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HomeMy WebLinkAboutBUILDING PLANPILE COPY 99 p � n o ) o ) • 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. b qD PERMIT MtJSr BE KEPT ON JOB NO INSPECTI S) WILL BE MADE SCANN BY 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 DESIGN CRITERIA: . FI�C RESIDENTIAL 6TH EDITION (2017) ABC • FLORIDA FIRE PREVENTION CODE 6TH EDITION ADJ. . NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION AMP. LOCAL AND STATE CODES BD. .ALL CL • OCCUPANCY — RESIDENTIAL, GROUP R3 CAB. CLG. •CONSTRUCTION TYPE — VB CON • MIN. INTERIOR FINISH — CLASS B c cP • BASIC WIND SPEED — Vult=160 MPH C.T. Vasd=124 MPH D. DBL. • EXPOSURE — C D.G. • 1—STORY RESIDENCE — DIM. •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DISP. AND STATE CODES DP. DR. D.S. SUT. CALC.'S D W. EA. ELEV. IST FLR LIVING 1019 SQ. FT. EXXH. M FLR LIVING 1413 SQ. FT. EXT. F.G./FX . TOTAL LIVING 2432 SQ. FT. F.G. FIN. GARAGE 432 SQ. FT. FLR. PORCH 01 SQ. FT. FLUOR. FR. DR. TOTAL 3031 SQ. FT. FTG. GA. GAR. DISP. RFT A/C VOLUME 20211.2 GL. GYP. BD. H.B. H.C. HDR. HOT. OR HT INSUL. INT. LAV. LUM. M.C. Fax: (321) 733-7972 ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ABOVE MFR. MANUFACTURER AIR CONDITIONING) MIN. MINIMUM ADJUSTABLE E M.T. MOUATTHRESHGLD 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. PUSHBUTTON 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 SSIMILAR EXHAUST SL. SLIDING L. 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 OTHERWISE GLASS LASSVAPOR V.P. VAPOR PROOF GYPSUM BOARD W. WASHER HOSE BIB W/ WITH HOLLOW CORE VIM. WOOD HEADER WDW. WINDOW HEIGHT W/H WATER HEATER INSULATION W.I. WROUGHT IRON 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" n " 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 PI —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 DESCRIPTION PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.iB—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 BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h V ,y3 O rn A F a: de CREEKSIDE LOT #57 PROJECT# WODEr r 4EGB "GALEN" PAGE: COVER SHEET 60 MPH EXP. ARCHrrECT- STATE OF FLOFN 1 DA'Pid: 06/13/18 SCALE: 1/4r'=1'-0r' SHEET cl 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) UNO. 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. 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. 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" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95% 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. FABRICATION OF THE WORK. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 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) 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 8 EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8 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 ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 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. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 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 2. AS PER SECTION .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 PURPOSES SHALLL NOT PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH NOT BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SOLID WOOD DOORS NOTT 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. 1-3i8 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." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" 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 1/2 -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. 