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HomeMy WebLinkAboutBUILDING PLAN PAGE 1-15• 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. 99 6, a Z. 2 DESIGN CRITERIA: 0 -1 ?— -11 F, -I Ai 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel= (321) 733-7092 • FBC RESIDENTIAL 6TH EDITION (2017) A/C • FLORIDA FIRE PREVENTION CODE 6TH EDITION ADJ. • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION AMP. ,ALL LOCAL AND STATE CODES BD. CL • OCCUPANCY - RESIDENTIAL, GROUP R3 CLB. •CONSTRUCTION TYPE - VB C • MIN. INTERIOR FINISH - CLASS B COONN C. CPT. • 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 DR. D.S. DW. SQ.FT. CALC.'S EA. IST PLR. LIVING 101E 60. FT. EQ. 2ND FLIP,LIVING 1413 SQ. FT. EXT. EXT. F.G./FX . TOTAL LIVING 2432 SQ. FT. F.G. GARAGE 432 50. FT, FIN. FLR. PORCH Si 50. FT. FLUOR. FR. DR. LANAI 50 SQ. FT. GA. GAR. DISP. TOTAL 3031 G.F.I. SQ. FT. GL. GYP. BD. A/C VOLUME 20211.2 CU. FT. H.B. H.C. HDR. HOT. OR HT INSUL. INT. LAV. LUM. M.C. Fax: (321) 733-7972 ABBREVIATIONS ABOVE MFR. MANUFACTURER AIR CONDITIONING MIN. MINIMUM ADJUSTABLE M.T. METAL THRESHOLD ALTERNATE MTD. MOUNTED AMPERAGE MTL. METAL BOARD N.T.S. NOTTOSCALE CENTER LINE O.C. ON CENTER CABINET PL PROPERTY LINE CEILING P.B. PUSH BUTTON CLEAR PH. PHONE CONCRETE PLT. PLATE CARPET PLYWD. PLYWOOD CERAMIC TILE PR. PAIR DRYER P.T. PRESSURETREATED DOUBLE R. RISER DUAL GLAZED RAD. RADIUS DIAMETER R.A.G. RETURN AIR GRILL DIMENSION REF. REFRIGERATOR DISPOSAL RM. ROOM DEEP R.O. ROUGH OPENING DOOR S.C. SOLID CORE EXT DR DOWNSPOUT S.D. SMOKE DETECTOR DETAIL S.H. SINGLE HUNG DISHWASHER SHT. SHEET EACH SHTHG. SHEATHING ELEVATION SHWR. SHOWER EQUAL SIM. SIMILAR EXHAUST SL. SLIDING EXTERIOR SL. GL. SLIDINGGLASS FIXED GLASS STD. STANDARD FUEL GAS SWS SHEAR WALL FINISH SECTION FLOOR TEMP. TEMPERED GLASS FLUORESCENT THK. THICK FRENCH DOOR T.O.C. TOP OF CURB FOOTING T.O.P. TOP OF PLATE GAUGE T.O.S. TOP OF SLAB GARBAGE DISPOSAL TYP. TYPICAL GROUND -FAULT U.N.O. UNLESS NOTED CIRCUIT INTERRUPTER OTHERWISE GLASS V.P. VAPOR PROOF GYPSUM BOARD W. WASHER HOSE BIB W/ WITH HOLLOW CORE WD. WOOD HEADER WDW. WINDOW HEIGHT W/H WATER HEATER INSULATION W.I. WROUGHT IRON INTERIOR LAVATORY LUMINOUS MEDICINE CABINET DATE REVISIONS DESCRIPTION TEi�IV Z TkmM NIENT REQUIRED INDEX ,)F DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER PAGE PG GN— GENERAL NOTES ALL MANUFACTURESLABLESSHOWING PG Al —FIRST FLOOR PLAN U FACTORS AND SHGC COMPLIANCE PG AlA—DETAILS WITH FBC ENERGY CODE MUST PG A2—SECOND FLOOR PLAN REMAIN ON ALL DOORS MD WINDOWS UNTIL INSPECTIONS ARE A0PROVED PG A3H—ELEVATION 'H' FRONT & REAR PG A4H—ELEVATION 'H' LEFT & RIGHT PG E1—FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN11NCEALEDFASTENERS ORArrACNMENTS PG Ml—FIRST FLOOR MECHANICAL PLAN ARE THE RESPONSIBILITY OF THE PG M2—SECOND FLOOR MECHANICAL PLAN 4 CONTRACTOROFFIECOBD PG Pl—PLUMBING PLAN PG D1—DETAILS SCANNED PG D2—DETAILS By PG D3—DETAILS St. Lucie County PG D4—PRODUCT APPROVALS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS THESE PLANS AND ALL PROPOSED WORK PG WA3—WALL ASSEMBLY DETAILS ARE CUEJOT TO ANY OONNICT1ONE PIVOUIR99bf11110.IN409,v1RSTMT PG WA4—WALL ASSEMBLY DETAILS fndmky scE�RA IW 006i n�RyT+ BdIdPtiV WITt1 fAsc ANiI►,1e�4Ga DDDm PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS PG PG PG PG PG PG PG PG PG PG PG PG PG PG Sl —FOUNDATION PLAN S1.1A—DETAILS S1.2—FIRST FLOOR DOWEL PLAN S1.2A—DETAILS S2—FIRST LIFT BEAM PLAN AND NOTES S2.1A—DETAILS S3—FLOOR FRAMING PLAN S3.1A—DETAILS S3.1B—DETAILS S4—SECOND FLOOR PLAN S4.2—SECOND FLOOR DOWEL PLAN S5—SECOND LIFT BEAM PLAN AND S6—ROOF FRAMING PLAN SN1—DETAILS DESCRIPTION NOTES 4TD ST. LUCIE COUN Ei iLDT " - REVIEWED FOR Co kEV¢WED BY Dp�` "IT H� KEP QN ^"A%1 WILL UX NIADPM 0 1441 N. RONALD REAGAN Ell LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Fri W O W A F SU13DIY. ac LOT: CREEKSIDE LOT 45 PRJT OEC 04321.00 045R1 MODEL: 4EGB "GALEN" GARAGE SWING: LEFT PAGE: COVER SHEET 60 MPH EXP. ARCHITECT- STATE OF FLORIDA N/ r swam a DATE: 05/24/18 J0 I SCALE:1/4"=1'-0" SHEET C1 Fi-ile � 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 8. EXCAVATIONS TO BE A MINIMUM OF 3' Q" BEYOND NEW FOOTING LINE. 