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HomeMy WebLinkAboutBUILDING PLAN• 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 \ o c l0 o DESIGN CRITERIA: A Y D 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 .00CUPANCY - RESIDENTIAL, GROUP R3 CAB. CLG. •CONSTRUCTION TYPE - VB C • 10. INTERIOR FINISH - CLASS B COONN [. CPT. • BASIC WIND SPEED - Vult=160 MPH C.T. Vasd=124 MPH D. DEL. . jPDSURE - C D.G. DIA. *I -STORY RESIDENCE - DIM. •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DISP. DP. AND STATE CODES DR. D.S. SQ.FT. CALC.'S DW EA. IST FLR LIVINks 1104 SQ. FT. ELEV. EQ. 2ND FLR LIVING 1501 gQ. FT. EXH. EXT. TOTAL. LIVING 2605 SQ. FT. F.G./FX . F.G. GARAGE 431 SQ, FT. FIN, COVERED LANAI 80 So. FT. FLR. FLUOR. PORCH III SQ. FT. FR. DR. FTG. TOTAL 3233 SQ. FT. GA. GAR. DISP. G.F.I. A/C VOLUME 216caU GL. GYP, BD. H.B. H.C. HDR. HOT, OR HT INSUL. INT. LAV. LUM. M.C. Fax: (321) 733-7972 ABBREVIATIONS REVISIIONS�oN INDEX OF DRAWINGS ABOVEMANUFACTURER MFR.DESCRIP DATE AIRCONDITIONING MIN. MINIMUM ARCHITECTURAL SHEET DESCRIPTION ADJUSTABLE E M.T.MOUNTEDRESHGLD ALTERNATE D4TD. MOUNTED AMPERAGE BOARD CENTER LINE MTL. N.T.S. O.C. METAL NOT TO SCALE ON CENTER PG PG CI —COVER SHEET GN—GENERAL NOTES CONCEALED FASTENERS OR ATTACHMENT CABINET CEILING CLEAR PL P.B. PH. PROPERTY LINE PUSHBUTTON PHONE PG PG Al —FIRST FLOOR PLAN AIA-FLOOR PLAN SECTIONS DETAILS ARE THE RESPONSIBILITY Of THE CONTRACTOR OPRECORD CONCRETE PUT. PLATE PG A2-SECOND FLOOR PLAN CARPET CERAMIC TILE DRIER P PR. P..TT . PLYWOOD PAIRAIRPG PRESSURE TREATED PG A31H—ELEVATIONS FRONT & REAR "H" A4H-ELEVATIONS LEFT F RIGHT "H" DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR PG PG PG PG PG PG E1—FIRST FLOOR ELECTRICAL PLAN E2-SECOND FLOOR ELECTRICAL PLAN PI -PLUMBING PLAN Ml—FIRST FLOOR MECHANICAL PLANS M2—SECOND FLOOR MECHANICAL PLANS Dl—DETAILS THEGE AREs PLANSANDALLPR R"T'Ow T ARESUSJECTTELD N$IRCToR%TH REQUIRED BYPIELD INSPECTOR[ THAT COMPLWITHALI-APPUCA$,taoDES. DETAIL S.H. SINGLE HUNG PG D2—DETAILS DISHWASHER EACH ELEVATION EQUAL EXTERIOR FIXED GLASS FUEL GAS SHT. SHTHG. SHWR. sL SL. GL. STD. SWS SHEET SHEATHING SHOWER SIMILARG SLIDING GLASS STANDARD SHEAR WALL PG PG PG PG PG PG D3—DETAILS D4—PRODUCT APPROVALS WA1—WALL ASSEMBLY DETAILS WA2—WALL ASSEMBLY DETAILS WA3—WALL ASSEMBLY DETAILS WA4-WALL ASSEMBLY DETAILS ALL MANUFACTURESLABLESSHOWIN UFACTORS AND SHGCCOMPLIANCE ORS DEND UST REMWITHFBGEN ON LN ENERGY DOWS UNTIL INSPECTIONS ARE APPROVED FINISH SECTION PG WA5-WALL ASSEMBLY DETAILS FLOOR FLUORESCENT TEMP. THK. TEMPERED GLASS THICK PG WA6-WALL ASSEMBLY DETAILS FRENCH DOOM FOOTING GAUGE GARBAGE DISPOSAL T.O.C. T.O.P. T.O.S. TYP. TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL C ®sn�N�p SCANNED St. Lucia County GROUND -FAULT U.N.O. UNLESS NOTED CIRCUIT INTERRUPTER GLASS V.P. OTHERWISE VAPOR PROOF - STRUCTURAL SHEET DESCRIPTION GYPSUM BOARD W. WASHER HOSE BIB W/ WITH HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAVATORY LUMINOUS MEDICINE CABINET WD. WDW. W/H W.I. WOOD WINDOW WATER HEATER WROUGHT IRON PG PG PG PG PG PG PG Sl-FOUNDATION PLAN S1.1A-DETAILS S1.1B—DETAILS S1.2-FIRST FLOOR DOWEL PLAN S1.2A-DETAILS S2--FIRST LIFT BEAM PLAN AND NOTES S2.1A-DETAILS /rg0(,-�� ST. LUCIE COUNTY r. I n_� f _- 4 REVIEWED FOR Co, II'LIA c PG S3-FIRST FLOOR FRAMING PLAN REVIEWED BY PG S3.1A-DETAILS DATE PG S3.1B—DETAILS PLANS ANIUERKUT MUST BE KEPT ON J PG S4-SECOND FLOOR PLAN G.NZ, TSPECTION WILL BE MADE. 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 TERMITE TREATMENT REQUIRED 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 F W I 4 r7 4 F FF SU13DIV. 8e LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL: 4EHB 2605- HAYDEN" GARW AGE SING: RIGHT PAGE: COVER SHEET 60 MPH EXP. C 05 23 18 DATE: SCALE: 1/4"=1'-O" SHEET GI File Copy 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. