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1822 Atlantic Beach Drive - Drawings and Plans TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS Li DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. U August 1,2017 0 4-0 CL � � .. o n .. aIN.A F0°-- N I r a. o• � s Z O D Z Z 5 Q U) oC wX: Ovan G. Drummond, AIA ice LU Q AR 96399 Z m Manuel Gonzalez, AIA � W J AR 96730 ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE Sang-Yub Lee, PE R G NOTES LIST OF DRAWINGS 72328 W � ZPARTIAL SECTION w m Abbrev. Description Abbrev. Description Abbrev. Description _ DETAIL# - DETg IL# COASTAL ELEVATION 1 4^ AREA CALCULATIONS S.F. C1 COVER SHEET - Index of Drawings o 00 0 0 = # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD ___ DRAWING # ___ D ING # GNI IGENERAL NOTES & AND FRT. FRONT PWD. POWDER FIRST FLOOR 2839 ® � � Ln o EQUAL FT. FEET PLW. PLYWOOD BUILDING SECTION DEITAIL CALL-OUT ¢ o SECOND FLOOR 1489 UNDA I P N Q N o > o @ AT FTG. FOOTING - - - DETAIL# --- D IL# A1.82 FOUNDATION PLAN w �- W o E A/ AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER 7�7 ___ WING # \ D ING # TOTAL LIVING AREA 4328 A1.N FOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS o .L N �r En 0 ABV. ABOVE RA RETURN AIR E— v W a z ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS CEILIN HEI Q _j o G GHT CHANGE L R PLAN U A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR _ z a "' COVERED ENTRY A2.82 FIRST FLOOR PLAN ¢ o o �, a A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE SPANISH TILE 86 U _j w w a < GROUND FAULT COVERED LANAI A3.82 ECOND FLOOR PLAN 0 0 i 2 Ln � L m oc AHU AIR HANDLING UNIT GFI RM. ROOM 494 A3.N FLOOR PLAN NOTES SCHEDULES & DETAILS � °� W 0 INTERRUPTER ELEVATION MARKER ® SHAKE SIDING ' ' ; -'' E poo to a n ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING GARAGE(s) 692 , �• "� Qw ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RBD. REQUIRED SLAB RECESS ® SIDING FRAM P N J CL= ¢ o N � BALCONY(s) 372 FLOOR FRAMING PLAN LINTEL & WIND PRESSURE % o ~ oc o R & SH ROD & SHELF FRAME BEARING WALL A4.82 mi ¢ o �• 0 0 ® BR CK UNFINISHED STORAGE DESIGN W J B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL 60 ROOF FRAMING PLAN HEADER & WIND PRESSURE O N °- = oz a BD. BOARD HB HOSE BIBB INTERIOR WALL A4.R.82 ESIGN o B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. FT. SQUARE FEET (NON-BEARING) ST CCO FINISH TOTAL A4.N FDRA ING PLAN NOTES SCHEDULES ate. o w BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE 6032 , & DETAILS ® CMU MASONRY WALL ® EARTH S � m BR. BRICK HORIZ. HORIZONTAL SHT. SHEET EXT I R L VATI N a S o IN BKFST. BREAKFAST SH. SHELF ® GABLE END WALL , ULATION A5.82 FRONT & SIDE ELEVATIONS 0 0 INSUL INSULATION SHWR. SHOWER A5.1.82 REAR & SIDE ELEVATION & ROOF SLOPE PLAN _ z 2 W CALC. CALCULATIONS INT. INTERIOR SL. SLIDER ® FRAMED KNEEWALL DECQRATIVE STONE , -ccCe A5.2.82 EXTERIOR ELEVATION DETAILS ; cj W m C.J. CONTROL JOINT I.L.O. IN LIEU OF ASPECS, SPECIFICATIONS ,ie, ; Z 0 DROPPED SOFFIT ROAT LINTEL/ HEADER Uj zo CL CENTER LINE S P_F., SPRUCE PINE FIR BUIL N I N k o z LL s Rice ¢ CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT DESIGN CRITERIA A7.82 BUILDING SECTIONS i Lau CMU CONCRETE MASONRY UNIT STD. STANDARD i o C.O. CLEAN OUT L LONG STL. STEEL F Y UT Ce a > COL. COLUMN LAV LAVATORY STOR. STORAGE TWO STORY: FIRST FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 M1.82 FIRST FLOOR DIFFUSER LAYOUT a COMP. COMPRESSOR LDRY LAUNDRY M2.82 SECOND FLOOR DIFUSSER LAYOUT W CONC. CONCRETE LIN LINEN T TOP SECONDFLOOR - FRAME BUILDING TYPE: �. V - B Q W I 0 0 CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE RISK CATEGORY: II EL TRI AL UT > Z jj o -TEMP. . TEMPERED E1.82 IRST FLOOR ELECTRICAL LAYOUT ! j CAj o b DB. DOOR BELL M.B. MASTER BATH THK THICK DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 --� �-- E2.g2 SECOND FLOOR ELECTRICAL LAYOUT _ Q Ln 0 oc DBL. DOUBLE MAX MAXIMUM T.O. OF 5TH EDITION (2014) `_ V Q LU m 0 DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET T.Q.s.6. To M F.B.C. 5TH EDITION 2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEE 130 MP ANDARD N T DE AIL x � < = DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD H = W LSI F— o cn D3 STANDARD NOTES & DETAILS U U I Z v oz Ln DET. DETAIL MIL. MILLIMETER IRAN. TRANSOM F.B.C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEE - 101 MPH D7 STANDARD NOTES & DETAILS n DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL D8 STANDARD NOTES & DETAILS Q Uj Z F. .C. 5TH EDITION (2014) PLUMBING EXPOSURE: B W m oo W DIM. DIMENSION MIRR. MIRROR W Q o o +.18/-.18 VIE. W } J DN DOWN MLDG. MOLDING UC UNDER COUNTER En w W DR. DOOR M.P.H. MILES PER HOUR U.N.O. UNLESS NOTED CONSERVATION PRESSURE COEF.: HOUSE ELEVATION ABBREVIATIONS U Z ABBR. FULL NAME ELEV. CODE �-- C) z = ERWISE F.B.C. 5TH EDITION (2014) FUEL GAS OR WINDOWS/DOORS SEE F OR � M `t � Ce Co DSS. DE SE SEO ECT STRUCTURE MT METAL THRESHOLD V.B. VAPO PLAN FOR ACTUAL PRESSURES X ITl/ MAN. MANOR 03 Z m W T; L9 w W Z R BARRIER F.B.C. 5TH EDITION (2014) ACCESSIBILITY WIL. WILLIAMSBURG 07 ? o o 3:: DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL NATIONAL ELECTRIC ODE 2011 (NEPA 70) FEMA RULES & REGULATIONS PRO. PROVINCIAL o8 LU c W i DWG. DRAWING V.T.R. VENT THROUGH ROOF I— °� w Z C' O.A. OVERALL N.F.P.A. 101 2014 ASCE 7-10: MINIMUM DESI , ADS cHA. CHATEAU 09 Q D ! j � W cn VER, VERSAILLES lo— (n W o z E EGRESS O.C. ON CENTER W WIDE W" z Uj " E.E. EACH END O.H. OVERHEAD w/ WITH THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER TATE IT IS SIGNED CLA. cLAsslc 18ce c AND SEALED OR WHILE CURRENT CODE IS VAL MED. MEDITERRANEAN 19 ---a m � a Z E.W. EACH WAY OPT. OPTIONAL) W.C. WATER CLOSET TRA. TRADITIONAL 20 Q o EL. ELEVATION OPNG. OPENING WD. WOOD COU. COUNTRY MANOR 21 O z z = o ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW u, 0 J z HER. HERITAGE 22 J a ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET i W (A a CMN. CIMMARON 28 w o zo ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI MSN. MISSION 30 POUNDS PER SQUARE CFT. CRAFTSMAN 31 � cn � z EQUIP EQUIPMENT P.S.F. FOOT W.W.M. WELDED WIRE MESH SCL. SPANISH COLONIAL 2 u� z 10 o EXT.EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC 3 -- V2 U o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER BOR. BORDEAUX 33 c5 � W = FLR. FLOOR P.R. POWDER ROOM BRO. BROUGHAM 39 REN. RENAISSANCE 40 O o � FND. FOUNDATION P.T. PRESSURE TREATED VIE. VIENNA 41 i0 z o W � WHA TUS. TUSCAN 44 L z CLS. CALAIS 46 f,-,� o � o f ITV. ITALIAN VILLA 58 a oPBC. PALM BEACH 80 � a- W Q0FFKj0;11ECOPY CRB. CARIBBEAN 81 w Uj M 1-4 z Approved By Permit Doak CST. COASTAL 82 W 52 z a Building Departmefll W ui o City of A?!antic Beach,FL ILU < LU Ent=— L; !� z = zoUj °W En ca _o Z s (n 1j _ OWmW ,µ LU z J Z J Jo _ O C) s aU Z) m.. avE-- oU NL!M ff 1014.0 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. Q GENERAL NOTES DOORS &WINDOWS PLUMBING NOTES U 1. ITIS THE SUBCONTRACTORS SOLE RESPO SIBILITY TO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND . . , , USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL r 2_111AND SEQUENCE TO INSURE THE SAFETY F THE BUILDING AND ITS COMPONENT PARTS HEIGHT&5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE e-OF DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO,THE ADDITION OF FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. GRADE. •L WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT C- MAY BE NECESSARY. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING Q , r^ o WHATEVER TEMPORARY BRACING,GUYS R TIE-DOWNS ME UIPMENT, ETC. gat ,�, �t'14, L " a 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. SHOWER HEAD r CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" � ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AND HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" s SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE GENERAL NOTES " sr TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND STRUCTURAL DESIGN CRITERIA SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. ARC w0 LIVE LOADS: ROOF 20 PSF (REDUCIBLE) SOLID WOOD DOORS NOT LESS THAN 1% INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE M z RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF STEEL DOORS NOT LESS THAN T INCHES (C MM)THICK, OR 20 MINUTE FIRE-RATED DOORS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE 40 PSF NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. O BALCONIES/DECKS WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE Ovan G. Drummond, AIA Q � cn 40 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2"TAPCON SCREWS, 6" DRAWINGS SHALL NOT BE SCALED. AR 96399 Z W oe STAIRS w ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ INSTALL SOFFITS PER FBCR R70313 AND R616. Manuel Gonzalez, AIA LU � F=- ATTIC WITH STORAGE 20 PSF (2) ROWS OF 10d NAILS AT 10 . . C/C. AR 96730 cn w O HABITABLE ATTICS 30 PSF SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). Sang-Yub Lee, PE a m 30 PSF WIND BORNE DEBRIS REGION cC z J SLEEPING ROOMS 0 w 3000 PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE 7232$ O CONCRETE UNLESS OTHERWISE INDICATED SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE C CONCRETE W D ��- F- OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE LM 0 STRENGTH MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE O z @ 28 DAYS J w Q APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL _j o 00 LU = m REINFORCING: WELDED WIRE FABRICS ALL CONFORM TO ASTM A185 PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. -' ''i U) O ALL REINFORCING BARS ASTM A615-60 60,000 PSI -J 6 LU Gl ~ w ao v ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSUM;WALLBOARD `.1 � w t � Z = POLYPROPYLENE FIBERS OR SLABS ON GRADE MINIMUM 1.5 LBS. OF PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE"X" GYP. BOARD ON ALL V ¢ ' a Z CA FIBERS PER CUBIC YARD GARAGEkCEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE > LU O CONCRETE ASTM C90-01, STANDAR WEIGHT UNITS fm=1500 PSI MORTAR TYPES 1800 PSI RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2 GYP. BOARD APPLIED TO THE GARAGE SIDE. W O •L oo E cn MASONRY CONCRETE GROUT 3000 SI CONTINUOUS MASONRY INSPECTION IS REQUIRED w p N ow zaj 0 UNITS: DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. 