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. ALL 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'/4" PVC (SCHEDULE 40), INSULATED WITH W" 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-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: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F m ct W ti 0 a E F 0 U de CREEKSIDE LOT #57 PROJECT# MODEIA 4EGB "GALEN" GARAGE SWING:, . . c I PAGE: GENERAL NOTES 60 MPH EXP. ARCHfTECT- STATE OF FLON D DATE: 06/13/18 SCALE: 1/4"=1'-0" a a T„N FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC 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 R302.10.5 'AA' -A, -4' I I COVERED I I LANAI I II'-g" I 3052 -SH l2) 3052-SH 6068 S.G. _ =2431-211 I I I i GREAT I I I 27 A O II ROOM DINING I 1 OIO e'-e' G &-a' CLG j ��• KITCHEN I o .o r l i i • �' s'-8' CLG. CONT. HANDRAIL 42' H. HALF WALL W/ CAP �i i OPT. 1'-all I iip 4 _0 8l-8l 5'-0° 5'-8° 4'-0" 3'-0' POST U y u---_- 2X8 . c. 8 1i 6 `0 I I I I I I I STOR. q PED. -r UP I I I I I I I v C INK PAN, A PWDR. a' -a' CLG. V-8' CLG. 3-SH O STAIR DATA (MT. 0 16 RISERS * 1.54' 15 TREADS A 10' �10 A, NOSING III BOLLARD ul III 0 AS R5LDG. PER BLDG. ' FLEX CODE III a sRA FOYER III W-8' CLG. III 3066 W/ 361XIO' TRANS. L1j Cv 0 (2) 3052-SH 1'-44 ENTRY i V-a' CLG. ----- - - - - - - - - - - o 0 -------------------- I6'-O'xl'-O'O.H.D. T 81.811 V L/ 21'-4' 17'-4" FIRST FLOOR PLAN SCALE: 1/4 - 1'-0' N I SQ.FT. CAM'S IST FLR. LIVING: 2ND FLR LIVING: 1019 1413 SQ. FT. $a FT. TOTAL LIVING: GARAGE PORCH 2432 432 81 SQ. FT. SQ. FT. SQ. FT. TOTAL 3031 SQ. FT. A/C VOLUME 20211.2 CONP0W AND CLAD10 NO LOADS BASIC 01D BM'OSE Foe a SEC= GM OP9Nf#8 AND TYPE SOUNE FOOtACE ZONE 1W IrH YYMO Mtl FEMAI S MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR OWING 21 5 32/-42 DR MIN. CRITERIA SJ3.0. MIN. -12 5 30/-31 CRITERIA 8010 O.H.D. 56 5 30/-38 16010 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-38B -68.29/ IF ROOF TILE N/A 3 -58Z1B APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, 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 5R3. HGT. VARIES LKL�� 8' BLOCK WALL UNA ON PLANS IS'-8' BR-4. INTERIOR � BRCS. WALL U.N.O. ON PLANS I— I INTERIOR NON LOAD BRCS. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS To BE 6'-a' 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 -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 E ITS ATTIC AREA BY NOT LESS THAN /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 Sk•'(15.9mm) TYPE X GYPSUM BOAR 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 2011 (6TH ED.) 302.1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r �11111' ISUHDIV. de LOT: CREEKSIDE LOT #5`7 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SWING: �'I' PAGE: FIRST FLOOR PLAN 160 MPH EXP. ARCHrrECT- STATE OF FLORIDA 13 r a &N a DATE: 06/13/18 SCALE: 1/4$$=1'-0" SHEET NOTE - STAIR TO F MIN. T 3/4' 3 RISE EACH VARI RISE CI DIA T GRA h' WI WIDTH END I. 4' r DBL. 7i TOP PLATE A BAR DETAIL SCALE: 1/4'=I'-0' BCR ATION R/TREAD RGULAR SVALENT D 34' (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING: SECURE TREADS TO STRINGER 3/4' T*G SUB FLOOR W/(3M 3' SCREWS • EA GLUED 4 SCREWED STRINGER UNTHREADED SHANK PER FASTENER TO EXTEND BEYOND THICKNESS SCHEDULE 10'-0 3/4' 2NO FIN. FLR OF SUB -FLOOR SHEATHING D /N BRG. HGsT. _ G FLp- TRUSSES FLR. TRUSSES RISERS TO CONFORM OTH EDITION (2011). REAP =IV" MAX RISER= 42' H. I/2 3/4' KICK r /16' MAX. VARIATION IN WALL W/ CP 1" MAX. �A� � STAIR DATA: s/tO FADS ADJACENT TO OTHER 3/S' MAX. NOSING 10" RTRE IN ANY COP1t, 15 DS p MIN 10'+ 1' NOSING HANDRAIL HANDRAIL CRDSS SECTION O BIB 1 3/4' +-1/4' OR d) r- IDE WINDERS- MIN. S T 0 R. PAH��I aRND MIN. 11' z Yl'NARROW W 6 x Tip 2C IL? TO FIT i z MIN. HANDRAIL HGT. Z Q p n dl 3-2x12 SYP STRINGER REINFORCED W/2X4 OFF 1: m W/CONT. 5EAD OF SUB -FLOG ADHESIVE 2 k 4 RE-INFORCING PL-400 OR SIMILAR • EA HORIZONTAL RUN 0'-(rJ' FIN.;=LR • EA. 2 X 12 STRINGER SECURE W/12d W-W O.G. Ozi 2X4 ATTACHED W/ 10d MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O G. MAX. STAIR DETAIL HANDRAIL 19 36' W/ 2X4 IRE -INFOR 2 DIM VARIES io 0 61 ' @ARCH DETAIL SCALE= THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R3111Z.2 NOTE: I. HANDRAIL-S SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I4"1 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 1/40. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/5. 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 1601.8.1 / FB.C. (2011) 6th EDITION. DPA-" RAIL DETAILCALE: 3/4' - I'-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r„ w h U O A F is ti f '"g l / ✓ F N yyi/� �✓ 4 SUBDIV. ee r'0 CREEKSIDE LOT # 5'7 PROJECT# 04321.000 061R1 adODEL: 4EGB "GALEN" C;ARAGi•E SYMCGF: Fes'I'l PAGE: DETAILS 160 MPH EXP. 06/13 SCALE:1/4 19=11-011 SHEET 0 12' -0" 2' -4' I I' -8" 12' -811 8'-4' 1, I V-4" II'-S' 10'-4' i4 EGRESS EGRESS TEMP q BDRM.#2 N 8DS' CL& s S'-4' 1) I1 I�CHASE BATH #2 8'-8' CLG. II'-10" 42' H. HALF WALL W/ I CHASE CAP I "� I W,1.C, /� i `'•a 8 -8' cLa ! � _ I_oil K/ 5'-4' .2'-0' 9_03 SUITES 8'-8' CLC& EGRESS BDRM.#3 8'-8' CLCs. 2'-4' 61-411 'dill V-1 ., ATTIC , 3052-SH 3052-SH EGRESS EGRESS 1E o p 41-41 J'-S° �'-4" 3'-4' ,'-011 21'-4' 38'-8' , SECOND FLOOR PLAN SCALE: 1/4 • I'-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 3/8' (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. MASONRY/FRAME WALL LEGEND V-s' BLOCK WALL UN.O ON PLANS BRCS. WGT. VARIES 8' BLOCK WALL UNA ON PLANS F/777777 -1r1 INTERIOR LOAD BRCS. WALL UN.O. ON PLANS I- _ I INTERIOR NON LOAD BRG.WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -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 E w r 04 w 4 tj w a F sumxV. & LOT: CREEKSIDE LOT #57 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SWING: PAGE: SECOND FLOOR PLAN 160 MPH EXP. ARCHITECT STATE OF FLORIDA JUN h DA'PE� 06/13/18 SCALE: 1/4"=111-01' SHEET A UT 26'-0" BLD HGT 2ND FLR BRCa. 1 ICxT. I�. 4' RAISED BAND, TYP. y- r 8' RAISED BAND 10'-0 3/4' 2N2 FLR FIN. ZZ- 8'-8' 1ST FLR BRGs. HGT. COACH LIGHT IE=7R31 10'-0 3/4' 2ND FLR FIN. FLR— -- 8'-8' 16T FLR I" i FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTARTION FLASHING PER FBCR 103.4 OFF RIDGE VENT 12 4 4 � r r 0'-0" FIN. FLR 0' - 0' C_* - - - - — - - - - - REAR ELEVATION TEXTURED FINISH 12 4 SHINCsLE ROOF 4'-8' 2ND FLR RCs. HGT. _ `10'-0 3/4" 2ND FLR. FIN. FLR. 8'-8" 1ST FLR BRG. HGT. 4' RAISED BAND CTYPJ -0" FIN. O�" ev CIS'-8' 2ND FLR. BRIs. 1 GT. ,�10'-0 3/4" 2ND FLR. FIN. FLR. 48'-8" 16T FLR BRCS. HCaT. 0'-0" FIN. FLR. -0 - 0 GRADE 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. MIN. REQUIRED VENTILATION = .4X 696.48 IN UPPER PORTION OF ATTIC = 278.592 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = TOTAL#OFVENTSREQUIRED = TOTAL#OFVENTSPROVIDED = SOFFIT VENTILATION AREA LINEAR FEET OF SOFFIT REQUIRI 115 SO. IN. PERVENT(netfreearea) 2.42 3 7 SQ. IN. PERLINEAR FT (netfree area) 39.80 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E V WW h W 0 F A r-4 SVHDIV: de LOT: CREEKSIDE LOT #5r7 PROJECT# 04321.000 061R1 MODEL• 4EGB "GALEN" GARAGE SWING: PAGE: FRONT & REAR ELEVATION "H" 60 MPH EXP. ARCHITECT. STATE OF FLORIDA ROLAPD A ABHACRA AR NO 93723 DA ET 06/13/18 SCALE: 1 /4"=1'- 0" SHEET A3H ` N I8'-8' 2ND FLR. BRCS. HGT. 10'-0 3/4" 2ND FLR. FIN. FLR.O 8'-8" 1ST FLR BRCx. HCsT.� /i o ' — // /, r. • . �� 18'-8" 2ND FLR. _ BRCS. HGT. 10'-0 3/4" 2ND FLR FIN. FLR.-- 8'-8" IST FLR,J _ i3RCa. HGT. LEFT TEXTURED FINISH ELEVATION RIGHT ELEVATION TEXTURED FINISH 5'-8" 2ND FLR. 3RCa. HGT. I 0 3/4" 2ND FLR. FIN. FLR. I5T FLR BRCS. ;4GT. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 1 AA #: 0003325 F rig N U W 0 c F 5.59/�SlD 5;N S4 f� r ai'�' pa2'bD? ga�� n� �:. - svBDzv. & LOT. CREEKSIDE LOT #57 P120JECT# 04321.000 06lR1 MODEL: 4EGB "GALEN" GARAGE SYnNG: PAGE: LEFT & RIGHT ELEVATION "H" 60 MPH EXP. DATE: 06/13/18 SCALE: 1/4"=1' - 0" 9EEET ELECTRICAL LEGEND SYM. DESCRIPTION -0- STANDARD WITCH -WAY SWITCH �{} 4-WAY SWITCH DIMMER SWITCH HE PUSH BUTTON DISCONNECT T THERMOSTAT SINGLE RECEPTACLE (125v/20-AMP SINGLE POLE) =30110V DUPLEX RECEPTACLE 110V DUPLEX RECEPTACLE (EQUIPPED WITH GROUND FAULT INTERUPTER/TAMPER RESISTANT TYPE) IIOV DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) EXTERIOR WATERPROOF/GFI =99-- RECEPTACLE (GROUND FAULT INTERUPTER) IIOV QUADPLEX RECEPTACLE ®MOUNTED) 110V DUPLEX RECEPTACLE (FLOOR 220V RECEPTACLE (4 WIRE CONNECTOR) I-o WALL MOUNTED LIGHT CEILING MOUNTED LIGHT PENDENT LIGHT LOOD LIGHT WALL SCONCE PRE -WIRE VENT PAN WITH LIGHT (I CPM PER SQ. FT.) nee BULB LIGHT FIXTURE 4 BULB LIGHT FIXTURE AsR& BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN UNDER CABINET L04T ® I'xW FLUORESCENT LIGHT (RECESSED) I'x4' FLUORESCENT LIGHT (SURFACE ® MOUNT) 2'x4' FLUORESCENT LIGHT (RECESSED) O x mem ORECESS LIGHT • RECESS LIGHT (VAPOR PROOF) ING MOUNTED LIGHT WITH J-BOX OPT. FAN CTRICAL PANEL (FIELD VERIFY ATION) LECTRICAL METER (FIELD VERFr OCATION) P OX (WALL MOUNTED) Q OX (CEILING MOUNTED) G MOUNTED FAN AN (1 CFM PER SQ Pt.) JACK DETECTOR (CEILING MOUNTED) JJACK /G X D DETEC OR MOUN ) FOR E OR NERET IZ—. P65 PORT NOTES: • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TORE VERIFIED ! 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 TO BE LOCKOUT IN PANEL -' BATHROOM EXHAUST PAN t0 HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE M1501A OF F5CR 6TH EDITION (20171) * 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(BX2) - 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. bth EDITION R404.1 CEILING MTD. ❑ COVERED E LIGHT TO 8E 1 INSTALLED, I PROVIDE I xx J-50X FOR I OPT. FAN C ' i GOND I GF1� q9/ 0 0 El ElE_ - El0 E 0 E WITCH IN GREAT m :KITCHEN ABINET ROOM r' , PRE -WIRED I II II ll FAN DINING 01 22'-8° (�� � "• �� tl CsFI OUTLET OFYIL FOR DW qP t II -0 E - I I I TO12N� Fl TCR, / GF ��WITC'IH II PWDR, PAN, �1 +� 44- GFI 444 WH. 6 8 A.F.F. A F F. E PRE -WIRED GA •RAGE i ®III CLG FAN DOOR FLEX E GARAGE FOYER METER FIE Y KEYLESS LOC. W FIXTURE / IRRIGATION GFI El IRRIGATION OUTLET a AFR%r-" DOOR48, APP. PREWIRE I CHIME-S). `,�1NTRY 0 0 0 E------ - - - - -- E E I 31 �� OPT. COACH LIGHT - -- __�-- - 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. #12 1 20 Exterior Recep 4 12 2 20 Irrigation Pump GFI for TUG 1000 4 6240 IA/C C.U. 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 1/2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. HOOD WIRE W/ OUTLET FOR FUTURE MICRO. Wire Pole I Bkr Description Watts Circuit I Circt # 12 1 20 Small Appliance 1500 1 2 # 12 1 20 Microwave /Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 # 12 1 20 Refrigerator 1500 7 8 # 12 1 20 Dining Appliance Receptacles AFCI 1500 9 10 #12 1 20 Bath GFI Receptacles 1200 11 12 #14 1 15 Foyer /Hell /Flex /PWDR AFCI 900 13 14 #14 #14 1 15 Lanai, Dining Us, Kitchen Lts AFCI 900 15 16 1 15 Great Room / Stairs AFCI 900 17 18 #14 _#12 #14 1 15 SD & C/O AFCI 900 19 20 1 20 Hall /Laundry AFCI /Opt. Loft 1200 21 22 1 15 Bedroom #2 / Bathroom #2 AFCI 900 23 24 #14 1 15 1 Bedroom #3 / Bedroom #4 AFCI 900 25 26 #8 1 2 1 35 IA/C A.H.U. 5525 I Load subject to demand factor calculations / line 1 17800 1 Total load subject to demand factor 45500 First 10000 watts at 100% 10000 Remaining watts at 40% 14200 Total A/C load 11765 Connected Load Watts Amos (watts / 240 wlt 35965 149.9 40 1 2 1 #8 8000 Range 50 2 #6 4500 Water Heater 25 2 #10 1200 Disposal GFI 20 1 #12 1500 Dishwasher GFI 20 1 #12 5000 Dryer GFI - 30 2 #10 1500 Washer GFI 20 1 #12 1000 Garage Door Opener GFI Garage Lights end Receptacles GFI 20 1 #12 1200 20 1 #12 900 Owner's Suite AFCI 15 1 #14 900 Owner's Bathroom AFCI 15 1 #14 1000 Exterior Lights and Receptacles GR 20 1 #12 I 27700 1 Load subject to demand factor calculations / line I ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD A/C Square Feet ral Us & Rec 3 W / Sq. Ft. Its 1 at 65 PROVIDE 342/0 CU, TWWN + IYr CU IN 2- CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 21 CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) �FE�� 150 AMP ELECTRICAL RISER FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 a I'-V NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE EMM 6114 EDITION (201'1) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. S. ALL