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Home My WebLink AboutCONSTRUCTION PLAN-ELEVATION -AA R C H I T A , r i , � g X - n 1 tea. �' ,;, '� -, Inc. rou 441 N. RONALD REAGAN BLVD. ALEXA Dv j' + �` LONGWOOD, FL32750 �U �fi „- ..E PH 447-774-6078 FAX 07-774-4078 r, 4 �„• r m' •- a www.a*� signgroup.com e d, R - ,- 332 AA°#� O00 5 DRAFTING BY: HE ❑ w. ' G D 2 V[ U/� D1QR ,. .. ;- s.. , ,rr. __ N GROUP � BD " TING INC. ST NEWPORT CENTERVE, SUITE 207 EERFIEL©' BEACH, FL 33442 (995)4 820,80957 OFFICE 2468 FAX FOR:-MESMEN , NDARD CIFIC 0 _♦: _ I,- �1 akin You 1 A�: g q , , i�i ♦ sl+e.nw.l., k ♦ ♦ - i. 825 �® CORAL RIDGE DR. CORAL SPRINGS, FL 33071 Tsl= (954) 575-7300 r . v yy u u - • STATE OF FLORIDA A SQ. FT. CALC.'S V CERTIFIED BUILDING CONTRACTOR: �� DRAWINGS," LIVING iSt FLOOR 3;r?+71 ' SQ. Ft. SHP]T a LIVING 2ND FLOOR 2,(095 SQ. F?.�� I STANDARD PACIFIC HOMES •- ,, ,,, , 825 CORAL RIDGE DR. PG Cl—COVER PAGE PG SO FOUNDATION/` FIRST FLOOR COLUMNS <* TOTAL LIVING 5,Vo6 5Q. FT. PG GN—GENERAL NOTES � CORAL SPRING'S FL, 33071 PGA Sl 1ST LF,VEL FLOOR, BEAMS & ROOF', ,,+ � I COVERED LANAI 215 SQ. Ft. PG A1—FIRST FLOOR PLAN PG S2 2ND `LEVEL FLOOR, COLUMNS, BEAMS r& r R TEL: (954) 575-7300 COVERED ENTRY Io8 SQ. FT. PG A2—SECOND FLOOR PLAN x STA PA :. PG SDl STRUCTURAL NOTES, MISC. SCHEDULE$ & 'S# SUBDI)7.-� LOT: TAILS 3 GAR GARAGE 7-16 50. FT, PG A2.1—DOOR AND WINDOW SCHEDULE PG SD2 WALL SECTIONS & TYPICAL DETAILS' COVERED BALCONY 222 SQ, FT. PG A3A—ELEV. "A" FRONT & REAR - I RTV �� " Q�3 PG A4A—ELEV. "A" LEFT & RIGHT , TOTAL 6,541 SQ. Ft. s • STATE OF FLORIDA PG A5A—DETAILS ELEV "A"jj ,a PROFESSIONAL ARCHITECT: PG Dl—DOOR & WINDOW ATTACHMENTS DETAILS & STAIR SECTION DETAILS 170 MPH EXPOSURE "C" PG D2—MONOLITHIC WALL SECTIONS &MISC. DETAILS Iw-PROJECT# JAMES CANTWELL 03303.0�3 AR No. 12079 PG D3—MONOLITHIC 2—STORY WALL SECTIONS PG E1—ELECTRICAL FIRST FLOOR PLAN n MODEL: A.B. DESIGN GROUP, INC. PG 'E2—ELECTRICAL SECOND FLOOR PLAN" ✓ iw „ '' t ALEXANDR�A 1441 NORTH RONALD REAGAN BLVD. PG E2.1 ELECTRICAL PANEL & RISER 6 �` w. LONGWOOD, FLORIDA 32750 , � � , , PG Pl—PLUMBING FIRST FLOOR PLAN Tel: (407) 774-6078 _ ELEVATION A PG .P2—PLUMBING SECOND FLOOR PLAN t ,r r Fax: (407) 774-40'78) GARAGE `SWING: PG Ml—MECHANICAL 1ST. AND 2ND. FLOOR PLAN LEFT I DESIGN CRITERIA• =? 6CANN , • FLORIDA BUILDING CODE (FBC) 2014 RESIDENTIAL • FLORIDA FIRE PREVENTION CODE 5TH EDITION C • NATIONAL ELECTRICAL CODE (NEC) — 2011 EDITION_,, ;Luto tsy ; T • FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS (y N f , I *ALL LOCAL AND STATE CODES cv *OCCUPANCY —RESIDENTIAL, GROUP R3411 *CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS B ARCHITECTS •BASIC WIND SPEED(VuLT)— 170 MPH EXPOSURE C ��. ��u:,, I�... , "' STATE OF FLORIDA el -STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES „ram *SEE STRUCTURAL DRAWINGS FOR MORE INFO , SPECIFIC PARAMETERS FROM FHC 2014 CH. R44 7 ,. USED FOR MANSORY AND WOOD: r` e • R301.1 EXCEPTION HIGH VELOCITY HURRICANE fir 1 I'\ ZONE DESIGN IS BASED ON CHAPTER R44 FOR J AR NOA2079 LL MANSORY AND WOOD. �rv;Ti • • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10 , P INT DATE: 06>/6SCALE: AS SHEET NO 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. GARAGES 1. GARAGE DOOR A. DESIGNED TO MEET REQUIREMENTS SET FOURTH IN FBC 2014. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 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 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 FOR FINAL 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 WITH THE FINISH FLOOR ELEVATION LOWER THAN THE PUBLISHED B.F.E. WITHIN A FLOOD ZONE, UNO. 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 A MINIMUM 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'-0" 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/2-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''/2-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 CAT II SAFETY GLAZING 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 AFLAME 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" 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, a" 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 DESIGN CRITERIA GROUND SNOW WIND DESIGN n Speed Topographic SEISMIC DESIGN , CATEGORY, SUBJECT TO DAMAGE FROM WINTER ICE BARRIER DESIGN NDER LAYMENT TEMP" FLOOD e HAZARDS AIR MEAN FREEZING ';ANNUAL INDEX' TEMP' - Frost line Weathering" Termite` LOAD (mph) effeds"INA) depth' REQUIRED' NA See Fig. R301.2(4) NA Negligible NA Hearyyy NA NA NA ABBREVIATIONS ABV. ABOVE FR. DR. FRENCH DOOR A/C AIR CONDITIONING FTG. FOOTING R. RISER ADJ. ADJUSTABLE RAD. 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 R.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 PR 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: I RE: FBC 5TH EDITION (2014) FLORIDA BUILDING CODE 1. ALL GLASS DOORSM/INDOWS 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-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. /Desifln Groutnc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77"078 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 1 SUBDIV. & LOT: RIVERBEND LOT #13 170 MPH EXPOSURE "C" PROJECT# 03303.013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT: pEC 1I PRINT 06/27/16 DATE: ,,,.- SHEET NON JL V 641-011 WALL LEGEND INTERIOR BEARING, WALL EXtERIOR �ID BEARING WALL SEE ELEVATION FOR BEAM HEIGHT STAIR DATA a0 RISERS � �.0�5" 15 TREADS m 10" SEE SHEET DI FOR STAIR SECTIONS Al DETAILS uui LL z � c o- 3-1/2° VARIES 1/421'tF�Zl 3-1/2" I' L WALL (SEE FLR. PLAN) N Mai TOP PLATE pmzrivoil R.' LELEC. OUTLET PER ELEC. CODE At PARTITION END (�A ]KITCI�EN IS�,ANID �'LOW�7��]�IJ COUNTER TOP SCALE: 1/2 ° = I' -0' AND MALLER 3'- 1" TO 1'-01" T' I" ,AND LARGER IF' W/ PLAN VERIFY W/ PLAN VERIFY W/ PLAN TMP ARCH DETAILS SCALE: I - NOTES: WHEN AN S" OR 12' RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN 2"-01 THEY NEED TO ALL HAVE THE LARGER RADIUS. I8, _ 4" 451-01i 91-211 91-21' 41-3 1/211 II'-10 1/2" 1, 8' 0" l 191-611 X- H v EGRESS Cs_ - - - - - - - - - - `r N II'-2" CLG. iJ Ir------ ----,I = — ----- ------------------- I. m 14'-511 11 3'-011 I rYP) 110'1G. ° °O - n I t (PAVERS) CTYPJ CASUAL A S COVERED j I I BEDROOM I I I LANAI I cLl I 1 I s9orFir 1e Is CL I1_01, 1 5, 611 5� 611 I I I ISsI L. ----- ---- - ISHw _ - 6 = ILI I L - - - - - - O ----J 1-I - --- 111V 11 411 2 ICI 011 101-1011 I811 --__--- _ —� 0 3 PARTITION Q3 COU DTER X-A I OL ---� ---SH ---� °o I I O zzx30 attl I o� _ __ _ _ II ACCESS _ , 1 _ _ _ ICI r FAMILY ROOM HB W.I.C.I I 1N ,, 1 1 1 b m —_� ICI 01_b" CLG. IrvB'��" RECESS L—_� U _0 12�-�1 I ill-all4" = 2� 41� c_v 4' O11 • ".a �� I — — — — — — 7 HSEAWT R-SH I1_311 411 T� I11 �DW. 4" x x r -gll r 4" DBL. KITCHE o C 4 -0 0° OVEN 41-8" m 141_ �1� Im' 8' LCs. �l g" 20' 10�� w OIll MICRO W/ HOOD TOWER I PAN. ABV. 11X4. � T.S. TUB DECK = cD = O.H. O O — — x I ry N r R SH ❑ �r 15SH D2 Q 4 -- — —ARCH --- ------ -- ---- u��u� W.I.C. 5sH FF—��F —� I "� ISTIORI I — — — — oa GLCs.—— U N UL LL—J�� I 1 IH.IF4RTITI0NI "� I ICI r-------- Q �� S 0 I 1UNpERtI�IRI m lul I I I In= - 1 o - -- - 6 I Idl I DINING wO 10'-6" CLG. LINE OF ALL Lrz AUN. 811 I I I 10'-s" cL�. 6"I S. * T 3 4m, 11�4� 61-0A OVE 14" 31 4,1 41, ' 1 I S T ---1IL-L � 6�4" 1 13" 0 3'-10" 5111 D 8 1 1-5 _�— - - - I - - 3_i CLG. -5" 4zLHI�H 1 IG. I rYYF. I I WH n �� i'I I L B.W. LINE OF WALL I WALL w/ I I I I 12 O.G ABOVE _ �coND. l \ c- �� " LAUNCH u1 q I01-s's° s. 10'-s° it cAP 41 1 1 I 1� �I �� 3 0 4 xa 10'-e° cLG. ICI CLo. 1 1 cLo. �uaiL I I I I T.S. 61� �� 1, Izl-�1� a a� I 5OLLA— (SEE STRUCCT. F.R MIN 10'-0" CLG. I — — — �COND. 1 DWl'�SJ � AHU 01 d � � 10'-0" CLG� ARCH � D3 R-11 BATT INSULATION m l r _ SH L wa ��_ FOYER n NOTE. v I I I 1-a° CL�. MAINTAIN FIRE SEPARATION I STUDY m _ " LC AND CARBON MONOXIDE 10'-8"IGLks. ICI ~ INFILTRATIONOATSA/C CLOSET.