'T M �u O STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD = = Z a ® cu o STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ENCLOSeD ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY p i-- z SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. r ° < 0 0 5 Q WOOD BEAMS RAFTERS JOIST PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) �"'� "-' "� _� d 0 co � -- w FRAMING: F DECK: PLYWOOD C C C-D EXTERIOR or OSB --� o R00 / ¢ t- c�) cwn azC FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) GLASS LOCK Q --► 0 L a cn WALL SHEATHING: PLYW OD C-C/C-D, EXTERIOR OR OSB MORTA TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS = 0 (V w cep VERSA LAM BEAM: Fb = 900 PSI (2.OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. IJ '� ' �' c i WOOD COLUMNS: PARAL M 2.0E U.N.O. GLASS i LOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. r; to o to It w Z w BUILDI IDENTIFICATION N 0- TRUSSES: Q � WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: — O lV ~ TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPRO D NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH Ci Ow TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITI AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPE SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH = O Q BOTTOM CHORD DEAD L AD: 10 PSF 10 PSF THEIR CKGROUND. OTOTAL: 40 PSF 50 PSF STUCC C O a J WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL E RIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8 THREE COAT STUCCO sV"" U 0_ m FINISH VER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL SEE DRAWINGS FOR SPE IAL CONCENTRATED LOADS. DESIGN FOR NEW WIND LM Ov z UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOr PANELS. 44 Q cG a0. LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. ri o O CONTRAL OR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. I 1_u 3 z M: w _ WOOD FLOOR DESIGN LOADS: OUTDOOR`K�TCH NS Q cC ce TRUSSES: DEAD LOAD: 20 PSF v m LIVE LOAD: 40 PSF ALL CONSTRUCTIOWWITHIN 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 LULn z z TOTAL: 60 PSFFBC ENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR ? Q GRILLS OR COOKTOPS. ILUcC LU o M _ FOUNDATION/SITE PREPARATION: ANCHORAGE METAL AND WIRE LATH: 1 w 1. ALL METAL LA SHALL BE LAPPED 1 INCH MINIMUM. LU m O __j 1. FOOTINGS WERE DESIGNED FOR AN ALLO ABLE SOIL BEARING PRESSURE OF 2,500 PSF, 2, ALL A ACHME FOR SECURING METAL LATH WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL 2: O ~ Q FOOTING EXCAVATIONS AND SLAB SUBG DE SHALL BE COMPACTED TO A DRY DENSITY BE PLACE NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE 3 Ouj OF AT LEAST 98°k OF THE MODIFIED PRO OR MAXIMUM DRY DENSITY, DETERMINED IN TIED BET' EEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. LU O cC M D-1557.TREAT LL SOIL FOR TERMITE PROTECTION. 3. METAL D WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT # ? Q ACCORDANCE WITH AST V O OF 4D GAL ZED" R BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST Y4 INCH AND w 2.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER BENT OVER NGA E NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE Z M p ATTACHED TO LING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. LU O TO VERIFY SUCCESSFUL COMPLETION OF E PREPARATION EFFORTS. LOCATIONS 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1 " INCHES LONG HAVING A HEAD NOT LESS THAN O z FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED % INCH IN DIAMETER. s Z ca AN R STED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. ~ w Z Ln 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY,AND THAT THE MIRRORS I HALL D WHEN N EXCESS OF 9 S.F. p MIRRORS S BE ANCHORED TO STUDS H N I cn O C� COMPACTION REQUIREMENTS HAVE BEEN VIET SHALL BE MADE BY THE GEOTECH. ENGINEER. i LU LUHV.A NOTES °c THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: z LU •a n O TERMITE SPECIFICATIONS: MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION Z = D u.w �_ �L ul w w cv � cin J w SECTION R318 PROTECTION AGAINST T RMITES MOUNT ALL THERMOSTATS AT+4 0 ABOVE FLOOR. = PROTECTION HALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED J L z c5 TERMITE PRO ECT S ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE 3i 1 o PESTICIDES, BAITING SYSTEMS,AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. s En m OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE a CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. z > SECTION 202, REGISTERED TERMITICID UPON COMPLETION OF THE APPLICATION OF THE TERMITE LECTRICAL NOTES TES I LU L f PROTECTIVE TREATMENT, A CERTIFICA OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING cn O O DEPARTMENT BY THE LICENSED PEST C NTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: E DWGS. ARt DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. 0 LU = "THE BUILDING HAS RECEIVED A COMPITE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN AY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIORLU LU Uj w TERMITES. TREATMENT IS IN ACCORDA Cl WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA T THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. En w w 21M, DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." A WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL = Z V C NOTE: E CTRICAL. CODE&ALL CODES, REGULATIONS &RESTRICTIONS HAVING JURISDICTIONS. ~ 'L G 1) METHOD OF TREATMENT SHALL E APPROVED BY THE GOVERNING JURISDICTION "LIQQUID BORATE G UND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 &20 AMP OUTLETS INSTALLED m a z OR BORA-CARE" PRODUCT METH DS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT 0 DOORS, IN BAVR00MS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. M Q w O APPROVAL DATA MUST BE ON FIE WITH THE BUILDING DEPARTMENT. H Q v S KE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE)TO z z = 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED N -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO � J za PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. T LOAD SIDE OFA GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE LU En = z OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. B E ERY BACKUP SYSTEM.RS SHALL BE MULTIPL DED DETECTORS MUST BE ISIBLE "POWER ON DN RCONNECTED ICATOR" AND A EST BUTTON WITH Q A ELECTRICAL SWITCHES SHALL BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" Z ce En tD z F M EDGE OF OPENINGS. q O oE EDA WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. HU o A HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 tC LU LU C NTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND 'Q M O w S LL LOCATE METER AND PANEL AS REQUIRED. = O RIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. z } z z = EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. Z OZ I EVERY KITCHEN►FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN SUNROOM u 1 �- z O DROOM RECREATION ROOM BATHROOM GARAGE BASEMENT LAUNDRY AND OUTDOOR AREA ALL E0 b O P 5-VOLT,15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. zw � Q O - ERE ARE NO EXCEPTIONS. LU U.J X: r 1 ED LU W W r ZUwO w w r� U) w a a = L CL zZ c U F— V 8 z O ?�~ w LLJ W � ?uJ LIA W C:) F_- z Q � � w =(.7 , , zLU LLJ ,37 LLJ m � ZRIMLNUMBER 1014,1 aoow o b TO THE BEST�'MY kNOWIfH�E,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE AP%SGBIE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. August 1,2017 a B L C) A7.82 x L POOL EQUIPMENT PAD c 48"X48"X4" CONC. SLAB 3" 1 1 t ABOVE, ADJACENT GRADE. 80 -0 11 cc ~ 1 11 62'_111 I 21.011 3'-1011 I 11.011 12 -1 31-711 0 3'-2" 4'-411 ---- 241-411 96 X48 A/C PAD 3 Z t ; ABOVE GRADE �-+ O w � � ! I a tt ARL R o a_ GAS LINE TO i I o Q O - i i TANKLES GAS i I i i Ovan G. Drummond, AIA Z cn O 11 W/H I I IIB _� AR 96399 `O ;--1 Manuel Gonzalez, AIA cC30 = a C>ce- L- ----------------- -L L - T-r--------------- -- -n------- --- ------ L AR 7 cC z °e- r Sang-Yub Lee, PE O W J I 11 II I 1 72328 'LL. b 10F— 1 ii u LU o z OUTDOOR i i i 12 -211 1'-6" '-10° Ln ; 211.611 � u o rn W = m SHOWER J I = - _ ,� 00 •1 I � w � � -14" ii' 1 i ' 9 Ln o W = 11 '� L I O E'."' �. 00 o O = \ � I L-------------- --- i co -'r,. ; 2 '-' Z w V) rn N az 11 -------------- --- - lig 6" PLUMBING U � "' w � 0 1 n _ i i i ii WALL M W © V) .i 00 E J W Z� V-4 1TYP. I N 1 1 �i -- ' r' W Q M V %0 II I I t ` 1 < �' � w O in ,-� I = _ co � — 0 0 *� IIL-_-----J �� `� ii I' �n 'v _ _ Z 0- z ----- - a o Q V _ /SII I ----- �,,� 1 6� i ® � Lm LU In c LU d'u Zn _�F' I I i � I 1 i 4'_:011 i N N � � _ � L- � F- LUd � , N �' /^\ Ili �i� jj I I ( < _ vl O W = O I \v' \� t\ 21_111 5 _(111 'll1j 41_51 i < N d \\`----------- I 11 C) 3 1 = Q W o GAS LINE TO ,� i i i I i ' t° CL COOKTOP TYP. , N w � J I ------------------------------ ----------------�\ I I 1 to M I I'II I � N \\\\ i to 11.--_-..+�I C) a- m > 151_01 1 i o - i'IF - - --�- - SL-16" OPE SLAB @ 1 cc LU o o 14'-8'11 Ln I i 1/811 PER FOOT , L ' cC I ! z w 1 I I t, -----i- - - I a cc W -- r_-� -� , i I ,� =I 21-711 01 23'-61 r..r, Lj GAS LINE TO , `-- I 1 - I I --- - LI I N I 3i , � U P ��Z � � i IL_ -JI _ i _ i I DRYERi �__ -- --� I i a u� .. cn Q _ � a, I �-- , I i U F- 26Lu '-11° i 1 I 1 I (�) z W o PROVIDE ELEC. i ' 6" PLUMBING WALL I 61 _ = 11 ce m a J L ^ STUB OUTS-IN SLAB 1 ' -J ' ,� _, 1 6 M 6 PLUMBING WALT Ln LU Q i FOR ISLAND UNIT ---------- --------- i i n -- T- LLJ� <r- 0 z J I rJ L-- .,---- --I L------------- -- - -T 1�� W cW (n i � I -------� r-----� ���� I I I O \� % ' F- w ! 