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1638 MARITIME OAK DR - DRAWINGSIj. L_ O U L7 N L_ Q. 2 La- Z LL r- 0 Z ,v1-4 V O F 1 Ly oc a � oc z m C:) LU M � C3- C) D I Uj >�o oo= z = t- o o LU cn oLU 0 w0� w Q z a�o LU 0 UUj O Q � z =zw �Q� oe u.1 O J = z Doo 0 C, U oC m 22Uz ago 0 o cn Q�� v t LU z m azo z US Ww a o>W mQ> O � � J F- C1 Ln 0 ,-n O . O ce U 0 z =mo zLU En U)C)z LU moo,z� ED ¢ in wLU En b En .� LJJ CX. ce om z o > z o0 o ��Lzcn =UjW0 F- z LU m oc z M a > UU W�Jz cn��Q �w=czn cn CeQ�z U w w wzp a=o= �thw� U U cn Z a cn z0 r Z r--. ZvLuC:)Q 4 OZ o H a w Q w z W LL. Z Q Ur 0 W Lt Z W 0 W Q Ly Uj FF W��co Z = < 0"e LU LU LU Co LL U Z L �00L- < U H 0 ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description # NUMBER F. P. FIREPLACE PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER LINE EQUAL FT. FEET PLW. PLYWOOD @ AT FTG. FOOTING A3.N A/C AIR_ CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV. ABOVE � RA_ RETURN AIR ADJ. ADJUSTABLE GAL GALLONRAD. _ RADIUS A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD_ GARAGE D00_R REINF. REINFORCING AHU AIR HANDLING UNIT GFI GROUND FAULT RM. ROOM DESIGN BASED ON FLORIDA BUILDING CODE RISK CATEGORY: WIND DESIGN BASED ON: INTERRUPTER ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALLBOARD RQD. REQUIRED F.B.C. 6TH EDITION (2017 MECHANICAL NOMINAL DESIGN WIND SPEED R & SH ROD & SHELF B.B.Q. BARBECUE H � HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB +.18/-.18 vie. B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET BOT, BOTTOM HGT. / HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFAST CMN. SH. SHELF MSN. MISSION INSUL INSULATION SHWR. SHOWER CALL. CALCULATIONS INT, INTERIOR SL. SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU OF� SPECS SPECIFICATIONS CL CENTER LINE 40 S.P.F. SPRUCE PINE FIR CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT CMU CONCRETE MASONRY UNIT ITV. ITV. STD. STANDARD C.O. CLEAN OUT L_ LONG STL. STEEL__ COL. COLUMN LAV LAVATORY STOR. STORAGE COMP. COMPRESSOR LDRY LAUNDRY _ CONC. CONCRETE LIN LINEN T TOP CONT. CONTINUOUS LT _ LAUNDRY TUB T&G T_ONGU_E_& GROOVE TEMP. TEMPERED DB. DOOR BELL M.B. MASTER BATH THK. THICK DBL. DOUBLE MAX MAXIMUM T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET_ T,O.B.B. TOP OF BOND BEAM DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM _ TYP. TYPICAL DIM. DIMENSION MIRK. MIRROR DN DOWN MLDG. MOLDING UC UNDER COUNTER UNLESS NOTED DR. DOOR M.P.H. MILES PER HOUR U.N.O. OTHERWISE DS. DOWNSPOUT MT METAL THRESHOLD D.S.S. DENSE SELECT STRUCTURE _ _ _ V. B. VAPOR BARRIER_ DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL DWG. DRAWING V.T.R. VENT THROUGH ROOF O.A. OVERALL EEGRESS O.C. ON CENTER W WIDE E.E. _ _ EACH END O.H. OVERHEAD W/ WITH E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET E.L. ELEVATION OPNG. OPENING WD. WOOD _ ELEC. ELECTRICAL OSB _ ORIENTED STRAND BOARD WDW. WINDOW ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EQUIPMENT P.S.F. POUNDS PER SQUARE W.W.M. WELDED WIRE MESH FOOT _ EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W,W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. FLOOR P.R. POWDER ROOM FND. FOUNDATION P.T. PRESSURE TREATED TH [a SQUARE FOOTAGE NOTES GRAPHICS LEGEND S. F. -C ARTIAL SECTION "TAIL # DRAWING # TOTAL LIVING AREA � � _ / INTERIOR HIMION DETAIL # DRAWING # DETAIL# DRAWING # ETAIL# RAWING # 3991 SQ. FT. FILING HEIGHT CHANGE FOUNDATION 15- A1.81 A1.81 C�C.ENTER LINE _ A1.N FOUNDATION PLAN, NOTES, SCHEDULES &DETAILS F1:0_0_R PLAN_ SPANISH TILE -�ELEVATION MARKER LAB RECESS A3._81 SECOND FLOOR PLAN SHAKE SIDING SIDING A3.N FRAME BEARING WALL C) M EXTERIOR ELEVATIONS BRICK � INTERIOR WALL (NON-BEARING) U � STUCCO FINISH � MU MASONRY WALL EXTERIOR ELEVATION DETAILS FT, 1 771795 EARTH �GABLE END WALL BUILDING SECTIONS ��o c0 INSULATION DECORATIVE STONE �FRAMED KNEEWALL 0DROPPED SOFFIT DESIGN CRITERIA PRE -CAST LINTEL/ HEADER SECOND FLOOR DIFUSSER LAYOUT TWO STORY: FIRST FLOOR SECOND FLOOR -FRAME -FRAME ISINGLE FAMILY RESIDENCE: _ BUILDING TYPE: �.