-11 2'_gl' ' 10'-4' 1 3'-10' /1TRA141•' S gl 8" i K�K1C/q AB I0'-8" CLG. = R-11 BATT INSULATION L — — J L _ — — — — cri R-SH U----------- " o GARAGE I0'-S" CLCz. _ 1 01 '1111 6 13 6 I1-0" S EPOP OF 3 611 01 21 gl C 3 11 30 -8i1 - �� _ 11 s_ I THRESHOLD 1/2" LIGHTWEIGHT RIGID DRYWALL N I � � m 11'-4' CLG D2 5/8" RIGID TYPE "X" = J HB DRYWALL CLG. W/ R-20 co BEDROOM #2 LINE OF WALL SPRAY FOAM INSULATION _—__ 10'_g11 GLCGLC D3 ABOVE IN CEILING BELOW 2ND h N ��1111 FLR LIVING SPACE O IL LINE OF DRYWALL BUILD -OUT R-VALUE TO MEET MIN. r I -4 ABOVE FROM CLG. TO 30" AFF CODE REQUIREMENT AS `o SET FORTH IN FBC 2014 41_31, 61.3�� = 6'-2° HB I0'-b" CLG I COVERED (PAVERS) ENTR 411 13-5" CLG. EGRESS N FFFFI v c0 N - - - - - - - - - - - - - - - - I 2 t 2 D3 A6 D3 _4"1 g'_0" I1-4" 21-8l1 10'-01 21-81. 2,_4"51.611 21.41' 51.811 71_0" g1-6^ 101-2" 131-4" 641_O11 FIRST FLOOR PLAN ELEVATION 9fA7, SCALE: 1/4" = I1-0' I I NJ m Desi /Grroulyinc. d N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. iii EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r � SUHDIV. 8c LOT: RIVERREND LOT #13 170 MPH EXPOSURE "C" PROJECT# 03303.013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT: STATE OF FLORIDA PRINT�2 DA'I�E: a rr7/16 SCALE: --X8`--IMVED SHEET NO: Al WALL LEGEND a INTERIOR BEARING WALL EXTERIOR BEARING WALL SEE ELEVATION FOR BEAM HEIGHT STAIR DATA 20 RISERS 7.015" 19 TREADS o 10" SEE SHEET DI FOR STAIR SECTIONS AND DETAILS ~"1' '14LF ARCH d d Q AND SMALLER V5 IFY W/ PLAN 3'-7" TO VERIFY W/ PLAN I T YP . ARCH DII II T-1" AND LARGER vERIFY W/ PLAN SCALE: 1/4" = I'-m NOTES: WHEN AN 8" OR 12" RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN 2"-0") THEY NEED TO ALL HAVE THE LARGER RADIUS. r---------------------------- 31'-2" 22'-2" '_4„ p 1 -4" I j 19 -6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I q. I I r I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L — — — — 42' NICxi I GUARD RAIL COVERED BALCONY I @ �i coNc4BLOCK WALL F 9'-4' CLG. — NOTE: O APPLY FLUID WATERPROOFING I t0 — TO CONC. I1'-I° SLAB AT COVERED BALCONY { L. I � N III O m w BONUS p ROOM 12'-10" CLG. 8 20'-10" '� .4' 4 5'-4" 13'-(D" 5'-S" /J� 61-011 ro H�4H 1 p'- 36 CxT 1 s # A.F.F.NICHE I I BEDROOM #5 N v, DDD 13N 6 LINE OF I 9'-4" CLG,. U� IL @ I WALCA50�E) �I a j m La L(i dl a I 0 R-19 5ATT A �- I j INSULATION O T MP I 5 I 9'-4' CLCs. I I = - — --- ----- 4"I 2 _O° m d Y3 - CE" 5'-loll ell �4'-2" 14 42' HICsH CsUARDRAIL B. DRO 16'-0 SOFFIT 12'-O" _ , -' LAUN. m� O BATH # 1 ' - r O - _ V-4" CLG. D3 4�O I, - V CAT 11 SAFETY R-Sp GLASS SPWR LOFT ° — — — — — — V-4" CLG. Q 4" I i0'-3" 4'_4' C -8" 4 3' 4° S 5'-3" 4 5' P O rJ -I" I 0 O I I r— Nr I w I@ U ,r oo w 01-8 v 4 . InC41 " 3 mm -K/ � O 01 I W.I.C. N ah,-� —, � n'-S" all N BATH #4 - - (Y 9'-4° CLG. nl l C7 w w I BEDROOM I 1!1!!�ROOM �3 =I — 9'-4" CLG. D3 '- 9'-4° CLG. I = LINE OF WALL V�_R-195ATT AA BB Q BELOW INSULATION NOTE: APPLY FLUID WATERPROOFING TO LINE OF WALL BELOW g I CONC. SLAB AT COV. BALCONY I FIXED — — — — — ------ EGRESS — -- ----- GsLA55 I c0 c0 ® I L---------- --- --J N v 42" NICsN� V DECO RAIL 2 1' 4" 15 _4" 53' - 4" SECOND FLOOR PLAN ELEVATION 99A99 SCALE: I/4" = 70" ADesign roupinc 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 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 00 r � SUBDIV. 8c LOT: RIVERBEND LOT #13 170 MPH EXPOSURE 'C" PROJECT# 03303.013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN ARCHITECT: STATE OF FLORIDA DEC, I I PRINT 06/27/16 DATMm SCALD ~-XOTED I SHEET NO: A2 INTERIOR DOOR SCHEDULE DOOR # 0 DOOR SIZE TYPE REMARKS WIDTH HGHT D'T 2'-4' 8'-0" SWINGS D8 T-S" 8'-0' SWINGS W/ SIM, MARBLE THRESHOLD D9 2'-8" W-0" SWING D10 (2) 2'-6" W-O" DBL. SWINGS DII 2'-4" 8'-0" SWINGS D12 2'-8" 8'-0" SWING: W/ SIM. MARBLE THRESHOLD LOUVERED DI3 2'-4" 8'-0' SWING D14 2'-8" W-0' SWING W/ ALUMINUM THRESHOLD, SHALL 5E SELF -CLOSING: AND SELF -LATCHING PER F8C 2014 D15 2'-6" W-O" SWINGS SOLID CORE DOOR W/ WEATHERSTRIPPING DI6 2'-2" 8'-0" SWING DII 2'-6" 8'-0" SWINGS W/ SIM. MARBLE THRESHOLD DIS 2'-6" 8'-O" SWINGS Dl9 T-W 8'-0' SWINGS D20 2'-4" 8'-0' SWING D21 T-6" 8'-0" SWINGS W/ SIM. MARBLE THRESHOLD D22 2'-S" W-0" SWINGS D23 2'-8" 8'-0" SWINGS D24 2'-4" 8'-O" SWINGS D26 2'-6" 6'-0" SWINGS D27 (2) 2'-6" 8'-0" DBL. SWING D25 2'-4" 8'-0' SWING W/ SIM. MARBLE THRESHOLD D29 2'-6" 8'-0" SWINGS 030 (2) 2'-6" W-C" DE L. D31 2'-4" 8'-0" SWINGS W/ SIM. MARBLE THRESHOLD D32 2'-4" 8'-0' SWINGS D33 2'-4" 8'-0' SWINGS. W/ SIM. MARBLE THRESHOLD 034 1 V-8" 8'-0" SWINGS D35 2'-4" 8'-0" SWING: W/ SIM. MARBLE THRESHOLD D36 2'-6" 5'-0' SWING D31 2'-4" 8'-0" SWINGS D38 T-W W-0' SWING W/ SIM. MARBLE THRESHOLD D44 NOT USED D45 (2) 2'-6" 8'-0" D5L. SWINGS LD4-BC2) 2'-6" 8'-0° D5L. SWINGS(2) 2'-6" 8'-0" D5L. SWING - ALL HARDWARE IS TO COMPLY WITH FLA. STATUTES CHAPTER 553, PART V FLA ACCESS151LITY CODE 4,13,9 IN REFERENCE TO 1-HAND GRASPA51LITY AND F5CA-201 SECTION 309.4 EGRESS DOORS SHALL 5E READILY OPENA5LE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. FEC2014 R3112 EXTERIOR OPENING SCHEDULE DOOR/ CALL # O DOOR SIZE ROUGH (yvXH, TYPE ZONE REMARKS WIDTH HGHT DI 8'-0' 8'-0' 96"x96" O.H. 5 D2 16'-0' 8'-0. 192'x96" D3 3'-0' 8'-O' 51 1/2'x9S 1/2' FR. DR 5 W/ ALUMINUM THRESHOLD DESIGNATED EMERGENCY MEANS OF ESCAPE PER F5C 2014 W/ IW SIDE LITE. D4 12'-0" 6'-0" 146'x96" S.G.D. 5 W/ ALUMINUM THRESHOLD D5 NOT USED D6 2'-8" 1 8'-0" 381/2'x991/2' FR. DR. 4 W/ ALUMINUM THRESHOLD D25 2'-1V 8'-0" 40 1/2-xis 1/1' FX FR. DR, 4 W/ ALUMINUM THRESHOLD p4 1 NOT USED D42 (2) 3'-0' 8'-0" 18 1/2'x" 1/2' DBL. FR. DRS. 5 W. ALUMINUM THRESHOLD D43 NOT USED D46 12'-0" 8'-0° 146'x96" S.Cs.D. 5 W/ ALUMINUM THRESHOLD A 35 W/ 54'xi6' 55"x80" SH W/ Fk. GL. A5V. 4 5 H35 28'x63" SH 4 C 38"xl2" 39'xl3" FX 4 D (2) 35 107"x63' SH 4 E 26 38'x76" SH 4 F 26 38'xlro' SH 4 G 4361 54"x76"/ P36 I10'x76" SH/FX/SH 4 H (3) 25 115"x63" SH 4 I H35 28'x63" SH 5 J H35 28"x63" SH 4 K 15/ 54'x63"/ 15 95'x63' SH/FX/SH 4 CAT II SAFETY GLAZING L H33 28"x39" SH 4 CAT 11 SAFETY GLAZING M 35 W/ 541'xlb" 55"x80" 5P W/ FX. GL. A5V. 4 N 34E 54"x591/2" SH 4 0 24E 38'x591/2' SH 4 P H33 28'x36" SH 4 CAT li SAFETY GLAZING Q 24E 3S"x591/2' SH 4 R-U NOT USED V 13 20"x38" SH 5 W H33 28°x38" SH 4 CAT II SAFETY GLAZING X 24E 38"x591/2' SH 4 Y H34E 28'x591/2' SH 5 Z H34E 28'x591/2' SH 5 AA 34E 54"x591/2" SH 4 55 24' DIA. 25'45" FX 4 AAA -CCC NOT USED DPP 24E 38"x591/2" 1 SH 4 EEE NOT USED HHH (2) 36"X20' ITX21" FX 4 III 24E 38"x591/2' SH 4 Ajjj NOT USED KKKK 52'XI6" 53'xl7" FX. G4L. 4 NOTE: MASONRY ROUGP OPENING SIZES FOR WINDOWS AND DOORS SHALL FOLLOW MANUFACTURE'S SPECIFICATIONS FOR MASONRY CONSTRUCTION. 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 33442 (954)482-0957 OFFICE 1111111111 L'Imoo J SUBDIV. & LOT: RIVERBEND LOT #13 170 MPH EXPOSURE "C" PROJECT# 03303.013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: DOOR AND WINDOW SCHEDULES 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA DEc I PRINT 06/27/16 DATE SCAL'E.1._._eSED SHEET NO: Ago I ROOF ]PLAN ELEVATION "A" SCALE: 1/8" = 1'-0" SOFFIT LEGEND VENTED SOFFIT 7 R-20 SPRAY FOAM INSULATION. SEE DETAIL SLEETS FOR SPEC. VENTED UNCONDITIONED AREA ROOF VENTILATION CALCULATION PER FBC 12032 REQUIRED VENTILATION• 21--5- = 1.43 S.F. SOFFIT VENTILATION PROVIDED• .105 SF./LF. x 35 L.F. = 31o8 S.F. GENERAL NOTE: 3" W. CONTINUOUS SCREENED SOFFIT VENTING, 3" VINYL SOFFIT VENT PROVIDING .105 SQ. LIN FOOT COVERED LANAI ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION: ' of = 0.48 S.F. SOFFIT VENTILATION PROVIDED: .105 SFIL.F. x 23 LF. = 2_4 SF. GENERAL NOTE: 3" W. CONTINUOUS SCREENED SOFT=IT VENTING. 3" VINYL SOFFIT VENT PROVIDING .105 50. LIN FOOT ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION: 4o - = 0.28 S.F. SOFFIT VENTILATION PROVIDED: .105 SPYLF. x 8 LF. = 0.84 S.F. GENERAL NOTE: 3" W. CONTINUOUS SCREENED SOFFIT VENTING. 