEWALL41Le ATTIC; I LAUNCH vf ' COL_�5R-115ATT. IuO SHOWERsuLAT10N I ENCLo.ON NOTE: I 144 -DININGMAINTAIN FIRE SEPARATION INSULATI - UMNS 1'-411 N >r- m AND CARBON MONOXIDE /I ROOM IN�ILTRATION AT A/C CL05ET. 4 1 -8" CLG I I I �' 777 METAL STUD 4 I I I I ABOVE) R4SH 411 — — — — — — R4SH — — —- DR� WALL BUILD I I I I 3'-(d"'-1®" QI-all -- OUT FROM GLG. I I I- — — — Isa'-4" CLG. I 1 -O W.I.C. '- - TO 30" A.F.F. = GARAGE N ,` I M,4X. 1 1/2" STEP FROM TOP of I — — — 811� 4 I 10'-8" CLG. _ p #1 _° 10'-a" CLG. c o O I THRESHOLD I -- J L _ ( - ALL 1m'-8" I I I FIRST FLOOR PLAN ELYEVATION "D" SCALE: 1/4" = -a'l - (ABOVE) WWWXX (ABOVE)71— _ _ CLG. I •I �� RASH RASH - _ ® = �d- IL O � � - --- I�XlroII ONG. LAUNDRY - COL. YP. -11�- ' - -O" '1 01' 1sa'-8" CLG. s --\ ---- —_ —\ ---- — - — _ BULK - ROOM - - D. = -' COVERED - --------- _ — _ — ENTRY lm'-S" GLG. � „x ."vx/.s'x.-,fix ,,.�, �'rx7: ,; 7 r7r✓., rn. .- ,, rY -- �z>r-, A, n IN Kl C%% ? 411 F_22x3iol 411 ATTIC I �4CCESJ I **NOTE**. 5/a" T1'PE "X" RIGID ® I GARAGE #2 DRII'WALL CLG. W/ R-11 5ATT. INSULATION IN CEILING BELOW 2ND FLOOR LIVING SPACE I SLOPE 2 HORIZONTAL LAP SIDING I r c0 I - TEMP T/-�TEMP TEMP e I1.4" r1 I1-411 41®5II ®" 211-411 211-10" 21'-10" 5I-/III n- 141 N. RONALD REAGAN BL' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING JGR A.L;. DESIGN DRAFTING1191 EAST NECENTER DRIVE, SDEERFIELD BEACH(954)482-0957954 708-246 FR BDIV. 8c LOT:IVERREND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: FAIR]F'IELD 99 PLAN 2" 6511 ELEV. D GAF.AGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT: STATE OF FLORIDA JUL 12 IM I` . n SCALE:, S HE E T N� V pp Al A R C H IT E C T S WALL LEGENL EXTERIOR SEARING WAL. SEE ELEVATIO FOR BEAM HE IC. =i I I I I I Al = ARCH STAIR DATA 20 RISERS -1 -1/16" 19 TREADS 10" SEE SHEET D1 FOR STAIR SEGTION5 AND DETAILS AND MALLER 3'-i" TO i'- V IFS' W/ PLAN VERIF`I' W/ PLAN VERIF ' W/ PLAN TYP. ARU'--"'H DETA-1-7- SCALE. 1/4" = 1'-0" NOTES: WHEN AN 8" OR 12" RADIUS HEADER ENGAGE INTO "4E 5,z COLUMN OR ARE WITHIN CLOSE PROXIMIT`I' (WITHIN 2"-0'), THE`(' NEED TO Al-- HA' -HE LARGER RADIUS. I I I I I I I I I I I I I = I I I I I R-19 BATT. INSULATION —; o ---------------- LINE OF WALL `$ I BELOW - I i'-8" �'m8 0 � U 51'-0" 1g'-4" l� Sall 11-41[ 42" HGH. CONC. BLOCK WALL 42" I-IGH GUARDRAIL <r- COVERED, BALCONY o� NOTE: g'-4" GLG. APPLY FLUID WATERPROOFING 8" TO CONC. SLAB AT COVERED BALCONY 5 I_ .{ 1 1 7 I_ 4 1 I- 4 11 (V BEDROOM 3 -4' CLG. ® I � 4" 4" .4 BATH 4-- I B'-4" CLG. I N Lu o _ � I DN w Tj x _ TECH_ _ �4 CLG. HORIZONTAL LAP SIDING AAAA R-19 BATT. INSULATION LINE OF WALL BELOW I I I L--------------------------- 1-1'-all N I - c,' R-19 BATT. el-211 INSULATION all 9' - 2 11 BEDROOM 2 g'-4" CLG. 411 I 4 II 171-011 12'-8° 14'-a'l 6, �I CAT. If SAFETY 8" Cp „, I GLASS SI-IWR �I ENCLOSURE - BONUS I 4° 4" -4" 4'-9" 3'-2" 2'-g" gROOM o.H. CABR 01 . j I � _ I 0 L� U.G. - REF. I I I -, BATH = #3 ALL 22x3(G � � ATTIC 4"F- — o -e' I CLG.I I �' g CEss III-Oil m I I L D 1 AHU $2 L = - BEDROOM 4 R SH g'-4" CLG. 42" HGT. �— CONTINUOUS �R SH GUARDRAIL HANDRAIL 4" I 41' " 3'-&" 13'-.4 �I W.I.C. "� I g'-4" GLG. ' LOFT co g'-4" GLG. R a) NOTE: APPL`r' FLUID WATERPROOFING CCCC TO GONC. SLAB AT COVEREP BALCONI' 4'-2" 7'-5" -i'-S" 41_21 COVERED 8"x8"GONG. 42" HIGH DEco BALCONY o COL. T1'P. (4) RAILING (Tl P.) 9'-4" Cl-G. TT -10" ' -10" &'-lo" 71-21I 23'-2" SECOND FLOOR PLAN ELEIT TION "D" 5GALE: 1/4" = 1'-0" 44'-4" I LINE OF WALL BELOW N HORIZONTAL-j LAP SIDING R-19 BATT. INSULATION EGRESS DDI)D i 9'-2" 4'-10" SEE NOTE AT SHEET A4D (RIGHT ELEV.) FOR WALL SLOPE AND — RAILING PROFILE. I 14' -01' 21'-2" a, r�n Des'iL r ^'uw ■ ■ ml L1441N.NALD REAGAN BLVD. WOOD, FL 32750 407-774-6078 407-774-4078 designgroup.com #: 0003325 DRAFTING BY: A.B. DESIGN GRJ207 DRAFTING IN 1191 EAST NEWP CENTER DRIVE, SUITDEERFIELD BEACH, FL(954)482-0957 OF954 708-2468 F SUBDIV. & LOT: RIVERREND LOT #23 SCHEME #15 170 MPI-i EXPOSURE C PROJECT# 03303.023 MODEL: FAIRFIELD 99PLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN ss ARCHITECT: STATE OIF FLORIDA I I I I I — — — — — — — — — — — — — — — — — — — i NO 12079 P 03/15/16 D i NOTED Sb . SHED o12 A �, A R C H I T E C TS EXTERIOR OPENING SC DOOR CALL # ® SIZE TYPE ROUGHROUGH OPNG, (WXH) ZONE REMARKS WIDTH HGHT D1 10 -0" 8'-0" O.H. 192"X9(o" 5 D2 16'-0" 8'-0" O.H. 192"X96" 5 D3 TNRU D4 NOT USED D5 2'-8" 1 a'-O" FR. DR. 38 1/2"X99 1/2" 4 CAT II SAFETY GLAZING D6 TNRU ID-1 NOT USED DS (2) 3'-0" 8'-0" DBL. FR. DR5 18 1/2"X99 1/2" 5 FR. DRS. i to S.G.C. a CASUAL DINING (CAT II SAFETY GLAZING D9 (2) 3'-0" 8'-0" DBL. FR. DRS 78 1/2"X99 1/2° 5 FR. DRS_ ilo S.G.D. 6 GREAT ROOM (CAT II SAFETY GLAZING) D10 NOT USED D11 (2) 3'-0 8'-0" DBL. FR. DRS 78 1/2'X99 1/2 5 BONUS ROOM, W/ ALUMINUM THRESHOLD (1/2" MAX.) RETRACTABLE SCREEN DOORS (END DOORS ONLY, NOT MIDDLE) D12 (2) 3'-0" 8'-0" DBL, FR. DR5 15 1/2"X99 1/2 5 BONUS ROOM, W/ ALUMINUM THRESHOLD (1/2" MAX.) RETRACTABLE SCREEN DOORS (END DOORS ONLY, NOT MIDDLE) D48 3'-0" 8'-0" FR. DR. 41 1/2"X99 I/2° 4 W/ ALUMINUM THRESHOLD (1/2 MAX.) DES15NATED EMERGENCY MEANS OF ESCAPE PER F% 2014 D49 (2) 3'-0" 8'-O" DBL. FR. DRS 78 1/2"X99 1/2 4 W/ ALUMINUM THRESHOLD D50 (2) 3'-0' 5'-0" DBL. FR. DRS 18 1/2"X99 1/2' 4 W/ ALUMINUM THRESHOLD D51 (2) 2'-ro 8'-0" DBL. FR. DRS (o(o 1/2"X99 1/2' S W/ ALUMINUM THRESHOLD AT COVERED BALCONY D52 (2) 2'-6" 8'-0" DBL. FR. DRS 66 1/2"X99 1/2 4 W/ ALUMINUM THRESHOLD AT COVERED BALCONY D53 (2) 2'-6" DBL. FR. DRS (o(o 1/2'X99 1/2' 5 W/ ALUMINUM THRESHOLD AT COVERED BALCONY WINDOW SCHEDULE WINDOW CALL # ® WINDOW SIZE TYPE ROUGH OPNG, (WxH) ZONE REMARKS A TNRU B NOT USED C (2) 24"X24" FX GL 49"X25" 4 D 35 SH 54 1/8"X(o3' 4 CAT II SAFETY GLAZING E H35 SH 21 1/2 "X63" 4 F H35 SH 21 1/2 "X63" 5 G (3) 25 SH 112 "X63" 4 H NOT USED I H35 / 54'X63' FX GL / H35 5H/ FX GL/ SH 108"X64" 5 J H34 SH 21 1/2 "X51" 5 CAT 11 SAFETY GLAZING K 25 SH 38"X63" 4 L T H R U N NOT USED O 24E SH 38"X591/2" 5 P 48"X16" FX GL 49"Xl-1" 4 CAT II SAFETY GLAZING Q (2) 24E SH 75"X60 1/2' 4 NOT USED rTHFfR-LUl (2) 24E SH -15"X(oO 1/2' 4 14E SH 201/8'X(oO1/2' 5 W 46"X16" FX GL 49"X1-1" 4 CAT II SAFETY GLAZING X 48"X36" FX GL 49"X31" 5 CAT II SAFETY GLAZING Y TNRU GGG NOT USED HHH 26 SH 38"X-16" 4 AT GREAT ROOM FR. DR. 111 26 SH 38"XI6" 4 OPT. AT GREAT ROOM FR. DR. JJJ TNRU UUU NOT USED TTT H35 SH 21 1/2 "X63" 5 UUU H35 SH 21 1/2"X63" 4 VVV H35 SH 2- 1/2 "X63" 5 WWW 7T"X12" FX GL -i8"X13" 4 TRANSOM - 8" ABOVE DOOR XXX 17'X12" FX GL -IS"X13" 4 TRANSOM - W ABOVE DOOR YYY 25 5H 38"X63" 4 ZZZ 40"x12" FX GL 41"X13" 4 TRAN50M - 8' ABOVE DOOR AAAA H33 SH 21 1/2"X39 3/8" 5 BBBB 24E SH 38"X601/2" 5 CCCC H33 SH 21 1/2'X39 3/5' S Ll DDDD I 24E 1 SH 38"X601/2" 5 NOTE: MASONRY ROUGH OPENING SIZES FOR WINDOWS AND DOORS SHALL FOLLOW MANUFACTURE'S SPECIFICATIONS FOR MASONRY CONSTRUCTION. INTERIOR DOOR SCHEDULE DOOR DOOR # ® SIZE TYPE ROUGH OPNG, (WxH) ZONE REMARKS WIDTH HGHT D13 2'-4" 8'-0" SWING W/ SIM. MARBLE THRESHOLD D14 2'-8" 8'-0" SWING — W/ ALUMINUM THRESHOLD, SHALL BE SELF CLOSING, SELF LATCHING 20 MIN, FIRE RATED: 1 3/5" SOLID WOOD OR HONEYCOMB STEEL PER FBC 302.E.J D15 2'-8" 8'-O" SWING W/ SIM. MARBLE THRESHOLD D16 2'-4" 8'-0" SWING DI-1 (2) 2'-8" 8'-0" FR. DRS. AT BONUS ROOM D18 2'-6" 8'-0" SWING D19 2'-4" 8'-0" SWING D20 (2) 2'-0" 8'-0" DBL. SWING D21 2'-8" 8'-0" SWING W/ SIM. MARBLE THRESHOLD D22 2'-8" 8'-0" SWING D23 2'-8" 8'-0" SWING W/ SIM. MARBLE THRESHOLD D24 2'-5" 8'-0" SWING D25 (2) 2'-4" 8'-0" DBL. SLUING D26 (2) 2'-4" 8'-0" DBL. SWIN D2-1 2'-8" 8'-0" SWING D28 2'-8" 8'-0" SWING W/ ALUMINUM THRESHOLD, SHALL BE SELF CLOSING, SELF LATCHING 20 MIN. FIRE RATED: 1 3/8" SOLID WOOD OR HONEYCOMB STEEL PER 1=5C 302.5.1 D29 2'-6" 8'-0" SWING — SOLID CORE DOOR W/ WEATHERSTRIPPING D30 T-8" 6'-8" SWING AT STORAGE UNDER STAIRS D31 2'-6" 0'-0" SWING D32 2'-4" 8'-0" SWING W/ SIM. MARBLE THRESHOLD D33 (2) 2'-4" 8'-0" DBL. SWING D34 2'-6" 8'-0" SWING W/ SIM. MARBLE THRESHOLD D35 2'-6" 8'-0" SWING D36 2'-6" 8'-0" SWING D31 2'-6" 8'-0" SWING D35 2'-4" 8'-0" SWING W/ SIM. MARBLE THRESHOLD D39 2'-4" 8'-0" SWING D40 2'-6" 8'-0" SWING D41 2'-6" 8'-0" SWING — D42 (2) 2'-4" 8'-O" DBL. SWIN D43 1 (2) T-4" 8'-0" ID5L. SWIN DOOR NOTES: ALL HARDWARE IS TO COMPLY WITH FLA. STATUTES CHAPTER 553, PART V FLA ACCESSIBILITY CODE 4,13,9 IN REFERENCE TO 1-HAND GRASPABILITY AND I=5C,4-201 SECTION 309.4 EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. F5C2014 R311.2 1441 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 SUBDIV. 