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN: SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL B. NATIONAL FOREST PRODUCTS ASSOCIATION: FINISH GRADES, PLANTING AND IRRIGATION. I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL E. APA - THE ENGINEERED WOOD ASSOCIATION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 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 3' 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, LINO. 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 2. AS PER SECTION .1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALLL NOT LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 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. 4 � 16G 1w r ., I 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 ROOFMdALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-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 Bt LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �w w 0 y 4 F 4 64 SLT de LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SNIPING: RIGHT PAGE: GENERAL NOTES 60 MPH EXP. C D 05/23/18 SCALE: 1/4" = l'- O" File Copy 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 R302,10B �� ]x0a DOUCLE TOP PLATE MID WALL SP4092' = MAX 2„ aTvoe • >r' oo. MAR( u,vx t T 4 lI1DFL.00R BLUED AND SCREWED AS PER FASiNER SCHEDULE St FLOOR STUDS TO S SON MSTA� N' O.G. MAX p11E-EN6 FLOOR TRUSS Doug" TOP PLATE ]x GONrICUS 01NM BLoacmm nro WALL NEKH7' oP eiARAOH VARIES WnH SLOPE ' a�0 � 4 a s in 4' I'-O' 4' ' (2) 6m IRpAR ON CHAIRS A 2 STORY INT. SCALE: 1/2' • I'-O" NOTE: p TUDB • K' 0= MAX, -ClEE DT. PLATE TO STUD W) gIMPSON SP4'I O,G MAX - 804JRE SIT. PLATE TO SLAB Wj I•'xS• ANCHOR BOLT W1 2' wAVAER 1' EMBED. MK • 37' 9 MAX, EPdXY NOT s FOR EXPAN810N smi - 60PSON SP4 . 97 Or- MAX ,4 W) 6'X6' WUIXW A ajl OR FOSS 7ESN ON 6-MU- VAPOR RETARDER ON WELL-CGMPAOTED CLEAN PIL± . TER'IITE TREATMENT TO BE �A-GAIC APPLS°D AT AFAMING. WALL AT GARAGE NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE t RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 1V (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I4y'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE E ITS ATTIC AREA BY NOT LESS THAN 1i2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.5mm) 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 (6TH ED.) 302.1 I 10'-0° 1'-4" ,L'-4 COVERED LANAI 8'-8' CLG. 10'-0' I I I 39'-B' (2) 25-SH 21' -10" 15' -4' 12'-4" 25-SH 2' DINING BEDROOM #2 ❑ SROO � ROOM s-8 cLG ❑ N 8'-8' C.G. 3'-8" 5'-8" 3'-8' (�'-I0" 3'-8' 9'-0" 1 (2) 2068 — —*4514 POST �9 B Olo �� C1V r "' I Vlc �8 BATH �/ o KITCHEN 8'-8' cLG 8'-8' CLG. Q �:: I C 1 co LJ n ml ryq O d- 1 2868 3'- ' 2'-B' 8'-0' `0 41_0 3'-B' 5'-411 3 4 5'_B'X il' 411 - A 2868 SC Lup. 0 oF'f, STAIR DATA 20 MIN. o O t REM; 16 RISER E 154' AI 5-SH r+ ARCH C 15 TREADS A 10' _= V B II I 13'-01, II 51-811 ■ III GARAGE ° FLEX Vliic FOYER CLG. 8'-8' CLG. III m 8'-8' CLG. III III 306s III W/10' III A��tRt1Ns„ 2'-10' „ 16'-0' „ 2'-100, L!�!L rat. �\\L (2) 25-SH L 1'-6' i° ORCH e 9 8'-8' CLa Nil '-4 1n1 �1 ----_r 5'-4' 39' -8' 16'-0' X 1'-0' O.H. ,E FIRST FLOOR PLAN SCALE: 1/4' a I'-0' v N UK MASONRY/FRAME WALL LEGEND 8'-8' BLOCK WALL UN.O ON PLANS BR3. HGT. VARIES S' BLOCK WALL UNA ON PLANS BRCS. INTERIOR LOAD 5s 3. WALL UN.O- ON PLANS 1 1 4' INTERIOR NON LOAD BRCS. WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE SQ.FT. CALC. S IST FLR LIVING 2ND FLR LIVING 1104 1501 SQ. FT. SQ. FT. TOTAL LIVING GARAGE COVERED LANAI PORCH 2605 431 8O III Sa FT. Sa FT. SQ. FT. SQ. FT. TOTAL 3233 Sa FT. A/C VOLUME 21691.2 COM OW AND CLADDNQ VW LOADS SAW VMD EfPOSW FOR S MKOID MUSTS O M AND 1� worm 9cUAfE 2ONE 10 MPH NO M�U ffid ICSD MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA SjG D. 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 31b/-388 ROOF TILE N/A 3 -6829/ IF -5829 APPLICABLE BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWFK L DAB, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w U w 0 tj w A F h SU13DIV. 8e LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL: 4EHB "2605—HAYDEN" GA RAGi'E STnNGF: RIGHT PAGE: FIRST FLOOR PLAN 60 MPH EXP. C D TE 05/23/18 SCALM: 1/4"=1'-0" SHEET AI File Copy I. 4 DEL. — TOP PLATE e cn A H U SECURE TREADS TO STRINUER W/(31.8 3' SCREWS a EA STRINCsER,UNTHREADED SHANK TO EMEND EIEYOND THICKNESS OF SUB -FLOOR SHEATHINCs 42' H. 1/2 WALL W/ CAP / /' / yLu mU / / / / 2. THIS RAILING SYSTEM fS DESfGNED t0 RE51ST A LOAD OF 50 PLF / FOR A CONCENTRATED LOAD OF 200 POUNDS41 ,APPLIED IN ANY 2X4 ATTACHED W/ 10d ®'-0' FIN. PLR. DIRECTION At THE TOP OF SUCH BARRIERS At ANY LOCATION ON THE MASONRY NAILS a 2X4 P.