CONDUCTORS SHALL SE TYPE THHN/THLLN UNLESS NOTED OTHERWISE. POWER C0MPA TRANSFORMER PROVIDE 00 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 t-2/0 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. COMBINATION SERVICE 50 AMP DISCONNECT SWITCH AND 120440 VOL ELECTRIC METER IN I PHASE NEMA 3R ENCLOSUR ME 0PMLO ANEL SOA/2P TELEPI.IONE SERVICE ENTRANCE EQUIPh1ENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EGUIPMENT 1 04 CU 8ERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISION$ OF THE PSBR &tH EDITION (20P1) S/S" DIA X S FT LONG COPPER CLAD GROUND ROD 2436 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F v (+1 0 q E ti SVHDIV. all: LOT: CREEKSIDE LOT # 5'7 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SWING: PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. ARCHITECT; STATE OF FLORIDA D TE 06/13/18 SCALE: 1/490=11-0" SHEET EI U( ELECTRICAL LEGEND GYM. DESCRIPTION -qA_ STANDARD SWITCH 3-WAY SWITCH d} 4-WAY SWITCH DIMMER SWITCH f❑O PUSH BUTTON DISCONNECT 7 THERMOSTAT SINGLE RECEPTACLE (125v/20-AMP SINGLE POLE) IOv DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITN GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLET WIRED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT INTERUPTER) 110v QUADPLEX RECEPTACLE ® 110V DUPLEX RECEPTACLE (FLOOR OUNTED) 220V RECEPTACLE (4 WIRE CONNECTOR) I-Q WALL MOUNTED LIGHT CEILING MOUNTED LIGHT PENDENT LIGHT FLOOD LIGHT WALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (I CFM PER SQ, FT.) 3 BULB LIGHT FIXTURE A�flII 4 5ULS LIGHT FIXTURE Annnaa 6 BULB LIGHT FIXTURE 461 TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN �—�UNDER CABINET LIGHT ® I'x4' FLUORESCENT LIGHT (RECESSED) m I'x4' FLUORESCENT LIGHT (SURFACE OUNT) 2'x4' FLUORESCENT LIGHT (RECESSED) s x O RECESS LIGHT • RECESS LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX OPT. FAN ELECTRICAL PANEL (FIELD VERIFY LOCATION) LECTRICAL MTER MELD VERIFY J-BOX (WALL MOUNTED) m J-SOX (CEILING MOUNTED) CEILING MOUNTED FAN 0 VENT FAN (I CFM PER SQ. FT.) < PHONE JACK Q SMOKE DETECTOR (CEILING MOUNTED) ®SMOKr=/CAR50N MONOXIDE D T C OR (C I I MOUNTED) CHI ® POOR OPENER MOUNTED OUTLET R GARAGE TV TV JACK -'V-- USB PORT NOTE* LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED o HOMEOWNER PRE -CONSTRUCTION MEETING. + ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 21VJ2(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI o 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 MI5014 OF FBCR 6TH EDITION (2011). s 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(BX2) • 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) 201-1. 6!h EDITION R404.1 SECOND FLOOR ELECTRICAL PLAN SCALE: 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 G W may.. W A F SVHDIV. 8e L.OT: CREEKSIDE LOT #57 PROJECT# 04321.000 061R1 MODEL• 4EGB "GALEN" GGARAGE SWING: *IdTr r PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C RINT f A 06/13/18 CALE: 1/4"=1"-0"" HEET 2 Ll GREAT ROOM 10x6 120 CFM FIRST GARAGE LANAI ❑0� DINING ROOM INVU„m I I I I I I I STOR� 4' SX4 45 GFM III 12x8 PASS THRU III FOYER III � III 4 GOND 0 I I ax101 O c m 010 I I 6' I FLEX '45 CFM PAN. 10X6 T5 CFM I PORCH i4 - --- FLOOR MECHANICAL PLAN GALEN EQUIPMENT SCHEDULE 4 TONS MFG CARRIER C.U. 25H5G54SA•030# A.H.U. FX4DN(I3F)049L HEAT 5KW SEER 15 SEER TOTAL GAP 41500 ELECTRIC 208/230/IPH 5RKR G.U. 40 A.H.U. 35 REF LINES 11814 3/8' F W V w .ro w a F F-TT-- L 39VE3DIV. de LOT: CREEKSIDE LOT # 5'7 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE STFING: PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. fPRINT DATE: 06/13/18 SCAT 1/4"=1'-0" SEKEET m i t7' BD 1okw 120 0" BDRM. #4 I 0x6 I � 120IGFM I 12XS 12XD PASS PASS TWR.0 TWR14 �. BD I0x6 '15 GPM 2rzzQ PASS TH 1274I I _ LAUl 3' I ,6, Sx4 Sx4 '� 45 cFM 4 � — 16 4'I L--- 45,BATH MASONITE I 2 LOUN�R 1 4' II 1 PLANTATION I JLL# CFM W-04 2' ' S% AIR 45 W.I.0 5, \ 5 imx� j Imx6 120 