1�1 ZT Q SGC I I l II I � I I I I _! fV M C.) I I I p[ (_n M J L_ _� I �� I I I I I I I O I LU �`------1 ---- --J �\� I I `\ 1 ��� I I I I I _' I �I/ I L cG - I �� I I I Ln I I � � W l O F- M t_ 1 I 11 �;-- ------J t------I-_ �I�-/�1 .....f O r � ' x � 3 '�C V a o z 1 11 I 9 -1cd ---- �� I I ILU ci 1 ------------- - _ �m UJ , U CM 0 4'-711 3'-211 i VERIFY IN FIELD W/ TOLL a, L I- o, _ 1 ----- -- - ----- ---- --- -- --- s--- 1 I I a = z �, I I BROTHERS P.M. LLJ u 1 11 2 - 1- 31-51" 1 -11 FL04R I I I 1 11I ' Li 1 II OUTLET I 2 - 8 3 22m � mLU ( I �, I A o � X � A _ _ L U W a o o - - - - - - - - - - - - - — - - - - - - - - - - - - M - - - - - - � - - 21.811- x'=1-0 - - - - - - - - A7.82 �"� LU = Q Z Z W I ------- ----i' 1 Ln -J cn A7.82 1 O (n J W r, ,---- -r------------�\ 1 al LU LU W 74 M I W z 1 PAVERS I ---------- U) �- n -71' � � 1 Q a ce m -7 - STEMWALL C7 >= cC w z o J 1 I ;--i i '�' i � wz E H-+ 0 � � X—I -�11ZGN *� J cn 1 d 0 W Z U) N ' j `------------- x L ( LU I cn W z -UJI 1 11 I I I 4'-11" �' p•�, " i i L i t N J OCG 0 0 I I I I 9- Tj LU O N UJIr' o � _ FINISHED FLOOR ; ; 1 ; 10'-411 141-1011 a o O ^ r-+ Z L o Q w 0 ZD L W 11 PAVER 1 � a .� m NOTE: FIN. FLOOR TO BE 18 STEMWLLJ (D A i 90 I En b-4 _j a i W MIN. ABOVE CROWN OF ROAD ' ---- ------------------------------J E, - UJ cn = 1 I I = STEP I W o 0 31_011 21_8 i 9' 011 i i I w 0 cC En Ln '" I I - _ cQL9Z N j I I I _ [V QO O D g -1411 ^ I I I I al a LU in pG LO LLJO I I I I I I 11 I I - i V = 0 W ,� I ( I 1 1 \�\N J ' I I I I I I I i 00 �--+ W F- -,- I I I 'r'- I I I I I I Z O W -- -- - ------- ------ L--1 ---L-1------- - ----I --1 r--�1-- --1 r----- - u-----1 r---- -- ----1 r---J 1 iCY� .-r W F- w J L I z z0 T.O. PAD HB GAS LINE TO I T.0.11PAD TYP. OF 2) s'"� z B.F.F. TYR OF 2 FIREPLACE 0 -0 ELEV. o b o e PRE-PLUMB FOR FUTURE I .�. a � � 1'-0" BARBEQUE 10" 10° C) W � GAS LINE FOR AREA 11 - z x FUTURE 8 -8 Ld a BARBEQUE AREA 1 11 451-211 1 10'-411 14'-10" IW Z W U z 9'-8 ILD W to 1� 00 0 801-0" 1 µ, z z :3= = zUj NOTE . STEMWALL FOUNDATION L9 t=; -W A7.82 W m p In z ). Z LU DATION PLAN NOTE. FIELD VERIFY ALL GAS ADDITIONAL NOTES, SCHEDULES, & DETAILSLU ca FO U N tf I O ._, "' W LINE LOCATIONS PRIOR TO POURING SLAB CAN BE FOUND ON THE A1.N SHEET. zJ E� ' z J U_ 1014.0 � 0 0 U_ SCALE: 1/4" = 1'-0" COASTAL FSERIALNUMBER QUF- O TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH INE APPLICABLE MINIMUM BUILDING SLAB LAYOUT NOTES ■ CODE IN EFFE r AS OF DATE OF ci August1,017�nON BELOW. U � 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. 4-0 OF P4 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS a �,a E! <� 1 m 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE1 4 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. 9 INDICATES DOOR OPENING " 00 AR z � zOvan G. Drummond, AIA En 0 � _ AR 96399 Ly ce F- Manuel Gonzalez, AIA � a cx: AR 96730 oG z °° Sang-Yub Lee, PE Ow w 72328 w 0 W � � z w = a w p W �-- :Lj 06 zs = f- ¢ `�' N >1 Z U J �/1 � I C cc > rj n LLJw z W O w L N o O > O (— • � M ° u- - v tL wQz Z a J c W � 0 � W tai's U � � CO O U ui z L.J.. ® � ai Ln O Q < - o69 LL, = o W.W.M. PLACED IN UPPER Q = , o N <1/3 OF SLAB OR FIBERMESH J Q U z z REINF. PER PLAN C) LU Q �p 0 0 0 1/8" (MIN.) SAWCUT x 1/4 OF N cL u, U J SLAB THICKNESS SEE FOUNDATION PLAN FOR LOCATION 0 � o Zn 0 O a v L"i =a- ------ ----• SIM j ffiw^+Y LLJ C) {{f ` w- 90c: � LU Ut~LLU m ce z SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 Lu U'j a TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, LU AS CONCRETE ALLOWS WITHOUT RAVELING cOCZw ` 00 4 > LU ME W 1 SAW CUT DETAIL y ? zLU O cy-1 A�.NSCALE: 1/4",= I'-W' � dO LU b U , � Q Q >< U W � : LU ° � U C) F- LoEn 'Q z = z WW m CID w W N J � Waoo U o LLj LU ui Uj LU Q � ^ 0ca1 L7 Ce w Z C) :> a 3:: En O I Qui _ En W o z FRONT WA L OF GARAGE ...._... t 1LU = U w O a i �-- z W PROVIDE 11/2" D x 5" W ='� m ce a z RECESS AT GARAGE DOOR O Wa > � O z z = o PROVIDE 4 /2" D x 8" W RECESS W Q ¢ SLAB RECE S 1 rn IN SLAB I W LU -a "' z BRICK PAV RS 4 1/ " J M GAR. /, Z Q Z 0 0 W FIN. FLR. _... GARAGE o � � � LU = o °---- DOOR -e--- L.n a:°FL SLABC]U" w =U- Zn .9 ca . _ RECESS � dS W = o ce- a. WALL PER - LLS MWz oU- PLAN z� En C) FOUNDATION PER STRUCTU ZAL rLU Q zwEn lU aoZ � wawa ;Cn z X: > .......... .A Z Ld '(� LU i z Q _. ... . .__... W zw or-2 ' SECTION AT GARAGE DOORS Z � v' w z a =A1.N SCALE: 1/4"= 1'-0° Z uj z ;0 OE �---I Z ? H (n co I (n m i= Q oo = UjLU M� L-2 LU m 1 W -- � 6 JC aO C�C S E R1 A L ; I f i B :R 1014.0 i i TO TIE OW OF W IDIDIIAMCE,THE 013Wt11 OW=ON Tw i DRAM COMPLO WIN TIE A"Lr- lE MUM"R nom OWE N W=AS OF DATE OF CE4tD'MAMN BMW. August 30,2017 o B A7.82 CL a c 80'-0" •1 O 12'_111 62'_111 2'-011 31-1011 111.111 31.011 141.611 20'_8/11 141.511 1 0 1 -011 ' EQL IP. �� Ovan G. Drummond, AIA Z o I �� � E TANKLESS GAS I I AR 96399 z0� I N� �y� , WATER HEATER I , , Manuel Gonzalez, AIA w � 1=— O �s I O I I OA I HB AR 96730 Ln w 0 _ % L_— `� ' Javier Hernandez, AIA r::::::: •::::.................•r:s::::•:::::a::::v:::::e•:::::::::.:::::::::::::.::::::::::....................�::::•::::::: :n:::.:::::::::::::::::::::::.::::::r::::::::::::e:•s::::::::::::::s:::::::�:. c.::::::::•::::::::::::::::::::::.:�::::�:::::::.:�::•:.:�::.:::::::::::::::..:::::::::::::•:.::� •:::::::::.::::::::::::::::::::::::::.:::.::.::::.::.z::::.v::.::::::::::::::::::::.:�:.::::.::�:::::::•......�...�: •::::::::::::•::::::::::::::.c:::::::::.I. •: : 11-- — :::.:.::::.:: ...................................................... ............................ ........................................................................... ..................... ....... .. � a o w z 0° -- - - - FLAT SOFFIT-- _ -T-r— =rr n - :....... LU Uj , :. _ __ _ _ _ Sa g Yub Lee, PE o W.I C. N -------------- LL' O I i0 1 n -' to I I I I I M o t- ::: 10'-0" CLG. - r ' ' ' ' 72328 W 1 I 11__ _LL_ � �-{ CL 0 r 1 11 1 11 1 11 1 11_ Uj 0 Z I OUTDOOR 19 -5 8 -5 7 -5 , 4 -4 211-011 01 w m I SHOWER 6" I I '� 5 MASTER `_° 1 SHOWE 6" ,l,i 6" i i I I - ,,, o rn oI - I O I N ICHE �I -11-- —LL— 0 _� ~ LLA 0 0 I o BATH I o gIW I I o a� 1 10 11 ,—I I 1 n 01 QI> �T-- —rr—J QO O ® E' + 00 10'-0" CLG. to I I I I ,� z = 1 M FLAT SOFFIT BOTT. @ (D I LINE OF 2 x Z ¢ Ch ¢ I 91-411 I o I K i¢ 2 i i i i r t ¢ `�' >' I II 1 11 1 11 1 If V 1 c W 3 zo I I 13 -4 6 -1 I 8 - 7 -5 I 8'-811 oiw I Alf. 11-- —LL— _ � w N M J W Z =_, ,� MASTER BEDROOM 1 20 0 ;� , ,.,lCO ce o I , , , , 4,11 M o 1„ L ,,, �- o 0 f - I ,� 9'-4" TO 101.011 I I 1 11Ln I I I I �, JIB Ln I „oi 1'-1/ 20 I !-i--------------- I I I I — ¢ w uIA - cn 0 ,� ( ,1 COFFER CLG. FLAT SO FIT It ,L ;.; 11_ L _ U_ w = v g I i BOTT. 8 -8 LU Z Ir^•1 21_011 _ % `` / 4'-311 61-511 131-811 _ I w In V c 060 m :::• U V) rl� TYP N W oO�C Z I � I to h" / 61_111 1 31_0(1 �;, Q E 0 � ¢ J L 1 3a � I o I o',� // / �o d. 8M 811 6 _ I I J = � o N >- z I '_711 71.611 I ti 1p,, 1 LINE OF v o :. Z w – –– V / - 1 M co I I 2f4D. FLR. mi `° ce F-1 o O 31_211 4,_411 GAT•::: 0 LU 0 �%'� LINE TO "q' 8 / F.IL K/S I W I.C. N i I ASV. Q a N CLQ. z a M o COOKTOP ��1 ,, /// 9 -- - 1 11 10'- " CLG. WI 0 0 % / /.. 16�'_gl' 31-811 41-411 , O /,g �iPALINE , ,� = I - _____ _____ Q LAN RY THREE CAR 0 J N w MI M A -------- - o �/ h 10'-0" CLG. �`- '—4- irkTO DRYER GARAGE w o I O GAS COOKTOP 4G�l. >,, 4 0o SHELF - 'GAS PRbVIDE 1 1-211 10'-0" CLG. of O r' oc v z I 1 F� co A3.N ABV. o I )RYF, ®I BQOSTER ,T'-1 Zi� 6" CO ¢ a I u' 201_811 41_811 , 4'-4" 6'-9" oo CRAP€ FA ;� 231_011 J� 0 o cn _ 1 t , 611 SINK � 611 /�� LT ; = STEPSLu c5 % 1= - 1 I r, I> ' HAL I° DROP 1 \ _ z z o = I O ° ° D.W. Im - i = 0'-0" C G. 21 ZON4 -- i CONTINUOUS HANDRAIL i �� 1,r, F BREAKFAST - a _ @ 36 ABV. NOSING I vii 0 z r' AREA o �______� ( REF., {Ad f LU Q �' �1 12'-0" CLG. - Oo 111SPAE 1 FLAT SOFFIT"40"X10" IR MT i 1 "' U-I z'o III , I tt BOTT. @ 9'-0" JUMPER 6" 42" HIGH RAILING W/ I 1 z W o I 91.1M 1_ 11 III 1_' II 1_ 1 I I 1_ It 1 11 d ® I II PICKETS SPACED TO Uj 7 - -- �4� - - -- 2 4 4 4 6 9 6 y9 3 -5 REJECT A 4" DIA. SPHERE , I ��.... N o o - - - Ln Ln o HALL PWDR RM. I I �1ca _ - ---------------- ... Ln :: - _ o� 0 = I KITCHEN _ - FLAT O 10 -0 CLG. 10 -0 CLG. I :.: � w Q LL. _ 12'-0" CLG. I z 5 :•:•:.........:..:.:.:.....:...:....._....... � > z J 0 C�4 / ORAG i o N BOX BEAM TO 1 M A M a 4 i� 1 11;:1 0 ° p l i i i I I i, l 1- - -R& SH ~ LU C4 b M COLUMN WIDTH .�,, �/ N OAK = I W.I.C. z _ V < 1: Q a o TYP. I .:: :.:: .:::<::•::•;:• = 3.N " H ° II II ' I i i i . i �' STAIR "' 101_011 CLG. �r W F— O cG � _ - 4 1L--11_11__it__� — i 1 ,� , II _1 I 11 II 1 M_I :� d O `c 1 (LINE 0= F 00 N _ - - - - - - /JQ,� TWO STORY 6 -N I - 2 3 -8 Ln _ w Uj Q LU V = m � o =N i N - I (ABOVE - HALL � ,�'' FOYER M 1 y \122 6 � V - M \ ::::: 1 11 - 1 II % 20' " _, 1, 5" o n o I ::;; 1 -3 _ -1 I I o 12 -0 CLG. 121. 1,1 - C FFE ED CLG. 6" ©511 5 Q I _ :••. W 1 1 I It 1 It I 11 1 11 t 11 1 11 1 11 1 11 1 II N m Z Z o 811 25 �� 8' 2 -11 4 -4 2 -6 7 -9 3 -7 4 -6 3 -11 _ 5 - 5 -4 9 -5 LU ''� 1 o - ca - o 9 �-+ :::':":I 41.711 31.211 ( I � .I I �' LINE OF 2ND. FLR. ABV. ' I �9'' BOTT. @ 8'-0"—� I M ^ BATH 2 "' w -2'� - 5'-�- - -3'=1L" - -5=7" - —3--?1„ _I I "' - - - - - - -0"SLG_ _ _ A U 0 LU 3 Z . , 3 0 cn A7.82 I I m I :::........... . ..:.•:.;;:•;�• :•::•;:•;:•:::;::::::•::•;:•;:•;:•;:•::•:•;: A7.82 w ¢ j , O cn 21 w 1 WOOD DECK ON =C�l -- - ;;•:; - - z ' M � 0 1 PAVERS - '�' _ , ,—I W i m ¢ a m PER GRADE I = -6 I M oo I I I Qo FLAT SOFFIT BOTT. @ 10'-8" _ MT o N GREAT ROOM 15 ' z O p 3 I N I 12'-0" TO 121-8" I I`o / BEDROOM 2 ^ t 3 `" w = a I 1 COFFER CLG. I I - -- - - _ _ _ __ 1 Z - MT I 121- ' I I� DINING ROOM , / , RY 10- CLG. �;, �C a LUW cn cV I 1_ 11 1 1_ 11 1_ 11 1 1, M /11 - = ..�...W... 1 11 I - 112 0 I l o I 12 0 TO 12 8 1 21.011 6, _ , , AO ,•• O I Z v N 10 6 1 o I I I m I COFFER CLG. �o / '-1 En 5'-5' gg ;.;.: COVERED LANAI I 17'-2" I I I I 131.011 1 TYP 1 11 13=6 --- 13'-10" ' 0 ¢ w 0 �I 121.011 CLG. 11 a, 6" _ 611 T-I O vi¢ v LL.I I 2 I I I I 1 I I 16 ;:_•: W00 ECK ON ,,, z = Z 0 1 I A3.N I I I I �; I I PAVERS C7 J 1 u 11 1 n 1 u I t 11 cn I-I a "' - - I u- - 14-0 7 4 12 4 cn 54 66 5 I LU �I w w �v' 12" X 1211 g l o :`: 21_611 I I (7 I I ;-1 S U DY I -- STEP COLUMN 1 _ I I I I 12'-8" 1 It ' I 10'-0 T010'8" 1 F _ I I PORTICO 0 0 w (TYP. OF 2) 1 TYP L - - FIREPLACE ;o -- J I I 1 12'-0' 1 �-+ COF ER CLG. � I I 10'-0" CLG. I _ 3 I — ,- I I 1 11 �� N I I I N W :•::; :: [M TY 101_011 LF) � cnLn w I 0 1 S':. M H ::.•r:::{::.:::�f.�_r:::::::.�.::::• .:_.t.�:ii;::.:'•::::.:'�'•::�..:::::::::.�.. .:::::::.::::c.