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Home My WebLink AboutBUILDING PAGE PAGE 1-14• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. i 1430 CCUILVER [DRIVE NE, PALM BAY, FL 32907 Tel= (321) 733-7092 DESIGN CRITERIA: • FBC RESIDENTIAL 6TH EDITION (2017) ABC • FLORII)A FIRE PREVENTION CODE 6TH EDITION ADJ. • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION AMP. .ALL LOCAL AND STATE CODES BD. CL • OCCUPANCY - RESIDENTIAL, GROUP R3 B. CLG • CONSTRUCTION TYPE - VB CLR. • MIN. INTERIOR FINISH — CLASS B cFc. • BASIC WIND SPEED — Vult=160 MPH C.T. D. Vasd=124 MPH DBL. • EXPOSURE — C D.G. DIA. • 1-STORY RESIDENCE - DIM. • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DISP. DP. AND STATE CODES DR. D.S. SQ.FT. CALC.' D W. EA. TOTAL 3031 S. FT. A/C VOLUME 20211.2 ELEV. EQ. EXH. EXT. F.G./FX . F.G. FIN. FLR. FLUOR. FR. DR. FTG. GA. GAR. DISP G.F.I. GL. 1 GYP. BD. H.B. H.C. HDR. HOT. OR HT INSUL. INT. LAV. LUM. M.C. Fax: (321) 733-7972 ABBREVIATIONS ABOVE MFR. MANUFACTURER AIR CONDITIONING MIN. MINIMUM ADJUSTABLE M.T. METALTHRESHOLD ALTERNATE MTD. MOUNTED AMPERAGE MTL. METAL BOARD N.T.S. NOT TO SCALE CENTER LINE O.C. ON CENTER CABINET PL PROPERTY LINE CEILING P.B. PUSH BUTTON CLEAR PH. PHONE CONCRETE PLT. PLATE CARPET PLYWD. PLYWOOD CERAMIC TILE PR. PAIR DRYER P.T. PRESSURE TREATED DOUBLE R. RISER DUAL GLAZED RAD. RADIUS DIAMETER R.A.G. RETURN AIR GRILL DIMENSION REF. REFRIGERATOR DISPOSAL RM. ROOM DEEP R.O. ROUGH OPENING DOOR S.C. SOLID CORE EXT DR DOWNSPOUT S.D. SMOKE DETECTOR DETAIL S.H. SINGLE HUNG DISHWASHER SHT. SHEET EACH SHTHG. SHEATHING ELEVATION SHWR. SHOWER EQUAL SIM. SIMILAR EXHAUST SL. SLIDING EXTERIOR SL. GL. SLIDING GLASS FIXED GLASS STD. STANDARD FUEL GAS SWS SHEAR WALL FINISH SECTION FLOOR TEMP. TEMPERED GLASS FLUORESCENT THK. THICK FRENCH DOOR T.O.C. TOP OF CURB FOOTING T.O.P. TOP OF PLATE GAUGE T.O.S. TOP OF SLAB GARBAGE DISPOSAL TYP. TYPICAL GROUND -FAULT U.N.O. UNLESS NOTED CIRCUIT INTERRUPTER OTHERWISE GLASS V.P. VAPORPROOF GYPSUM BOARD W. WASHER HOSE BIB W/ WITH HOLLOW CORE WD. WOOD HEADER WDW. WINDOW HEIGHT W/H WATER HEATER INSULATION W.I. WROUGHT IRON INTERIOR LAVATORY LUMINOUS MEDICINE CABINET DATE REVISIONS INDEX OF DRAWINGS ARCHITECTURAL SHEET PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AIA—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A311—ELEVATIONS FRONT & REAR "H" PG A411—ELEVATIONS LEFT & RIGHT "H" PG Ei—FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG Ml—FIRST FLOOR MECHANICAL PLANS PG M2—SECOND FLOOR MECHANICAL PLANS PG P1—PLUMBING PLAN PG DI —DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVALS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG Sl—FOUNDATION PLAN PG SIAA—DETAILS PG SLIB—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FIRST FLOOR FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S4—SECOND FLOOR PLAN PG S4.1A—DETAILS PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND LIFT BEAM PLAN AND NOTES PG S6—ROOF FRAMING PLAN PG S6.1A—DETAILS PG SNl—DETAILS DESCRIPTION JUL 2 7 2018 Permitting uepartment St. Lucie County, FL DESCRIPTION 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W � may.. O h A W F � Ln r StJHDIV. 