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1746 MARITIME OAK DR - DRAWINGSU O U z LL 0 oz z Qom z cin LU LU o = LU a � �z0° LU J LL J D 00 a 3: o z LU Q Leo o�� oo= z = E- Q � Z oho LU J w Z C) CD W LAo H=o Q � V 0:� w z V (n Q cl- "'moo 3: 6- z - u = =zw �o � O J F- z J =oa LP D o LL c) a J Ua-_LU m Qq_- uo 0 U, U i w z Co z z ��a LUCl- C:) o >- mQ> J o J J � J Q ooh LU c) o� J O ao Q � � a o z LU co C)�o(D Ln m J 0 Q C� 0 z = o w Ln (n 0 (nJ w (n Q aim C� oC w Z zC)oms �wz� LU (n cnLUozo �ZW� m�C3-Z oaLU �o z z = o L�Q w Q a o = z � ��o O w w o � LU Lr) LU Quo= zow� zzz� �z0z o z 0 O_ Q Q o Ln af w a LU o o z LU LL_ z Q z ULU o LU Qw�� z=zo LLIJ L��m oZ=(F- ���� aFa� `ULUCOw oz J J z J U_ Joos Q V 0 0 ABBREVIATION LIST Abbrev. Description Abbrev. Description DETAIL # DRAWING # Abbrev. Description # NUMBER F.P. FIREPLACE _D - / --- PT. LD. POINT LOAD & AND FRT. FRONT SPANISH TILE PWD. POWDER = EQUAL FT. FEET PLW, PLYWOOD @ AT FTG. FOOTING _ =a Z _ FRAME BEARING WALL A/C AIR CONDITION_I_NG F.O.M. FACE OF MA ONRY R RISER ABV. ABOVE CMU MASONRY WALL A5.2.81 EARTH RA RETURN AIR ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. ABOVE FLOOR G.A. GAUGE ONE STORY: FIRST F REF. REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GFI GARAGE DOR GROUND FA INTERRUPTS LT REINF. RM, REINFORCING ROOM AHU AIR HANDLING UNIT ALT. ALTERNATE GL GLASS 130 MPH R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED _. D8 PRESSURE COEF.: +.18/-.18 VIE. F.B.C. 6TH EDITION 2017) FUEL GAS R & SH ROD & SHELF B.B.Q. BARBECUE H HIGH MANOR R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB PRO. PROVINCIAL B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER 09 SF / SQ. FT. SQUARE FEET__ BOTT. BOTTOM HGT. / HT. HEIGHT ac SGL SINGLE BR. BRICK _ HORIZ. HORIZONTA TRADITIONAL SHT. SHEET BKFST. BREAKFAST U 21 HER, SH. SHELF 22 CMN. INSUL INSULATION 28 SHWR. SHOWER CALC. CALCULATIONS INT. INTERIOR SL. SLIDER C.J. CONTROL JOINT _ I.L.O. IN LIEU OF BORDEAUX SPECS_ SPECIFICATIONS CL CENTER LINE 39 REN, S.P.F. SPRUCE PINE FIR CLG CEILING KS KNEE SPACE 41 SPRG. PT. SPRING POINT CMU CONCRETE MASONRY UNIT CLS. CALAIS STD. STANDARD C.O. CLEAN OUT L LONG PALM BEACH `STL. STEEL COL. COLUMN LAV LAVATORY CST. STOR. STORAGE COMP. COMPRESSOR LD_RYLAUNDRY _ CONC. CONCRETE LIN LINEN T TOP CONT. CONTINUOUS LT___ LAUNDRY TU 3 T&G TONGUE & GROOVE TEMP. TEMPERED DB. DOOR BELL M.B. MASTER BA 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. MANUFACTU ZER TR. TREAD DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRR. MIRROR DN DOWN MLD_G. MOLDINGUC UNDER COUNTER DR, DOOR M.P.H. MILES PER OUR � U.N.O. UNLESS NOTEDOTHERWISE DS. DOWNSPOUT MT METAL THRE SHOLD D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER DW DISHWASHER N.T.S. NOT TO SCA _ E 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. OPTION(AL) W.C. WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED S RAND BOARD WDW, WINDOW ENCL. _ ENCLOSUREPED. PEDISTAL SINK W.I.C. WALK-IN CLOSET ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EQUIPMENT _ P.S.F.OUNDS PER FOOT SQUARE 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 