-.. GROUP R3 V - B DESIGN BASED ON FLORIDA BUILDING CODE RISK CATEGORY: WIND DESIGN BASED ON: II ASCE 7d 6TH EDITION (2017) D7 STANDARD NOTES & DETAILS U LLj F.B.C. 6TH EDITION (2017',RESIDENTIAL STANDARD NOTES & DETAILS_ ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITION (2017 MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. 6TH EDITION (2017) PLUMBING EXPOSURE: PRO. B CONSERVATION CHA. PRESSURE COEF.: 09 +.18/-.18 vie. F.B.C. 6TH EDITION (2017) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR PSN FOR ACTUAL PRESSURES: CLASSIC X rrv. F.B.C. 6TH EDITION (2017) ACCESSIBILITY NATIONAL ELECTRIC CODE N.F.P.A. 1012014 THIS DRAWING (2014) (NEPA 70) FEMA RULES &REGULATIONS ASCE 7-10: MINIMUM DESIGN LOADS AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE NOTES AREA CALCULATIONS S. F. FIRST FLOOR SECOND FLOOR 1633 SQ. FT. 1639 SQ. FT. TOTAL LIVING AREA 3272 SQ. FT. COVERED ENTRY COVERED LANAI GARAGE(s) 81 SQ. FT. 182 SQ. FT. 455 SQ. FT. TOTAL 3991 SQ. FT. �1: F REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL AND CONDITIONS ly REVIEWED BY: /. 1 W Cn U U r jo rl TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING LIST OF DRAWINGS March 27, 2018 Ov CARIBBEAN ELEVATION 1.4 Cl COVER SHEET - Index of Drawings e<r S i a GN1 GENE RAL NOTES .{A� A, FOUNDATION 15- A1.81 A1.81 FOUNDATION PLAN Ovan G. Drummond, AIA _ A1.N FOUNDATION PLAN, NOTES, SCHEDULES &DETAILS F1:0_0_R PLAN_ AR 96730 A2.81 FIRST FLOOR PLAN AR 98560 A3._81 SECOND FLOOR PLAN A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS C) M EXTERIOR ELEVATIONS C) 00 A5.81 FRONT & SIDE ELEVATIONS_ U A5,1.81 _ REAR & SIDE ELEVATION, µ&✓ROOF SLOPE PLAN a)4 2: 0 A5 2 81 EXTERIOR ELEVATION DETAILS BUILDING SECTIONS A7.81 BUILDING SECTIONS ��o c0 DIFFUSER LAYOUT L M1,81 IFI SRT FLOOR DIFFUSER LAYOUT M2.81 SECOND FLOOR DIFUSSER LAYOUT V ELE�'TRICAL LAYOUTmmmmm� co 0 ko �- E1.81 FIRST FLOOR ELECTRICAL LAYOUT E2.81 SECOND FLOOR ELECTRICAL LAYOUT STANDARD NOTES & DETAILS D3 STANDARD NOTES & DETAILS D7 STANDARD NOTES & DETAILS U LLj b8 STANDARD NOTES & DETAILS_ :;Ppua z HOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE MAN. MANOR 03 WIL. WILLIAMSBURG 07 PRO. PROVINCIAL 08 CHA. CHATEAU _ 09 VER, VERSAILLES 10 CLA. CLASSIC 18 MED. MEDITERRANEAN __-TRADITIONAL 19 TRA. 20 COU. _ COUNTRY MANOR 21 HER. HERITAGE 22 CMN. _ ....__. _ CIMMAR_ON 28, MSN. MISSION 30 CFf. CRAFTSMAN 31 SCL. SPANISH COLONIAL �.__._. m 32 BOR. .m BORDEAUX� 33 BRO. _BROUGHAM _.�.�. ___.._.._._.39 REN. RENAISSANCE 40 VIE. VIENNA 41 TUS.TUSCAN � v _ 44 CLS. CALAIS 46 ITV. ITV. ITALIAN VILLA 58 PBC. � PALM _BEACH 80 CRB. CA_RIBBEAN 81 CST. COASTAL � 82 �1: F REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL AND CONDITIONS ly REVIEWED BY: /. 1 W Cn U U r jo rl TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 27, 2018 Ov v, 1.4 e<r S i a 'YS .{A� A, Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C) M LU C) 00 T U Ln N Lij a)4 2: 0 V1 L E pMd' 0 6 U - U LU Ln ��o c0 ix a 0a) L T Eo�< V co 0 ko �- N CL �� � (D , LU UJI rml U LLj IL0 :;Ppua z U 7 �— w/o LU �3 Q U ok � Q � 0 _ I Cie o I ;E I r f LL.! (I.J oC Lu ani O U s SIUIMB5,,.R 1017.0 6- L_ U co a z w O ® z z ¢ O � O~ �1 oC � a ce oC z m O LLJ w a- c:) wLU co ¢ >> 3 ® c:) _ z = H ®� O LU cn O w W O w z �=O LU U � Q LU ce O z U.j LU ® ®LLJ LL. J = z ¢ O O LL_ OLU a �M UC�,.)