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HomeMy WebLinkAboutBUILDING PLANS 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. 13 99 2605 z 7, 1" Y", 7 r A \\ �99 "r- A I A_j_6._ _AL _13 _.dA_.'j1 A D _AL_j I\ 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 SIGN CRITERIA: • FBC RESIDENTIAL 6TH EDITION (2017) A/ A/cC • FLORIDA FIRE PREVENTION CODE 6TH EDITION ADJ. • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION AMP. *ALL LOCAL AND STATE CODES ED. GL • OCCUPANCY - RESIDENTIAL, GROUP R3 CAB. CLG. •CONSTRUCTION TYPE - VB C COONN C. • MIN. INTERIOR FINISH - CLASS B CPT. • BASIC WIND SPEED - Vult=160 MPH D. D. Vasd=124 MPH DBL. • EXPOSURE - C D.G. • 1-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. ELEV. 1ST FLR LIVING 1104 SQ. FT. EQ. 2ND FLR LIVINCs Irjml SQ. FT. EXH. EXT. F.G./FX . TOTAL LIVING 2605 50. FT. F.G. GARAW 431 50.FT. FIN. COVERED LANAI w SC+ • FT. FLR. FLUOR. PORCH III SQ. FT. FR. DR. FTG. TOTAL 3233 SQ. FT, GA, GAR. DISP. G.F.I. A/C VOLUME 216912 GL. GYP. BD. H.B. H.C. HDR. HGT. OR HT INSUL. INT. LAV. LUM. M.C. ABBREVIATIONS ABOVE MFR. AIR CONDITIONING MIN. ADJUSTABLE MT. ALTERNATE MTD. AMPERAGE MTL. BOARD N T.S. CENTER LINE O.C. CABINET PL CEILING P.B. CLEAR PH. CONCRETE PLT. CARPET PLYWD. CERAMIC TILE PR. DRYER P.T. DOUBLE R. DUAL GLAZED RAD. DIAMETER RA.G. DIMENSION REF. DISPOSAL RM. DEEP R.O. DOOR S.C. DOWNSPOUT S'D. DETAIL S'H. DISHWASHER SHT. EACH SHTHG. ELEVATION SHWR. EQUAL SIM. EXHAUST SL,, EXTERIOR SL. GL. FIXED GLASS STD. FUEL GAS SWS FINISH FLOOR TRMP. FLUORESCENT THK. FRENCH DOOR T:O.C. FOOTING T,O.P. GAUGE T.O.S. GARBAGE DISPOSAL TYP. GROUND -FAULT U.N.O. CIRCUIT INTERRUPTER GLASS V.P' GYPSUM BOARD W, HOSE BIB W/ HOLLOW CORE WD. HEADER WDW. HEIGHT W/H INSULATION W'I. INTERIOR LAVATORY LUMINOUS MEDICINE CABINET' MANUFACTURER MINIMUM METALTHRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE REVISIONS INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CI -COVER SHEET PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3H-ELEVATIONS FRONT & REAR "H" PG A4H-ELEVATIONS LEFT & RIGHT "H" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-FIRST FLOOR MECHANICAL PLANS PG M2-SECOND FLOOR MECHANICAL PLANS PG D1-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVALS PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET ## DESCRIPTION Sl-FOUNDATION PLAN S1.1A-DETAILS SLIB-DETAILS S1.2-FIRST FLOOR DOWEL PLAN S1.2A-DETAILS S2-FIRST LIFT BEAM PLAN AND NOTES S2.1A-DETAILS S3-FIRST FLOOR FRAMING PLAN ea t A—nPrPATT e S4-SECOND FLOOR PLAN S4.1A-DETAILS S4.2-SECOND FLOOR DOWEL PLAN S5-SECOND LIFT BEAM PLAN AND NOTES S6-ROOF FRAMING PLAN S 6.1A-DETAILS SNl -DETAILS 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F^, rIq y v W O I' A F F; ti Sui3mv. & LOT: CREEKSIDE LOT 76 PE20JECT# 04321.000 076R1 MODEL: 4EHB "2605-HAYDEN" GA12AGE SWING: RIGHT PAGE: COVER SHEET 60 MPH EXP. DATE: 06/13/18 SCALE: 1/4"=1' - 0" SKEET C1 rn 4d..r C L) Liu LL mw a z� Ow �m w J Y m3 Pn Iw zo w aV) Z O z O ' Z w iaul vly GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). TIMBER 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 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) 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL B. NATIONAL FOREST PRODUCTS ASSOCIATION: BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE C. SOUTHERN PINE INSPECTION BUREAU: DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER ARCHITECT. D. TRUSS PLATE INSTITUTE: 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL E. APA - THE ENGINEERED WOOD ASSOCIATION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. I. ENGINEERED WOOD CONSTRUCTION GUIDE 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE u LAYERS AND COMPACT TO 95 /o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE PLUMBING 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 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 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH%-' AMAFLEX. ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 1. GARAGE DOOR DRAWING. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE- BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION 2. AS PER SECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS .1: OT PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH PURPOSES SHALLL NOT APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR SOLID WOOD DOORS NOTT LESS THAN 13/8 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: THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." EXTERIOR FINISHES DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, I" THICK, OVER FRAMED WALLS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS GARAGE. 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 4, AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ASTM-C926 & ASTM-C1063-12a. LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: SEPARATED FROM ALL HABITABLE ROOMS ABOVE By NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN''/rINCH GYPSUM BOARD OR EQUIVALENT. PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11AAND 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 L AA #: 0003325 tol 6 4 E StmDIv% & LOT: CREEKSIDE LOT 76 PF20dECT# 04321.000 076R1 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: GENERAL NOTES L60 MPH EXP. C ARCHITECT - A. rsw.ar i DATE: 06/13/18 SCALM: 1/4"=11- 0" SHEET FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILIWx FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC IR302.9.1 THROUGH FBC R302.%4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 DOU" TOP PLATS RST SP4SN' Ca MAX HEISFIT VARIES (V % WEAR ON CNAUUS 2x CCNTNOUS STRESS DLOCWJft MID WALL • RS' = MAX. AND SQ�D AS PER PASTNER SCHEDULE PRE-EM FLOOR TRUSS 2x STUDS • IS' O.C. MAX, UOK SECURE Ur. PLATE TO Shim W/ SIMPSON SP4 632' = MAX SECURE DT. PLATE TO SLAG UY PXW ANCHOR BOLT W 2' WASHER T EMISED. MK • 32' OL, MAX EPDXY NOT REOUMED FOR EXPANSION ,101TS VIPSOt SP4 • "I Of- MAX ° ` • q 4' CONE. PER OOINCED UY S'XS' WL4)d A.4 WUP OR PbER'ESi1 ON 6-ML VAPOR RETARDS! ON UELL-CO PAOTED CLEAN PILL. TEAI'ItTE TREATMENT TO CE .. _. „I s, DOMA-CAM APPLIED AT MRAM i A 2 STORY INS'' WALL AT GARAGE SCALE. 1/2'=I'-O' 39'-A° FIRST FLOOR PLAN SCALE: 1/4' = 1'-0' MASONRY/FRAME WALL LEGEND S'-S' BLOCK WALL UN.O ON PLANS 5R3. WGT. VARIES S' BLOCK WALL UND ON PLANS 181-S' BRCS. INTERIOR LOAD BRCS. WALL UNA. ON PLANS 4' INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-6' -ALL EXTERIOR DOORS TO BE 6'-S' UNLESS NOTED OTHERWISE Q��Iu� 4 MD TYPE AMTV B OTAf� AfW FC M SO WH YIIIO I;BIm MIN. WINDOW 10 5 34/-4$ CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN, CRITERIA SGD. MIN. CRITERIA 12 5 30/-31 8010 O.H.D. 56 5 30/-3$ 160"10 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-36.8 ROOF TILE N/A 3 -5819 IF APPLICABLE BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. pWRX DATE NOTE: NOTE:2-STORY GYPSUM BOARD OPENING$ BETWEEN THE GARAGE E RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 146' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I4b'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE a ITS ATTIC AREA BY NOT LESS THAN V2'(12.lmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.c mm) 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 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 aoW y w 0 y A F i9UHI)IY. & LOT: CREEKSIDE LOT 76 PROJECT# 04321.000 076R1 MODEL: 4EHB "2605-HAYDEN" GARAGE 3111UNG: RIGHT PAGE: FIRST 1FLOOR PLAN 60 MPH EXP. NT D T,M 06/13/16 SCALE:1/4"=1'-0" t RI :- =� 1r 'sue G DBL. — TOP PLATE no] lil km R44 EE: I/4'=I'-0' ARCH DTL. B SCALE: I/2 = I'-0' A H V SECURE TREADS TO STRINGER W/(3M 3' SCREWS • EA STRINGER, UNTWREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING 42' H. 1/2 WALL W/ CAP z 0 (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR \ SOLID NAILING 1 3/4' KI 1' MAX. PLATE NOSINn---N