} .......................r:.i:•Eii:•i:•i:{itr •• .::::::::.:::r:.:;�.;:�.�.�:.�:.:�.:�._.:•:.ii::::::r;:::::::.::•ii::•i:•:;?rit�:•:::::::::::: Ln g z zo N 6'-0" HIGH O I� HB GAS LINE TO I ® I OF I a I O P. DECO COLUMN FLAT SOFFIT, t-1 CL `n oz PRIVACY I FIREPLACE , , , SEE ELEVATIONS FOR TYP. o � p p GAS LINE FOR WALL DETAILS M o Z FUTURE BARBEQUE ( I I 1 I cn ce W ¢ AREA , I I I I 11 u w o � > PRE-PLUMB FOR 1_ 11 81.811 3.211 11'-10" 9'-6" 9'-711 I 71.811 10 131.211 10 x w 0 Z FUTURE BARBEQUE au W w U_ AREA 91.811 451-211 10'-411 141.1011 Uj Z l V 0 801.011 1 � W � I � En W aw3 � Q Cl. _ = 00 B z O w 3 v�'m A7.82 O w Z LU o = FIRST FLOOR PLANUj Uj co W " _ '- " COASTAL ADDITIONAL NOTES, SCHEDULES & DETAILS = 0 w m SCALE: 1/4 1 0 o o U CAN BE FOUND ON THE AM SHEET. U_ a f SERIAL NUMBER 1014.0 I TO THEDRAW= 0 UESMY WWL®C.F TIED NA KININIM RM IW THIS DMMIBIG COfIWLlnS IFI THE IIPPlbpN1ElOID1NM M�i6 OW 11 W=AS OF QM OF C00@=T=BUM. B August 30,2017 O A7.82 ani a aI 77'-2" O 12'_1" 55'-3" I i,_9n 8,_1n 0" 111_31' 17'-1" 9'-10" 4-6" 131_211 7'_31' 10le 01 " O I I I Ovan G. Drummond, AIA Q -AAR 96399 to (� I I I I I Manuel Gonzalez, AIA M V). pC BATH 4 ' ' BATH 3 ' AR 96730 -- LU � � ( © 9'-0" CLG. I O I © I 9._0.. CLG. Javier Hernandez, AIA � ' 0 -- -- - ch LU AR 98560 cC z °o 0O — ---- -- - - - -- �; - Sang-Yub Lee, PE c I I NICHE I i'- 1 5" ' NICHE 5�_ 12'-2" I sN 7232s \ 10 , w LU a I I 42" HIGH RAILING W/ I I In Ln O BONUS - -- Ln I n 20 LLJ C:) rn IU I I PICKETS SPACED TO E 3-0 o •-� 00 o I REJECT A 4" DIA. SPHERE I ROOM 11 it ® I ` a� a ^ W I - — n I f� I� - - - �— - - - Q 4-1 a = COVERED I 9 -o CLG. BEDROOM 4 N 1C�o&if 10, 00 Z I BALCONY = 9 -0 CLG. = n z o O = 13 o BEDROOM 3 18 WALL W/ I �` V) 3 I 0 9'-0" CLG. r' :-� _ ' n " �,, > coo o- :. � w z M -4 I 13'_9" 6 5'-8" 20 N 9 -0 CLG. 18 SLING i DECQ COLUMN TYP. o ,,, �. N E O h o ; i I ' I SEE ELEVATIONS u 0 o r' I I _ ,_51' 2,-7„ i_5„ 13�_6n , 5'_8.. 12._8.. 3'_0° I _ < U1 V1 N o r, V FOR DETAILS -- U- - a� E zfa o \U Ln � Q v � oo 0 � 3o I I �' W.I.C. - - -- - --- � In L mom 'V No Q I I SLOPE �"' OE I 0 CLG. N SLOPE \ I ( o Q E I- o6 H _ 12 1 PER FOOT I I Q E d' d S a o I I — I X _ _ I I - a Q 0 N � Z z I I -1 I 18'-4" 4'-9" E I I ` J � o = Q W I I n ' " ,_ " N I I I Q tD ~. o o I I 14-1 - 4 16 6" c I I Q c3 C14cl- w � 12 ' Ln = Z Q -' - R H O &S N U. � GAME ROOM COVEREDr 0 o , 9'-0° CLG. _ _4 BALCONY v m �� LOFT _ 9'-0" CLG. I I ; LU 0 cn �� n I - oo "v, 9 -0 CLG. FLAT SOFFIT o •-+ MT 13 I I `'�' ' I I n Z o \` ED L. 3'-10" 9'-1" BOTT @ 8'-0" 23'-2" 8'-71' I I �,;, d' CONTINUOUS 6" z ,0O 12 HANDRAIL @ 36" o (j LL42" HIGH RAILING W/ PICKETS , � I O__ '-' SPACED TO REJECT A 4" DIA. Ckn o ABV. NOSING I - W� c ATTiC ��, :: 81.71' _ UP_ 2�_6n 1'_2n 6" I SPHERE A7.82 a ,�, ACCESS I I ' z w , � :;.: ------- 6_On 9'_6 2.' 3,_9„ 91.21' E I Ln 42" HIGH RAILING W/ ce-m Q > ------- DN u, i ::: 0 =N IFLAT SOFFIT, PICKETS SPACED TO Uj \A ' - -- -- :� .._.� I `° 8� I I TYP. . REJECT A 4" DIA. SPHERE Q O Q A . # FLAT SOFFIT -- - - - - w J ::. N � PROVIDE 12" MIN. ---- -- - -- -- -- - - - ---- :.. ---- - __---= ___ - - > Z O o --- CLEARANCE FOR I I I I I I - I s , �"'� J O I I I I i i i i i �' � O ! I o b _ a CONVENTIONAL SLOPE cc4b 1 A . # 1 O w i I I le I i I I I I I ,i i G _ a o FRAMING , I I I I I -� i 2-6 36 HIGH , c tJJ ::. Coe o Z -T I KNEEWALL I w ; V ::::::. ..... ................... .............................................................. ......................... ................. , o I MECH / STORAGE N e,IAI,I `� I V Lu o 0 I 1 UNFINISHED ,21'-1" n _ I 'Q m Z 3 ;a I I SLOPE CLG. 20 -5 _ 16 © _' I =, -, C w J I I CONTINUOUS " II co ( o 0 _ HANDRAIL @ 36 CRICKET AS 6 13'-6nM N ROOF LOW I .� ( w w a o o LU q "' I I ABV. NOSING REQUIRED. I I _ ^�' A o - �- - - - - - - H 3 ; z n o n W A7.82 - - - N - - - - - - -f-- -r- - - - - - - - - - - - - - - - - - \ - OPEN T - , �O'' G - - - - - - - I A7.82 W Iz w Z o FOYER BE OW — Z mLLI \201-511TO 211-111CD o > 3 I J0 F— - -- G 3 LU s v I I pwzx Ly Env' I G I � ; (nw0Z ( g ( o � ZW � I `D � 9ce I �.' I C � cu w z I I p oaQ � I I I I 0 LU Z J Z I F BELOW Q I R00 LUw = I - -- - -- - - - -- - -- � WINO ce'e !2 (D 0 unj I I I I I t2 I I I I L.f') � W LU OLL. N Z~ w O --- -- - -------- ------------------ — ------------------ I ---- -- --------- L—L_ --- - - - - - - - --- --�—i L 1 0Zu' r� Z 0 MO 10" aE � Q I 7'-3" O ��- aWQ M W o Z I 4' 6I_0n 41_3" 9�_8n 8'_111 Z Q Uj z W a 12'-1" 14'-1" 18'-9" 14'-6" 17'-9" o' cA ,� 77'-2" I O Q w 3' r! 0 C Z ~ Z0 /GE'--' J cn B Q � � Nam A7.82 = E�' O LU SECOND FLOOR PLA Ly Z Q Uj w CO v SCALE: 1 4" = 1'-0" COASTAL w Qoo [SERIAL NUMBER 1014.0 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. fl- WINDOW TAG August 1,2017 �. STAIR RAILING AND �WINDOW CALL-OUT WINDOW SCHEDULE CST 2"HIGH RAILI HANDRAIL GUARD RAILING NOTE TYPE R.O. REMARKS 2x12 WD. CARRIAGE WITH BALLUST DES SPACED O TO REJECT 4"S ERE SIZE o (3 REQ'D ) a STAIR RAILING AND STAIR GUARD RAILING A SINGLE HUNG 3052 36" X 62" EGRESS / LOW - E / VINYL B NOT USED SHALL BE CONSTRUCTED TO WITHSTAND A d 11 Q CONCENTRATED LOAD OF 200 POUNDS APPLIED _ AT ANY POINT ALONG THE RAIL IN ANY - C FIXED GLASS 32" X 16" LOW E / VINYL 11'-4 3 4" D SINGLE HUNG 3 3052 108" X 62" EGRESS / LOW - E / VINYL DIRECTION. IT MUST ALSO WITHSTAND A / _ ( ) UNIFORM LOAD, NOT CONCURRENTLY WITH THE SECOND FLOOR E SINGLE HUNG 2052 24" X 62" LOW - E / VINYL o CONCENTRATED LOAD OF 50 POUNDS PER „ 0 - Z zARC o LINEAR FOOT APPLIED ALONG THE RAIL IN ANY '; F SINGLE HUNG (2) 3052 72 X 62 EGRESS / LOW - E / VINYL Q DIRECTION. INTERMEDIATE RAILS AND POSTS NOTE*18 RISERS @ 7 5/8" c i _ 10" G FIXED GLASS 24" X 50" LOW-E / VINYL Ovan G. Drummond, AIA z W AR 96399 w (IN-FILL) SHALL WITHSTAND A HORIZONTAL 17 TREADS @ 10 I 1" NOSING TYP: H SINGLE HUNG 2042 24" X 50" LOW - E / VINYL / TEMP Manuel Gonzalez, AIA cC *ACTUAL STAIR RISERS cn w o LOAD OF 200 POUNDS APPLIED AGAINST ANY 2x WD AR 96730 z CieO° ONE SQUARE FOOT AREA, NOT CONCURRENTLY TO BE VERIVIED BY TREADS ' 1 L SINGLE HUNG 2842 32" X 50" LOW - E / VINYL / FROSTED Sang-Yub Lee, PE 72328 o w CONTRACTOR IN THE FIELD M SINGLE HUNG 3042 36" X 50" LOW - E / VINYL U_ WITH OTHER LOADS. Ln o o (NOMINAL) w TYPICAL6p N FIXED GLASS 36" Ljj X 16" LOW - E / VINYL aO � z U _ ry -� W Q HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN n, o rn 00 > �_- o OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT GREATER THAN W O O DOOR TAG '� o � ,; 2". IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A _ DOOR SCHEDULE © � 00 Z = DOOR CALL OUT - z � PERIMETER DIMENSION OF AT LEAST 4 AND NOT GREATER THAN 0'-0" FIN. FLR. Uj (n N `t Z 6-1/4" WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2x4 STUD WD. TYPE SIZE REMARKS �"� CA o^ � o o FIRST FLOOR STORAG > o "I > 2-1/4 . EDGE SHALL HAVE A MINIMUM RADIUS OR 0.01 INCH. WALLS NAILER W o V) L N q I W o 1 THERMA TRU INSUL. ENTRY DOOR 3'-0" X 8'-011 J U_ Uj w o 2 O.H. METAL GARAGE DOOR 8'-0" X 7'-0" DESIGNER GARAGE DOOR Z = Z a -� _ � 1 3 O.H. METAL GARAGE DOOR 16'-0" X 7'-0" DESIGNER GARAGE DOOR U i Ln U C o CO TAI R D ETAI L a L M o c- LUQ 11 4 2 -8 X8 -0 LL ® p co 06 - Uj� w z SCALE 1/4 =1 -0 DOOR SELF CLOSING, SOLID NOT LESS THAN ,� � L 12 L9 z A3.N 13J8 THICK OR 20 - MINUTE FIRE - RATED < _ o o N a o 5 HOLLOW CORE DOOR 21-411 X 81-011 IJ < v = a W 6 HOLLOW CORE DOOR 2'-6" X 8'-0" J < rn cc 7 HOLLOW CORE DOOR 2'-8" X 8'-0" Vin Uj N °" o z a 8 HOLLOW CORE DOOR (2) 2'-4" X 8'-0" 0 9 HOLLOW CORE DOOR 1'-6" X 8'-011 U_ CE o 1 10 SLIDING GLASS POCKET DOOR 121-011 X 81-011 EXTERIOR/ TEMPERED - c °.-° 2ND FIN FLR. j 2 o8 z FLOOR TRUSSES BY ENGINE 11 HOLLOW CORE DOOR 2'-4" X 6'-8" 0 0 12 HOLLOW CORE DOOR 2'-8" X 6'-8" INSULATED ,- t { a � w 13 FRENCH DOOR (2) 2'-611 X 6'-8" EXTERIOR / TEMPERED ;...... V w `o 14 HOLLOW CORE BI-PASS DOOR 6'-0" X 6'-8" .1LU o Z TOP OF MANTLE cc '� TO BE 60 A.F.F. _ = or- LU o CABINETS AND 15 FRENCH DOOR 2 -8 X 81-011 TEMPERED ; a , PPLIANCES ARE FOR" 16 HOLLOW CORE DOOR (2) 2'-6" X 6'-811 z W _ REFERENCE ONLY m a > o a; 17 NOT USED LU 00 'Q o = ? 18 NOT USED , �, Z J U_ o ccn - 19 HOLLOW CORE DOOR 2'-8" X 4'-8" 2' ABV. 2ND FIN. FL. j j I y oC 20 HOLLOW CORE POCKET DOOR 2t-611 X $ 0 I U C Q Q � �: QST FIN FLR. ; w E-- O a 21 HOLLOW CORE POCKET DOOR 2'-8" X $'-0" X Q U Q cc FIXED GLASS U j a O o FIRE PLACE DESIGN FOR PER PLAN MASTER BATH 22 SHOWER GLASS BI-PASS DOOR 5'-0" X 6'-8" TEMPERED = U = LU m U REFERENCE ONLY I !4 V) I NN, cnOL LU W z 2 FIREPLA EK3 ' MASTER BATH DETAIL INSULATION SCHEDULE oo N m 0° w 11 1 11 SCALE 1/4"=11-0" W f M o ; 0­1 SCALE 1/4 =1 -0 A3.N LOCATION TYPE R-VALUE U.N.O. W IQz = o w A CEILING @ LIVING AREA FIBERGLASS 38 U z � oz -5 � EXTERIOR WD. FRAME WALLS FIBERGLASS 19 Z W a � � � WALLS TO LIVING AREA FIBERGLASS 11 cn o C7 cc w zLUco ~ 00 5/11 Q cn p a, ( 1 , o W con SHINGLE `� LU w zo , _ SIDING c.. c� CC - to ( ^�� ce G 21,x411 (\V a O WW z 1/2 SHEATHING O vai'a o 1"x4" TRIM 14a 14a W z 14a A5.2.81 c„ ..-1 � a A5.2.81 Ce o � z A5.2.81 4" TRIM 4"x4" 4" TRIM 4" 4" POST °C Z Z 1 POST t2 (n i7iAl 11 WOOD POST CA{ ABOVE. - C) 3/2 w o H- v o N `„LLJ 2"x411 ¢ W = __ - V116-6 c» ,� � w A M 'w o U_ (n INT. EXT. 1 .. . __ ...... - _ o zOU.1 w = O - w ........ ._ ... ..... - �' Ln .......... Z ~ _ _ _ o �` PLAN S . I z O z = _ . = .._._........._._ i-+ a- O �W o CM) 4"x4" _ b " TRIM U z oc O POST LU W o z 4" TRIM A B �.._ w Uj U_ z a O O �LLI zUWp w iQ Ce ' Q W LU w /" 41.51, '/2 11 Z ,;:: Zcn z= zo v w [1_011 fi: a ^ 5 }a 1-, W _ 4 ENCLOSURE PLAN PLAN VIEW 'o I— Uj '� m W A3.N SCALE 1/211=11.0" � o cU q l• � U_ rl-TRIAL NUM F 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEi D ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ELEVATION NOTES CDDE IN EFFECT AS OF DATE OFCERTIFlCATIDN BELOW. August 1,2017 L 0 PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM ca FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 9 11 3 cu 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED METAL ROOF Q 5.2.8 5.2.8 !L2.8 " • � OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING m MEAN ROOF HEIGHT ,& �' CRICKET "CORAL-LIGHT" OR EQUAL PRE-FINISHED P FOAM APPLICATIONS SHALL BE INSTALLED AS PER ITO EACH ELEVATION 3 3. MANUFACTURER SPECS. U.N.O. ! PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF HEEL 0 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND = - _ _ _ " _ _ - _ _ ' _ _ _ _T _ _ A — NOTE: z zo IINSTALLED AS PER MANUFACTURER SPECS. HARDBOARD SOFFIT L TRIM WORK FINISHES SHALL WRAP ALL OPENINGS _ — _ ___.