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HomeMy WebLinkAboutBUILDING PLAN PAGE 1-15A Z'I '_7 ._j A-A_d__ 2 2 _.A.3 A—Ai—i i\\ 1430 CUL.VER C>RIVE NE, PALM BAY, FL 32907 Tel= (321) 733-7092 Fax: (321) 733-7972 TERMITE TREATMENT RECUIRED 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 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL 6TH EDITION (2017) *FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION .AL% LOCAL AND STATE CODES *OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED — Vuit=180 MPH Vasd=124 MPH •EXPOSURE — C •1-STORY RESIDENCE - • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE MFR. MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM ADI. AD.IUSTABLE M.T. METALTHRESHOLD ALT. ALTERNATE MTD. MOUNTED AMP. AMPERAGE MTL. METAL BD. BOARD N.Ts. NOT TO SCALE CL CENTERLINE O.C. ON CENTER CAB. CABINET PL PROPERTYLINE CLG CEILING P.B. PUSHBUTTON CLR CLEAR PH. PHONE CONC. CONCRETE PIT. PLATE CPT. CARPET PLYWD. PLYWOOD C.T. CERAMIC TILE PR. PAIR D. DRYER P.T. PRESSURE TREATED DBL. DOUBLE R. RISER D.G. DUAL GLAZED RAD. RADIUS DIA. DIAMETER R.A.G. RETURN AIR GRILL DIM. DIMENSION REF. REFRIGERATOR DISP. DISPOSAL RM. ROOM DR DEEP R.O. ROUGH OPENING DR. DOOR S.C. SOLID CORE EXT DR D.S.DOWNSPOUT S.D. SMOKE DETECTOR DTI. DETAIL S.H. SINGLE HUNG D.W. DISHWASHER SHT SHEET EA. EACH SHTHG. SHEATHING ELEV. ELEVATION SHWR. SHOWER EQ. EQUAL SIM, SIMILAR EXT. EXHAUST XTE IOR SL. GL. SLIDING GLASS F.G./FX. FIXED GLASS STD. STANDARD F.G. FUEL GAS SWS SHEAR WALL FIN. FINISH SECTION FLR. FLOOR TEMP. TEMPERED GLASS FLUOR. FLUORESCENT THK THICK FR. DR. FRENCH DOOR T.O.C. TOP OF CURB FTG. FOOTING T.O.P. TOP OF PLATE GA. GAUGE T.O.S. TOP OF SLAB GAR. DISP. GARBAGE DISPOSA L TYP. TYPICAL G.F.I. GROUND -FAULT U.N.O. UNLESS NOTED CiL. GLASSTINTERR°PIER OTHERWISE V.P. VAPOR PROOF GLASS GYP. BD. GYPSUM BOARD W. WASHER H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD xDR. HEADER WDW. WINDOW HOT. OR HT HEIGHT W/H WATER HEATER INSUL. INSULATION W.I. WROUGHT IRON INT. INTERIOR LAV, LAVATORY LUM, LUMINOUS M C MEDICINE CABINET DATE DESCRIPTION ARCHITECTURAL S?�iEET DESCRIPTION PG Cl—COVER SHEET PG GN—GENERAL NOTES ALL MAMUMaUREsLAEILESSHOWINo PG Al —FIRST FLOOR PLAN NFIICTORSAND SHGCCOMPLIANCE PG AlA—FLOOR PLAN SECTIONS DETAILS Il�tnONAENERGY CODE MUST PG A2—SECOND FLOOR PLAN NtlALLDOORS AND WIN510W� 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 eMCfAI®FASIHB6A50RA1fIACFNRENIS PG M2—SECOND FLOOR MECHANICAL PLANS ARTRI&Op SNNJryOHN PG PI —PLUMBING PLAN QF PG DI -DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVALS CANNED :. PG WA1—WALL ASSEMBLY DETAILS 6Y PG WA2—WALL ASSEMBLY DETAILS �I° tuCie County PG WA3—WALL ASSEMBLY DETAILS THESE PLANS AND ALL PROPOSED WORK PG WA4—WALL ASSEMBLY DETAILS ARE SUBJECT TO ANY CORRECTIONS PG WA5—WALL ASSEMBLY DETAILS REQUIRED BYfIELD INSPECTORS THAT PG WA6—WALL ASSEMBLY DETAILS MAY BE NECESSARY IN ORDER TO COMPLYWITH ALLAPPLICABLE CODES. • 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 .FT. e CALC. S IST FLR LIVING 1,m1g SQ. FT. 2ND FLR LIVING 1,413 SQ. FT. TOTAL LIVING 2432 SQ. FT. GARAGE 432 SQ. FT. LANAI 80 SQ. FT. TOTAL 2,CIRCUc344 SQ. FT. I I C A/C VOLUME 2m2'I12 STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SIAA—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 —DETAILS PG S3.1BDETAILS PG S PG S4—SE—SECOND FLOOR PIAN PG S4.lA—DETAILS PG S4.2—SECOND FLOOR DOWEL PLAN PG S6—ROOFNFRAMING PLAN LAN AND NOTES /�� ��7 _ PG SNI—DETAILS �" PG SNl—DETAILS ST.Lttc colr�I�'Rt1 TVIV .` ND BY Cona REVVIEN NC DATE PLANS �.A PER T MUST BE KEPT ON JOI Ns. EITIQN WILL BE MADE• DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER 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 RESNER. AB DESIGN GROUP TAKES NO PONSIBILITY 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. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F Qq V O U W 4 E 6: ti SUBDIV. as LOT: CREEKSIDE LOT #40 PROJECT# 04321.000 04OR1 MODELA 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C rARiCHRECT: 8TATE OF FLORIDA 0 DATE: 05/31/18 SCALE: 1/4"= l'— O" SHEET CI GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN: IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE : ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. A THE ENGINEERED WOOD ASSOCIATION PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL . 1 I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE u LAYERS AND COMPACT TO 95 /o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3, MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4 NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 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. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 8 EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE PLUMBING 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. "A" 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 8. ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 1. GARAGE DOOR DRAWING. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 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 EXTERIOR WALL COVERINGS 2 AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, :SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3, AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH 4. AS PER SECTION R302.6 & TABLE R302.6 THE GARAGE SHALL BE SE PARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. ASTM-C926 & ASTM-C1063-12a. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT 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-C1063 -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: 407-7744078 www.abdesigngroup.com l AA #: 0003325 F N 03 04 w y a F 64 0 SVSDIV. 8e LOT: CREEKSIDE LOT #40 PROJECT.# 04321.000 04OR1 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: 1GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLONDA G DATE: 05/31/18 SCALE: 1/4"=11- 0" SHEET File Copy Dd1MLE TOP PLATE 911111 O.O. MAX IST FLOOR BTUDS TO 2ND FLOOR WWO SIMPSON META-36 • 32' O.C. MAX DOURILS TOP PLATE 2m CONTMOUS STRESS OLOOON6 MID WALL WEIOWT VARIES (2) Ti IIMAR ON CHAIRS 29 OONTINIMA eTftss MLOOCM MID WALL 2x SnOG • W' = MAX, uJok CAS PERK FASTNER 6CW11.46ILE PRE -ENS FLOOR Tmm 2x WWO • W Or- MAX, Ill SECURE MT. PLATE TO STUD W( SIMPWN SP4 I O.G MAX SECURE MT. PLATE TO IILAIS UV 1'x8' AWCNOR MOLT W/ 2' WARNER 9' EI"EIED. MN • 32' OF. MAX EPDXY NOT INMIRED FOR EXPANSION MOLTS 6IMPSLJN 81 • 32' OG. MAX �.' - �4' c cNm Few- CED Wi 6'X6" WA)QI w WUF OR PIMMO-6814 CN 6-MIL. VAPOR RETAIgpER ON um-OOMPACT9D CLEAN .. _. .. .. FILL Trwir E TREA17'TENT TO I MORA-CARE APPLUM AT FRAM 1461 A 2 STORY INT. WALL AT GARAGE SCALE: I/2' • I'-V" FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 15E IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302a4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105 N ro Ln 21 <r 38'-S" 12'-4" v 10'-0"v 16'-4" -4" le 7'-4' �_4` LA I I --------- COVERED . I LANAI OND 9'-0" III'-4" 8'-8' CLG, I II'-8" 3052-5H I I (2) 3052-SH o - - o 0 I `t 29'-2' I oI0 a II I II DINING ROOM o KITCHEN i ° I I I ,I, 8-8 CLCL 8-8' CLG. o CLG. �8'-8' - `�%Fill I I 9 A I HANDRAIL 0 I 42' H. HALF OPtj i WALL W/ CAP REF1 l I Q 1' _811 O -0" iI 4'-0" 5'-8" �t 5'-0' 8'-8° 1_011 POST 2X8 n gPeo. V ��✓✓ p STOR. �•a I I I I I I I t I ;� 61N PAN. I I I 1 1 1 1 up' CLG. Pvv �•e I 3-SH 8'-8' CLG. 0 MT ?8�'.� STAIR DATA �I11} - 16 RISERS A 1.54' 15 TREADS w 10' A" Al III +1' NOSING FLEX s III III 11 BOLLARD AS REG. PER BLDG. 8'-8' CLG, III' CODE III ACLG 11 FOYER SAS III V-8' CLG. 3068 W/ MT_ 36'XIO' -__ TRANS. 0 0 E . (2) 3052-SH 9, 4„ -,-4„ ENTRY 8'-8' CLG ❑— — — — — — — — — — ❑ — -- — — — — — — — — 16'-O'X7'-O'O.H.D. 4'-8" 2'-5' 21'-4' A MASONRY/FRAME WALL LEGEND [MMH�H] W-8' BLOCK WALL UNA ON PLANS BRCS. HCsT. VARIES 8' BLOCK WALL UN.O ON PLANS 18'-8' BRG. // INTERIOR LOAD BRG. WALL U.N.O. ON PLANS II INTERIOR NON LOAD 15R3. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE UNLESS NOTED OTHERWISE SQ.FT. CALC. S IST FLR LIVING 2ND FLR LIVING 1,019 1,413 SQ. FT. 50. FT. TOTAL LIVING GARAGE LANAI 2,432 432 80 50. FT. 50, FT, SQ. FT. TOTAL 2,944 SQ. FT. A/C VOLUME 20211.2 COWOMNr AND CLADDNO NO LOAD MW MILD SPOSIff FOR 3 S O= GM OPENNIM AND M BOUAW FOOfAW ZOPE 1801PH W1'D M!] RI MM MIN, WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA SjSD. MIN. 12 5 30/-37 CRITERIA 8010 O.H.D. 56 5 30/-38 16010 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.1 ROOF TILE N/A 3 -6819/ -58Z9 IF IF BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 2" FIRST FLOOR PLAN SCALE: 1/4 = I'-0' NOTE- -2-6 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 -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 4 ITS ATTIC AREA BY NOT LESS THAN Ii2'(12.7mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 5%'(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 l6TH ED.) 3021 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 y U W may.. O U rn A F C: SVHDIV. 