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM SLEEPER INTO SLAB WITHIN S' OF EACH END, 32' 04', MAX. STRESSES- PER SECTION 160-1.8.1 / F.B.G. (201-1) 6th EDITION. (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING 42' H. HALF WALL W/ CAP 3/4' T!G SUB FLOOR GLUED 4 SCREWED PER FASTENER SCHEDULE 10'-0 3/4' 2ND FIN. THE CLEAR SPACE BETWEEN D 1 1/2 THE HANDRAIL AND THE WALL MIN. SHALL BE NO LE55 THAN 1 1/2" HANDRAIL + 36' AS PER FBCR R3111,8.2 / W/ 2X4 RE-MORCING FLR TRUSSES / NOTE: 3/4' KICK / STAIRS RISERS t0 czwoRM TO POOR 6TH 1' MAX. PLATE �OSILn / STAIR DATA: EDITION (2017) M TREAD 10- X. R�/RREApB 3n6' / IN MAX. MIN. 15 TREADS ® ADJACENT TO EACH OCHER 3/8' / 10'+ I' NOSING IN ANY RISER1, AD HANDRAIL CIRCULAR CROSS SECTION DIA. TO 5E 1 3/4' CIRCULAR / S T O R +-1/4' OR PROVIDE EQUIVALENT GRASPASILITY WINDERS- MIN. 6' WIDE • . / PR'J' I 1 NARROW END MIN. II' WIDTH • 12' / 3-2xI2 SYP STRWGER NARROW END 34' MIN. HANDRAIL HGT. / REINFORCED WaX4 OPP NOTE: W/CONT. BEAD OF SUS -FLOOR ADHESIVE NOTES -ENCLOSED ACCESSIBLE SPACE UNDER I. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH A PL-400 OR SIMILARE • STAIRS SHALL HAVE WALL& UNDER STAIR DIAMETER OF I "± 2' OR A NONGIRGULAR CROSS SECTION WITH A EA HORIZONTAL RUN SURFACE AND ANY 80PROTECTED ON PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4' AND THE ENCLOSED SIDE WITHITH I/2' GYPSUM BOARDSCINds. FBCR 30Z.1. A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES 2 X 4 X 12 STRINGER � EA. 2 X 12 STRINGER SHALL HAVE A MINIMUM RADIUS OF 1/8'. SECURE W/12d 6'-S' O.C. BAR n f DETAIL ARCH DTL. STAIR SECTION HANDRAIL SECTION A SCALE: I/4`•I'_0• B 5CALE: 1/2 = I'-0' C SCALE: 1a':I'-0' D SCALE: 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h U W O V W 4 F: SL7HDIV. de LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL: 4EHB "2605-HAYDEN" GARAGE 87iING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. j ARCHITECT- STATE OF FLORIDA V 05/23/18 1 SCALE: 1/4-=1.-0" 1 ![II �7 File Copy 9 m �o e �D n a 2'-4" 1'-8' 2'-8" �. 25-SH 25-SH Efsl?ESS (2) 25-SH I I I NI ,yOF I Iry -I � I- : BEDROOM #4 r UPSTAIRS e LIVING `. 8'-80 C S, ' 8'-8' CLG. - v� I ICD I- 3-SH � ® : rydp 3'-811 v 4'-011 vm 121_011 BATH#3 V 8'-8' cLCs 8 j FLTU5I�R Hw/ W.I.C. r22'k�b' 1 4 ATTIC I 17 LCCESJ I- W.G. o N IR-ISH 3-S7w c 3'-4" 2'-All V 4'-4' 3'-0° 2'-4' 3'-10° �n 6'-6' 'L� V ILIT OWNER'S BEDROOM #3 BATH 04* ao I 0 r 8 Ia I � � BEDROOM #5 8'-8' CLC% 4'-211 II� r-OPT. IF D. W. ___ OWNER'S SUITE 8'-8' CLa 14' - 011 0 0 0 17 rz I ZLLW (2) 25-SH I ECsRESS 1Y 0'-0' G1-�II - - L1- " 12'-411 41_/JII 2'-4' 2'-4' L 8'-0' 13'-811 KK/i 18'-0" 21'-811 7. SECOND FLOOR PLAN SCALE: 114 = I'-0" n r- 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y V W 0 Q F Eti ti SUBDTV. de LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. Cl DATE: uo/;co/ 10 SCALE: 1/4"=1'—on SHEET A 2 File Copy SHINGLE ROOF FYPON I6'X48' DECORATIVE SHUTTER OR EQUIVALENT 2ND FLRh BRCS. HGsT, FYPON—, 5KTIIXI, OR EQUIVALENT 6' RAISED ^� BAND (TYR) 10'-0 3/4" 2ND FLR FIN. FLRJBR3. 14GR. 8'-0" BRCS. HCsT.1, _ m ENTRY �i ■ ■ i ���- i : i ■■ Ell ■■ ■■ ■■ I I I I 45 I I A I 4' RAISED TYIw I I SAND ITYP.) I I I 8' RAISED I I BAND (TYR) 0'-0" FIN. FLRI -0'-4" GRADE IMIN.),IF 18'-8' 2ND FLR. _ BRCx. HC;T. I I I I I I I I I I I I I I I I I I IO'-O 3/4" 2ND FLR I I FIN. FLRJ5Ws.- a'-a' cLCx. HCsT.