8c LOT: RIVERREND ]LOT #23 SCHEME #15 17 MMPH EXPOSURE C PROTECT# 03303.023 MODEL: FAIRFIELD "PLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: DOOR & WINDOW SCHEDULE •,.Im 1 ol No JUL 12 2916 PLAN % 03/15/16 DATE:. . �q OTED F SHEET A�2 A R C H IT E C TS 10'-a'' T.0,5 EL. 21'-0" T,O — — — — — — — — — — II EL. 10'-a" T.O.B. T.O.5. w 21 -a' C-IC- 1� T/571"l I-- __71II I II II EL- 10'-8'l T.0.5- ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION-. 114 S.F.5.16 = S.F. 150 SOFFIT VENTILATION PROVIDED: .105 S.F./L.F. x 89 L.P. = 1335 S.F. GENERAL 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT IN m�0 i�l1 ���i �'' GTARAGxE ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION - In 5-F. 150 = 0.19 S.F. SOFFIT VENTILATION PROVIDED: .105 S.F./L.F. x 2(o L.F. = 2.13 S.F. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR F007 1ST FLOOR C_15. DINING-7 ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION: 0,40 S.F. 150 SOFFIT VENTILATION PROVIDED: .105 S.F./L.F. x 25 L.F. = 2.63 S.F. GENERAL NOTE' 3" CONTINUOUS SOFFIT VENT f=f;ROVIF_)E5 JOE) S.F. OF VENTILATION PER LINEAR FOOT I 1ST FLOOR MASTER SUITE EXILTENSION EL. 211-all T.05. 101-a" CLr-:;, HGT STM OF 7RJ55 101-a' T.o.s_ RuuF PLAN SCALE. 1/0 11 -0 ROOF VBM-ATION c ;ULATION PER FBC 12 — REC-.'- ;R_=D VEr -A- ON: SOFFIT 47' 1 C .105 S.F./L.F. x 2'/ 5 GENERAL \C-E. 31, CONTIN-0-S 5OFF /E\- PROVID S.F. /E\- _,4TION PER LINF_' R =OOT i 2N:) F 0,--'R ROOF VENTILATION 'ULA110', PER FBC If, REQUIRED VEr _ATIG 03150.F S. SOFFIT VEN7ILAT[C DRO_ .105 S.F./LP. x 94 L.P. = i S.F. GENERAL- NOTE- 3" CONTINUOUS 5OFF /F=NT FDROVIDEE5 .105 S.F. c VENT -/,Tlo',. PER LINEAR FOOT 1ST F OOk C A�Ati�u 1 A/1 r EL. 2-11-511 _ HGT. EL. 21'-a" T.O.B./ C;LC-;. HGT. EL. 12'-4" TOP OF TRUSS EL. 12'-0" TOP OF ENTRY 50NID 5EAM EL. 10'-81' TOP OF BOND BEAM TRIM EL. 0'-0" FIN, FLR. SLAB EL, 21'-0" TO.5,/ CLG_ HGT. EL. 201-411 WINDOW HGT. TRIM HORIZONTAL - LAP SIDING (STUCCO) (oil EL. 12'-4" TOP OF TIRU55 EL. 10'-0" TOP OF BOND BEAM EL, 0'-0" FIN. FLf;R- SLAB EL. - 0'- 5 FIN. GRADE — — — — — — — — — — — — — — — 12 :llizo: — — — — — — — — — — — — — — lie 101�111wmlmm i11"i'llooll 11 11001 1 '�I� flovaill III ko,/a(1111 co'/ 1, FRONT E SCALE- I14`=I'-V LEVATION X T REAR ELEVATION SCALE: METAL ROOF /-43.B 40.(o/-443 -PRECAST T H STUCCO FIN15H 12 PRECAST WITH 5TUCCO — FINISH 12 14 FOAM W1 STUCCO FINISH TRIM HORIZONTAL LAP SIDING (STUCCO) [41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX. 407-774-4078 www.abdesigngroup.com AA #: 0003325 BLVD. m 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 LIN MEMO SUIBDIV. 8c LOT: RIVERBEND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303.023 MOI:)Eh: FAIRFIELD 99PLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: ELEVATION 99 D" FRONT AND REAR JUL 12 201 PLAN 03/15/16 DATE: AS NOTED SCALE: SHEET NO: A3D R C H I T E C T S EL. 21'-8"— CLG. EL. 12' -4" TOP 0` TRIU5"" EL. 10' - a" TOF - - 50ND 5E>-" a L� �- T-1 EL. 0'-ID" F(N. . - FLR. SL>A5 EL. -O' -a" FIN. C;R"4DE EL. EL. 21'-0" TO.1✓ CLG. HGT- EL. 20' -L' �► — WINDOW Hr m TRESS EL. 10'-a" TOP O= 50ND B A" EL. 0'-0" FIN. — FLR. 51-A5 EL. -0'-a" FIN. sF'AD= Y OPEN �I- LINE OF GONG. BLOCK WALL BEHIND L INE OF ROOF SLOPE 5EHIND 40.6 /-44.3 ir51011 MV SCALE: 1/4" =1' -0" PRECAST WITH STUCCO FINISH n� s 40.0 /-43.1 ELEVA LEFT ELEVATION SCALE: 1/4" =1' -0" s4" FREC,45T WITH STUCCO FINISH 41.1 /-54.5 12 t4 '-4" 1 1111111,V,-4-4" N DS 4m.3/-44.m HORIZONTAL LAF 51DING (STUCCO) m TRIM ®RIZONTAL 211 LAP 51DING (STUCCO) m <I N " Design Group Inc. PH: 407-774-6078 FAX: 407-774-4078 ,vww.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 SUBDIV. & LOT: RIVERBEND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: FAIRFIELD 99PLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: ELEVATION "D" LEFT AND RIGHT ARCHITECT: STATE OF FLORIDA JAM ANTWELL N 12079 114 7P �03/15/16 D A'T°" >' AS TED s c AL � SHEET v All NC7 A41r' A R C H IT E C T S , 1/2 " ELEVATION 2 FROFILE Dl�DES IL 5C,,4LE: 3/4 = 1'-0" i_ � I _5 I, HAfRDIF- 50,41RID SIDING UJfRAf=f=ED AROUND f=OeT ( DETAIL 6C D 6 ALE. 3/4 = 1'-0" LUINDOLU OR 51 4UTTEF, (SEE ELEVATION) +I ELEVATION PROFILE ')DIP'TAIL 2)5C,4LE. 3/4 = 11-011 18'-7" VEI - EXACT DIt"IEN&ION IN FIELD 1/2 oll 7'- ELEVATION DE TAIL C51_-ALE. 3/4 = l'-O" DETAIL 5C;,4LE: 3/4 = 1'-ID" f=F,Of= I L E .441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 kommmmilimi 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 X SUBDIV. & LOT:l RIVERBEND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: FAIRFIELD PLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: DETAILS: ELEVATION 99 A" ARCHITECT: -STATE OF FLORIDA JUL ILI PLANJ,* qj/15/16 D AT S C AL,- / SHEET W47n A5 A R C H IT EC TS Y" DRYWALL S" CMU 111X4" OR 111X2" F.T.NAILER Ix OR 2x P-T. WD. BUCK SEE STRUCTURAL DWGS DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURER'S DETAILS. NOTES: • SHIM AS NEEDED TO PLUMB JAM5 (DO NOT EXCEED Y4") • ALL WOOD NEEDS TO 5E P.T. WHEN IN CONTACT WITH CMU WALL OR GONG. SLAB DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW �TC�B�LO�CK�+3/4 OR +5 4 A SCALE: 3-0 NTS e�" CMU y11 DR1'W. 1"X4" OR 2" P.T. NAILER -1GOOR C NG OCR J,, 3 OR WINDOW TTACH 2X PER ANUFAC -RER'S DETAILS. Ix OR 2x P.T. WD. BUCK SEE STRUCTURAL DWGS NOTES: • SHIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED Y4") • ALL WOOD NEEDS TO BE f WHEN IN CONTACT WITH CMU WALL C (--ONC. SLAB DOOR JAMB TO BLOCK -1/2" B WINDOW TO BLOCK - SCALE: 3/S" =1' - 0" 1 2" > NAILS o EA. END RACE � r✓v� m-3rCi IIV.7uI-H I M. ADHERED TO 1/2' PLYWOOD. SHEATHING AIR SEAL GASi 5ETWEEN WOOL GYP- �,OARD, l (1) LAYER OF Ca' F' 50,, TO PLYWD. SHT. (COOK 04TE THICKNESS WITH ADJAC T CEILING) NOTE: STRUCTURAL 2X MUST SE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/f6" TAPCON MIN. W/4" EMBEDMENT INTO BLOCK_ S" CMU Y" DRYWALL 111X4" OR 111X2" P.T. NAILER DOOR CASING Ix OR 2x P.T. DOOR JAMB OR WINDOW WD_ BUCK ATTACH TO 2X PER lm— SEE STRUCTURAL MANUFACTURER'S DETAILS. DWGS NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONC. SLAB DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15 16" ATTIC NTS 'LYWOOD W...J CASING AT SIDE ACCESS DETAIL (TO BE USED )NLX WHERE APPLICABLE PER FBC 2014) BASE LAYER BRG. HGT ATTACHED W/ 1 1/4" SEE ELEVATIONS BASE LAYER 5/811 TYPE W OR S DRYWALL SCREWS BASE LAYER 5/8" FACE ''ER 5/5" "X" GOLD BOND TYPE 24" O.G. GOLD BOND TYPE "X" GOLD AND TYPE EXTERIOR SOFFIT "OR EXTERIOR SOFFIT EXTEF R SOFFIT BOARD EQUAL" � - BOARD "OR EQUAL" BOAR OR EQUAL" � OUTRIGGERS TO FIRE RATED EL V. FIRE RATED 2x8 PF PRIMED / 5E TWICE THE CAULKING CAULKING SPRUC =ASGIA (SEE --- - DISTANCE OF STRUC OR SIZE, _ OVERHANG (SEE FACE LAYER 5/5" i MATER _ AND STRUGT. DWGS. O BOND TYPE "X„ GOLD ATTAC E NT) FOR SIZE � R FACE LA Y E XT IOR SOFFIT E ER II FARE R. ATTACHMENT) E II ATTACHED W/ 1 -1/ 8 Q UA OA O L B RD R E CAULK: _D TYPE W OR S LEV_ DRYWALL SCREWS SASE L ER 12" O.C. ATTACH W/ 1 1/4" - TYPE 5 -_ - BRCS. HCsT STUCCO GOLD BOND NOT LESS DRYWA SCREWS SEE ELEVATIONS THAN 1/2" TOTAL THICKNESS 24' O.0 OVER FELT MTL. LATH. LAPPED ACE LAYER -1/0" _ FIRE RATED 11 " �TTACHEG W/ 1 _- CAULKING NOT LESS THAN 1 4 FAST W/ 3/0 HEAD GALV. NAILS (2 PER YPE LJ OR S TRUSS MIN.) (SEE ROOF PLAN )R'i'UJALL SCREWS oo FOR VENTILATION REQ. 4 G.C. CALCS.) STUCCc 5OND NOT LESS THAN FIRER TED SOFFIT DETAIL OVER T MTL. L4TH. LAPPED SCALE: NOT LE THAN 1" 4 FAST W/ 3/a" AF LIES TO SOFFIT FOfi, SINGLE 4 2 STOi��1' ==a -V. NAILS (2 PER (SEE ROOF PLAN L.00,ATION FfROJECTION WITHIN 5' SETBACK =OR \r ILATION REQ. d *PER F5CR 2014 WHERE APPL ICA5LE GALLS V GOLD BOND SHEATHING IS CLASSIFIED AS TYPE X IN ACCORDANCE W/AST' .1111. PE:R TABLE 722.