�e/ W 1..L H Q UO ® in O Q � � V1-4 w z °a "-" z LU ce Lu a � z w in ¢ :> __j O H- ¢ ® w U) o®� 1— U WEU OF— � O z LUU �Ln WO_(D ¢ w U-) mc°w� J w ¢ z = ® w i W Ln LU ��U ; ¢ a ce On z®>� ¢¢O LLJ oC z U ® w ® o (D LU I=-zw� �-�ce® m pC M 75- M M <[ w O Q z z = � z (wn�J¢ � w cn z Or- Q U z O p Sw a-1 ` Lu ® _ ¢ Q , Lr- ® Z �wHcn . z O w Z z z O O Z L D zn®,Q_, ¢ c) F— � w ¢ 00 W ® z ED w z ¢ (J'—'wLL_ zw�O p~Cw ® Qw�„ z = � Ing UZ W��m ro ®®_� S.w. LU ce- ® w m /wj V Fy JOOw ¢cis—o GENERAL NOTES 1. IT IS THE :SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQIENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO , THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE- OWNS MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF �.. °fid RESIDENTIAL FLOOR, UNLESS C BALCONIES/DECKS STAIRS fi ATTIC WITHOUT STORAGE ED ATTIC WITH STORAGE Ovan G. Drummond, AIA HABITABLE ATTICS Manuel Gonzalez, AIA SLEEPING ROOMS CONCRETE CONCRETE UNLESS OTHERWISE STRENGTH 72328 @ 28 DAYS REINFORCING: WELDED WIRE FABRIC SHALL C Ili ALL REINFORCING BARS ALL STIRRUPS AND TIES POLYPROPYLENE FIBERS FOR SI ERWISE INDICATED ICATED 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 10 PSF 20 PSF 30 PSF 30 PSF 3000 PSI iRM TO ASTM A185 ASTM A615-60 60,000 PSI ASTM A615-60 60,000 PSI ON GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: 'MELDS: E70XX ELECTRODES AL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 WOOD B='_AMS RAFTERS JOIST PLATEE: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-L,/C-D, EXTERIOR OR OSB VERSA LAM BEAM: Fb = 2900 PSI (2,OE) WOOD COLUMNS: PARALLAM 2.CE U.N.O, WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF TOP CHORD DEAD LOAD: 10 PSF 20 PSF BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF TOTAL: 40 PSF 50 PSF WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING AC7UAL DEAD LOAD. WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: 20 PSF LIVE LOAD: 40 PSF TOTAL: 60 PSF FOUNDATION/SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOI FOR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN I14DEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, P ND AS DIRECTED BY THE ENGINEER, 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHP LL BE MADE BY THE GEOTECH. ENGINEER. TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPO COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OFC MPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTE: 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, OPTIONAL BORATE APPLIED TO ALL RAME MEMBERS WITHIN 24" A.F.F. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS SILLS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" A.F.F. OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R312.2.1 THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. ALL GLASS WITHIN 24 INCHES OF AN ADJACENT DOOR OR HINGE SIDE OF A PERPENDICULAR SWING DOOR, ALL GLAZING LESS THAN 60" FROM TUB AND SHOWER ENCLOSURES, AND WINDOWS LESS THAN 36" ABOVE STAIR LANDING AND WITHIN 60" FROM THE BOTTOM TREAD NOSING SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411.1 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN IY8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 a INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2X8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OFA CONFLICT BETWEEN THE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. — 11— — ^1 / MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND. P` l IP`P`!1 ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PLYWOOD PANELS. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. OUTDOOR KITCHENS ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. ANCHORAGE METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3, METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST Y4 INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOIS-S OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN 8 INCH IN DIAMETER. MIRRORS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. HV,A,C. NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. FOR EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM, PROVIDE MAKEUP AIR PER FBCR M1502.4,6 WHERE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FEET, PERMANENT LABEL OR TAG REQ'D PER FBCR M1502.4,6 ELECTRICAL NOTES THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. THE DWGS, ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL. CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION PER FBCR E3902.16 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL 125 -VOLT, 15- AND 20 - AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO EXCEPTIONS. PLUMBING NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND RESIDENTIAL ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE GRADE. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. SHOWER HEAD HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE (NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. 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NET FREE VENTILATING AREA REQUIRE® 8.8182 NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. W VI F- F�--/-1 ILL LU 1 V J U U U �t m U F---1 F— J F— Q iml TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE I I t I I' I I: April 5, 2018 i I L I I I I I I------ i I ! I ------�� / 5 P � e I LEFT ELEVATION SCALE: 1/4" = 1'-0" CARIBBEAN ATTIC AREA (TOTAL UNDER ROOF) 2645 SQ. FT. DIVIDE BY CODE REQUIREMENT _�..-_. 300 MIN. 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SIDING PER ELEVATION 2X4 BOTTOM RAIL W/ SLOPED TOP 10a 1,2.81 LAP SIDING -4"x4" 4" TRIM POST �— 4"x4'L - POST o 4" TRIM O io SERVICE COURT DETAIL .2.81/SCALE 3/8"=1'-0" N V\ %' A 0E 1 Fl WALL, PER PLAN s FASCIA DETAIL 5.2.8V SCALE 1/2"=1'-0" TRI 1x4 1- & & CAS Y4 AP 1'-4" 1x6 RAISED STUCCO BANDING NO SIDE BANDING FOR STUCCO FINISH 1x4 RAISED STUCCO SILL .2.8V SCALE 1/2"=1'-0" SHINGLE SIDING 2"x4" 112" SHEATHING 4"x4" POST CAP ABOVE. 4/a" T-0" El #5i N ry FRONT VIEW SIDE VIEWFRONT VIEW 2 8 3Y4' SIDE VIEW 4 TRELLIS BRACKET DETAIL 5.2.8 SCALE 1/211=11-0" • LASHING X 2 CAP IN. FLR. X 6 TRIM X BLOCKING :HULK AS IEEDED SYSTEM O ;4" TRIM t4" WOOD ST XT. ioa 1SERVICE COURT DETAIL 5. 2.8 SCALE NTS PER ELEVATION -1X2CAP -1 X 6 TRIM -1 X BLOCKING CAULK AS NEEDED -STUCCO PER ELEVATION , Pin W, TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERIIFICATION BELOW, April 5, 2018 P m 9,573 It,�s y. sky Ovan G. 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Z �U)U� C) ED LU W� zoU-i� M zz' ce ®®U, z �o Q®(J)� H ot, W Q LLJ> e—t LU Z WLLZQ LLJ LL_ cZc�� V r O Quj z = z o w�cue)LU m ®®_� vi .4 Qbace � ®W m W V J Z J L__ Q STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE STAIR RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. INTERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. THE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS SHALL BE 40 PSF MINIMUN. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6-1/4" WITH A MAXIMUN CROSS SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A MINIMUN RADIUS OR 0.01 INCH. ROOFING PER - CONTRACT, TYP. PRE-ENGINEERED TRUSSES AT 24" Q.C. SEE SHEET A3.N FOR - DESIGN BY TRUSS MANUFACTURER INSULATION SCHEDULE PRE-ENGINEERED ROOFING PER CONTRACT (TYP) RADIANT BARRIER PRE-ENGINEERED TRUSSES AT 241° O.C. DESIGN BY TRUSS MANUFACTURER LOFT FAMILY ROOM U SEE SHEET A3.N FOR INSULATION SCHEDULE COVERED LANAI METAL THRESHOLD FULLY CAULKED TO FLASHING PAN PER MANUF RECOMMENDATIONS. CONTINUOUS METAL PAN OVER THRESHOLD. APPLY DURADECK WATERPROOFING MEMBRANE SYSTEM OVER DECK 42" HIGH WOOD HAND RAIL W/ PICKETS SPACED TO REJECT A 4" SPHERE 42" HIGH GUARD RAIL FLASH UP WALL, 811 MIN., CONTINUOUS TO WITHSTAND POINT 3/4" EXT. STRUCTURAL AND HORIZONTAL e mon DECK SHEATHINGDURADECK, LOADS PER FBC R301.5 Z^av 8 a-,.