� I I I I \kU I I 4B I I A3 I TYP. I I I I I I I I I I 0'-0" FIN. FLR I I -01-4ff GRADE lM J _ - FRONT ELEVATION SCALE: 1/4 IN, P-O' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR R-103.4 OFF RIDGE VENT r REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 12 � 5 1 o2&'-8" BLD. HGT. 18'-8" 2ND FLR — - ' BRCS. P&T. '-O' 4' RAISED SAND 4 6' RAISED —5AND IO'-0 3/4" 2ND FLR - N. FLR/BRG. HCzT. 6-8" GL-C—m HCsT. —OPT. COACH L ICsHT O'-O' FIN. FLR -0'-4" GRADE (MIN.) Ir IS' -a" 2ND FLR — - BRCS HCxT. 10'-0 3/4' 2ND FLR FIN. FLR/SRCx. PGT. 06-a" CLG- PST. 0'0" FIN. FLR. -i-4' Gs DYOMIN.) MODEL 2605-HAYDEN-4EHB (2-Story) AREA OF ATTIC = 1541 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 1541 /300 = 5.14 SQ. FT. 5.14 = 739.68 SQ, IN, MIN. REQUIRED VENTILATION = .4X 739.68 IN UPPER PORTION OF ATTIC = 295.872 SQ. IN. (BALANCETO BEPROVIDEDIN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL#OF VENTS REQUIRED = 2.57 TOTAL# OF VENTS PROVIDED = 3 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 42.27 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F y U W 0 y a E stJHDIV. ee Loi% CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODExt 4EHB "2605-HAYDEN" GARAGE sVMG: RIGHT PAGE: FRONT & REAR ELEVATION "H" 60 MPH EXP. ARCHITECT- STATE OF FLORIDA n TE 05/23/11 SCAx.1r: 1/4"=1'-0" File Copy DOWN 'PON 17 OR LENT 2ND FLR. 14a't. 3/4" 2ND FLR. LR./5R3. HGT. 5RG. HGT. CRY FIN. PLR. [=RADE (MIN.) LEFT ELEVATION TEXTUFED FINISH RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F �7 w 0 w q SL7HDIv. ea LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 mODEXa 4EHB "2605-HAYDEN" GARAGE S WING: RIGHT PAGE: LEFT & RIGHT ELEVATION I$H" 60 MPH EXP. ARCFITECT- STATE OF FLORDA 2818 i NO 93723 D 05/23/18 SCALE: 1/4"=11— 0" SHEET A4H File Copy a ELECTRICAL LEGEND SYM, DESCRIPTION iA- STANDARD SWITCH -WAY SWITCH -WAY SWITCH DIMMER SWITCH I -I] PUSH BUTTON ISGONNECT T HERMOSTAT SINGLE RECEPTACLE (125v/20-AMP INGLE POLE) 110V DUPLEX RECEPTACLE 110V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NT'ERUPTER/TAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLET !RED TO SWITCH) EXTERIOR WATERPROOF/W1 RECEPTACLE (GROUND FAULT NTERUPTER) IIOV QUADPLEX RECEPTACLE ® IIOV DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE ONNECTOR) I-Q JJALL MOUNTED LIGHT FILING MOUNTED LIGHT NDENT LIGHT LOOP LIGHT ALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (I CFM PER SQ. FT.) AOA 3 BULB LIGHT FIXTURE 5UL5 LIGHT FIXTURE annnaa6 BULB LIGHT FIXTURE ' TRACK LIGA4TING ATTIC LIGHT WITH PULL CHAIN NDER CABINET LIGHT ® I'x4' FLUORESCENT LIGHT (RECESSED) ® 1'x4' FLUORESCENT LIGHT (SURFACE OUNT) x4' FLUORESCENT LIGHT (RECESSED) O SS LIGHT • SS LIGHT (VAPOR PROOF) rLECTRICAL NG MOUNTED LIGHT WITH J-BOX OPT, FAN PANEL (FIELD VERIFY LOCATION) ELECTRICAL METER (FIELD VERri LOCATION) I-Q -BOX (WALL MOUNTED) JQ -BOX (CEILING MOUNTED) FILING MOUNTED FAN B VENT FAN (I CFM PER Sa Fr.) FI PHONE JACK Q SMOKE DETECTOR (CEILING MOUNTED) ® OKE/ R50N —0 DE DETECTOR CEILING MOUNTED) HIMES ® E L MOUNTED OUT OR RAG OO OPENER TV V JACK •mac 65 PORT NOTES: # LOCATION OF TV JACKS t 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. # GFI • ISLAND (NOT ON KITCHEN CIRCUIT) # DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL # BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE M1501.4 OF Ell 6714 EDITION (20111 # LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) # WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(5X2) # ALL RECEPTACLE TO 5E TAMPER -RESISTANT TYPE # AL LSHALL LCTDYILR AD15%FL(�TI��ST BE ENERGY TYPE PER FS:C, ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, 111 EDITION R404.I CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN COVERED LANAI \ I C' J WW I' I \\ hh --�'' GFI ll OUTLET FOR VENT OR MICRO O 1 Q LI KITCHEN PAN. = _-- \ I OPT- I _GFI � �FI f 7 FLEX 1 � i PRE -WIRED CLG FAN ROOM PRE -WIRED CLG FAN TWITCH IN CABINET — OUTLET /TO 2ND FL. FOR DW J SWITCH I I I I I T L GFI P 44' APP. S/C0 P.B. FOR CHIMES \\ PORCH PRE -WIRED CLG FAN BDRM. #2 DOOR I 1 t KEYLESS FIXTURE GFI GARAGE DOOR PREWIRE GARAGE BATH #2 16 'O GFI • � 44' APP. BOLLARD As REQ. PER 5LDG. CODE FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0' IRRIGATION OUTLET 48' AFF. GFI &- COACH,/1 LIGHT WP Panel MAIN -A PANEL: 8/16wpert. breaker VOLTAGE: 120/240V-1Ph MAIN: 150Amp M.C.B FEEDER: 3-#1 CUTHWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/OAL THVVN & 1-#6 Cu(G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 6240 Space A/C C.U. 40 1 2 #8 5 6 Space 7 8 PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1Ph MAIN: 150Amp M.L.O. FEEDER: 3-#1 CuTHWN & 1-#6 Cu (G) in 1 12" C. OR 3-#2/0AL THWN & 1-#6 Cu(G) in 1 1/2" C. Wire Pale Bkr Description Watts Circuit Circuit 2 4 6 8 10 12 14 1 16 r26 34 36 38 40 42 Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 8000 Range 50 2 #6 # 12 1 20 Microwaw / Hood GFI 1800 3 #12 1 20 Small Appliance 1500 5 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator 1500 7 # 12 1 20 Dining Receptacles AFCI 1500 9 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer / Flex / Hall AFCI 900 13 5000 Dryer GFI 30 2 #10 #14 1 15 Liung Rm, Lanai, Kitchen, Dirt Us AFCI 900 15 Space 17 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 1000 Garage Door Opener GFI 20 1 #12 Space 21 1200 Garage Us & Receptacles GFI 20 1 #12 #14 1 15 Bedroom #21 Bathroom #2 AFCI 900 23 900 Owner's Suite AFCI 15 1 #14 #14 1 15 Bedroom #3 AFCI 900 25 900 Owner's Bathroom AFCI 15 1 #14 #14 1 15 Bedroom#4/Opt. Bed#5&#6/Opt. Loft AFCI 900 27 1200 2nd Floor Haltl STD 2nd FL Liv./Laun. AFCI 20 1 #12 #12 1 20 Exterior Lights and Recept GFI 1000 29 1000 Irrigation controls only 20 1 #12 Space 31 Space Space 33 Space Space 35 Space Space 37 Space #8 2 35 A/C A.H.U. (Heater 5 KVA at 65%) 5525 36 ispace 41 Space Load subject to demand factor calculations / line 17600 27900 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER INC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 45500 • First 10000 watts at 100% 1 10000 Remaining watts at 40% 14200 Total A/C load 11765 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 36966 Total Amps (watts / 240 wits) 149.9 General Lighting & Receptacle LCad Total A/C Square Feet 2605 General Lts & Rec 3 W / Sq. Ft. 7815 Hi -Hats 3at 65W/Lig ht at 100% 195 Total General Lights & Rec (Watts) 8010 Ckts# atts/ck Total watts General Us & Rec Panel A 11 728 8010 METER FIELD VERIFY 1�50 A^'f= ELECTRICAL RI5ER PROVIDE 302/0 CU, THWN + 106 CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT s OVERI-IANl NOT TO SCALE. COMBINATION SERVICE DISCONNECT SWITCH AND GENERAL NOTES: M ELECTRIC METER IN A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR III EDITION (201*1), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 15OA/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MCB NOTED OTHERWISE. TELEPHONE SERVICE ENTRANCE EQUIPMENT POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE- PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 •2/0 ALUMINUM II IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT 1 PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (20M 5/9" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 E�w V 10 W Q W 4 aF Q x SVHDIV. & LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 031 1 hMODEL: 4EHB 5'2605—HAYDEN" GA}.RAGE 8111111 RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EIAr C ARCHITECT STATE OF FLORIDA i ]PRINT 05/23/18 SCAL.'�: 1/4"=1'-0" SHEET EI File Copy 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 F U W O y W 4 Fit SUBDIV. & LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL• 4EHB "2605—HAYDEN" GARAGE STING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. C rscaan i 05/23/18 DATE: SCALE: 1/4"=1'— 0" SHEET File COPY FIRST FLOOR SCALE: 1/4 ■ V-V SECOND FLOOR SCALE: 1/4 ® V-0' • >2' VTR 1- 1/2 L / 1-1/2`1 1 / 1-1/2"- TO MAIN 2' KITCI-4EN SINK W/ AUTO VENT ul= III 1/1 R , 1/2' 2" VTR i �WA%MR I PLUMBING RISER 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 041 fFpq 0." V W rl yO U W 41 F F SUDDIV. 8e LOT 36 LOT: CREEKSIDE PROJECT# 04321.000 036R1 MODEL: 4EHB "2605-HAYDEN" GARAGE S14ING: RIGHT PAGE: PLUMBING PLAN 60 MPH EXP. C `T ` DATE: 05/23/18 SCAT.'