(o.20) OF CHAPTER -1, 2014 FBC, (1) LAYER OF %" TYPE X GYPSUM WALLBOARD HAS AN ASSIGNED RN -I'=_ DF 40 ^''[NOTES. THE (2) LAYERS OF %` DENSGLASS SPECIFIED IN THIS DETAIL EXCEEDS =_ - UR = RE RATING- REQUIREMENT. NUR FOR (SEE AND SIZE) *12 X 2" WD. SCREWS WALL SPACER 2x4 STUDS 6 16 " O.C. 2x8 5LKG. 5Y BUILDER DRYWALL NOTE: • STA R SERS -O CON=O —i TO FBC 2014 3/16" MAX. VARIATION IN RISERS/TREADS AD, EN- -0 =4CH OT-ER 3/5" MAX. VARIATION IN ANl' RISER/TREAD HANDRAIL CIR( AR C<OSS SEGT'O\ DIA. TO 5E 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GR� A5 _-" JINDERS- MIN. 6" WIDE -a NARROW END MIN. 1111 WIDTH a 12" FROM \AR W E\D 34H. MIN. 70 36'H. MAX. HANDRAIL HGT. 2x4 STUDS SEE AIR MAN FACTURERIS SHOP DRAWINGS FOR MORE INFO AND EXACT -5 16" O.C. DET ING • THIE OILING S' BTEM IS DESIGN TO RESIST A LOAD OF 50 PLF FORA COT` NTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUC 5ARRIERSAT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION 2x8 SLKG w/ 3 PRC !CES TH= 1IAXIMUM STRESSES, F5C 5TH ED. (2014) 160�.a.1 8 12d NAILS EA. ENG FIRE �P'\G &BALL 5E NSTALLED IN CONGEALED SPAGES BETWEEN STAIR STR =RS A- -EAST ONCE 'N THE MIDDLE OF EACH RUN, AT THE TOP AND 50TTOM ANE =TW=E\ S-UDS ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS OF THE RUN R CSC 2014. SE --'ON R302-11.3. MATERIAL FOR FIRE BLOCKING SHALL CO> RP' -O = 2014- SECTION R302 -11 WALLMOUNT RAIL BLOCKING DETAIL 2 1/2' X ' 3/5" 5ALU5TER ATTAC-+ED USING (3) *lm PRODUCTION RAILING SYSTEM X 3 '/2' SCREWS — 42" !-'G- RAILING S'r'STEM TO COMPLY WITH THE FLORIDA BUILDING CODE RAIL ' 3/5' x 5 1/4" RESIDENTIAL - 2014 - IN ACCORDANCE WITH SECTION - R312 � R.-F RAIL MAX RADIUS AT NOSING 9/11 DETAIL B-1 TREAD NOSING X < Q .4 m� � � Q 07 E_ c�1 c+lcq B-1 �— BALUSTERS SPACED TO REJECT A 4" SPHERE I 1 1/4' X 1 114' 5ALUSTER ATTACHED TO =ASGIA AND RAILING USING A TITE50ND WOOD GLUE OR EQUIV. AND \AI'ED W/(2) - 2' 16S NAILS \ TOP A\D 507TOM. 1 1/16' X 9' FASCIA ATTACHED USING: 010 X 3/4" SCREWS UR DETAILS SG : 112'=1 PICKET FASCIA TRIM TREAD STAIR STRINGER DRYWALL 3/4" SUB FLOOR �- 2X4 NAILER FOR PRE-ENG. FLR:. TRUSS DRAFT STOP FIRE DRAFT STOP -- L 7 ELEVATION PRE - ENG. FLR. TRUSS 2X4 NAILER FOF DRAFT STOP 5/a" TYPE "X' DRYWALL DRAFT STOP fL,4N VIEW FIRE -ENG. FLR. TRUSS —\ ' 5/0" TYPE "X' -, j DRYWALL DRAFT STOP P DETAIL DRAFT ST NT5 (WHERE APPLICABLE) ELASTOMERIC CAULKING (3) -STUDS (15T PRESSURE TREATED) (o" LONG TAPCON ANCHORS W/ 1 1/12" EMBEDMENT - SEE STRUCTURAL PLANS SEALANT SEPARATION AT SHEATHING AND CONCRETE JUNCTURE W/ CAULKING BEAD PLYWOOD SHEATHING METAL LATH TYPICAL - STUCCO WOOD NOTE: 1/5" 3 COAT STUCCO OVER PAPER BACK GALV. MTL. LATH OVER TYVEK TYVEK (STUCCO WRAP) ALL PERIMETER AND OVERLAPS MUST 5E TAPED) _ RAIN 5U5TER 440 SELF -ADHERED TAPE OVER ELASTOMERIC CAULKING MEMBRANE FLASHING TO LAP OVER ADJ. BLOCK MIN 8" METAL LATH TO LAP OVER ADJ. BLOCK MIN 16" A� II 1 1 1 i 1 1 -IA-All SCALE: 1/2"= l'-011 6511 NTS .441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 00�3325 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 Soo SUBDIV. 8c LOT: RIVERBEND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: FAIRFIELD 99PLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: DOOR AND WINDOW ATTACHMENTS DETAILS ARCHITECT: STATE OF FLORIDA JUL 12 2016 PL 03/15/16 �1 A S ED SCA S HIF wur -7 ROOF SHEATHING ( 5EE STRUCT. DWG5. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). EMBED. STRAP (SEE 5TRUC7 — FOR TYPE, SIZE, # OF NAILS & DETAILS). PRE-ENG WD. TRU55 24" O.G. MAX. GALV, METAL DRIP EDGE— Ix2�/ P.T. 2x8 PRE -PRIMED 5PRUCE-- 5EE FASCIA (5EE 5TRUCT_ FOR ELEV. ATTACHMENT) 57UGGO SOFFIT a UNDERSIDE OF TRUSS TAILS (ELEVATIONS A, C $ D) I NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH, LAPPED NOT LE55 THAN 1" 4 FA5T W/ 3/5" HEAD GALV. NAILS (2 PER I TRUSS MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE ME5H CORROSION RESISTANT 1/5" MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER FBC R80(o. (SEE ROOF PLAN FOR VENTILATION REa. 8 GALC5.) FORMED AND POURED CONCRETE SILL (SEE 5TRUCT. � DWGS. FOR REINF.) y 2 GOATS, 2" THICK 57UCCO FINISH APPLIED DIREC%''�' TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. d d 4 _ FINISH GRADE ° a d d a d Q NON-STRUCTURAL METAL ROOFING OVER #30 FELT TO CONFORM W/ ASTM D 22ro, TYPE #2 iX2 P.T. FIRE -STOP CLG. R-30 BATT OR BLOWN -IN INSULATION, 10.3" MIN. DEPTH 1/2" NIGH STRENGTH RIGID DRYWALL FLR_ BRG. HGT SEE ELEVATIONS BOND BEAM (SEE STRUCT. DWGS FOR 51ZE AND REINFJ 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/ 3/8" HEAD G,4LV. NAILS (2 PER TRU5S MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH — CORROSION RESISTANT 1/5" MAX OPNG, THROUGHOUT ALL ELEVATIONS. AS PER FBC R50ro. (SEE ROOF PLAN FOR VENTILATION REO. & CALC5J '� CANTILEVER ` H-' TSS SECTION SEE WINDOW SCHEDULE F WINDOW TY= SOLID SURF, MATERIAL 5 E3ED OF GOT ADHE51 VE SEALANT PERIMETER 1/2 IN. GYPSY WALLBOAR2 lx2 P.T. FURR STRIPS e 1ro — NON-5TiRUCTURAL METAL ROOFING OVER #30) FELT TO CONFORM W/ ASTM D 22(0, TYPE #2 1—iX2 P.T. FIRE -STOP R-30 BATT OR / BLOWN- IN INSULATION, 10.3" MIN. DEPTH �-1/2" NIGH :STRENGTH RIGID DR"'WALL 1ST. FLR. BRG. HGT SEE ELi=YATION5 BOND BEAMI (SEE STRUCT. DWGS FOR SIZE AND — — RE INF.) 8'-0" WDW HD. HGT. 5EE ELEV. - PRECAST LINTEL (SEE STRUCT. DWGS. FOR 51ZE AND REINFJ ' FALSE BOTTOM TRU55 WHERE APPICABLE —IX2 P.T. FIRE -STOP AT AT 8' - O " ,4.F.F. —R-4.1 FOIL. INSULATION —WINDOW 4�T74CHMENT AS ' PER MANI,JFACTURER'5 ' 5PEGIFIC,4TION5 CMU (SEE STRUCT DWGS. FOR VER'r. AND HORIZ. REINF.) —Ix2 P.T. FURRING STRIPS e 24" O.C. 1/2" GYP, IJJL. BD. ua — WOOD 5,46E m — Ix2 P.T. FURRING STRIPSOL \ 0'-O" FIN. FLR. D -- A D ° D MONOLITHIC CONIC. FOOTING o 15EE STRUCT. PLANS FOR p ° 5 ZE AND R'a:INF.) ° O ° R00F SHEATHING (SEE STRUCT. DWGS. FOR PL'rUUOOD SHEATHING, NAILING 5PACINGa AND TYPE) - EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, # OF NAILS 8 DETAILS). PRE-ENG WD. TRUSS 24" O.G. MAX. G,4LV. METAL DRIP EDGE Ix2 P.T 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR ATTACHMENT) -STUCCO SOFFIT ON LEVEL TRU55 RETURN (ELEV,4TION B) NOT LESS THAN 1/2" TOTAL THICKNESS OvER FELT MTL. LATH. LAPPED NOT LESS THAN 1" $ FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRU55 MIN.) PROVIDE CON7. 3" WIDE SCREENED VENTS W/ WIRE MESH CORR051ON RESISTANT 1/0" MAX OPNG. THROUGHOUT ALL ELEvATION5. AS PER FBC Rao&_ (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALC5.) 