RO DM FND. FOUNDATION P.T. PRESSURE T EATED FI I ji M A k SQUARE FOOTAGE NOTES GRAPHICS LEGEND - PARTIAL SECTION - INTERIOR-ELEVATIM- DETAIL # DRAWING # DETAIL # DRAWING # 103 COVERED LANAI - - GARAGE(s) LDING SECTION _D - / --- E ,��LL_OUT _ - - DETAIL # DRAWING # DETAIL # DRAWING # Sang-Yub Lee, PE A1.81 CEILING HEIGHT CHANGE ® SPANISH TILE SLAB NOTES, SCHEDULES, & DETAILS W CENTER LINE Ilk - ELEVATION MARKER ® SHAKE SIDING A2.81 FIRST FLOOR PLAN SLAB RECESS A2.N SIDING _ =a Z i LL - FRAME BEARING WALL �_°vo 0 BRICK � INTERIOR WALL (NON-BEARING) FRONT & SIDE ELEVATIONS :STUCCO FINISH ® REAR & SIDE ELEVATION, & ROOF SLOPE PLAN CMU MASONRY WALL A5.2.81 EARTH ® 0 GABLE END WALL INSULATION ® FRAMED KNEEWALL IBUILDING SECTIONS DECORATIVE STONE 0 DROPPED SOFFIT PRE -CAST LINTEL/ HEADER DESIGN CRITERIA OOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 o: ONE STORY: FIRST F LAY UT BUILDING TYPE: V -B II IFIRST FLOOR DIFFUSER LAYOUT RISK CATEGORY: DESIGN BASED ON F ORIDA BUILDING CODE WIND DESIGN ED ON: ASCE 7 -1 -0 -- 6TH EDITION (2017) QUjz E1.81 FIRST FLOOR ELECTRICAL LAYOUT 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 20 17) PLUMBING EXPOSURE: B .BZ 6TFTF CONSERVATION D8 PRESSURE COEF.: +.18/-.18 VIE. F.B.C. 6TH EDITION 2017) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR PLAN FOR ACTUAL PRESSURES: X IN. F.B.C. 6TH EDITION 2017) ACCESSIBILITY NATIONAL ELECTRIC N,F.P.A. 1012014ASCE THIS DRAWING CODE (2014) (NFPA 70) FEMA RULES & REGUL_ATIONS 7-10: MINIMUM DESIGN LOADS AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE NOTES AREA CALCULATIONS S. F. FIRST FLOOR 2774 TOTAL LIVING AREA 2774 SQ. FT. COVERED ENTRY 103 COVERED LANAI 224 GARAGE(s) 532 TOTAL 3633 SQ. FT LIST OF DRAWINGS CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 5, 2018 CARIBBEAN ELEVATION C1 COVER SHEET - Index of Drawings z , GN1 IGENERAL NOTES "ED AP -0 Ovan G. Drummond, AIA AR 96399 FOUNDATION_LAN AR 96730 Sang-Yub Lee, PE A1.81 SLAB LAYOUT A1.N SLAB NOTES, SCHEDULES, & DETAILS W o M 00 FLOOR PLA N J W °c L„ A2.81 FIRST FLOOR PLAN E L N O A2.N IFLOOR PLAN NOTES, SCHEDULES, & DETAILS _ =a Z i LL - U1 �_°vo 0 EXTERf(I'EVATIONS I A5.81 FRONT & SIDE ELEVATIONS A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN -' A5.2.81 EXTERIOR ELEVATION DETAILS o0 0 N a N BUILDING SECTIONS A7.81 IBUILDING SECTIONS o: DIF U E LAY UT w LU M1.81 IFIRST FLOOR DIFFUSER LAYOUT - w i LE TRI AL Y UT QUjz E1.81 FIRST FLOOR ELECTRICAL LAYOUT < W z w ~' o0 STANDARD TE5__IETA L D3 STANDARD NOTES & DETAILS 0 D7 STANDARD NOTES & DETAILS D8 STANDARD NOTES & DETAILS J QM HOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE MAN. MANOR < 03 WIL. WILLIAMSBURG J 07 PRO. PROVINCIAL 08 HA. CHATEAU CC) 09 VER, VERSAILLES 10 CLA, _ CLASSIC ac 18 MED. MEDITERRANEAN c� 19 TRA. TRADITIONAL 20 COU. COUNTRY MANOR U 21 HER, HERITAGE 0_1 w ca 22 CMN. CIMMARON O U 28 MSN. MISSION (_0 7 30 CFT. CRAFTSMAN 31 SCL. SPANISH COLONIAL 32 BOR. BORDEAUX 33 BRO. BROUGHAM 39 REN, RENAISSANCE 40 VIE. VIENNA 41 TUS. _ TUSCAN 44 CLS. CALAIS 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH 80 