.: 1/4"=1'-0" 1 File copy, COVERED LANAI I DINING ROOM I0X& 120 CFM II � o OKITCHEN 00 10X6 120 OF I �1, 10X6 I , 120 CFM 6 10, FLEX o • 11145 CFM 1 III III 12XS PASS TI-1RU FOYER 12, BEDROOM #2 IOx�, 120 CFM 12X8 IPJXF, PASS 120 GFM TWW II I I Iva I I Q GARAGE 50 CFM 3' o 0 0 WAYDEN EQUIPMENT SCHEDULE 4 TONS MFG CARRIER Cu 25HBC54SA#030* 1 [] El — — — 0 0 AHU FX40NCBr-Xd43L — — — HEAT SKID SEER 15 SEER TOTAL CAP 41500 PORCH ELECTRIC 208/230/IPH 6RKR CU 40 AHU 35 O ] _ _ 0 O REP LINES '1/8' < 3/8' _ _ a 'FIRST FLOOR HVAC PLAN F U rq O W A E C SUBDIV. & LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL: 4EHB "2605—HAYDEN" GARAGE S'9IMG: RIGHT PAGE: FIRST FLOOR H VAC PLAN 60 MPH EXP. C U� D 05/23/18 SCALE: 1/4"=11- 0" SHEET I File Copy j! SECOND FLOOR ][VAC PLAN E M 01 riq O 4 E F S amv. & LOT". CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEU 4EHB "2605—HAYDEN" GARAGE SVfMG: RIGHT PAGE: SECOND FLOOR H VAC PLAN 60 MPH EXP. JON 0 1 Old `SUA&M DATE. 05 23 1$ SCALE: 1/4"=1'-0" SHEET 2 File Copy 2X4 TOP PLATE PER F PLAN S PRE-FA5 TRUSS 1/2' CLG. 50ARD COAT I011R t� C.B"I'l COINER BEAD PLASTER APPLIED DIRECTLY TO &, Cm SEE NOT : STUDS IN MASONRY STRUCTURAL FOR REIMENT PARTITIONS SUPPORTINCs x6 P. . UJP ATTACHED TO FILL ln' DRYWALL WALL HUNG PLUM51NG Ci411 AD deA1' CELL A8 MR PRODUCT FIXTURES AND WALL APPROVAL REQ CADINETS SHALL 5E NOT aASLW 11 PVC eLrrcwRpasln SEALANT VINYL WEATHER LESS THAN 2x4, WHERE ®, cm MOULDING STRIPOUN SPACED NOT MORE 14, 6YP. u — W. GA.V. STEEL ALL AR OWD 2X4 WOOD STUDS 024' THAN 16' O.G. OR, NOT WD= SAM TRAM BRACKETS FASTENED TO ojc. LESS THAN 2x6, WHERE e WOOD JAMB PER GALV. SPACED NOT MORE TIC,6LELDOOR APPROV�I� " `aL' ` r MIN. BY BY HE� THAN 24' O.G. . o.. d TENEMAWSLIDE FASTENED TO ROOM TRACK BRAMETS ` ' W/ PRODUCT CONC. SLAB ^ APPROVAL REta. D,, DULr IJ �FOR UtADSEE BAR SIM �-�k AND eR auAmm FIN. FLR 3 GARAGE DOOR JAMBS 2 GAS LINE THRU BLOCK SCALE: I I/2'=I'-0' 1 TYP. INT. WALL NON—BRG. D 1 SCALE: FIBERGLASS SHINGLES 2x BLOCKING 5ETWEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, INSTALLED PER F5CR FIBERGLASS SHINGLES OVER w30 FELT PAPER R905.1.1 ON J' OS.B, OVER 030 FELT PAPER OR FIBERGLASS SHINGLES OR SYNTHETIC INSTALLED SHEATHING OR J' CDX SYNTHETIC PRODUCT, OVER 030 FELT PAPER PRODUCT, INSTALLED PER FBCR OR SYNTHETIC PER FSCR "05.1.1 ON f}' PLYWOOD SECURED PER R905.1,1 ON J' OS.5. PRODUCT, INSTALLED O.S.B. SHEATHINGS OR FASTENER SCHEDULE STIFF5ACK AT ALL UPRIGHTS SHEATHING OR i' CDX PER FBCR R805.1.1 ON i}' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER O .5. SHEATHING OR J' S 5/8' GYPSUM BOARD SECURED PER FASTENER SCHEDULE CDX PLYWOOD OR 1/2 HIGH FASTENER SCHEDULE I'RE-ENG WD. TRUSS _m° TYP. SECUREDTYP. CURED PER STRENGTH CLG. BOARD MTL. DRIP EDGE O.H. MtL. DRIP EDGE o'H FASTENER SCHEDULE REFERENCE PER ELEVATION 2x FASCIA PER v I STRUCTURAL 2x FASCIA PER ELEVATIONS FORMS FOR ELEVATIONS CONT. 2x RAT RUN SEGU ER PRE-ENG TRUSS SEE ENERGY CODE INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS :90 VENTED SOFFIT REFERENCE STRUCTURAL PRE-ENG. GABLE TRUSS SEE ENER�'sY CODE F SULATION R-vALU PRE-ENG. GABLE TRUSS MtL. DRIP EDGE I� F'ER ELEVATION M'L. DRIP EDGE WEEP SCREED PER ELEv WEEP SCREED 2x4 OR 2x6 FASCIA PER 1 _0 �` 2x4 OR 2x6 FASCIA PER ELEVATIONS /Z 5/8' YF'SUM " ELEVATIONS N p 2x P.T. SECURED PER HIGHS NGTH 5 ARD 2x P.t. SECURED PER R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS ST STRUCTURAL DETAILS VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES — SPECIFICATIONS -4.1 IN ATION 1/2' THICK, 2 COAT REFERENCE Wf A ENT AS PER PORTLAND CEMENT STRUCTURAL FACtU S SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY FERENCE Ix2 P.T. FURRING TRUGTURAL SCRIPS 0 16" O.C. Ix2 P.T. FURRING 1/2' THICK, 2 COAT PORTLAND STRIPS 24' O.C. 1/2' THICK, 2 COAT PORTLAND " 8' CMU CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. 