2 GOATS, 2" THICK STUCCO FINISH APPLIED D IRECTL'�- TO MIA5ONRY OR STONE VENEER ATTACHED PER, MANUF. RECOMMEND. -FINISH GRADE NOTE: PROVIDE TERMITE TREATMENT E5ELOW 5LA5 —�At NON-STRUCTURAL METAL ROOFING OVER #30 FELT TO CONFORM W/ _—ROOF SHEATHING (SEE ROOF SHEATHING (5EE A5TM D 22(o, TYPE #2 STRUCT. DWGS. FOR PLYWOOD STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAILING SPACING SHEATHING, NAIL 5PACING AND--�� TYPE). OUTRIGGERS (SEE STRLIGT. AND TYPE). Ix2 P.T. DWGS. FOR SIZE 4 ON l a L �_ _Ix2 P_T. 2x5 PRE -PRIMED SPRUCE—' --2x8 Pi�E-PRIMEp SPRUCE FASCIA (SEE STRUCT. FOR 5EE SEE FASCIA (5EE STRUCT. FOR ATTACHMENT) ELEV. PRE-ENG WD. TRU55 24" O.C. ELEV. . ATTACHMENT) MAX. 5TUCC0 SOFFIT NOT LE55 THAN 1ST. FLR. BRG. HGT STUCCO SOFFIT NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT SEE ELEVATIONS I/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS � �� MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD R-30 BATT OR THAN 1" A FAST W/ 3/S" HEAD GALv. NAILS (2 PER 7RU55 MIN.) BLOWN -IN INSULATION, — — GALV. NAILS (2 PER TRUSS MIN.) PROVIDE CONT. 3" WIDE 10.3" MIN, DEPTH — PROVIDE CONT. 3" WIDE SGREENED VENTS W/ WIRE MESH E 5'-0" WDW HD. HGT. SCREENED VENTS W/ WIRE iME5H CORROSION RESISTANT MAX CORROSION RESISTANT 1/8" MAX H OPNG. THROUGHOUT ALL I FALSE BOTTOM TRUSS WHERE OPNG. THROUGHOUT ALL ELEVATIONS. PER FBC R80(o. I APPICABLE ELEVATIONS. A5 PER FBC R80�. (5EE ROOF PLAN FOR I I (SEE ROOF PLAN FOR VENTILATION REO. 4 GALGS.) I I 1/2" HIGH STRENGTH RIGID DRYWALL VENTILATION REC�. 4 GALGS.> BOND BEAM (SEE 5TRUC7. iX2 P-T. FIRE -STOP AT — —2x4 P.T. NAILER DWG5 FOR SIZE AND REINFJ I I CLG. 4 AT 8'-O" AFF I I I R-4.1 FOIL INSULATION 2x4 P.T. NAILER I I WINDOW ATTACHMENT A5 PER n PRECAST LINTEL (SEE STRUCT. DWGS. FOR SIZE AND REINF.) - a MANUFACTURER'S SPECIFICATIONS i 2 COATS, 2 THICK STUCCO FINISH FORMED AND POURED CONCRETE APPLIED DIRECTLY 2 COATS, "THICK STUCCO SILL (SEE 5TRUGT. DWGS. FOR REINF.) p TO MA50NRY OR STONE VENEER e ATTACHED PER MANUF. RECOMMEND. FINISH APPLIED DIRECTLY Ix2 P.T. FURRING STRIPS e 24" O.C. TO MA5ONR T' OR STONE VENEER S" CMU (SEE STRUCT DWGS. ATTACHED PER MANUF. RECOMMENp_ 1/2" a Tf= WL B® FOR vERT. AND HORIZ. REINFJ a" GMU (5EE STRUCT DWGS. � �u WOOD BASE m ui FOR VERT. AND HORIZ. REINFJ z� — ur Ix2 P.T. FURRING STRIPS— _( 71 - 0'-0" FIN. FLR. O \ Q D FINISH GRADE a D -FIN15H GRADE d � D D NOTE: PROVIDE TERMITE a TREATMENT BELOW 5LA5 I STORY BLOCK WALL SECTION I I STORY BLOCK STALL SECTION (NON -FIRE RATED (NOV-FIRE RATED) 0 ROOF 5HEATHINGz (5EE STRUCT. j Du�GS. FOR PLYWOOD SHEATHING, NAILING -SPACING AND TYPE )_ 2x� INSuLAT"(ON STOP BETWEEIN EA,CN TRUSS WITH 1" MIN 5P,4CE BETWEEN INSULATION AND ROOF SHEATHING,, EMBED. STRAP (5EE STRUCT FOR / TYPE, SIZE, # OF NAILS $ DETAILS). P�;E-ENG WD. TRUSS 24" O.G. MAX. GALE: 3/4" =1' -O" SEE ELEv. Gfi,LV. METAL DRIP EDGE lx2 = T. 2x�� PRE -PRIMED SPRUCE FA:�C(A '5EE STRUCT. FOR SIZE, MA`ER =:L AND ATTACHMENT) (NON -FIRE RATED) A_U lINUM F«2AM 5=CURE FR�METO 5 __ WITH 51I_ICONE F'.T. WOOD B �C<. SEE 5TRUCTURA_. =LAN5 =GRMED AN[1 PORED CONCRETE E;I__ (5EE STRUCT. DlxS. FOR RE INFJ 8" GMU (SEE STRUCT S. H. V i D O W S t JL DWGS. FORE INFJ AT EXTERIOR WALL �L 5TUD5 )RYWALL r PIPE E BOARG ER VENT >H FLOOR C. SLAB SECTION ELEVATION ►RYER TENT BOX TYPICAL DETAIL CALE: 1 1/2" -1'-0" CONT_ METAL TRACKS, TOP & BOTTOM BRG, HGT. SEE FLOOR PLAN 1/2" HIGH STRENGTH RIGID DRYWALL METAL 5TUD5 24" O.C. W/ FULL LENGTH LAYER OF 1/2" Gi"PSUM WALLBOARD ATTACHED TO EACH SIDE 12 " O.C. NOTE.: 1/2" MILDEW RESISTANT DRYWALL OR DEN5H11ELD OR EOL14L AT ALL TUB5 ANp SHOWERS CONC_ SLAB 0'-0" FIN. FLR. PRE-F,4B TRUSS TYP. INT. STALL METAL STUD NON BRC. &CALF: 3/4" -1' -(�" A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com ® AA #: 0003325 00 DRAFTINGA.B. DESIGN GROUP 1191 EAST .O. CENTER DRIVE, SUITE , M l (954)482-0957 OFFICE (954)708-2468 FAX � O q Q z aII m Lu Lu h q � c� M d co N co rn SUED V. & LOT: RIVERBEND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT#E 03303.023 MODEL: FAIRFIELI) "PLAN 2" 651I ELEV. D GARAGE SWING: LEFT PAGE: MONOLITHIC 1GG WALL SECTION & Ill IS C DETAILS ARCHITECT: STATE_ OF FLORIDA PSG 1 JAMESICANTWELL ARNO 12079 03/15/16 TED SHEE SGALE= 3" =1' -O" T F r T C zi� 2 X 4 P.T. NAILER NON-STRUCTURAL METAL ROOFING OVER #30 FELT TC CONFORM W/ A5TM ROOF SHEATHHING (SEE 2X4 P.T. NAILER D 22(0, TYPE #2 STRUCT. DWGS. FOR PLYWOOD SHEATHING, AL METAL ROOFING OVER #30 FELT TO CONFORM W/ ASTM ROOF SHEATHING (SEE - OUTRIGGERS (SEE NAIL SF'ACINC-c AND METAL ROOFING NON-STRUCTURAL OVER #30 FELT TO CONFORM W/ A5TM D STRUCT. DWGS. FOR PLYWOOD TYPE). STRUCT. DWGS. FOR D 22ro, TYPE #2 - ROOF SHEATHING (SEE 22(, TYPE #2 5HIEATHING, NAIL SPACING AND ATTACHMENT) ELEV. VARIES STRUCT. DLLIGS, FOR PLYWOOD SHEATHING-F, NAIL SPACING �--''�-�--�--�'�- TYPE)" PER ELEV. SEE ELEV. ELEV. VARIES SHEETS FOR GABLE AND TYPE). PER ELEv. SEE ELEV. LIEIGHT SHEETS FOR GABLE HE IGHT 1x2 P.T. —EMBED. STRAP (SEE 1x2 P.T. 2xa PRE -PRIMED STRUCT FOR TYPE, SIZE, # OF NAIL:3 � DETAILS). PRE-ENG W). TRUSS 24" O.G. `` SPRUCE FASCIA (SEE MAX. 2x8 PRE -PRIMED 5PRUGE S E ELEV. aG STRUCT. FOR PRE-ENG WOOD FASCIA (SEE STRUCT. FOR SEE ELF ATTACHMENT) TRUSS 24" O.C. MAX. ATTACHMENT) r �SEE LR. SRG. HGT _ _ 2ND FLR. BRG. HGT LEVATIONS STUCCO SOFFIT NOT LESS ` SEE ELEVATIONS THAN 1/2" TOTAL THICKNESS R-30 5,4T7 OR -I OVER FELT MTL, LATH. STUCCO SOFFIT NOT LESS - - - - - - LAPPED NOT LESS THAN 1" PRE-ENG WOOD BLOWN -IN INSULATION, GALV. METAL 103" MIN. DEPTH GALV. METAL DRIP EDGE - - - DRIP EDGE FAST W/ 3/8" HEAD GALV. TRUSS 24" D.C. MAX. - - - - THAN I/2" TOTAL THICKNESS lx2 P.T. NAILS (2 PER SF MIN.) OVER FELT MTL. LATH. lx2 P.T. a SEE FALSE BOT"iOM TRUSS WHERE/ SEE PROVIDE CONT. 3" WIDE R-30 BATT OR LAPPED NOT LESS THAN 1" � 2x8 PRE-PRII`fED SPRUCE ELEV" APPICASLE: ELEV" 2x8 PRE -PRIMED SPRUCE SCREENEp VENTS W/ WIRE BLOWN -IN INSULATION, FAST W! 3/8" HEAD GALV. FASCIA (SEE STRUCT. FOR 10.3" MIN. DEPTH NAILS (2 PER SF MIN.) FASCIA �` ATTACHMENT) 1/0" MAXOOPNGI�HR THROUGHOUT PROVIDE CONT. 3" WIDE FALSE BOTTOM TRUSS WHERE SCREENED VENTS W/ WIRE (SEE STRUCT. /2 H GH STRENGTH FOR ATTACHMENT) \ �\ RIGID DRYWALL STUCCO SOFFIT ON LEVEL ALL ELEVATIONS, AS PER APPICABLE I`1E5HI CORROSION TRUSS RETURN (ELEVATION FBC R80&. (SEE ROOF PLAN , RE51574NT 1/5" MAX OPNG. IX2 P.T. FIRE -STOP FOR VENTILATION REQ. & 1/2 HIGH STRENGTH STUCCO SOFFIT � CLG. A.F.F. )B) NOT LESS THAN 1/2" TOTAL THROUGHOUT ALL UNDERSIDE OF TRUSS TAILS CALCS.) (ELEVATIONS A, C 8 D) NOT \-SOND BE>c,M (SEE STRUCT. THICKNESS OVER FELT MTL. ELEVATIONS. AS PER FBC RIGID DRYWALL DWGS TOR SIZE AND REINF_) LATH. LAPPED NOT LE55 BOND BEAM (SEE STRUCT. - RU. (SEE ROOF PLAN LE55 THAN 112" TOTAL THAN 1" FAST W/ 3/8" HEAD DWGS FOR SIZE AND REINF.) IX2 P.T. FIRE -STOP FOR VENTILATION REQ. S THICKNESS OVER FELT MTL. \`-R-4.1 FO L INSULATION GALY. NAILS (2 PER TRUSS CLG. �8'-0" A.F.F. a CALCS.) LATH. LAPPED NOT LESS MIN.) PROVIDE CONT. 3" WIDE R-4.1 FOIL INSULATION THAN 1" FAST W/ 3/8" HEAD PRECAST LINTEL (SEE STRUCT.tE SCREENED VENTS W/ WIRE PRECAST LINTEL (SEE STRUCT. GALV. NAILS (2 PER TRUSS DWGS. FOR 51ZE AND REINF.) - BOND BEAM (SEE STRUCT. MIN.) PROVIDE CONT. 3" WINDOW ATTACHMENT AS MESH GRROSION RESISTANT 1/8" MAC OPNG. THROUGHOUT WINDOW FOR SIZE AND REINF.D ) WGS FOR SIZE AND REINF.) WIDE SCREENED VENTS W/ ~ER M,4NUf=ACTURER'S ALL ELYgTIONS. AS PER WINDOW ATTACHMENT AS PER WIRE MESH CORROSION SPECIFICATIONS F5C ROO&. (SEE ROOF PLAN MANUFACTURER'S RESISTANT 1/0" MAX OPNG. -ORMEF AND POURED FOR VENTILATION REQ. SPECIFICATIONS 2 COATS, THICK STUCCO THROUGHOUT ALL CONCRETE SIL_ (SEE STRUCT. CALC5.) FORMED AND POURED ` FINISH APPLIED DIRECTLY TO ELEVATIONS. AS PER FSC DWGS FOR REINF) MASONRY OR STONE VENEER ROC . (SEE ROOF PLAN 2 COATS, 2" THICK STUCCO DWGSRFOR REINF,)SEE STRUCT. FOR VENTILATION REQ. IX2 P.T.