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 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 ALI, 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 NOT PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH PURPOSES SHALLL NOT BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SOLID WOOD DOORS NOTT LESS THAN 1 3/6 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. 1-3/8 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." 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 -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 '/d' PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTINGTHE 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, 8" 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-Cl063-12a. 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 Ire 44 A F E~ S9V8DIV. ac LOT: CREEKSIDE LOT 45 PROJECT# 04321.000 045R1 moaEL: 4EGB "GALEN" GARAGE SVMG: LEFT PAGE: GENERAL NOTES 60 MPH EXP. C ARCHITECT- STATE OF FLORIDA DATE: 05/24/18 SCALE: 1/4"=1'-0" SHEET GN File Copy FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING: FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302 9.1 THROUGH MC R302 9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUG I4 FBC R302.10-5 SP4"2' O.G. MAX 2x CONTINOU$ 614M OLOCKNO MID WALL 2x STUD$ • W Or- MAX, uax AND $BIER AD PEG R D PASTNER $CNEDULE a b DOW" TOP PLATE HEIGHT VAR M 4P= a l2) si WEAR CM CFA M 2x STUDS • K' = MAX, uax SECURE 51' PLATE TO STUD W $2'111160N W4 +32' O.G. MAX SECURE ST. PLATE TO GLAD Wf i'x8' aWC410R 90LT SN 2' uWeFD}e 1' EI'DED. MSL . 32, Oc. MAX, EPDXY NOT RE03RED POI! OWANION BOLTS Sr+PSON SP4 • 32' O.c. MAX FILL. 11049nE TREAT"NT TO ME SIORA-CARE APPLIED AT PRAMMG: A 2 STORY INT. WALL AT GARAGE SCALE= 1/2'xl'-O' 38' -8" 12'-4° 1-41, �'-4" '-4 I COVERED I I I LANAI I OND I I 3052-SH (2) 3052-SH M 1. 6068 SCs.D. - I 9 29'-2' in 9,-6„ I 9 A o ROOM DINING i I I I oICO o 8 -8 GLG 8-s cLG o o aITCHErN CONT. �'��-� HANDRAIL t I )C 3 9 42' H. HALF �: �• nLLL WALL W/ CAP OPT, -0, I -8 " REF 4'-0' a -8 5 -0 5 -8 4 -0' POST V } 7\ 2X8 C. O Wc. as STOR. PED. N UP ry,?J C INK PAN. PWDR. s'-8' CLG. (W44. STAIR DATA . 9 8'-8' GLG. 3-SW ry 16 RISERS ® IB4' - 15 TREADS s 10' ti� �II0 O +I' NOSING III BOLLARD AS REQ. @ III III �III B 3�q FLEX PER BLDG. 0 CODE a1 alll III 8'-8' CLG. GARAGE FOYER III 8'-8' CLG. III 3068 W/ 0 36'XI0' TRANS. Mt. N 0 l2) 3052-SH -,-4„ ENTRY 8'-8' GLG 0 0 0 W-0'Xi'-01O.H.D. — — — — 16'-10" 2''S' 4'-8" '0 8'-a" 21'-4" FIRST 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. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE t ITS ATTIC AREA BY NOT LESS THAN L12'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.cmm) 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 2011 ((PTH ED.) 302.1 b m, 01 SQ.FT. CALC. S IST FLR LIVING 2ND FLR LIVING 1019 1413 SQ. FT. SQ. FT. TOTAL LIVING: GARAGE PORCH LANAI 2432 432 01 80 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 3031 SQ, FT. A/C VOLUME 202-11.2 CU. FT. COMPOW AIO CLADDWQ WW LOADS IMM SW BMW FOR 3 BE W Q = a m AlDT+ffIE 80UAIE FOOTM E WE 1B0 MPH WW NO R13WO MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA Sj 3.D. MIN. 12 5 30/-31 CRITERIA 80i0 O.H.D. 56 5 30/-38 16010 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-38.8 ROOF TILE N/A 3 -6829/ -5829 IF APPLICABLE BASIC WIND SPEED MPI1 = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-8" 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 OWN MASONRY/FRAME WALL LEGEND 8'-8' BLOCK WALL URA ON PLANS BRCS. WGT. VARIES 8' BLOCK WALL UNA ON PLANS 18'-8' ERG. INTERIOR LOAD BRCS. WALL U.N.O. ON PLANS INTERIORI LOAD BRCS. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w rw 04 0 w a F SLJBDIV. de LOT: CREEKSIDE LOT 45 PROJECT 0432L 00 045M MODEL• 4EGB "GALEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN 60 MPH EXP. C ARCHITECT: STATE Cr- FLORIDA PRINT 05/24/18 SCALE: 1/4"=1'-0" SIMET Al Fille Copy 10,-0 3/4' 2ND FIN. FLR 8'-8' 13RG. HGT. NOTE: STAIRS RIedR6 TO CONFORM TO FBCR 61H EDITION (2011). MIN. TREAD e10' MAX. RISER=T 3/4, 3/16, MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE Is NARROW END MIN. II' WIDTH • 12' FlQj�)ht NARROW END 34' MIN. HANDRAIL HC T. c0 m O 0aF- zm 0'-0' FIN. FLR 42' H. 1/2 WALL W/ CONT. — HANDRAIL DBL. TOP PLATE A BAR DETAIL SCALES V4'•I'-0' (2) LAYERS OF 3/4' PLYWOC OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER— W/(3M 3' SCREWS • EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING V MAX: NOSING WL) / zz / z / w I/ 111 ZKICK FLR Ile TE DATA:�.54' ADS o OSING R, /�-2 X 4 RE -[FORGING / • EA. 2 X 12 STRINGER SECURE W/12d 6'-8' Oj 2X4 ATTACHED W/10d MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.C. MAX 3-2x12 SYP STRINGER REINFORCED W/2X4 SPF W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILAR • EA HORIZONTAL RUN C STAIR DETAIL 3/4' T#G SUB FLOOR GLUED a SCREUED PER FASTENER SCHEDULE @AARC,H DETAILSCAL: 1/4'=1'-0" HANDRAIL Ip 36' W/ 2X4 ICE-INFOR 9 THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.5.2 NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ij'± 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4" AND A LAR3EST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/41. EDGES SHALL HAVE A MINIMUM RADIUS OF I/S", 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$.C. (201-1) 6th EDITION. @)I ANDRAIL DETAIL SCALE: 3/4' =1 -0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 r r7 U t 0 r A F F ti �u SVHDIV. de LOT: CREEKSIDE LOT 45 PROJECT 04321.00 045RI MODEL• 4EGB "GALEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. Cj ARCHITECT STATE OF FLORiDA P DT 05/24/18 SCALE: 1/4"=1'-0" SHEET AI A flic CcoP ' p 2'-4" 8'-4' 3052-SW io EG�MPS I BDRM.#2 s'-a, CLG. I 2' -8" cn 6'-4" C. STAIR DATA V. 16 RISERS a -1.54' 15 TREADS a In' \ W NOSING IL o n I -ON 4'-4" 3052-SW EGRESS BATH #2 W-a' CLG. 11' -10, 3052-SW EGRESS b CHASE BDRM.#4 8'-8' CLG. 3052-SH EGRESS BDRM.#3 8'-8' CLG 4'-0" „2'-4" r — 1 II'-10" L 22'x36' —� ATTIC i 8'-2" ACCESS „ i1/ C — — 42' H. HALF WALL W/ I I CHASE CAP W.I,C, a 1 — OWNER'S SUITE e'-8' CL.G. F�� 3052-SH EGRESS WN C=gm LX� Li IR-ISH 2' -4' �8 81LAUN r OPT. 3-SW I 5'-8' \ / L —LL --J A. � `•J - �— 2'-4" 2'-6" 3'-10" A OWNER'S O BATH e'-8' CLG. 36'x60' SHWR. PAN LAY. LAY. iv_1 6'-8" W/ENCLS, -411 CHASE ti' i i�i�i�i�i�Ll Uireimmmom� 0 3'-41I ii I''-4' SECOND FLOOR PLAN SCALE: 1/4 a 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 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. m MASONRY/FRAME WALL LEGEND 8'-S' BLOCK WALL UNA ON PLANS BRCS. HGT. VARIES 8' BLOCK WALL UNA ON PLANS IS'-S' 5R3. INTERIOR LOAD BRIG. WALL U.N.O. ON PLANS INTERIOR NON LOAD 5R3. 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 w 03 0 W a F S'CJHDXV. 8e LOT: CREEKSIDE LOT 45 IPROJECT# 04321.000 045R1 MODELe 4EGB "GALEN" GARAGE SPYING: LEFT PAGE: SECOND FLOOR PLAN 60 MPH EXP. ARCHITECT STATE OF FLORIDA 0 ra m a DATE: 05 /24/18 SCALE: 1/4$$=1'-0" L File Copy 26'-0" 5LD HSTh 2ND FLR. 5RCx. HGT. I' - 4' RAISED — 5AND,TYF. 8' RAISED SAND 10'-0 3/4' 2N2 FLR FIN. FLR 8'-8' 1ST FLR SRCs_ HCsT_ COACH LIGHT I� 5 2ND FLR. 5RS. HGT. 10'-0 3/4' 2N2 FLR FIN. FLR 1ST FLR 5R.'s. HCsT. 0'-0" FIN. FL -P�'-10' CzRdC SHINGZLE ROOF 18'-8' 2ND FLR. — — I -0' ��SRCs. HGT. i- 4 10'-0 3/4" 2ND FLR. FIN. FLR. 4 6-8" IST FLR - - - - SRG. WST. -III II FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHINCs AS I'ER FSCR R103A OFF RIDGE VENT r I I ,-----RAISED5AND TYP.) 1� FLR. ,i1' 2ND FLR. - �SRCs. HCsT. i- 4 `" �10'-0 3/4" 2ND FLR. - - ---- ---- - IN. FLR. �\ ,`8'-8" IST FLR —-----^-- - SRCs. HCsT, REAR ELEVATION TEXTURED FINISH i 0'-0" FIN. FLR. MODEL 2432-GALEN-4EGB (2-Story) AREA OF ATTIC = 1451 SQ. FT. N ET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 1451/300 = 4,84 SQ. FT. 4.84 = 696.48 SQ. IN. MI N. REQUIRED VENTILATION = .4X 696.48 IN UPPER PORTION OF ATTIC = 278.592 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RI DGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 2.42 TOTAL tt OF VENTS PROVIDED = 3 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 39.80 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 r �1'II'1 SU'HDIV. & LOT: CREEKSIDE LOT 45 PROJECT 04321.00 045R1 MODEL: 4EGB "GALEN" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "H' 60 MPH EXP. ARCHITECT- STATE OF FLORIDA !/1 Dp ET 05/24/18 SCALE: 1/4"=1'-0" SHEET A H File Copy 18'-8" 2ND FLR.