°6 $ .t COLLAR FLASHING WATERPROOF DECK AT POST CAULK AT Ovan G. Drummond, AIA MEMBRANE SLOPE TOP OF FLASHING AR 96730 18 P.L.F. MIN. AR 98560 1/4'° P.L.F. MAX.) 4" MIN. DRIP EDGE PER DURADECK SPECIFICATIONS .4� TIE DOWN STRAP PER FINISH PER - FRAMING PLAN �� SPEC., U.N.O. SUPPORTING BEAM PER PLAN - - - - - 1 f •. i .......... j . f. CARIBBEAN U w•LeI 1111 ...,, I Mw :. 4" MIN CONTINUOUS METAL FLASHING PAN ALONG OPENING W/ NO SEAMS OR SPLICES - 3" LAP MIN. DOOR PER PLAN DOOR FLASHING DETAIL EXTERIOR WALL PER PLAN FLOOR TRUSSES - SEE FRAMING PLAN SOLID BLOCKING BETWEEN TRUSSES AT PANEL EDGES EXTERIOR WALL PER PLAN SCALE: NTS. CARIBBEAN n STAIRS NOTE: 18 RISERS @ 7 5/8 16 TREADS @ 10" 1 LANDING * ACTURAL STAIR RAISER TO BE VERIFIED BY CONTRACTOR IN FIELD STAIR SECTIO -N SCALE: 1/4" = 1'-0" rf%..n_r, aK '.4 - R TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. April 5, 2018 e mon ° Z^av 8 a-,.°6 $ .t #�.',as A� q #� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C) M Uj ® 01 00 Z LU V) cnLij cv °+ 00 o •> oM�r LU -1 J _. V1 �0 < i c:0 a� L I E01. 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'ia ;p Y. �"�py�,w .w �.: w ��•� js. Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj O M ® M '4 00 00 " LIJ N 1 > pip O Uj N M v moi° a 1 eJ t u LL a) -0 0 U Coo N—fo Ln _j° E 0 1�t — :,1" O N U .i tD O < N CIL i 1 1 U, € ,m i E U U LU I ' ' IS • LJ ' M W CED� .' .. e e l bb��,,..y", e"a' ce ..• UJ pC ' U L 3 C) z LU O � , o N � LL i J t p a LU MJ 3 1 i O J Uj f� I{II ..— � I- H� 'oC o N . C) C) �E C) Uj U LU LUUj U) SERIAL NUMBER 1017.0 u 2w_ �z z Qom O � w = Ly oC �a- 0C O �a w C O a 3 o z IWC Lca :> c) 0 oo_ wne Ln �0 0Wo WcOn~ w < z � O W M U U.jO Q � �o L z LUz oc 0 W O J = Z Q ®o LL_ Q a J U oC m � Uz <oGO M 0 Ln a�� z LLL W m Z z (nQ LU LU P CL coczW ED <t O J J � J O Q W W U') C3 in oCie U O W U a®� O ceoz =�o z U) O z Q ULij� ca LU J � ED Q z = W �U)WU) J W LU_ Q�� � a- oc m C7 eC W z 0 ozz� M: W Ln LU w 0 W� CIL,o ca M M LU F_ z = o U-) z LU ce LU cn z U.) 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FIXTURE 0 12X48 FLUOR. FIXTURE 24X48 FLUOR. FIXTURE EXHAUST FAN �o EXHAUST FAN W/ LIGHT M ELECTRIC CO. METER �•M• GAS CO. METER SD/C0 SMOKE DETECTOR/CARBON MONOXIDE DETECTOR (@-SMOKE DETECTOR $ SINGLE POLE SWITCH $s 3 WAY SWITCH��� $4 4 WAY SWITCH_ DIMMER SWITCH 4 PUSHBUTTON DISCONNECT SWITCH JUNCTION BOX TV JACK V PHONE JACK_- PREWIRE ONLY THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT _ ® ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL 4 KEYPAD CHIMES_ STRUCTURED PANEL (A.K.A. SMART BOX, _ COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) Y INT. INTERCOM FOR REFERENCE ONLY FOR-----_ DISPOSAL FOR---_____ DISHWASHER AFP GAS TANKLESS W.H. 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Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 L o rn _j 7-1 00 N T a) N >C)CL LU Q rn un L � l a0o C) Eao 0 a� M Ln E000 CL v I'D o to d- N e � i i W I QCO r.g W Li U o z Q' cn cn L � 0 p �o C) N M LL J p 13 u;'] f F O M LU F— U W s; ; r 1017.0 r O Z LL. �o � z z ¢ 1-4 o cn ZO w �j!= oC LU c C:) z ca W J LL_ LU C O a IwQ � F -o LU Cl o = z = F - o O LU Ln O> O >o� W Q Z =o LLJ v®¢ cl- LU�o LU LU oc o LU LL_O � = z Q mC:) o LL o�LU Ucem LU a®o CA - 0 U)w ¢ oG ce U i w m zzz o3CUj �¢ W _ o >- w ma> �o Ow Lu O®cn ac� 0 Liv CL 0 oc a o z = m O Uj En Q=U) LU m CC) LU J I W¢®o J w _ Q �o> d j3�.' m z o > z O -- Z U M�LLJ Wcn =c9wO F-zW� or_o mO:fa-z wLU � ¢ U z Ln L ¢ (.0 LU U)z _ LU U O O Q w w p ¢ _ M _ U U) ,-, w F - zO w 15;7 ZLU ZZ��L O O cn Z �- Eno z � o Q ¢ 0 ce F_n-aW¢ > LU Lu iz ED LL_ Uw�L z w r O z=zo LU W m o z= Ln � 4 F- b oce Q W Ca w U_ J ZJ L.1- J OO �- ¢ U F- O ELECTRICAL LEGEND (b SINGLE RECEPTACLE DUPLEX RECEPTACLE ® 240V RECEPTACLE �b