=ERR NG FINISH 4RPLIED DIRECTLY -_ ATTACHEp CALGS.> 4 TO MA50NR�' OR STONE IX2 P.T. FURRING PER MANUF. RECOMMEND. 2X4 P.T. 5L<G VENEER 2X4 P.T. SLKG SEE STRUCTURAL PLANS ATTACHED PER MANUF. . SEE STRUCTURAL PLANS la° RECOMi MEND. 3" GYPCRETE TOPPING ON 4" GYPCRE TE TOPPING ON \ \ - \� ' `' HIND OR 4" �� 2 COATS, 2" THICK STUCCO - a PLYWOOD SHEATHING OR �" 2 GOATS, 2°' THICK STUCCO P� WOOD SHEAT FINISH APPLIED DIRECTLY EDGE GOLD PANEL (SEE FINISH APPLIED DIRECTLY EDGE GOLD PANEL TO MASONRY OR STONE VENEER STRUCT URtiL PLANS) TD MASONRY OR STONE VENEER SEE STRUCTURAL PLANS ATTACHED PER MANUF. RECOMMEND. 9 ATTACHED PER MANUF. RECOMMEND- ---2ND FLOOR TRUSS TOP OF 2ND FLOR TRUSS LEDGER (SEE STRUCT. DWGS• - TOP OF SEE STRUCTURAL LEDGER (SEE STRUCT. DWGS. - �5EE ; 5EAM SEE STF4PUCTURAL FOR ATTACHMENT) OND BEAM PLANS FOR FOR ATTACHMENT) 5EE ELEVATIONS ATTACHMENT . =LEVATIONS .a PLANS FOR ATTACHMMENT 4 TRU55 LAYOUT ! TRUSS LAYOUT / ENGINEERING FOR ENGINEERING FOR ADDITIONAL INFO ADDITIONAL INFO CEILING HEIGHT CEILING HEIGHT SEE 1=LEVATION5 BOND BEAM (SEE STRUCT_- BOND BEAT" (SEE D REINF,/ . ;BOND BEAM (SEE STRUCT. SEE ELEVATIONS DWGS FOR SIZE AND REINF.i T �- BONDD MEAM (SEE STRUCT. DWGS FOR SIZE AND REINF.) 1/2" HIGH STRENGTH RIGID DWGS FOR SIZE AND REINF.) :2^ HIGH 5,RENGTH RIGID _ D DRYWALL WGD 5 FOR 51ZE ANREINF.) DRYWALL a,-O" WDW X2 P.T. FIRE -STOP _ �'-0" WDW HD. HGT. CLG. 6 ��'-0" A.F.F. HD. HGT. IX2 P.T. FIRE -STOP IX2 P.T. FIRE -STOP IX2 P.T. FIRE -STOP CLG. -@S'-O" A-F.F. I - � CLG. 4 E8'-0" A.F.F. � CLG. & �S'-0" A.F.F. �eO FOIL iNSUL,47ION I 1/2" THICK, 2 COAT STUCCO R-4.1 FOIL INSULATION FINISH APPLIED DIRECTLY \�- -RECAST LINTEL (SEE STRUCT. TO MASONRY OR STONE DWGS. FOR SIZE AND REINF.) VENEER ATTACHED PER MANUF. RECOMMEND. 1/2" THICK, 2 COAT STUCCO PRECAST LINTEL (SEE STRUCT. FINISH APPLIED DIRECTLY DWGS• FOR SIZE AND REINF.) WINDOW ATTACHMENT AS PER TO MASONRY OR STONE WINDOW ATTACHMENT AS PER 1''ANUFACTI RER'S VENEER ATTACHED PER MANUFACTURER'S 5PECIFICA7'ON5 MANUF. RECOMMEND. SPECIFICATIONS Al NON-STRUCTURAL METAL ROOFING ROOF SHEATHING (SEE STRUCT. 1!2" THICK, 2 GOAT STUCCO — - OVER #30 FELT TO CONFORM FOR PLYWOOD SHEATHING, 1/2" THIGK, 2 COAT STUCCO FINISH APPLIED DIRECTLY 457M D 22r,, TYPE #2 NAILING SPACING AND TYPE). FCRMED AND POURED FINISH APPLIED DIRECTLY TO MASONRY OR STONE �� / CONCRETE SILL TO MASONRY OR STONE 2x4 INSULATION STOP BETWEEN VENEER ATTACHED PER VENEER ATTACHED PER 8 FD RMED AND POURED IX2 P.T. FIRE -STOP (SEE STRUCT. DWGS. FOR REINF.) MANUF. RECOMMEND. CONCRETE SILL EACH EACH TRUSS WITH I" MIN SPACE MANUF. RECOMMEND. BETWEEN INSULATION AND ROOF -8" CMU (SEE STRUCT DWGS. a (5EE 5TRUC7. DWG5, FOR REINF.) R-30 SATT OR SHEATHING FOR VERT. AND HORIZ, REINF.) 1x2 P.T. FUR:R!NG 5TRIP5 a 24" BLOWN- IN O.C. INSULATION EM5ED. STRAP (5EE STRUCT FOR 1x2 P.T. FURRING j . ' TYPE, SIZE, # OF NAILS 4 DETAILS). 8' CMU (SEE STRUCT DWGS. 1a.3" MINDEPTH i STRIPS 'a) 24" D.C. FOR VERT. AND HORIZ. REINF.) 1/2" HIGH STRENGTN PRE-ENG WD" TRUSS 24" O.G. MAX. 1/2" GYP. WL. BD. ut i2` GYP. Wl_. BD. RIGID DRYWALL <.e / �- 0 - WOOD BASE e z 0 N eo° ,/�- WOOD SASE N FLR_ 5RC;.IHGT ff N_ IX2 P.T.URRING — u� ---- / X2 P.T. FUF:*�ING U SEE ELEV S p _ O la � � O BOND BEAM GALY. METAL DRIP EDGE �- 01-011 (SEE STRUCT. SEE ELE ° n ° ° FIN. FLR- STUCCO STOP ---- ° ° FIN. 1=LR. ° ° ° ° a DWGS FOR SIZE lx2 P.T. ° a a a e� CxRADE - - -- ° AND REINF.) j 2xO PRE -PRIMED SPRUCE ° ° _ -- ° MONOLITHIc� CONC. FOOTING - ° ° MONOLITHIC GONG. FOOTING - © ° FASCIA (SEE STRUCT. FOR SIZE, a (SEE STRUCT. PLANS FOR SIZE ° (SEE STRUCT. PLANS FOR SIZE ° MATERIAL AND ATTACHMENT) ° GRADE a AND REINF,) ° ° ° ° °° GRADE GRADE AND REINF.) - - ° °- STUCCO SOFFIT ON LEVEL TRUSS ° NOTE: PROVIDE TERMITE RETURN e (ELEVATION B) NOT LESS NOTE: PROVIDE TERMITE TREATMENT SELOW SLAB THAN 1/2" TOTAL THICKNESS OVER FELT TREATMENT BELOW SLAB MTL. LATH. LAPPED NOT LESS THAN 1" 8 FAST W! 3/8" HEAD GALV_ NAILS (2 PER TRUSS MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W! WIRE MESH 2-STORY ]BLOCK WALL SECTION CORRO510N RESISTANT I/8" MAX OPNG_ THROUGHOUT ALL ELEY,470N5. A5 PER � � STORY BLOCK WALL � �J � `T � (� =1 —�' F5C RBO&. (SEE ROOF FLAN FOR _ (I\MN— FIRE RATED) SCALE, 3i� —I —� VENTILATION REQ. 4 CALCS.) (NO NiILL������� rA\-,\CANTIL:EVER TRUSS SECTION (NON —FIRE RATED) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A.B.DRAMNG DESIGN GROUP DRAFTING 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 2, z u q Q aty- m W � w q Q SUBDIV. & LOT: RIVERBEN IJ LOT #23 SCHEME # 15 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: FAIRFIELD 9 9 PLAN 2 1' 6 511 ELEV. 1� GARAGE �SWING: ,EFT PAGE: 1MO NO L IIII L IC 2—STORY T V 7 A�J �J ARCHITECT. STATE OF FLORIDA 01G A R C H I T E C TS 5'T' OL DEFINITION NOTES EQUIPED WITH GROUND 125V OUTLET FAULT INTERUPTER / 20 AMP (TAMPER RESISTANT T`'PE ) EQUIPED WITH GROUND FAULT INTERUPTER 110V OUTLET (TAMPER RESISTANT TYPE) 110V OUTLET EQUIPED WITH GROUND 1/2 OF OUTLET FAULT INTERUPTER WIRED TO SWITCH (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULT INTERUPTER 110V OUTLET (TAMPER RESISTANT GI TYPE) 220V OUTLET 4 1LJIRE CONNECTION EXTERIOR WATERPROOF OUTLET GROUND FAULT PI ly�}� W/ PLASTIC INTERRUPTER BUBBLE COVER SWITCH �3 SWITCH 3-WAY OPER. �4 SWITCH 4-WAY OPER. SWITCH DIMMER 9 WALL MOUNTED LIGHT 3:� GEILING LIGHT OuP VAPOR PROOF LIGHT ORECESSED CAN 0 4" MINI -RECESSED GAN VENT. FAN I CFM PER SQ. FT. I CFM PER VENT. FAN W/LIGHT SQ. FT. �- 3 BULB LIGHT STRIP -� 2' LIGHT STRIP 4' LIGHT STRIP 2-5UL5 WRAP 4' FLUORESCENT LIGHT AROUND 2' RECESSED 2-5UL5 WRAP C� FLUORESCENT LIGHT AROUND ® SECURITY SYSTEM PANEL GT STRUCTURED CABLE 8 PANEL INCLUDES OUTLET ® PANEL METER SD SMOKE DETECTOR GATT. BACK-UP W/ HARDWIRE INTERCONNECTED GATT. SACK -UP W/ SD.4C❑ HARDWIRE INTER- CAR50N MONOXIDE/ CONNECTED SHALL SMOKE DETECTOR COM50 5E A DISTANCE OF NOT LESS THEN 4" FROM WALL I' TELEPHONE JACK WATER HEAT. lll/H D I5CONNEGT A/C AIR_ COND. DISCONNECT 7v TELEVISION JACK 95' A.F.F. 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 5E SUPPORTED IN O W/ 3-WIRE FOR ACCORDANCE W/ 50X OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM AK AUDIO CONTROL VOLUME CONTROL KEYPAD I-QQ F.5 PUSH- 5UTTON FOR CHIMES EXTERIOR WALL IRRIGATION TIMER AND MOUNTED WEATHER RR CONTROL BOX PROOF LOW VOLTAGE BOX EXTERIOR WALL O THERMOSTAT MOUNTEDER PROOF LOW VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER /D BOX PROOF LOW VOLTAGE BOX CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD FLOOD L IGHT PENDANT L IGHT OVER —� CABINET LIGHTING SURROUND SS SOUND DROP COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER WALL MOUNTED COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER WM WALL MOUNTED TV COORDINATE PRE -WIRE IN5TALLATION W/ MANUFACTURER GOORD INATE UNDER CA5INET INSTALLATION W/ LIGHTING MANUFACTURER (2) DEDICATED - OUTLET5 5EHIND 5A5E CABINETS CEILING - UJAR A24 NOTE: A24 �- PROv. ELEG FOR 1ROLL-17)OUN \\ A24 =1H5 SCREENS AT LANAI - ----- - - - --- �� I Ag -MOTORIZED A91 /" COVERED SHADE 16:2 I A1� I �-' LANAI PRE -WIRE I A17 /A24` 4 CASUAL A24 I >D 424 �� = O Ali DINING v A11 '�`' /;' � MA-5 A31 O / WP GF WP L' Y �� U 52 -F,_ F. WEATHERPROOF) SPKR STU5 OUT RG 6 5TUE3 OUT FUTURE OODOOR C,45ANA U 52 V. I --�1-I - CAT 5E _ _ pw ATH 4 , 5� _ �--� PROVIDE ��.c. -I _ _ - -- �- - = _- n 52 �., r 52 Y-� LIGHTING AT \ , A9 KITCHEN=}� _L - An A19 (- --% A29', DISP SWITCH All - MASTER 1.. " tTl F SD/CO A11� INSTALLED A� _ �--- SUITE � INSIDE CAB. 6 Ali \,I� I` --- A15 Ala 52 56� O A29�7J 1-I 0 F / 5� 5ro - SD I OUTLET \ _ FOR D15P. GREAT ROOM CENTER \ y' SPEAKER PRE -WIRE B B(o I Aill'a� 80XE5 419 FOVE A15 LOW -FUTURE FLOOR - / SP A1-I Al J1� Ali K TCHEN STANDING SPEAKER �.