8' GMU CEMENT PLASTER APPLIED I/2' GYP. WL. BD. PORTLAND CEMENT WOOD BASE DIRECTLY TO MASONRY �— WOOD BASE PLASTER APPLIED M DIRECTLY TO MASONRY 0'-0' FIN. FLR. _ Lk 0 -0 FIN. FLR ' — — 0 -0 FIN. FLR {. a _ 0'-0' FIN. FLR A d. a s, GMU A a Q Q h 4 A B a q d as d A d n e � W/ WINDOW OPENING TYP. WALL SECTION W WINDOW OPENING B TYP. WA SECTION H B NO OPENING NOt : A NO OPENING PER F5CR W5.1.1 - FOR ROOF 1—STORY HIP BLOCK WALL SLPES 2:TO LESS THAN 4:12, A 5 1—STORY GABLE BLOCK WALL 4 (2)LAYERIUNDERLAYMENT SYSTEM D1 SCALE: 3/4'=I'-O' IS REQUIRED. FOR ROOF SLOPES D1 SCALE: 3/4'-1'-0' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE 11, ASTM D 456S TYPE IV, OR ASTM D 6,151 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 04 v w 0 0 4 E 64 SUDDIV. de LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL: 4EHB "2605—HAYDEN" GFAP.AG%E SVrMC;: RIGHT ]PAGE: DETAILS 60 MPH EXP. C ARCFIRECT: STATE OF FLORIDA D A. AB066HACRA NO 93723 rscaar i 05 23 18 DATE: / / SC ATM 1/4"=1'-0" SHEET File Copy FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER OVER 430 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER F5CR RW5.1.1 ON a, PER F5GR RW5.1.1 ON J' O.S.B. SHEATHING OR is O.S.B. SHEATHING OR is CDX PLYWOOD COX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD.TRUS PER PRE-ENG WD.TRUS PER LEVATION 24' OG. MAX. ELEVATION METAL DRIP EDGE 24' O.C. MAX. METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY 2x4 OR 2x6 -m" CODE FORM. 2x4 OR 2x6 CODE FORM. FASCIA PER O.H. 5/8' GYPSUM 50ARD FASCIA PER O.N 5/8' GYPSUM 5OARD ELEVATIONS TYP. OR I/2' HIGH STRENGTH ELEVATIONS TYP. OR In' HIGH STRENGTH VENTED GLG. 50ARD VENTED CLG. 5OARD SOFFIT Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP -4.1 INSUL. REFERENCE REFERENCE STRUCTURAL R-4.1 INSUL. STRUCTURAL z O , � w z O w WINDOW ATTACHMENT iu AS PER MANUFACTURES �t SPECIFICATIONS —REFERENCE STRUCTURAL 3/4' T t G SU5FLOOR GLUED AND NAILED N 3/4' T t G SU5FLOOR AS PER NAILING GLUED AND NAILED N SCHEDULE 1/2' THICK, 2 GOAT IL 1/2' THICK, 2 COAT z PORTLAND CEMENT } AS PER NAILING O SCHEDULE PORTLANp CEMENT PLASTER APPLIED PLASTER APPLIED w DIRECTLY TO w DIRECTLY TO a > La MASONRY m MASONRY R R IX2 FIFE -STOP LEVATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL \feR R LEVATION LEVATION 5/V GYPSUM BOARD b/8' GYPSUM 50ARD OR 1/2' HIGH STRENGTH GLG. OR 1/2' HIGH STRENGTH 0OARD ER CLG 5OARD LEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 INSUL. R-4.1 INSUL. 6 0 w w lu lu WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENGE STRUCTURAL 1/2' THICK, 2 GOAT 1/2' THICK, 2 COAT PORTLANp CEMENT Ix2 P.T. FURRING PORTLAND CEMENT Ix2 P.T. FURRING PLASTER APPLIED STRIPS +� 24' OG. PLASTER APPLIED STRIPS ® 24" O.G. DIRECTLY t0 DIRECTLY TO MASONRY 8" 'MU MASONRY 8" CMU I/2' GYP. WL. BD. 1/2" GYP. WL. 5D. WOOD 5ASE IX2 FIRE -Stop WOOD BASE IX2 FIRE -STOP —� _ a n 4 J ; Q n W/ WINDOW OPENING 1ti 2-STORY FIRST FLOOR SECOND FLOOR BLOCK d a .10 a 4 1H WITHOUT WINDOW OPENING BLOCK 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 M w O y 4 h LE4 BVHDIV. de LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODET • 4EHB "2605-HAYDEN" GARAGE 811FMG: RIGHT PAGE: DETAILS 60 MPH EXP. J1 ARCHITECT STATE OF FLORIDA r"`+91 i DATE. 05 23 18 SCALE: 1/4"=1'-0$1 1 SIMET D2 File Copy TO BLK W/ (2))i'X9' A -BOLTS 4' EMBEDMENT MIN. 'R AND NUT SPACED EVENLY FROM FLOOR TO CDR. IN JOINTS PRIOR TO FILLIIIICs� � _� E m !� m e � �20 o SECURE 2x4 ON PLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (S) K'X8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X1L WASHER AND NUT SPACED EVENLY FROM PLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK • CENTER OP DOOR HEADER W/(I)1II'XS' J-BOLTS © 4' EMBEDMENT W/ 24X2'Xxi' WASHER AND NUT. O � NOTES: ALL ANCHORS SHALL SE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT D3 scALe. vr.r•o' 8' CMU 'DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR % X4' MIN. %ia' SECURE TPRJ FRAME 4 EXTEND 1-Y4' INTO BLOCK U tAPGONS (MIN. SHANK SIZE .145MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4' WITHIN 8'OF EACH END E O.G. MAX SPACING ``DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (Do NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLACK +3 4 OR +5 4 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 E Is' O.C. MAX SPACING. 