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Home My WebLink AboutBUILDING PLAN PAGE 1-15FILE COPY 99 17 1 O 0 13 '3 • 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.H. 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. DESIGN CRITERIA: Gi A JiLJ �iLJ 9 � 1430 CULVER E)RIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 . FBC RESIDENTIAL 6TH EDITION (2017) ` A//cC • FLORIDA FIRE PREVENTION CODE 6TH EDITION ADJ. • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION AMP. .ALL LOCAL AND STATE CODES ED. CL • OCCUPANCY - RESIDENTIAL, GROUP R3 CLG. *CONSTRUCTION TYPE - VB CLR. • MIN. INTERIOR FINISH - CLASS B CONC. CPT. •BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH D. DBL. • EVOSURE - C D.G. •1-STORY RESIDENCE - DIM. • 2-,51ORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DISP. AND STATE CODES DR. D.S. DW SQ.FT. CALC.'S EA. ELEV. EQ. IST PLR LIVING IOIS 60. FT. EXH. EXT. 2ND PLR LIVING 1,413 SQ. FT. E.G.Fx. F.G. FIN. �^ TOTAL LIVING 2,432 SQ. FT, PER. GARAGE 432 50. FT. FLUOR. FR. DR. LANAI 60 SQ, FT, FTG. GA. GAR. DISP. G.F.I. TOTAL 2,S44 SQ. FT. A/C VOLUME 20211.2 GL. GYP. ED. H.B. H.C. HDR. HOT. OR HT INSUL. INT. LAY. LUM. M.C. ABBREVIATIONS ABOVE MFR. AIR CONDITIONING MIN. ADJUSTABLE M.T. ALTERNATE MTD. AMPERAGE MTL. BOARD N.T.S. CENTER LINE O.C. CABINET PL CEILING P.B. CLEAR PH, CONCRETE PLT. CARPET PLYWD. CERAMICTILE PR. DRYER P.T. DOUBLE R. DUAL GLAZED RAD. DIAMETER R.A.G. DIMENSION REF. DISPOSAL RM. DEEP R.O. DOOR S.C. DOWNSPOUT S.D. DETAIL S.H. DISHWASHER SLIT. EACH SHTHG. ELEVATION SHWR. EQUAL SIM. EXHAUST SL. EXTERIOR SL. GL. FIXED GLASS STD. FUEL GAS SWS FINISH FLOOR TEMP. FLUORESCENT THK. FRENCH DOOR T.O.C. FOOTING T.O.P. GAUGE T.O.S. GARBAGEDISPOSAL 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 Fax: (321) 733-7972 MANUFACTURER MINIMUM METAL THRESHOLD 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 GLAS S STANDARD SHEAR WALL SECTION TEMPERED GLAS S THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON REVISIONS DESCRIPTION INDEX OF DRAWINGS ARCHITECTURAL SHEET G A1 FIG EE �LOOOPLAN A2 SET NDSFLOOR PLAN PG A3H-FRONT & REAR ELF STRUCTURAL SHEET 1_1 -FOUNDATION PLAN AA -DETAILS .2AA-FIREESTAAIIFLOOR DOWEL PLAN .iFAAIRSEETTAFILLL00R LIFT BEAM PLAN -FLNOR FRAMING PLAN AA -DETAILS AB -DETAILS _Q'Ti rfATs,TTI UT nnD DT AXT DESCRIPTION DESCRIPTION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �111111. strBaiv. e� LOT: CREEKSIDE LOT # 2 PROJECT* 04321.000 002R1 MODEr.4 4EGB "GALEN" GARAGE STrxG: RIGHT PAGE: COVER SHEET U 60 MPH EXP. ARCHITECT - STATE OF FLMDA nAT�: 05/26/18 SCALE: 1/4"=11— 0" SHEET C1 w 0 Q W m J 1� :3 V L d 102 CD Z� �Z U 00 z �40 J 33 u LwW WZW N N��LagN 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 HEREIN.SEE 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 I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE o LAYERS AND COMPACT TO 95 /o MAXIMUM DRY DENSITY DETERMINED I N 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 8 EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING . CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE PLUMBING 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 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, UNO. CONTRACTOR IS TO VERIFY THE 3. CONDENSATION LINES SHALL BE MINIMUM Y<" 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 LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS 2. AS PER SECTION .1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR OT PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH PURPOSES SHALLL NOT BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE SOLID WOOD DOORS NOTT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." EXTERIOR FINISHES 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, %" 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-C 1 063-12a. LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO TI-1E 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 3Y 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'/2-INCH GYPSUM BOARD OR EQUIVALENT PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1tT 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 F w 031 w 6 w a E SUHDIV. de LOT: CREEKSIDE LOT # 2 PROJECT# 04321.000 002R1 MODEL: 4EGB "GALEN" GARAGE STING: RIGHT PAGE: GENERAL NOTES 11 0 MPH EXP. C ARCF TECT: STATE OF FLOM fI s-sra... a DATm: 05/26/18 SCALE: 1/4"=1'-0" OOUELC TOP PLATE 2x CCNTWOU6 6TRE66 GLOCKM MID WALL 6P4632' OL. MAX 2x 611M • 16' On. MAX. uox QAW A, RAS PE FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN FAM�MSED" ACCORDANCE WITH SECTION F5C R302.B.1 THROUGH F5C R302.