��---- �-� '�✓" B6 �� % B2/. - �� �� ISLAND OUTLET SP ' DCOOKTOP � -1 ,s 52 A23, OUTLET FOR HOO, W/ HOOD Al2 All � � �� � � A29 HGT. AS PER MAI SPEC. FOR HOOD GF A OUTLET MA-1 W-lBEDROOM 5 i_ I FvOR' D.W. A_5 3GF- I Al�i -O- `52 - - -_ - 52 MA 3R -NF 5ro 5(o KITCHEN DBL. - A2g- A11 Z A1� A15 - COND. — - -- _ - �\ OVEN F :- �J �� S.D.F , Al >4 A35 _ - — — l REF. 3 OCO � L - - W -�54� WH 5UILT IN A13 _�li CHIMES ,- A29 WALL A19 A15 / 54 A6 ; I5CONN. - --- \ T �I MOUN D. - PAN 'RY �`-,� GPI use AFCI - MASTER (_n� jm � --- S' OR.`�7 I TQ IGHT �- ri A2 MA-2,4 502 NF NEi" IA 3R AHU / A13 439,41 �T rrt -- A2 fI) A25 \ A9(� DED. GP - - -- - -- GFI 44'A.F.F. LAUNC �AIB \ P.G. LIGHT I \ W/SWITCH25 P.B. FOR - GARAGE DR. � DINING IN ATTIC - - `?PENER ROOM SHA 'E FDRE-WIRE HOMIRERUN "FIELD - VERIFI' ELECTRIC" I vP ��� B4 BATH ' 54 T PWDR A2� r ' Alt czF1 J FOYE A13 �. 1 64 54 J54 All A131LH T'I E ER (L A25 W.I.C. 54 _ FIELD -- VERIFI' w AAleFI - ' LOCATION IQ Alm CLG. (L -- / OUTLET FOR 421 FOR GARAGE 00 D R -- - - - - --- _ - _ -HIMEs HALL -- — ---i =-- —I - I -A2& WF' COVERED' _ \ I - SPRINKLER � ATaT ENTRY A24 �-,� A24 �-r1 �` A21� ALARM �FA21 !ram GFI A2', F'ANE1_ A21 21 LAUNDRY '- -- - �J- _ l_ - _ A21 BULK L IGHT - — - 42- 4 COAO-1 LIGHT • ELECTRICAL CONTRACTOR SHALL VERIFY WITH MECHANICAL CONTRACTOR AL REQUIREMENTS FOR THE A/G UNIT. • SHALL VERIFY EXACT BREAKER AND WIRE SIZE F RIOR TO ORDER ANY EQUIPMENT AND NOTIFIED ENGINEER OF ANC- DISCREPANCY FIKST FLOOR ELECTRICAL PLAN A14,I6 Ala I ROOM 3 - A _ _r _ _ GOACH A25 LIGHT GPI F \� 4 °A.F.F. I P.B. FOR A25] P.C. LIGHT (GARAGE DR. \ W/SWITCH jOPENER �\ IN ATTIC I I I I � I I i � I A24�1 COACH I-IGHT A22 CL. OUTLET FOR GARAGE A25 DOOR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com DRAFTING BY: -041) 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 004 SUBDIV. 8c LOT: RIVERBEND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: FAIRFIELD "PLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN JUL 12 2U16 1 LL U16 I7 A SCALE:' CALE: 44,EL Afr SHEET NO tP El 6 A R C H I T E C T S LCTf CAL LNG 5'I' 50L DEFINITION NOTES EQUIPED WITH GROUND 125V OUTLET FAULT INTERUPTER / 20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULT INTERUPTER IIOV OUTLET (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND 110V OUTLET FAULT INTERUPTER 1/2 OF OUTLET (TAMPER RESISTANT Vj WIRED TO SWITCH TYPE) EQUIPED WITH GROUND FAULT INTERUPTER 110V OUTLET (TAMPER RESISTANT 6FI TYPE) 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET GROUND FAULT WPI W/ PLASTIC INTERRUPTER BUBBLE COVER SWITCH �3 SWITCH 3-WAY OPER. 1�4 SWITCH 4-WAY OPER. SWITCH DIMMER WALL MOUNTED LIGHT CEILING LIGHT OVF, VAPOR PROOF LIGHT @O RECESSED CAN 0 4" MINI -RECESSED CAN VENT_ FAN 1 cFM PER cJ. Q. FT. 1 CFl I PER VENT. FAN W/LIGHT 5Q. FT. 3 BULB LIGHT STRIP 2' LIGHT STRIP 4' LIGHT STRIP 2-BULB WRAP ® 4' FLUORESCENT LIGHT AROUND 2' RECESSED 2-51_11_5 WRAP FLUORESCENT LIGHT AROUND SECURITY SYSTEM PANEL CT STRUCTURED CABLE 6 PANEL INCLUDES OUTLET © PANEL g METER SD SMOKE DETECTOR BATT. BACK-UP W/ HARDWIRE INTERCONNECTED BATT. BACK-UP W/ SD.4C❑ CARBON MONOXIDE/ HARDWIRE INTER - CONNECTED SHALL SMOKE DETECTOR COM50 BE A DISTANCE OF NOT LESS THEN 4" FROM WALL I' TELEPHONE JACK WATER HEAT_ W/H DISCONNECT A/G AIR. COND. DISCONNECT 7V TELEVISION JACK g5' A.F.F. 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 AK AUDIO CONTROL VOLUME CONTROL KEYPAD APB. PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRRIGATION TIMER AND MOUNTED WEATHER IRR CONTROL BOX PROOF LOW VOLTAGE BOX EXTERIOR WALL O THERMOSTAT MOUNTEDPROOF-LOW ATHER VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER /D BOX PROOF LOW VOLTAGE BOX CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD FLOOD L IGHT PENDANT L IGHT OVER CABINET LIGHTING SURROUND SOUND DROP COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER WALL MOUNTED COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER WALL MOUNTED TV WM PRE -WIRE INSTALLATION W/ MANUFACTURER COORDINATE UNDER CABINET INSTALLATION W/ LIGHTING MANUFACTURER SPEAKER PRE -WIRE 18" BELOW FINISHED CEILING B3 \\ BEDROOM #3 C 53 429 BATH 4 �r B3 I B9 �^ 59 MOTORIZED MOTORIZED SHADE 16:2 SHADE 16.2 PRE -WIRE PRE -WIRE MA-5' SPEAKER PRE -WIRE 10" BELOW FINISHED GE IL ING BEDROOM 2 / 51 / qp 51 0 B_ _ A`- CBELOW� GFllr, BS = All B1, A11 B11 OUTLET L GF 1 FOR U.C. - - REF IB_ BATH IGHT W/ 3 P.C. - s �— L - __ SWITCH IN - BS I �/�-'1`'- ---___ -(&—` AAT2T9IC�S A29 HALL --- - -- B5 - A29 GEIL ING z 4 B8� .1a 8 U�> A40,42 -- TO SWITCHAHu- - CBELOWa TO 8LUITc:H/ B- -- � I TIN — B5 D I SGONN. - ' 55 OUTLET — /- } BEDROOM 4 \ /-,L r,1 W.I.C. '1 �51 B7 / B B� B5 B-1 ❑ I LOFT I - / i n SPEAKER PRE-W1RE 18" BELOW FINISHED CEILING B11J 511 v. BONUS ROOM B11 r r TO SWITCH Bil _ - B� /512 MA-5ff �' WP GFI � ' COVERED/ / 59 1 BALCONYSg 5 9 }`-g SECOND FLOOR ELECTRICAL PLAN �A29 311 S D I tI F 60" A.F.F. SPEAKER PRE -WIRE 18" BELOW FINISHED CEILING Den Gsigroup Inc. .441 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 SUBDIV. & LOT: RIVERREND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: FAIRFIELD "PLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL FLAN ARCHITECT: STATE OF FLORIDA JUL 12 N16 PLA �! 1 DAB SCALE: AS NOTE SHEET NO: 2 3 El A M I 8. 9. 10. IL 12. 13. 14. 15. M 1_1 ELECTRICAL NOfiE5 THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) NFPA-70, THE LATEST EDITIONS OF ALL LOCAL CODES, RULES AND ORDINANCES HAVING JURISDICTION AND FBCR 2014, STH EDITION ELECTRICAL PROVISIONS. ALL EQUIPMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST BE APPROVED BY UNDERWRITERS LABORATORY (U.L.), OR ANY NATIONAL RECOGNIZED TESTING AGENCY. 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. 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_ ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK A. ALL CONDUCTORS SHALL BE COPPER TYPE THWN OR AN ALUMINUM EQUAL ALTERNATIVE EXCEPT AS OTHERWISE NOTED. B. MINIMUM WIRE SIZE SHALL BE 014 A.W.G. UNLESS OTHERWISE NOTED. C. LOAD CENTERS AND PANELBOARDS: a. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS 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. s. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BREAKERS. F. A.I.G. RATINGS SHALL BE AS INDICATED ON PANELBOARD 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 ACCEPTABLE FOR USE 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 5R,4NCH CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONGEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED E23Y 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 CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE AND CABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE LOCATION AND ANY OTHER REQUIREMENT. SERVICE ENTRANCE ELECTRICAL EQUIPMENT SHALL BE AS SPECIFIED ON PLANS_ ALL OTHER DEVICES DOWNSTREAM OF MAIN BREAKER TO BE 12K AIC RATED UNLESS OTHERWISE NOTED. BEFORE ANY ELECTRICAL EQUIPMENT INSTALLATION, CONTRACTOR SHALL FIELD VERIFY THE SIZE OF THE FEEDERS AND OVER CURRENT PROTECTION DEVICES WITH MANUFACTURER'S EQUIPMENT SPECIFICATION. PROVIDE DISCONNECT SWITCHES FOR A/C EQUIPMENT AND PUMPS PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFI) AS PER NEC 210-5(a). THIS SHALL INCLUDE BATHROOMS, GARAGES, OUTDOOR RECEPTACLES, KITCHENS AND AT WET BAR SINK ARE, AS APPLICABLE_ PROVIDE COMBINATION TYPE ARC FAULT PROTECTION CIRCUIT BREAKER (AFCI) 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. PROVIDE PRE -WIRED TELEPHONE AND CABLE TV OUTLETS AS SHOWN ON PLAN OR AS IDENTIFIED ON OPTIONS SHEETS. SMOKE DETECTORS SHALL HAVE A SELF CONTAINED BATTERY BACK UP AND BE CONNECTED TO LIGHTING CIRCUIT AHEAD OF SWITCHES. 