SWITCH_ED RECEPTACLE DUPLEX RECEPTACLE (220 VOLT) SINGLE FLOOR RECEPTACLE ] DUPLEX FLOOR RECEPTACLE A SWITCHED FLOOR RECEPTACLE a QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER (GFCI) WP WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE SINGLE FLOOD - WALL MOUNTED DOUBLE FLOOD - WALL MOUNTED �j SINGLE FLOOD - SOFFIT MOUNTED DOUBLE FLOOD - SOFFIT MOUNTED HANGING /PENDANT - CEILING HUNG INCANDESCENT FIXTURE - CEILING MOUNTED �? INCANDESCENT FIXTURE - WALL MOUNTED ® RECESSED HIGH HAT 2 FT UNDER CABINET FLUOR. FIXTURE 3 FT UNDER CABINET FLUOR. FIXTURE 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT ® 12X24 FLUOR. FIXTURE D 12X36 FLUOR. FIXTURE 12X48 FLUOR. FIXTURE 24X48 FLUOR. FIXTURE SS EXHAUST FAN ffo EXHAUST FAN W/ LIGHT M ELECTRIC CO. METER G.M, GAS CO. METER ® SD/C0 SMOKE DETECTOR/CARBON MONOXIDE DETECTOR sD SMOKE DETECTOR $ SINGLE POLE SWITCH $3 3 WAY SWITCH $, 4 WAY SWITCH DIMMER SWITCH 4 PUSHBUTTON �o DISCONNECT SWITCH JUNCTION BOX P TV JACK PHONE JACK - PREWIRE ONLY 0 THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT 0 ELECTRICAL PANEL SP SPEAKER WIRE FROM TOP OF WALL T KEYPAD ® CHIMES_ STRUCTURED PANEL (A.K.A. SMARTBOX, EEE COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) ANT, 5�_ERCOM FOR REFERENCE ONLY moi . . . . . . = L L --J SECOND FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = 1'-0" CARIBBEAN I BEDROOM 3 BEDROOM 4 �. OPT. QIv 0 COVERED BALCONY W i!s 1-1 af W rI O U U U Q LLIm Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, April 5, 2018 f Ovan G. 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INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD _ FLASHING FLASHING EXT -1 D3 THER IRRIER & 'SECURE WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO HAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY illip wpow N.T.S. SEE NOTE #2 WALL SHEATHING WITH WEATHER RESISTIVE BARRIER 611 �— FLASHING CANT STRIP SILL PLATE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 63 % N.T.S. (EXT -5) CONT. DRIP EDGE ACROSS DOOR HI TO DIVERT RAIN HE D FLASHING TIE-IN IN'TRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY ECURE WEATHER RESISTIVE ARRIER ABOVE HEADER TO %LLOW FOR FLASHING NSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE NOTE: MECHANICALLY FASTEN AS WEATHER NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER - WEATHER RESISTIVE BARRIER. TAPE — OTES : . FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 . REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXT -6 HEAD DRIP DETAIL ��3N.T.S. (E-6) 2 1 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 611 Z SILL PAN 2 TYPICAL WINDOW FLASHING DETAIL D 3 N.T.S. (EXT -2) N 4 am No MW WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW EXT -7 H EAD DRIP DETAIL D 3 N.T.S. (EXT -7) FLASHING 0 1 ALU V J l��qa� �J } . [i j Z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING (ASSEMBLED AS OF DATE OF CERTIFICATION BELOW. -n WINDOW) -n cn cn G T, $ �y G) ,.; g 7 AN OTES : . FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 . REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXT -6 HEAD DRIP DETAIL ��3N.T.S. (E-6) 2 1 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 611 Z SILL PAN 2 TYPICAL WINDOW FLASHING DETAIL D 3 N.T.S. (EXT -2) N 4 am No MW WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW EXT -7 H EAD DRIP DETAIL D 3 N.T.S. (EXT -7) FLASHING 0 1 ALU V J l��qa� �J } . [i j Z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. r. FLO 4" �y Di T, $ �y ,.; g 7 cl lE Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C) all UJ o 00 ' w T oo LIJ > 0c)o V1 ® `y � LL %ma oo stn aj -p o L` c0� 0 0 Ln E0c6� d - U N I'D O 't r, s L ce i LIA , a s F (xl I � 1 Q z Le- LL` z U_ BE w n �€ (E or- I _j. C-� cri o _ M LU LU1 LU LU J i 1 H ld� W i LU E z100) oC C)Ly ` Q UJ, Hu s 1 U) �; .. � _ �• 1014.1 cl L_ u Q) L_ C1. 