%4 FLOOR FLORR MUDS Gm:ls TO SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN SBONM META-s6 • ACCORDANCE WITH SECTION FSC R302.10.1 THROUGH FBC R302.10B "'=MAX DOWLE TOP PLATE �� 2x Mot a 16' OJO. MAX, uox 2x OONrMW STRESS SECURE WT. PLATE TO On D V OLOCKM MID WALL OW"GON 6P4 #62' OG, MAX SECURE DT. PLATE TO SLAG W/ •ANCHOR DOLT W/ 2' T EMGE]?. MM. • 92' 1IE10Mr OF "PAGE O,O. MAX EPDXY NOT VARIES WITH 6LOF'E REQUMP FOR EM°ANSION GOLT6 32' = MAX 12'-4" 10'-0" I6'-4' r, °°- • 4'CONO. ftlt CED UV 696'WWXW4 -4' �' _ 411 1 _ 4 b WlP OR FUSOW-VOW ON 6-MIL VAPOR RETARDER ON DELL-OOMPACTED CAM FILL TERMITE TREATMENT TO GE in 4' I'-a7' 4' wwA-OARS APM19D AT FRAMN& - L `r-------- (2) 4 REAR ON CHAm 1'-8' o n 2 STORY INT. WALL AT GARAGE I r' SCALE, W'=I'-V' C LAVERENAIQ I ro 8'-8" CLG I Q 6'-8' 3052-81-1 I I A II lO I • I I I KITCHEN I s -s CZA I I I n f� II I I-; Im ml 6068 635— '- Ou5'- >u DINING 8'-8' CLG. ® C. rL ---- V CP PED. B SIN ?. 8' v CL PWQR. �•a c a FLEX 6'-8' CLG 2V-2" CONT. HANDRAIL 42' H. HALF WALL W/ CAP I- 81 _ 811 POST STOR. I I I I I I I I I I I I I I III II III , II 111 III GARAGE pi FOYER 8'-8' cLG. 8'-s' CLG. 3068 W/ — "T,� 3WX14 TRANS. 1'-4' I ENTRY 64 CLG, T R7/m�l i `mw . 38' -S" ROOM 8'-8' CLG. MM STAIR DATA O 16 RISERS m 1.54' 15 TREADS ® 10' +I' NOSING BOLLARD AS REQ. PER SLDG. CODE --------- 16'-(d'X1'-m'O.IID. -- OEM m F SQ.FT. CALC. S IST FLR LIVING 2ND PLR LIVING 1,019 1,413 SQ. FT, SQ. FT. TOTAL LIVING GARAGE LANAI 2,432 432 80 SQ. FT. 50. FT. $0. FT. TOTAL 2,S44 SQ. FT. FAr_ VOLUME 202712 COWOIENR AND CLADDNQ VW LOADS SAW NO EIFOSM FOR 8 SE=D QZS 01'EIVCIS AND TYPE 90llAiE FOOTAGE ZOPE W WH 00 (1A�i 1011AW MIN. WINDOW 1V 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S.G.D. MIN. 12 5 30/-31 CRITERIA 8010 O.W.D. 56 5 30/-38 16010 O.H^D. 112 5 29/-35 SOFFIT N/A 5 31.6/-388 ROOF TILE N/A 3 -6829/ -58.29 IF APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMMLQA15 pp WALLS ,....7-7 17 ' I `. I GABLE ROOFS 0s10" I GABLE ROOF$ � 10' r 0 r3 45° HIP ROOFS iw<0;w Fors), 11'001 1W.8 unn, I. dq.,roc -, 0.0 75 rad. Note: a 4 f"c is a1R �;wws,. FIGURE R301.2M COMPONENT AND CLADDING PRESSURE ZONE$ FIRST FLOOR PLAN SCALE: 1/4 = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS 5ET'UEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL 5E SEPARATED FROM THE RESIDENCE E ITS ATTIC AREA SY NOT LESS THAN 1/2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES 5ENEATH HABITABLE ROOMS SHALL 5E SEPARATED FROM ALL HA51TA5LE ROOMS 5Y NOT LESS THAN %'(15.Smm) 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. F5CR 2011 l6TH EDa 302.1 MASONRY/FRAME WALL LEGEND lHHMHM 8'-8' 5LOCK WALL UNA ON PLANS 5R3. HGT. VARIES 8' 5LOCK WALL UNA ON PLANS IS'-8' ISR3. INTERIOR LOAD 5RG. WALL U.N.O. ON PLANS INTERIM I LOAD BRCS. WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO 5E 6'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 w 0 a F OU13DIV, de LOT: CREEKSIDE LOT # 2 PROJECT* 04321, 000 002R1 MODELA 4EGB "GALEN" GARAGE STING: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. i ARCHITECT STATE OF FLORIDA N DATA= 05/26/18 SCALE: 1/4"=1'-0" 81-MET Al 3052-SW EGRESS BDRM,#3 8'-8' CLa 01 CV e0 1 c+i m I 2' —4'" 6'-4° 8 LVI N rye' 17 it " I 3-sH i II I xro 3' 10' '-6" 2'-4' Ti OWNER'S a'-8' cLG. 36'x60' SHWR. PAN , I W/ENCL. TEMP. BDRM,#4 N 8'-8' CL& F J.I II'-10" 22'x36' I I ATTIC v C LAV. LAV. 6'-S" CHASE 8 2'-4" 3052-5H 3052-514 EGRESS I EGRESS I TEMP ip BDRM.#2 — 8'-8' CLG. CHASE N 7 BATH #2 W-a' CLs. 1'-10" 42' H. HALF WALL W/ CAP CHASE I $W,I,C. R I /A\ 8 CLt� I 3052-SH OWNER'S SUITE 9'-8' aci. 3052-SH EGRESS �� 7'-0' 3'-4" 7'-4" 9'-8' 4'-4° I1'-4" 21'-4" 38'-8' SECOND FLOOR PLAN SCALE: 1/4 - I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-0 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMS-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. I STAIRDA 16 RISERS NOSING V. � �1 MASONRY/FRAME WALL LEGEND I mrr>-i m ] S'-S' BLOCK WALL UNA ON PLANS BRCS. HGT. VARIES S' BLOCK WALL UNA ON PLANS 18'-8' BRCS. INTERIOR LOAD 5R3. WALL UNA. ON PLANS INtERII — I LOAD BRCS. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-S' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �111111 SVHDIV. de LOT: CREEKSIDE LOT # 2 PROJECT# 04321.000 002R1 MODEL: 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. C ARCFATEC:T.- STATE OF FLOWDA G DATE: 05/26/18 SCATM: 1/4"=1'-0" 1 per I'- D6L. TOP PLATE �)SCALE.- BAR DETAIL 1/4'-I'-C' a (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING 3/4' TtG SUB FLOOR SECURE TREADS TO STRINGER G LF-0 4 SCREWED W/13P8 3' SCREWS • EA PER FASTENER STRINGER UNTHREADED SHANK SCHEDULE TO EXTEND BEYOND THICKNESS O= SUB -FLOOR SHEATHING 10'-0 3/4' 2ND FIN. FLR D 8'-8' BFirs. NOT. PRE-ENG. - FLR TRIUSSE$ STAIRS RISERS TO COIN TO FSCR 6TH EDITION 1 \ 3/4' KICK 42 MIN. TREAD=10' MAX. RI: STAIR DATA: \ SATE I MAX_ WALL W/ CAP CAPP 3/4' 3/16" MAX. VARIAT IbR s i 54' 10, ADJACE 15 tREADS ® NOSINCa EACH OTHER 3/8' 10'+ I" NOSINCs e,` MIN' CONT. VARIATION It HANDRAIL RISER/TREAD HANI CIRCULAR CROSS SE, +� ~ DIA. TO 5E 1 3/4' +-1/ (� T 0 R ° PROVIDE EQUIV, ►J . W l3 GRASPASILITY WINDERS \ 2XI TT�.4_D �FfrT Z z 6' WIDE w NARROW END 1 z IIQKK WIDTH 41121 FROM NA Q END 34' MIN. HANDRAIL ` 3-2x12 SYP STRINGER O Q REINFORCED W/2X4 OFF - W/CONT. BEAD OF = SUB -FLOOR ADHESIVE PL-400 OR SIMILAR • EA HORIZONTAL RUN 2 X 4 RE-INFORCING a EA. 2 X 12 STRINGER fill SECURE W/12d 6'-$' O.C. 0'-0' FIN. FLR 2X4 ATTACHED W/ 10d J MASONRY NAILS s 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' OTC. MAX CSTAIR DETAIL �. NOTE (FORM f2011). 5ER•1 ION IN NT TO MAX. N ANY FRAIL CTION 4' OR 4LENT MIN. 11N. II' . HGT. DIM VARIES iA c4 0 61 ' r B ARCH DETAIL SCALES 1/4"-1'-0' HANDRAIL 0 36' W12X4 R5-INFOP THE CLEAR SPACE BETWEEN THE 14ANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER F5CR R3111,15.2 NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I4'± 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 1/81 . 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16012.1 / F.B.C. (201-t) 6th EDITION. HANDRAIL DETAIL SCALE. 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 04 w 0 W A r SVHDIV. 8e LOT: CREEKSIDE LOT # 2 PROJECT# 04321.000 002R1 MODEL: 4EGB "GALEN" GARAGE S WING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCFFrECT- STATE OF FLORIDA ='i0 IRp lolla r D NT Tm:: 05/26/18 1 SCALE: 1/4"=1' - 0" SHEET � I � 26'-0" 5LD HGT SHINGLE ROOF I6-8' 2ND FL 5RS. HC 10'-0 3/4' 2ND FLR IN. FLR S'-W 15T FLR J. 4' RAISED SAND (TYP.) 0'-0" FIN. m -1— r r=�R IW-8' 2ND BRCS. II 4 10'-0 3/4' 2ND FLR ob FIN. FLR ---- 8'-8' 1ST FLR �, .. o =r�7= FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTARTION FLASHING F"ER FSCR 103.4 OFF RIDGE T �I 12 4 - 4 REAR ELEVATION TEXTURED FINISH .,. 2ND FLR. SRCrt. HGT. 4' RAISED SAND, TYP. S' RAISED 15AND 3/4' 2ND FLR. FIN. FLR, 8'-8" IST FLR HG-r. — COACH LIGHT ,CIS'-8' 2ND FLR. - - �5RCs. HGT. 610'-0 3/4" 2ND FLR. FIN. FLR. 15T FLR �`8'-8" 15T FLR Sq RCs HCz1 - BRCS. +4GT. _ 0'-0" FIN. FLR. MODEL 2432-GALEN-4EGB (2-Story) AREA OF ATTIC = 1451 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 1451 /300 = 4.84 SQ. FT. 4.84 = 696.48 SQ. IN, MIN. REQUIRED VENTILATION = .4X 696.48 IN UPPER PORTION OF ATTIC = 278.592 SQ, IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN, PER VENT (netfree area) TOTAL# OF VENTS REQUIRED = 2.42 TOTAL# OF VENTS PROVIDED = 3 SOFFITVENTILATIONAREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 39.80 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com IlIkka AA #: 0003325 F04 V I a 0 x IP SZm3m & LOT: CREEKSIDE LOT # 2 ROJECT# 04321.000 002R1 MODEL• 4EGB "GALEN" GARAGE S9WING: RIGHT PAGE: FRONT & REAR ELEVATION "H' L61 MPH EXP. ARCHITECT: STATE OF FLORIDA DATE: 05/26/18 SCALE: 1/4"=1'-0" SHEET wulm LEFT ELEVATION TEXTURED FINISH OFF RIDCsE VENT `1" 2ND FLR. ZSHGT. �10'-0 3/4" 2ND FLR. FIN. FLR �S'-8' 1ST FLR 6A. HGT. 18'-8' 2ND FLR BRCz. P&T- SRCs. HCst. 1' - 011 -0 10'-0 3/4" 2ND FLR. 12 l�i - - - -- - - - - - - --- - - - - - -- - - - -f4 _ .