MASONRY NAILS • 2X4 P.T. SLEEPER INTO BLAB WITHIN 8' OF EACH END, 32' O C. MAX. �STOR= — 3-2x12 SYP STRINGER REINFORCED W/2X4 SFF W/CONT. SEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILARE • EA HORIZONTAL RUN _ 2 X 4 RE-INFORCING • EA. 2 X 12 STRINGER SECURE W/12d 6'-0' O.G. 42' H. HALF WALL W/ CAP 3/4' T4G SUB FLOOR GLUED 4SCREWED PER FASTENER SCHEDULE r� o S'-ON FLR tRLI 1e8 t I JT. NOTE= STAIRS RISERS TO CONFORM TO FSGR 6TH EDITION (20Y1) STAIR DATA: MIN. TREAD•10' MAX. RISER-1 3/4' 3/16' IrcR o 1.54' MAX. VARIATION IN RISERS/TREADS 15 TREADS 0 ADJACENT TO EACH OTHER 3/8' MAX. 10'+ IN NOSING VARIATION IN ANY RISER/IREAI2 HANDRAIL CIRCULAR CROSS SECTION DIA, TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIK 6' WIDE • NARROW END MIN. II' WIDTH • 12' FROM NARROW END 34' MIN. HANDRAIL HAT. STAIR SECTION C SCALE: Os 'E� NNCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2, GYPSUM HOARDS. FBCR 302.1. HANDRAIL 6 36' WJ 2X4 IRE -INFOF THE CLEAR SPACE BETWEEN tHE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.18.2 NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION LUITH A DIAMETER OF Ij't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FIN. FLR FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, LUHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-t.8.1 / F.B.C. (201-0 6th EDITION. CnHANDRAIL SECTION SCALE: 3/4' = 1' -0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 r �11111' SVHDIV. & LOT: CREEKSIDE LOT 76 PROJECT# 04321.000 076R1 MODEL• 4EHB "2605—HAYDEN" GARAGE STfMG: RIGHT PAGE: FLOOR PLAN 1 SECTIONS / DETAILS 60 MPH EXP. ARcCHrrECT: STATE OF FLORDA ND A ABOIJ ACRA AR NO 937 3 `'V ` DATE: 06/13/18 DATE: SCALE: 1/4"=1'- 0" I 39' -8' 2'-4" II'-4" 2'-4" 25-SH I 0 ry� II� `� II I BEDROOM #4 8'-8' CLG 'd [42'-4 4'-4" 3'-V CID BEDROOM #3,' a' -a' CLa (2) 25- .9 UPSTAIRS LIVING 1 8'-8' CLG. OMNI I N E \�t -------,M C Cie) i5-5H EGREss a o 0 LINE OF IST I144-SH 25-SW FLOOR BELOW TEMP EGRESS 2'-4' 2'-4' 8'-0" SECOND FLOOR PLAN SCALE: 1/4 = I'-0" 25-SH BEDROOM #5 8'-8' CL& V 11, -----IF- _-_--I OPT. I I oo'T , l D. III W. II I I OWNER'S SUITE 8'-8' CLG. 14' - 0" e.-._a�u�Llsro 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F h C�a W 0 r7 4 F 64 CREEKSIDE LOT 76 PROJECT 04321.000 076R1 MODEL 4EHB "2605-HAYDEN" GARAC4E STIMG: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. C D TM 06/13/1NT 8 SCALE: 1/4$$=1'-0" SHEET A� SHINGLE ROOF FYPON 16'X48' DECORATIVE SHUTTER OR EQUIVALENT IS'-S" 2ND FLR BRCS. HGT. FYFON-- BKTI IXIi OR EQUIVALENT 6' RAISED BAND ITYFa 10'-0 3/4" 2ND FLR _ FIN. FLRJBRG. I41T. Q ENTRY I I I I 48 I I A I i 4' RAISED TYP. BAND (TYF.) I I i 8' RAISED I I BAND (TYP.) I I 0'-0" FIN. FLR -0'- GRADE 1g1N 1X A 2ND FLR. BRa 44GT. 10'-0 3/4" 2ND FLR. 1 — FIN. FLRJBRS. HGT. V -8' CLCz. HGT., I I I I I I 48 I I Ay I I TYP. I I I I I I I I I I 0'-0.FLR. I I -0'-4am CxRADE ( I 4 r- HGT.MODEL 2605-HAYDEN-4EHB (2-Story) - ------ y AREA OF ATTIC = 1541SQ. FT. FRONT ELEVATION SCALE. 1/4 = I'-V TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDCsE VENT REAR ELEVATION SCALE" 1/4 = I'-0' TEXTURED FINISH FLR. BRCS. HCsT. 4' RAISED BAND 6' RAISED BAND 7Z ,�10'-0 N'> 2ND FLR FIN. FLRJBRCs. HCst. -� G " C' - HGT. Y V4-ui ,-,--OPT, COACH --- LIGHT 0'-0' FIN. FLR. -0'-4' GRADE MIN.) i113 2ND FLR. T. _ ol1*.0 3/4" 2ND FL-R. FIN. - R./BRCs. HGT. 8'-6' CLG. HGT. G DE (MIN.) NET FREE VENTILATION AREA RI REQUIRED VENTILATION AREA 5.14 MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 1/ 300 1541 /300 5.14 SQ FT. = 739.68 SQ, IN, .4 X 739.68 295.872 SQ. IN. (BALANCETO BE PROVIDED IN 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 (netfree area) LINEAR FEET OF SOFFIT REQUIRI 42.27 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F rIq :. 