} 5RC. HCx r 10'-0 3/4" 2N2 FLR. FIN. FLR FLR BRCx. HT. , Ira LEFT ELEVATION TEXTl FINISH RIGHT ELEVATION TEXTURED FINISH SRG. HCst. 010'-0 3/4" 2ND FLR. FIN. FLR. 85A167 HCxt.FLR SRCx. 0'-0" FIN. FLR. -0 - 0 CxR DE 2ND FLR. SRIs. HG r. ,`8'-8" 1St FLR SRCs. HCst. -.. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F y U rnW 0 W 0 MOM & LOT: CREEKSIDE LOT 45 PROJECT 04321.00 045R1 MODEL 4EGB "GALEN" GARAGE SWINGE: LEFT PAGE: LEFT & RIGHT ELEVATION $IH" L60 MPH EXP. C do ARCHITECT STATE OF FLORIDA U DATES 05/24/18 SCALE: 1/4 1"-01" SHEET File Copy ELECTRICAL LECrtEND SYM. DESCRIPTION -0- STANDARD SWITCH ' 3-WAY SWITCH -WAY SWITCH off -MR SWITCH HE IPUSH BUTTON DISCONNECT T THERMOSTAT -e SINGLE RECEPTACLE (125V/20-AMP SINGLE POLE) 110V DUPLEX RECEPTACLE IIOV DUPLEX RECEPTACLE (EQUIPPED WITH GROUND FAULT INTERUPTER/TAMPER RESISTANT TYPE) IIOV DUPLEX OUTLET (HALF OF OUTLET WILED TO SWITCH) =9�= EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT INTERUPTER) IIOV QUADPLEX RECEPTACLE ® 110V DUPLEX RECEPTACLE (FLOOR OUNTED) 220V RECEPTACLE (4 WIRE CONNECTOR) I-Q LIALL MOUNTED LIGHT (LING MOUNTED LIGHT NDENT LIGHT LOOP LIGHT WALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (I CFM PER SO. FT.) ADA 3 BULB LIGHT FIXTURE 4 BULB LIGHT FIXTURE 6 BULB LIGHT FIXTURE 48' TRACK LIGHTING �tnnnna ATTIC LIGHT WITH PULL CHAIN UNDER CABINET LIGHT ® I'x4' FLUORESCENT LIGHT (RECESSED) ® UORESCENT LIGHT (SURFACE UORESCENT LIGHT (SECESSED) LIGHTLIGHT (VAPOR PROOF) MOUNTED LIGHT WITH J-BOX O�N T. FANICAL PANEL (FIELD VERIFY N)C� (WALL MOUNTEW(CEILING MOUNTED) (LING MOUNTED FAN VENT FAN (I CFI PER Sa FT.) PHONE JACK 'd Q SMOKE DETECTOR (CEILING MOUNTED) IOKE/CARBONM OXcfpE DETECTOR (G I I MOUNTED) CHIMES El C p T FOR 00 N TV JACK Tv -E USB PORT NOTES: • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS T05E 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. • GPI • 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 M1501,4 OF FBCR 6TH 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 300A(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 FAC. ENERGY CONSERVATION (RESIDENTIAL ENERGY EMICIENCY) 2011. 6th EDITION R404.1 METER FIELD LOC. VERIFY IRRIGATION OUTLET A 48' A.F.F. CEILING MTD. ❑ COVERED LIGHT TO ME �LANAI �) I INSTALLED, I I PROVIDE J-E30X FOR OPT. FAN UJP 0 0 0 0 o IE 0 0 ITCH, IN GREAT a GFI:KITCHEN BINET ROOM PRRL wFAND DINING i I 01 C, �) o 22'-8i \ I ` 1 `� 1I GFI OUTLET OPT. \ / FOR DW li n � 012 1� TOR, > GF WII�rcIH, II PWDR, PAN. GFI • 44' ® GFI 0 44' AU=F. APP. P.B. FOlO / GARAGE DOOR / GARAGE KEYLESS FIXTURE (� GFI GARAGE DOOR PREWIRE PRE -WIRED CLG FAN FLEX Cam' `J P.B. FOR-0 IR 7IH,IMES 31k GINTRY 31 I - -- / OPT. COACH LIGHT -�__- FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 - I'-0' HOOD ILIA W/ OUTLET FOR FUTURE MICRO. WP Panel MAIN -A PANEL: 8/16 wpert. breaker VOLTAGE: 120 /240 V -lPh MAIN: 150 Amp M.C.B FEEDER: 3-#1 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Wafts Circuit Circuit Watts 6240 Descri tion Space Space A/C C.U. Bkr 40 Pole 2 Wire 98 712 1 20 Exterior Receptacle GFI for TUG 1200 1 2 #12 2 20 Irrigation Pump 1000 3 4 5 6 Space 7 6 PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120 /240 V -lPh 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 12" C. Wire Pole Bkr Description Wafts Circuit Circuit Wafts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwave / Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refigerator 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 GFl 20 1 #12 #14 1 15 Foyer / Hall / Flex / PWDR AFCI 900 13 M 5000 Dryer GFI 30 2 #10 #14 1 15 Lanai, Dining Lts, Kitchen Lts AFCI 900 15 16 #14 1 15 Great Room / Stairs AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Hall /Laundry AFCI / OpLlot 1200 21 22 1200 Garaa Li hts and Rece tacles GFI 20 1 #12 #14 1 15 Bedroom #2 / Bathroom #2 AFCI 900 23 24 900 Owner's Suite AFC( 15 1 #14 #14 1 15 Bedroom #3 / Bedroom #4 AFCI 900 25 26 000 Owners Bathroom AFCI 15 1 #14 space 27 28 1000 Exterior Lights and Receptacles OR 20 1 #12 Space 29 30 1000 Irrigation controls only 20 1 012 Space 31 32 Space Space 33 34 _ Space 48 Space 35 36 Space Space Space 37 