3' VINYL SOFFIT VENT PROVIDING .105 SQ. LIN FOOT ROOF VENTILATION CALCULATION PER FBC 12032 REQUIRED VENTILATION: 28 �. = 1.91 SF. SOFFIT VENTILATION PROVIDED• .105 5F1LF. x 38 LP. = 3.99 S.F. GENERAL NOTE: 3" W. CONTINUOUS SCREENED SOFFIT VENTING. 3" VINYL SOFFIT VENT PROVIDING .105 SQ. LIN FOOT GARAGE EL. 26'-10" 5LDG. HGT. - - - 5 EL. 21'-8" T.O. S 5oND BEAM - - EL. 20-4" WINDOW HGT. RAISE STUCCO _ SANDING GONG. COV. - FOAM WITH STUCCO FIN. EL. 13'-8" T.O. 50ND _ _ SEAM e ENTRY 12 EL. 12'-4" T.O. _ 4� FLOOR TRUSS - EL. Ire' -a" T.O. � N BOND SEAM I — 1 EL.B'_0 WINDOW HGT. - EL. 0'-0" FIN. _ FLR. SLAB - EL. -0'-W 36.7 /-458 FIN. GRADE EL. 23'-0" WINDOW HGT. Y EL. 21'-8" T.O. BOND SEAM EL. 20'-4" WINDOW HGT. EL, FLOOR TRUSS EL. 10'-S" T.O. - 50ND SEAM EL.8'--0" - WINDOW HGT. FLIP, SLAB FIN. GRADE mi 141him. ll;m+Mmllai CRICKET ems! Iwi FRONT 6 ELEVATION I11 LI I Llm!ll REAR EIJEVAT10N 31.9 /-41.5 CMD - FLAT OR "S"-STYLE TILE ROOF 12 ZZ-� I4 ■ -4" *— HIGH DENSITY FOAM I'-4 G/ Design roup"Inc. 11 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 DRAFTING MY: 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 11111111111 suBDIV. & LOT: RIVEREEND LOT #13 170 MPH EXPOSURE 'C' PROJECT# 03303.013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: ELEVATION A„ FRO NT & REAR ARCHITECT. STATE OF FLORIDA �y 3 D rN �'f�)k27/16 SCALE: 1/4" =1'-O" SCALE: AS-4MTED I SHEET NO: A3 A EL. 21'- 5OND EL. 13'-6" T.O. BOND BEAM a ENTRY Y EL. 12'-4" T.O. FLOOR TRUSS EL. 10'-8" T.O. BOND BEAM/ CLG. HGT. EL 51-011 w-lN- OW 4GT. em _3 m 6) FLR. SLAB EL.-Li'_QII FIN. GRAPE RAISED STUCCO BANDING CONC. Gov. FOAM WITH STUCCO FIN. minim ■ som 41B /-45.0 0 4" kk 0 I r 42.7 /-462 O EL. 241-411 T.O. PLATE AT DORMER EL.231_8" — — — CLG. HGT. - — — — EL. 21'-S° T.O. BOND BEAM — — — — EL.20'-4" L WINDOW HGT. _ — (OPEN y 5El'OND) 12 40 EL. 12'-4' T.O. FLOOR TRUSS — — — EL. 10'-0" T.O. 4 5OND BEAM — — - — EL. SI_oII 1 WINDOW HGT. . GONG. GOT. Ilull FOAM WItH STUCCO FIN, O 41.5 /-55.4 41.5 45.0 _ _ EL. /AI_011 FIN. FLFZ SLA5 — — — EL. -0'-S' FIN. GRADE 4 37.6 1-41.1 ALL 'ff_ �- OD 40.0�/-433b � J SCALE: 1/4" =1' -0" Q 38.41.5 K LEFT ELEVATION SCALE: 1/4" = I' -0" in i EILL71moll I CONC. COV. ( FOAM WITH STUCCO FIN. 40Z /-43.5 37.5 /-41.0 O D2 CONC. COS FOAM WITI- STUCCO FIN EL. 24'-4" T.O. _ PLATE At DORMER r�. EL.23'-S" Y CLG. HGT. EL.) I-4H A 11 WINDOW Cs`'T'- 4Design Grou Inc 1441 N. RONALD REAGAN B LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwuv. a b d es i g n g ro u p. co rr 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 rRI BDIV. 8e LOT: VERBEND LOT #13 170 MPH EXPOSURE "C' PROJECT# 03303, 013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: ELEVATION "A" LEFT & RIGHT ARCHITECT: STATE OF FLORIDA ®IEc -"`V • • . 06/27/16 DAT VAT SCALE: 01 TED SHEET NO: A4A CAULK ALL ATTACHMENT POINTS 2„ 1/2"XI/2" 2- VARIES �„ III ALUM. 1" RAISED TUBE STUCCO o o FINISHED o CROSS 21, BANDING DECO 6, 'METAL WIDE/THICK @ BRACKET N\ N N n O I N i N 3/8"411x2° ALUM. CAULK ALL 1/2 2 m� ATTACHMENT SLOPE POINTS ELEVATION SECTION _ ELEVATION PROFILE FINISHED DECO METAL en m v (DDETAIL )DETAIL ®DETAM (J)DETAIL SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0` SCALE: 3/4" = 1'-011 SCALE: 3/4" = 11_0 ` \ \ 8 NOtCI-4 NOTCH WINDOW, SHUTTER OR DECO BRACKET DEGO BRACKET DOOR WINDOW OR SHUTTER 2„ (SEE SLOPE ON (SEE SLOPE ON 8, (SEE ELEVATION) (SEE ELEVATION) ELEV.) 8„ ELEV.) CONIC COV r = - FOAM W/ /' N Stucco FIN. CONIC N m q FOAM W/OV 2 4,1 a" w o I STUCCO FIN. n u`) a Lu ISO VIEW PROFILE I° 4 w 60 VIEW 14" i" EL. 0'-0" FIN. 4" x I/V HARDIE 4" x I/S" HARDIE \ / FLR. SLAB SIDING OR SIDING OR ~— —�' PROFILE EL. -01' 8" BEVELED LAP BEVELED LAP ELEVATION STUCCO SIDING STUCCO SIDING ELEVATION FIN. GRADE OVER LATHE OVER LATHE N N - ®DETAIL (IDETAM(fDDETAM N = SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" I 1 N 8,1 N ELEVATION ELEVATION v (5)DETAIL )DETAIL SCALE: 3/4" = 1'-0" SCALE: 3/4" = II-/TII NOTE: • RAILING 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 BARRIERS At ANY LOCATION ON THE / SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES, 12 FBC- 5TH ED. (2014) 1607.8.1 E 1601,51.1 5^ • MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR - APPROVAL. • CAULKALLERSATTACHMENT MENT POINTS O BLOCK WALL • NO CONNECTIONS TO FAUX BALCONY (FOAM) s 1/2" NOTE: v = TYP . DETAILS INSTALLED PER MANUFACTURER'S RECOMMENDATION. N • DETAILS SHALL NAVE TRADITIONAL LOOK AND SMOOTH FINISH U.N.O. • DECORATIVE SHUTTERS TO BE HIGH DENSITY FOAM. o N DETAIL TO BE PRECAST OR FOAM/EPS. • MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL. • WINDOW SILLS/TRIM, WATERTABLE, DECO COLUMNS TO BE CONCRETE COVERED FOAM ON THE FIRST FLOOR, FOAM W/STUCCO FINISH ON THE SECOND FLOORi EAVE MOLDING TO BE FOAM W/STUCCO FNISI4 INCLUDING FAUX BALCONY BALUSTRADES.. STRUCTURAL 2 „ z 11 , a 1/2 ^ z " J i WOOD BRACKET z MAX. ELEVATION PROFILE CLEARANCE (q)DETAIL 10 DES ILL SCALE.: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" OF Design Grou Inc. 1441 N. RONALD REAGAN BI 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, FL33442 (954)482-0957 OFFICE (954)708-2468 FAX r 0 SUBDIV. & LOT: RIVERREND LOT #13 170 MPH EXPOSURE "C" PROJECT# 03303.013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: EICEVATIOITT A„ ARCHITECT: STATE OF FLORIDA DED PINT 06/27/16 DATE: _ SCALE: SHEET NO: A5 A ~" DRYWALL 8 CMU 8" CMU " DRYWALL ❑ I' I°X4" OR I"X2" P.T. NAILER X4' OR I"X2" P.T. NAILERDOOR CASING Ix OR 2x P.T. WD. BUCK SEE STRUCTURAL 4 DOOR JAMB OR WINDOW DWGS ATTACH TO 2X PER MANUFACTURER'S DETAILS. DOOR CASING DOOR JAMB OR WINDOW ATTACH t0 2X PER MANUFACTURER'S DETAILS. NOTES: • SHIM AS NEEDED TO PLUMB JAMB (D0 NOT EXCEED Y4°) • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONC. SLAB DOOR JAMB TO BLOCK +3/4 OR +5/4 _WINDOW TO BLOCK +3/4 OR +5/4 Ix OR 2x P.T. WE). BUCK SEE STRUCTURAL Duisa NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 • ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONIC. SLAB DOOR JAMB TO BLOCK +1-1/2" n WINDOW TO BLOCK +1-1/2" U SCALE: 3/8"=1'-0° 3) 12D NAILS ® EA. END 2X4 BRACE J BOX ]BRACE FOR CHANDELIER DETAIL NTS FIRE BLOCKING DETAIL (® STUD WALL) ecALE, N.T.S. R-20 SPRAY FOAM INSULATION R-VALUE TO 2X4 PARTITION MEET MIN. CODE WALL STUDS m REQUIREMENT AS SET 24" O.G. FORTH IN FBC 2014 R-20 SPRAY FOAM INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN AS zml4 0 AIR SEAL GASKET BETWEEN WOOD CASING 4 GYP. BOARD, TYP. (1) LAYER OF GYP. BOARD ADHERED TO PLYWD. BHT. (COORDINATE THICKNESS WITH ADJACENT CEILING) 2x FIREBLOCKING BETWEEN ENG. TRUSSES A T.O. DBL. TOP PLATE DBL. TOP PLATE 2x FIREBLOCKING BETWEEN EXTERIOR STUDS 2x FIREBLOCKING BETWEEN ENG. TRUSSES 0 DROP CLG. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL %&` TAPCON MIN. I-Y4" EMBEDMENT INTO BLOCK ❑ all CMU Yz" DRYWALL I"X4" OR I"X2" P.T. NAILER DOOR CASING Ix OR 2x P.T. DOOR JAMB OR WINDOW WD• BUCK ATTACH TO 2X PER SEE STRUCTURAL MANUrACTURER15 DETAILS. DWGS NOTES: -. SHIM AS NEEDED t0 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/ 6" SCALE: 3/8"=1'-0" ATTIC NTS 1/2" PLYWOOD WOOD CASING AT SIDE ACCESS DETAIL COVERED BALCONY 3/16'7 TAPC a 24' O.C. C.I.P. ET I CONIC SLAB INF EQUAL EQUAL EQUAL EQUAL. EQUA STRUC PLAN METAL STUD EXTERIOR HIGH DROP CLG. �C2) HAT(SEE ELECTRICAL FRAMING 3/16"Y PLAN FOR QUANTITY 3/8 STUCCO FINISH TAPC AND LOCATION) ON WIRELATH g 24' W/ ME COVERED STUD LANAI FRAM INSULATION PRE-ENG SUPPORT WOOD TRUSS SCREEN 24" O.C. MAX. ATTACHED TO INSULATION SUPPORT WALL STUDS SCREEN ATTACHED SEALED ATTIC TO PRE-ENGINEERED PARTITION WALL DETAIL WOOD TRUSS SCALe, WA. 1SE STAIR MANUF. TYP AND SIZE) • g .