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1744 ATLANTIC BEACH DR - ARCH. DRAWINGSZ LL 0 D Z 00 u, z0 ~ w uu H cn W 0 �n.oC ecz°J° 0 w J O w a�Z W = Q 2�m 0 0 w C 0 = z=�-- o t:-. o wCe US z oho >oE o�z F= who Utn¢ W LU2 w �= O 2 a u7 z W O J =za O o Ce "- 0 —1 c� Ce m cn a Ce 0 0 0 as za02 U w m zzn_ Z cU)a Uj CeLU Ce CeMyj m¢> 1 � J p � a Q W O n 'o 0 J � v 0 c b Lc ce a O z U oWZ(n cn 0 a w Z mCoUj o�� w Q C) z u7 LLJ o cn` J w W Z (� aCe g�m zo>z 3�Wo 2Wztn SnW0z P-4(wO F=- z w E w I o LU F- N ¢ v z z = z F- CCu7 �a w `� Wp N Z Ce. U) cn CC�zz LLJ o LLJ w C]0W� ABBREVIATION LIST Abbr v.. Description AbbreV. Description Abbrev. Descriptiontion # NUMBER F.P. FIREPLACE L PT. D. POINT LOAD & AND FRT. FRONT PWD. POWDER = EQUAL FT. FEET PLW. PLYWOOD @ AT FTG. FOOTING oZUj _� .oma SPANISH TILE A/C AIR CONDITIONING F.O.M. FACE, OF MASONRY R RISER ABV. ABOVE SLAB RECESS SECTIONS RA RETURN AIR ADJ. A.F. ADJUSTABLE ABOVE FLOOR GAL G.A. GALLON GAUGE RAD. REF. RADIUS REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR -_-REINF. REINFORCING AHU AIR HANDLING ;UNIT GFI GROUND FAULT INTERRUPTER RM.. ROOM ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRE PROVINCIAL CHATEAU wj J DROPPED SOFFIT VER, R & SH ROD & SHELF B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB COUNTRY MANOR B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFAST EXPOSURE: B SH. SHELF ENCLOSED BUILDING INTERNAL PRESSURE COEF.: + 18/-.18 viE / INSUL INSULATION SHWR. SHOWER CALC. CALCULATIONS INT. INTERIORS L. SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU OF :SPECS SPECIFICATIONS CL CENTER LINE 58 PBC. �� S.P.F. SPRUCE PINE FIR PR CLG CMU CEILING _ CONCRETE MASONRY -UNIT KS KNEE SPACE SPRG. PT. STD. SPRING POINT STANDARD C.O. CLEAN OUT L LONG P.,STL. STEEL COL. COLUMN LAV LAVATORY - ST R. STORAGE COMP. COMPRESSOR LDRY LAUNDRY _ LU CONC. CONCRETE LIN LINEN '°_ P T TOP CONT. CONTINUOUS LT LAUNDRY TUB r.. T&G TONGUE &GROOVE ca Uj OU LU L? TEMP. TEMPERED DB. DOOR B'e' ELL 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 IRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRR. MIRROR DN DOWN MLDG. MOLDING UC UNDER COUNTER DR. DOOR M.P.H. MILES PER HOUR U.N.O. UNLESS NOTED 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 E EGRESS O.C. ON CENTER W WIDE E.E. EACH END O.H. OVERHEAD W/ WITH E.W. EACH WAY OPT. OPTIONAL) W.C. WATER CLOSET EL. 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 FOOT W.W.M. WELDED WIRE MESH 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. IFOUNDATION I P.T. 1PRESSURE TREATED ,STASI END GRAPHICS LEGEND S.F. zzz� 00u, Z � L0bOZ z - _-- '"' DETAIL # DRAWING # n - - ��wa . 00 z> �WoZ ( / --- LU U- Z Q DETAIL # DRAWING # Z � � w0 FLOOR PLAN Ce W ke ¢,w S - Wit=-c5� FLOOR PLAN NOTES, SCHEDULES, & DETAILS ~Z � EXTERIOR ELEVATIONS 3�m A5.82 8 oZUj _� .oma SPANISH TILE U, O a REAR & SIDE ELEVATION, & ROOF SLOPE PLAN EXTERIOR ELEVATION DETAILS u, cc wmLU Z p J M C) LL. SHAKE SIDING Q U O 0 SLAB RECESS ,STASI SQUARE FOOTAGE Q OOT GE NOTES END GRAPHICS LEGEND S.F. FIRST FLOOR PARTIAL SECTION DETAIL # DRAWING # TOTAL LIVING AREA - _-- INTERIOR ELEVATION DETAIL # DRAWING # _ - - COVERED LANAI BUILDING SECTION GARAGE(s) ( / --- DETAIL CALL -OUT DETAIL # DRAWING # DETAIL # DRAWING # _ FOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS FLOOR PLAN ., A2.82 CEILING HEIGHT CHANGE A2.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS Hernandez, AIA EXTERIOR ELEVATIONS CENTER LINE A5.82 8 FR NT 0 &SIDE ELEVATIONS SPANISH TILE A5.1.82 5.2.82 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN EXTERIOR ELEVATION DETAILS ELEVATION MARKER SHAKE SIDING BUILDING SECTIONS SLAB RECESS SECTIONS SIDING Ln o A1.82 FRAME BEARING WALL N EL RICAL LAYOUT E1.82 ELECTRICAL LAYOUT BRICK ANDARD NOTES & DETAILS D3 STANDARD NOTES & DETAILS INTERIOR WALL (NON-BEARING) STANDARD NOTES & DETAILS STUCCO FINISH STANDARD NOTES & DETAILS CMU MASONRY WALL a oc ---_ EARTH ABaR. FULL NAME GABLE END WALL N. ' MANOR INSULATION 03 WIL. FRAMED KNEEWALL E0� 07 DECORATIVE STONE PROVINCIAL CHATEAU wj J DROPPED SOFFIT VER, VERSAILLES PRE -CAST LINTEL/ HEADER 10 DESIGN CRITERIA ONE STORY: FIRST FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 MEDITERRANEAN TRADITIONAL F� BUILDING TYPE: V - B COUNTRY MANOR RISK CATEGORY: II DESIGN BASED ON F ORIDA BUILDING CODE WIND DESIGN BASED,:ON: ASCE 7-10 6TH EDITION ITI N D 0 ( 2017 ) 28 30 tFT. F.B.C. 6TH EDITION 2017) RESIDENTIAL 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: B F.B.C. 6TH EDITION CONSERVATION 2017) ENERGY ENCLOSED BUILDING INTERNAL PRESSURE COEF.: + 18/-.18 viE / F.B.C. 6TH EDITION F.B.C. 6TH EDITION0 '2017 FUEL GAS 2 17 ) ACCESSIBILITY FOR WINDOWS/DOORS, SEE FLOOR PLAN FOR ACTUAL PRESSURES: X r►v. NATIONAL ELECTRIC CODE 2014 (NFPA 70) FEMA RULES & REGULATIONS N.F.P.A. 1012014 TUSCAN JASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED< AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE Q OOT GE NOTES AREA CALCULATIONS S.F. FIRST FLOOR 2759 TOTAL LIVING AREA 2759 SQ. FT. 4V O ' 9 GN1 COVERED ENTRY 72' COVERED LANAI 288 GARAGE(s) 602 TOTAL O 3 721 Q T. S F LIST OF DRAWINGS LODE COASTAL ELEVATION January 26, 2018 C1 ICOVER SHEET - Index of Drawings 4V O ' 9 GN1 IGENERAL NOTES FOUNDATION PLAN r A1.82 ISLAB LAYOUT A1.N _ FOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS FLOOR PLAN A2.82 IFLOOR PLAN A2.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS Hernandez, AIA EXTERIOR ELEVATIONS AR 98560 , A5.82 8 FR NT 0 &SIDE ELEVATIONS A5.1.82 5.2.82 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN EXTERIOR ELEVATION DETAILS BUILDING SECTIONS A7.82 "BUILDING SECTIONS DIF..FUSER LAYOUT Ln o A1.82 DIFFUSER LAYOUT N EL RICAL LAYOUT E1.82 ELECTRICAL LAYOUT ANDARD NOTES & DETAILS D3 STANDARD NOTES & DETAILS 07 STANDARD NOTES & DETAILS LM STANDARD NOTES & DETAILS a oc e USE ELEVATION ABBREVIATIONS, ABaR. FULL NAME ELEV. CODE N. ' MANOR 03 WIL. WILLIAMSBURG E0� 07 PRO. CNA. PROVINCIAL CHATEAU wj J 08 09 VER, VERSAILLES 10 CLA. CLASSIC 18 _DIED. TRA. MEDITERRANEAN TRADITIONAL F� 19 20 SOU.' COUNTRY MANOR 21 �ER. HERITAGE Awa# k 22 MN. MSN. CIMMARON MISSION 28 30 tFT. CRAFTSMAN � i 31 :ACL. SPANISH COLONIAL Q �� 32 DOR. BORDEAUX 6 a 33 ,BRO. BROUGHAM d o 39 a EN. RENAISSANCE LLJ 40 UIE. VIENNA 41 SUS. TUSCAN ca 44 CLS. CALAIS J 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH w 80 CRB. CST. CARIBBEAN COASTAL 81 82 W Q W U V Z U Q W m F— a F— Q I �h i Ln tV f 0 M %D oppice C AOply o az a fkof AIJifsk 1190 8 t1t F— w Q . � H 1 TO THE BEST OF MY IOIOXM1EDGE, THEDESI01 DEPIGTID OIIITHIS MAWAki COMPLIES LODE January 26, 2018 ' 4V O ' 9 a r r � r R 96730 RED aRG� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 , Sang-Yub Lee, PE 72328 o rn LU o � Ln o U V1 N rn > co coo . LU �Mv LM .L� a oc —j W V O 2 0 L cco E E0� r N U r. wj J toto N CL F� ZE Awa# k ce � Uj 3 L 3 � i f Uj Lij Q �� F— 6 a C) . U) d o 3 � V LLJ Z Cr cc ca w LU 17u^� J to ( r, w Uj E i i �w LU T� C3 c=n U m 2 oC Iw ca Uj OU LU L? ., SERIAL NUMBER 1014,0 WfIH THEAPPLtC1BlE MINiMUM:BUlIflDIG ]PI EFFiLTAS OF DATE OF CF0.7IFIGTtai BELOW. U 2 as •C 0 d m 1— 0 zo.