__ Ovan . D ummo , AIA LU 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE z cn w - _ ! 4��.. .WARr96399n p = I — ......... I .. .... . I Manuel Gonzalez, AIA cWn w ~o OPENING t ...__.... _{ _ __ �____ AR 96730 a- oc METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 2 I ..___ , Sang Lee, PE m p W J 72328 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON 5.2.8ce O o o ALUMINUM �� W LU Z THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, �, - -. _ - co W = ¢ 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE _ _ _ _ - .j N _ O Ol ;� l Ln w E-- o ARCHITECT/DESIGNER ___._ _._ �_ _ _.__ I �. . l Lw p '� o ; THE BUILDER SHALL BE RESPONSIBLE TO SET AMEETING - - - - _ - - _ _ _ _ _ N _ T P F HEEL _ _ _ _ 2nd FIN. FLR. �* ® � ' oo = - WITH THE SUB-CONTRACTOR/ MANUFACTURER AND - - - - - - - - - Q = _______ _ _______--- TOP F PLATE U rn - - - - - - - - — - - — >, 8. THE ARCHITECT/DESIGNER IN WHICH ALL 1 -4 - _ _ _ _ o .. ........ ..... ... ...... .... ....... ......_. M� W � p � � _1 .... _. ........ ........ ` 1 � w z ARCHITECTURAL APPLICATIONS WILL BE COORDINATED ` 47 O Q o W o AND APPROVED PRIOR TO INSTALLATION I C { -� - .................................................. _ �"' u° I I _.... . o ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING ( { - ... `� HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. _ 9. 1 _ _ w _ _. _ m .............. _ ...� o , L v m uWo 0 1 f E i 5. .8 _� Q0 �, o Ln V Q t"1 I E rl E u, a I f . 1 �, a o ,� ¢ „d,, .+ OL i Ll J CL U W Z I ' I' Z O N �- zz ... kD . _ _ GC I _....__ N W J FIN. FLR. ! i I ..._ ...... . _ _ FINAR. - - -:3IRV = C) I . , ,.....•. • . .. :,.. . a o Lj L-1- L-7 I I L-1 Ll I I Lj L-1 Li Lj Cj W 1X3 BOAR6L C3 Li— a- m 10 AND BATT q N 2 � ' w 0 En 5.2.8 C) Q U z0 5.2.8 z W LU CL.- cn re LU LU U U_ Ca LiAILij W c a FRONT ELEVATION = W a .... SCALE: 1/4" = 1'-0" COASTAL Z W j 3 co < >- a � a JOaQ xi ' W �- w En ROOFI G PER f > Z —� U_ H Q 0 0 CONT CT (TYP.) I— LLI 1 a o b ` C ( w F- U �[ s O cC W I cC p w �' O i Ca cn 12 i Q z � LU vi I o J cn o c� W .2. 5 8 aC cn z -r- - m f Z — — — — — — — — — — — — — — — — LUCa W TOP F HE - - - - - -� - - - N m W F� 3 — — � p � _ _� W ...................... ... _.... c+n O (n J w Z W w -- I z � _ ... ...... .. _. _ 41T oo ; _ _ cn o a � m ._ . ... .. c� oc w NOTE: I _ z _ o HARDBOARD SOFFIT FLASHING I I _...__._. ......... bo z -____-____. _ _ - _ d- .__ � zUcn I ^ ......_ ..... _..._.......... . ...... _ _ ..a `z" cn _..... ......................................... .... ................................... ... = o w o I __.__________MM ....................... ..... ..................................... ....................................................... ____ - - _ TOP F HEEL cn W Z _ _ d t i dJ t.9 a z ........ ...... .... .. ....... 0o cc LA- z 2n FIN. FLR._ _ O PjE _ O W 0 _ r — - - - - - - - - Z Z Ujtzcn 1 4 W ffic!icnO I 1: ce cn ..... _ o ''� z ,z _ 7 I o { LU 0 5.2.8 _ cn — o a �� QD pu. cn { 1 M _ 5.2r3 .8 z zLn I C) U=3 0 z w FIN. FLR. _ _ F "M FIN. 10 � ac �— - _ f— f. .. i. I Q a 17 17 mv WWoz ��— N w U 10 LU LU zgoQ o 00 LU CD m LO 20 _ SfQ w ( �0 (n RIGHT ELEVATION z W SCALE: 1/4" = 1'-0" COASTAL O oC _ tx,� 1 U_ JOoU-: rb Q V H O r ,RIA NUE BER 1014.0 TO THE BEST OF MY KNOWLEDGE,TN DEIN DEPICTED ON TNIS DRAWING COMPLIES WITH THE PPLICABLE MINIMUM BUILDING L CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. U August 1,2017 ------------------- -------------------------------------- LOUVER I i- --------------------------------- - ------�L L r r-� L IL LIL 1 LOUVER LOUVERr Ir . i I LILrr _._ PER ------------- ROOFING t - . I CONTRACT (TYP.) 2'-8" z LL T O - - Q ,_, - - z w 1 .4 __-- ___ 'O _......................... I AS ' J Ovan G. Drummond, AIA ............ ......... .. .. ..... Q En w O ' AR 96399 a m — I Manuel Gonzalez, AIA NOTE: , o "' o CRICKH1 HI A ET 1 HARDBOARD SOFFIT i '� San�Yub Lei p A R i CRICKET g e, PE p � EQ. � ' � I I 72328 o � z I i "6-'- W W QW Z m ----- -- ----- ry o o - - - �-- - - - - - - - --- - - - - - - - _ TOP FIDE W 2nd FIN. FLR rt0�p , Lu o00 Z = ts— _ O F N LA Z' IV !Mew4.j 06 4-• 1 .............................. ._.._......__................................................. p � 0 J , , Z w it WO ......................................... ........................................................................................................................................................ I I I I I < U) N >, ............................................. JWZ N I I I I -- --- I ' � ^ con00 I I ' CRICKET ; 4:12 4:12 1 � p o p p I , _ M U _. Uj _._ J oC tW LLJ Z :Er�:r :{ ./6: I I Cv *N.1 I I I I � N 'p 0 V __.. 15 C 00 CO LU a (!) IJ o I I C Q }Q OO I I LL11I j I I I E 0 < y- Z I I I t N _ I �--. ......................................................... .............................._...._........................... F, I J 1p O - o p _ ----------1----------------------------------------------------------- I- ------- --------� d' W J Q a FIN. FLR. :. . ,; : . I FIN. FLR. a- z - - o _ . - -- ROOF SLOPE PLA .• �•: N SLOPE. 5:12 � � �� •_ .Y U.N.O. 10 SCALE: 1/8" = 1'-0" COASTAL „ { m I wOU) U . ' Q v 2- 5.2.85.2.8 ( - 8 UJ �--� W ROOF VENT CALCULATION � U- ca 1 Zp i> ceLLJ (nQ REAR ELEVATION ATTIC AREA (TOTALUNDERROOF) 41]1 "' V1 I DIVIDE BY CODE REQUIREMENT 300 I SCALE: 1/4" = 1'-0" COASTAL Ce a > MIN. NET FREE VENTILATING AREA REQUIREDLU 13.9 U- � � LU w <( LU o O NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO V O BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE -' F— a o REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS a o i LOCATED WITHIN T-0" OF THE RIDGE OR HIGH POINT UNLESS U 3 _ Q ROOFING PER CONTRACT w O = m o , TYP CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF x j Q U p - � ( ) THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. _ W (,� � ' LU (n j U � I = c„ a .... Q LU Z � i mw � W W p p i Q N i 1 "2. w zs w � p U p W W Z J n - - - - - - - - - - - - Q •-+ W Z - - - - - J Z I Q H 11 i W Q p- C C m170P OF PLATE m c7ocwz 11-411 C:> :> _ oi ...... ....... _ z ���_ _ __ n I NOTE: i 1 i— . LU 78 Qr w c" -� ____ I I HARDBOARD SOFFIT cnwpz - - � ( I I zC7VO _ _ t.. :; � ' F- z w 1 ,�.....a I KNEEWALL I cC _ j : co a p FLA HIN I i I� m � z G QW o __._..... .. ... _ _ W ,> i cn Q TOP OF HEEL _ O p _ _ w c� J z =QOfTM- -.c - W c'—n Q cn W o .............................................. ............... cn - - - - - - - - zz .......... ... QPO o o ,a w I a = p = = I I m I I IJ p Ul LU U- w _ oo zow � N I _................ I: I � _ - cn z E- I r' _ - I I _ I I _� '� M (O z z zo cn I fi_ _------_ ____ o Ln z o, O I �. - aCD � N.4 kr z � � a t N LU w FIN. FLR_ _ -- _ 0 -0 J00 cD LJ►..1 w L� I IFIN. FLR. ';; daomv 17 qv I I W Q Q `n � _ �U) w oc = � " 10 Lj I= 6 4 �� 5.2.8 0 = LU z 10 z 5.2.8 5.2.8 5 2 8 i W Wi Ly UJ Q LE o FT ELEVATION _ ( n IUj LU Q �m .. z m � SCALE: 1/4" = 1'-0" C0�ISTAL Z i- n � Q U Ce H O oCE I N U I' BE R1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT d - p ROOFING PER AS OF DATE OF CERTIFICATION BELOW. '-0" 3August 1,2017 v CONTRACT, ON WALL PER PLAN w (2) 7/16" - _ i'-2 _ 6" g „ a SHEATHING .0 2X RAFTER TAILS 2x6 W/2" ^ M 11.411 , e OF 2X4 SUBFASCIA - * c+� L ROUND VENT CL @ 24 O.C. 2X4 OUTLOOKER - a: CD @ 24 O.C. 77 METAL DRIP 2X4 LEDGER N M B i c uQ CEMENTITIOUS i+� ' 5° " Ln o SOFFIT 1"x6" FASCIA y2" �" 5% `� "' 1T 10� HEEL cv ;� 2Y211 5� cv TRUSS LAYOUT .--1 2 : METAL DRIP j ; � 1'"4" � �- BY ENGINEER � 11 U_ 1X4 FASCIA 11-411 ''' 1X6 TRIM BOARD '_- 3Y211 3� < , M ,�� O SIDING PER 1 0 p z 2X6 RAFTER 0 HARC '� cn TAIL @ 24" u WALL, ELEVATION 0•H WALL, 2x MOUNTING TRIM z cn LU O.C. PER PLAN r PER PLAN 8 21-411 2x MOUNTING TRIM USED AT SHAKE& = Ovan G. Drummond AIA C:) ~ = 4 TRIM @ 31_011 USED AT SHAKE& _ - AR 96399 LU ce E- SIDING PER CORNERS LAP SIDING - 00 = a m ELEVATION (TYP.) LAP SIDING = ManuelGonzalez, 967302, AIA p z o2. / , Sang-Yub e, PE W 1 EAVE DETAILK2"\�GABLEEND DETAIL 3 TRELIS DE AIL ('4_"'�SECONDARY BRACKET DETAIL Cl- Z �212SCALE 1/2'=1 -0 5,2.82 SCALE 1/2"=1 -0 5,2,82 SCALE 1/2"=1 -0 5,2,82 SCALE 1 2"=1'-0 9, W LU o W o rn o W SHEATHING 5 BEAM DETAILD 00Ln z = REQUIRED INSULATION AS z ¢ _ � a z WATER-RESISTIVE �21SCALE 1 -1 -0 }-- , LU � � l BARRIER � "' � J> J _ 00 ' pW STUD Uj QMH 0 w � J xn _cpn o JOINT FLASHING ¢ u- . w a z .. AS REQUIRED = = Z U. Z a � - r, t ti Q O O v 1X6 HEAD t.J av -0 >_ o w Z 1'-2.1 NAIL PER �/ ® 0 LLi � � CO U a ............ ..... ......... MANUFACTURER d E C; t° n` SPECIFICATIONS � �' E ¢ 9i a 2 T - 1X4 10 " N ,,r; rn = o w z w CASING -"may LAP SIDING 1 I J `� _ ro LU ow I , CONCRETE 0 � cv to i p a I FOUNDATION 2ND F I" C:) _ BALCONY FIN. 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CONTINUOUS `� #12407.1 10 w z 2X6 W/ 3" ROUND LL, w Q c„ VENT @ 24" O.C. 0 11 0 36 HIGH RAILING ! a 0 z I I 2x2 TOP OF PLATE 8d NAILS AT 6 O.C. -I STRUCTURAL POST z I I 11/2" COVE co `� _ ....... FASCIA TRANSITION, SEE Z w METAL DRIP T-+ _--- 1 00 0 ELEVATIONS FOR DETAILS. SLOPE 1,48 MIN jr 1X6 BASE WQUARTERFLOOR TRUSSES - SEE E W = oBRACKET SEE ELEVATIONS a = o w ROUND EDGE I = z FOR DETAILS. L0 = REFER TO DETAIL FRAMING PLANEn LU , z O w (3) 2x8 RIM JOIST 2' I I 5/A5.2.82 FOR BEAM DETAIL ' TOP OF PLATE (� ~ w F- ce 1x10 SKIRT I 2X CONT. WOOD LEDGER M z z z `L i I 0'-0" FINISH SLAB AT BALCONY ATTACH PER CEILING FINISH = {� O OUM REFER TO DETAIL , Z cn zo 3/A5.2.82 FOR STRUCTURAL PLAN PER SPEC., U.N.O. p Z - BRACKET DETAIL Q w Q °D � 8JOIST STRUCTURAL PLAN. 3 DECK - SEE '� I cn w Q 2x DECKING ALL FASTENER PENETRATIONS TO BE RIPPED TO ALLOW 5.2.8 p N a > 3 BLOCKING SEALED AND CAPPED FOR SLOPE Z M w o z \.I0 5.2.8 TYP. O w w �--- z a o P.T. 2x8 SILL PLATE BEAM PER W Q FOOTING HANGER AT EACH RAFTER PER STRUCTURALce Cn N < = (PER STRUCTURAL) STRUCTURAL PLAN D �I g GARAGE DOOR c!) LJJ ~ Z O 0-m 1s W3acm Q (j0 Ozwf- 11 S. -4 o F- = 10 L MN DETAIL BRACKET OVERHANG ATTACHMENT DET IL 12 BALCONY„DETAIL hoc O SCALE 1 2 -1 0 SCALE 1 -1 -0 SCALE 1 -1 0 WUj o Z m Lij LU a: LU 5.2.82 5.282 5.2.82 �_ Uj Q000, (� � '33zIA- NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON MS DR STAIR RAILING AND AWING COMPLIES THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. August ust 1,2017 V GUARD RAILING NOTE 'Q STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, E! RADIANT BARRIER AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO CL ;r , WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. 