- 2—STORY BLOCK WALL SECTION (® COVERED BALCONY) N.rs ONS BETE (SEE :TURL 3) 3" ONS O.G. TAL NG NOTE: • STAIRS RISERS TO CONFORM TO FBC 2014 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4" OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6" WIDE a NARROW END MIN. 11' WIDTH m 12' FROM NARROW END 34'H. MIN. TO 36'1-4. MAX. HANDRAIL HGT. STUDS • SEE STAIR MANUFACTURER'S SHOP DRAWINGS FOR MORE INFO AND EXACT O.C. DETAILING • THIS RAILING SYSTEM IS DESIGN t0 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 3 BLKG w/ 3 PRODUCES THE MAXIMUM STRESSES, FBC 57H ED. (2014) 160"1.8.1 4 106i.8.1.1. NAILS EA. END • FIRESTOPPING SHALL BE INSTALLED IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP AND BOTTOM AND BETWEEN STUDS ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS OF THE RUN PER FBC 2014. SECTION R302-113. MATERIAL FOR FIRE BLOCKING SHALL CONFORM TO FBC 2014 SECTION R302-11 BLOCKING DETAIL 2 1/2" X 1 3/5" BALUSTER PRODUCTION RAILING SYSTEM ATTACHED USING (3) 0I0 X 3 1/2, SCREWS RAILING SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE R HIGH RAIL 13/8" x 5 I/4" RESIDENTIAL - 2014 - IN ACCORDANCE WITH SECTION - R312 q RAIL MAX RADIUS AT NOSING 9/16" 3/4"-1 1/4" DETAIL B-1 TREAD NOSING 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" 16S NAILS TOP AND BOTTOM: I I/16" X 9' FASCIA ATTACHED USING 010 X 1 3/4' SCREWS QSTA��R ��ETA�LS 7 3/4" SUB FLOOD? PRE-ENG. FLR. TRUSS F FIRE DRAFT STOP ELEV,4TfQN PRE-ENG. FLR TRUSS 2X4 NAILER FOP DRAFT STOP 5/8" TYPE "X' DRYWALL DRAFT STOP ELAN VIEW 2X4 NAILER FOR DRAFT STOP PRE-ENG. FLR. TRUSS —\ ' 5/8" TYPE "X' DRYWALL DRAFT STOP 1 DRAFT STOP DETAIL NTS (WHERE APPLICABLE) EL. 12'-5 1/2' FINISH SECOND FLOOR EL. 0'-0" Y FINISH FIRST FLOOR ELASTOMERIC CAULKING (3) -STUDS 015T PRESSURE TREATED) 6" 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 SACK GALV. MTL. LATH OVER TYVEK TYVEK (STUCCO WRAP) ALL PERIMETER AND OVERLAPS MUST BE TAPED) RAIN BUSTER 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" FLASHING AT WOOD TO ]BLOCK WALL INTERSECTION NTS (AA�STAIR SECTION SCALE: 1/2"=1'-O" 6512 EL. 6'-2 3/8' STAIR LANDING 4Design Grou Inc. 11 N. RONALD REAGAN 81 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 of 0 E a 94 A Q Ell A SUBDIV. 8e LOT: RIVER13END LOT #13 170 MPH EXPOSURE 'C' PROJECT# 03303.013 MODEL- ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: DOOR & WNDW ATTACHMENTS DETAILS & STAIR SECTION DETAILS ARCHITECT: STATE OF FLORIDA q PRINT 06/27/16 1 DATE: SHEET NO: 11)1 ROOF SHEATHING ( SEE STRUCT. DW35. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, * OF NAILS E DETAILS). WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES ® BLOCK WALL PRE -ENG WD. TRUSS 24" O.C. MAX. METAL BIRDSTOP TO COMPLETELY SEAL SAVE (AT BARREL TILE ONLY; GALv. METAL DRIP EDGE Ix2 P.T. 2x8 PRE -PRIMED SPRCC SEE FASCIA (SEE STRUCT. FOR ELEv. ATTACHMENT) STUCCO SOFFIT m UNDERSIDE OF TRUSS TAILS (ELEVATIONS A, C E D) NOT LESS THAN 1/2' TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1' E FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806, FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWISS. FOR REINF.) 2 GOATS, }" THICK STUCCO FINISH APPLIED DIRECTLY w TO MASONRY OR STONE VENEER s Q ATTACHED PER MANUF, REGOMMEND.� G FINISH GRADE ° G G a ° CEMENTITIOUS TILE OVER "90 FELT TO CONFORI" I W/ ASTM D 226, TYPE 01 OR ASTM D 4869, TYPE 01 STANDARDS WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES g BLOCK WALL R-20 SPRAY FOAM INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN PBC 2014 - CEMENTITIOUS TILE OVER *'90 — FELT TO CONFORM W/ ASTM D 226, TYPE "I OR ASTM D 4869, TYPE 01 STANDARDS IX2 P.T. FIRE -STOP a CLG. R-20 SPRAY FOAM INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBC 2014 1/2" HIGH STRENGTH RIGID DRYWALL 1ST. PLR. ERG. HGT SEE ELEVATIONS —BOND BEAM (SEE STRUCT. DU1GS FOR SIZE AND — — REINFJ _ O, a' -ID" WDW HD. HGT. PRECAST LINTEL (SEE STRUCT. DU,I_sS. FOR SIZE AND REINF.) FALSE BOTTOM TRUSS WHERE APPICABLE IX2 P.T. FIRE -STOP Al �AT 6-0" A.F.F. R-4.1 FOIL INSULATION WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS 8" CMU (SEE 5TRUCT DWGS. FOR VERT. AND HORIZ. REINF.) lx2 P.T. FURRING STRIPS 0 24" O.C. -- 1/2" GYP. WL. BD. — WOOD BASE Ix2 P.T. FURRING STRIPS 0'-ID" PIN. FLR. ,` i��-� MONOLITHIC CONC. FOOTII (SEE STRUCT. PLANS FOR SIZE AND REINF.) ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE). WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES m BLOCK WALL EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, " OF NAILS d DETAILS). PRE-ENG WD. TRUSS 24" O.G. MAX. METAL BIROSTOP TO COMPLETELY SEAL SAVE (AT BARREL TILE ONLY) GALV. METAL DRIP EDGE Ix2 P.T. 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR ATTACHMENT) STUCCO SOFFIT o UNDERSIDE OF TRUSS TAILS (ELEVATION B) NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN I" 8 FAST W/ 3/6' HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. 2 COATS, J" THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. FINISH GRADE NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB I -STORY BLOCK WALL SECTION SCALE: 3/4 I'-0` 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, " OF NAILS $ DETAILS). METAL 51RDSTOP TO COMPLETELY SEAL EAVE "AT EARREL TILE ONLY' PRE-ENG WD. TRUSS 24' O.G. MAX. 1/2" HIGH STRENGTH ---- RIGID DRYWALL GALV. METAL DRIP EDGE IX2 P.T. FIRE -STOP SEE ELEv. Ix2 P.T. g CLG. �os. BOND BEAM (SEE STRUCT. 2x8 PRE -PRIMED SPRUCE DWGS FOR SIZE AND REINP.) FASCIA (SEE STRUCT. FOR SIZE, MATERIAL AND ATTACHMENT) STUCCO SOFFIT a UNDERSIDE OF TRUSS TAILS NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" E FAST W/ 3/8' HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. CANTILEVER TRUSS SECTION SCALE: 3/4°=1'-m" (NON -FIRE RATED) ALUMINUM FRAME SEE WINDOW SECURE FRAME TO SCHEDULE FOR SILL WITH SILICONE WINDOW TYPE P.T. WOOD BUCK. SEE 1 STRUCTURAL PLANS SOLID SURFACING FORMED AND POURED MATERIAL SET IN PULL CONCRETE SILL (SEE BED OF CONSTRUCTION STRUCT, DWGS. FOR ADHESIVE REINF.) SEALANT a PERIMETER (TYP.) a 1/2 IN. GYPSUM WALLBOARD Ix2 P.T. FURRING STRIPS is 16" O,C. S° CMU (SEE STRUCT S.H. WINDOW SILL DWGS. FOR REINF.) 3 AT EXTERIOR WALL SCALE: (NON —FIRE RATED) STUCCO SOFFIT w UNDERSIDE TRUSS TAILS (ELEVATIONS A, c NOT LESS THAN 1/2' TOTAL THICKNESS OVER FELT MTL. L< LAPPED NOT LESS THAN I" E FAST W/ 3/6" HEAD GALV. NAILS (2 PER TRU55 MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/8" MAX OPNG. ONLY WHERE INDICATED ON ROOF PLAN. THROUGHOUT ALL ELEVATIONS. AS PER FBC R806. AL 5TUDE DRYWALL T PIPE ;E BOARC 'ER VENT �H FLOOR IC. SLAB WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN CEMENTITfOUS TILE OVER 090 FELT TO TRUSSES m BLOCK WALL CONFORM W/ ASTM D 226, TYPE °I OR ROOF SHEATHING (SEE ROOF SHEATHING ( SEE ASTM D 4869, TYPE *1 STANDARDS STRUCT. DWGS_ FOR PLYWOOD STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAILING SPACING SHEATHING, NAIL SPACING AND OUTRIGGERS (SEE STRUCT. AND TYPE). TYPE). DWGS. FOR SIZE 8 ATTACHMENT) Ix2 P.T. R-20 SPRAY FOAM INSULATIDIN Ix2 P.T.— R-VALUE TO MEET MIN. CODE 2x8 PRE -PRIMED SPRUCE REQUIREMENT AS SET FORTH IN FASCIA (SEE STRUCT. FOR 2x8 PRE -PRIMED SPRUCE FBC 2014 ATTACHMENT) FASCIA (SEE STRUCT. FOR SEE SEE STUCCO SOFFIT m UNDERSIDE or - ATTACHMENT) ELEv. PRE-ENG WD. TRUSS 24" O.C. ELEv. TRUSS TAILS NOT LESS THAN 1/2" MAX. TOTAL THICKNESS OVER FELT MTL. STUCCO SOFFIT a UNDERSIDE OF n, IST. FLR BRG. HGT LATH. LAPPED NOT LESS THAN I" E TRUSS TAILS NOT LESS THAN 1/2' SEE ELEVATIONS FAST W/ 3/5" HEAD GALV. NAILS (2 TOTAL THICKNESS OVER FELT MTL. PER TRUSS MIN.) AS PER FBC RSID6. LATH. LAPPED NOT LESS THAN 1" k FAST W/ 3/5" HEAD GALV. NAILS (2 - PER TRU55 MIN.) AS PER FBC R806. OL 8'-0" WDW HD. HGT. - FALSE BOTTOM TRUSS WHERE APPICABLE / WHEN USING SPRAY FOAM 1/2" HIGH STRENGTH RIGID DRYWALL INSULATION PROVIDE BOND BEAM (BEE STRUCT. IX2 P.T. FIRE -STOP At INSULATION BAFFLE BETWEEN TRUSSES � BLOCK WALL DWGS FOR SIZE AND REINF.)CLG. t AT 8'-0" A.F.F. 2x4 P.T. NAILER R-4.1 FOIL INSULATION WINDOW ATTACHMENT AS PER 2x4 P.T. NAILER PRECAST LINTEL (SEE . 