0 w 4 F Eti SVHDIV. de LOT: CREEKSIDE LOT 76 PROJECT# 04321.000 076R1 MODEL• 4EHB "2605-HAYDEN" GjAl%AGE SirMC;F: RIGHT PAGE: FRONT & REAR ELEVATION "H" 60 MPH EXP. ri"r i DATE. 06 13 18 SCAZ 'E: 1/4"=11— 0" SHEET A3 H :� . L LEFT ELEVATION TEXTURED FINISH ]SIGHT ELEVATION SCALE: 1/4 - I'-C' TEXTUFam FINISH DOWN ,PON 11 OR `,LENT 2ND FLR. HGT. 3/4" 2ND FLR. LRJ51;F z. HGT. 5FFG. HGT. CRY FIN. FLR. GR,4DE (MIN.) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W w rl w q F: ti SUBDIV. ,9e LOT: CREEKSIDE LOT 76 PROJECT# 04321.000 076R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SMMC;: RIGHT PAGE: LEFT & RIGHT ELEVATION "H" L60 MPH EXP. L ATE 06/13/18 9CAL•�: 1/4"=1'— 0" SHEET ELECTRICAL LEGEND SYM. DESCRIPTION -II STANDARD SWITCH -WAY SWITCH -WAY SWITCH DIMMER SWITCH HE PUSH BUTTON DISCONNECT TTHERMOSTAT SINGE RECEPTACLE (125v/20-AMP SINGE POLE) 110V DUPLEX RECEPTACLE 110V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLET MIRED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) 110v QUADPLEX RECEPTACLE ®MOUNTED) 110V DUPLEX RECEPTACLE (FLOOR 220V RECEPTACLE (4 WIRE CONNECTOR) F0 JJALL MOUNTED LIGHT FILING MOUNTED LIGHT ENT LIGHT LOOD LIGHT IJALL SCONCE PREE-WIRE VENT FAN WITH LIGHT (I CFM PER Sa FT.) AD3 BULB LIGHT FIXTURE ? ULB LIGHT FIXTURE AQQQDULB LIGHT FIXTURE RACK LIGHTING j IC LIGHT WITH PULL CHAIN��ER CABINET LIGHT ® x4' FLUORESCENT LIGHT (RECE55ED) ® 'x4' FLUORESCENT LIGHT (SURFACE OUNT) LIGHT (RECESSED) ESS LIGHT ESS LIGHT (VAPOR PROOF) flFLUORESCENT ING MOUNTED LIGHT WITH J-BOX OPT. FAN CTRICAL PANEL (FIELD VERIFY ATION) OX (WALL MOUNTED) OX (CEILING MOUNTED) FILING MOUNTED FAN VENT FAN (I CFM PER 80. FT.) KI PHONE JACK Q OKE DETECTOR (CEILING MOUNTED) /cARSoN MONOXIDE D OR CEILING MOUNTED) HIMES ® I OPENERMOUNTED OR GARAGE OOR N V JACK -<— 55 PORT NOT, LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED * HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI w 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 MI50-1.4 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 30OA(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FB-C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 201't. 6th EDITION IIII CEILING MM. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN COVERED LANAI G' `J \ ROOM i OUTLET FOR �R NT OR MICRO 0 l_1 KITCHEN lI \% GFI PAN, OPT.' GFI / / FLEX ,I PRE -WIRED CLG FAN LIVING ROOM PRE -WIRED CLG FAN i TWITCH IN CABINET - OUTLET /t0 2ND FL. FOR OW SWITCH r T 1 1 GFI to 44' "P. S/CO II i FOYER / WP O IIIGIN P.B. FOR CHIMES � PORCH PRE -WIRED CLG FAN BDRM.#2 S.D. 7 1 \ KEYLESS FIXTURE GFI 6 GARAGE DOOR PREWIRE GARAGE BATH #2 6® 44' A.Fr-. FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' - 1'-0' 0 ti BOLLARD AS REQ. PER BLDG. CODE IRRIGATION OUTLET 48' AFr-. GFI �l COACH LIGHT METER FIELD VERIFY LOC. WP Panel MAIN - A PANEL: 8/16wpert. breaker VOLTAGE: 120/240V-1Ph 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 Blur Description Watts I Circuit I I Circuit 2 4 6 I Watts I Descripton Bkr Pole Wire #12 #12 1 20 Ex tenor Receptacle GFI for TUG L200 i Space 2 20 Irrigation Pump 1000 3 Space 5 6240 A!C C.U. 40 2 #8 Space 7 g PANEL -A PANEL: 42 crt, breaker VOLTAGE: 120 / 240 V -1Ph MAIN: 150 Amp M. L.O. FEEDER: 3-#1 CUTHWN & 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 Blur Description Watts Circuit Circuit 2 4 8 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 Watts Description Bkr Pole Wire 012 #12 Mil 012 1 20 Small Appliance 1500 1 8000 Range 50 25 20 2 2 1 #6 #10 #12 1 20 Microwave/Hood GFI 1800 3 1 20 Small Appliance 1500 5 4500 Water Heater 1 20 Refrigerator 1500 7 012 #12 #14 1 20 Dining Receptacles AFCI 1500 9 1200 Disposal GFI 1 20 Bath GFI Receptacles 1200 11 1500 Dishwasher GFI 20 30 1 2 #12 #10 1 15 lFoyer/Flex/Hall AFCI 900 1 13 5000 Dryer GFI #14 1 15 UWng Rm, Lanai, Kitchen, Din. Lts AFCI 900 15 Space 17 1500 lWasher GFI 20 1 #12 014 1 15 SD & C/O AFCI 900 1 19 1000 IGarage Door Opener GFI 20 1 #12 Space 21 1200 Garage Lts & Receptacles GFI 20 1 #12 #14 1 15 Bedroom #2 / Bathroom #2 AFCI 900 23 900 Owner's Suite AFCI 15 1 #14 014 1 15 