8e LOT: CREEKSIDE LOT # 00 PROJECT# 04321.000 04OR1 MODEL: 4EGB "GALEN" GARAGE SYnNG: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA DATE: 05/31/18 SCALE: 1/4"=1'- 0" SHEET Al File Cupy Ii-41 _Ix D6L. tOP PLATE �)SCALE-- BAR DETAIL 1/4'•I'-0' (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING 3/4, T#G GIB FLOOR SECURE TREADS TO STRINGER GLUED t SCREWED W/(3M 3' SCREWS • EA PER FASTENER STRINGER UNTHREADED SHANK Esr44ErLE TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING i 10'-0 3/4' 2ND FIN. FLR \I STAIR DATA: 16R 0 154' 15 TREADS a 10'+ V NOSING STOR. 3/4' KICK ' NN \ PLATE I MAX. \ 10, NOSING \ MIN. \ \ \ 3-2x12 GYP STRINGER REINFORCED W/2X4 SPF W/CONT. BEAD OF "-FLOOR ADHESIVE PL-400 OR SIMILAR • EA HORIZONTAL RUN 2 X 4 RE-INFORCING • EA. 2 X 12 STRINGER SECURE W/12d 6'-S' O.G. 8'-S' BIZ. WGT. NOTE: STAIRS RISERS TO CONFORM TO FBCR 6TH EDITION (2011). MIN. TREAD=10' MAX. RISER=l WALL4W/ GAP 3/4' 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/0' MAX. CONT VARIATION IN ANY HANDRAIL RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO ISE 1 3/4' +-1/4' OR Wn PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN, 6' WIDE a NARROW END MIN. II' Z WIDTH • 12' FROM NARROW END 34' MIN. HANDRAIL HGT. � oQ� J. 0'-0' FIN. FLR. 2X4 ATTACHED W/104d MASONRY NAILS w 2X4 P.T. SLEEPER INTO SLAB WITHIN V OF EACH END, 32' OTC. MAX. r STAIR DETAIL B ARCH DETAIL SCALE: I/4'= I'-O' HANDRAIL £ 3b' W12X4 RE-INFOR CLEAR SPACE 5ETWEEN HANDRAIL AND THE WALL ALL BE NO LESS THAN 1 1/2' PER FBCR R311.1.8.2 NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CRO55 SECTION WITH A DIAMETER OF I4'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 160-1.8.1 / F.B.C. (201-1) 6th EDITION. D HANDRAIL DETAIL SCALE: 3/4" - I' -0' 1441 N. RONALD REAGAN 6LVDj LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w 0-3 v w O rn a F I9LTBDIV. & LOT: CREEKSIDE LOT #40 PROJECT# 04321.000 04OR1 W0DEU 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. ARCHITECT - STATE OF FLORIDA D A CHACRA AR NO 937231 n TE:: 05/31/18 SCALE: 1/4"=1'-0" WALLS L tit s'k ABLE ROOFS 10"<0_ 45e` For I: I foot -_ 304.8 nim, I het roe = 0.0175 call, Nrrtrs: a = 4 fect in all curses. 111-5" 2'-4" 12'-0" 10'—A44ll 11_QII VV 81—All '"YF 81-V 11 3052-SH 3052-SH 3052-SH ECsRESS EGRESS I EGRESS I TEMP ro BDRM.#2 s'-8' cLrs. BDRM.#4 N — BDRM.#3 s'-8' Ua �r 8'-8' CLC-L �n ❑ 6'-4' 2'-4" 4'-0" 9'-4' 2'-8" — ACHASE' I I r I I I I I I � I I I � I I I ( I I GABLE ROOFS 0 < 100 10It FIGURE R301,2(7) COMPONENT NT AND CLADDING PRESSURE ZONES 101,sl`'0<:301, i c tt N I IR-ISH I V\ 2' - 4" 6' -4' LAUN W-8' CLa �� > I �D Ilr�w� I 3-SH I II I L_—JL_—J 3'-10" '-6" 2'-4" I TI 8'-8' CLa -d4" TEMP. 0 22'x36' I I ATTIC S,ACCESS 8'-2" i C MN TEMP. BATH #2 8'-8' CLG. 42' H. HALF WALL W1 d I GAFF CHASE I W.I.C. I 8'-8' CLa I ryw I N e SUITE S N ' I. 3'-4' 1, 1' 38' -8' imuff \M - AP F*A' V, Wi . ' W�O �� s 3052-5I-1 3052-SH EGRESS EGRESS SECOND FLOOR PLAN in SCALE: 1/4 - 1'-0' 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 3/15' (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. fN MASONRY/FRAME WALL LEGEND IMMMEII S'-8' BLOCK WALL LINA ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UNA ON PLANS 18'-8' BRCS. INTERIOR LOAD BRCS. 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 V-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com Ilkt AA #: 0003325 00 F W w 0 W A st7HDIV- de LOT: CREEKSIDE LOT #40 PROJECT# 04321.000 040R1 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. j ARCHrmm STATE OF FLORIDA MAY, 11201 ; D TE 05/31/18 SCALE: 1/4"=1'— 0" SHEET A2 File Copy 26'-0" BLD HGT SHINGLE ROOF 10'-0 3/4" 2ND PLR.$ FIN. FLR. 8'-8" 1ST FLR L BRCa. PGT. 4' RAISED BAND (TYP.) 0'-0" FIN. FLR. I ]FRONT ELEVATION TEXTURED FINISH NOTE. LUALL FENESTARTION FLASHIN6 PER FBCR 103.4 OFF RIDC%E VENT i 10'-O 3/4" 2ND FLR. FIN. FLR. 8'-8" IST FLR _--- BRDG. HGT. 0'-0" FIN. FLR. _ _ _rn'- rn r;p - - 12 4 v REAR ELEVATION TEXTURED FINISH 12 5 ,66-8"_IST FLR ,418'-8" 2ND FLR._ - BRS. HGT. -O" 4' RAISED BAND, TYP. 8' RAISED BAND . 