9 MANUFACTURER'S SPECIFICATIONS DWGS. FOR SITE AND REINF.) INFJ 2 GOATS, }" THICK STUCCO FINISH FORMED AND POURED CONCRETE APPLIED DIRECTLY 2 COATS, J" THICK STUCCO SILL (SEE STRUCT. DWGS. FOR REINF.) TO MASONRY OR STONE VENEER FINISH APPLIED DIRECTLY Ix2 P.T. FURRING STRIPS g 24" O.C.ATTACHED PER MANUF. RECOMMEND. TO MASONRY OR STONE VENEER 5' CMU (SEE STRUCT DWIGS. ATTACHED PER MANUF. RECOMMEND. I/2' GYP. WL. BD. FOR VERT. AND HORIZ. REINFJ lu r = N z a 8 CMU (SEE STRUCT DWGS. WDOD BASE FOR VERT. AND HORIZ. REINFJ — w Ix2 P.T. FURRING SCRIPSAlk, w FINISH GRADE C) ap a G ° nv I t: IT f-"ICAL WALL SECTION SHOWS CONSTRUCTION METHODS. DETAIL INDICATES SOFFIT CONSTRUCTION AND UN -INSULATED ATTIC UNCONDITIONED ROOF SOFFIT DETAIL, SCALE: 3/4" = 1'-011 SECTION ELEVATION DRYER VENT BOX TYPICAL DETAIL SCALE: 1 1/2"= I'—m" ISH GRADE NOTE: PROVIDE TERMITE TREATMENT EELOW SLAB 1-STORY BLOCK WALL SECTION SCALE: 3/4"=1'-0" (NON -FIRE RATED) CONT. METAL TRACKS, TOP 8 BOTTOM BRG. HGT. ` SEE FLOOR PLAN 1/2" HIGH STRENGTH RIGID DRYWALL METAL STUDS 24" O.C. W/ FULL LENGTH LAYER OF 1/2' GYPSUM WALLBOARD ATTACHED TO EACH SIDE e 12' O.C. NOTE: 1/2" MILDEW RESISTANT DRYWALL OR DENSHIELD OR EQUAL AT ALL TUE5 AND SHOWERS SECURE BOTTOM TRACK WITH 1" X .143 DIA. POWER ACCUATED FASTENERS WITH 3/4" WASHERS, 32" O.0 MAX AND 8" MIN FROM EACH END GONG SLAB 0'-0" A FIN. FLR a In PRE -FAB TRUSS TYR INT. WALL METAL STUDS 5 NON -ERG. SCALE: 3/4" = I' —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 10 SUBDIV. 8c LOT: RIVERBEND LOT #13 170 MPH EXPOSURE "C" PROJECT.{# 03303.013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE S WING: LEFT PAGE: MONOLITHIC WALL SECTIONS & MISC DETAILS ARCHITECT: STATE OF FLORIDA ® Al PRINT DATE: 06/27/16 �i SCALI�Fj NOTED SHEET NO: D2 CEMENTITIOUS TILE OVER "90 FELT TO CONFORM W/ ASTM D 226, TYPE "I OR ASTM D 4869, TYPE 01 STANDARDS OR NON-STRUCTURAL METAL ROOFING OVER 030 FELT TO CONFORM W/ ASTM D 226, TYPE 02 WHEN U51NG SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES a BLOCK WALL METAL 51RD5TOP TO COMPLETELY SEAL EAVE(AT BARREL TILE ONLY) o GALV. METAL DRIP EDGE SEE LEv. lx2 P.T. 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR ATTACHMENT) STUCCO 50FFIT a UNDERSIDE OF TRUSS TAILS (ELEVATIONS A, C 4 D) NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL, LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/6" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. 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 AND REINF.) IX2 P-T. FIRE -STOP - a CLG. 4 08'-0" A.F.F. 1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB 2X4 P.T. NAILER WHEN USING SPRAY FOAM —� STUCCO SOFFIT a UNDERSIDE OF I5T. FLR. BRCS. HGT INSULATION PROVIDE TRUSS TAILS (ELEVATIONS A, C 4 D) SEE ELEVATIONS INSULATION BAFFLE BETWEEN NOT LE55 THAN 1/2" TOTAL TRUSSES a BLOCK WALL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER SEE v-0" WDW HD. HGT. ROOF SHEATHING (SEE TRUSS MIN.)PROVIDE CONT. 3' WIDE ELEV. STRUCT. DWGS. FOR PLYWOOD SCREENED VENTS W/ WIRE MESH SHEATHING, NAIL SPACING AND CORROSION RESISTANT 1/8" MAX NOTE: TYPICAL WALL SECTION TYPE). OPNG. ONLY WHERE INDICATED ON SHOWS CONSTRUCTION METHODS. ROOF PLAN. THROUGHOUT ALL DETAIL INDICATES SOFFIT ELEV. VARIES ELEVATIONS. AS PER FBC R806. CONSTRUCTION AND UN -INSULATED PER ELEV. SEE ELEV: ROOF SHEATHING (SEE STRUCT. DWCzS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). R-20 SPRAY FOAM INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBC 2014 PRE-ENG WOOD TRUSS 24" O.G. MAX. 2ND FLR. BRCS. HGT SEE ELEVATIONS EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, " OF NAILS 4 DETAILS). / NIX2 ALSE BOTTOM TRUSS WHERE) APPIGABLE 1/2" HIGH STRENGTH RIGID DRYWALL P.T. FIRE -STOP aCLG. 4 a8'-0" APP. BOND BEAM (SEE STRUCT. DWGS FOR SIZE AND REINFJ R-4.I FOIL INSULATION PRECAST LINTEL (SEE STRUCT. DWGS. FOR SIZE AND REINF.) WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR REINF.) IX2 P.T. FURRING 2X4 P.T. BLKG SEE STRUCTURAL PLANS " GYPCRETE TOPPING ON PLYWOOD SHEATHING OR a" EDGE GOLD PANEL (SEE STRUCTURAL PLANS) TOP OF jg�50ND BEAM SEE ELEVATIONS EILING HEIGHT EE ELEVATIONS 1/2" HIGH STRENGTH RIGID DRYWALL 8 -0" WDW — HD. HGT. R-4,1 FOIL INSULATION ' PRECAST LINTEL (SEE STRUCT. DWGS. FOR SIZE AND REINFJ WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR REINF.) lx2 P.T. FURRING STRIPS a 24" O.C. 8" GMU (SEE STRUCT DWGS. FOR VERT. AND HORIZ. REINFJ 1/2" GYP. WL. BD. N w WOOD BASE U IX2 P.T. qFURRING 01_011 ° FIN. FLR. a a_ °a 9 MONOLITHIC CONIC. FOOTING ° a (SEE STRUCT. PLANS FOR SIZE a AND REINF.) ATTIC SHEETS FOR GABLE HEIGHT lx2 P.T. � WHEN USING SPRA UNCONDITIONED 2x8 PRE -PRIMED SPRUCE FOAM INSULATION I�T� 1� FASCIA (SEE StRUGT. FOR F ELEV- PROVIDE ROOF S OL1i I'�' DETAIL ATTACHMENT) INSULATION BAFFLE BETWEEN TRUSSES m SCALE: 3/4"=I'-a° WALL BLOCK PRE-ENG WD. TRUSS 24" O.G. STUCCO SOFFIT a UNDERSIDE Or - MAX. TRU55 TAILS NOT LESS THAN 1/2" METAL BIRDSTOP TO COMPLETELY TOTAL THICKNESS OVER FELT MTL. SEAL EAVE "AT BARREL TILE LATH. LAPPED NOT LESS THAN I" 4 ONLY" FAST W/ 3/5" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. — —I _ GALV. METAL DRIP EDGE SEE lx2 P.T. ELEV. 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR r ATTACHMENT) STUCCO SOFFIT a UNDERSIDE OF TRUSS TAILS (ELEVATION B) NOT LESS 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.) AS PER FBC R806. 2 COATS, }" THICK STUCCO FINISH APPLIED DIRECTLY t0 MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 2ND FLOOR TRUSS SEE STRUCTURAL PLANS FOR ATTACHMENT 4 TRU55 LAYOUT / ENGINEERING FOR ADDITIONAL INFO BOND BEAM (SEE STRUCT. DUGS FOR SIZE AND REINF.) �— IX2 P.T. FIRE -STOP a CLG. 4 68'-0" A.FP. /-1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY t0 MASONRY OR STONE VENEER ATTACHED PER MANUF, RECOMMEND. GEMENTITiOU5 TILE OVER OBO — FELT t0 CONFORM W/ ASTM D 226, TYPE 01 OR ASTM D 486% TYPE 01 STANDARDS R-20 SPRAY FOAM INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBC 2014 ELEV'S FLR BRG. HGTJI� I SEE BOND BEAM (SEE STRUCT. - DW'GS FOR SIZE AND REINF.) 2 COATS, }" THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. LEDGER (SEE STRUCT. FOR ATTACHMENT) BOND BEAM (SEE 5TRUCT. -- DWGS FOR SIZE AND REINF.) IX2 P.T. FIRE -SLOP CLG. 4 a8'-0" A.F.F. 1/2" THICK, 2 COAT 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 I" MIN SPACE BETWEEN INSULATION AND ROOF SHEATHING EMBED. STRAP (SEE STRUCT FOR ZZ TYPE, SIZE, " OF NAILS 4 DETAILS). PRE-ENG WD. TRUSS 24" O.G. MAX. METAL BIRDSTOP TO COMPLETELY SEAL EAVE "AT BARREL TILE ONLY° VGALV. METAL DRIP EDGE lx2 P.T. 2x& PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR SIZE, MATERIAL AND ATTACHMENT) STUCCO SOFFIT a UNDERSIDE or - TRUSS TAILS 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.) AS PER FBC R806. w _u Lu CsRADE CEMENTITIOUS TILE OVER 030 FELT TO CONFORM W/ ASTM D 226, TYPE 01 OR ASTM D 48(o9, TYPE 01 STANDARDS OR NON-STRUCTURAL METAL ROOFING OVER 030 FELT TO CONFORM W/ ASTM D 226, TYPE 02 OUtRIGGERS'SEE STRUCT. DWGS, FOR ATTACHMENT) R-20 SPRAY FOAM — INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBC 2014 PRE-ENG WOOD TRUSS 24" O.C. MAX. — — — — f FALSE BOTTOM TRUSS WHERE APPICABLE 1/2" HIGH STRENGTH RIGID DRYWALL IX2 P.T. FIRE -STOP aCLG. 4 68'-0" A.F.F. -R-4.1 FOIL INSULATION PRECAST LINTEL (SEE STRUCT. DW35. FOR 51ZE AND REINF.) WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWIGS. FOR RE INF.) IX2 P.T. FURRING 2X4 P.T. BLKG SEE STRUCTURAL PLANS a" GYPCRETE TOPPING ON PLYWOOD SHEATHING OR EDGE GOLD PANEL SEE STRUCTURAL PLANS TOP OF OND BEAM SEE ELEVATIONS EEEILING HEIGHT ELEVATIONS 1/2" HIGH STRENGTH DRYWALL OIL 8'-0" WDW HD. HGT. 