38 2 35 A/C A.H.U. Heater 5 KVA at 65% 5525 39 40 Space 41 42 ISpace Load subject to demand factor calculations / line 17800 1 27700 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULTCIRCUff NTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 45500 First 10000 watts at 100% 10000 Remaining watts at 40% 14200 Total A/C load 11765 LOAD CALCULATION IS BASED ON AUC NON -COINCIDENT LOAD Total Connected Load Watts 3,5965 Total Amps watts / 240 volts 149.9 General Lighting 8 Receptacle Load Total A/C Square Feet 2436 General Lts & Rec 3 W / So, FL Hi -Hats 1 at65W/1­i htat100% 7308 65 General 7373 Ckts# atts/ck Total watts General Us & Rec Panel A 11 670 7373 150 AMP ELECTRICAL RISER Nor To SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UIT14 ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (20171)- LOCAL CODES, AND ALL LOCAL POUTER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL Be TYPE THHN/ WILN UNLESS NOTED OTHERWISE. POQ.ER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARV- ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" PIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" PIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED $Y THE ELECTRIC COMPANY. COORDINATE WrT4 THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, THWN . 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN • 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERaANG.) COMBINATION SERVICE D18CONNECT SWITCW AND M ELECTRIC METER IN NEMA 3R ENCLOSURE ISOA/rtP M TELEPHONE SERVICE ENTRANCE EQUPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 01240 VOLT I PHASE MLO PANEL CADLE TELEVISION SERVICE ENTRANCE EQUIPMENT I % CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF TFE FBCR 6tI4 EDITION (2011) 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com t AA #: 0003325 F 04 U 1114 O rq A F LENNIE! SVHDlv. Z LOT: CREEKSIDE LOT 45 PROJECT# 04321.000 045R1 MODEL 4EGB "GALEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. DA ET 05/24/18 SCALE: 1/4"=1'-0" SHEET El File Copy ELECTRICAL LEGEND GYM. DESCRIPTION d� STANDARD SWITCH 3-WAY SWITCH 4-WAY SWITCH DIMMER SWITCH r-O PUSH BUTTON DISCONNECT T THERMOSTAT SINGLE RECEPTACLE (125v/20-AMP SINGLE POLE) IOV DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED WITH GROUND FAULT TEIRIPTER/TAMPER RESISTANT TYPE) IIOV DUPLEX OUTLET (HALF OF OUTLET WIRED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT INTERUPTER) IIOV QUADPLEX RECEPTACLE ® IIOV DUPLEX RECEPTACLE (FLOOR MOUNTED) 20V RECEPTACLE (4 WIRE CONNECTOR) WALL MOUNTED LIGHT CEILING MOUNTED LIGHT PENDENT LIGHT FLOOD LIGHT WALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (I GFM PER so. FT.) ACA 3 5UL5 LIGHT FIXTURE Cana 4 BULB LIGHT FIXTURE ^^^ 6 BULB LIGHT FIXTURE 48' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN �—� UNDER CA5INET LIGHT ® I'x4' FLUORESCENT LIGHT (RECESSED) ® I'x4' FLUORESCENT LIGHT (SURFACE OUNT) x4' FLUORESCENT LIGHT (RECESSED) o x O RECESS LIGHT +♦ RECESS LIGHT (VAPOR PROOF) CEILING MOUNTED LIGHT WITH J-BOX R OPT. FAN ELECTRICAL PANEL (FIELD VERIFY LOCATION) ELECTRICAL METER (FIELD VERIFY FQ J-BOX (WALL MOUNTED) Q J-50X (CEILING MOUNTED) CEILING MOUNTED FAN 0 VENT FAN (I CFM PER Sa FT.) PHONE JACK Q SMOKE DETECTOR (CEILING MOUNTED) ®SMOKE/CAR5ON MONOXIDED CTOR (CEILING MOUNTED) CHIMES ®CEILING MOUNTED OUTLET FOR GARAGE DOOROPENER iY TV JACK -`cPSIS PORT • LOCATION OF TV JACKS ! PHONE OUTLETS 4 FANS T05E VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INWA51TA5LE ROOMS TO 5E 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 FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TA5LE MI501.4 OF F5CR 61H EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) WIRING METHOD SHALL 5E NON METALLIC CCALE AS NEC 2014 ARTICLE 300.4(5X2) • ALL RECEPTACLE TO 5E TAMPER -RESISTANT TYPE ALL LAMPS SHALL 5E SELECTED 5Y 5UILDER AND 15% OF LIGHTING MUST 5E ENERGY EFFICIENT TYPE PER F.B.G. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2017, 6th EDITION R4041 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 F W r W h c A F 9VHDIV: de LOT: CREEKSIDE LOT 45 PROJECT 04321.00 045R1 MODEL• 4EGB "GALEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. C ARCHITECT= STATE OF FLORIDA fjo* r s. m a DATE: 05/24/18 SCALE: 1/4"=1'-0" 1 11rp, File Copy UJI-I. 50LLARD AS MEG. P r=R BLDG. GODS FIRST FLOOR PLUMBING PLAN SCALE: 1/4 m I'-0' z 0O Oro II oPT. SECOND FLOOR PLUMBING PLAN SGALi=: 1/4 m 1'-0' 2' VTR LAV 3" 2 I we 3 I TU5 KITCWEN SINK W/ AUTO VENT 2' VTR L�T�\ �11/2' I 2' 1 WA SHER jr 11/2' 21 Y ILAV 2' I 70Iq 2' VTR TO PLUMBING RISER MAIN DIAGRAM 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F �W 04 0 a F 64 ti SUHD T: CREEKSIDE LOT 45 PROJECT 04321.00q 045R1 MODEL: 4EGB "GALEN" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 60 MPH EXP. ARCHITECT: STATE OF FLORIDA - VA12% Dp ET 05/24/18 SCALE: 1/49'=1'-0" File Copy s R FIRST FLOOR 111VAC PLAN GALEN EQUIPMENT SCHEDULE 4 TONS mr-G CARRIER CU 25H5C54&A*030« AHU PX40N(5r-)04SL HEAT 5KW SEER 15 SEER TOTAL GAP 41500 ELECTRIC 200/230/IPH 5RKR CU 40 AHU 35 REP LINES 1/6, < 3/8' F 04 U rq v O h 4 F [: N W 0 N 0 LI SuBDiv. 8e LOT: CREEKSIDE LOT 45 PROJECT 04321.00 045R1 MODEL• 4EGB "GALEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR HVAC PLAN 60 MPH EXP. DATE; 05/24/18 SCALE: 1/4"=1'-0" SHEET M1 File Copy BDRM.#2 BDRM#4#4 BDRM #3 14' 10X6 10X6 (15 CFM 10X6 120 CFM 120 CFM 6' PASS 2XD 5' 2XB THRU THRU 6' 24 - - - �I 16 L J SX4 5 O I I645 CFM SX4 LAUN. 45 CFM 16 4' I r--rr--1 BATH MAWKITE ax4 I 4 #2 45 CFM LOUVER 15 PLANTATION I 45 4 C X AIR W.LC 5 15 CFF=M j 5N i l I I 5' I 120 FM I i -1j5X I 14' I I 3' L-9/- - - - - - - - - - - - - CF=M 0. BA H OWNER'S SUITE I10� I cj- F /I SECOND FLOOR HVAC PLAN r U q t O Q F A ti ULLLJ aysD=v. & LOT: CREEKSIDE LOT 45 PROJECT# 04321.000 045R1 MODEL: 4EGB "GALEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR HVAC LPLAN 60 MPH EXP. DATE• 05/24/18 SCALE: 1/4$$=1'-0" SHEET File Copy 2X4 TOP PLATE PLAN PRE-FAB TRUSS TWICKCOATCORNER BEAD 1/2' GLCs. BOARD PORTL dND CEMENT PL1112c APPLIED 0714J ORAL FOR DIRECTLY TO REWORCEMENT MACONRY 2x6 P.t.110 NOTE, STUDS IN " ATTACHED TO FILL CELL As PER PARTITIONS SUPPORTING PRDDucT APPROVAL RRa 1/2' DRYWALL WALL HUNG PLUMBING r.44WAX mo MAI. sEALANr 4 AND WALL Rai BACKEFIXTURES CABINETS SHALL BE NOT LME WMATWE IIEAtNER STRIP MOULDING ALL LESS THAN 2x4, WHERE eae6Ln AROUNDteY SPACED NOT MORE aw TRACK TS.DOORMANUFI 2X4 WOOD STUDS •24' THAN 16" O.C. OR, NOT ��— in, GYP. U- MD. 11O°D °i1W FASTENED r0 WooD JAMB PER O.G. LESS THAN 2x6, WHERE a PROp� GALV. 6tEEL APPROVAL REQ VERTICAL TRACK ISLIpE pt,p�ppp DOOR 6Y otNERa SPACED NOT MODE e BY MAUF. TRACK D to THAN 24 O.G. ' a� TRACK BRACICETB � � 9 ONC. SLAB APPROVAL RECL scuEDuiE F6EE� � SIZE FIN. FLR ��K .4ND eAR WTT' A�N GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 SCALE: 1 1/2'= 1'-0' D1 °""E''12''r-o, 1 TYP. INT. WALL NON—BRG. D 1 SCALE: 3/4' ®I' -0' FIBERCsLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS FOER33LASS SHINGLES SYNTHETIC PRODUCT, OVER 030 FELT PAPER INSTALLED PER SECTION FIBERCxLASS SHINGLES FIBERGLASS SHINGLES OR SYNTHETIC R905.1.1 ON a, O.S.B. OVER 030 FELT PAPER OR OVER 030 FELT PAPER PRODUCT, INSTALLED SHEATHING OR J' CDX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION RW5.1.1 PLYWOOD SECURED PER INSTALLED PER SECTION PRODUCT, INSTALLED ON O.S.B. SHEATHING FASTENER SCHEDULE R905.1.1 ON �J,' O.S.B. PER SECTION R905.1.1 OR CDX PLYWOOD ^' �R �TRUKCTURALLD�7��AICs�TS SHEATHING OR }' GDX ON a' O.S.B. SHEATHING 5/8' GYPSUM BOARD SECURED PER PLYWOOD SECURED PER OR J' CDX PLYWOOD OR 1/2' HIGH FASTENER SCHEDULE ENER SCHEDULE SECURED PER STRENGTH CLG. TYP PRE-ENG WD. TRUSS TYP. FALTERER EDGE FASTENER SCHEDULE BOARD REFERENCE MAL. DRIP EDGE O.H. o.H. STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS PRE-Ewts TRUSS SEE ENERsY CODE FOR'48 FOR INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT MAL. DRIP EDGE77 REI FENCE STRUCTURAL MTL. DRIP EDGE PRE-ENG. GABLE TRUSS SEE ENEWsY CODE FORMS FOR INSULATION R-VALUES PRE-ENCs. GABLE TRUSS �, o, PER ELEVATION WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYP. 2x FASCIA PER ELEVATIONS O.H. ELEVATIONS 2x P.T. SECURED PER 5/8' GYPSUM BOARD OR I/2' VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLCx. BOARD BT�G UERAL DETPER 8 WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT REFERENCE WINDOW ATTACHMENT AS PER PORTLAND CEMENT STRUCTURAL MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY FENCE Ix2 P.T. PURRING STRUCTURAL STRIPS • 24' O.G. THICK, 2 COAT PORTLAND FURRING 1x2 P.T. FURRI $' GMU CEMENT PLASTER APPLIED STRIPS ®24O.C. I/2 THICK 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. CEMENT PLASTER APPLIED I/2' GYP. WL. BD. PORTLAND CEMENT WOOD BASE 8' CMU DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED I DIRECTLY TO MASONRY 0'-0' FIN. FLR. - _ �t0'-0' FIN. FLR — 0'-0' FIN. FLRrL '- 0 0 FIN. FLR INIV a a a 8' GMU a a i 4 d a c a — a s a a d a 4 a ' d.. d d Q Q a a W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING��WALL SECTION L `' '' NO OPENING NOTE: NO OPENING PER SECTION 908.1.1 - FOR ROOF SLOPESTO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2 LAYERIUNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'=1'-O' IS REQUIRED. FOR ROOF SLOPES D1 SCALE: 3/4'=I'-0' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r AN t 0 ra F A Lhx SVHDIV. & LOT: CREEKSIDE LOT 45 PROJECT 04321.00 045R1 MODEL: 4EGB "GALEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT STATE Cr- FLORIDA 19 JDARTE:: 05/24/18 1 SCALE: 1/4"=1'-0" SHEET In File COPY FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER OVER 030 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R905.1.1 PER SECTION R905.1.1 ON 1' O.S.B. SHEATHING ON i' O.S.B. SHEATHING OR i' CDX PLYWOOD OR }' CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE ER PRE-ENCx WD. tRUB PER PRE-ENG WD.. MAX.LEVATION 24' O.G. MA24' O.G. MAX LEVAtION METAL DRIP EDGE METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY 2x FASCIA PER -0' CODE FORM. 2x FASCIA PER i, 0, CODE FORM. ELEVATIONS o.H. 5/8 GYPSUM BOARD ELEVATIONS O.H.5/8' GYPSUM BOARD TYP. OR 1/2' HIGH STRENGTH TYR OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT SOFFIT Ix2 FIRE -SLOP -4.1 INSUL. REFERENCE REFERENCE N STRUCTURAL -4.1 INSUL. STRUCTURAL z W �n W WINDOW ATTACHMENT w AS PER MANUFACTURES w SPECIFICATIONS —REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR z 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING GLUED AND NAILED N SCHEDULE 1/2' THICK, 2 COAT ly 4 AS PER NAILING 1/2' THICK, 2 COAT 6 PORTLAND CEMENT � > SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED w IL DIRECTLY t0 W DIRECTLY TO MASONRY m MASONRYLU m R ER IX2 FIRE -STOP LEVAtION IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL ELY R ER LEVATION LEVATION 5/8' GYPSUM BOARD 5/S' GYPSUM 50ARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD 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 Ix2 P.T. FURRING STRIPS ® 24' O.G. 8' CMU 1/2' GYP. WL. 50. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY t0 MASONRY IX2 FIRE -STOP C IA 0 a a a ° a .�, a a a n A W/ WINDOW OPENING 1 2-STORY FIRST FLOOR SECOND FLOOR BLOCK SCALE: R-4.1 INSUL. Ix2 P.T. FURRING STRIPS ® 24' O.C. S' CMU 1/2' GYP. WL. BD. WOOD BASE @1 WITHOUT WINDOW OPENING BLOCK 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 U w 4 A F 0 cil SUBDrv. ae LOT: CREEKSIDE LOT 45 PROJECT 04321.00 045R1 MODEL: 4EGB "GALEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C rDA ET 05/24/113 SCALE: 1/4"=1'- D" SHEET 1E)2 File Cupy SECURE 2x6 MIN. TO BLK W/ (2))i1XB' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'>O% WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR WPM IN JOINTS PRIOR TO FILLIP N-SEGURE 2x4 ON— / FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) © VX8' A -BOLTS 4' EMBEDMENT MIN. 0 W/ 21X204 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK • CENTER OF DOOR HEADER W/(U)f'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2'4' WASHER AND NUT. MANLFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR ri BUCK ATTACHMENT �3 ecaLe. vr.r_o' 8' CMU V DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR % X4' MIN. SECURE tHRU FRAME t EXTEND 1-41 INTO BLOCK ❑ W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END t 18' 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 BLOCK +3 4 OR +5 4 A SCALE: N.T.S. 2X4:= SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-%- TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') — WItHIN 8' OF EACH END 4 18' O.c. MAX SPACING. 