'k LOT: CREEKSIDE LOT #61 PROJECT 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: COVER SHEET L160 MPH EXP. ARCHITECT - STATE OF FLORIDA K DATE: 06 /13/18 SCALE: 1/4"=1'-0" _� ci U3 in t J ..I 11T ZI Z zUj ga FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FSC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10B m .)i Ld IF 38' -8" 4' T_4' _4" I I C I LAVERENAID 8-8' 11'-4"I 9'-0"TOND1 I 3052-SH (2) 3052-SH KIT- 6068 CsD `q I I 29'-2' I GREAT I II A O II ROOM DINING I 1 OIO 8'-8' cLG 8'-8' cLG. j KITCHEN I I • 'n 8'.8, � V CONT. I HANDRAILIlia::` 0 I 42' H. HALF ' ` WALL W/ CAP I ----- OPT. I'-s" I n REF �j `"'-8" 4'-(D' 8'-8" 5'-0" 5'-8" 4'-0" i�3'-0 `Oa`7\ 2X8 C. --- ?. 8 I I I I I I I STOR. m uP I I I I I I I INK A ti.�+ C �o PAN, PWDR. 8'-8' CLG 3-SH O STAIR DATA iryT.�\`a I6 RISERS * -tB4' 15 TREADS 0 10' �IIV +1' NOSING III BOLLARD III III PER�BLDG. B II FLEX CODE Q' All 8'-8' CLG. GARAGE III 8'-8' CLG. FOYER pl V-e' CLa- III 3068 W/ 36'XIO' TRANS. MT (2) 3052-W ENTRY — — — — — — — — — — — — — — 16'-0'X7'-O'O.HD. — — — — — — 8'-8' CLG - 2'-8' -0" 21'-4" I71_4" FIRST FLOOR PLAN SCALE: 1/4 IN 1'-0' ki m 1 SQ.FT. CALC.'S IST FLR LIVING 2ND FLR LIVING 1019 1413 SQ. FT. SQ. FT. TOTAL LIVING GARAGE LANAI FORCN 2432 432 80 81 SQ. FT, SQ. FT. SQ. FT. SQ. PT. TOTAL 3031 SQ. FT. " VOLUME 20211.2 A" COIrP0 M AND CLADDNO WND LOADS MW WND BPOBIAiE FOR B BECOFD OUSTS OPom AN) r PE BOUAFE FOOTAGE 210PE 10D WH WI'D MA FE MAWGB MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 OR. MIN. CRITERIA SGP. MIN. 12 5 30/-3'i CRITERIA 80iv O.H.D. 56 5 30/-38 160-to O.H.D. 112 5 211 SOFFIT N/A 5 31b/-38.8 -6815 IF IF ROOF TILE N/A 3 -58.2s9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. MASONRY /FRAME WALL LEGEND 8'-8' BLOCK WALL UNA ON PLANS BRCS. HGT. VARIES 8' BLOCK WALL UNA ON PLANS IS'-8' BRG. INTERIOR LOAD BR!s. WALL U.N.O. ON PLANS INTERIOR �_� LOAD BFYs. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE NOTE- -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR LU/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE t ITS ATTIC AREA BY NOT LESS THAN 11/2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. 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 201-1 l(PTH ED.) 3021 JUL 21 ZOlg I Permittng [)Lp3rtment 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F M d2 y z 0 v 63 m r. C f. d ti 3 p s d q SUHDIV. & LOT: CREEKSIDE LOT #61 PROJECTgj: 04321.000 061R1 MODEL 4EGB ' G ALEN" GARAGE STnNG: RIGHT PAGE: FIRST FLOOR PLAN 60 MPH EXP. AF> CH TECT- STATE OF FLOFA 2 raua� a DATE: 06/13/18 SCALE: 1 /4"=1'— 0' SHEET w 99 o ) Q o ) o z,,,,--, STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET, GN CRITERIA: f_1An I� l tl 1„� III 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 N'D1 • FBC RESIDEL 6TH EDITION (2017) A/C � • FLORIDA FIRE PREVENTION CODE 6TH EDITION ADJ. • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION T. MP. ,ALL LOCAL AND STATE CODES BD. GL •OCCUPANCY — RESIDENTIAL, GROUP R3 CLs. • CONSTRUCTION 'TYPE — VB CON • MIN. INTERIOR FINISH— CLASS B c. CPT • BASIC WIND SP5D — Vult=160 MPH C.T. Vasd=124 MPH D. DBL. • EXPOSURE — C D.G. el —STORY RESID9NCE — DM. • 2—STORY RESIDP;NCE — MAX. HEIGHT AS PER LOCAL DISP. AND STATE CODES DR. D.S. SQ.FT. CALC.'S D W. EA. ELEV. IST FLR LIVNG 1019 SQ. FT. EQXH. 2ND FLR LIVNG 1413 SQ. FT. EXT. F.G./FX . TOTAL LIVING 2432 SQ. FT. F.G. FIN. 4ARAGE 432 SQ. FT. FLR. PORCH 51 SQ. FT. FLUOR. FR. DR. TOTAL 3031 SQ. FT. FTG. GA. GAR. DISP. A/C VOLE 202-11.2 G.F.I. GL. GYP. BD. H.B. H.C. HDR. HGT. OR HT INSL'L. INT. LAV. LUM. M.C. ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ABOVE MFR. MANUFACTURER AIR CONDITIONING MIN. MINIMUM ADJUSTABLE M.T. MRESHGLD ALTERNATE MTD. MOUNTEDOUNTED AMPERAGE MTL. METAL BOARD N.T.S. NOTTOSCALE CENTER LINE O.C. ON CENTER CABINET PL PROPERTY LINE CEILING P.B. PUSHBUTTON CLEAR PH. PHONE CONCRETE PLT. PLATE CARPET PLYWD. PLYWOOD CERAMICTILE PR. PAIR DRYER P.T. PRESSUETREATED DOUBLE R. RISER DUAL GLAZED MD. RADIUS DIAMETER R.A.G. RETURN AIR GRILL DIMENSION REF. REFRIGERATOR DISPOSAL RM. ROOM DEEP R.O. ROUGH OPENING DOOR S.C. SOLID CORE EXT DR DOWNSPOUT S.D. SMOKE DETECTOR DETAIL S.H. SINGLE HUNG DISHWASHER SHT. SEAT EACH SHTH(J. SHEATHING ELEVATION SSHOWER IM. EQUAL Sim. SIMILAR EXHAUST SL. SLIDING EXTERIOR SL. GL. SLIDING GLASS FIXED GLASS STD. STANDARD FUEL GAS SwS SEAR WALLFINON FLOOR TEMP. TEMPERED SH IGLASS FLUORESCENT THE, THICK FRENCH DOOR T.O.C. TOP OF CURB FOOTING T.O.P. TOP OF PLATE GAUGE T.O.S. TOP OF SLAB GARBAGE DISPOSAL TYP. TYPICAL GROUND -FAULT U.N.O. UNLESSNOTED CIRCUIT INTERRUPTER OTHEVAPOR GLASS V.P. VAPOR PROOF GYPSUM BOARD W. WASHER HOSE BIB W/ WITH HOLLOW CORE WD. WOOD HEADER WDW. WINDOW HEIGHT W/H WATER HEATER INSULATION W.I. WROUGHT IRON INTERIOR LAVATORY LUMINOUS MEDICINE CABINET DATE DESCRIPTION ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A3H—ELEVATIONS FRONT & REAR "H" " „ PG A4H—ELEVATIONS LEFT & RIGHT H PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG Ml—FIRST FLOOR MECHANICAL PLANS PG M2—SECOND FLOOR MECHANICAL PLANS PG Pl —PLUMBING PLAN PG DI —DETAILS PG D2—DETAILS G D3—DETAILS PG D4—PRODUCT APPROVALS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG SLAB —DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FIRST FLOOR FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S4—SECOND FLOOR PLAN PG S4.1A—DETAILS PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND LIFT BEAM PLAN AND NOTES PG S6—ROOF FRAMING PLAN PG S6.1A—DETAILS PG SNl—DETAILS 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W ct U W to.- ti rq rq FH ac LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SWING: PAGE: COVER SHEET 60 MPH EXP. ARCHITECT: STATE OF FLOFN d �p F w GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 2. 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 WINDBORNE 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. 3. 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. 4. 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. 5. 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. 6. 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. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1 GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER 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 SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PEI IETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER 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''/z-INCH GYPSUM BOARD OR EQUIVALENT. `.e: SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. 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. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA - THE ENGINEERED WOOD ASSOCIATION : I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALI- LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH%" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE. AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 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 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-Cl063 -11A AND R703.7. 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 111111 1 0 U SUBDIV. 8e LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SWING:, oRfe L PAGE: GENERAL LNOTES 160 MPH EXP. C ARCH7F:LCOTF1DA STATE OF JOIN 11 3 c L OLAND A ABOUCHACRA AR NO 93723 06/13/18 SCALE: 1/4"=11- 0" SHEET �T G .90 FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.S4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 38' -8' I/ I I COVERED I I I LANAI I ( 8'-8' CLG [�O�NO 6'-8" ll'-8° Il'-4'I 9'-0" I ( 3052-SH (2) 3052-SH Pq pq 6068 SssD I I II 9 A O ROOM DINING I I I I OI V-e' CLG. j ° I I KITCHEN s r l I I ° �' 8'-v CLG. CONT. HANDRAIL v i III :�` Q I 42 H, HALF WALL W/ CAP OPT, 1 - all I �� 0' 4'-0" 8'-8' 5'-0" 5'_a- 4'_O- li POST U y u 2X8 C. I I I I I I I STOP. pEp� uP I I I I I I I ,y,� C� INK v PAN. 0' I PWDR, s'-8' CLG. „ W14. STAIR DATA IMT. e 8'-8' GLG. 3-SH � - 16 RISERS • 7.54' 15 TREADS 6 10' �I +I' NOSING III BOLLARD III AS REQ. PER BLDG. ' FLEX CODE 6' III S'-8' CLG. GARAGE III V-8' CLG. FOYER III cLG. III 3068 W/ 361X10' TRANS. MT. N 0 (2) 3052-SH ENTRY 8'-8' CLG. ----- ---------- 0 2 -8" 16'-(a" 2'-8" 4'-8' -0" 8'-8' '-D' 21' -4' 38'-8' FIRST FLOOR PLAN SCALE: 1/4 = 1'-& 1� 11 0 SQ.FT. CALC.'S IST FLR LIVING 2ND FLR LIVING 1019 1413 $a FT. SGt Ft. TOTAL LIVING GARAGE PORCH 2432 432 81 SQ. FT. SQ.FT, SQ. FT. TOTAL. 3031 $a FT. AC VOLUME 202 112 cowcoff MD U A M no L008 MW =WWM FOR$8E= M= OPIEWO AND TYPE 8OUARE FOOTAOH ZM te0 WH YYID lV RBIAlIGB MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA SGD. MIN. 12 5 30/-31 CRITERIA 8010 O.H.D. 56 5 30/-38 16010 O.W.D. 112 5 29/-35 SOFFIT N/A 5 31b/-380 -6829/ IF ROOF TILE N/A 3 -5829 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. MASONRY/FRAME WALL LEGEND 1H11111!1H1 8'-&' BLOCK WALL UN.O ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UNA ON PLANS 18'-8' BRG. ,7777 ii INTERIOR LOAD BRG. WALL U.N.O. ON PLANS INTERIOR NON LOAD BRCS. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/9' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE t ITS ATTIC AREA BY NOT LESS THAN "2'(12.7mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN YOD.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. 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 201-1 (6TH ED.) 302.71 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �111111_ SUBDIV. de LOT: CREEKSIDE LOT #61 PEtOJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE STrMG: i�`. PAGE: FIRST FLOOR PLAN 160 MPH EXP. ARCFFTECT- STATE OF FLORIDA DATE: 06/13/18 SCALE: 1/4"=1— O" 10,-0 3/4, 2HD FIN. FLR 8'-8' BRGs. HGT. NOTE: STAIRS RISERS TO CONFORM TO FBCR 6TH EDITION (2011). MIN. TREAD-10' MAS<- RISER --I 3/4' 3A6' MAX VARIATION IN RISERS/iREAD8 ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER wzAD HANDRAIL CIRCULAR CROSS SECTION DIA TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPA5ILITY WINDERS- MIN. 6' WIDE i NARROW AND MIN. II' WIDTH a 12' FROM