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 STRUCT. DW'GS. FOR REINFJ �8" CMU (SEE STRUCT DWGS, FOR VERT. AND HORIZ. REINFJ ,- Ix2 P.T. FURRING STRIPS a 24" O.C. 1/2" GYP, WL. BD. �— WOOD BASE i- lx2 P.T. FURRING 0'-0" OIL FIN. FLIP, MONOLITHIC GONG. FOOTING - (SEE STRUCT. PLANS FOR SIZE AND REINFJ 2X4 P.T. NAILER WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES a BLOCK WALL ROOF SHEATHING (SEE STRUCT. DUGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). ELEV. VARIES PER ELEV. SEE ELEV. SHEETS FOR GABLE HE IGHT lx2 P.T. 2x8 PRE -PRIMED SEE EL V. SPRUCE FASCIA (SEE STRUCT, FOR ATTACHMENT) ND FLR BRCS. HGt LSEE ELEVATIONS STUCCO SOFFIT a UNDERSIDE OF TRU55 TAILS 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 TRU55 MIN.) AS PER FBC R806. Is BOND BEAM (SEE STRUCT. DW'GS FOR SIZE AND REINFJ 2 GOATS, ? THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 2ND FLOOR TRUSS SEE STRUCTURAL PLANS FOR ATTACHMENT TRUSS LAYOUT / ENGINEERING FOR ADDITIONAL INFO BOND BEAM (SEE STRUCT. DWGS FOR SIZE AND REINF.) IX2 P.T. FIRE -STOP a CLG. 4 08'-0" A.F.F. 1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. w N ?4 N Lu Lu n �� 10 Q d ° °a a L GRADE NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB 2-STORY BLOCK WALL SECTION SC;ALf-�: 3/4 -(d" (NON -FIRE RATED) GDesi In rou lnc. 11 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 SUBDIV. 8e LOT: RIVERBEND LOT #13 170 MPH EXPOSURE "C" PROJECT# 03303.013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: MONOLITHIC 2-STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA 1 pEC � i Pp'ZINT DATE: 06/27/16 2-STORY BLOCK WALL SECTION SCALE: 3/4"-1'-0" (NON -FIRE RATED) CANTILEVER TRUSS SECTION SCALE: 3/4"=I'-0" (NON -FIRE RATED) SCAL11tt&�TED SHEET -140: D3 EL CTfRiCAL L C-c Nr:) SYMBOL DEFINITION NOTES EQQUIPED WITH GROUND 125V OUTLET FAULT INMF44PTER / 20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND II -II 110V OUTLET FAULT INTERUPTER VJJ (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 aP IIOv OUTLET (TAMPER RESISTANT TYPE) IuIII Vll/ �lll/ 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET GROUND FAULT W/ PLASTIC INTERRUPTER 4RiT1Ir BUBBLE COVER SWITCH SWITCH 3-WAY OPER 144 SWITCH 4-WAY OPER. SWITCH DIMMER //// WALL MOUNTED LIGHT y1 ( 1 CEILING LIGHT OVP VAPOR PROOF LIGHT O RECESSED CAN O 4' MINI -R GESSED CAN VENT. FAN 1 CFM PER SQ. FT. y-,( I CFM PER (1) VENT. FAN W/LIGHT T� SQ. FT. 6� 3 BULB LIGHT STRIP 0 6 2' LIGHT STRIP 4' LIGHT 6TRIP 2-5UL5 WRAP ® 4' FLUORESCENT LIGHT AROUND 2' RECESSED 2-BULB WRAP ® FLUORESCENT LIGHT AROUND SECURITY SYSTEM ® PANEL STRUCTURED GABLE I PANEL INCLUDES dOUTLET ® PANEL NiiiiIIIIIII METER SD SMOKE DETECTOR GATT. BACK-UP W/ HARDWIRE INTERCONNECTED GATT. BACK-UP W/ g4co HARDWIRE INTER- CARBON MONOXIDE/ CONNECTED SHALL ,/OV'1 SMOKE DETECTOR COMBO BE A DISTANCE OF NOT LESS THEN 4' FROM WALL < TELEPHONE JACK WATER HEAT. DISCONNECT A/C AIR. COND. DISCONNECT TELEVISION JACK 05' AFF. CEILING BOX REQ. TO SE SUPPORTED IN O J-BOX ACCORDANCE W/ BOX MARLED AS SUCH FOR INSPECTION CEILING BOX REQ.TO O PROVIDE FAN BOX W/ 3-WIRE FOR BE SUPPORTED IN ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM E AUDIO CONTROL VOLUME CONTROL KEYPAD mpg, PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRR .IRRIGATION TIMER AND MOUNTED WEATHER CONTROL BOX PROOF LOW VOLTAGE BOX EXTERIOR WALL O THERMOSTAT MOUPROOrWE LATHER VOLTAGE Box EXTERIOR WALL PHONE / DATA MOUNTED WEATHER BOX PROOFLOW VOLTAGE BOX CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD FLOOD LIGHT k/( PENDANT �( LIGHT UNDER r----1 CABINET LIGHTING VOLUME ® CONTROL DROP COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER VOLUME COORDINATE CONTROL INSTALLATION W/ MANUFACTURER © WALL MOUNTED TV COORDINATE PRE -WIRE INSTALLATION W/ MANUFACTURER COORDINATE -------- OVER CABINET INSTALLATION LIGHTING MANUFACTURER L CTfRICAL NOTES 1. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) NFPA-10, THE LATEST 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 16 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 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 TIHWN OR AN ALUMINUM EQUAL ALTERNATIVE EXCEPT AS OTHERWISE NOTED. B. MINIMUM WIRE SIZE SHALL BE 014 A.WG, UNLESS OTHERWISE NOTED- C, LOAD CENTERS AND PANEL50ARDS: 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. e. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BREAKERS. f. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. T- WIRING METHODS: A, SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 13, 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 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 CEILINGS 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. S. 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. 10. BEFORE ANY ELECTRICAL EQUIPMENT INSTALLATION, CONTRACTOR 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 AND PUMPS PER 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 APPLICABLE. 13. PROVIDE COMBINATION TYPE ARC FAULT PROTECTION CIRCUIT BREAKER (AFC() 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 SHOWN ON PLAN OR AS IDENTIFIED ON OPTIONS SHEETS. 15. 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 SIVGLE STATION SMOKE DETECTORS SHALL BE INSTALLED MIN 3' FROM ANY A/C REGISTER, BATHROOM OR KITCHEN DOORS. CONTRACTOR SHALL VERFY IN FIELD 16. HYDROMASSAGE BATHTUBS SHALL BE INSTALLED AS PER NEC 680 a. ACCESSIBILITY SHALL BE PROVIDED AS PER NEC 680-73 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 08 SOLID AS PER NEC 680-14 11. ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED BELOW, UNLESS SPECIFICALLY NOTED OTHERWISE: a. GENERAL PURPOSE RECEPTACLES: 10' AFF TO BOTTOM OF FIXTURE IV. LIGHT SWITCH: 44' AFF TO BOTTOM OF FIXTURE 10. LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL BE SUITABLE FOR WET LOCATION (SHOWER TRIM). IS, ALL RECEPTACLES SHALL BE TAMPER RESISTANCE. 20. A MINIMUM OF 1r7% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICIENCY 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 REQUIRED TO UTILIZE HIGH -EFFICIENCY LAMPS. 21. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED. FSCR-R402.4B. FAULT CURRENT CALCL�L.,47I0N FPL TRANSFORMER 100 KVA fla (100 KVA) = 417 A 6 240V,10: I LET THRU = 417/Z(1.6) = 42, I"19A IT 15: 01 NUMBER OF CONDUCTORS PER PHASE: 2 CONDUCTOR LENGTH 'L': 40' CONDUCTOR C VALUE: T,493 f- 2 x L x 1 = 2 x 40 x 42,11c3 = 1.9023 C x EL-L 7,493 x 240 _ 1 _ 1 M 03445 I + f 1 + 1.3023 = I&CA= AVAILABLE FROM UTILITY x M = 42,11e x 03445 = 14,739 AMPS UOE 22K, A.I.C. RATED AT THE SERVICE UBE 10K A.I.G. RATED AT PANELS INSTALL TO SWITCH IN A2'f _ — T IN FAMILY EAVE J RM. STUB OUT (FUTURE WAP) ELECTRICAL CONTRACTOR SHALL VERIFY WITH MECHANICAL CONTRACTOR ALL REQUIREMENTS FOR THE A/C UNIT, SHALL VERIFY EXACT BREAKER SIZE AND WIRE SIZE PRIOR TO ORDER ANY EQUIPMENT AND NOTIFY ENGINEER OF ANY DISCREPANCIES WP GFI MA-5 ✓ I L. (COND � 'COND 02 METER FIELD VERIFY LOCATION MA-6 SPRINKLER l COACH LIGHT 52 52 ------------- --- I I I 152 1 152 `N\ 82 (rJ MASTER I 11 BEDROOM I I 52 TF*I I I 52 /152 + I I\ - \ 52 VALLFIOUNT V P 1 ` JY, o 54 I 54 I 1 ` MASTER BATH I \ WALL + J MOUNT 34 +/ F1 �84 1:m) WH ..J u A25 GFI w 44'AFF. f ATT I — — — — —— — ----------- Ae A9 PWD152 4 t2a R II � CASUAL A2'I V. N li \ DINING IL. �[ I -I I ' " TO 'J' BOXES V. OMI 1AI5 w ' AT SECOND A2 T �" 1 7 I 84 J P. FLOOR B2 A28 L ' e CENTER DED. - `- "" MA-5MA-5I EAVES COVERED 32 OUTLET IN KNEE On WP LANAI I SPACE A9 V. owl GFI �® — — — — — — AI9 3 A29 `�� AI5 AI5 \�� PROVIDE 5.1 S/CO SURROUND SOUND 0 1 1 i PRE -WIRE 1 1 520 ► 1 I / i ZAI5 AI5 '�%l A2 296-9 CEILING( I \ w -� SWITCH FOR WAP DISPOSAL INSTALLED INSIDE OUTLET FAMILY ROOM Ale I -WALL MOUNTE4� �{ CABINET FOR DW I I LIGHT W/SWITCH ` B4 IN ATTIC I ,OR D1SP. — - - - — — \ I AISI AS - — - — 4 - F RAF. BI AI W.I. C. J — J �/ GFI Al F = Il ` FLOOR w 6 ' — — — Aj A —� o OUTLET AFF. A19 I HGT. I _ -PANT/MANUF. SPEC. AI KITS;/ j �- 1/ A17 ` A OOD `�✓� - OUt ET�`J ( -AIS Al5 AI5 O CO KTOP FOR MICRO - Ali - - - - —AIS -- \ \————— — — — — — — BULK F —--—— ----- �18 CIF GFI II I F_ " a W 4141C C r \ S OR. L�--�JL-D J13I I r�---� ------ LAUNDRY I fPO 116' AFF I SRI I HALL' Ais \ - / 21 T I T I III F X S A21 A2 - HIMES A AI3 �' I / A13 I19� A13 AI3— A13 CEILING DINING A13 , �Y -" — t v�� / AI3�iY Ai3� i 13 AI3\ LAUNCH �`^-_-1� 1---- ----- +--- ��I L -- -� A ( J I AI3 AI3 r ` A9 ASP —� L. FOYER A30 AI3 /CO 51 VP 1 AI3 I I � GARAGE DR. / (`��STI(J�DY �� A29 - J OPENER"' I A 0 \'`--t' �� \ I P.B. FOR—(( �-� -� Bl / I 1 A2255 GARAGE \ ATET A26 A25 A22 CLG. OUTLET PANEL "A" PANEL '35" A24 17 A20 CLG. OUTLET I I I F A30 A3-G�'F`A30 A ¢0 AFF. I-----�rihl----J GF /A24`� COVERED ENTRY 1 BI BATH A29 BI 5 w 66Bl A241 Jt -- - -t_ v �,/ I BEDROOM #2 B a Carl A24 �� - I l � MA 5 di 1 1 1 1 11 — — — _ B5f! I A24------- —A224 COACH' - 1--"COACH � COACH LIGHT �- ---`� LIGHT ELECTPICAL F][RST FLOOD ]PLAN ELEVATION 99A99 SCALE: 1/4" = 1'-0" B, a A24 J -'"WALL MOUN 0 SAME HEIGHT AS COACH LIGHTS Design Group"Inc. 1 N. RONALD REAGAN BI LONGWOOD, FL 32760 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 SLJHDIV. & LOT: RIVERBEND LOT #13 170 MPH EXPOSURE w0' PROJECT# 03303.013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN FIRST FLOOR 170 MPH EXPOSURE C ARCHITECT STATE OF FLORIDA DATE: 06/ ?r16 SCALE: AS N�7�� SHEET NO: EI SLJHDIV. & LOT: RIVERBEND LOT #13 170 MPH EXPOSURE w0' PROJECT# 03303.013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN FIRST FLOOR 170 MPH EXPOSURE C ARCHITECT STATE OF FLORIDA DATE: 06/ ?r16 SCALE: AS N�7�� SHEET NO: EI LECT�R►CAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET EQUIPED WITH GROUND FAULT INTERUPTER / 20 AMP (TAMPER RESISTANT TYPE) 110v OUTLET EQUIPPED WITH GROUND FAULT INTERUPTER (TAMPER RESISTANT TYPE) 110v OUTLET EQUIPPED WITH GROUND 1/2 OF OUTLET FAULT INTERUPTER WIRED TO SWITCH (TAMPER RESISTANT TYPE) I10V OUTLET EQUIPED WITH GROUND FAULT INTERUPTER CA (TAMPER RESISTANT TYPE ) IWII VVVVllllllll//// �lll/ 220V OUTLET 4 WIRE CONNECTION ll EXTERIOR WATERPROOF OUTLET GROUND FAULT �f � W/ PLASTIC uBBL INTERRUPTER B E COVER SWITCH SWITCH 3-WAY OPER. 104 SWITCH 4-WAY CIDER. SWITCH DIMMER WALL MOUNTED LIGHT CEILING LIGHT OVP VAPOR PROOF LIGHT ORECESSED CAN 0 4' MINI -RECESSED CAN VENT. FAN I CFM PER 50. FT. (1 ] VENT. FAN W/LIGHT I CFM PER T SQ. FT. �6- 3 BULB LIGHT STRIP 2' LIGHT STRIP 4' LIGHT STRIP ® 4' FLUORESCENT LIGHT 2-5UL5 WRAP AROUND 2' RECESSED 2-131.11-15 WRAP FLUORESCENT LIGHT AROUND SECURITY SYSTEM ® PANEL © STRUCTURED CABLE PANEL INCLUDES OUTLET ® PANEL METER MATT. BACK-UP SD SMOKE DETECTOR W/ HARDWIRE INTERCONNECTED GATT. BACK-UP W/ SD4co HARDWIRE INTER - CARBON MONOXIDE/ CONNECTED SHALL SMOKE DETECTOR COMBO BE A DISTANCE OF NOT LESS THEN 4' FROM WALL < TELEPHONE JACK WATER HEAT. DISCONNECT �W/F4 AIR COND. DISCONNECT TELEVISION JACK 05' App, CEILING BOX REQ. To BE SUPPORTED IN O J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX R£Q.TO O PROVIDE FAN BOX W/ 3-WIRE FOR BE SUPPORTED IN ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM AUDIO CONTROL AK KEYPAD VOLUME CONTROL Opg, PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRR IRRIGATION TIMER AND MOUNTED WEATHER CONTROL BOX PROOFLOW VOLTAGE BOX EXTERIOR WALL O THERMOSTAT MOUNTED WEATHER PROOF LOW VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER BOX PROOF VOLTAGE SOX CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD FLOOD LIGHT (y� PENDANT LIGHT UNDER ----� CABINET LIGHTING ® VOLUME CONTROL DROP COORDINATE ® SPEAKERS INSTALLATION W/ MANUFACTURER VOLUME COORDINATE CONTROL INSTALLATION W/ MANUFACTURER © WALL MOUNTED TV COORDINATE PRE -WIRE INSTALLATION W/ CTURER -______. OVER CABINET COORDINATE INSTALLATION LIGHTING MANUFACTURER L CTfR►CAL NOTES I. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) NFPA-'10, THE LATEST 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 (U.L.), 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 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 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 CONGEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. G. TYPE MC (METAL CLAD) GABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND 15 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) GABLE WITH INTERNAL GROUND 15 ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS AND CONGEALED IN WALLS OR ABOVE CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE AND GABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE LOCATION AND ANY OTHER REQUIREMENT. S. 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. 10. BEFORE ANY ELECTRICAL EQUIPMENT INSTALLATION, CONTRACTOR SHALL FIELD VERIFY THE SIZE OF THE FEEDERS AND OVER CURRENT PROTECTION DEVICES WITH MANUFACTURER'S EQUIPMENT SPECIFICATION. It. PROVIDE DISCONNECT SWITCHES FOR A/C EQUIPMENT AND PUMPS PER 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 APPLICABLE. 13. 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 14. PROVIDE PRE -WIRED TELEPHONE AND CABLE TV OUTLETS AS SHOWN ON PLAN OR AS IDENTIFIED ON OPTIONS SHEETS. 15. 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 SIVGLE STATION SMOKE DETECTORS SHALL BE INSTALLED MIN 3' FROM ANY A/C REGISTER, BATHROOM OR KITCHEN DOORS. CONTRACTOR SHALL VERFY IN FIELD 16. HYDROMASSAGE BATHTUBS SHALL BE INSTALLED AS PER NEC 680 a. ACCESSIBILITY SHALL BE PROVIDED AS PER NEC 680-73 b. ALL METAL PIPE SYSTEM, METAL PARTS OF ELECTRICAL EQUIPMENT, AND PUMP MOTORS ASSOCIATED WITH THE HYDROP9ASSAGE TUB SHALL BE BONDED TOGETHER USING A COPPER BONDING JUMPER, INSULATED, COVERED OR BARE, NO SMALLER THAN 08 SOLID AS PE NEC 680-74 li. ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED EELOW, UNLESS SPECIFICALLY NOTED OTHERWISE: a. GENERAL PURPOSE RECEPTACLES: 10' AFF TO BOTTOM OF FIXTURE b. LIGHT SWITCH: 44' AFF TO BOTTOM OF FIXTURE 19. LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL SE 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 159. 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. FBCR-R402.4.5. FAULT CURRENT CALCULATION FPL TRANSFORMER 100 KVA fla (100 KVA) = 41-1 A 6 240V,10: I LET THRU = 417/Z(Ifo) = 42,775A IT 15: 41 NUMBER OF CONDUCTORS PER PHASE: 2 CONDUCTOR LENGTH 'L': 40' CONDUCTOR C VALUE: 1,493 _ 2 x L x 1 2 x 40 x 42,179 f C x EL-L IAS3 x 240 1.9023 M ' 1 I = 03445 1 + f 1 + 1.9023 ISCA = AVAILABLE FROM UTILITY x M = 42,779 x 03445 14,139 AMPS USE 22K, A.I.G. RATED AT THE SERVICE USE IOK, A.I.C. RATED AT PANELS TO SWITCH IN A2 i INSTALL FAMILY RM. �'IN J EAV>= ------------------------- COVERED BALCONY A2T A21 � A ® MA-5 @�Pft LLLL 510 BONUS�� 510 ROOM 510� i TV FLOO 14'-0" E310 OUTLET p y �L AI9 BIID B10 510 _:,CEILING I I 56 B8 �� WAP BEDROOM #5 No �BS 56 L H // B L _tknt � B6 0 LRUND BS 1 I I I I I -ter � I I FL OOR R ST wC/pK ! 5 1 BS I I OUTLET 51 F w 4 III .'� _ i"„� A29 I l L. WADI B6 56 ----------- A29 \` / A29� I B VP 3 83 - Bi I ) ' N� V �bl W.I.C. 5-7 \ I FII W. M B� \ w L 63 JI �� LOFT \ \ a5 V. I -- J 66" A.F.F. - — - �\ — 153 WALL MOUNTED 63 Si g�J ` ' 51 LIGHT W/SWITCH IN ATTIC 53 i BEDROOM #3 / J A29 53 53/ ----- 53 67 67 I- 65 ®A29 \\ I � \ BEDROOM #4 63 B3 I L---------------�i ]ELECTRICAL SECOND FLOOR PLAN ELEVATION A SCALN; 1/4" = 1'-0" 4GI ®tu Inc. 1 N. RONALD REAGAN BI 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, FL33442 (954)482-0957 OFFICE Lin mom J SUBDIV. & LOT: RIVERBEND LOT #13 170 MPH EXPOSURE 'C' PROJECT# 03303.013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN SECOND FLOOR 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA DEC 13 kl^-L- '-" 06/27/16 DATE: SCALE: .WANOOTED I SHEET NO: ``Ilpy E2 GARAGE PANEL PANEL 200A 1 0A M.L.O. M.L.O. 9 OUTSIDE WALL 300 AMP METER COMBINATION 120/240, IPH, 3W, NEMA 3R NEMA 3R IN •A O 1 •A 2 MAIN MAIN BREAKER BREAKER B A O10 GROUND LINE EXTERIOR GFI RECEP. 120/240 V. UNDERGROUND - ELECTRICAL SERVICE FROM UTILITY COMPANY NEMA 3R *4 CU CONTINUOUS GROUND. TO CLAMP TO FOOTING STEEL W/ APPROVED DIRECT BURIAL CLAMP ELECTF,IC.AL fiRI CD304/0 Cu, THWN +I*6 Cu (G) IN 2" CONDUIT OR 3"350 AL, THWN +I*4 Cu (G) IN 2 1/2" CONDUIT O3*12 Cu, THWN IN 1/2" CONDUIT CABLE / TV WEATHER PROOF BOX PHONE / DATA WEATHER PROOF BOX (5)3*1 Cu, THWN +I*6 Cu (G) IN 2" CONDUIT OR 3*1/0 AL, THWN +1*ro Cu (G) IN 2" CONDUIT INTERSYSTEM BONDING TERMINAL AR LOW VOLTAGE CONNECTIONS *4 CU TO C.W.P. WHEN METALLIC WATER PIPING 15 USED . 