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 DOORS. CONTRACTOR SHALL VERFY IN FIELD HYDROMASSAGE BATHTUBS SHALL BE INSTALLED AS PER NEC &aO a. ACCESSIBILITY SHALL BE PROVIDED AS PER NEC 600-13 b. ALL METAL PIPE SYSTEM, METAL PARTS OF ELECTRICAL EQUIPMENT, AND PUMP MOTORS ASSOCIATED WITH THE HYDROMASSAGE TUB SHALL BE BONDED TOGETHER USING A COPPER BONDING JUMPER, INSULATED, COVERED OR BARE, NO SMALLER THAN # a SOLID AS PEf NEC 600-14 ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED BELOW, UNLESS SPECIFICALLY NOTED OTHERWISE: a. GENERAL PURPOSE RECEPTACLES: 10" AFF TO BOTTOM OF FIXTURE b. LIGHT SWITCH: 44" AFF TO BOTTOM OF FIXTURE 10. LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL BE SUITABLE FOR WET LOCATION (SHOWER TRIM). 19 ALL RECEPTACLES SHALL BE TAMPER RESISTANCE. 20. A MINIMUM OF -15% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS OR A MINIMUM OF 759. OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. EXCEPTION: LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UTILIZE HIGH -EFFICIENCY LAMPS. 21. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED. 1=15C-R402.4.5. AUL T C;UfRfRENT CAL CUL AT f Off, FPL TRANSFORMER 100 KVA Fla (100 KVA) = 411 A 8 240V,10: I LET THRU = 4111Z(L6) = 42,119A IT IS: *1 NUMBER OF CONDUCTORS PER PHASE. 2 CONDUCTOR LENGTH 'L': 40' CONDUCTOR C VALUE: 1,433 2 x L x I __ 2x40x42,119 F = 7,493 x 240 = 1.9023 C x EL-L M = I = I = 0.3445 1 +F 1 +1.9023 1SCA = AVAILABLE FROM UTILITY x M = 42,179 x 0.3445 = 14,739 At-*IPS USE 22K, A.I_C. RATED AT THE SERVICE USE 10K, A.I.G. RATED AT PANELS GARAGE PANEL PANEL A B 20DA IODA M.L.O. M.L.O. N NOR GROUND L INE OUTSIDE WALL 300 AMP METER COMBINATION 120/240, 1PH, 3W, NfFMA 3R N1Er-1,4 3R 10014 200A MAIN MAIN BREAKER BREAKER B A EXTERIOR GFI RECEP. 120/240 V. UNDERGROUND ELECTRICAL SERVICE FROM UTILITY COMPANY 11flu ER a NIEI 1,4 3R (D3*2/0 Cu, THWN O3 3*4 Cu, THWN +10ro Cu (G) IN 2" CONDUIT +I*'ro Cu (G) IN 2" CONDUIT OR OR 3*4/0 AL, THWN 3 6 Cu (G02 AL, � N 2" CONDUIT +1% Cu (G) IN 2 CONDUIT Q3*12 Cu, THWN IN 1/2" CONDUIT CABLE / TV WEATHER PROOF BOX PHONE / DATA WEATHER PROOF BOX INTERSYSTEM BONDING TERMINAL AR LOW VOLTAGE CONNECTIONS *4 CU TO C.W_P. WHEN METALLIC WATER PIPING IS USED / I_ 0 11 CM IN.) 0X10'-0" COPPER CLAD GROUND RODS DRIVEN INTO GROUND NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UJ/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS, LOCAL CODES, AND THE LOCAL POWER CO. Wire #6 #12 Pole Bkr 2 50 1 20 WP Panel AI - PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN; 200 Amp IIVI.C.B FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #4/0 AL THWN & 1- #6 CLI (G) in 2" h�a. Description Watts Circuit Circuit Watts Description A/C CU-1 6888 _ 1 2 4992 A/C CU-2 3 4 Exterior Receptacle 1200 5 6 1000 S rinkler Space 7 8 Space Bkr 30 20 Pole 2 1 Wire #10 #12 PANELw, A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 200 Amp IIVI.L 0 FEEDER: 3- #2/0 Cu THVVN & 1- #6 Cu (G) in 2" C. OR 3- #4/0 AL THWN & 1- #6 Cu (G) in 2" Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliances 1500 1 2 4 12000 Cooktop 60 2 #4 #12 1 20 Microwave 1800 3 #12 1 20 Small Appliances 1500 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1200 —5 7 8 #12 1 20 Dining / Casual Dining Rece . AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI rece talces 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Din. Lts / Foyer/ Hall #1 / Pan. AFCI 1000 13 14 5000 Dryer 30 2 #10 #14 1 15 Great Room Lights AFCI 1000 15 16 #14 1 15 1 Kitchen Lights / Cas. Din. AFCI 1000 17 18 1 1500 Washer GFI 20 1 #12 #12 1 20 Great Roorn Receptacles AFCI 1200 19 20 1000 Garage #1 Door O ener GFI 20 1 #12 #12 1 20 Laundry and Bulk Room AFCI 1200 21 22 1000 Garage #2 Door Opener GFI 20 1 #12 #12 1 20 Hood Fan 1200 23 24 1200 Exterior Lighting 20 1 #12 #12 1 20 Garage Lights & Receptacles 1500 :Z5 26 1000 AT & T GFI Receptacle 20 1 #12 #12 1 20 Hall #2 1st Floor / PWCR AFCI 1000 27 28 1500 Dedicated Garage Receptical 20 _ 20 1 1 ` #12 #12 #14 1 15 SD & S/CO AFCI 1000 29 30 1500 Dedicated Casual [dining Rec ptical #12 1 20 Dedicated Casual Dining Rece tical 1500 31 32 Space S ace 33 34 Space #6 2 2 50 Double Electric Oven 9000 35 36 Space 37 38 Space #6 50 A/C AHU-1 Heater 8 KVA at 65% 7566 N. C. 39 40 4524 N. C. A/C AHU-2 (Heater 5 KVA at (;5%) 30 2 #10 41 42 Load su�2ct to d nand factor calculations / line 30500 Demand Factor Calculations: Total load subject to demand factor 644 )0 First 10000 watts at 100% 10000 -Remaining watts at 40% _ 21760 Total A/C load 12090 Future Growth = 10% 4385 Total Connected Load Watts 48235 Total Amps watts / 240 volts 201.0 PANEL - B PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 PIS FEEDER: 3- #4 Cu THV'JN & 1- #6 Cu (G) in 2" C. OR 3- 339:O Load ;object to d2rr>�nd factor calculations /line ABBREVIATIONS: I AFCI: ARC FAl.1LTCIRCUIT iNTERRUF'TER NC: NON-COIN(,IDENT LOAF) GFI: GROUND FAULT INTERhUPTER LOAD CALCULATION IS BASED ON I A/C: NON -COINCIDENT LOAD MAIN: 100 Amp M.L.0 #2 AL & 1- #6 Cu (G) in 2" Cr Wire Pole Bkr Description Watts Circuit Circuit Watts Description -_ Bkr Pole Wire #14 1 15 Bed #2 / Bath #3 AFCI 1000 1 2 1000 Master Bedroom AFCI - Master Bathroom AFCI / W.I.C. Bed #5 / Bath #4 AFCI Hall #3 2nd Floor AFCI 15 1 #14 #14 1 15 Bedroom #3 / Bath #4 AFCI 1000 3 4 1000 15 1 #14 #14 1 15 Bedroom #4 AFCI / W.I.C. 1000 5 6 1000 15 1 _ #14 #14 1 15 Loft AFCI 1000 7 8 1000 15 1 #14 #14 1 15 Covered Balcony 1000 9 10 Space #14 1 15 Bonus Room AFCI 1000 11 12 1500 Wet Bar Rece Bonus 20 1 #12 #12 1 20 Frame Recep. Bonus R`Do ;1 1200 13 14 Space Space 15 16 Space Space 17 18 Space Space 19 20 Space Space 21 22 Space Space 23 24 Space Space 25 26 T 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 S ace 39 40 Space Space 41 42 Space Load subject to demand factor calculations / line 1 7200 5500 Load subject to dernand factor calculations / Nine Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 12700 First 10000 watts at 100% 10000 Remaining watts at 40% 1080 Future Growth = 10% 1108 LOAD CALCULATION IS BASED ON A/C: NON -COINCIDENT LOAD Total Connected Load Watts 12188 Total Amps watts / 240 volts 50.8 _ General Lighting & Receptacle Load Total A/C Square Feet -- 4392 General Lts & Rec 3 W / Sq. Ft. 13176 Hi -Hats 52 at 65W/Light at 100% 3380 _ Total General Lights & Rec Watts 16556 Ckts# atts/ck Total watts General Lts & Rec Panel A 6 1035 6209 General Lts & Rec Panel B 10 1035 10348 ® R C W IT F C T C G pDes n 1 0 u Inc. 1441 N. RONALD REAGAN BLVD. 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 146._954 "708-2468 FAX ®rrs®rr�®e SUBDIV. Sc LOT: RIVERBEND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: F'AIRF'IELD "PLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: ELECTRICAL PANEL AND RISER AR('HITECT: STATE OF FLORIDA LOA 9 S C ALE • "" SHEET NO: E2. 