NARROW END 34' MIN. HANDRAIL HGT. �Q cro IfKK o � m 0'-0' FIN. PLR C1' 411 D5L. TOP PLATE A BAR DETAIL SCALE: V4'.I'-0' 0 in (2) LAYERS OF 3/4' PLYWOC OR (2) LAYERS OF 3/4' " FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER— WK3)1s 3' SCREWS • EA STRINGER UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING 0 /� FLR 42' H. 1/2 3/4' KICK WALL W/ CAP I MAX. PLATE / $tAIR DAtA: NI NOSING 1011 16R ®iNOSING/ 15 TREADS e CONT. MIN. / 10'+ I' NOSING HANDRAIL STOR. w!r?,, Z i� x /, (/tpoop"� 2 E 4 2R5-lNFORCING STRINGER / 0 EA 2 X I2 STRINGER SECURE W/12d 6'-8' O: 2X4 ATTACHED W/ 10d MASONRY NAILS • 2X4 P-T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O C. MAX. 3-2x12 SYP STRINGER REINFORCED W/2X4 SPF W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILAR • EA HORIZONTAL RUN STAIR DETAIL V eca_e• ia•.r-o• 3/4, T#G SUB FLOOR GLUED 4 SCREWED PER FASTENER SCHEDULE HANDRAIL IV 36' W/ 2X4 RF-INFOR a DIM VARIES \ iA m 61 61 r B ARCH DETAIL SCALE: 1/4'=I'-C' tHE CLEAR SPACE 5ETWI=EN tHE HANDRAIL AND THE WALL 5HALL BE NO LESS THAN 1 1/2' AS PER F5CR R311.1.8.2 NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1J"t 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS 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- PER SECTION 16015.1 / F.B.C. (201-1) 6th EDITION. D HANDRAIL DETAIL SCALE: 3/4' - I'-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 F W w 0 A h F SUBDIV. da LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE STnNG: PAGE: DETAILS 160 MPH EXP. ARCHRECT: STATE OF FLOR 06/13/18 ' SCALE: 1/4"=1'-0"' SHEET STAIR DATA 16 RISERS w i54' 15 TREADS w 10" +1' NOSING �o N 12' -0" 2' -4' II' -8" 12, -8" 8'-4' „ V-4" II'-8' „ 10'-4' io EGRESS TEMP I BDRM.#2 8'-8' CL& !,limm -0" `.'' - 4' 3052-SH EGRESS BATH #2 8'-8' CLa II'-10" EGRESS a N BDRM.#4 8'-8' CLo. CHASE — — 42' H. HALF WALL W/ ceHasE CAP I I W.I.C. s'-a' CLGL 17 , OWNER'S SUITE 8'-8' CM 3052-SH EGRESS I ii 3052-SH EGRESS BDRM.#3 8'-8' act /Au nl AI 22'x36' ATTIC i- V-2" ACCESS„ 8 -, OMAR a N F, Azi, IN �f Y hLAV. LAV. TEMP. m 2'-4" 6'-4" �- > W-V CLk 3-SH I n r irII �' I I II I 2'-4' 2'-6' 3'-10" OWNER'S I� BATH CL& 'x6 H W L. 8'-4' rr-t-ter TEMP. 4'-4' 9'-S" 1'-4" 38' -8' SECOND FLOOR PLAN SCALE: 1/4 = I'-O' NOTE: -2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARACsE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. I a MASONRY/FRAME WALL LEGEND V-S' BLOCK WALL UNA ON PLANS 5R3. WGT. VARIES S' BLOCK WALL UN.O ON PLANS BRIz- INTERIOR LOAD 51W-s. WALL U.N.O. ON PLANS INTERIOR NON LOAD BRCS. WALL UN.O. ON PLANS -ALL INTERIOR DOORS t0 BE 6'-S' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W ji v w 0 a SUHI.IIV. & LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SWING: ofif etrf PAGE: SECOND FLOOR PLAN 60 MPH EXP. i ARCHffECT STATE OF FLORIDA D TE:, 06/13/18 SCALE: 1/4"=11- 0" SHEET A 26'-0' SLD HGT 2ND FLR 8RCs. HGsT I' 4' RAISED — BAND, TYP- 8' RAISED — BAND 10'-C 3/4' 2ND FLR. FIN. FLR. 8'-8' 15T FLR SRSs HGT. COACH — LIGHT LIGHT IME": I i FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTARTION FLASHIWs PER FBCR -103.4 OFF RIDGE VENT I r- r- SHINGLE ROOF 416-8' 2ND FLR. 0, HRCs. HGT. 10'-0 3/4" 2NP FLR. —SIN. FLR. Z.8LT FLR Ha—T. 4' RAISED 15AND (TYPJ -0" FIN. 5'-IPA" ni oilll 8' 2ND FLR. 81�'s. HGT. N 12 10-0 3/4 q - -- - 10'-0 3/4' 2ND FLR. 2ND FLR_ _----_—_-- _- - FIN. FLR- - -- $FIN. FLR. 8'-8" IST FLR IST 1ST FLR BT2Ci. HCat. 8 -8 IST FLR - BRCs. HGT. - — - sRr�. HGT.