4 IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT TRUSS LAYOUT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 BY ENGINEER I SEE SHEET A FOR POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY INSULATION SCHEDULE ZE o DIRECTION. APG 0 a o INTERMEDIATE STAIR RAILS AND POSTS (IN-FILL) SHALL o W WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED = ONE ARE FOOT AREA NOT CONCURRENTLY I� Ovan G.AR 96399 Drummond, AIA AGAINST ANY 0 SQUARE 42 HIG RAILING W/ Manuel Gonzalez, AIA a WITH OTHER LOADS. PICKET SPACED TO 96730 ot_ z °J° II Sang Y ub Lee, PE o ED � INTERMEDIATE BALCONY RAILS AND POSTS (IN-FILL) SHALL REJECT 4 DIA. SPHERE 72328 W PWITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED W w a AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY �T USS LAYOUT -= = LU x ao WITH OTHER LOADS. Y ENGINEER Ll L o rn 00 LU Ln W LO BEDROOM 4 z = THE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS �— Q z SHALL BE 40 PSF MINIMUN. - 0 O s J FLOOR TRUSSES BY ENGINEER ? a, > "' CO=FER CLG. W o N E o > o HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE ,i; J u- E AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT -- vw �- u_ - "� = oz GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT _ ¢ a �o ! °� a� v LU o SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND MASTER00 LU tr 1 U L:f3 U tn Q NOT GREATER THAN 6-1/4" WITH A MAXIMUN CROSS STUDY HALL HALL LL' a ° o BATH c z SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A MASTER i' " ' ` =.' E `� `L O MINIMUN RADIUS OR 0.01 INCH. = p N CLOSET J � � � 7 i d (� � Z TORAG L J = Q � ¢ %D O W O J HJ i Z a - o ... - .: __. U_ .I i G _.... CD _....� i____.. ..._ QQ DC d W i � � m I, I - W _. _ O __.. ice C) 0 O cn Y z w Q oG LU z ~m B BUIL ING SECTION •azo LU W fiea �.12SCALE: 1/4" = 1'-0" COASTAL ' I i = uj I m a > EXTERIOR , o �a WALL PER PLAN Q w LU LU LU tn ti ;: WOOD FRAMED BOX BEAM PER _Z 0 0 ; STRUCTURAL � vO J > I f —� ((~ Lnc - U 'Q Q CL o RADIANT BARRIER I = LU LU U o ,� LTRUSS LAYOUT I V z = o 0 CRICKET BY ENGINEER W � LU AS REQ. 0o w m 0° J Z COFER CLG. U o 0 �— W Q 0 Z � O � W Q Ocn —iw _ - - — - I cls W W cUn >~. TRUSS LAYOUT 8" WIDE FOR 3 PANEL SLIDER OR 12" °° x o WIDE FOR 4 PANEL SLIDER. WOOD W w z C BY ENGINEER I , z o > - - FRAMED WALL W/ STUDS. � cnO0 A7.82 .... .... , { I— v LZI COFFER CLG. SEE SHEET A3 N FOR 0 w cn f - SLIDING _.._ _ LL cn w o z - E ...... .............. .. . ........ GLASS DOOR PER t w O z W _ .7 t „ . ,�x: �___� ,_ x trM: >. _ m _ .,::r PLAN R _. __... _ M_ .M co ce o a W o --- I 42" HIGH RAILING X x r O _. > � O . _ I - W/ PICKETS x z LU Q Q I SPACED TO { a o = z _ I REJECT A 4" DIA. cn O W _ ; ' .............._ ; .. ,- ._ SPHERE __.. cn C� ......_.. 3 QQ Z : �. LLJ Z W t ,..., -_ OYER , BEDROOM 2 CONC. SLAB PER STRUCTURAL o � ,-= J I � I � I ;, , Wx o 13 s Ips , ^ E-- v � � - � ;. .__.... r L___: � __ - i PLANS x r f ..4 Lu ! -- E- GOURMET KITCHEN BEYOND U j O 0 �- � � I I" I __... O ; ____ ___...___ -_ z I cn Z u- _... --_—Uj ilk �� € z O z I i - r-� O s ? i z I � i 3 f O ! LIVING ROOM { I ILIJ _ a " LDC _ a �. Z , - _ I H > _ FOUNDATION P : LU w Z Q STRUCTURAL PLANS U_ C9 ►-+ W LL N z o II !� LU W I00 oc �, . ¢ W � � _ J U 1� D w Z = (-_A�BUILDING SECTION POCKET DOOR SECTION(n LU Q �� z LU 0° A7,82 SCALE: 1/4" = 1'-0" STAL g7�82 SCALE 1/2 =1 -011 �_ Oo = . 3 Lu _3 UL_ Zc v r- o i�C N[JIMBER 1014.0 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. August 1,2017 iQ L U c A x� m ,a , kC COMP1A c MP #2 -; 39 z e � o z z ..... __ ___ Ovan G. Drummond, AIA . z w ........ AR 96399 W.I.C w Manuel Gonzalez, AIA to LU O _. ® i.� ® AR 96730 Z m ® ® Sang-Yub Lee, PE Ow w II 72328 wo ui a o z .... ---------- LU 0 ON wwO rn cn LU 0 Ln W MASTER BAT a .- Z = MASTER BEDROOM �, It N ,, _ .... > LLI � who r- � aocl cC C ' n O M O > O ® \ V LU to i to LLcc — 8x 0 Za L \ 0- o LU cCO wcwZ /i \\ c) L � o U o E w-- LU ,,, = o �' \ THREE CAR _ ¢ o N � a , .. - \ GARAGE U %0 O WZW __ <[ %0 0 N W.I.C. 0 LU o J = oQ LAUNDRY ® H U- i r. 0 O J 'za z d pp U ce .. ( p E ui O z Q a BREAKFAST ' 0 o GOURMET HALL u� AREA F Q KITCHEN ( r I I\: - 10"X10" IR ' - Lu w I JUMPER ' I UwmLU �oZ I II HALLU ; ! ce II Q - II W - lI LU I _ ......... ...----. .... .__ .................. ....... cG mIIS I G Q > InlLII I II I I3.3i 0 J ® J II I I PWDR J I II II II II II jl I I II IL I ,! ,/ i I RM. W I.C BATH _ t,l ' W ui En I. I Ll O ceI U ce\ LU / + _. `� o � I I .. — O O E— I I w = x W o I I HALL TWO STORY I I '-'-' 0 U = 0° I I I I I I U o � FOYER II Q o w zcn I I I _... 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LU a SCALE. 1/4 - 1 0 COASTAL = n w m W ® SUPPLY m RETURN EXHAUST FAN �(� _nom 2-' --I U FOR REFERENCE ONLY RI ICU Q U O' 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICrED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. August 2,2017 OF 0v <) co 'k S. 3 ................ .............. in ...... --—---—---—--- -—--—-------------- ............. ................................................... .......................................... ............ ................ .......... .................... -—— —— — — — —––––––– –––––– ............. 0 ................................................. ........................... ........ .............................. ................................................................................................ .......... ............ ........... ........... ......... ... ......... .......... .... 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I ce w UJ C:) >p co ROOF BELOW 3:: En a w LU LU in (n LU n LU 2: U.J En LU C:) U E I I I Uj Cie ce o- = - -- ----- — —— — — —— c=) -< LU C) LU -:> U LU U-) __j LU En CC U) ce LU = 5- C:) LU or- Ln in LU r inP 4 - -- -- - - --- - L------------------ ——————————————————————— -------------- —————— —— —— —— — — — Uj 0 U-J LU VD in U- (A = C) w X: = 0 LU P ce Ln (D = C:) M C) - 0 b p *4-- SDC LU i< 0 LU 1-1 — 0 ce LU Uj in U– LU LU U- M ILU 00 12�-f LU 0 w 0 PE U— U) UJ En ce ca UJI UJ SECOND FLOOR DIFFUSER LAYOUT c) DIFFUSER LEGEND 0 T- h--, En LU U- F, C,:> SCALE: 1/4" COASTAL U LU LU Uj LU ca Uj ® Ly I I RETURN T—EB—FEXHAUST FAN I IZROOF BELOW—, in SUP ,..4 M $o 0 --! L0 __j U- --i U- FOR REFERENCE ONLY SERIAL NUMBER 1014.0 I 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 BEIAW. ELECTRICAL LEGEND August 1,2°1' - V 2-. (b SINGLE RECEPTACLE to OF P4 6 DUPLEX RECEPTACLE 240V RECEPTACLE i 1 m SWITCHED RECEPTACLE m OPT. LIGHT AND ~ DUPLEX RECEPTACLE (220 VOLT) SWITCH W/ OPT. DOOR FUTURE POOL EQUIPMENT SINGLE FLOOR RECEPTACLE A 1 A 21 - ! OPT. DISCONECT FOR ��� R RECEPTACLE DISCONECT FOR TANKLESS DUPLEX FL00 TANKLESS WATER HEATER ^ , WATER HEATER - 0 0 SWITCHED FLOOR RECEPTACLE "- ATTIC ACCESS W/ WP E.M. HB IRRIGATION_ WP _ ..... ._ z LIGHT AND SWITCH \ �o , _ ... / GFIlb..........[1 . _. - - -- - z 0 GFI ..... ...... ..._ _ Ovan G. Drummond, AIA Q ... UADRAPLEX FLOOR RECEPTACLE _ _ Q _[ _....... ................ ............ �- .. ._. JAR 96399 ce zo ~ = LT INTERRUPTER __ -- __ _-- .-__ _....._ _ -- \ FI I 3/4" EMPTY CO UIT TO J L --- T Manuel Gonzalez, AIA GFI GROUND FAULT - GFI \-- NG "J" BO a W P WEATHERPROOF GROUND \ NK PLATE IN GARAGE WP Sa - , PE 2 GA X W/ AR 96730 I _ __ _ -------- BLANK W.T.C. -- - ----- ng Y u ee r o ' cc � EP ELECTRIC PANEL i �- \ �� - � I I 72328 t _--- - _- II SURFACE MOUNTED a o VP VAPOR PROOF \ \y -�, 1.1 ELECTRICAL PANEL o ,Uj a ® RECESS INCAND. (EYEBALL) FIXTURE - _ - - \ rn x m A W G.D.O \ H T-1 00 o W o SINGLE FLOOD - WALL MOUNTED ! MASTER BEDROOM \ \ \ Ln \ o - / VP °° in o = DOUBLE FLOOD - WALL MOUNTED \ z �t z x t- \ N >, cn o o SINGLE FLOOD - SOFFIT MOUNTED \ \ Lij � > � c' WL. o w z0 DOUBLE FLOOD - SOFFIT MOUNTED i \ , \ I - I— ,� u>., o E - HANGING / PENDANT - CEILING HUNG \ \ \\ \ _ \ �c L I = _ ¢ a .o o�- z INCANDESCENT FIXTURE - CEILING �' \' CL a� -°o MOUNTED MASTER I U � V11 L � M Z BATH, AWP I Cl' o ;� L;' a c3c LUINCANDESCENT FIXTURE - WALL MOUNTED / \-�-_� ¢ Q - --- Q _......_ FI O G ® RECESSED HIGH HAT I O 1 "' z 2a 2 FT UNDER CABINET FLUOR. FIXTURE ; GFI ` FOR OOD - �� \ � ` THREE CAR °� ' d- z ss NDER CABINET FLUOR. FIXTURE VENT (�_Q _. ............. ---- GARAGE J d zW �� 3FTU \ R � as 4 FT UNDER CABINET FLUOR. FIXTURE ?—' ®SD CO ! ' \\ Wi°r FI: ini----I ---- / W oSTRIP LIGHT G . . F FI LAUNDDRYER` 1— � zQ i I - . o oc p 12X24 FLUOR. FIXTURE 1 BREAKFAST GAS 000KTOP ��. - DRYER WIC G.D.O. j GFI SPAMb _ u p 12X36 FLUOR. FIXTURE ' CL W AREA U DER CAB. o Q 12X48 FLUOR. FIXTURE \ =tl m LIGHTING DBL. SINK FL,� o z 24X48 FLUOR. FIXTURE UNDERFI W/DISP Q oro EXHAUST FAN I - - - - - CABINET_.. '` ` F I -` j/ - - - 0 o n FOR DISP. W ( , : 1 EXHAUST FAN W LIGHT - __ __ _v_ _ LU / HAL -b'`\ ' ,r� L / {� TL FOR LI ---- ,,, GFI -- r-� \ \\ - v m ELECTRIC CO. METER ISLAND SECURITY SYS/TOM o ( REFS I I o a G.nn. GAS CO. METER I /G_. _ MIN. 6 ABS) ---- ,\ W SMOKE DETECTOR/CARBON MONOXIDE HALL xa ®SD CO I I _ ` \ F- DETECTOR ! I II cocz W I UNDER ......... ................................. ..... ..... ..._ ..... > D M KE DETECTOR i PANTRY _j. „ ....n. , ..,,. m Q S O G URMET CABINET \.. IT T ........ ,:.. J I i i 1i i i i T i, i SD Q Uj SINGLE POLE SWITCH o FOR DW - - - Q 1 �,.. / �ait"i1G� ii i. li0iNI� is i, i; ,- w ;: I— � `\ i w $ , \ ITCHEN cn H PENDANT , t FI ! FI i z n u u n u i u ��R� I H i W 3 WAY SWITCH — / u , ii a ii a �i i; is i; ' r j� ,PWDRI Q cn y/7/�J u i 1 n u 1 i i is i �, i. ; 0 0 o"'c PRE-WI E FLOOR OUTLET, l lftt L-=1L— _1— 1 , / RM. _ H z T J 0 4 WAY SWITCH ,----- O VERIFY IN I I - - - _. �I Q oc cn DIMMER SWITCH \ - -�-- - U 1 �s' a o PUSHBUTTON TO POOL FIELD W/TOLL WALL x \ o o 4 \ LIGHT \ BROTHERS P M. /� I TO 2ND _ W -I o z DISCONNECT SWITCH -----_ r © U MOUNT a >- O \ ' / FLR LIGHT I I SD/CO OPT. (, = m U Q JUNCTION BOX El \ ,�' I , 1 �' I/ I' �- �_� TWO STORY s0 I I F- o � ,� HALL I W Z cri © TV JACK \ _�� I / FOYER I I , i w a PHONE JACK - PREWIRE ONLY _ /' (� __-- m m W THERMOSTAT �, / I /I I I ......................... ... LU a o 0 0 PHOTOCELL SOFFIT MOUNT 8 L .............i[ 7 \ / - - - - - - -- - -- - __ .... \ \ � �\ \.� �---•+ W Q z x o W ■ PHOTOCELL - WALL MOUNT z cn cn 'WP� °� ' �"' C) cn � = O ELECTRICAL PANEL \ W W ' GFI . \ C° _ sP SPEAKER WIRE FROM TOP OF WALL Q m / ... 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'T (x-11 U., HB FOR GAS I z o w FIREPLACE M Ln i d` £ � OOZ TTi I Z in b Z t 1 Z W Q O Z oC f- d W > LU � WOQ �W ZWWOW 00 a LU axcjCD � cn 'c� W W W FIRST FLOO R LECTRICAL LAYOUT ( '~ 21 f� vi o - COASTAL _ t 'W ED M Q o SCALE: 1/4 1 -0 J OWmW a o 0 0 . 3i 1014.0 I - 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. ELECTRICAL LEGEND August z,z°1' U z. d) SINGLE RECEPTACLE � .- OF M DUPLEX RECEPTACLE •a, o ® 240V RECEPTACLE a ITCHED RECEPTACLE 8 b ~ DUPLEX RECEPTACLE (220 VOLT) N3 r; [(j SINGLE FLOOR RECEPTACLE DUPLEX FLOOR RECEPTACLE U- [ ] SWITCHED FLOOR RECEPTACLE ___ - -- - - -- - o ---- -- - . - - ___ _ _ z -�� _L z o R RECEPTACLE � _ .. - - _._ _._ �_ i Ovan G. Drummond, AIA � QUADRAPLEX FLOOR Q� � cn I OPT. "I I AR 96399 C) = GFI GROUND FAULT INTERRUPTER I ( ' - VP Manu , AIA LU ce Manuel Gonzalez, a- W P WEATHERPROOF GROUND I BEDROOM 4 AR 9673° cC z 0° I \ \ I Sang 72328 e, PE o LL' -� EP ELECTRIC PANEL I COVERED ;\ pPT• BAH 3 " BALCONY I BONUS ROO \' BEDROOM 3 L; W C.1 o V P VAPOR PROOF I �- / o o z 00 RECESS INCAND. EYEBALL FIXTURE GFI / JWa ® (EYEBALL) I o rn LU o SINGLE FLOOD - WALL MOUNTED I , } / ! \ BATH 4 / OPT W. C• / aj `;' ,/ I d o oO = �'� DOUBLE FLOOD - WALL MOUNTED I / // ! \ -� /- I --, ___ / / / I ¢ "' cn civ w o SINGLE FLOOD - SOFFIT MOUNTED I ---- /-/ - a •: N c E W J W z DOUBLE FLOOD - SOFFIT MOUNTED \, / - LU }- M w o HANGING / PENDANT - CEILING HUNG I ! I \ \ - - / OPT -- LL- -- a� WQ I \ SD X _ _ z - ¢ � 0o INCANDESCENT FIXTURE - CEILING 0 a MOUNTED I t� "----- \ \ \ \ O / e\ -/ �! 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METER SD W °; SMOKE DETECTOR/CARBON MONOXIDE I BALCONY I I �?© -- = a. ® I r- E - ---------- - F.. , SD/C0 DETECTOR I H U. # ------ 1 I O `>•- ( \ I /,....._ T r._.. i 7 r \i i \\ :: \ - ......... ------ ----- � I, � I ( m a > SD SMOKE DETECTOR I \I I I I r I I I I I\I I . I i L J o J I �\ PROVIDE LIGHT AND I MCH ' TORAGE r I I I I I lam_ x 1� C> SINGLE POLE SWITCH / I ��" � \I '' I I QME E- o = I ACCESS FOR ATTIC ,H U. # UNF HED I I I I I I T 1 T L r // :_. I 5 z W (n I I I I I I I I I\ i i i W LU � $, 3 WAY SWITCH ( - -I I I ILL yy�� I; 1 ' J I I- I I: —'—'SY�ITCH,! i i J I- O J I i_ .. _- - - _- -- ---_- SD Ir O oc $ 4 WAY SWITCH o I i ( , TO 1ST,FLR I ( U Q Q cc DIMMER SWITCH 4 PUSHBUTTON I w F- �, SWITCH I U o � � I I �` I I w Q U BE o z �o DISCONNECT SWITCH I I jREINFORCED I = , U ° = m _ JUNCTION BOX J I I i JUNCTION BOX FOR ~- ,� z cn © TV JACKLU I I HEAVY FIXTURE. Q W PHONE JACK - PREWIRE ONLY I I I OPEN TO - -- - - - j m m LU OT THERMOSTAT I I FOYER / I W C1 � 1 O PHOTOCELL - SOFFIT MOUNT ( \ j' I ROOF BELOW U Z W a o o I I I \' BELOW 1� I I w 3, .-4 1 M � � Q PHOTOCELL - WALL MOUNT I I \ - - - - ''� I I � f M C) cn .� = O ELECTRICAL PANEL I I = 3 � 3 \ � I I m a � sP SPEAKER WIRE FROM TOP OF WALL I I --. _ I K I P z Cie o KEYPAD I ROOF BELOW I I Q cn O ® CHIMES o w z U STRUCTURED PANEL (A.K.A. SMART BOX, LU li w w O F====� COMMUNICATIONS BOX, MEDIA BOX, HOMEi-D . { z w DIRECTORY) } m � cc I -- -- - - - -- - --- - - - I a Z ANT. INTERCOM I I � � O o a u, o I I I I I p I FOR REFERENCE ONLY , zz= � I I I I I E JQ LU (n I a o z 0 � wz ,Z ILn LU CC U) � .O o W ~ M E 0 T � �- zLU zo z U- o �U Q 2= ce Uj Uj w � Z N Wu zQ LU W z w W C) ' 'C cc Ly I i Q CL vi� Lo Z O z LL- LU� i� W � ce� ELECTRICAL LAYOUT _ !z oz = � SECOND FLO R ELEC C _ 0 01-1 cri o o a _ TT COASTAL Z ° U LLJ a SCALE: 1/4 - 1'-011 W �, w %�>1 � 4, , LU LU W co Uj I U) U -' _ z ' ` u� QUF— O' J o ® �?1r,1.. NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFW AS OF DATE OF CERTIFICATION BELOW. E °'- TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING OF = 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE a a BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER R . 4 0 a RESISTIVE BARRIER & INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & ~ LD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECUREy 2. SCORE & FO O HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY SECURE WEATHER RESISTIVE WEATHER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ABOVE HEADER TO EXTERIOR BARRIER ALLOW FOR FLASHING RESISTIVE SHEATHING z w INSTALLATION BARRIER 6 ARC 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD z WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE SILL PAN z o FLASHING AND SEAL RESISTIVE 2. INSTALL HEAD FLASHING UNDER ¢ BARRIER WEATHER RESISTIVE BARRIER 2 Ovan G. Drummond, AIA z vii M (ASSEMBLED AR 96399 o _ 3. FOLD WEATHER RESISTIVE T WINDOW`) T Manuel Gonzalez, AIA in °C ~ Q SILL PAN BARRIER BACK OVER HEAD 5> 2 AR 96730 � a oC Sang-Yub Lee, PE In w O m '� �`'` FLASHING AND SEAL WITH TAPE _ _ oC z J i �,: O O w t 2 LL_ _j FLASHING LU W DO NOT FLASH o a z T OVER BOTTOM L� o rn OOw ¢ .: UJ = oc ;t CORNER NAILING FLANGE -� r+ ao W O 4 f f PATCH o LU : ; z = F- ¢ »: NOTES: U ? rn z r: o 3: O 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPECL W N (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 C3 d' O ,.. o w 0 FLASHING A FLASHING U_ v w o r 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF "� i cn p WINDOW SILL PLATE. (_ =� � a = O v u; Lr, cpi C m WQz ¢ o ° NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. LUz 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) C) ¢ ;r: ::; CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED ,� J O "' "` BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 0 04 LU 0 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS ..II v Q w ,,:;`,`:. 3. MECHANICALLY FASTEN AS NECESSARY 0) C4 o N Woo _ TYPICAL SLIDING GLASS DOOR FLASHING DETAIL (E��-2TYPICAL WINDOW FLASHING DETAIL �— = zo ¢ EXT 1 (EXT-2) o (EXT-1) D3 N.T.S. 1 D3 N.T.S. c> , o LLJ OPTION - A UJ O z a a FLASHING 00tH 6 iul Z w ¢ CONT. DRIP EDGE . LU CANT STRIP ACROSS DOOR HEAD Z "=0° TO DIVERT RAIN ' WALL PER PLAN m l _ •-• z o WALL PER PLAN C> z SILL PLATE I 12 _ ..... cn c�c RAIN DRfP mQ SEE NOTE #2 - REGLET - LU J i° EXTERIOR . f o -� DOOR W ; ui LL_ incLD =n WALL SHEATHING EXTERIOk ' 0 o arc WITH WEATHER WINDOW, Q � Q Q O RESISTIVE BARRIER W � bi _ � £ Z Z z O NOTES: NOTE: Cl- O 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE T (MIN. 6" WIDE) = arTYPE c v CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR U) DOORS THAT HAVE NO IMMEDIATE OVERHANGS Z = o z 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. C6 m w 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS I Uj O cn J w WATERPROOFING AT EXTERIOR DOOR EXTERIORWINDOW J - � cn � TIL �' � � ¢ � m _ EXTERIOR OPENING OR BEAM EXT-6 HEAD DRIP ETAIL EXT-7 HEAD DRIP E A EXT 5LU 1 o o D3 N.T.S. (EXT-5) D3 N.T.S. (EXT-6) D3 N.T.S. (EXT-7) LU Lij LULU cx� LU 0 L Z I— zW � m � CLZ I D ¢ LU C LLJ J ¢ Q 1 aLI :3= Z \� o C) z LU Q = 0 w En _ I ca _ En zZz � Z O a U) ; Q 0 E oz 1� z� i W " W¢ 0 ���z3oZS _.. Ln UJ T 03 � z ¢ W F— � o 0 LU o C z M Q " 1 ne Li o D 0 z = a.. _ w ED LLJ o o -Ur Wca w \ a: 1 €U) co 2� p 1014.1 f TO THE BEST OF MV AOWIEDGE,TME DESIGN DEPICa ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING �iROOFING PER CONTRACT: ON 2 ROOFING PER CONTRACT. (CONTRACTOR TO CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 8 7/16" SHEATHING PROVIDE PRODUCT APPROVAL FOR ROOFING (CONTAPPROALTOR TO PROVIDE FOR PRODUCT ROOFIING SYSTEEM) SEE PLAN SYSTEM) ALL ROOFING UNDERLAYMENT TO : ALL ROOFING UNDERLAYMENT TO BEy� � � SELF-ADHERING POLYMER MODIFIED BITUMEN SEE PLAN a SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 19701 0o SHEET TO COMPLY WITH ASTM D 1970 F- ' 2 X 6 W/ 2" DIA. PRE-ENGINEERED WD TRUSS, 24" O.C. t'041- A yw =` ROUND VENT @ rr INSULATION BLOCK %, z ' 24" O.C. r-' METAL DRIP 2X4 SUBFASCIA r LL_ CARIBBEAN CLASSIC COASTAL EDGE ` METAL DRIP • o z 1X4 FASCIA CEILING INSULATION EDGE a (SEE ENERGY CALCS.) 1X6 FASCIA CEILING INSULATION Z c`"[U- T 2X6 RAFTER TAIL 11 (SEE ENERGY CALCS.) Ovan G. Drummond, AIA w = RAFTER TAIL LEGEND @ 24" O.C. 1/2" RIGID GYP. BD. VENTED SOFFIT 8" 1/2" RIGID GYP. BD. AR 96399 DIAM. VENTS @ 48 DBL. 2x SYP. WD. AR 96730 � a m 3/8" 1'-4" 0. C., TYP. DBL. 2x SYP. WD. Manuel Gonzalez, AIA 0 z CEMENTITIOUS TOP PLATE TOP PLATE o w p SOFFIT OVERHANG 2x SYP. #2 WD. STUDS Sang-Yub Lee, PE @ 16 O.C., TYP. 2x SYP. #2 WD. STUDS 72328 a o FINISH MATERIAL @ 16" O.C., TYP. o w a FINISH WALL INSULATION PER ELEVATION W LU = MATERIAL PER REFER TO WALL INSULATION > co (SEE ENERGY CALCS.) (Y o rn 0 o ELEVATION ELEV. FOR (SEE ENERGY CALCS) `� o rq � 0 0 = 2x SYP. #2 WD. HEADER 2x SYP. #2 WD. HEADER 0 a� Ln -SEE SCHEDULE a o CA oz -SEE SCHEDULE F-- z w � d, Lu SCHEDULED WINDOW a -_'i cc � SCHEDULED WINDOW J w z (SEE FLOOR PLAN) W oc > o o o WINDOW ATTACHMENT (SEE FLOOR PLAN) o In •� o E -� o COMPLIANT W FBC-R w o COMPLIANT W/ FBC-R I WINDOW ATTACHMENT I- p M v° / ¢ o J — I 2x SYP. #2 WD. STUDS @ _ z a w a oz 2x SYP. #2 WD. STUDS @ ? 