10'-O 3/4' 2ND PLR. 'FIN. FLR. 8'-8' 1St FLR - BR'x HCxt. COACH L IG44T 15'-8" 2ND FLR. — BRCS. HG r. ,410'-O 3/4' 2ND FLR. — FIN. FLR. 8'-8' 18T FLR BRCS. HCat. MODEL 2432-GALEN-4EGB (2-Story) AREA OF ATTIC = 1451 SQ. FT. NET FREE VENTILATION AREAR! 1/300 REQUIRED VENTILATION AREA = 1451 /300 = 4.84 SQ. FT. 4.84 = 696.48 SQ. IN. MIN. REQUIRED VENTILATION = .4X 696.48 IN UPPER PORTION OF ATTIC = 278.592 SQ. IN. (BALANCETO BE PROVIDED IN SOFFIT V ENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (netfree area) TOTAL# OF VENTS REQUIRED = 2.42 TOTAL# OF VENTS PROVIDED = 3 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEETOF 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 F W 04 W 0 W Q F 4 mew SUSDIV: 8e LOT: CREEKSIDE LOT #40 PROJECT# 04321.000 040R1 MODEL 4EGB "GALEN" GARAGE SWING. RIGHT PAGE: FRONT & REAR ELEVATION "H' 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA F It �T S05/31/18 sCALM: 1/4$$=1'-0" SHEET A3H 10'-0 3/4" 81.511 LEFT ELEVATION TEXTURED FINISH ],IGHT ELEVATION TE:XTUKr=D FINISH 2Np F-R. BRCS. HGzT. 10'-0 3/4" 2ND FLR. IST FLR BRCi. HGzT. FLR. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 BIIIIII SUDDIV. 8e LOT: CREEKSIDE LOT #40 PROJECT# 04321.000 040R1 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION "H" L60 MPH EXP. C SCALE: 1/4"=1'-off SHEET ELECTRICAL LEGEND SYM. DESCRIPTION -#P� STANDARD SWITCH -4 3-WAY SWITCH 4 4-WAY SWITCH 4 DIMMER SWITCH HE PUSH BUTTON DISCONNECT T THERMOSTAT SINGLE RECEPTACLE (125v/20-AMP SINGLE POLE) 110v DUPLEX RECEPTACLE IIOV DUPLEX RECEPTACLE (EQUIPPED WITH GROUND FAULT INTERUF'TER/TAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLET WIRED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT INTERUPTER) IIOv QUADPLEX RECEPTACLE ® 110V DUPLEX RECEPTACLE (FLOOR BUNTED) 220V RECEPTACLE (4 WIRE CONNECTOR) WALL MOUNTED LIGHT CEILING MOUNTED LIGHT PENDENT LIGHT LOOP LIGHT p WALL SCONCE PRE-wiRE VENT FAN WITH LIGHT (I CFM PER SQ. FT-) PDA 3 BULB LIGHT FIXTURE sane 4 BULB LIGHT FIXTURE A==A 6 BULB LIGHT FIXTURE 48' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN UNDER CABINET LIGHT ® 1'x4' FLUORESCENT LIGHT (RECESSED) ® 1'x4' FLUORESCENT LIGHT (SURFACE MOUNT) 2'x4' FLUORESCENT LIGHT (REC£SSEP) • X4, FLUORESCENT LIGHT O RE CESS LIGHT • RECESS LIGHT (VAPOR PROOF) CEILING MOUNTED LIGHT WITH J-BOX OR OPT. FAN ELECTRICAL PANEL (FIELD VERIFY LOCATION) C D TION) J-BOX (WALL MOUNTED) QJ J-BOX (CEILING MOUNTED) CEILING MOUNTED FAN 0 VENT FAN (I CFM PER SQ. FT.) Q PHONE JACK Q SMOKE DETECTOR (CEILING MOUNTED) ® SMOKE/CARBON MONOXIDE DETECTOR (CEILING MOUNTED) CHIMES ® G ILING MOUNTED OUTLET R GARWW DOOR OPENER I� 1 ' i TV JACK -E USB PORT NOTES- * LOCATION OF TV JACKS 4 PHONE OUTLETS E FANS TOM VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(L7) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI a ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE M1501A OF FBCR &TH 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(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 FB.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, 6th EDITION R4"I 00 00 COVERED LANAI CEILING MTD. LIGHT TO BE I ��I INSTALLED, PROVIDE J-BOX FOR I OPT. FAN OND.) II I 0 UP w \ UPI SWITCH IN CABINET GFI KITCHEN ° GREAT HOOD WIRE W/ r ROOM OUTLET FOR PRE -WIRED FUTURE MICRO. v DINING CLG FAN 01111 1 ;A �i ��� i 22'-8' 71 OPT.i &I OUTLE ( / FOR DW / o — S GF STOR. � \ yKt01 SIIUDIC�H� _ 110�d PAN. PWDR. GFI ®44' GFI ®44' wow AP.F. APP. 13 �1 1 _ �\ — - PRE -WIRED II 1 `\ CLG FAN GARAGE FOR R O DOOR � U FLEX 11 / FOYER GARAGE / �\ 111111 � \ KEYLESS Z \ \ FIXTURE � \\ GARAGE IRRIGATION 0 71 0 O FIE DOOR OUTLET a • B. FOR PREWIRE 48' APP. WR CHIME GFF� ENTR?F . I I I o o o OPT. COACH _'-------- LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 a 1'-0' METER FIELD VERIFY LOC. W P 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 12" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 12" C. Wire Pole Bkr Description Watts Circuit 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 1 6240 Ispace A/C C.U. 40 2 #8 5 6 S ace 7 B PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 12" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 12" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Blur 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 I Hall I FleX I PWDR AFCI 900 13 14 5000 Dryer GF1 30 2 #10 #14 t 15 Lanai, Dining Lis, Kitchen Lis AFCI 900 15 16 #14 1 15 Great Room / Stairs AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SO & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Hall / LaundryAFCI / 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 Owners Suite AFCI 15 1 #14 #14 1 15 Bedroom #3 / Bedroom #4 AFCI 900 25 26 900 Owners Bathroom AFCI 15 1 #14 Space 27 28 1000 Exterior Lights and Receptaci•s(3T 20 1 #12 Space 29 30 1000 Irrigation controls only 20 1 #12 Space 31 32 space space 33 34 space Space 35 36 Space Space N 38 Space #8 2 35 A/C A.H.U. Meater 5 KVA at 65% 5525 39 40 42 Ispace 41 Space Load subject to demand factor calculations / line 17800 27700 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GPI: GROUND FAULT INTERRUPTER Total load subject to demand factor 45500 First 10D00 watts at 100% 10000 Remaining watts at 40% 14200 Total A/C load 11765 LOAD CALCULATION IS BASED ON ArC NON -COINCIDENT LOAD Total Connected Load Watts 5596571 Total Am P.watts / 240 veils 149.9 General Lighting & Receptacle Load Total A/C Square Feet 1 2436 General Lis & Rec 3 W / Sq. Ft. 1 7308 Hi -Hats 1 at 65W/Light at 100% 65 General 1 7373 Ckts# atts/ck Total watts General Lis & Rec Panel A 11 670 7373 ISO AMP ELECTRICAL RISER NOT TO SCALE, GENERAL NOTES: A, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF T14E FBCR SIR EDITION (2011)- LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. S. ALL CONDUCTORS SHALL BE TYPE TWI WAN UNLESS NOTED OTHERWISE. POWER C0MPA TRANBFORMBR GRADE PROVIDE IB0 AMP, 120/240 VOLT, I PHASE SECONDAI¢X ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 01/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID, PROVIDE 342/0 CU, THWN * 1% CU IN 2' CONDUIT OR 3 04/0 AL, T14N * Ind+ CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICZE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 180A/1P M TEL.EPWONE SERVICE ENTRANCE EGIUIPPWa-NT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 e4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6U4 EDITION (2011) 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN Ell LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 04 C7 w W A SU33DiV. do LOT: CREEKSIDE LOT #40 PROJECT# 04321.000 04OR1 MODEL• 4EGB "GALEN" GARAGE STnNG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. DATE; 05/31/18 SCALE: 1/4"=1'-0" SHEET E1 ELECTRICAL LEGEND GYM. DESCRIPTION -#A STANDARD SWITCH 4 3-WAY SWITCH -4 4-WAY SWITCH 4 DIMMER SWITCH �-O PUSH BUTTON DISCONNECT 7 THERMOSTAT SINGLE RECEPTACLE (I25v/20-AMP SINGLE POLE) 110V DUPLEX RECEPTACLE 110V DUPLEX RECEPTACLE (EQUIPPED WITH GROUND FAULT INTERUPTERITAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLET WIRED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT INTERUPTER) 1IOV QUADPLEX RECEPTACLE ®MOUNTED) 110V DUPLEX RECEPTACLE (FLOOR 220V RECEPTACLE (4 WIRE CONNECTOR) WALL MOUNTED LIGHT CEILING MOUNTED LIGHT PENDENT LIGHT LOOD LIGHT WALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (I CFM PER SQ. FT.) neon 3 BULB LIGHT FIXTURE Cana 4 5UL5 LIGHT FIXTURE 9 6 5UL5 LIGHT FIXTURE 48' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN —� UNDER CASINET LIGHT ® 1'x4' FLUORESCENT LIGHT (RECESSED) ® I'x4' FLUORESCENT LIGHT (SURFACE MOUNT) LWj 2'x4' FLUORESCENT LIGHT (RECESSED) ® x O RECESS LIGHT • RECESS LIGHT (VAPOR PROOF) CEILING MOUNTED LIGHT WITH J-50X OPT. FAN ELECTRICAL PANEL (FIELD VERIFY LOCATION) RC D VERIFY nr-A,riew) i QJ J-50X (WALL MOUNTED) 0 J-BOX (CEILING MOUNTED) CEILING MOUNTED FAN 0 VENT FAN (I CFM PER SQ. FT.) < PHONE JACK Q SMOKE DETECTOR (CEILING MOUNTED) ® SMOKE/CARESMOKE/CAR5ON MONOXIDE D VECTOR (CEILING MOUNTED) 0 CHIMES ®CEILING MOUNTED OUTLET FOR GARAGE DOOR OPENER TV TV JACK <- luee PORT NOTES: LOCATION OF TV JACKS E PHONE OUTLETS 4 FANS TOSE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING + ALL RECEPTACLES IN ALL INHA51TABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) s DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TASLE M1501.4 OF FBCR 