Bedroom #3 AFCI 900 25 900 Owner's Bathroom AFCI 15 1 #14 014 012 1 16 Bedroom#4/Opt. Bed#5&#6/Opt. Loft AFCI 900 27 1200 2nd Floor Hala STD 2nd FL LivJLam Aqn 20 20 1 1 #12 #12 1 20 Exterior Lights and Recept GFI 1000 29 1000 Irrigation controls only Space 31 Space Space 33 Space #8 Space 35 Space t2 Space 37 Space 35 A/C A.H.U. (Heater 5 KVA at 65%) 5525 39 Space 41 Space Load subject to demand factor calculations / line 17600 27900 1 Load subject to demand factor calculations! line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NONLOINCIDENT LOAD DPI: 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 A/C NON -COINCIDENT LOAD Total Connected Load Watts 35965 Total Amps (watts / 240 wits) 149.9 General Lighting & Receptacle Load Total A/C Square Feet 2605 _ General Lts & Rec 3 W / Sq. Ft. 7815 Hi -Hats 3 at 65W/Light at 100% 195 T Total General Lights & Rec (Watts) 8010 Ckis# atts/ck Total watts General Lts & Rec Panel A 11 728 8010 150 ,Al" I= ELEC R[C24L fRISER NOT TO SCALE. GENERAL NOTES - A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION f2011), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3112/0 CU, THWN + 106 CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT * OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011). 5/8" DIA X OFT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W 0 El E ti I L Suswv. de LAT: CREEKSIDE LOT 76 PROJECT# 04321.000 076R1 MODEL• 4EHB "2605-HAYDEN" C;ARAG4E STIMGP: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. ARCHITECT. - STATE OF FLORIDA 113 A rr' ` 06 13 18 DATE: SCALE: 1/4"=1t— 0" SHEET E1 ELECTRICAL LEGEND SYM. DESCRIPTION iH- STANDARD SWITCH -WAY SWITCH 4-WAY SWITCH DIMMER SWITCH b PUSW BUTTON DISCONNECT T THERMOSTAT SINGLE RECEPTACLE (125v/20-AMP SINGLE POLE) (10V DUPLEX RECEPTACLE 110V DUPLEX RECEPTACLE (EQUIPPED WITH GROUND FAULT INTERUPTER)TAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLr= T !RED TO SWITCH) EXTERIOR WATERPROOPKGFI RECEPTACLE (GROUND FAULT INTERUPTER) 110V QUADPLEX RECEPTACLE ® 110V DUPLEX RECEPTACLE (FLOOR MOUNTED) 220V RECEPTACLE (4 WIRE CONNECTOR) t-o VALL MOUNTED LIGHT CEILING MOUNTED LIGHT OFENDENT LIGHT ODD LIGHT WALL SCONCE PRIE-WIRE VENT FAN WITH LIGHT (I CFM PER SQ, I"T•) 2a3 3 BULB LIGHT FIXTURE Fnna 4 BULB LIGHT FIXTURE 2� 6 BULB LIGHT FIXTURE 48' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN UNDER CABINET LIGHT ® I'x4' FLUORESCENT LIGHT (RECESSED) ® I'x4' FLUORESCENT LIGHT (SURFACE MOUNT) 2'x4' FLUORESCENT LIGHT (RECESSED) ® x O RECESS LIGHT RECESS LIGHT (VAPOR PROOF) CEILING MOUNTED LIGHT WITH J-BOX R OPT. FAN ELECTRICAL PANEL (FIELD VERIFY LOCATION) LOCATION) I-Q J-BOX (WALL MOUNTED) Q J-BOX (CEILING MOUNTED) CEILING MOUNTED FAN VENT FAN (I CFM PER SQ. FT.) PHONE JACK Q SMOKE DETECTOR (CEILING MOUNTED) SMOKE/CAR50N MONOXIDEDET (CEILING MOUNTED) CHIMES ® CEILINGMOUNTED OR G 00OPENER TV TV JACK -mac jUS5 PORT NOTES= • LOCATION OF TV JACKS < PHONE OUTLETS E FANS TORE VERIFIED 6 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. 0 GFI w 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 MI"IA OF FBCR 6TH EDITION (201V. • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.415X2) ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND i5as OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.5C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 201-1. 6th EDITION R404.1 W; r —, ."s- L-- --- --- - - - - - - - - - - -- SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' -- 1'-0' 1441 N. RONALD REAGAN BI. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 M N v W t 6 w 4 F sUHDIV. ae LOT: CREEKSIDE LOT 76 PROJECT 04321.000 076R1 MODEL: 4EHB "2605-HAYDEN" GARAGE 99TrMG: RIGHT PAGE: SECOND FLOOR ELECTRjE)XMP. AL PLA 60 MPH C ARCHITECT- 13 10L• xa J rX%jLjL' ` ()6 13 18 DATE: / / SCALE: 1/4"=11- 0» SHEET oL',y{-=. it" ® I -w L----__—_—_------ —I SECOND FLOOR SCALE: 1/4 = V-0' 0 TO MAIN 2' VrR k V. 2' LAV >2' VTR 3• KITC 4EN SINK W/ AUTO VENT ' VrR 2` VTR i WASHER PLUMBING RISER 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y V nq may.. O W q F: x 9V39DIV. & LOT: CREEKSIDE LOT 76 PROJECT# 04321.000 076R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 60 MPH EXP. Ci ARCHTECT- STATE OF FLORDA J 132 ROLAN A.ABOUCHACRA AR NO 937' /3 PRINT 06/13/18 SCALE: 1/4"=1'-0" o C COVERED LANAI DINING ROOM 10X6I120 GPM wo LIVING ROOM 10X6 120 C I 12" 4 { 16 -J 4' -- 4, 120�Cr-`81 I III 10, I2X8 +" I145 CFM l l FLEX PASS THRU III FOYER III III � I i PORCH I L------------ 12, 7 BEDROOM #2 „ 12X8 10X6 PASS 120 CIA Ti II I SX41 CI 50 I� 45 CFM 0 IE-oOII Q 3, I I I I hI I GARAGE BATH 2-A 0 0 I FIRST FLOOR MECHANICAL PLAN HAYDEN EQUIPMENT SCHEDULE 4 TONS MFCx CARRIER G.U. 25HSC548A*030+ A.H.U. FX4DN(5,F)043L HEAT 5KLU SEER 15 SEER TOTAL CAP 41500 ELECTRIC 208/230/IPH 5RKR C.U. 40 A.H.U. 35 REF LINES I/8, < 3/8, F w Q y 4 F C ti 9VHDIV. de LOT: CREEKSIDE LOT 76 PROJECT# 04321.000 076R1 MODEL• 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. i FIT -1 DATE: 06/13/18 SCALE: 1/41"=1'-0" t3HEET i ----------------- - - - - -- SECOND FLOOR MECHANICAL FLAN F V W h A F S'VHDIV. & LOT: CREEKSIDE LOT 76 PROJECT# 04321.000 076R1 MODELe 4EHB "2605-HAYDEN" c�ARac�E Swnvc�: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN L60 MPH EXP. j 06 13 18 DATE: SCALY: 1/4"=1'- 0" SE3EET 2X4 TOP PLATE MIR F PLAN PM-FAB TRUSS I/2' GLG. BOARD 1/2' DRYWALL 2X4 WOOD STUDS 024' O.C. CONC. SLAB FIN Fi R NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG FLUM51NG FIXTURES AND WALL CA51NETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2xfo, WHERE SPACED NOT MORE THAN 24' O.G. uwuK AND SEA. CM LM 1 0 PvC simyr: FM GM LIM ®, cry, w' GYP. W— W. WOOD llABC , aAPPROVAL C), EDwLE SI �� �FOR�U1xD 9AR SIZE AID 5AR. ` 1AN Y /2 \GAS LINE THRU BLOCK GORIER MAP Id' THICK, 2 COAT S' Cm SEE PORTLAND T STRUCTURAL FOR PLASTER APPLIED REINEORCEhIENT DIRECTLY TO MASONRY 2xi PS. LLD ATTACHED R FILL "< •' DELL AS PER PRopucr APPROVAL REQ SEALANT 4 BACKED ROD WATNER STRIP MOIULDMG ALL AROUND (DY TRACK STEEL DOOR MAKUF.) TRACK CNdiClcEYB FASrENEp ro WOOD JAM PER PRODUCT GALV.STEEL ovERHEAn pooR APPRovAL RE0. VERTICAL TRACC , 5Y MAUF. mx FASTENED to SLIDE DY OTHERS, TRACK ORACKeTB ROOM REQ 3 GARAGE DOOR JAMBS SCALE: 11/2'=1'-0' D1 1 TYP. INT. WALL NON—BRG. D 1 SCALE: 3/4'=I'-0' FIBERCxLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER 030 FELT PAPER OR PER STRUCTURAL DETAILS FI5ERj3LASS SHINGLES SYNTHETIC PRODUCT, OVER 030 FELT PAPER INSTALLED PER SECTION FIBERCsLASS SHINGLES FIBERCxLASS SHINGLES OR SYNTHETIC R905.1.1 ON � OS.B. OVER 030 FELT PAPER OR OVER 030 FELT PAPER PRODUCT, INSTALLED SHEATHING OR J' CDX SYNTHETIC PRODUCT, OR SYNTI-1ETIG PER SECTION R905.I PLYWOOD INSTALLED PER SECTION PRODUCT, INSTALLED ON �}' OS.B. SHEATHING FASTENER SCHEDULE R905.1.1 ON ' OS•B• PER SECTION RW*.1.1 OR J' CDX PLYWOOD STIFFBACK At ALL UPRIGHTS SHEATHING OR J' CDX ON J" OS.B. SHEATHING 5/8' GYPSUM BOARD SECURED PER PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR J' CDX PLYWOOD FASTENER SCHEDULE I, 0„ PRE-ENCx WD. TRUSS �,_0„ FASTENER SCHEDULE SECURED PER SR EN TH STIFNDstH CLCc. TYP. TYP. MTL. DRIP EDGE FASTENER SCHEDULE �'`�� REFERENCE E MTL. DRIP EDGE OH• O.I4. 2x FASCIA PER A STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS SEE ENERGY CODE FORMS FOR ELEVATIONS CONT. 2x RAT RUN SEGU D ER PRE-ENG TRUSS INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MtL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE PRE-ENG. GABLE TRUSS SEE ENER3Y CODE F O SULAtION R-NACU PRE-ENG. GA5LE TRUSS I -0 , OLPER ELEVATION - WEEP SCREED PER ELEV WEEP SCREED 2x FASCIA PER 2x FASCIA PER _ ELEVATION$ p ELEVATIONS 2x P.T. SECURED PER 5/8, YPSUM /2' 2x P.T. SECURED PER VENTED SOFFIT R-4.f INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGHS NGTH 23! B ARD STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -4.1 IN ATION 1/2' THICK, 2 COAT REFERENCE WI A CEMENT AS PER PORTLAND CEMENT STRUCTURAL A ACTU S SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY FERENCE Ix2 P.T. FURRING TRUCTURAL STRIPS 4P 24' OC. I/2' THICK 2 COAT PORTLAND Ix2 P.T. FURRING a, Cmu CEMENT PLASTER APPLIED STRIPS 24" O.C. 