-. o z z aoU) z'cU)n"W CD U) Uj a_cG m O W J U- O U H LU z w = Q CM LU n Uj O M 0 z=�-- 0 � 0 W J W z O W O W (n 0 W Q < 0 LU LU LLA 0ex. EnQ W c M a 0 W Z z i Q W H � cC � LU � _J M Q ce-o L_ OoQ..m LU v � Q o 0 CL z w z � m Lij C:) z U Q W W CL O z w ma> Jp--J J i^ J O _ W Ln O p U U0 LLA 5_ O cC F- a =°a0 z(ngC_ Qwz m0°w� LU �LwU O (nJ W LU Z V ~ 02 % U) cG m CD C:) O FLU_: wztn (n LLJ U) W n Z '-'C7WO H zQ w a C]QWO Lij z z = LLJ (D j 2n U)— 1< an=z cn LLI ce Qcn O p w LLJ F—C=��� w LLJ zOw� M pZ z z p cn C.L-cnp M 1.- Q F- zW Q O En � fN H a w Q cZE Uj LU WU__z� rq zU�LU LL_ _� W (n E? W BLU vi-eiP c -n LZ W ceLUca n CD WSW I �WmW � C:> O GENERAL NOTES 40 PSF 50 PSF ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDING R S 0 TREADS SHALL BE OWER HEAD AT SECONDARY BATH SHALL BE 6 -10" STRUCTURAL. DESIGN CRITERIA 10 PSF 10 PSF DOORS & WINDOWS PLUMBING NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: 0 E. PLUMBING AND SEQUENCE TO INSURE THE SAFETY OF THE UILDING AND ITS COMPONENT PARTS TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7'S . FT.. IN AREA. THE BOTTOM OF THE OPENING H Q SHALL NOT BE MORE THAN 44" OFF THE RESIDENT AND IAL DURING ERECTION. THIS INCLUDES,BUT IS NO LIMITED TO THE ADDITIONF 0 FLOOR AND NO PART OF THE OPERATING ME " MECHANISM SHALL BE PLACED HIGHER THAN 54 A.F.F. ALL HOSE. BIBS SHALL BE F " FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26 'WHATEVER TEMPORARY .BRACING, GUYS OR TIE- OWNS.. MAY BE NECESSARY. �� WINDOWS GREATER THAN 72 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HE HEIGHT GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. :ABOVE GRADE. ATTIC WITHOUT STORAGE 10 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1 4" DIA. x 3 1 " " / IL TAPCON SCREWS, 6 FROM EACH END AND 12 C/C' ADDITIONAL FRAMING MEMBERS. SHALL BE NAILED TO PRIOR STUD W/ DRAWINGS ARE DIAGRAMMATIC DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES PIPING ATTIC WITH STORAGE 20 PSF 30 THE OPERATING MECHANISMS OR F SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. HABITABLE ATTICS PSF WINDOWS INDICATED WITH E OR EGRESS MUST BE MANUFACTURE O (EGRESS) D TO CONFORM TO THE BLDG. SHOWER HEAD SLEEPING ROOMS 30 PSF CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SH �_ �� OWER HEAD AT MASTER BATH SHALL BE 7 4 HEIGHT OF SH TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MINIMUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND, TOTAL: 40 PSF 50 PSF ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDING R S 0 TREADS SHALL BE OWER HEAD AT SECONDARY BATH SHALL BE 6 -10" STRUCTURAL. DESIGN CRITERIA 10 PSF 10 PSF TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING RE REQUIREMENTS PER 2014 FBC 2411.1.2 Q GENERAL NOTES LIVE LOADS: ROOF 2Q PSF .(REDUCIBLE.) SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL L BE EQUIPPED WITH ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. RESIDENTIAL FLOOR, UNLESS O HERWISE INDICATED 40 PSF SOLID WOOD D 3 DOORS NOT LESS THAN 1/ INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE LOAD, BUT NOT EXCEEDING ACTUAL 40 PSF STEEL DOORS NOT LESS T A THAN I% INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ONSTRUCTION. THE ARCHITECT SHALL BE STAIRS 40 PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING TO FIT WI Q WINDOW OR DOOR SIZES, PRESSURE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. ATTIC WITHOUT STORAGE 10 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1 4" DIA. x 3 1 " " / IL TAPCON SCREWS, 6 FROM EACH END AND 12 C/C' ADDITIONAL FRAMING MEMBERS. SHALL BE NAILED TO PRIOR STUD W/ DRAWINGS SHALL NOT BE SCALED. ATTIC WITH STORAGE 20 PSF 30 (2) ROWS OF 10d NAILS AT 10" C/ C INSTALL SOFFITS PER FBCR R703.1.3 AND R616, HABITABLE ATTICS PSF ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION SEE ROOF SLOPE PLAN FOR STANDARD, GUTTER LOCATIONS (AS REQUIRED). CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY T HE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE STRENGTH @ 28 DAYS OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE, NOA . THE NOA SHALL D ( ) DEFINE THE MINIMUM REQUIREMENTS FOR R Q 0 CODE -COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE REINFORCING: WELDED WIRE FABRIC SHALL CC NFORM TO ASTM A185 APPROVED' NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL ALL REINFORCING BARS ASTM A615-6060,000 PSI PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD .POLYPROPYLENE FIBERS FOR OR S BS ON GRADE MINIMUM 1.5 LBS. OF FIBERS : PER CUBIC YARD PROVIDE 12" NO SAG GYP. �� / Y .BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE �� X GYP. BOARD ON ALL ,. CONCRETE ASTM C90-01, STANDARD WEIG MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS'MASONRY „ „ T UNITS, fm= 1500 PSI MORTAR TYPES 1800 PSI INSPECTION IS REQUIRED Q 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. _. UNITS: DURING CONSTRUCTION MUM DRY DENSITY, DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL =OR TERMITE PROTECTION. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8 ABOVE FINISHED FLOOR. F> STRUCTURAL ALL STRUCTURAL AND MISCELLA YEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD OF 4D GALVANIZED 3 OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST I BENT OVER TO ENGAGE NOT LESS THAN / NCH AND AN THREE STRANDS OF LATH, METAL AND WIRE LA�H SHALL 8E STEEL: WELDS: E70XX ELECTRODES AL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS UNDER -STAIR SURFACE AND ANY . FAILING TO MEET THEGEOTECHNICAL ENGINEER'S SHALL BE RECOMPACTED SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCK GYPSUM BOARD. WOOD BEAMS RAFTERS JOIST PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) 3 /s INCH IN DIAMETER.' e „ FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) GLASS BLOCK :.' WALL SHEATHING: PLYWOOD C- /C -D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE - STRENGTH. TYPE. S 1800 psi AT 20 DAYS VERSA LAM BEAM: Fb = 2900 PS (2.OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. r , WOOD COLUMNS: PARALLAM 2.0 U.N.O. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION - TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MINIMUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND, TOTAL: 40 PSF 50 PSF WIND UPLIFT RESISTANCE: 10 PSF 10 PSF STUCCOALL EE DRAWINGS FOR SPECIAL S EC CONCENTRATED LOADS. DESIGN FOR NEW WIND EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE C H OAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOOR DESIGN LOADS: ` ;..� TRUSSES: DEAD LOAD;. 20 PSF OUTDOOR KITCHENS LIVE LOAD: 40 PSF ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. TOTAL: 60 PSF 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. FOUNDATION/SITI;PREPARATION: ANCHORAGE METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 1. FOOTINGS 00 NGS WERE DESIGNED FOR AN :ALLOWABLE SOIL BEARING PRESSURE OF 2,500-PSF, x.. re '< r FOOTING EXCAVATIONS AND SLAB SUBGRADE SHA 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL P BE LACED N OT E THAN AN 6 INCHES APART AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE _. OF AT LEAST 98% OF THE MODIFIED PROCTOR MAX MUM DRY DENSITY, DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL =OR TERMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT F> 2. THE OWNER SHALL RETAIN THE SERVICE 0 AN N S F I EPENDENT GEOTECHNICAL ENGINEER OF 4D GALVANIZED 3 OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST I BENT OVER TO ENGAGE NOT LESS THAN / NCH AND AN THREE STRANDS OF LATH, METAL AND WIRE LA�H SHALL 8E TO VERIFY SUCCESSFUL COMPLETION OF SITE PREP RATION EFFORTS, LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THEE UIVALENT OF NO. Q 0 . FAILING TO MEET THEGEOTECHNICAL ENGINEER'S SHALL BE RECOMPACTED 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1%INCHES LONG HAVING A HEAD NOT LESS THAN i " AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. 3 /s INCH IN DIAMETER.' 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIC. N BEARING CAPACITY, AND THAT THE MIRRORS :.' COMPACTION REQUIREMENTS HAVE BEEN MET SHAL BE MADE BY THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. H.V.A.C. NOTES r , - TERMITE SPECIFICATIONS: THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: MECHANICAL, RESIDENTIAL, AND ENERGY CONSERVATION - SECTION R318 PROTECTION AGAINST TERMITES MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED PESTICIDES BAITING I G SYSTEMS, AND PESTICIDE TERMITICIDES, INCLUDING SOIL APPLIED APPLIED TO WOOD, OR OTHER APPROVED METHODS ALL INTERIOR &EXT EXTERIOR MOUNTED H.V.A.C. C. E UIPMENT SHALL BE SECURELY FASTENED IN PLACE OF TERMITER T P 0 ECTTON LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE 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. SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOTES DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT THAT CONTAINS THE FOLLOWING STATEMENT: FOR THE P E REVENTION OF SUBTERRANEAN THE DWGS. ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. TERMITES. TREATMENT IS IN ACCORDANCE WIT RULES AND LAWS ESTABLISHED BY THE FLORIDA ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION P TON RIOR TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DEPARTMENT OF AGRICULTURE AND CONSUMER ERVICES." DRAWINGS. NOTE: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL 1) TREATMENT "LIR ELECTRICAL. CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. METHOD OF SHALL BE APPROVED OR BORA-CARE" PRODUCT METHODS MUS BY THE GOVERNING JURISDICTION UID BORATE BE DETERMINED AT. PERMIT STAGE AND PODUCT GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP' OUTLETS INSTALLED APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. OUTDOORS, IN BATHROOMS, & GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. 2)PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BEHARD WIRED110 VOLT TYPE TO PORTIONS OF WOOD ARE REQUIRED TO BE :- FIELD TREATED TO PREVENT INSECT INFESTATION. 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 MEMBERS WITHIN 24" A.F.F. OPTIONAL BORATE APPLIED TO ALL FRAME 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 61, FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC -FAULT INTERRUPTER PER NEC 210.12 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. 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. � 4 R 967 O AEI Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 O 01 Uj c 1 ,-cl) U CA - N cc > ,-� o a Uj L N 4 E 0 (� Uj i J #1. a -°a C) ct cr i C� M Ln E0 < O N U n ..:%0 O < t0 V N CL LU ce � �� LE ' � 1 i E : LU LU Z�, \ �cez z 0 :. ILI 0 LU t z� C w ' N C7 Uj tri o LU k Uj ILI I a LU 0 (Dz Uj J Uj VUJ LLA W Uj SERIAL NUMBER 1014.1 Z Z LL - 5 cin , 48"X48"X4" p w 2'-011 21_011 141-5Z"gCONC. PAD 3 i i cc ,,, GAS LINE TO ABOVE GRADE i i LU wCL �- (nwQ 1" 1 I O II o 1 o m 81.511 1-2 51.911 I TANKLESS WATER I J _ J a c-0 0 o w HEATER © HB (n a L" n r O _ --- ----------------I �----- N - --� L--- ------ -- -- d Kir, IIII I I , ©II LUQ N N II Ii I 1 1W =� Iw~O N W I _i 1 1u 1 n C_J I 1 OO= 1 ld T - 1 111 _ _5- 6 2 1_ 11'; 4 -3 IIx I I 1 1 I f z_ E- 2 7 3 0 4 ,, I I 11 I WATER SOFTENER 2 I I -----J Q II r , ouzo 11 ii it Ir LOOP 2 LU Ln -, Q i Lij V-4 bo 60 >w�"' I 11 o I, II LU o F-� o . 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FIELD TO VERIFY ALL A LINE ADDITIONAL NOTES SCHEDULES & DETAILS Uj CO GAS I E , z �. ATI NCAN BE FOUND ON THE A1.N SHEET. o o ,�.C LOCATIONS PRIOR TO POURING SLAB acai--a i TO THE BEST OF MY KNOWLEDGE; THE DESIGN DEPICTED ON THIS DRAWING COMPLIES.WTrH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECr AS OF DATE OF CERTIFICATION BELOW. December 15, 2017 43F FLO R IM7 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C1 Q ,I �O 00 0 h- Z:3 ,4-J 00 U t6 d- U) N . 1 N '.j QCL M0 L U_ kn 0- �. 