6TH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) * WIRING METHOD SHALL 5E NON METALLIC GABLE AS NEC 2014 ARTICLE 300.4(5X2) s ALL RECEPTACLE TO 5E TAMPER -RESISTANT TYPE ALL LAMPS SHALL 5E SELECTED 5Y BUILDER AND 15% OF LIGHTING MUST 5E ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6!h EDITION R404.1 SECOND FLOOR ELECTRICAL PLAN &CAL)=: 1/4 = I'-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F v W y. 0 W A F ti SVBDIV. de LOT: CREEKSIDE LOT #40 PROJECT# 04321.000 040R1 MODEL: 4EGB "GALEN" GARAGE STrMG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. C ARCHrrECT- DATE: 05/31/18 SCALE: 1/4 SHEET E2 File Copy FIRST I ]FLOOR HVAC PLAN cxALEN EQUIPMENT SCHEDULE 4 TONS MFG CARRIER G.U. 25H5C548A*030* A.H.U. FX4DN(13P)04SL HEAT 5KU SEER 15 SEER TOTAL CAP 41500 ELECTRIC 20S/230/IPW 5RKR G.U. 40 A.W.U. 35 REF LINES 1/8, < 3/8, F W y V O a q 4 IM SU'SDIV. at LOT:CREEKSIDE LOT #40 ROJECT# 4321.000 040R1 ODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: H VAC PLAN 160 MPH EXP. C File Copy BDRM. 3 10X6 -15 GPM 12XS PASS 5\ I 124 LAUN. 16 1 SX4 16' 45 GPM SX4 L CPT9 r BDRM. #4 10X6 120 %CFM 12XS PASS TI—IRU - MAWNITE LOUVER PLANTATION —04 2V MAX A BDRM. 2 12XS 6' PASS TI—IRU 10X6 120 GPM 15 W.I.0 o I 10X6 I 10X6 o alo I I �5 GFM 14' 1120 GPM 50 L-----------------� j � I 10�1 I �\ 16 SECOND FLOOR OWNER'S SUITE HVAC PLAN F W V W O A E Q mv st73133DIV. & LOT: CREEKSIDE LOT #40 PROJECT# 04321.000 04OR1 MODEU 4EGB "GALEN"W GARAGE SING: RIGHT PAGE: HVAC PLAN L60 MPH EXP. JC D TE: 05/31/18 SCALE: 1/4"=11— 0" SHEET M2 j F:lc C'®py FIRST FLOOR PLUMBING PLAN SCALE. 1/4 = V-0' SECOND FLOOR PLUMBING PLAN SCALE. 1/4 = I'-0' 21 VTR k I I/2/-� i •'I\ � 1 1/2'�j WASHER 2' 2' VTR 2' 2' In' KITG1-1EN SINK W/ AUTO VENT PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 W h 04 W 0 t� A F sVBDIV, de LOT: CREEKSIDE LOT #40 PROJECT# 04321.000 040R1 MODEL: 4EGB "GALEN" GARAGE SYnNG: RIGHT PAGE: PLUMBING PLAN L160 MPH EXP. C 05 /31 /18 SCALE: 1/4"=1'-0" SHEET Pi PER FLR PLAN 1/2, CLG. 1/2' DRYUTALL 0-0' FIN. FLR 2X4 TOP PLATE 2X4 WOOD STUDS 024' oz. SLAI3 NOTE: STUDS IN PARTITIONS SUPPORTINCs WALL HUNG PLUMBINC% FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL (NON— BRG. SCALE: 3/4' F15ER3LASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a' DS.B. SHEATHINGS OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENCS TRUSS MTL. DRIP EDGE 2x FASCIA PER TYP. ELEVATIONS O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—k-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5/8, GYPSUM Bk OR 1/2' HICSH STRENGTH CLGs. 50ARP SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION —R-4.1 INSULATION —WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRINGS STRIPS ® 24' O.G. S' CMU 1/2, GYP. WL. 5D. WOOD SASE A W WINDOW OPENING CAA LK AND DEAL GAS LINE 111 PVG SLEEVE FOR GAS LME s• cm 14• GrW_ DD. 1� WOOD {SASE 9. J14 a �� SEE SCHEDULE FdR &P, 13AR W= �K AND BAR WAINTY 2 GAS LINE THRU BLOCK D1 SeAL8,1n•.r-a 1/2' THICK 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALv. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODS GALV.STEEL— APPROVAL REEL VERTICAL TRACK BY MAUF. FASTENED TO TRACK BRACKETS WvPRODUCT APPROVAL R'Ea CORNER DEAD a, Cm SEE STRUCTURAL FOR REINFORCEMENT 2xi P.T. LLD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REO. SEALANT 4 WEATHER STRIP MOULOMG ALL AROUND (BY DOOR MANUFJ 3 � GARAGE DOOR JAMBS Dl J SCALE: 11/2'=1'-O' FIRE ASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER ON F PAPER OR PER STRUCTURAL DETAILS —\ F15ERGLASS SHINGLES Sr THETI DUCT, OVER 030 FELT PAPER INSTALLED PE ECTION OR SYNTHETIC R905.1.1 ON .5.5. PRODUCT, INSTALLED SHEATHINGS OR i' X PER SECTION R905.1.1 PLYWOOD SECURED ON O.S.B. SHEATHINGS FASTENER SCHEDULE—STIFF5ACK AT ALL UPRICsHTS— OR }' CDX PLYWOOD PER STRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE I PRE-ENGSWD. TRUSS —REFERENCE MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS CONT. 2x RAT RUN SECURED R PRE-ENGS TRUSS VENTED SOFFIT STRUCTURAL DETAILS PRE-ENCS. CSABLE TRUSS SEE ENERGY CODE FO S MTL. DRIP EDGE INSULATION R-VALUE" WEEP SCREED PER ELEVATION e 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER 5/8' GYPSUM OR 1/2 — VENTED SOFFIT STRUCTURAL DETAILS ICSH STRENCSTH BOA / THICK 2 COAT PORTLAPPLIED ND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR e a d q. _ a 4 TYP. WALL SECTION B NO OPENINCa NOTE: PER SECTION Wr2ll - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE: 3/4' = I'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22(o TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6-I5-I 1/2' THICK, 2 COAT-1— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. 