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT I/2' GYP. WL. Bp. CEMENT PLASTER APPLIED GYP. WL. BD. PORTLAND CEMENT WOOD BASE 8, Crud DIRECTLY TO MASONRY f WOOD BASE PLASTER APPLIED ��� DIRECTLY TO MASONRY 0'-0' FIN. FLR� _ _ O, 0'-0' FIN. FLR 0'-0' FIN. FLRi _ 0'-0" FIN. FLR ° Q �c' 1 O a a Q ° a °. W WINDOW OPENING TYP. WALL SECTION W WINDOW OPENING TYP. WAL SECTION A B A B NO OPENING NOTE: NO OPENING PER SECTION e05.1.1 - FOR ROOF SLOPES 2:TO LESS THAN 4-12, A 4 1—STORY HIP BLOCK WALL (2)LAAYERIUNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES p� SCALE: 3/4'=1'-O' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM 0226 TYPE II, ASTM D 4869 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 F W rn V t 0 w a F h St7HDIV. de LOT: CREEKSIDE LOT 76 PROJECT# 04321.000 076R1 adODEI. 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. 21 D TE 06/13/18 SCALE: 1/4"=11— 0" SHEET DI FIBERGLASS SHINGLES OVER 050 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON is O.S.B. SHEATHING OR k cox PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD.TRUSS — 24' O.G. MAX METAL DRIP EDGE -- PER LEVATION FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -Elks WD. TRUSS- 24' O.C. MAX. METAL DRIP EDGE� '— R-30 INSULATION PER ENERGY CODE FORM. 2x FASCIA PER I, 2x FASCIA PER -0" 5/6' GYPSUM BOARD ELEVATIONS ELEVATIONS P. OR 1/2' HIGH STRENGTH o p CLG. BOARD VENTED VENTED Ix2 FIRE -STOP SOFFIT SOFFIT REFERENCE - STRUCTURAL In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY t0 MASONRY IX2 FIRE -STOP SEE STRUCTURAL IX2 FIRE -STOP In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP a a V c� a 4. 9 Q a u a R-30 INSULATION PER ENERGY CODE Fow. 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL. FERENCZ SSTTRUC URAL R-4.1 INSUL. a F- } WINDOW ATTACHMENT w AS PER a MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 3/4' T 4 Gs SUBFLOOR GLUED AND NAILED 3/4' T t G SUBFLOOR 41fl AS PER NAILING GLUED AND NAILED I/2' THIGK 2 COAT N SCHEDULE AS PER NAILING PORTLAND CEMENT SCHEDULE PLASTER APPLIED DIRECTLY TO _ MASONRYLU m R �? LEVAt(ON IX2 FIRE -STOP LEVATION SEE STRUCTURAL R R 7ptLEVATI —VATION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD — _ fTL>RVATION IX2 FIRE -STOP R-4.1 INSUL. R-4.1 INSUL. 4u a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK, 2 COAT Ix2 P.T. FURRING PORTLAND CEMENT STRIPS a 24' O.G. PLASTER APPLIED STRF.T. FURRING DIRECTLY TO 8 GMU MASONRY 8 CMU 1/2' GYP. WL. BD. 1/2' GYP. WL. BD. WOOD BASE IX2 FIRE-STOP—� WOOD BASE A W/ WINDOW OPENING 1 2-STORY FIRST FLOOR SECOND FLOOR BLOCK SCALi:: 3/4'.I'-O' a q d � Q, O a Q a a a a n WITHOUT WINDOW OPENING 1L BLOCK 1441 N. RONALD REAGAN 61. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w rn W u w 4 F X h SVHDIV. & LOT: CREEKSIDE LOT 76 PROJECT# 04321.000 076R1 MODEL: 4EHB 2605- HAYDEN" GARAGE SYrngG: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT- rsciar -i. DATE. 06 13 18 SCALE: 1/4"= i' - 0" SHEET D2 MIN. TO BLK W/ (2)1j'X8' A -BOLTS 4' EMBEDMENT MIN. 4,SHER AND NUT SPACED EVENLY FROM FLOOR TO \LSECURE 2x4 ON—'/ FLAT TO BLK W/ CUT NAILS. SIDES, 2X6 GARAGE DOOR WJCK W/ (5) © )S'XS' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X1fi WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK • CENTER OF DOOR HEADER wKW%'XS' J-BOLTS 0 4' EMBEDMENT W1 24X21X1G' WASHER AND NUT. MANUFACTURER'S INSTALLATION INSTRUCTIONS WI -ERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR jl1 BUCK ATTACHMENT J pQI1.Ea 8' CMU Ye' DRYWALL 1'X4' OR 1'X2' P.T. NAILER Ix4 P.T. OR %"X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑ W/ W16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING \`DOOR CASING -DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 141) 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/ 346 TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 IS' 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' Oz. MAX SPACING. 