�10 0 3/4 2ND FLR FIN. FLR. FIN. FLR 8'-8" IST FLR J - _ _ _ _ _ _ _ - - - - - - - - - — _ - 0,8' " ISt t.FLR 5RCs. HCst. - - 3RCs. HC� 4 r r 0'-0" FIN. FLR. 0'-0' FIN. FLR -0'-10' G D - -- - - - RIGHT ELEVATION TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 04 k U W 0 q F 4 1 BVSaIV. ae LOT: CREEKSIDE LOT # 2 PROJECT# 04321.000 002R1 MODEL: 4EGB "GALEN" GARAGE SYnNG: RIGHT PAGE: LEFT & RIGHT ELEVATION "H" 160 MPH EXP. C 05/26/18 SCALE: 1/4"=1'- 0" SHEET 011101169, ELECTRICAL LEGEND SYM. DESCRIPTION -a- STANDARD SWITCH -4 3-WAY SWITCH 4-WAY SWITCH 4 DIMMER SWITCH HE PUSH BUTTON DISCONNECT T THERMOSTAT SINGLE RECEPTACLE (125v/20-AMP DINGLE POLE) 110v DUPLEX RECEPTACLE IIOv DUPLEX RECEPTACLE (EQUIPPED WITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) EXTERIOR WATERPROOF: i RECEPTACLE (GROUND FAULT NTERU"R) IIOv QUADPLEX RECEPTACLE ® 110V DUPLEX RECEPTACLE (FLOOR MOUNTED) 220V RECEPTACLE (4 WIRE CONNECTOR) 1-0 WALL MOUNTED LIGHT (LING MOUNTED LIGHT PENDENT LIGHT LOOD LIGHT WALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (I CFM PER SO, Ft,) Ana 3 BULB LIGHT FIXTURE 4 BULB LIGHT FIXTURE Armand 6 5UL5 LIGHT FIXTURE 48' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN UNDER CABINET LIGHT ® I'xW FLUORESCENT LIGHT (RECESSED) m I'x4' FLUORESCENT LIGHT (SURFACE OUNT) 2'x4' FLUORESCENT LIGHT (RECESSED) x O RECESS LIGHT CESS LIGHT (VAPOR PROOF) CEILING MOUNTED LIGHT WITH J-BOX R OPT. FAN ELECTRICAL PANEL (FIELD VERIFY LOCATION) ELECTRI J-BOX (WALL MOUNTED) J-50X (CEILING MOUNTED) CEILING MOUNTED PAN VENT FAN (I CFM PER SQ PT-) HONE JACK DETECTOR (CEILINQI MOUNTED) I-Q ® 0 IQ QSMOKE SMOKE/CAR5ON MONOXIDEDETECTOR (CEILING MOUNTED) CHIMES D ET ® DOOR iVPENER TV JACK ii PORT !�]GlLdL a LOCATION OF Tv JACKS 4 PHONE OUTLEtB 4 FANS T05E VERIFIED e HOMEOWNER PRE -CONSTRUCTION MEETING. a ALL RECEPTACLES IN ALL INWA51TA15LE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) a 20 AMP DEDICATED LAUNDRY CIRCUIT. a GFI a ISLAND (NOT ON KITCHEN CIRCUIT) a DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL a BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MI50-IA OF FBCR 6TH EDITION (2011). a LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) a WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4(5X2) a ALL RECEPTACLE TO 5E TAMPER -RESISTANT TYPE a ALL LAMPS SHALL BE SELECTED BY BUILDER AND -51111, OF LIGHTING MUST BE ENEIEKaY EFFICIENT TYPE PER F.B.C. ENE GONSERVAt1S N (RESIDENTIAL ENERGY EFFICIENCY) 20IT, bth EDITION R404.1 HOOD WIRE W/ OUTLET FOR FUTURE MICRO. I OND lII'I'1 I I WF SWITCH IN CA5INET 1 KITCHEN O� 11 �` OFT GFI OUTLE ( ffEFi i FOR DW II II 't1 PRE -WIRED CLG FAN FLEX Cl' `J I� COVERED LANAI A' V� �J I 1 \ U I � r DINING . I IME ENTR?" I ---------=,—T-- L 1 t CEILING MTD. LIGHT TO 5E INSTALLED, PROVIDE J-50X FOR OPT. FAN ROOM PRE -WIRED CLG FAN TO 2I I I I I I y-� D Fl, GFI tv 44' AT-P. GFI a 44' APP. ?oa FOR GARAGE \ DOOR t GARAGE KEYLESS FIXTURE GFI GARAGE: DOOR PREWIRE me o IRRIGATION OUTLET 48' AF.F. l IEII Ell --- ❑ OPT. COACH -�__,--_- LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 114 m i'-0' ME TE VERIFY LOC. WP Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 if 240 V-1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 12" C. OR 3-#210 AL THWN & 1-#6 Cu (G) in 1 1/2" C. Wire Pole I Bkr Description Witte Circuit I I Cireult I Watts 6240 I Description Space Specs A/C C. U. Bkr 41 j--Pole 2 Wire #8 #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 #12 2 20. Irrigation Pump 1000 3 4 5 6 Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 12" C. OR 3-#210 AL THWN & 1-#6 Cu (G) in 1 12" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliance 1500 1 2 soon Rang,, 50 25 2 2 #6 #10 # 12 1 20 microwave/ Hood GFI 1800 3 4 #12 1 20 Smell Appliance 1500 5 6 4500 Water Heater # 12 1 20 Refrigerator 1500 7 8 If 12 1 20 Dining Appliance Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Beth GFI Receptacles 1200 11 12 1500 Dishwasher GFl 20 1 #12 #14 1 15 Foyer/ Hall / Flex /PWDP AFCI goo 13 14 5000 Dryer GFI 30 2 #10 914 1 15 Lanai, Dining Lts, Kitchen Lts AFCI 900 15 16 #14 1 15 Great Room / Stairs AFCI 900 17 18 1500 WasharGFI 20 1 #12 #'I4 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 *12 1 20 Hall / Laundry AFCI / Opt. Loft 1200 21 22 1200 Garage LIgMs and Receptacles GFI 20 1 #12 #14 1 15 Bedroom #2 / Bathroom #2AFCI 900 23 24 900 Owners Suite AFCI 15 1 #14 914 1 15 Bedroom #3 / Bedroom #4 AFCl 900 25 26 900 Ownve Bathroom AFCI 15 1 #14 Space 27 28 1000 Exterior Lights arid Receptacles GFI 20 1 #12 Spade 29 30 1000 roNtion controls only 20 1 #12 Space 31 32 Speed Space 33 34 Space Space 35 36 Spade Space 37 38 Space. #8 2 35 A/C A. H. U. (Heater 5 KVA at 65%) 5525 39 40 Space 41 42 Space Load subject to demand factor calculations / line 178n0 27700 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI::. ARC FAULT CIRCUIT INTERRUPTER NC: NON -CO INCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 45500 First 10000 watts at 100% 10000 Remaining watts at 40% 1g200 Total A/C load 11766 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 35965 Total Amps (wafts / 240 volts) 149.9 General Lighting & Receptacle Load Total A/C Square Feet 2436 General Lts & Rea 3 W / Sq. U 7308 Hi -Hats 1 at 65W/Li Mat 100 % 65 General 7373 Ckts# atts/ck Total Watts General Us & Fee Panel A 11 670 7373 150 AMP IEELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR btu EDITION (2017). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTOR& SHALL BE TYPE UNLESS NOTED OTHERWISE. POWER C0MPA TRANSFORMER PROVIDE 150 AMP, 120440 VOLT, I PHASE SECONDARY. ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 Pi CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3w1/0 1 THWN 4 106 CU IN 2' CONDUIT OR 3 84/0 AL, THUN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT Is OVERHANG] COMBINATION SERVICE P,rO AMP DISCONNECT SWITCH AND 120/240 VOL ELECTRIC METER IN I PHASE MSE ENEMA 3R ENCLOSURE PANEL l—svZP MCB TELEPNONE SERVICE ENTRANCE EG.UIPMENT INTERSYSTEM SONDING TERMINAL AT LOW VOLTACBE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EO.UU9'1ENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCi 6tH EliI'1�2/i on)iTIiT�(�2o ) 5/8" DIA X 6 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 F rq w y� U q F SVHDIV. ale LOT: CREEKSIDE LOT # 2 PROJECT* 04321.000 002R1 MODEL 4EGB "GALEN" aARAG4E s VYINGZ: RIGHT ]PAGE: FIRST FLOOR ELECTRICAL LPLAN 160 MPH EXP. ic ARCHfTECT- STATE OF FLORIDA r hear i I)ATE: 05/26/18 SCALE: 1/4"=1e—rife SHEET E1 ELEGTRIC,4L LEGEND GYM. DESCRIPTION eH- STANDARD SWITCH �' 3-WAY SWITCH 4-WAY BWITGH DIMMER SWITCH b PUSH BUTTON DISCONNECT T THERMOSTAT � SINGLE RECEPTACLE 1125v/Z0-AMP SINGLE POLE) � 110V DUPLEX RECEPTACLE � II(DV DUPLEX RECEPTACLE !EQUIPPED WItH GROUND FAULT INTERUPTER/TAMPER RESISTANT TYPE) � 110V DUPLEX OUTLET (HALF OF OUTLET !RED t0 SWITCH) � EXTERIOR WATERPROOF/GFI RECEPTACLE !GROUND FAULT INtERUI'tER) IIPJv QUADPLEX RECEPTACLE ® 101/ DUPLEX RECEPTACLE (FLOOR OUNTED) � 22mv RECEPTACLE l+F WIRE CONNECTOR) i-Q L MOUNTED LIGHT CEILING MOUNTED LIGHt NDENT LIGHT OOD LIGHT jjLL SCONCE PRE -WIRE Nt FAN Wltl-I LIGHT CI GFM PER SQ. Ft.) ULB LIGHt FIXTURE �IIGff BULB LICsI�{T FIXTURE annann BLLLB LIGHT FIXTURE 48' CRACK LIGHTING ttlC LICsHt WITH PULL GRAIN �{ NDER CABINET LIGHt ® 'xd' FLUORESCENT LIGHT !RECESSED) ® 'x4' FLUORESCENT LIGHT (SURFACE OUNTI 'x4' FLUORESCENT LIGHt (RECESSED) x O GE88 LIGHt � RECESS LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WttH J-BOX OPT. FAN ELECTRICAL PANEL !FIELD VERIFY LOCATION) R FQ J-BOX (WALL MOUNTED) QJ J-BOX (CEILING MOUNTED) CEILING MOUNTED FAN 0 VENT FAN ll GFM PER SQ. FT.) �Q HONE JACK (Q SMOKE DETECTOR !CEILING MOUNTED) ® /GARB OX D D C OR (GEI MOUNTED) GRIMES ® C MOUNTED OUTLET FOR G OOR OPENER TY TV JACK -`c� U8B PORT LOCATION OF TV JACKS t PHONE OUTLETS E PANS tOBE VERIFIED • HOMEOUINER PRE -CONSTRUCTION MEEtING. • ALL RECEPTACLES M ALL INHABITABLE ROOMS t0 BE ARC FAULT PROTECTED PER NEC ZI®.12Cb) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI o ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO IsE LOCKOUT IN PANEL • BAtHROOM EXHAU$t FAN TO HAVE MIN. CAPACITY OF 5¢) CFM INTERMITTENT PER TAME MI50-I.4 OF FBGR 67H EDITION l2®I'T). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL t9E NON METALLIC CABLE AS NEC Z014 ARTICLE 3Cd0.4CBX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS Sf-!ALL BE SELECTED BY MILDER AND ?5� OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.G. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 201�. 6fh EDITION R4ID4.1 El El Ell El Ell BDRM.#2 PRE -WIRED PRE -WIRED CLG FAN CLG FAN C ,7 PRE -WIRED . BDRM,#4 CLG FAN ,, G , `J O BDRM.#3 WALL MOUNTED LIGHT W/SWITCI-I IN ,�'+ 6/co � rp ATTIC - GFI IL-j I ® — — — 8/CO FAUN ' t H 0 r OPT. 11 W \ ---- L 1 1 BATH #2GF i s�5 0 ti A + tV: OBATH I x-rvvT + -�- FRE-WIRED '" ------�- �.+ CLG FAN o a o 0 0 0 o Cam' ING OWNER'S SUITE o o 0 0 0 4. SECOND FLOOR ELECTRICAL PLAN SCALE- 1/4 = 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 F W 04 W 0 h a F64 U d o� SVHDIY. 