3/4" OX10'-O" COPPER CLAD GROUND RODS DRIVEN INTO GROUND R NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, FBCR 2014, 5TI4 EDITION ELECTRICAL PROVISIONS, LOCAL CODES, AND THE LOCAL POWER GO. A MINIMUM OF 759a 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 NIGH EFFICIENCY LAMPS. EXCEPTION: LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UTILIZE HIGH -EFFICIENCY LAMPS, 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" C. OR 3- #350 AL THWN & 1- #4 Cu (G) in 2-1/2" C. Wire Pole I Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #6 2 50 A/C CU-1 6600 1 2 4032 A/C CU-2 30 2 #10 3 4 #12 1 20 Exterior Receptacle 1200 5 6 1000 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" C. OR 3- #350 AL THWN & 1- #4 Cu (G) in 2-1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliances 1500 1 2 10000 Cooktop 60 2 #4 #12 1 20 Microwave 1800 3 4 #12 1 20 Small Appliances 1500 5 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1200 7 8 #12 1 20 Dining / Casual Dining AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptalces 1200 11 12 1200 Dishwasher GFI 20 1 #12 #14 1 15 Din. Lts / Foyer/ Hall #1 / Launch AFCI 1050 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Family Room Lts / Cas. Din. Lts AFCI 1050 15 16 #14 1 15 Kitchen Lights / Pan./ B. Pan. AFCI 1050 17 18 1500 Washer GFI 20 1 #12 #14 1 15 Family Room Receptacles AFCI 1050 19 20 1050 Garage #1 Door Opener GFI 20 1 #12 #12 1 20 Laundry AFCI / Bulk Storage 1200 21 22 1050 Garage #2 Door Opener GFI 20 1 1 #12 #12 1 20 Hood Fan 1200 23 24 1200 Exterior Lighting #1 20 1 #12 #12 1 20 Garage Lights & Receptacles 1500 25 26 1050 AT & T GFI Receptacle 20 1 #12 #12 1 20 Exterior Lighting #2 28 1050 PWDR AFCI 15 1 #14 #14 1 15 SD & SlCO AFCI 30 1050 Study AFCI 15 1 #14 Space 32 1500 Casual Dining DED. AFCI 20 1 #12 Space 34 Space #4 2 60 Double Electric Oven :28250J 36 Space 38 Space #8 2 45 A/C AHU-1 (Heater 5 KVA at 65%) 40 4550 N.C. A/C AHU-2 (Heater 5 KVA at 65%) 45 2 #8 42 Load subject to demand factor calculations / line 32350 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 60600 First 10000 watts at 100% 10000 Remaining watts at 40% 20240 Total A/C load 12350 Future Growth = 10% 4259 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Total Connected Load Watts 46849 Total Amps (watts / 240 volts) 195.2 PANEL - B PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 100 Amp M.L.O FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #1 /0 AL THWN & 1- #6 Cu (G) in 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #14 1 15 Bed #2 / Bath #2 AFCI 1050 1 2 1050 Master Bedroom AFCI 15 1 #14 #14 1 15 Bedroom #3 / Bath #3 AFCI 1050 3 4 1050 Master Bathroom AFCI / Hall #4 15 1 #14 #14 1 15 Bedroom #4 / Bath #4 AFCI 1050 5 6 1050 Bedroom #5 AFCI 15 1 #14 #14 1 15 Loft AFCI 1050 7 8 1050 Stairs / Hall #2 / Bulk Storage AFCI 15 1 #14 Space 9 10 1050 Bonus room AFCI 15 1 #14 #12 1 20 PWDR and Laundry Combo. 1200 11 12 5000 Stackable Washer/Dryer 40 2 #8 Space 13 14 Space 15 16 1050 Bonus Room DED. AFCI 15 1 #14 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 Space 41 42 Space Load subject to demand factor calculations / line 5400 11300 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 16700 First 10000 watts at 100% 10000 Remaining watts at 40% 2680 Future Growth = 10% 1268 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 13948 Total Amps (watts / 240 volts) 58.1 General Lighting & Receptacle Load Total A/C Square Feet 4563 General Lts & Rec 3 W / Sq. Ft. 13689 Hi -Hats 74 at 65W/Li ht at 100% 4810 Total General Lights & Rec (Watts) 18499 Ckts# atts/c Total watts General Lts & Rec Panel A 9 10281 9250 General Lts & Rec Panel B 91 10281 9250 FF Design Group —Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE r � 'LJBDIV. & LOT: 1RIVE�REEND ISD LOT #13 170 MPH EXPOSURE "C' PROJECT# 03303.013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: ELECT]RTCA]L PANEL & RISER 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA DEC PRINT 06/27/16 DATE: ki6. SHEET NO: Ego I FIXTURE WATER LAVATORY 1/2' HOT- 1/2" COLD TU5 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.5. 1/2" COLD NOTE: THE INSTALLATION OF FIXTURES SHALL CONFORM WITH F5C (R) P2105.1 NOTE: SANITARY 2' OR LESS 1/4" / FOOT SLOPE OVER 2" 1/6' / FOOT SLOPE PITCH TO 5E UNIFORM THROUGHOUT STRAIGHT RUNS MATERIALS: A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL 5E PVC OUTSIDE OF BUILDING AND 5ELOW GROUND, PEX INSIDE OF 5UILDING 5. SANITARY WASTE SHALL 5E P.V.0 SCH. 40 C. CONDENSATE DRAIN PIPE SHALL 5E SCH. 40, PVC PIPE AND FITTINGS D. WATER RELIEF AND DRAIN LINE SHALL 5E TYPE CPVC OR COPPER MIN. 3/4" DIA. PLUMBING- SCHEDULE WATER NO. FDESCRIPITION WASTE REMARKS (GPM) COLD HOT WC WATER CLOSET 3" 1/2" — 1.213 GALLONS PER FLUSHING CYCLE LAV. LAVATORY 1 1/4' 1/2' 1/2' 1.5 GPM a 60 PSI TU5/ SHWR TUB / SHOWER (2) 1 1/2" 1/2" 1/2" 1B GPM a 60 PSI G.T. GARDEN TU5 (1) 1 1/2' 1/2' 1/2' 1.5 GPM a 60 PSI SHWR SHOWER (1) 2" 1/2" 1/2" 1.5 GPM -w 60 PSI SINK KITCHEN SINK (2) 2" 1/2' 1/2' 1.5 GPM m 60 PSI W CLOTHES WASHER C2) 2" 1/2" I/2" WATER FACTOR OF 5 OR LOWER (ENERGY STAR / WATER SENSE CERTIFIED) DID 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 5Y OWNER (1) PROVIDE ANTI -SCALD VALVE:. (2) PROVIDE MECH SHOCK A580R5ER TO EACH SUPPLY FIXTURE SANITARY I PITCH FIXTURE UNITS DSL. Klt SINK I I/2" I/4" 4 SUB TOTAL 4. a FIXTURE SANITARY PITCH FIXTURE UNITS aPz WASHER 3° va" 2 SUB TOTAL = 2 FIXTURE SANITARY PITCH FIXTURE UNITS Z* LAVATORY 11/4' 1/4" 1 F WATER CLOSET 3" 1/5, 3 TU5/6HWR 11/2" 1/4" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4' 1 LAVATORY 11/4" 1/4" 1 PPEI WATER CLOSET 3" I/S" 3 TU5/5HWR 11/2" I/4" 2 SUB TOTAL = 1 T FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4" i H WATER CLOSET 3" 1/8" 3 TU5/SHWR I1/2' 1/4" 2 SUB TOTAL = E a FIXTURE SANITARY PITCH FIXTURE UNITS w LAVATORY 11/4' 1/4' 1 WATER CLOSET 3" 3 SUB TOTAL = 4 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4" I a WATER CLOSET 3" 1/8" 3 WASHER 3" 1/8" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS x LAVATORY 11/4" 1/4" 1 LAVATORY 11/4" 1/4" 1 WATER CLOSET 3" Va" 3 SHOWER 11/2" 1/4" 2 TU5 11/2' 1/4" 2 SUB TOTAL = I g TOTAL = 44 PLUMBING LEGEND WASTE A/C LINES FROM UNIT To CONDENSER WILL 5E RUN OVERHI=AD — — — — F- — — — — — — — — - — — — — _ 1 u COVERED j PWDR LANAI MASTER BEDROOM 2" vENT L. I Roal CASUAL L DINING --------------- I -- -—--—————————- j 4FU 4'-10" V 5'-11/2" 5'-11/2' 1 a< THRU ----- ----- } R LAV. W.I.C. -- I MASTER�'--- FAMILY ROOM E- _�_ BATH L JI ! I REF. — - — _ II i ;� ill I 2VENT SINK X x 88NWR PAN. ROOF TPRU 2 ADMITTANCE I I VALVE a" 3" Fu 2° 4FU 2° KITCHEN OF- 5' FREE e' 2F — \ x I STANDING ❑ Q � Q 3 c� \ N TUB -----I — — —— ----------------- �0 5'-6' ----- ----------------- FF L� JL__IJ 5'-� ISOR HALL r------------� 4 C = _ _ _ -� -�- W.I.C. LAUNDRY I I ULK STOR j I � I �I II 1 I I I I I F1 _ DINING -- _ - 3" VENT WH TkRU 1 1 o I I , LAUNCH I I I 1 2 WENT ---� _—_� ----� I UPTL1KUU-----------� i — 19FU A/C J 12ND FLR 3/4" P T 3" 21 F 3" — TRUSSES 3 / RELIEF PIPE---- tERMINATE 6" 9" WASTE L' 2 A50VE F.F. STACK UP TO 3 2ND FLR 13/41, UP TO FOYER LAv. A50VE l W.G. TRUSSES GE IL ING 2 " BATH .2 S _ T�UDY -�------- --- I I I " GARAGE I I I I I I I COVERED ENTRY I I I I I 1 1 I 2 WAY CO. 4" SANITARY SEWER SEE CIVIL DWGS FOR CONT. PLUMBING FIRST FLOOR PLAN ELEVATION 99A99 SCALE: 114" = 1'-0" BEDROOM ##2 Design Group"Inc. . N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 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. ac LOT: RIVERBEND LOT #13 170 MPH EXPOSURE "C' PROJECT# 03303.013 MODEL: ALEXANDRIA 6512 ELEVATION A GARAGE SWING: LEFT PAGE: PLUMBING FIRST FLOOR PLAN L170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA DEC 1 2017 AR NO 12079 6 /27/16 PRINT �i D ATE:.[ SCALE: AS'�EI SHEET NO: p t