2XS- cem SECURE TO BLOCK W/2--{e TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END ID' O.C. MAX SPACING. ❑ Je' 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" U-WINDOW TO BLACK +1-1 2" 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 4 IS' O.G. MAX SPACING. 2X6 SECURE TO BLOCK W/2-3146 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8:® SECURE 70 BLOCK W/2-3(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1,1645) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL W6' TAPCON MIN. I-Y4' EMBEDMENT INTO BLOCK 8' CMU ' DRYWALL ❑ I'X4' OR I'X2' P.T. NAILER �1 -3f, O.S.B. X 4' MIN. 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 +1-15//16" WINDOW TO BLACK +1-15/16" C SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6 SECURE TO BLOCK W/2-Y(r,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8cm SECURE TO BLOCK W/1-%, TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 18' OZ. MAX SPACINCs --/ NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL' TAPCON MIN. 1-Y4' EMBEDMENT INTO BLOCK 8' CMU 14' DRYWALL I'X4' OR 1'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 BLOCK +2 1�4" WINDOW TO BLACK +2 1/4" )' SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4'J WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL ?X IS O C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2- ,"NON-STRUCTURAL ' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Y4) V DRYWALL WITHIN 8' OF EACH END 4 I'X4' OR VX2' P.T. NAILER 18' O.C. MAX SPACING. El SECURE TO BLOCK W/2-W6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') (DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. Note. !NM As NeeDeD to M." date Mo Nor e+QCnV JV DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" E' SCALE: N.TS. 2X4m SECURE TO BLOCK W1 V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1,1449 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:= SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL W*' TAPCONS(MIN. SHANK S1ZE TAPCON MIN. I-Y4' .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) ' GMU WITHIN 8' OF EACH EN DRYWALL 18' O.C. MAX SPACING.2X8:®X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2D 2X SECURE TO TAPCONS(MIN. SHANK TRUCTURAL MEMBER.145 4ATTACH /(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300ND 4 6' TO 8' O.G. MAX MIN. EMBEDMENT I Y4)OOR CASING WITHIN 8' OF EACH ENDOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED 7O PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3" WINDOW TO BLACK +3" SCALE: N.TS. 2X4:m SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IS' O.G. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL 3(` 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 1 14 8' CM WITHIN 8' OF EACH END 4 DRYWALL 18' O.C. MAX SPACING. I' OR I'X2' P.T. NAILER 2X8� El SECURE TO BLOCK W/1-1/4' 7{` O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOM 64H Ab N15WW TO KI M JAI'® (DD NOT iDa V) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLACK +3-7/16" G SCALE: N.T.S. 2X4:® SECURE TO BLOCK W44 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X I8 O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK WA-1/4. NON-STRUCTURAL 3(b TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )14') 8' CMU WITHIN 8' OF EACH END 4 ❑' DRYWALL 18' O.G. MAX SPACING. I'X4' OR VX2' P.T. NAILER 2X8cm SECURE TO BLOCK W/1-1/4' P.T. X 4' MIN. TAPCONS " 0OR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLACK +3 3/4" -SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 F V W O W A F ti ?SU13DIV. So LOT: CREEKSIDE LOT 76 PROJECT# 04321.000 076R1 MODEL• 4EHB "2605-HAYDEN" GARAGE SS WING: RIGHT PAGE: DETAILS 60 MPH EXP. 06/13/16 99CALE: 1/4"=1'-0"