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(CONTRACTOR TO i7- z w 7/16 SHEATHING 2x RIBBON FASTENED PROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED I "� w °C (CONTRACTOR TO PROVIDE PRODUCT TO FLOOR TRUSSES SYSTEM W ' ' ' ' z U_ m APPROVAL FOR ROOFING SYSTEM) SEE PLAN PER TRUSS ENGINEER > ) TO FLOOR TRUSSES .a, ~-o z ALL ROOFING UNDERLAYMENT TO BE WAINSCOT/TRANSITION ALL ROOFING UNDERLAYMENT TO BE PER TRUSS ENGINEER > I SEE PLAN LU wa SELF-ADHERING POLYMER MODIFIED BITUMEN WAINSCOT/TRANSITION —� : ' LU SELF-ADHERING POLYMER MODIFIED BITUMEN 2x RIBBON FASTENED ggI-F SHEETTTO COMPLY WITH ASTM D 1970 �- P a SHEET TO COMPLY WITH ASTM D 1970 r-' TO FLOOR TRUSSES INSULATION RE UIRED 2x RIBBON FASTENED BATT j o >- r- Q PRE-ENGINEERED WD TRUSS 24 O.C. TO FLOOR TRUSSES INSULATION REQUIRED Wo z w 2 X 6 W/ 2 DIA. PER TRUSS ENGINEER AT GARAGE (SEE ry PER TRUSS ENGINEER _ AT GARAGE (SEE { m ao J ROUND VENT @ ENERGY CALCS) INSULATION BLOCK ENERGY CALCS) I o E- a 24 O.C. rr PRE-ENGINEERED WOOD FLOOR _ PRE-ENGINEERED WOOD FLOOR___ LU I - _ -' TRUSSES VERIFY W/ TRUSS 11 2X4 SU FASCIA w w "' METAL DRIP ( 1/2 RIGID GYP. BOARD - TRUSSES (VERIFY W/ TRUSS 1/2" RIGID GYP. BOARD wLU o ENGINEER FOR TRUSS LAYOUT 1 2" GYPSUM EDGE �� �, i� ENGINEER FOR TRUSS LAYOUT) 1 Q 0 0 p EDGEit jj / METAL RIP Ll I J U, 1X4 FASCIA CEILING INSULATION WALLBOARD ON STUDS 1X6 FASCIA CEILING INSULATION 1/2 GYPSUM I Q 5- (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE WALLBOARD ON STUDS o W/ WALL INSULATION (SEE ENERGY CALCS. DBL. 2x SYP. WD. TOP PLATE z ` ' Z F Q 2X6 RAFTER TAIL ) W WALL INSULATION � o � ,1 ,1 (SEE ENERGY CALCS) 11 / �::=' � �- O a 1/2 RIGID GYP. BD. SCHEDULED WINDOW VENTED SOFFIT W/3 Il _ (SEE ENERGY CALCS) ! wj I U � o @ 24 O.C. "' m v DIAM. VENTS @ 48" 1/2 RIGID GYP. BD. SCHEDULED WINDOW I c� o cn DBL. 2x SYP. WD. (SEE FLOOR PLAN) M SEE FLOOR PLAN LU z vi 3/8 1'4 WINDOW ATTACH ENT 0. C., TYP. DBL. 2x SYP. WD. ) I WINDOW ATTACHMENT HEADER SEE FRAMING z = z CEMENTITIOUS OVERHANG TOP PLATE COMPLIANT WITH FBC-R HEADER , SEE FRAMING TOP PLATE ' a w z ~ SOFFIT 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH COMPLIANT WITH FBC-R f >- 11 2x SYP. #2 WD. STUDS m °J° @ 16 O.C., TYP. FINISH MATERIAL PLAN FOR SIZE AND DEPTH Z = o W FINISH WALL INSULATION PER ELEVATION REFER TO WALL"INSULA ION o � MATERIAL PER (SEE ENERGY CALCS.) I z w ELEV. FOR SEE ENERGY CALCS. w I C) Z J = ELEVATION VERHANG ) � j w N LU c� F— 2x SYP. #2 WD. HEADER I w w W 2x SYP. #2 WD. HEADER c� 1 J , � � w z -SEE SCHEDULE -SEE SCHEDULE � � o I •-i F- w = SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW I I SCHEDULEDLU o W z (SEE FLOOR PLAN) (SEE FLOOR PLAN) , DULED WINDOW (SEE FLOOR PLAN) (SEE FLOOR PLAN) i ul � w o z 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON Il ` - 3 LU .STUDS W 1/2 GYPSUM WALLBOARD ON � I! 1/2" GYPSUM WALLBOARD ON ;� I I z w o EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO / WALL INSULATION STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION �. EXTERIOR SHEATHING TO EXTERIOR SHEATHING TO m a BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) SEE ENERGY CALCS) (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE ( BE FLUSH WITH THE EDGE i o a w o OF THE FOUNDATION 1/4" OF THE FOUNDATION 1/411 LI ' ,,, > 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" z z = o GAP BETWEEN FOUNDATION @ 16" O.C. TYP. GAP BETWEEN FOUNDATION @ 16" O.C. TYP. GAP BETWEEN FOUNDATION 1 11 GAP BETWEEN FOUNDATION 2x SYP. #2 WD. STUDS I �,, J z AND SHEATHING AND SHEATHING AND SHEATHING @ 6 O.C., TYP. I " I cn 2 J Q 2x P.T. SILL PLATE 2x P.T. SILL PLATE AND SHEATHING I @ 16 O.C. TYP, Lu o z WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER x P.T. SILL PLATE II I 2x P.T. SILL PLATE WATER RESISTANT BARRIER w o (2 LAYERS REQUIRED) (2 LAYERS REQUIRED) 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION ! -' -- CONNECT WALL TO FOUNDATION I PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP PER FRAMING DETAILS ( PER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS Q °G a Lo POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP 6 w z w OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM z 0 0 � PROVIDE CONT. METAL TERMITE PROVIDE CONT. METAL TERMITE U-io FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE - FLASHING SHIELD UNDER SILL PLATE = o w FINISHED BASE MOULDING FINISHED BASE MOULDING = FINISHED BASE MOULDING FINISHED BASE MOULDING o U_ � ~ MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. FLOOR zoWX - - - -$- - - - .-. w tz� o ELEV @ pL_pll e x ELEV @ 0'-0" A. ELEV @ pl_pll z F— w qa a ° Q ,4 w pa a . b w ELEV @ 0'-011 LL p 2M C) LLI w aC e. z z O C�7 I I I O LU I O c� I III—III —III—IIIUJI I—III—I '^ U U I v a. Z o Z o I M " � — — I � _ III )II— 4 CONIC SLAB W/ _ °�. III=III= 4 CONIC SLAB W _ °� - - �z ¢ III=III ) 4 CONIC SLAB W/ _• �� �- I 11 I Il VAPOR BARRIER �° = i VAP / I i 4 CONIC SLAB W/ Q C) oc :; I I=I I VAPOR BARRIER � ( I-� I I ) OR BARRIER ,� - VAPOR BARRIER U r,jcn � w Q e, i ' e" a e... a ., _ > 4 III— I — — a.4 III—�L_ _ _ _ REFER TO STRUCTURAL Q - - - - REFER TO STRUCTURAL `n "' w o z °` STRUCTURAL - - ` ` w z Q a - - - i = DRAWINGS FOR — - a - REFER TO STRUC - - M DRAWINGS FOR _ - Q - - - - REFER TO STRUCTURAL � �+�■ ...., ,, i w � - _ � - - U = I I— DRAWINGS FOR � -_- ( I— DRAWINGS FOR I- °� r- z ,v o �, =III a 4 III- COARSE COUNT & _III a Q I (- COARSE COUNT & _ U4< M = I a III- COARSE COUNT & M -III a 4 III-_ COARSE COUNT & W c.n W - 4. , FOOTING SIZE - I=�I FOOTING SIZE - 4. = FOOTING SIZE w w 3 �_ -L-1: '. (—I I (PROVIDED BY - _ - Id FOOTING SIZE (/') • • _ (PROVIDED BY - • •. _ (PROVIDED BY • •. I=I I PROVIDED BY ~ ( = OTHERS) _ - I = OTHERS) 0 °z CD cri ii_-- v �- - - =-I ( I= OTHERS) - -III= OTHERS) - �' z o -Iii- � —I i�- I I- - � �:�.. = 1 - o z = Z ' I 1=1 I I=1 11-1- I I— —I z 1\ W W I_ EXTERIOR WALL Q -4 oo = cn EXTERIOR WALL = C L W 3 SECTION WITH WINDOW 4 TWO-ST RY WALL SECTION 3 z wLU OwmvLLJco SECTION WITH WINDOW 4 TWO-STORY WALL SECTION ¢ ._ • �. z J ,� p� 11 _ 1 11 D7 11 _ 1 11 D7 11 _ 1 11 � o o SCALE: 3/4 - 1 -0 SCALE: 3/4 - 1 -0 SCALE: 3/4 - 1 -0 D7 SCALE: 3/4" - 1'-0" ;U) i -CC I— z rt-3ERUALNUMBER 1014.1 A N TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICAM MINIMUM BUILDING ei CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. SET MIRROR 3" FROM " MIRROR—VANITY -5" SET MIRROR 3 END OFF BACK SPLASH — FROM INSIDE CORNER DRYER VENT (TYPICAL) OF o GAS PIPE (TYPICAL) ' a te FOR GAS DRYER ONLY cn COUNTERTOPS = oc O Y - Q O ce DRYER VENT (TYPICAL) �� _ ce Ce 36" HIGH X - °� X 0° GAS PIPE (TYPICAL) (VANITY-5") MIRROR M L > FOR GAS DRYER ONLY 0C) OUTLET BOQ 1/4" MIRROR Fri z o CENTER SIDEWAYS w DRYER VENT BOX- `� n En IN BACKSPLASH ATTACH PER MFR. ,. Z Ln W 0� O0 1/2" RECESS INSTRUCTIONS w _ DRYER VENT BOX- Ovan G. Drummond, AIA En W 0 - F-1 F FOR MIRROR ATTACH PER MFR. AR 96399 Ex. Manuel Gonzalez, AIA m co 0 2X4 HALF WALL a ❑ INSTRUCTIONS o w J �,;, 2" MIRROR TRIM P.T. SILL PLATE N AR 96730 W O IF SLAB ON GRADE P.T. SILL PLATE Sang-Yub Lee, PE w �- ( ) (IF SLAB ON GRADE) 72328 w = Q CABINET VANITY MIRROR INSTALLATION INSTRUCTIONS: W m o W cyl 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIP$ TO HOLD SECURELY IN PLACE. WITH PEDESTAL Uj o � ca F- :°� ' a un a = 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, TT MIRRORS TIGHT AT INSIDE NOTE: f— <t W � oz CORNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNq,RS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, ¢ c) N >, > oc v, NOTE: BRACKETS REQUIRED IF U 1 c BOTTOM OR REAR VENT LOCATIONS. _ w °i M J "' o COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE C PS (VERIFY MIRROR IS GLUED W ,,, 0 0 w o BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIf ETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM �--- ® "; M It E o z 1 " +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. — -Y �`- IA Who INT-1 KITCHEN HALF WALL DETAIL INT-2 ASTER BATH MIRROR WOOD TRIM D = a ��a ce W z DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY U Ln U o U o D$ (INT-1) D$ S ALE: 1/2" - 1'-0" L 00 CO w a � SCALE: 1/2" = 1'-0" - �, (INT-1) �$ �� _ � 11 INT-3 � ® C7 � �° � = oz SCALE: 1/2 - 1 -0 ( ) < J E O Q — E N W z w ` TILE OR STONE ON 1/2" COMPARE J a V � a --- HARDI BACKER BOARD MANUFACTURER'S O J � oO TOLL APPROVED TILE BACKER (REFER OVER3/4" XT. PLWOOD DIM OF TUB & ® N�, ON PUMP LOCATION Q a- TO CONTRACT SPECIFICATIONS) O 0 o o WALL TILE !:9 REFER TO FLOOR PLAN, VARIES - SEE PLANS ; ' UWc o P.- 2X BLOCKING BETWEEN VARIES BY MODEL Q ce p STUDS (3 WALLS) 1 ROW OF TILE a a C) � z J 2X4 @ 16" O.C. � � `� Lj w ,,, VINYL LINER (3 WALLS) EXTENDED 5" g o CORNER SHELF ' o � (1) CERAMIC CORNER z Z LU o UP WALLS oc O O z O SHELF AT 48" A.F.F. ' J I o�c Q 100% SILICONE SEALANT BETWEEN m FLOOR TILE Lr- _ = 2X4 LEDGERAJj ; d = W TILE BACKER AND WET BED O ^ X o >- � x DROP IN TUB x , oC z "' ce w a 2 SHOWER DRAIN N N N m ¢ ' FLOOR TILE 2-2X4 THRESHOLD U_ +� + p J w - — 2X4 CRIPPLES FLOODSTOP °C a � F— w a0 tea.. �� LU o o TILE AT DOOR 2X4 TO BE P.T. SUPPORT UNDER ,,,.m w THRESHOLD WALL TILE Q• Q ( Q Q a- o ADJUSTABLE GAUGE COAT WHEN IN CONTACT TUBAS RE Y z \ W/ CONC. MANUFACTURERS. a '� � Q o SHOWER DRAIN WETBED PLAN $, z z LU >- O LINER SET IN SEALANT @ LIJ 1 _ ED p 2" SHOWER DRAIN FLANGE OVER ROOFING FELT D o �, - FR-33 ROP I N TUB DETAIL L0 p n o L9 T. .1 NOTE: " = " m W z � BE USED IN L EU OFIUS MARBLE SHELVES CERAMICC WHEN MA BEETLE EXAC SIZE AND SHAPE VAIRES BY MODEL AS � SHOWER ������-��� �$ SCALE: 3/4 1 -0 (FR-33) ao W / WELL S PLUMBING ACCESORIES. REFER TO J Z cl MARBLE TILE OPTIONS ARE SELECTED. P� W a o o ARCH TECTURAL PLANS BY MODEL. w w ���pF ����� LU (INT-4 SHOWER & CURB ON FRAMED FLOOR IN -5 STANDARD SHOWER SHELF LOCATION ENDPosTTIEDINTOFLooR ��°�`� W W Q� c� W - a "' m D8 SCALE: 3/411 = 1'-0" (INT-4) �D8 Q -I V cc SCALE: 1/2" = 1'-0" (INT-5) JOIST BELOW EXTEND TO vii o W En o BOTTOM OF FLOOR JOISTS. ��1� R LI-A WLU v=i END POST TO PENETRATE € (nn w o z SUBFLOOR. LU 65 LU FACE NAIL END POST TO m oc o- z BLOCKING. oaWO z z z o 2x BLOCKING BETWEEN 3 UjJ a FLOOR TRUSS AGAINST W = cn END POST. ce W ceviEn � SUB FLOOR. . ' / Q cC ,� p z • /i' \ 6 W W / ".r U) W LU Ce z / z z u- O / r /� / �' i/ % \\\\�\ '�' Q Z O �/ moi' \\ �\ /� / �/f / / \ y� -- (n 0 WCA- Uj Ed NAILS(TYP) D W � z a FLOOR TRUSS. (D V uw U_ LU Uj ' � W ¢ _ � ~ zo 0 00 En W oz =caQ k cs 'O H = E< ccs cn Z �.a-k ?Q Q � Og :� � (FR_34 HALF WALL TIE-IN DETAIL O W ca t� < Q 8�p ca N.T.S. (FR-34) z p r,.1 is'L NUMBER 1014.1