1 G,4TE 1r (T`I'P.) HEAT Ti ROUTE DRAIN livil"will "M [U1" I r->E!-IE= vAlvE 1 Y AN510N TANK 4 i=iRE55. RELIEF /E - A.5.1"I.E. ROUTE dG FULL SIZE TO IN PAN. H,4RGf= SHALL BE �LLED IN A 1" IANNER DOE5 NOT CAUSE TONAL INJUR"r TO Ji=ANTS IN THE .D 1,4TE AREA OR :CTURAL F-)X1,4GE -�E BUILDING. CONTROL VALVE HEATER DETA- (P-) N.T.5_ 66 "x32 " 5HUJR. coND; 3/4" F 8 T RELIEF PIPE TERMINATE (o" ABOVE F.F. —I, CASUAL HB FIRST FL001� DRAINAGE PLAN SC,41.E: �� 10" AI SI-IO ER HE D ; 3 -6" -2" 66" 52" A R C H I T E C TS 4 Desio Grouirinc. L NALD REAGAN BLVD. OOD, FL 32750407-774-6078407-774-4078designgroup.com #: 0003325 DRAFTING BY: A.B. DIESIGN GROUP DRAFTING INC. 1191 EAST NEW PORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE kb 954 708-2468 FAX SUBDIV. & LOT: RIVERREND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: FAIRFIELD "PLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: FIRST FLOOR PLUMPING PLANT A R C WI T E C T S NOTE: THE INSTALLATION OF FIXTURES SHALL CONFORt"I WITH FBC (R) P2-105.1 NOTE: 5ANITAR't' 2" OR LESS 1/4" / FOOT SLOPE OVER 2" 1/8" / FOOT SLOPE PITCH TO BE UNIFOR1" 1 THROUGHOUT STRAIGHT RUNS MATERIALS: A. COLD WATER PIPING DOWNSTREAM OF WATER 1" 1ETER SHALL BE PVC OUTSIDE OF 5UILDING AND 5ELOW GROUND, FEX INSIDE OF BUILDING B. 5ANITAR*' WASTE SHALL BE F.V.G 5GH. 40 C. CONDENSATE DRAIN PIPE SHALL BE 5CH, 40, PVC PIPE AND FITTINGS D_ WATER RELIEF AND DRAIN LINE SHALL BE T Tf=E CFVC OR COPPER MIN. 3/4" DIA. FIXTURE WATER LAVATORT- 1/2" HOT- 1/2" GOLD 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 H.B. 1/2" COLD z FIXTURE SANITARY PITCH FIXTURE UNITS DBL SINK W/ DI5P. 1 1/2" Eu 4 D 15HWA5HER x SUB TOTAL = 4 >� FIXTURE SANITARY PITCH FIXTURE UNITS zWASHER 3" 1/8" 2 LAUNDRI' TUB 1 1/4" 1/8" 2 SUB TOTAL 1 1 4 FIXTURE SANITARY PITCH FIXTURE UNITS CQ L,4V,4TOR`' 1 1/4" x WATER CLOSET 3" w SHWR 1 1/2" 1/4" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS co LAVATOR`' 1 1/4" 1/4" 1 WATER CLOSET 3" 1/8" 3 w SHWR 1 1/2" 1/4" 2 SUB TOTAL = (o FIXTURE SANITARY PITCH FIXTURE UNITS LAVATOR T' 1 1/4" 1/4" 1 WATER CLOSET 3" 1/8" 3 r� TUB/SHWR 1 1/2" 1/4" 2 SUB TOTAL = 04 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATOR"r 1 1/4" 1/4" 1 o WATER CLOSET 3" 1/8" 3 SUB TOTAL = 1 4 a FIXTURE SANITARY PITCH FIXTURE UNITS PQ SINK 1 1/4" 1/4" 2 E E SUB TOTAL = 2 FIXTURE SANITARY PITCH FIXTURE UNITS x LAVATORI' 1 1/4" LAVATOR*' 1 1/4" WATER CLOSET 3" 1/8" 3 w SHOWER 1 1/2" 1/4" 2 TUB 1 1/2" i/4" 2 SUB TOTAL = 9 TOTAL = 41 PLUMBING SCHEDULE WATER NO. DESCRIPITION WASTE REMARKS P),I) COLD HOT WC WATER CLOSET 3" 1/2" — 128 GALLONS PER F LAV. LAVATORI' 1 1/4" 1/2" 1/2" 1.5 GPM 'm 60 F51 TUB/ TUB / SHOWER (2) 1 1/2" 1/2" 1/2" 1.5 GPM Aa &0 F51 SHWR G.T. GARDEN TUB (1) 1 1/2" 1/2" 1/2" 1.5 GPM Q &0 PSI 1.5 GPM 0 (00 FSI 1.5 GPM Is &0 FSI WATER FAr--OR OF Z LOWER (ENERG'l' SHWR SHOWER (1) 2" 1/2" 1/2" SINK KITCHEN SINK (2) 2" 1/2" 1/2" W CLOTHES WASHER (2) 2" 1/2" 1/2" STAR / WATER SENSE 6.5 GALLO1�5 PER C ERTIFIED) LE OR LESS DW DISH WASHER (2) 1" 1W — 1/2" (ENERGI' STAR / WA' UNDER CObNTER A5 : SENSE CERTIFIED) REF. REFRIGERATOR (2) — 1/2" — SELECTED f3"' OWNE IEGH SHOGK 4550RE TO EACH SUFFL i' (1) PROVIDE ANTI-SGALD VALVE. (2) PROVIDE I` PLUMBING LEGEND WASTE A/C LINES FROI"1 UNIT TO CONDENSER WILL 5E RUN OVERT -LEAD BEDROOM 3 TECH. COVERED LOFT COVERED BALCONY SECO"NI) FLOOR DRAINAGE PLAN BONUS ROOM 10" RAIN 5HOWER HEAD 141 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 GRJ207 DRAFTING IN 1191 EAST NEWP CENTER DRIVE, SUITDEERFIELD BEACH, FL(954)482-0957 OF954 708-2468 F SUBDI'V. & LOT: RIVERBEND LOT #23 SCHEME #15 170 MPH EXPOSURE C PROJECT# 03303.023 MODEL: F'AIRF'IELD 99 PLAN 2" 6511 ELEV. D GARAGE SWING: LEFT PAGE: SECOND FLOOR PLUMBING PLAN SELECTION BASE ON COMPRESSOR DATA DESIGNATION NOM TONS MODEL NUMBER RLA LRA HP-1 4.0 CH14NA0480OG 21.8 117.0 HP-2 2.5 CH14NA03000G 16.0 77.0 CONDENSING UNIT SCHEDULE FAN MOTOR EFFICIENCY H.P. AMPS SEER COP 1 /4 1.40 14.0 N/A 1/10 0.75 14.0 N/A SELECTION BASE ON FAN DATA DESIGNATION NON TONS MODEL NUMBER HEATER CFM SUPPLY CFM OA 1600 ----- AHU-1 4.0 FB4CNP060 8KW AHU-2 2.5 FB4CNP030 5KW 1000 ----- AC # I : 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 AC#2: PLENUM: 19"X 12" S/A SUCTION LINE: 3/4" COPPER W/1/2" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 COND. ACt TERMIP MIN. OFF W EXT SP IN WG FAN MOTOR H P AMPS 0.3 3/4 6.0 1113 2.8 0.3 ELECTRICAL DATA VOLT PHASE MCA MOCP WT(LBS) 230/1 28.7 50 221 230/1 20.8 30 172 AIR HANDLING UNIT SCHEDULE CAPACITIES (MBH) COOLING COOLING COOLING HEATING TOTAL SENS. LAT. TOTAL 44.5 34.125 10.375 45.0 30.0 22.5 7.5 29.6 FLEX DUCT LOCATION SHOWN /N PLAN IS SCHEMATIC AND TO BE ADJUSTED AT JOB SITE TO ACCOMMODATE FIELD CONDITIONS. 1 DUCT WORK DESIGNED AS PER ACCA MANUAL D. DIMENSION (L X W X H) 31 3/16 X 31 3116 X 31 13116 31 3/16 X 31 3116 X 39 118 STRIP HEATER (AUX) ELECTRICAL DATA HEATING HEATING K.W. STEPS VOLT HTR AMPS MCA MOCP HSPF TOTAL PHASE 8.2 25.9 7.8 1 230/1 32.0 48.5 50 8.2 16.4 4.8 1 230/1 20.0 29.0 30 NOTES: 1. POWER AND CONTROL WIRING BY ELECTRICAL CONTRACTOR. 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 LINKS TERMINATE MIN. 12" OFF WALL. 6. ALL CONDENSING UNITMIN. 12" CLEARANCE OFF EXT. WALL AND BETWEEN EACH OTHER. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED WITH 1/2" THICK ARMA FLEX 8. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE 9. THERMOSTATS TO BE DIGITAL PROGRAMMABLE. 10. REF. LINE INSULATION TO BE 1/2 " THICK ARMAFLEX:, AND PROTECTED FROM PHYSICAL DAMAGE. WHERE EXPOSED TO SUNLIGHT INSULATION TO BE PAINTED WITH PROTECTIVE U.V. COATING. 11. LOCKING ACCESS PORTCAPS ON REFRIGERANT LINES PER: 1411.6. COND. LINE _ AC#2 TERMINATE MIN. 12" OFF WALL WT. (LBS) DIMENSION(H X W X D) 157 49 5/8 X 21 1/8 X 22 1/16 122 49 5/8 X 17 5/8 X 22 1 /16 BROAN #688 EF-1 50 CFM W/4" O V.T.O. BROAN 84 EF-2 80 CFM W/4"O V.T.O. L CEILING JI STRUCTURE REF. LINES COND.' LINE TRAP "A SUPPLY �- AIR DUCT /. DUCT WORK IN CONDITIONED SPACE TO BE R-4.2 2. DUCT WORK IN UNCONDITIONED SPACE TO BE R-6. WATER SENSOR SWITCH ATTACHED AHU TO SECONDARY DRAIN OF AHU. SENSOR SWITCH IS WIRED INTO SYSTEM CIRCUIT TO SHUT SYSTEM OFF IF ALERTED BY SENSOR, THAT WATER LEVELS ARE HIGH. RETURN AIR �. ALUMINUM METAL STAND T C%AAn--nLi IA/ATC:D SENSOR DETAIL C/U TIE DOWN TO COMPLY WITH BCM 2014 301.15 APPROVED BMP TIE DOWN CLIP: ONE CLIP PER S] 2-1/4" SCREWS T 2-1/4" TAPCONS ' MIN. 4" SLAB BM P CLIP 2X4 PAD AT MIN FLOOD LEVEL GALV. CLIPS ELEVATION FLA PRODUCT APP.# FL1 4239=R3 CU MOUNTING DETAIL N.T.S. i 2ND FLOOR HVAC 4"MIN. 4"MIN. L-i Li PROVIDE 4%MI /UMCLEARACE ON ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER THAN AHU AS PER MI305.1.1 • Digitally signed by Dennis Duff Dennis DN: cn=Dennis Duff, o=Engineered Air LLC, ou=License CAC045860, Duff email c_v15 sd@engineeredairll c.com, c=US Date: 2016.07.08 15:07:49-04'00' THE DESIGN PLANS AND SPECIFICATIONS INDICATED 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. l DRAWING IS DIAGRAMMATIC AND ACTUAL LAYOUT j CAN CHANGE DUE TO FIELD CONDITIONS. PLAN HISTORY i PLAN STARTED 05.20.16 REVISED: BACKGROUND 07.08.16 z (D z 0 J J 14 _ DRAWING INFO CONTRACTOR INFO: 2520 N. ANDREWS AVENUE POMPANO BEACH, FLORIDA 33064 PHONE: (954) 974-7277 FAX: (954) 973-1883 STATE OF FLORIDA LICENSE # CAC045860 CAL ATLANTIC RIVERBEND 6511 DRAWING SCALE: LOT NUMBER: 3/16"=1'-0" 23 DRAWING COMPLETED BY: CAMERON G. DRAWING CHECKED BY: CHRIS W. DRAWING NUMBER: PAGE DESIGNATION: 210507 M 1