15 C:) Q C Co LU 00 Ln E O OD ~ d - Q. N c�� r; e0 d' NCL I ' 1 ` LU ce- w� X" ) L H %n ; J ZLu1-- U C) 2 cry< �roaC�O Uj U ri LLJ z I aC LUUj m € 1 N � J Q r - LU , W r � LU Ltj tD crf Ln., { 00 0 Lu L Co LU Lu'y.. cc LU =� (.J (n = SERIAL NUMBER 1014.0 FOUNDATION NOTES SEE GENERAL NOTES FOR CAST IN PLACE 1' CONCRETE AND REINFORCING REQUIREMENTS 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 3 EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE PROVIDE 8"X 11/2" RECESS AT SLAB 4' PERIMETER (TYP., U.N.O.) 5 ALL FOOTINGS SHALL BE MINIMUM OF 12 BELOW GRADE JINDICATES DOOR OPENING W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. PER PLAN 1/8" (MIN.) SAWCUT x 1/4 OF SLAB THICKNESS SEE FOUNDATION PLAN FOR LOCATION a t g 77T SAW CUT DETAIL Z U- 0 b1 pz 1 z o A1.N SCALE: 3/8" = 1'-0" z` U w A E` Ovan G. Drummond, AIA Ly W AR 96730 p a m CC Z Hernandez, AIA AR 98560 O w LL. O 72328 M~ mp O w Q aLLJ La Co 00 in w +j 06 C]=W Q00 - ;: 00 q W z lua U W :-3:0 � ' oo 0 FRONT WALL OF GARAGE r cn Do t=om O > O LU . EOao ...i WLU¢ Z N PROVIDE 11/2 D x 5" W ,Q 0 I ce LU LL- viai:. U PROVIDE 4 1/211 D x 8" W` LU Ce RECESS SLAB RECESS a LLj LU F— W zLU i CC IN SLAB LU V / J 5 H - p O C: �-Q W J II 1/ z BRICK PAVERS GAR. W 0 © J z0 W m Y vo m FIN. FLR. LU0z _I LU ¢Joe GARAGE ' z -w iLn LU LU ¢Ioc . DOOR c� 0,"' - Co ` 4-w 3� zoz 1 � ¢ SLAB O LU Cew moC'-, cOGZw . i 4 J O F— ¢ ., Z LJ.. W t V. -= I I- O O oc WALL PER PLAN 5" oG cn �j w CL. - aOz W u =mo 0 Q U) Z z�'�� W Q Z mm w J� Q p w ¢ p p I~ U) w W PLAN VIEW wz 2 SECTION Ca@ GAR. DOOR Ln 7-1.SERIAL NUMBER cc o o SCALE: 3/4" - 1I_0 U=) cgzz� pgwcn U } U) i1i w O cV o wpoG Cn mCCaZ r�Q>Uo - „z=Z Me LLJ Z 0 LU T 0 w ~ w p�d � IUJ w = oG p c=pw LU IZ- pLj-W I� z_�� z5z Cl - ONLUp a U) b0 1_ QQ (n�ZQ r F- a ED Z Mw[�a- wwz T zV�U- oC w U- ��� LU w°C0° in � o = U) \ owoau, 1-4 J 2 J L L � O O U- CC ¢ V F- O I FOUNDATION NOTES SEE GENERAL NOTES FOR CAST IN PLACE 1' CONCRETE AND REINFORCING REQUIREMENTS 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 3 EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE PROVIDE 8"X 11/2" RECESS AT SLAB 4' PERIMETER (TYP., U.N.O.) 5 ALL FOOTINGS SHALL BE MINIMUM OF 12 BELOW GRADE JINDICATES DOOR OPENING W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. PER PLAN 1/8" (MIN.) SAWCUT x 1/4 OF SLAB THICKNESS SEE FOUNDATION PLAN FOR LOCATION a t g 77T TO THE BEST OF: MYRNOWLEDGE;.THEDESIGN.DEPICIED.ON TNIS '. DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERT[FlCATfON BELOW. December i5, 2017 1014,0 SAW CUT DETAIL 1-1 b1 1 �y# II \ * 4 A1.N SCALE: 3/8" = 1'-0" 3° A E` Ovan G. Drummond, AIA AR 96399 W AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn La Co 00 +j 06 � Q00 - ;: 00 q W lua U -a � ' oo 0 FRONT WALL OF GARAGE LU kA coo ca Do t=om . EOao ...i N PROVIDE 11/2 D x 5" W O 4t 0 U RECESS AT GARAGE DOOR LL- U PROVIDE 4 1/211 D x 8" W` RECESS SLAB RECESS LLj LU F— W i L 4< IN SLAB LU V / J 5 H � Q Q C: �-Q � C!) Q �o II 1/ z BRICK PAVERS GAR. W w n z0 W m Y 0 FIN. FLR. _I LU GARAGE ' A iLn LU LU DOOR U ` 4-w 3� 1 SLAB O RECESS Z ( V. -= I I- UJIU WALL PER PLAN 5" z - a• •, W u 0 Q Z Q Q Ly p Z. I~ m. PLAN VIEW 2 SECTION Ca@ GAR. DOOR Ln 7-1.SERIAL NUMBER 1. SCALE: 3/4" - 1I_0 U } cV o Cn T IUJ I� 1_ T TO THE BEST OF: MYRNOWLEDGE;.THEDESIGN.DEPICIED.ON TNIS '. DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERT[FlCATfON BELOW. December i5, 2017 1014,0 1-1 b1 �y# II \ * 4 3° A E` Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn La Co 00 +j 06 � rn Uj 00 q p M 3 U lua U -a � ' oo 0 LU kA coo ca Do w M Ln . EOao ...i N .J O 4t 0 ON r4 ,. LL- LL - LU LLj LU F— W i L 4< LU V / J 5 H � Q Q C: �-Q � C!) Q �o LLf LLj z LU m LLJ W W z0 Y 0 w _I LU ' tD iLn LU LU 1 O 0 UJIU W 0 Q Z Q Q Ly p Z. m. Ltj CcLLJ Uj Ln 7-1.SERIAL NUMBER TO THE BEST OF: MYRNOWLEDGE;.THEDESIGN.DEPICIED.ON TNIS '. DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERT[FlCATfON BELOW. 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OVER 48" HIGH ' HEATER ' ' HALF WALL GAS TANKLESS BUILD -OUT @ ' WATER HEATER _ I , 4211 HIGH LQ ©� 0 0 A HB 14 ® 7.777-77-7- .77777.771 � O ZD _ 5'_g" INEN &SH WATER SOFTENER,---------- �----- - I I I 21-411 �- LOOP i 6" �7-:3� M ' n ' n ' n ' 11 ' 11 ' IT 4'-1 5'-6" 3 -8 oc { 6f-411 I 101-611 10 -10 11-4 22'-8 6nI — ASTER 13 F_ 7 , O I= BE ROOM 2 RETREAT BEDROOM _ DO 3 I I TWO CAR BATH SHWR. AT I 9 -0 CLG. 9'-0" CLG. = 9'-0" CLG. I ( o - '- " o s WIC I _ I = - I ' , _ _ 9 o CLG. _, @ 18 A. . O o I I Q GARAGE ' °° gl_�11' �n 9'-0' CLG. I I ^ Ce ; " ; 0 11-211 61-111 0 - I I _ I N I I -o i 9'-0" CLG.. -' BUILD -OUT c., ao I o I� RECESSED I I o 42 HIGH 8 h rr \ W i O i o -� _ I X r. I AIR HANDLER ; �I / \ I I 22" 341' I 11 IN CLG. " " aC i i to opo _ o I' PROVCDE 72 x 96 x - - - I ATT C I I- - - - - - 130" RECESS FOR AHU I I - M � _, 8 BATH 2 ��, o 1 _ &SH AC ESS 8 1 _ ( 9-0 CLG I IL - o' `n 'ti ' F 221.611 M to 611 MASTER O a BEDROOM o M10'-0" CLG r I,+ I �+ I a' 2f' 611 WALL 34- REAKFAST i COVERED 1 1 "A.F.F. ROUGH 1 LANAI I AREA 10'-0" CLG. 10'=0„ CLG I' b I 8 Ln FLAT SOfFIT AT II ' REF. 1 FLAT SOFFIT I - I�I 9'-0" A.F.F. I N = �, U SPACEi,, l o ,-' _ _ o SEE ELEVATION' €q N � W15" DINING o STUDY z 7 R00 M 101.011 CLG I N 6'-411 1 Cn .I.0 E HEADER I 9'-0" CLG. Io z R 9673 L--- --- - 5'-0" ED R&SH .T.4 I,+ I �+ I a' 2f' 611 WALL 34- REAKFAST i COVERED 1 1 "A.F.F. ROUGH 1 LANAI I AREA 10'-0" CLG. 10'=0„ CLG I' b I 8 Ln FLAT SOfFIT AT II ' REF. 1 FLAT SOFFIT I - I�I 9'-0" A.F.F. I N = �, U SPACEi,, l o ,-' _ _ o SEE ELEVATION' €q N � W15" DINING o STUDY z 7 R00 M 101.011 CLG I N CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 15, 2017 222 FRA E HEADER I 8" �,<� z R 9673 - - --- - 5'-0" ED GA .T.4 AR 96399 _ 101.011 CLG AR 96730 00 o J - °o San -Yub Lee PE 9 , 72328 I" ' II 15'_4"11-9- 11 ' " t 11 IT 1 '� ' _ ' II I X I I I- - n SPACE ► --I ----i GAS LINE` TO DRYER KITCHEN 5 - 11 6 6'-2" 3'-8 1-2 3 -0 10 `9 3 -11 3 -111 ' 1 II I , I u, 19'"31 3'_01. 12 a" I= �0o6 1�2 GASFIREP CSE FLAT SOFFIT AT EL '.' Ln II/�.I.C.,,_,I I 1 11 19 -4'31-411�r - a 7 10'-0" CLG. = ( of - N 0 91.0" CLG. I Ln In -' k I - = 6 O = LDRY. r-7, I L- J L_� 1 2211 X 54" I i L j J I Q - - - LU f- 1 0 CL �- CL io - N'F I DORMER ABOVE I I PT. DBL --------------- O° _A N I N N d' I A.H.U. 1 I------------------, ATTIC ACCESS WR I 10" X 10" AIR - N z +� I------ Y SH - - - i ch - \ LINEN --_ o-��_ -.-------- -- — ----- _��- = L LU L----- -, PULLDOWN STAIRIe W33" W33" W33" YEN a_ W STORAGE F COVERED w X._1 CD N wI II r) LL_ Uj ��LU OO ROOM � LU - I,+ I �+ I a' 2f' 611 WALL 34- REAKFAST i COVERED 1 1 "A.F.F. ROUGH 1 LANAI I AREA 10'-0" CLG. 10'=0„ CLG I' b I 8 Ln FLAT SOfFIT AT II ' REF. 1 FLAT SOFFIT I - I�I 9'-0" A.F.F. I N = �, U SPACEi,, l o ,-' _ _ o SEE ELEVATION' €q N � W15" DINING o STUDY z 7 R00 M 101.011 CLG I N CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 15, 2017 222 FRA E HEADER I 8" R 9673 - - --- - - 00 _ 1 GOURMET co ED GA .T.4 AR 96399 _ 101.011 CLG AR 96730 00 o 6 " - °o San -Yub Lee PE 9 , 72328 I" 15'_4"11-9- if ' 7 - OUT COL _ f � I ' L I I- - n SPACE ► --I ----i GAS LINE` TO DRYER KITCHEN cc 0 t4f 11 6 I M 131-811 LU 11'_21' I u, 19'"31 3'_01. 