CFT I I ( 14- 15 GFM i I V L-9--- - - - - - - - - - - - - - - -_j I 50 I cFM I I OWNER'S 0 u SUITE I * -15 ICPM I y, T 0. BATH SECOND FLOOR MECHANICAL PLAN 14 W W� a V W Q w q F 4 SUBDIV. & LOT: CREEKSIDE LOT # 5'7 PROJECT* 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SWING: PAGE: SECOND FLOOR MECHANICAL PLAN %160 MPH EXP. C D DATE: 06/13/18 SCALE: 1/4"=1'-0" SHEET 2 cl FIRST FLOOR PLUMBING PLAN SCALE: 1/4 = V-0' SECOND FLOOR PLUMBING PLAN SCAL1=s 1/4 m V-0' LA KITCHEN SINK W/ AUTO VI=NT PLUMBING DIAGRAM 2' VTR �c\ 1/2' 21 1 WASHER 11/2' ILAV P 2' 2' I RISER TO MAIN 1441 N. RONALD REAGAN BI. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i W V W may.. O y 4 F SUBDIV. ac LOT; CREEKSIDE LOT #57 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" CxARA_ GE9.'VYM G: �!'CIC1 ri 1 PANE: PLUMBING PLAN 60 MPH EXP. C ARCHRECT- STATE OF FLORIDA 0 A ACRA L'ARNO 9372s Dp 06/13/18 SCALE: 1/4"=1'— 0" SHEET p I iLqr MR F PLAN 1/2, CLG. 1/2' DRYWALL FIN. FLR 2X4 TOP PLATE PRE-FAB TRUSS 2X4 WOOD SCUDS 024' O.C. SLAG ,RTITIONS SUPPORTING LL HUNG PLUMBING :TUBES AND WALL IBINETS SHALL 5E NOT SS THAN 2x4, WHERE ACED NOT MORE 4N 16' O.C. OR, NOT SS THAN 2x(c, WHERE ACED NOT MORE 4N 24' O.G. TYP. INT. WALL (NON— B RG. SCALE: 3/4'-1'-0' FI5ERSLASS SHINGLES OVER 030 FELT PAPER POER31-ASS SHINGLES OR SYNTHETIC OVER "30 FELT PAPER PRODUCT, INSTALLED OR SYNTHETIC PER SECTION R905.LI PRODUCT, INSTALLED ON a' O.S.B. SHEATHINCs PER SECTION R505.1.1 OR is COX PLYWOOD ON is O.S.B. SHEATHING 5/8' GYPSUM HOARD SECURED PER OR J' COX PLYWOOD OR 1/2' HIGH FASTENER SCHEDULE SECURED PER STRENGTH CL.G. FASTENER SCHEDULE BOARD REFERENCE TION L STRUCTURAL PRE-ENCx TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG TRUSS STRUCTURAL MTL. DRIP EDGEREFERENCE ELEVATION MTL. DRIP EDGE 2x FASCIA PER TYP ,PER 2x FASCIA PER ELEVATIONS O.W. ELEVATIONS VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES — SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS * 24' Off. 1/2' THICK 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' tH(CK 2 GOAT PORTLAND 1/2' GYP. WL. BD. DIRECTLY 70 MASONRY CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD BASE ` 0'-0' FIN. FIN. FLR 0'-0' FIN. FLR-0' FIN. FLR _ a d e _ L a a d L a Q W/ WINDOW OPENING TYP. WALL SECTION H B NO OPI=NINCx NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4- 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'-r'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE 11, ASTM D 4669 TYPE IV, OR ASTM D 6-151 SEAL -- \ `GAO LINE I �' FhC SLEEVE FOR BAS LME s' Cm w' GYP. uL Bo. WOW SASE a e a 4 ����--�SEE SCHEDULE R IIA BAR SIZE AND BAR QUAINTY r2-*N\ GAS LINE THRU BLOCK D1 SCALE, 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL —7 TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.8ITL APPROVAL REQ VERTICAL TRACK 1' MN. BY HALF, SLIDE FASTENED TO TRACK BRACKETS IiOOI1 uu PRODUCT APPROVAL REQ COIYNER BEAD e' CMu SEE STRUCTURAL FOR REINFORCEMENT 2xi PS. LLD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ SEALANT • BACKER ROD IIEATWMR STRIP MOULONG ALL AROUND !BY DOOR MANUFJ OVERHEAD DOOR BY OTTERS 3 � GARAGE DOOR JAMBS D1 I SCALE: 11/2'=1'-0' FISE ASS SPINCxLES 2x BLOCKING BETWEEN TRUSSES OVER 030 PAPER OR PER STRUCTURAL DETAILS Or THETI DUCT, INSTALLED PE EGTION FIBEWW-ASS S LES R9HONS OVER 030 FE PAPER OR SHEATR }' X SYNTHETIC DUCT, PLYWOOD ECUU SECURED INSTALL PER SECTION FASTENER SGHEDLLLE R905 . ON ' O STIFFBACK At ALL UPRIGHTS THING OR J' COX PER STRUCTURAL DETAILS YWOOD SECURED PER -011 ASTENER SCHEDULE PRE-ENG WD. TRUSS TYP MTL. DRIP EDGE MTL. DRIP EDGE 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED R VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE GABLE TRUSS SEE ENEWsY CODE FO S INSULATION R-vALUE PRE-ENCs. GABLE TRUSS WEEP SCREED PER ELEVATION WEEP SCREED 2x P.T. SECURED PER 5/8' Gypsum ad OR 1/2 IGH STRENGTH BOA 2x F.T. SECURED PER STRUCTURAL DETAILS STRUCTURAL DETAILS -N— R-4.1 