0 z w �p �z z ¢oma C) Lu Raaf m C:) J w c® CI - 0 z ®w¢ �F-o wF-,� mo= z=� oho LLJ U) J w Z aWo wow z ¢ �o U ® Q w clujz = z ,u cj ®c cl LU o J F- z ¢ �o� ~ o LL- Lu 0 U c aoo ®ov Q ce n U w L z O° z z � U¢ UJww _Q_ O�w m¢> Jo J J F- F- - J ®M� p (f) o� U � U ao� o o z =mo z U) ® (D ¢ w cn mmw� J w Q z = ® w �U)wtin J w Lu u ¢ U Cc c� oc Lu z �o>� �U®p U-) =LuWo HzuU.wi ® m oc cl- z ®¢>o wczaJz cew=cn �z uj ar- O w w Lu Mr - Q = ® w u -) w zoW� U) z F- a p cn z �- V) o o z� zwoQ Lu :7" Z m Lu ®® z W W Z e¢. H w W z W r o Qui =zo �z W m ®osU) ur ZD ¢UC":t? m: owmw =_j u J O O � ¢U1_p ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ATTACHED PER NAILING SCHEDULE ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 2x SYP #2 2x RAFTERS 16" O.C. 12 SEE ALUM. WRAPPED 2xpLp,N� WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. --\ , METAL DRIP EDGE 7/16" OSB GUSSET 2'-0" MAX, ATTACHED PER NAILING SCHEDULE WALL PER PLAN OPTIONAL ROOF CONNECTORS PER STRUCTURAL PLANS ROOFING PER CONTRACT. (CONTRACTOR TO _ PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATIONe BLOCK SEE PLAN FOR STRAP ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP — EDGE -------- CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED ; MIN. 7/8" STUCCO (3 COATS) ON GALV, REFER TO SELF FURRING FELT ELEV. FOR BACKED METAL LATH _..__... _._ STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH EXTERIOR SHEATHING TO BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING APPLY A LIGHT COAT OF CEMENTITIOUS COATING TO FILL VOIDS & HONEYCOMBS— WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM WEEP SCREED rik MAIN FLOOR ELEV 0'-0" coZ z N SEE PLAN I CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD, DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP, WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) —1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) —2x SYP. #2 WD. STUDS @ 16" O.C., TYP. —2x P.T. SILL PLATE —CONNECT WALL TO FOUNDATION PER FRAMING DETAILS PROVIDE CONT, METAL TERMITE SHIELD UNDER SILL PLATE —FINISHED BASE MOULDING ROOFING PER CONTRACT. (CONTRACTOR TO _ PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK SEE PLAN FOR STRAP ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP -. EDGE CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED t j MIN. 7/8" STUCCO (3 —� COATS) ON GALV. REFER TO SELF FURRING FELT ELEV. FOF BACKED METAL LATH . _ _ _ . STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH MIN. 7/8" STUCCO (3 COATS) ON GALV. SELF FURRING PAPER BACKED METAL Li EXTERIOR STRUCTURAL SHEATHING PER PLAN/SPECS — 2x SILL PLATE WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT)- DBL. 2x SYP. WD. TOP PLATE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC-R EXTERIOR SHEATHING TO BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING APPLY A LIGHT COAT OF CEMENTITIOUS COATING TO FILL VOIDS & HONEYCOMBS - WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM WEEP SCREED V jk MAIN O"OR ELEzco 4" CONC SLAB W/ z VAPOR BARRIER N -SEE FOUNDATION PLAN FOR SIZE AND EXTERIOR TALL TYPE OF FOOTING i SECTION VVITH WINDOW D7 SCALE: 3/4" = 1'-0" SEEPLAN I CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS O @ 16" .C., Ti WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R 2x SYP. #2 STUD @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) CONNECT WALL PER FRAMING DETAILS FINISHED BASE MOULDING 3/4" GYPCRETE (OPTIONAL) 3/4" THK. T&G SUBFLOOR GLUED & NAILED BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER, SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOW (SEE FLOOR PLAN) TOP OF FLOOR TRUSS U) w 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16 O.C., TYP. Z 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION Q PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE Z SHIELD UNDER SILL PLATE FINISHED BASE MOULDING y; !,; f 11117 € W A 4" CONC SLAB W/ Cn VAPOR BARRIER r 4"%r : "4 SEE FOUNDATIO Q PLAN FOR SIZE AND _ TYPE OF FOOTING TWO-STORY WALL SECTION Q �v SCALE: 3/4" = 1'-0" Z ci L V fu •L Q 0- zw �o ®z z Q ®4 O~�' �LU �� m 21-1 LL_ L J LU C ate® z ®w¢ >> 0 LU F-- ®o= z = F- c) LU') � oma® ® ®® z LU a LU U U) � a w LLJz w ® J F- 2- C:) LL. LU O O J m LU QEn ®o M C) U) M LU Q � � 1-4 L11 °-A z z ceUQ w a C:) z LL; ED o� J�J �c owc=n ® cn ®C�e ��0 v C:) a O z =mo U) U.1 QWUz m Ca LU __j 2: oQ®® z = -, w �w U)U) �w LU Ud � U) ci- C):�m cD oc w z A�1 ® z z �wcn =(DLUC:) F-zL;� m cl. z oQLo wcz7Jz < LU U)Ln LU z _ �¢�o af 2_1 0U-jw H G 0 _ Q LU :D ® _ z ® U -i z z Z � ® 0 z U) O z ®Q ®z U) U -j WA� ® Z U_j zvr® w _ w Q z�z® Uj ®®�_ �b�� O Lu m w J ZJ LL woo: ¢U, _C) 1'-2" NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 10" COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH 2X4 HALF WALL CABINET INT -1 KITCHEN HALF WALL DETAIL DS SCALE: 1/2" = 1'-0'1 (INT -1) TOLL APPROVED TILE BACKER (REFER TO CONTRACT SPECIFICATIONS) WALL TILE 2X BLOCKING BETWEEN STUDS (3 WALLS) VINYL LINER (3 WALLS) EXTENDED 5" UP WALLS 100% SILICONE SEALANT BETWEEN TILE BACKER AND WET BED FLOOR TILE 2-2X4 THRESHOLD FLOODSTOP ADJUSTABLE L--- GAUGE COAT WETBED SHOWER DRAIN LINER SET IN SEALANT @ 2" SHOWER DRAIN FLANGE OVER ROOFING FELT NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL BE USED IN LIEU OF CERAMIC WHEN MARBLE/ MARBLE TILE OPTIONS ARE SELECTED. INT -4 SHOWER & CURB ON FRAMED FLOG D8� SCALE: 3/4" = 1'-0" (INT -4) SET MIROR 3" FROM END OF BACK SPLASH —_k, MIRROR=VANITY -5'° 36" HIGH X (VANITY -5") MIRROR SET MIRROR 3" FROM INSIDE CORNER 1/4" MIRROR 1/2" RECESS FOR MIRROR VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BAT iROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE R MOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 1 Z" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. INT -2 MASTER BATH MIRROR WOOTRIM DETAIL D8 SCALE: 1/2" = 1'-011 (INT-1) PLAN CORNER SHELF a 2" SHOWER DRAIN I_ 00 TILE AT DOOR THRESHOLD J NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. r,NT_-,'� TANDA D SHOWER D8 LE: 1/2" = 1'-0" in - SHOWER ELEVATION SHELF LOCATION (INT -5) 0 DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS .T. SILL PLATE f SLAB ON GRADE) DRYER VENT (TYPICAL) ......._.._ CAL R ONLY WITH PEDESTAL NOTE: 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS .T. SILL PLATE f SLAB ON GRADE) DRYER VENT BOX FOR DRYER ONLY D8 SCALE: 1/2" = 1'-0" TILE OR STONE ON 1/2'° HARDI BACKER BOARD OVER %4" EXT. PLYWOOD ON 2X4 FRAMING. VARIES - SEE PLANS 1 ROW OF TILE 2X4 @ 16" O.C. COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION (INT -3) 2X4 LEDGER n N"DRIN x + N 2X4 CRIPPLES .. SUPPORT UNDER WHEN IN CONTACT TUB AS REQ. BY W/ CONC. MANUFACTURER'S. FR -33 RO P I N TU B D ETAI DS SCALE: 3/4" = 1'-0" (FR -33) OF �P�F 10� END POST TIED INTO FLOOR JOIST BELOW EXTEND TO ti BOTTOM OF FLOOR JOISTS. END POST TO PENETRATE SUBFLOOR. FACE NAIL END POST TO BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST. / SUB FLOOR. i �i� �i� �i� 'i \ r i� i� moi'/ // \\ \ \\ ice' ice' �� � � \ \\ /�•� � ice' �' // � � ice' y'y ii .�.. FLOOR TRUSS. ,,%�.- NAILS(TYP) ,.,...,,. w J g{ p z Q FR -34 HALF WALL TIE-IN DETAIL D8 N.T.S. (FR -34) 0 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 967 AV Ovan G. Drummond, ATA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj ® M Uj 00 06 LU V) N (1) > o 0 LN't JLLza 4-9 w,C Z L LL a v -0o L_ c00 CO U EO"t E p N U I, Lo o < L � N 01 LU Oct .. " af Q z z LLJ Lij LE r� ; LL OC w A , J E I Nmµ i cc w 3 " i I V / °J W oZS E cn LLj ..:... O 00 - Ea .... NUM 3 E R 1014.1