--- -- � 0'-0" FIN. FLR m REAR ELEVATION TEXTURED FINISH MODEL 2432-GALEN-4EGB (2-Story) AREA OF ATTIC = 1451 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 1451 /300 = 4.84 SQ. FT. 4.84 = 696.48 SQ. IN. MI N. REQUIRED VENTILATION = AX 696.48 IN UPPER PORTION OF ATTIC = 278.592 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTI LATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 2.42 TOTAL#OF VENTS PROVIDED = 3 SOFFIT VENTILATION AREA 7 SQ. IN. PER LIN EAR FT (net free area) LIN EAR FEET OF SOFFIT REQUIRI 39.80 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E W U W may.. 0 A F h SU133DIV. de LAT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEZ • 4EGB "GALEN" GARAGE SWING: 'c� PAGE: FRONT & REAR ELEVATION "H" 60 MPH EXP. C ARCHITECT. STATE OF FLORIDA a DAATET: ` 06 13 18 SCALE: 1/4"=1'-0" BHEET A3H a 18'-S' 2ND FLR 5RCs. H T. 10'-0 3/4' ND FLR FIN. FLR S'-V 1ST FLR, I!5RG. HCsT.— 2ND FLR 51:;Z3. HCxT. 10'-0 3/4' 2ND FLR FIN. FLR. 8'-8" 15T FLR 5Rr4. HCsT. LEFT ELEVATION TEXTURED FINISH RIGHT ELEVATION TEXTURED FINISH 2ND FLR. SRG. H4GT. 610'-0 3/4" 2ND FLR. FIN. FLR. a'-W IST PLR Y5RCs. HC.sT. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rh 0. U v O y 4 F 4 F SUBIXV. de LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODELe 4EGB "GALEN" GARAGE SV#MG: PAGE: LEFT & RIGHT ELEVATION "H" 160 MPH EXP. C ARCH TECT- STATE OF FLORDA kJ m 1 SCALE: 1/4"=1'-0" 1 SHEET ELECTRICAL LEGEND SYM. DESCRIPTION d� STANDARD SWITCH d 3-WAY SWITCH �{} 4-WAY SWITCH DIMMER SWITCH HE PUSH BUTTON DISCONNECT T THERMOSTAT SINGLE RECEPTACLE (125v/20-AMP SINGLE POLE) =0 110V DUPLEX EqeCEPtACLE IIVV DUPLEX RECEPTACLE (EQUIPPED =0 WITH GROUND FAULT NTERUP'TER/TAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLET WIRED TO SWITCH) EXTERIOR WATERPROOF/GFI 4p: RECEPTACLE (GROUND FAULT INTERUPTER) 1OV QUADPLEX RECEPTACLE ® IIOV DUPLEX RECEPTACLE (FLOOR OUNTED) 220V RECEPTACLE (4 WIRE :ONNECTOR) i Q ALL MOUNTED LIGHT CEILING MOUNTED LIGHT wENDENT LIGHT LOOD LIGHT WALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (1 cFm PER SQ. FT.) nee 3 BULB LIGHT FIXTURE Been 4 BULB LIGHT FIXTURE annann 6 BULB LIGHT FIXTURE 48' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN UNDER CABINET LIGHT ® I'x4' FLUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE NT) FLUORESCENT LIGHT (RECESSED) hl'x4' w FLUORESCENT LIGHT (IDURFACE ESS LIGHT ESS LIGHT (VAPOR PROOF) ING MOUNTED LIGHT WITH J-BOX OPT. FAN GtRICAL PANEL (FIELD VERIFY ATION) P153LOX OX (WALL MOUNTED) (CEILING MOUNTED) CEILING MOUNTED FAN Q VENT FAN (1 CF1M PER SQ. FT.) PHONE JACK (•Q SMOKE DETECTOR (CEILING MOUNTED) ® SMOKE/CASMOKE/CARESON MONOXIDED TECTOR (CEILING MOUNTED) CHIMES ®CEILING MOUNTED OUTLET DOOR OPENER TV TV JACK USB PORT NOTES- • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED s HOMEOINER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. + GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CPr INTERMITTENT PER TABLE M11501.4 OF FBCR 6TH EDITION (201-1). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30OA(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION 1111111404.1 FIELD VERIFY LOC. CWP„PF. ,y APP. 0 IRRIGATION OUTLET 48' APP. ❑ C� D E CEILING MTD. Ai LIGHT TO 5e C INSTALLED, PROVIDE I J-BOX FOR OPT. FAN GFI GFII-F t " _i I ITCH IN GREAT CABINET ROOM KITCHE w PIREA CL s FAD DINING of ^ a 22'-8' \I ' GFI OUTLET OF FOR DW t f AFL T�OR. I _ r I �li'CCJIH / PWDR. I PAN. GFI A 44' APP. / / P.S. FOR! / GARAGE DOOR / ,-' GARAGE KEYLESS FIXTURE GFI GARAGE DOOR F REWIRE PRE -WIRED CLG FAN FLEX Cam' �J r r P.S. FO HIMES c�NTRY t — --- J — — — — — — — — — — — — — — — — — — — 31 r/ OPT. COACH ^_^ �-• LIGHT ^1----------"" - FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4 m P-O' HOOD WIRE W/ OUTLET FOR FUTURE MICRO. WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Polo Bkr Description Watts Circuit I I Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 Space 5 6 6240 A/C C.U. 40 2 #8 S ace 7 8 PANEL -A PANEL: 42 crt breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- 91 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwave / Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator 1500 7 8 # 12 1 20 Dining Appliance Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer / Hall / Flex / PWDR AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Lanai, Dining Lts, Kitchen Lts AFCI 900 15 16 #14 1 15 Great Room / Stairs AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Hall / Laundry AFCI / Opt. Loft 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 #14 1 15 Bedroom #2 / Bathroom #2 AFCI 900 23 24 900 Owner's Suite AFCI 15 1 #14 #14 1 15 1 Bedroom #3 / Bedroom #4 AFCI 900 25 26 900 Owner's Bathroom AFCI 15 1 #14 Space 27 28 1000 Exterior Lights and Receptacles GR 20 1 #12 Space 29 30 1000 lIrrigation controls only 20 1 912 Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 A/C A.H.U. (Heater 5 KVA at 65%) 5525 39 40 Space Space 41 42 Load subject to demand factor calculations 1 line 17800 27700 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 bjecl to demand facto su 45500 First 10000 watts at 100% 10000 Remaining watts at 40°k 14200 Total A/C load 11765 7LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Total Connected Load Watts 35965 Total Am s(watts / 240 molts) 149.9 General Li hting & Rec e tacle Load Total A/C Square Feet 2436 7308 General Us & Rec 3 W / Sq. Ft. Hi -Hats 1 at 65W/Li ht at 100% 65 General 7373 Ckts# Watts/C Total watts General Us & Rec Panel A 111 6701 7373 PROVIDE 3 2/0 CU, TWM ♦ 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + NS CU N 2' CONDUIT. (CONDUIT TO TERMINATE A50YE SOFFIT • OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES! O A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &tH EDITION (20171 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. ( III Et ALL CONDUCTORS 4HA1 L BE TYPE THHN/rHWN UNLESS M NOTED OTHERWISE PROVIDE ISO AMP, 120/240 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE PROVIDE 3 01 COPPER (CU) N I-I/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) N 2" DIA SCHEDULE 80 PVC CONDuii UNLESS SERVICE i8 PROVIDED BY THE ELECTRIC COMPANY. C 0RDINAlE WITH THE ELECTRIC COMPANY PRIOR TO BID. COMBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN NEMA 3R ENCLOSURE TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM CONDNG IMR INAL At LOW VOLTAGE CONNECTIONS 00 AMP 0440 VOL' 1 PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE PI 6tH EDITION (20M). 