SULATI PORTLAND 2 COAT CEMENT WINDOW T ENT AS PER PLASTER APPLIED MANUFAC S SPECIFICATION S DIRECTLY TO MASONRY FE GE ST TURAL P.T. FURRING STRIPS o 24' OG. 1/2' THICK, 2 GOAT I/2' GYP. WL. BD. PORTLAND CEMENT as CMU WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. FLR, s1, 0'-0' FIN. FLR-0' FIN. FLR a CMU a Y 8' 4 e d a d a e a, a d 4 a Q d a 4 a a d a a W/ WINDOW OPENING X TYP. WALL SEC NO OPENING 511—STORY GABLE BLOCK WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 i �0. V N d W 4 SVHDIV. & LOT: CREEKSIDE LOT #57 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: DETAILS L60 MPH EXP. cr: STATE QF- FLORIDA 2OFf DA 06/13/18 SCALE: 1/4"=1'-0" SHEET D FIBERGLASS SWMiLES FI5EFr4LASS SHINGLES OVER 030 FELT PAPER OVER 030 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R905.0 PER SECTION R905.1.1 ON i s O.S.5. SHEATHING ON I}' O.S.B. SHEATHING: OR in CDX PLYWOOD OR 4' CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PER PRE-ENG WD.TRUSS- PRE-ENG WD.TRUS LEVATION 24' DG. MAX. 24' O.G. MAX. METAL DRIP EDGED' METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY 2x FASCIA PER -0" CODE FORM. 2x FASCIA PER 1, O, CODE FORM. ELEVATIONS O.H. 5/8 GYPSUM BOARD ELEVATIONS OH 5/8' GYPSUM BOARD TYP. OR 1/2' HIGH STRENGTH TYp_ OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLGz. 50ARD VENTED Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP SOFFIT -4.1 INSUL. REFERENCE REFERENCE STRUCTURAL R-4.1 INSUL. STRUCTURAL z H W to w �[ IL ] m WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ERENCE STRUCTURAL 3/4' t E G SUBFLOOR z 3/4' T F G SUBFLOOR GLUED AND NAILED AS PER NAILING 0 GLUED AND NAILED N SCHEDULE 1/2' THICK, 2 COAT AS PER NAILING 1/2' THICK, 2 GOAT PORTLAND CEMENT > SCHEDULE PORTLAND CEMENT w Q PLASTER APPLIED PLASTER APPLIED IL ? DIRECTLY TO w DIRECTLY TO MASONRY MASONRY LU m R R IX2 FIRE -STOP LEVATION IX2 FIRE -STOP LEVATION tu SEE STRUCTURAL SEE STRUCTURAL RI R LEVATION LEVATION 5/8' GYPSUM 50ARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH GLG. OR 1/2' HIGH STRENGTH 80ARD R CLGs.50ARD ——�LEvATION IX2 FIRE -STOP IX2 FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL STRT. IPS FURRING C - ... . Ia�l 1/2' THICK, 2 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP R-4.1 INSUL. m Ix2 P.T. FURRING STRIPS ® 24' O.G. 8' CMU I/2' GYP. WL. ED. WOOD BASE e a a a ° a Q a n W/ WINDOW OPENING 1H @ WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'=I'-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 y w 0 w A F SVE3DiV. �e LOT: CREEKSIDE LOT #57 PROJECT# 04321.000 061R1 MODEL: 4EGB "GALEN" GAEtAGE SWnSTG: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHT M STATE OF FLONDA J A ABOU -ACRA NO 93723 r avaa� a DATE: 06/13/18 SCALE: 1/4"=1'-0" SEMET D2 SECURE 2xb MIN. To 15LK W/ (2))i'X8' A -DOLTS 4' EME-EDMENT MIN. W/ 2'X2'XJ6 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HpRR IN JOINTS PRIOR TO FILLWs7 o SECURE 2x4 ON y FLAT TO BLK W/ CUT NAILS. 81DES: 2X6 GARAGE DOOR SUCK W/ (6) O )4'X8' A-180LTS 4' EMDEDMENT MIN 0 W/ VX21)4 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. I-2X6 PT DLOCK • CENTER OF DOOR HEADER W/(U 11'X8' J-5OLTS © 4' EMDEDMENT W12'X2'X14' WASHER AND NUT. MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE $TRW-vF-NT GARAGE DOOR 1 BUCK ATTACHMENT .3 Ie1.1'-0' 8' cm 1V DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %"X4' MIN. SECURE TPRU FRAME 4 EXTEND I Y4 INTO BLOCK ❑ W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4- WITHIN 8' OF EACH END 4 IS' O.C. 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'J DOOR JAMB TO BLACK +3/4 OR +5/4 0WINDOW TO BLACK +3 4 OR +5 4 A SCALE: N.T.S. 2X4:Im SECURE TO BLOCK W/ �(6' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4") WITHIN S' OF EACH END 4 IB' O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-%" TAPCONS(MIN. SHANK SIZE .145, MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4'J - WITHIN 6' OF EACH END 4 IS' O.C. MAX SPACING. 