2X8: SECURE TO BLOCK W/2-%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN W OF EACH ENDY 18' O.C. MAX SPACING. 8' CMU ❑ Yj' 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 +1-1/2" ini WINDOW TO BLACK +1-1/2" " SCALE. N.T.S. 2X4 SECURE TO BLOCK W/ �(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END < NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6cm SECURED THROUGH 3� SECURE TO BLOCK W/2-n6' NON-STRUCTURAL W6' TAPCONS TAPCON MIN. IYi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Y4 J JV DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8:® ❑ SECURE TO BLOCK W/2-W6' )(6' O.S.B. 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 8' OF EACH END t MANUFACTURES DETAILS. 10' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4-) DOOR JAMB TO BLACK +1-15/16" WINDOW TO BLOCK +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 I Y4') WITHIN 8' OF EACH END t 18' O.G. MAX SPACING. 2X6=m SECURE t0 BLOCK W/2-W6 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t 18' O.G. MAX SPACING. 2X8m SECURE TO BLOCK W/2-% TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. —/ NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE t SECURED THROUGH NON-STRUCTURAL' TAPCON MIN. I-Y4' EMBEDMENT INTO BLOCK. 8' CMU ❑ Yi' DRYWALL r =I'X4' OR I'X2' P.T. NAILER R CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 14 J�' " WINDOW TO BLOCK +2 1 " SCALE: 4 N.TS. 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8 OF EACH END t MUST BE ON OUTSIDE 4 IS OC. MAX SPACING. 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-'NON-STRUCTURAL 7(ia TAPCON MIN. 1-Y4' (MIN. , T EMBEDMENT INTO B1-OCN. SHANK SIZE .145 K.HA MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Y4') ' DRYWALL WITHIN 8' OF EACH END t 'X4' OR I'X2' P.T. NAILER IS- O.G. MAX SPACING. ❑ 2X8cEm 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 8' OF EACH END t ATTACH TO 2X PER 18- O.G. MAX SPACING. MANUFACTURES DETAILS. N01% !NM Ab NWMV TO PL" .W* (DO NM EEC) JV DOOR JAMB TO BLACK +3" WINDOW TO BLOCK +3" E SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ 46 TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 10' O.G. MAX SPACING. MUST BE ON OUTSIDE t 2X6tm SECURED THROUGH SECURE TO BLOCK W/2-W6' NON-STRUCTURAL Ufa' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END t J�' DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR I"X2' P.T. NAILER 2X8:® SECURE TO BLOCK W/2-W6' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2)12d W(tHIN 8' OF EACH MIN. HEAD SIZE 300 END t 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +3" SCALE: N.7S. 2X4 SECURE TO BLOCK WA4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SfZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE t 18' O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL,' SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN HEAD SIZE 300 MU MIN. EMBEDMENT I Y4') ' R WITHIN 8' OF EACH END t %�JDRYWALL 18' O.C. MAX SPACING. ❑0 1X4' OR I'X2' P.T. NAILER 2Xa== SECURE TO BLOCK W/1-1/4%6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 rDOOR CASING MIN. HEAD SIZE 300 / MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE. !NM AM NNWW TO PW'9S J" (Do NOT O C2= X-) DOOR JAMB TO BLACK +3-7/16" G WINDOW TO BLACK +3-7/16" scALE: N.T.s. 2X4:= SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') WITHIN 8 OF EACH END NOTE: STRUCTURAL 2X 18 O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6am SECURED THROUGH SECURE TO BLOCK W/I-I/4- NON-STRUCTURAL T TAPCON MIN. I-Y4' (MIN. N. SHANK SIZE .145 HA EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END t ❑ y' DRYWALL 18' O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XS� SECURE t0 BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH t0 2X PER V O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3 3/4" WINDOW TO BLACK +3 3/4" 11 SCALE: N.T.S. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 M N 04 44 44, t O y W q F A h 0 N U ii SVHDIV. & LOT: CREEKSIDE LOT 45 PROJECT 04321.00 045R1 MODEL: 4EGB "GALEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCF'KTECT STATE OF FLORIDA juiv D TE: 05/24/18 SCALE: 1/4"=1'-0" SHEET D3 File Cokl ,v