8/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W 03 W p W A F ti SU'BDIY. die LOT:\ CREEKSIDE LOT #61 PROJECT# MODEL: 4EGB "GALEN" GARAGE SVMGi: ' %&Rf fT PAGE: FIRST FLOOR ELECTRICAL PLAN .60 MPH EX.P. ARCHITECT - STATE OF FLORIDA DATE: 06/13/18 SCALE: 1/4"=11— 0" SHEET ELECTRICAL LEGEND GYM. DESCRIPTION -#A- STANDARD SWITCH -4 3-WAY SWITCH -4 4-WAY SWITCH DIMMER SWITCH b PUSH BUTTON DISCONNECT 7 THERMOSTAT -8 SINGLE RECEPTACLE (125v/20-AMP SINGLE POLE) 110V DUPLEX RECEPTACLE 110v DUPLEX RECEPTACLE (E6IUIPPED ITH GROUND FAULT INTERUPTER/TAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLET WIRED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) 110V GUADPLEX RECEPTACLE ®MOUNTED) 110V DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CONNECTOR) F_o WALL MOUNTED LIGHT CEILING MOUNTED LIGHT PENDENT LIGHT L000 LIGHT WALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (I CFM PER 60. FT.) neon 3 BULB LIGHT FIXTURE An= BULB LIGHT FIXTURE =QDA rp BULB LIGHT FIXTURE 48' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN UNDER CABINET LIGHT ® I'x4' FLUORESCENT LIGHT (RECESSED) ® 1'x4' FLUORESCENT LIGHT (SURFACE MOUNT) 2'x4' FLUORESCENT LIGHT (RECESSED) x O RECESS LIGHT • RECESS LIGHT (VAPOR PROOF) CEILING MOUNTED LIGHT WITH J-BOX FOR OPT. FAN ELECTRICAL PANEL (FIELD VERIFY LOCATION) LOCATION)ELECTRJCAL METER (FIELD VrmRR;y i QJ J-BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) FILING MOUNTED FAN 0VENT FAN (I CFM PER Sa. FT.) �Q ONE JACK QE DETECTOR (CEILING MOUNTED) ® /C RBON MoNoxim D C OR G I ING MOUNTED) CHIMES ® C I MOUNTED OUTLET FOR GARAGE OOR OPENER TV TV JACK • mac• USB PORT NOTES: • LOCATION OF TV JACKS t PHONE OUTLETS 4 FANS TORE VERIFIED s HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI ® ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT t0 BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MI501.4 OF FBCR 6TW EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4(5= • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404.1 3 ,' PRE -WIRED CLCs FAN J' `J I W,I,C., I PRE -WIRED CLG FAN BDRM.#4 .� WALL MOUNTED LIGHT W/SWITCH IN At i PRE -WIRED �'' CLG FAN , Cam' `J OWNER'S SUITE SAD. F_ PRE -WIRED CL* PAN J' `J BDRM.#3 rl i T IAUN �roPt.' NER'S I, BATH SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4 = I'-V 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 E 02 ct W 0 w 4 11, MOM 8e LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 !MODEL: 4EGB "GALEN" GARAGE STrMG: 'RIGHT . PACE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. ARCMEM STATE OF FLORIDA Ell 06/13/18 SCALE: 1/4"=1'-0" 1 E2 F y 04 Cai h q F A 64 h SUHDIV. & LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SV#MG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. fDA 06/13/18 aSCALE: 1/4"=1'-0" RINT i9MEET NJ[ 1 l w Is 0 q 4 svaaiv. & LOT: CREEKSIDE LOT #61 PROJECT: 04321.000 061R1 MODEI.e 4EGB "GALEN" GARAGE S'�'1►ING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. C DATE: 06/13/18 SCA.LE: 1/4"=11— 0" SHEET 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 J r �111111 S UBDIV. ee LOT: CREEKSIDE LOT #61 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 60 MPH EXP. ic ARCHrMCT= STATE OF FLORIDA PRINT 06/13/18 SCALE: 1/4 11=11-0" SHEET