8e LOT: CREEKSIDE LOT # 2 PROJECT# 04321.000 002R1 MODELt 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. C ARCHrrECT- STATE OF FLORIDA i 4"., jNwr -I D z 05/26/18 SCAIM: 1/4"=1'— 0" SHEET E 2 F M GJ U W C. Q h A F 4 ti h f r r r rr 9� SUBDIV. ee LOT: CREEKSIDE LOT # 2 PROJECT# 04321.000 002R1 MODEL: 4EGB "GALEN" GARAGE SVrMG: RIGHT PAGE: H VAC PLAN L60 MPH EXP. C DATE: 05/26/18 SCALE: 1/4"=1'- 0" SHEET ml BDRM.#3 oxro 15 1cF BDRM. #4 1A. 1- 12XS PAS------ I rHRUS 5' 6' 24 I 116 � 45 CFM LAUN. c� 12XS PASS j'THRU I I 12x8 PASS ,rwft BDRM.#2 Q r 7F 1 I - 7 lrn-I � I I I I MAWNIM - - - _ - BATH I I1 Vr:R L JL - JF I PLANATION 45 CFM #2c SX4 -04 2'S' 4 CFM I mx6 � MAX 5 CFM 15 W.I. C o I I I 5� o 0 oxrp 5 1CFM I m1 CFM 3' I I 14' 1 I 0. c I L— ---------------'e—� 26 BATH I I 0 0 0 0 0 OWNER'S SUITE Im'I I I. I6 _--- 16 SECOND FLOOR HVAC PLAN K:MN W V W 14 0 F 4 8 V 8ili r• "e J..1MT: CREEKSIDE LOT # 2 PROJECT# 04321.000 002R1 MODEL 4EGB "GALEN" GARAGE STrING: RIGHT PAGE: H VAC PLAN 160 MPH EXP. Cl DATE: 05/26/18 SCAIM: 1/4"=1'-0" SHEET 2 V-4' 7 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 2'1'-11 UJN- SECOND FLOOR PLUMBING PLAN 3EAL1=: 1/4 a 11-01 2' VTR �1/2 WASHER I 2' 2' 4' LAVI 2' VTR .lIL� I� 2'� � 1/2' g' I, F=ED. SINK co To LAIN p LU M B I DIAGRAM 2' %/M I �1 '-2' KITC4EN SINK W/ AUTO VENT 1441 N. RONALD REAGAN jBLVDLONGWOOD, FL 3275PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.co AA #: 0003325 w 03 03 04 w ti 0 W a F 9UHDIV. 8E LOT: CREEKSIDE LOT # 2 PROJECT# 04321.000 002R1 MODEL: 4EGB "GALEN" GARAGE SAYING: RIGHT PAGE: PLUMBING PLAN L60 MPH EXP. ARCHf1ECT- STATE OF FLORIDA 8 [FRIOLAND ICH A AR NO 9372- D Tm 05/26/18 SCALE: 1/4"=1'-0" 2X4 TOP PLATE EER FLR. PLAN CORNER BEAD PRE-FAB TRUSS I/2' THICK, 2 COAT 8' G'1U SEE IR' GLG. BOARD PORTLAND CEMENT PLASTER AF9•LIED STRUCTURAL FOR DIRECTLY TO REINFORCEMENT MASONRY 2x& P.T. LLD NOTE: STUDS IN .-..,;... .. ..... .... ,.,..::. -. _, .;,..... .,� ,... ATTACHED FILL CELL A8 PER PARTITIONS SUPPORTING .; APMO r APPROVAL RE0. I/2' DRYWALL WALL HUNG PLUMBING CAUUe ANo eEAL RM FIXTURES AND WALL MACIMR CABINETS SI-IALL BE NOT �Lm M�pWSALL LESS THAN 2x4, WHERE I �' PVC OLEEVE PM f=A9 LING STEEL AROUNO (BY DOOR MANW.) 2X4 WOOD SPACED NOT MORE e, cru GYP-. opWALv. T. FASDBRAooKETB STUDS 024' THAN IV O.G. OR, NOT -�-VA "k'O° DAMFmR= JAMB PER PRODUCT GALV. STEEL O.C.WOOD LESS THAN 2x(o, WHERE APPROVAL REO. VERTICAL TRACK I' mx OVERaEAD DOOR BY OTHERS SPACED NOT MORE a BY MAUF. SLIDE FT�K °BRTA°OCETS THAN 24' O.G. '. ROOM d - W/ PRODUCT CONC. SLAB • a APPROVAL REQ FOSEE MDULr R UAD 5AR SIM FIN. FLR. �A AND BAR .7UAINTY 3 GARAGE DOOR JAMBS GAS LINE THRU BLOCK D1 SCALE: I I/2'=1'-0' D1 °'�''�'•''-m' — 1 TYP. INT. WALL NON—BRG. D 1 SCALE: 3/4'=1'-0' FIDERCxLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER 030 FELT PAPER INSTALLED PER SECTION FIBER-sLASS SHINGLES FIBERGLASS SHINGLES OR SYNTHETIC R9VER ON �' O.S.S.O,S.B. 030 FELT PAPER OR05.1.1 OVER 030 FELT PAPER PRODUCT, INSTALLED SHEATHING OR is COX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION "01,1.1 PLYWOOD SECURED PER INSTAINSTA INSTALLED PER SECTION F PRODUCT, INSTALLED ON is O.S.B. SHEATHING FASTENER SCHEDULE .1 ON O.S B. PER SECTION RW5.1.1 OR J' GDX PLYWOODSTIFFBACK At ALL UPRIGHTS SHEATHING: OR is CDX ON a' OS.B. SHEATHING: 5/8' GYPSUM BOARD SECURED PER PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR j' CDX PLYWOOD OR I/2' HIGH STRENGTH CLG. FASTENER SCHEDULE I'-0" TYP" PRE-ENG WD. TRUSS -0 FASTENER SCHEDULE SECURED PER TYP. MTL. DRIP EDGE FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE off PER ELEVATION O.H. 2x FASCIA PER PER ELEVATION STRUCTURAL 2x FASCIA PER ELEVATIONS ELEVATIONS SEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER PRE-ENG TRUSS INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE i_ REFERENCE STRUCTURAL MTL. DRIP EDGE PRE-E► GABLE TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS I'-0" }` PER ELEVATION WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYP. 2x FASCIA PER ELEVATIONS O,H,A ELEVATIONS 2x P.T. SECURED PER 5/81 GYPSUM BOARD OR 1/2` HIGH STRENGTH CLG. BOARD 2x P.T. SECURED PER VENTED SOFFIT —R-a.l INSULATION VENTED SOFFIT STRUCTURAL DETAILS STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS m R-4.1 INSULATION 1/2' THICKo 2 COAT REFERENCE WINDOW ATTACHMENT AS PER PORTLAND CEMENT STRUCTURAL MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY t0 MASONRY FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS a 24' O.C. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING 8 CMU CEMENT PLASTER APPLIED STRIPS a 24' O.G. 1/2 THICK, 2 GOAT PORTLAND DIRECTLY TO MASONRY In' THICK, 2 COAT 1/2' GYP. WL. SD. CEMENT PLASTER APPLIED I/1' GYP. WL. BD. PORTLAND CEMENT WOOD BASE 8' GMU DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY I 0'-0' FIN. FLR,L — � 0'-0' FIN. FLR 0'-0" FIN. FLR�I. _ J, 0'-0" FIN. FLR — a 8' CI U b a I Q'' O 4- d d a a. a 4' d a d a a 4. d q 4 s W WINDOW OPENING n TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION A „ r' ,� NO OPENING NO `J NO OPENING PER SECTION S05.1.1 - FOR ROOF SLOPES2 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL AYERIUNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL D1 SCALE: 314'=I'-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE= OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngrou p.com AA #: 0003325 F W N U w w q E 64 9U'SDIV. & LOT: CREEKSIDE LOT # 2 PROJECT# 04321.000 002R1 MODEL: 4EGB "GALEN" 4ARAGE STrn4G: RIGHT PAQ-E: DETAILS 60 MPH EXP. ARCHITECT STATE OF FLORIDA D DATE: 05/26/18 SCALE: 1/4"=1'-0" SIMET FIEERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.I.I ON J' O.S.B. SHEATHINGS OR }' GDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENGs IUD.A 24' O.C. MMAX. LEVATION FIEERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON I}' O.S.B. SHEATHINGS OR }' CDx PLYWOOD SECURED PER FASTENER SCHEDULE F'RE-ENGS WD. TRU 24' OZ. MAX. —_ PER �LEVAtION METAL DRIP EDCSE METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGSY 2x FASCIA PER —0" CODE FORM. 2x FASCIA PER IOH. CODE FORM. ELEVATIONS O.H. 5/8' GYPSUM BOARD ELEVATIONS 5/8' GYPSUM BOARD tYP_ OR 1/2' HIGH STRENGTH rY OR 1/2' HIGH STRENGTH CI-G. BOARD VENTED CLGS. BOARD VENTED Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP SOFFIT -4.1 INSUL. REFERENCE REFERENCE STRUCTURAL R-4.1 INSUL. STRUCTURAL N z O ; w cp IK + WINDOW ATTACHMENT w w AS PER MANUFACTURESt SPECIFICATIONS FERENGE STRUCTURAL 3/4' t E GS SUEFLOOR GLUED AND NAILED z 3/4' T E CS SUR3FLOOR AS PER NAILING 1/2' THICK, 2 COAT fK GLUED AND NAILED 1/2" THICK, 2 GOAT o SCHEDULE PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED �> DIRECTLY TO w DIRECTLY TO ul MASONRY fm R1. LEVATION MASONRY m R 1X2 FIRE -STOP 1X2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL R LEVATION R LEYAtION 5i8' CSYPSIJM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH 50ARD CLCs. BOARD , ER — LEVATION IX2 FIRE -STOP /ZF IX2 FIRE -STOP R-4.1 INSUL. R-4.1 INSUL. N � Lu Lu w a a w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS —REFERENCE STRUCTURAL I/2' THICK, 2 coat 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING pllECtLY t0 STRIPS 0 24' OC DIRECTLY t0 STRIPS • 24" O.C. MASONRY 8' cmMASONRY 8' CMU I/2' GYP. WL. BD. 1/2, GYP. WL. ED. WOOD BASE WOOD EASE IX2 FIRE -STOP IX2 FIRE -STOP J IF I - 4 a 4 i,,,ll`1G. a aq // QQ 1 a a A W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4' ®I'-V' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rA m 03 w rl 0 w q SUBDIV. ee LOT: CREEKSIDE LOT # 2 PROJECT# 04321.000 002R1 MODEL: 4EGB "GALEN" GAE2AGE SAYING: RIGHT PAGE: DETAILS 60 MPH EXP. i ai a\ i DAB: 05/26/18 ' SCALE: 1/401 =1'-091 ' SECLM 2x6 MIN. TO BLK W/ (2)VXS' A —BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X1(s WASHER AND Nut SPACED EVENLY PROM FLOOR TO GARAGE DOOR 14PR. IN JOINTS PRIOR TO FILLI �LdO SECURS 2x4 ON 19 FLAT TO BLK W/ CUT NAILS. SIDES:77— 2X6 GARAGE DOOR BUCK W/ (5) W1 22'X2'X1ii LTWASHER AND NUTNt MIN SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING 1-2X6 PT BLOCK • CENTER OF DOOR HEADER W/(UK'XS' J—BOLTS 0 4' EMBEDMENT W/ 2'X2')(%0 WASHER AND NUT. O lurrrra. 1 r MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 3 OCAM la-'r-r 8' CMU N DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. ❑ SECURE TWRU FRAME 4 EXTEND I-Y4 INTO BLOCK ❑ W/ -%' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN S' OF EACH END 4 18' O)G. MAX SPACINGS \` DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4) MOR JAMB TO BLACK +3/4 OR +5/4 WWINDA OW TO BLACK +3/4 OR +5/4 ALE: N.T.S. 2X4: m SECURE TO BLOCK W/ V*' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6:® SECURE t0 BLOCK W/2-V TAPCONS(MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 Mlt,L EMBEDMENT I Y4') — WITHIN 8' OF EACH END 4 18' O.G. MAX SPACINGS. 