8' CMU ol a U ' q Q. a L A W WINDOW OPENING WINDOW TACHMENT AS PER MANUFACTOGES SPECIFICATIONS K P.T. FURRING — STRIPS o 24' O.G. 1/2' GYP. WL. 15D. WOOD BASE b FIBERCsLAS5 S LES OVER w30 FE PAPER OR SYNTHETIC DUCT, INSTALL PER SECTION R905 . ON a' O.S.B. SH THINGS OR CDX YWOOD SECURED PER ASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GA5LE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU _ OL 0'-0' FIN. FLR l Y a � e a ' a � ba B TYP. WALL SE NO OPENING% I —STORY GABLE BLOCK WALL SCALE: 3/4'=I'-O' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F U W 0 W A F Eti SVSDIV. 8e LOT: CREEKSIDE LOT #40 PROJECT�E 04321.000 040R1 MODEL: 4EGB "GALEN" GARAGE SYMMIG: RIGHT PAGE: DETAILS L60 MPH UP. C ARCHITEJDA STATE OF F 11 MA19323 ROLAND RA AR TE:: 05/31/18 f CALE: 1/4"=1'-0" PRINT -I HEET File Copy FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' OS.E. SHEATHING: OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENGs WD. TRUSS--- 24' O.G. MAX. METAL DRIP EDGE—*� 2x FASCIA PER ELEVATIONS REFERENCE - STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL IX2 FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP PER _LEVATION ° PER r=N=wxy ON PER ENERGY CODE FORM. 0 5/6' GYPSUM BOARD TYP. OR 1/2' HIGH STRENGTH CLGs. BOARD Ix2 FIRE -STOP INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL `n 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE �rR -LEVATION R LEVATION FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON J' O.S.B. SHEATHING: OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENGa WD. TRUSS — 24' O.G. MAX. METAL DRIP EDGE R-30 INSULATION PER ENERGY 2x FASCIA PER ZVOH. CODE FORM. ELEVATIONS 5/8' GYPSUM BOARD TYP. OR In' HIGH STRENGTH VENTED CLGx. BOARD SOFFIT Ix2 FIRE -STOP REFERENCE - STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY t0 MASONRY IX2 FIRE -STOP SEE STRUCTURAL 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLGs. BOARD LEVATION IX2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING STRIPS w 24' O.C. as CMU 1/2' GYP. WL. ED. WOOD EASE In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY t0 MASONRY IX2 FIRE -STOP 4.1 INSUL. H Ill 1 ul w CL 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING: SCHEDULE �r L R LEVATION R LEVAtION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLGs. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS ® 24' O.C. 8' CMU I/2' GaYP. WL. BD. WOOD BASE Q. u'- a a a a a. GRADE a GRAL2E LING ° a ° LIB a a d n W/ WINDOW OPENING n WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4' = I'-O' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w In, W may.. 0 tj w A E h StJHDIV. 79 LOT: CREEKSIDE LOT #40 PROJECT# 04321.000 040R1 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: DETAILS L60 MPH EXP. C ABC HrrECT STATE OF FLORIDA i I D A CHAORA AR NO 93723 05/31/18 SCALE: 1/4"=1'— 0" SHEET 1-D2 File C®k�' �- 0 MIN. TO BLK W/ (2)1YX8' A -BOLTS 4' EMBEDMENT MIN. ASHER AND NUT SPACED EVENLY FROM FLOOR TO OR HpR M JOINTS PRIOR t0 FILLIR1Cx 0 0 SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR RUCK W/ (5) )4'X8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XYe WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLIW-% 1-2X6 PT I5LOC.K • CENTER OF DOOR HEADER W/(I))?X8' J-BOLTS 0 4' EMBEDMENT W/ 2'X2'XX' WASHER AND NUT. © INOTES: I q ALL ANCHOR5 SHALL IMIN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT S' CMU 15 ' DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %"X4" MIN. ❑ SECURE THRU FRAME 4 EXTEND I-Y4' INTO BLOCK tL (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 P. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING \`-DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 /:\ WINDOW TO BLACK +3/4_OR +5 4 &,-ALE; N.T.S. 2)<4: SECURE TO BLOCK W/ W6 TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6:® SECURE t0 BLOCK W/2-%1 TAPGONS(MIN. SPANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') - WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2XS: cm SECURE TO BLOCK W/2-346 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 18' O.G. MAX SPACING. '--" 8' CMU ❑ YJ' DRYWALL I'X4' OR I'X2' P.T. NAILER r-0OOR CASING DOOR JAMB OR WINDOW ATTACH t0 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (00 NOT EXCEED Y4') DOOR JAMB TO BLACK +1-1/2" WINDOW TO 131DCK +1-1 2" B SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ 3,(6 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') WITHIN 8' OF EACH EN 4 D 18' OG. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6 SECURED THROUGH SECURE t0 BLOCK W/2-V NON-STRUCTURAL W6' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') ' DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. I'X4' OR I'X2" P.T. NAILER ® 2XS: ❑ SECURE TO BLOCK W/2-3i(6' �{6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 POOR JAMB OR WINDOW MIN. EMBEDMENT I Ya') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15 16" i� WINDOW TO BLOCK +1-15/ 8" " SCALE: N.T S. 2X4:® SECURE t0 BLOCK W/ 3(e TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6om 3� SECURE TO BLOCK W/2—n6" TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8csm SECURE TO BLOCK W/2-%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 IS' OZ. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL V TAPCON MIN. I-Y4' EMBEDMENT INTO BLOCK. 8" CMU ❑14' DRYWALL -I'X4' OR I'X2' P.T. NAILER r-DOOR CASING DOOR JAMB OR WINDOW .ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +2 1/4" /� WINDOW TO BLACK +2 1/4" D SCALE: N.TS. 2X4m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN S OF EACH END 4 NOTE: STRUCTURAL 2X IS' O G. MAX SPACING. MUST BE ON OUTSIDE 4 2X&cm SECURED THROUGH SECURE t0 BLOCK WJ2-3)(6'NON-STRUCTURAL ' TAPCONS TAPCON MIN. 1-Y4' N.SPANK SIZE .145 (MIN. S EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Y49 -' DRYWALL WITHIN 8" OF EACH END 4 ❑ I'X4" OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. 2X8cm SECURE TO BLOCK W/2—W6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NNOW TO M.LMD JAMS eVO NOT WCOW hs) DOOR JAMB TO BLACK +3" E WINDOW TO BLACK +3" SCALE: N.TS. 2X4 SECURE TO BLOCK W/ Wia' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. 2X6:cm SECURE TO BLOCK W/2-3(e TAPCONS(MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 11") NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL' TAPCON MIN. 1-Y4' EMBEDMENT INTO BLOCK WITHIN S' OF EACH END 4 8' CMU 18' O.C. MAX SPACING. ❑' DRYWALL I'X4' OR I'X2' P.T. NAILER 2XS:® SECURE TO BLOCK W/2-346" 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER 145 W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIN. EMBEDMENT I Y4') OOR CASING WITHIN S' OF EACH ENE) 4 DOOR JAMB OR WINDOW IS' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3" WINDOW TO BLOCK +T F SCALE: N.tS. 2X4 SECURE t0 BLOCK W/Ya' TAPGONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IV O.C. MAX SPACING. SECURED THROUGH NON-STRUCTURAL 3(6' SECURE TO BLOCK W/1-1/4" PCON MIN. TAPGONS(MIN. SHANK SIZE M EMBEDMENT INTO BLOCK. E .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4')l8.' CMU ; DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. ❑ I'X4' OR I"X2' P.T. NAILER 2XS� SECURE TO BLOCK W/1-1/4' 7{6' O.SJ3. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SNM AS NEEDED To MAM J" (DO Nor MXCW-D,49 DOOR JAMB TO BLACK +3-7/18 WINDOW TO BLACK +3-7 16" G SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE e SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL �1(6 TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CMU WITHIN 8' OF EACH END 4 ❑ V DRYWALL 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XScm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS 7PTOTOARRCW CASING (MIN. SHANK S1ZE .145 MIN. HEAD SIZE: 300 MIN. EMBEDMENT I Y4') JAMB OR WINDOW WITHIN 8' OF EACH END 4 TO 2X PER IS" OG. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3 3/4" WINDOW TO BLOCK +3 3 4" H SCALE: N.T.S. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W 04 v W 0 tj W 4 r Eti SVHDIV. 6e LAT: CREEKSIDE LOT #40 PROJECT# 04321.000 04OR1 MODEL• 4EGB "GALEN" GARAGE STnNG: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHTECT- STATE OF FLOMA 05 /31 SCALD: 1/4"=1'—O" 1 3HEET File Col,y