2XS: I= SECURE TO BLOCK W/2-34' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8" OF EACH END 18' O.C. MAX SPACING. a' cMu ❑ V DRYWALL i'X4' OR I'X2' P.T. NAILER i-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 +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N.TS. 2X4 g SECURE TO BLOCK W/ 46' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6mw SECURED THROUCsH SECURE t0 BLOCK W/2-3(6' NON-STRUCTURAL' TAPCONS TAPCON MIN. 114 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE -100 8' CMu MIN. EMBEDMENT 1 /4') )J' DRYWALL WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER 2X8:® SECURE TO BLOCK W/2-Wb j(6" OSB. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-15 16" WINDOW TO BLACK +1-15/ 6" C SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/ W6 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)41,) WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING. 2X6:= SECURE TO BLOCK W/2-3(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT 0149 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2XScm SECURE TO BLOCK W/2-W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8" OF EACH END 4 IS' O.C. MAX SPACING. -/ NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 346 TAPCON MIN. I-Y4' EMBEDMENT INTO BLOCK J2' DRYWALL I'X4' OR VX2' 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" D WINDOW TO BLACK +2 1/4" '' SCALE: N.TS. 2X4= SECURE TO BLOCK W/ N6 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN S OF EACH END 4 MUST BE ON OUTSIDE 4 18 OZ. MAX SPACING. 2X&cm SECURED THROUGH ' SECURE 70 BLOCK W/2-W6,NON-STRUCTURALTAPGON MIN. I-Y4' (MIN. SHANK SIZE .145 TEMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') DRYWALL WITHIN 8' of EACH END 4 ❑ 'X4' OR I'X2' P.T. NAILER 184 O.G. MAX SPACING. 2X8� SECURE TO BLOCK W/2-3(6' TAPCONS POOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O G. MAX SPACING. MANUFACTURES DETAILS. Note. WH AS NMOW TO ft" J" too Nor EX=0 J') DOOR JAMB TO BLACK +3" E WINDOW TO BLACK +3" SCALE: N.TS. 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4'J WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-34e NON-STRUCTURAL W6- TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4' .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' GMU WITHIN S' OF EACH END 4 Jr, DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR PX2P.T. NAILER 2XS:® SECURE TO BLOCK W/2-W6' ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE RUCTURAL MEMBER .145 /(2Ji2d WItHIN 8'OF EACH [ST MIN. HEAD SIZE300 ND 4 6' TO a' OG. MAX MIN. EMBEDMENT I Y4') OOR CASING WITHIN S' OF EACH END 4 DOOR JAM13 OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3' _ SCALE: N.T.S. 2X4:= SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6qmc NON-STRUCTURAL o SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 0149 8' CMU WITHIN S' OF EACH END 4 v DRYWALL 18" O.C. MAX SPACING. ❑ I'X4' OR VX2' P.T. NAILER � 2XS SECURE TO BLOCK W/1-1/4' )(6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Noll. G H" I A6 NEEDED TO ft" J" (00 NM 0 CM0 41 DOOR JAMB TO BLACK +3-7/16" 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 1 Y48) WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IB O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6 ® SECURED THROUGH SECURE TO BLOCK W/I-I/4- NON-STRUCTURAL 'VTAPCON MIN. I-Y4' (M (MIN. SHANK SIZE .145 EMBEDMENT EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya) S' CMU WITHIN S' OF EACH END 4 V DRYWALL 18' O.C. MAX SPACING. ❑ 1'X4' OR I'X2' P.T. NAILER 2XS� SECURE TO BLOCK W/I-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" iv1 WINDOW TO BLOCK +3 3/4" 1J SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com I, AA #: 0003325 F W U W `y w a F $L7HDIY. 6e LOT: CREEKSIDE LOT #57 PROJECT# 04321.000 061R1 MODEI • 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. L TECT: FLORIDA o93723 CRA NT DATE: 06/13/18 SCALE: 1/4"=1'— 0" SHEET D 3