12 a" �' �0o6 1�2 GASFIREP CSE FLAT SOFFIT AT '.' Ln 1 11 9 '8 1 11 19 -4'31-411�r - a GAS COOKTOP 10'-0" CLG. = ( of - Q 0 p' - - - - - - - - - - = In -' k I - N - o O s' -o" A.F.F. LDRY. LU L j J I Q _ Z LU f- 1 0 CL �- CL io N'F I DORMER ABOVE I I PT. DBL --------------- B36' N I N N d' = 1 1' 9 -0 CLG Og01JUMPER I 10" X 10" AIR U) N z +� I------ Y = - - - - -' ch c F O -.-------- -- — O � = L LU I GREAT = W33" W33" W33" YEN a_ W STORAGE F COVERED w X._1 CD N r) LL_ Uj ��LU OO ROOM � LU - DROP - ISERIAL NUMBER _ 1014.0 = FLAT SOFFIT AT 9 -0 CLG. SO ENTRY A- _ O Cos 'Q _ - ... . ,. PRIVACY WALLHg O REFER ELEVATION I �o 10 0 CLG. E O I N �, I ZONE .1 MT. 11 8 COLUMNS 9 -0 A.F.F., ',� 10'-0" CLG SHEETS FOR DETAILS I I GAS LINE (TYP OF 4) i _ d- _ 1 " _ M 9 0 CLG.:. 5 O TYP. U.N.O. 31.6" 41.011 Q 13'_8" 81.011 35'-81' 15.311 _1 TO REAR- I 7'-611 141-8" - , ,T-116 1 62'_11 1� _ — — FLATS SOFFIT 1 " AT 8 -0 A.F.F. °° 6 �� co 871.6" M ......: 9 I I 41.21' L 27'_8�� A7.82 ' 121-10".. 1.1011 31.0', 111.4'... " 8'_0'1 2�_g�� L46 TI U A LU I I _- I _ i FI T FLOOR PLAN FIRST RS - A - " _ 1'_01t SCALE. 1/4 - A7.82 I 4 O MT. ' O - - - _ 1 N _ _ �° 12 0 CLG. 11 FOYE 11 I_ 1 . 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Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 San -Yub Lee PE 9 , 72328 C) M 1j Uj (J) N cc 0 t4f >�o CL L- - �UJ ce) if LU_ n 0- woo a 00 L '` aO M m �0o6 1�2 . -- E ' N U to C) a N CL C) O ,.1..• C, O UJI LU L j J I Q _ Z LU f- 1 0 CL CLCn Q aC (D CL Lu V 25 LUI Ce 5 W N .W_I U) N z +� Y o� , F O � L LU r 3 i t—) _I 00Z 0 02 O r) LL_ Uj ��LU . , oC LU O ISERIAL NUMBER _ 1014.0 = V- �y O CODE IN EFFECT AS OF DATE OF. CERTIFICATION: BELOW. December 15, 2017 ¢ ^ !�A/ Z in W on a x OLu a m OZ --j w � U- o w � Ovan G. 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CERTIFICATION: BELOW. December 15, 2017 on a 967 r Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C) rn LU C> M o :te 06 Uj u7�N Lij OO > 00 0 CL d' M L3 LU G� Op 10 LU V) U C � 00 w m.Ln Q N U -j 110 ko 0 N 3� LU ce- LU L 1- � LUf --� o- ,ct o CL U.1z U 0 Q z� Uj UjN LU En Y1 Uj ME LU CnL Ile Uj Uj Cn t F�� 06 U.J U-1 i W • ! z CL Q Ln 0 LU LUUj o 5 =� V3 d ILL 3 E., NUMBER X1014.0 ELEVATION NOTES PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR TOP OF RIDGE - - - - - - - - - - 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE FLASHING 2. FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION - - - - -I "CORAL -LIGHT" OR EQUAL PRE -FINISHED 2FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3. MANUFACTURER SPECS. U.N.O. 5,2.8 BOARD AND PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE zBATTEN, TYP. 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. LO z z TRIM WORK FINISHES SHALL WRAP ALL OPENINGS II a FLASHING 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE z4w 1 o _ ................ .. RING OPENING L, FLAS . w o i-- 5.2.8 METAL WORK IN INTERIOR AND EXTERIOR RAILINGS a m = - - - - - - w _:___-_ r6.AND APPLICATIONST BE FAUX WROUGHT IRON 0 0 J Ur Nkt C:) LU ,_, p _� _....... .......:.. ...._ ALUMINUM o ca M HEEL HT. p F- N_ _ _ - - - - - - - - - - - - -- - - — -- - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, LU cc _, - -- -- --1EEL HT. a p - - - - - - - _ _ _ _ _ _ - _ - - IN ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE o ,,, Q OP OF PLAT � . � Ca - TROP OF PLATE ARCHITECT/DESIGNER o i THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING p~� .........- ............._ = W I ............. _ WITH THE SUB -CONTRACTOR MANUFACTURER AND p o= 1 I f / z = f- ac i- I - _ --- ._ 5 8. THE ARCHITECT/DESIGNER IN WHICH AL 5.2.8 C3 o 1 f' I.......: r I _ I _ ARCHITECTURAL APPLICATIONS WILL BE COORDINATED W o _.... l 5.2.8 _ r` aC U) - I J o J w z o o ..._ I _ o, AND APPROVED PRIOR TO INSTALLATION o o � I a' ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING I I TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING W Wo EFFECT AS OF DATE OF CERTIFICATION, BELOW. December 15, 2017 4X1 I BRACKET Ftp W _ co AR 967; ......... Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, ATA AR 96730 Javier Hernandez, AIA ..... ..... .................. AR 98560 Sang-Yub Lee, PE ..................... LU C) Uj ami 0 a � M LU N N cc 0 LU >0o - 0-14 M 9. HEIGH 'OF COACH Yu u,aco a _j CL cu o Lu Sf3 00 C o) L- 12 . 12 E0�< O 64 J �W�AA ) V 0 N _ - _ _ Uj �I LLJ ."E LU ;Z7 2w �. 2w LU Oce ELEVATION N NOTES . ADDITIONAL 0 O 0 W � z ,,, o Q ME CTz FIN._FL. I � N LU _ W _ _ N U) W0 r� � _ -- ---- - - -- _;: _ - 00 - -- C LU LU � f U) r FIN. FL. i I 3 9 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7 HEEL ,z W = �. .. W _ FFE TAT CORNERS 2 ALL HIPS TO BE MANUFACTURED WITH A 1.1/2 0 S W �. z z W 6 4 3- ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN 0cn �Q� cc p C; 0 Lri 5.2.8 5.2.8 8 3 A C UIP. � 5.2.$ Ce �Q �� ADDITIONAL 1/2 DROP ' .s Lu fn z z a Ce, LAJ C3 TYP. SERVICE COURT LLA 0 rERIAL NIUMBFP 1014.0 oar U mLU 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. December 15, 2017 Ftp W AR 967; Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, ATA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LU C) Uj ami 0 a � M LU N N cc 0 LU >0o - 0-14 M LU Yu _j CL cu o Lu Sf3 00 C o) L- 12 . 12 E0�< O 64 J �W�AA ) V 0 N Uj �I LLJ ."E LU ;Z7 2w �. 2w LU Oce O ME CTz oc w � N LU W N U) W0 r� W +� 00 w C LU LU f U) r i I 3 9 ,z 0 W W U-11 00 0cn Lri Ln Ce �Q ' .s Lu fn z Ce, LAJ C3 LLA rERIAL NIUMBFP 1014.0 �--------------------------------------------------------------------------------- � I r 1 I I I I I I I VENTING PER l - CONTRACT, TYP. 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. December 15, 2017 `0. 3 V s � t v Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C) rn Uj . Ln °j o (n � N " w Cc j00CD Q 0 LU L Z LPS CL LU 00 L. 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Li 2.82 ��1�Uj LULU1V = X ,r M z 5.2.82 SCALEI 1/2"=1'-0" �OO�- W ac�r-o NUMBER 1014.0 Z u_ H O Z Z a11.4 oU) OLU w a m O Z -J w __j w GO 0- q q w Z¢ � H m0 0 O = Z=F- 3:: LU � O > > J USO 0 (n 0 H = O LUV VLLJ � Q W GG Z W Z w W O LL- C:) J h- Z a PCe � O LUw 00 0 22Uj m aoo z O Cl - LU <t' oC U LL- C) w m Z p Z aha a o z W ca <C J C J Q w (% O O Ice ' O LU a0� �Oz LU mL) zU of �t W U) CO LU Q C1 W Q n 3wU) O U) Q = Q U)m Ce O > O ~ W = LLj Q ISL W V SO U U U 4< w CO U H Z` �O iO I L N M • S 3 t LU 1(10 z ,tet 3 TO THE BEST OF W KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING.COMPLIES WITH THE APPLICABLE MINIMUM BUILDING. CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 15, 2017 OF FLO � b i � s � $. gam +� 8 9673 #73 P 9 A. ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR; 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 O M Uj oO 0 06 m �0 Q M 0 .�" ` cn a (L) -0 U C co ua Op N � LA L-0 00 V N V n Jko C) co N LILI .. I C Z1 LU LULu LU . Q LLJ f- Q <qj Q.. o : Z 1 Z� w mW ( w W J 3 Q i U) z he Y L0 w LU t Cn LU LD j U LU C'j Ln 3 V z C) 00 f(t- V E2 z LIJ {{({{([{([{E LU 3 LU M Uj MEfW 1711ALT NUMBER TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE;MINIMUM BUILDING CODE TN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 15, 2017 onzm 96 µ ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560_ " Sang-Yub Lee, PE 72328 LL o rn LLj ..I 1-4 07 �- .Z Z LU ' 0 Uj >o Cq � m V Ultqa pp Lit i.. 00 L =.Go co N 2LA = EQ .j N V h J o tO ON [V . 2 LLI W L LU0 LU LO 6 i i t U �1 HUjCD Q Q u z , LLJCeJ Q z I t wLU N H LU N r\ ZO LU (LU W ,tea LU A Lu LU 00N Ha# o Ln U� UJ ! wM 90 SERIAL NUMBER 1014.0 E ELECTRICAL LEGEND d) SINGLE RECEPTACLE DUPLEX RECEPTACLE CODE IN EFFECT AS OF DATE OF CERTIFICATION; BELOW. ® 240V RECEPTACLE SWITCHEDRECEPTACLE > DUPLEX RECEPTACLE (220 VOLT) SINGLE FLOOR RECEPTACLE ,. �..... �., ....,,�.�.,.. %AIWTDI D(1(ll DAKIM (^AC TAAIVI CCC 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. December 15, 2017 OF FLO 3 S x R 967 D Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560; Sang-Yub Lee, PE 72328 oM LLA _j ,-„ 00 06 Z LU U N > 00 � co U L LL < U to a (U C> LU 00 L 00 ( 12 Ln CU C O N U J tD C) tD d' 0 ON NrL LU U LU U z uF- 1— cn o lQ ;.. ZLULUV Q z� Ce W ca N LU J Q W WLU, L13CK, $ 71=g t 3 N o 00 11 nJ LUU U1 wLU LU LU SERIAIL Nt MBER 1014.0 TIE-IN WITH WEATHER RESISTIVE BARRIER: ND EXTERIOR SHEATHING EXT -1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL(ExT- TYPICAL ICAL WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) (ASSEMBLED 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE O a I WINDOW) �- 02 � W m m BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER LU SILL PAN RA 3. FOLD WEATHER RESISTIVE Q'� cc o a, RESISTIVE BARRIER & HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE c� '�, z m INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & HEADER TO ALLOW FOR FLASHING INSTALLATION TO DIVERT RAIN .... SILL PLATE WALL PER PLAN WALL PER PLAN H z W w LU THROUGH FLASHING BARRIER :. TEMPORARILY SECURE W W ¢ > OV ED a > ' 1. CUT, FOLD UP &TEMPORARILY RA IlkDAIP r....:.T4..:.._ M O 4 INSTALL HEAD FLASHING EXTERIOR REGCET Coi, LU w WALL SHEATHING SECURE WEATHER RESISTIVE aM = (n 0 0 cue) WITH WEATHER EXTERIOR LU BARRIER U ER WEATHR R EESISTIVE BARRIER ABOVE HEADER TO WEATHER EXTERIOR ALLOW FOR FLASHING RESISTIVE SHEATHING P o BARRIER In z 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD INSTALLATION 6„ O FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE SILL PAN Q RESISTIVE 2 INSTALL HEAD FLASHING UNDER 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM o,.> PATCH NAILING FLANGE LU b h D OT,= t I, o NOTES: 3`o LU r. 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE J w z } > o MIN. 6" WIDE CONFORMING TO AAMA 771-07 o FLASHING ( ) 'L '~ FLASHING. 4: "10 0 2 REMOVE WEATHER RESISTIVE BAR RIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. i 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 cn ;wBARRIER EXT -1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL(ExT- TYPICAL ICAL WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) (ASSEMBLED WEATHER RESISTIVE BARRIER O a I WINDOW) �- 02 � W m m DRIP DETAIL Uj o LU SILL PAN RA 3. FOLD WEATHER RESISTIVE Q'� cc o a, 611 FLASHING u, cn 0 aLU BARRIER BACK OVER HEAD CD W c� '�, z m CANT STRIP ACROSS DOOR HEAD U)Cw7W� 0 TO DIVERT RAIN .... SILL PLATE WALL PER PLAN WALL PER PLAN H z W w LU :. LU CL W W ¢ > OV ED a > LU ¢ RA IlkDAIP r....:.T4..:.._ M O 111 EXTERIOR REGCET Coi, LU w WALL SHEATHING CORNER aM = (n 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM o,.> PATCH NAILING FLANGE LU b h D OT,= t I, o NOTES: 3`o LU r. 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE J w z } > o MIN. 6" WIDE CONFORMING TO AAMA 771-07 o FLASHING ( ) 'L '~ FLASHING. 4: "10 0 2 REMOVE WEATHER RESISTIVE BAR RIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. i 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 3 =zQ UJo�2 W�3 EXT -1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL(ExT- TYPICAL ICAL WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) (ASSEMBLED U) w _3:o 2M J W O a I WINDOW) �- 02 � W m m DRIP DETAIL LU EU xr-7 -HEAD RA 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM o,.> PATCH NAILING FLANGE LU b h D OT,= t I, o NOTES: 3`o LU r. 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE J w z } > o MIN. 6" WIDE CONFORMING TO AAMA 771-07 o FLASHING ( ) 'L '~ FLASHING. 4: "10 0 2 REMOVE WEATHER RESISTIVE BAR RIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. i 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 O p oC 4 0 Z _ m o LU 21-1 zcno0 m m W p J NOTE: THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVER S COND STORY WALL ABOVE THEM. 3 =zQ UJo�2 W�3 EXT -1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL(ExT- TYPICAL ICAL WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) N.T.S. (EXT -1) U) w _3:o 2M J W O a I OPTION- A O p oC 4 0 Z _ m o LU 21-1 zcno0 m m W p J NOTE: THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVER S COND STORY WALL ABOVE THEM. =zQ UJo�2 W�3 EXT -1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL(ExT- TYPICAL ICAL WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) N.T.S. (EXT -1) U) w _3:o 2M J W O a I OPTION- A �- 02 � W m m DRIP DETAIL LU EU xr-7 -HEAD C) :> Q'� cc o a, 611 FLASHING u, cn 0 aLU CONT. DRIP EDGE L w to c� '�, z m CANT STRIP ACROSS DOOR HEAD U)Cw7W� 0 TO DIVERT RAIN .... SILL PLATE WALL PER PLAN WALL PER PLAN H z W w LU :. ca��Z W W ¢ > OV ED a > SEE NOTE #2 RA IlkDAIP M O 111 EXTERIOR REGCET W(�' J Z (n '--� J Q LU w WALL SHEATHING DOOR aM = (n 0 0 cue) WITH WEATHER EXTERIOR LU RESISTIVE BARRIER WINDOW w t Z O w W cUn W r -+ O p oC 4 0 Z _ m o LU 21-1 zcno0 m m W p J NOTE: THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVER S COND STORY WALL ABOVE THEM. TO THE BEST OF MY KNOWLEDGE, DRAWING COMPLIES WITH T CODE IN EFFECT AS OF OFFLO R 96 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn 00 •� LLJ � N w Ln'>`N C) LU . M L LL ZCL a < (D 'a° o 15 Uj Ln C � L 00 w f E0 't, N U t0 d' N w x:LLJ 51i b Q -� Q ce L �..9 ' � t L f � Z CC W � W fV �.j i� E W UJ Q p p LLJ U) w _3:o 2M J W WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW �- 02 � W m rEXT-5 EXTERIOR OPENING OR BEAM EXT HEAD DRIP DETAI DRIP DETAIL -6 EU xr-7 -HEAD C) :> �3N.T.S._D3 EXT -6 (EXT 5) N.T.S. ( D3= N.T.S. (EXT -7) u, cn 0 Y L w to U)Cw7W� H z W :. ca��Z W W ¢ > OV W(�' J Z (n '--� J Q aM = (n LU w t Z O w W w=�p L,., ` E w Z p w F- cie Z ZLU Z O 0 ca -Z -En 0b 1 4Q Q LEn w,Q ` W Z WLL Z '2 V' 0 .W W ZW,O Z cn Q � � Q z �� LU W m r-77-RIAL NUMBER 1014.1 'pZWF- ., QbCoe � OWmw` o -.y Z J � ra ---� O 0U - I— C) TO THE BEST OF MY KNOWLEDGE, DRAWING COMPLIES WITH T CODE IN EFFECT AS OF OFFLO R 96 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn 00 •� LLJ � N w Ln'>`N C) LU . M L LL ZCL a < (D 'a° o 15 Uj Ln C � L 00 w f E0 't, N U t0 d' N w x:LLJ 51i b Q -� Q ce L �..9 ' � t L f � Z CC W � W fV �.j i� E W DATE OF Z Q Y LU :TNEDESIGN DEPICTED ON THIS - HEAPPLICABLEMINIMUMBUILDING DATE OF W O Z cn Q � � Q z �� r-77-RIAL NUMBER 1014.1 CERTIFICATION BELOW. ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT. (CO RACTOR TO - 0 7/16" SHEATHING PROVIDE PRODUCT APPROVAL R ROOFING (CONTRACTOR TO PROVIDE PRODUCT SYSTEM) APPROVAL FOR ROOFING SYSTEM) SEE PLAN ALL ROOFING UNDERLAYMENT 0 BE -� SELF -ADHERING' POLYMER MO FIED BITUMEN ALL ROOFING UNDERLAYMENT TO BE CL SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM 1970 a - SHEET TO COMPLY WITH ASTM D 1970 -' "PRE-ENGINEERED WD TRUSS, " O.C. r- 4 2 X 6 W/ 2" DIA. O =>s W u ROUND VENT @` INSULATION BLOCK 24" O.C. -�' 2X4 SUBFASCIA m METAL DRIP METAL DRIP U_ CARIBBEAN CLASSIC COASTAL EDGE EDGE 0 1X4 FASCIA CEILING INSULATION 1X6 FASCIA a o (SEE ENERGY CALCS.) cn 2X6 RAFTER TAIL VENTED SOFFIT W 3" z nc 41, O.C.1/2.. RIGID GYP. BD. �, o_ L E E R @ 2 DIAM. VENTS @ 48 RAFTER TAI L Lu cc �- „ DBL. 2x SYP. WD. 0. C., TYP. Lu 3/g�� i -4 TOP PLATE cciE � CEMENTITIOUS OVERHANG # WD. STUDS o o SOFFIT 2x SYP. 2 U- � @ 16" O.C., TYP. FINISH MATERIAL i a n FINISH WALL INSULATION PER ELEVATION R ER TO Lu ¢ MATERIAL PER EL. V. FOR (SEE ENERGY CALCS.) � tom- o ELEVATION RHANG 0 o rn w 2x SYP. #2 WD. HEADER z = -SEE SCHEDULE o oSCHEDULED WINDOW u, oc (SEE FLOOR PLAN) o o WINDOW ATTACHMENT W COMPLIANT W/ FBC-R 0 o a z 2x SYP. #2 WD. STUDS @ LuO.C., 0 16 O.0 . TYP. U a WALL INSULATION z (SEE ENERGY CALCS) EXTERIOR STRUCTURAL Lu _ o EXTERIOR STRUCTURAL a. SHEATHING AS REQUIRED CONNECT WALL PER, SHEATHING AS RE UIRED cn BY FRAMING DETAILS a W _ BY FRAMING DETAILS FRAMING DETAILS 00 0 2x SILL PLATE FINISHED BASE MOULDING 2x SILL PLATE o ¢ 3/4" GYPCRETE (OPTIONAL)JI Ing TOP OF �. w WATER RESISTANT BARRIER 3/4" THK. T&G SUBFLOOR FLOOR (2ALAYERS SREQU REQUIRED) J p o J 2 LAYERS REQUIRED) TRUSS POLYETHYLENE HOUSE WRAP IF °D OLYETHYLENE HOUSE WRAP � z OR APPROVED EQUAL .SYSTEM OR APPROVED EQUAL SYSTEM cc a ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT. (CONTRACTOR TO 0 o u' 7 16" SHEATHING 2x RIBBON FASTENED w PROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED SYSTEM TO FLOOR TRUSSES a (CONTRACTOR TO PROVIDE PRODUCT TO FLOOR TRUSSES ¢ ) w PER TRUSS ENGINEER PER TRUSS ENGINEER z U ao APPROVAL FOR ROOFING SYSTEM) SEE PLAN ALL ROOFING UNDERLAYMENT TO BE SEE PLAN ` IN AINS 0 T TRANSIT 0 -;z ALL ROOFING UNDERLAYMENT TO BE �- WAINSCOT/TRANSITION SELF -ADHERING POLYMER MODIFIED BITUMEN W C / SEE PLAN / )" 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) WINDOW ATTACHMENT COMPLIANT W/ FBC-R 2x SYP. #2 WD. STUDS @ 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 TOP OF FLOOR TRUSS w Q u C:) z SHEET TO COMPLY WITH ASTM D 1970 i-BA-�TT � �' ¢ SELF -ADHERING POLYMER MODIFIED BITUMEN RIBBON FASTENED BATT 2x RIBBON FASTENED` "' w SHEET TO COMPLY WITH ASTM D 1970 2x w:: _ TO FLOOR TRUSSES INSULATION REQUIRED = a. '' TO FLOOR TRUSSES INSULATION REQUIRED PRF ENGINEERED WD TRUSS, 24 O.C. - aTx., _AT GARAGE SEE' ,- `�- � � PER TRUSS ENGINEER C:> LL, - PER TRUSS ENGINEER AT GARAGE (SEE Ce 2X6W 2 DIA. m Q / '" INSULATION BLOCK ) ROUND VENT @ ENERGY CALCS) PRE-ENGINEERED WOOD FLOOR ENERGY CALCS o J "O.C.�� PRE-ENGINEERED WOOD FLOOR 2X4 SUBFASCIA a - TRUSSES (VERIFY W/ TRUSS 1/2" RIGID GYP. BOARD 0 0 = 24 0 r;.- TRUSSES (VERIFY W/ TRUSS 1/2" RIGID GYP. BOARD Lu to METAL DRIP ) LL- cn METAL DRIP �, ENGINEER FOR TRUSS LAYOUT) � � � � \ � �\ �� �` ENGINEER FOR TRUSS LAYOUT p o EDGE 1/2 GYPSUM EDGE, . 1/2" GYPSUM o CEILING INSULATION WALLBOARD ON STUDS v 1X6 FASCIA � CEILING INSULATION WALLBOARD ON STUDS cn 1X4 FASCIA ,.y � SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE W/ WALL INSULATION LL' ENERGY CALCS. DBL. 2x SYP. WD. TOP PLATE W WALL INSULATION ( a o (SEE EN ) / (SEE ENERGY CALCS 0 CALCS 2X6 RAFTER TAIL �� (SEE ENERGY) VENTED SOFFIT W/3 1/2 :RIGID GYP. BD. SCHEDULED WINDOW a o z , o @ 24 O.C. 1/2 RIGID GYP. BD. SCHEDULED WINDOW. DIAM. VENTS @ 48 SEE FLOOR PLAN) w D. _ °° ,� DBL. 2x SYP. WD. (SEE FLOOR PLAN) 0. C., TYP. WINDOW ATTACHMENT DBL. 2x SYP. W I w z (n 3/8 1 4 TOP PLATE WINDOW ATTACHMENT ___--- HEADER SEE FRAMING TOP PLATE ' COMPLIANT WITH FBC-R —HEADER, SEE FRAMING o � o 0 CEMENTITIOUS COMPLIANT WITH FBG -R PLAN FOR SIZE AND DEPTH z � z OVERHANG PLAN FOR SIZE AND DEPTH 2x SYP. #2 WD. STUDS a'w '—' SOFFIT 2x SYP. #2 WD.:STUDS�, >- Cow @ 16 O.C., TYP.,FINISH MATERIAL @ 16 O.C., TYP. mPER ELEVATION o WALL INSULATION 1J ac o o FINISH WALL INSULATION REFER TO ELEV. FOR (SEE ENERGY CALCS.) w L MATERIAL PER (SEE ENERGY CALCS.) VERHANG o cn w ELEVATION w z v 2x SYP. #2 WD. `HEADER SEEYSCHE UD HEADER I Q `Sa m -SEE SCHEDULE _ L7ccwz z o o SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW 3: (n o SCHEDULED WINDOW SEE FLOOR PLAN) (SEE FLOOR PLAN) (SEE FLOOR PLAN) (SEE FLOOR PLAN) o w cn 1/2 GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON (n w 0 z 1/2 GYPSUM WALLBOARD ON w o STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION _ STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO EXTERIOR SHEATHING TO EE ENERGY CALCS (SEE ENERGY CALCS) z SEE ENERGY CALCS (S ) E-- w � EXTERIOR SHEATHING TO SEE ENERGY CALCS ( ) BE FLUSH WITH THE EDGE BE FLUSH WITH THE: EDGE >- o WITH THE EDGE ( ) BE FLUSH WITH THE EDGOF THE FOUNDATION 1/4" �. m � z BE FLUSH W OF THE FOUNDATION 1/411 T DS OF THE FOUNDATION, 1/4 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS o a w o OF THE FOUNDATION, 1/4 2x SYP. #2 WD. STUDS GAP BETWEEN FOUNDATION P, GAP BETWEEN FOUNDATION @ 16" O.C., TYP. Lu � u GAP BETWEEN FOUNDATION @ 16 O.C. TYP. @ 16 O.0 TY cri ¢ o GAP BETWEEN FOUNDATION @ 16 O.C., TYP. AND SHEATHING ' AND SHEATHING I z z = z AND SHEATHING AND SHEATHING 2x P.T. SILL PLATE 2x P.T. SILL PLATE RESISTANT BARRIER I I 2x P.T. SILL PLATE 2x P.T. SILL PLATE �-+ -i Q R WATER RESISTANT BARRIER WATER