2X(o:m SECURE TO BLOCK W/2-%' TAPGoNS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) - WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: CEW SECURE TO BLOCK W/2-%- TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 18' O.C. MAX SPACINGS. ❑Yt' DRYWALL I'X4' OR 1'X2' P.T. NAILER /-DOOR 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 BLACK +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N.TS. 2X4 SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END E NOTE: STRUCTURAL 2X is, OG. MAX SPACINGS. MUST BE ON OUTSIDE t 2X6am SECURED THROUGH SECURE TO BLOCK W/2-346' NON-STRUCTURAL' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8, GMu MIN. EMBEDMENT 1 Y4') -A' DRYWALL WITHIN 8' OF EACH END s IS' O.G. MAX SPACING. 1'X4' OR VX2' P.T. NAILER 2X8:® SECURE TO BLOCK W/2-si(,4 j(e OS.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. is' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +1-1%16" WINDOW TO BLACK +1-15 16" C SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/ 3(e TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6cm SECURE to BLOCK W/2-91(a,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END i Is' O.G. MAX SPACINGS. 2X8Sm SECURE TO BLOCK W/2-%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE J SECURED THROUGH NON-STRUCTURAL 346' TAPCON MIN. I-Y4 EMBEDMENT INTO BLOCK 8' GMU ❑ 15' DRYWALL rZI'X4' OR PX2' P.T. NAILER OR 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 1/4" WINDOW TO BLACK +2 1 4" D SCALE. N.TS. 2X4 SECURE TO BLOCK W/ �1(6 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8 OF EACH END < NOTE: STRUCTURAL 2X IS O.C. MAX SPACINGS. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/2-W.,NON-STRUCTURAL 3i(i' TAPCONS TAPCON MIN. 1 Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Y49 V DRYWALL WITHIN 8' OF EACH END t ❑ VX4' OR VX2' P.T. NAILER 18' O.G. MAX SPACING. 2X8cm SECURE TO BLOCK W/2-w6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER IS' O.G. MAX SPACINGS MANUFACTURES DETAILS. WM, Sash AS NSA rO RIM J" (DO Nor MCMD AV) DOOR JAMB TO BLACK +3" WINDOW TO BLACK +3" E SCALE: N.TS. 2X4= SECURE TO BLOCK W/ 3(t,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' 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-W6 NON-STRUCTURAL " TAPCONS(MIN. SHANK SIZE TAPCON MIN. I44- .145, EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) " mu 8 G WITHIN 8' OF EACH END < JDRYWALL 18' O.G. MAX SPACING. ❑ I' X4' OR I'X2" P.T. NAILER 2X8:® SECURE TO BLOCK W/2-34' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER [ID1(2A2d 145 WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' OZ. MAX MIN. EMBEDMENT I Y49 OOR CASING WITHIN 8' OF EACH END E DOOR JAMB OR WINDOW 16' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3" WINDOW TO BLACK +3' F' SCALE: N.T.S. 2X4= SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHANK SIZE .145, MIN. HEAD SIZE "0 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN S' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACINGS. SECURED THROUGH 2X6:® NON-STRUCTURAL 3(6 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 I Y4') cmu 1DRYWALL 8' WITHIN S' OF EACH END t IS' O.C. MAX SPACING. ❑ I' X4' OR 11X2' P.T. NAILER 2xs� SECURE TO BLOCK W/1-1/4' %6 0.6.5. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. MOM San A6 NW!M TO rwv JOS roo NOr OXCOW &, DOOR JAMB TO BLACK +3-7/16" WINDOW TO BLACK +3-7 16" Cr SCALE: N.TS. 2X4:® SECURE TO BLOCK W/Ya' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8 OF EACH END r NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2XURE SECURED THROUGH SECURE TO BLOCK W/I-1/4 - NON-STRUCTURAL -(6 TAPCONS TAPCON MIN. IY4 (MIN. SHANK SIZE .145 (M EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN 8' OF EACH END tDRYWALL 18' O.G. MAX SPACINGS. ❑ VX4' OR VX2' P.T. NAILER 2X8� SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAMB TO BLACK +3 3/4" WINDOW TO BLACK +3 3_ 4" 11 SCALE: N.TS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E W Xl 0 y W 4 E 114 SUBDIV. do LOT: CREEKSIDE LOT 36 PROJECT# 04321.000 036R1 MODEL: 4EHB "2605—HAYDEN" C;ARAGE S1Rt G: RIGHT PAGE: DETAILS 60 MPH EXP. ARCMTECT- STATE OF FLORIDA 2018 r-x%Lzm-i- DATE: 05 23 1$ SCALE: 1/4"=1'-0" SHEET File Copy'