2X8: cm SECURE TO BLOCK W/2-%' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 /4) WITHIN S' OF EACH END ID' O.G. MAX SPACING. 8' GMU ❑Ys' DRYWALL Ir-I'X4' OR I'X2' P.T. NAILER rDOOR CASING DOOR JAMB OR WINDOW .ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-1/2" WINDOW TO BLACK +1-1 2" (B)SCALE: N.TS. 2X4= SECURE To BLOCK W/ W6 TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END < NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING:. MUST BE ON OUTSIDE 4 2X6 SECURED THROUGH SECURE t0 BLOCK W/2-%' NON-STRUCTURAL ' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , Cmu MIN. EMBEDMENT I Y4') 1J' DRYWALL WITHIN 6' OF EACH END 4 IS' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8:® ❑ SECURE TO BLOCK W/2-%' 7(` O.S.B. X 4' MIN. TAPCONS (MIN. SWANK SIZE .145 DOOR CASINGS MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACW TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-15 16" /rl WINDOW TO BLACK +1-15/ 6" " SCALE: N.TS. 2X4:m SECURE TO BLOCK W/' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 10' O.G. MAX SPACINGS. 2X64= SECURE TO BLOCK W/2-3i(4 TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACINGS. 2X8cm SECURE TO BLOCK W/2-%' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. -�/ NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL TAPCON MIN. I-Y4' EMBEDMENT INTO BLOCK S' CMU ❑' DRYWALL I'X4' OR 1'X2' P.T. NAILER (-DOOR CASINGS DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +2 1/4" WINDOW TO BLACK +2 1 4" D SCALE: N.tS. 2X4= SECURE TO BLOCK W/ W6 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 WITHIN S of EACH END 4 NOTE: StRJGTURAL 2X 18' O.C. MAX SPACING:, MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-%,NON-STRUCTURAL %' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD S1ZE 300 8• CMU MIN. EMBEDMENT I Y4') V DRYWALL WITHIN 8' OF EACH END 4 I'X4' OR I'X2' P.T. NAILER IS' O.C. MAX SPACINGS. ❑ 2XS� SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SWANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER IS' O.G. MAX SPACINGS MANUFACTURES DETAILS. NOM 6WI7 AS NEEDED tO MAM JM1p (00 N0Y MCMED 49 DOOR JAMB TO BLOCK +T %1 WINDOW TO BLACK +3" J-' SCALE: N.TS. 2X4= SECURE TO BLOCK W/ 3(4' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 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/2-34' NON-STRUCTURAL 3is' TAPCONS(MIN. SHANK SIZE TAPCON MIN. IY4' .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8, CMU J�' IS' O.C. MAX SPACING. DRYWALL 2X8:® 1'X4' OR 11X2' P.t. NAILER SECURE TO BLOCK W/2-%# 2ND 2X SECURE TO TAPCONS(MIN. SWANK SIZE STRUCTURAL MEMBER riW1(2A2cI .145 WITHIN S' OF EACH MIN. HEAD SIZE 300 END 4 6' TO S' o.G. MAX MIN. EMBEDMENT I Y4') OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IS' O.G. MAX SPACING:. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 41) DOOR JAMB TO BLACK +3" WINDOW TO BLACK +3' V_jSCAL5. N.T.S. 2X4:= SECURE TO BLOCK W/Y41 TAPCONS(MIN. SWANK SIZE .145 MIN. HEAD SIZE "0 MIN. EMBEDMENT 0149 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL 3(,' SECURE TO BLOCK W/1-1/4' TAPCON MIN, I-Y4' TAPCONS(MIN. SWANK SIZE EMBEDMENT INTO BLOCK .145 MIN HEAD SIZE 300 MIN. EMBEDMENT ') I Y4 8' ' DRYWALL WITHIN S' O� F EACH END 4 18' OG. MAX SPACINGS. 1'X4' OR I'X2' P.T. NAILER 2Xa ❑ SECURE TO BLOCK W/1-1/4' )(`' 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 S' OF EACH END 4 ATTACH TO 2X PER IS' O.G. MAX SPACINGS. MANUFACTURES DETAILS. NOM !NM A6 NEEDED TO ft" J" (00 NM r)C A-) DOOR JAMB TO BLACK +3-7/16" WINDOW TO BLACK +3-7/16" `� SCALE: N.TS. 2X4:m SECURE to BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL 3(4,' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 -LrMIN. EMBEDMENT I Y4) 8' CMU WITHIN 8' OF EACH END 4 ❑ )J' DRYWALL 18' O.G. MAX SPACINGS. I'X4' OR 1'X2' P.T. NAILER 2XScm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASINGS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 TTACW t0 2X PER 18' O.G. MAX SPACINGS. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3 3/4" WINDOW TO BLACK +3 3/4" 11 SCALE: N.TS. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com L AA #: 0003325 0. y U W O W 4 E SUBDIV. de LOT: CREEKSIDE LOT # 2 PROJECT# 04321.000 002R1 MODEL: 4EGB "GALEN" GARAGE ST ING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCF$IECT: STATE OF FLORIDA DATE: 05/26/18 SCALE: 1/4"=1'-0" SHEET