RES CONNECT WALL TO FOUNDATION Lu cn Q cn WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION CONNECT WALL TO FOUNDATION REQUIRED) Q w _ WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION o z (2 LAYERS REQUIRED) FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS (2 LAYERS Q ) PER FRAMING DETAILS �; o (2 LAYERS REQUIRED) PER FRAMING DETAILS PER G POLYETHYLENE HOUSE WRAP cc v� POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP cn POLYETHYLENE HOUSE WRAP' OR APPROVED E UAL SYSTEM E C NT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE a � z OR APPROVED .EQUAL SYSTEM PROVIDE CONT. METAL TERMITE Q PROVID 0 o w Lu OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE n.. SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE W = '-' (LASHING SHIELD UNDER SILL PLATE FLASHING FLASHING FLASHING o FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING w FINISHED BASE MOULDING cn Lu MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. FL00 LL. cn MAIN FIN. FLOOR - Q p EV - zow� „ a ELEV@0' 0" ELEV @ 0 0 m @ _ o �ELEV _ -0'-0' � � w � -- �Q � w Lu Lu � � w w U) Luz o z w I—III—I �zoz o -- I o—1�1-1�L 1-1�I—ISI Z 1— I I—I I I Z 111=1 I=) 4.. CONC SLAB W/A.. - o 1 1-1 111 4 CONC SLAB W/ o III=) I ( ( 4�� CONC SLAB W/ 3 �,� °� - VAPOR BARRIER - „� a o z Z Q�4 III=I i 4" CONIC SLAB W/ - VAPOR BARRIER °° - VAPOR BARRIER �, 71 z w Ln � Q � � VAPOR BARRIER � ,, . - I I -I I _ w <c _ _I I- 1= - - :. III �_ = - REFER TO STRUCTURAL z Q I I— I- ° : I - REFER TO STRUCTURAL - - - - REFER TO STRUCTURAL a - w o ' >- _ - - REFER TO STRUCTURAL Q - Q w - I— DRAWINGS FOR �-- w o z - R w - - DRAWINGS FOR Lu u~ z Q _ - 1 - bRAWINGS FOR I I-_ �, 1 = DRAWINGS FOR _ = ARSE COUNT & W ,,, ,� J _,. = COARSE COUNT & - COARSE COUNT & M —111 11 1 M =1 1 a III COARSE COUNT & M - I I 1 1 1 CO z ,� o M L I 1 I- FOOTING SIZE FOOTING SIZE _ • • - FOOTING SIZE _ • �. FOOTING SIZE Cii I-1 PROVIDED BY • 1-1 (PROVIDED BY - cn cc ��, • •. 1=1 I PROVIDED BY - • r ' I-1 (PROVIDED BY - ( + OTHERS ( OTHERS) _ -1 I' 1- OTHERS) - -� i i� -1 I ) Z _ OTHERS) -� --- — i —III— I I I =1 L I— 111 Q w �� z I I -1 I— i' m EXTERIOR WALL o z W � EXTERIOR WALL ox_ 3 SECTION WITH WINDOW 4 TWO-STORY WALL SECTION I SECTION WITH WIN DOW 4 TWO-STORY WALL SECTION Q 3 o "' ao = SCALE: 3/4" 1'-0" SCALE: 3/4"11_01 SCALE: 3/4=1_0SCALE:3/4" 1-0 � u o o o l L 11-211 ET MIRROR 311 FROM SET MIRROR 311 ND OFF BACK SPLASH MIRROR -VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) T FOR GAS DRYER ONLY r------------- --- - ----r M _ oc o 52 TYPICAL VENT DRYER ; E (TYPICAL) COUNTERTOPS _ � ; � o � Q 36" HIGH X --_� cy-11 w GAS PIPE (TYPICAL) _ (VANITY -S") MIRROR M o FOR GAS DRYER ONLY o - OUTLET BOX _ Q 1/4 MIRROR DRYER VENT BOX o z CENTER SIDEWAYS - ATTACH PER MFR. i cn IN BACKSPLASH INSTRUCTIONS cn O C� 0 1/2" RECESS - 0 o _ DRYER VENT BOX W c _ ElE] FOR `MIRROR ATTACH PER MFR. = a `D INSTRUCTIONS m -1 o 2X4 HALF WALL 1:1,� 0 oC z 2 MIRROR TRIM P.T. SILL PLATE c.� P.T. SILL PLATE C:) W o M (IF SLAB ON GRADE) (IF SLAB ON GRADE) W Ce o W a CABINET VANITY MIRROR INSTALLATION INSTRUCTIONS: 2 m WITH PEDESTAL 0 0 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 0 0-= z = 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: a z CORNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO GAVE "KNOCK OUTS" FOR TOP, o o BOTTOM, OR REAR VENT�LOCATIONS. LU NOTE: BRACKETS REQUIRED IF �-!J' ii z 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED COUNTERTOP CANTILEVERS MORE THAN 10 11 B FORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2 DRYER VENT AND GAS PIPE SIZES AND MAXIMUM w o E II +/- LENGTHS PER MANUFACTURER'S SPECIFICATIONS. o z 1 FROM TOP OF BACK SPLASH AND INSIDE WALL COR ERS. 4 ~_ KITCHEN HALF WALL DETAIL rNT-2 ASTER BATH MIRROR WOOD TRIM: DETAIL(,`NT_3 DRYER VENT BOC FOR DRYER ONLY UJ W o INT -1 ce-z (INT -1) D8 (INT -3) D8 SCALE. 1/2 1'-0" (INT -1) D8 SCALE: 1/2" 1'-0" SCALE: 1/2 - 1 0 i a TILE OR STONE ON 1/2" COMPARE w z w HARDI BACKER BOARD MANUFACTURER'S �- DIM OF TUB & cc o OVER X4 -FRAMING WOOD PUMP LOCATION 0 CS TOLL APPROVED TILE BACKER REFER ( W J = z a TO CONTRACT SPECIFICATIONS) 0 U- WALL TILE - 0 o J REFER TO FLOOR PLAN, SEE PLANS VARIES a M U ce '-' _ 2X BLOCKING BETWEEN ROW UF TILE i Uj o z VARIES BY MODEL 1 RO STUDS (3 WALLS) ooh z - 2X4@16"O.C. z W J: n11 W nc °G VINYL LINER (3 WALLS) EXTENDED 5 a CORNER SHELF z U m UP WALLS o (1) CERAMIC CORNER z o SHELF AT 48 A.F.F. 2X4 LEDGER -o z o >j FLOOR TILE cn ¢ 100% SILICONE SEALANT BETWEEN LL m a LU TILE BACKER AND WET BED o -T+ x x DROP IN TUB N 1 N N o }- ¢Z""� 211 SHO RAIN, ac z w w + 2X4 CRIPPLES 5 FLOOR TILE 2-2X4 THRESHOLD w '� JcQ 1w a o < w va LL- En cn TILE AT DOOR Q 2X4 TO BE P.T. SUPPORT UNDER O p LU -� THRESHOLD WHEN IN CONTACT TUBAS REQ. BY ce c� o M WALL TILE cc cn r- .\H4 W/ CONC. MANUFACTURERS. ADJUSTABLE GAUGE COAT WETBED P o�� N ice C:) z SHOWER DRAIN >- o LINER SET IN SEALANT @DROP I N TU DETAIL LU Co vii 2" SHOWER DRAIN FLANGE OVER ROOFING FELT FR -33 o �w zo vi NOTE: SCALE: 3/4" = 1'-0 (FR -33) z NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS E SHOWER ELEVATION w z BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO �P m °J° MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. w c o o � �51� oJ_ INT -4 SHOWER & CURB ON FRAMED FLOOR riNr--*5 STANDARD SHOWER SHELF LOCATION END POST TIED INTO FLOOR D8 P Q � � >~.. 11 _ 1 11 (INT -4) 8 SCALE: 1 2" = 1'-O" (INT -5) JOIST BELOW EXTEND TO �: Q ce m SCALE. 3/4 - 1 -0 / BOTTOM OF FLOOR JOISTS. '��` z �C>o� END POST TO PENETRATE o W SUBFLOOR. tnwoz = z V 0 FACE NAIL END POST TO 1-w F- BLOCKING. m ce w z M < a o 2x BLOCKING BETWEEN , z z = o FLOOR TRUSS AGAINST "1, J �c END POST. z � / W �. Q O c=n zo SUB FLOOR. ,"Ile. w Q X Q = Q W H N LU U). CL aL /ice' y1�� ."„,• Q.`/. LU z(n ce �i /� iii / \� \ \` Pr LU vNAILS(TYP) o >- FLOOR TRUSS ; . r 2: U- O VJ z1= 0 CD a LU u #° ��� ED Ovan AR 96399 a Eli Wim AR 96730 Javier Hernandez, AIA oz=N U'_TIE-IN AR 98560 DETAIL HALF WALL D Lee, PE 72328 J z -D8 00 N.T.S. (FR -34) ac U f- o TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING: COMPLIES WIN THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. O R %730 #° ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o CA Uj o m ,-� 00 06 Uj to d. 1 tu >,..,o CL . ,S -Nd' 0 Uj u- V U -ICU . Ivo M LL3 L c 00 CO a) Ln • EO°�d d� to O N U n mi to o` t.o p ON N CL LL- .. CDA LU �I L� LLj LU LLA : M Mfr 0 z `viz t z 0 C (D w ' Ui o 1 LU co UJ LU L.0 H Wt 06 W O ,p z 0 o 0 Q L� � o z uj : FRIAL NUMBER 1014.1