CRB. CARIBBEAN 81 CST. COASTAL 82 W (29Q re W U U oil M 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. June 5, 2018 t F 4 z , R 9,673 "ED AP -0 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 Uj C) 0) W o M 00 Z w UQ "' N J W °c L„ °' L i '0o 00 U-1 E L N O _jM LU Q V L _j _ =a Z i LL - U1 �_°vo 0 ® o °' o ' ;' F° < ..I CL d U N J -' t.0o Qt01 o0 0 N a N o 4J.. o: Uj LU w LU i Uji w i QUjz < W z w ~' o0 CL ¢ rl LL LLJ U LU U 0 N i w J QM N �--i < 0 00 J Ln O �- w CC) CIO ca Q wLU ra , ac = LLi = c� v Ln W �� U w 0_1 w ca ' w uj cn O U LU 57' (_0 7 SERIAL NUMBER 1014.0 C) µ fl_ 0 U rLa a Q 0 O z w '-' O 0 z z Q O cn zLLnw O ~~ � af of = CC) Qw J LL � � O Uj a � O z J w Q >~ co w�,n 0 = w Q O � 0 3: O LU cn J W z O w O w O 0 H = O LU Q � U 0 LUQ af ex. LU W 0 a — cn LU z w = Q g 0 O 0 J = z Q O O LL_ OLU a U WLU m Q o O o Ocl- Lf) Q ry w U ~i w L z Co z � C:) Q LU w Ci � z w Cm Q > J O J J � J a ooLL. Uj h O of O� J O U c OW a O Z = m O cn w z (n �(r)0C.7 Q L z_ mmw� LU z = w �L0L.uU) J w LLJ a CO (D oC w z z O > O z Z O LU g w cf� _ LU � O �zLU.,� m oc z LU z z = C) wz U;a af LU Q (f) LU C O cl-- Ur Lf) fn M O w z w � _ Q Q p w w C) O w CD LU zzz� O O cf� z L) O D z w O Q Oz cY Lr)a w Q g LU LL_ (D LU z w [= O LU QL.0L-j (5Pzo `-- z LU CO Lij O H-=07 � Q r LU w Cow JU �oo� QUF-O GENERAL NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOTLIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE BALCONIES/DECKS 40 PSF �V STAIRS 40 PSF OPENINGS. ATTIC WITHOUT STORAGE 10 PSF ATTIC WITH STORAGE 20 PSF ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED HABITABLE ATTICS 30 PSF LV SLEEPING ROOMS 30 PSF CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI STRENGTH VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. Z @ 28 DAYS Q IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ALL REINFORCING BARS ASTM A615-60 60,000 PSI ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C -C C -D, EXTERIOR OR OSB VERSA LAM BEAM: Fb = 2900 PSI (2.OE) WOOD COLUMNS: PARALLAM 2.OEIU.N.O. WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF TOP CHORD DEAD LOAD: 10 PSF 20 PSF BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF TOTAL: 40 PSF 50 PSF WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: 20 PSF LIVE LOAD: 40 PSF TOTAL: 60 PSF FOUNDATION/SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOL BEARING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER, 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH. ENGINEER. TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDE APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE . UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH' RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTE: 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST' BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS SILLS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" A.F.F. OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R312.2.1 THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. ALL GLASS WITHIN 24 INCHES OF AN ADJACENT DOOR OR HINGE SIDE OF A PERPENDICULAR SWING DOOR, ALL GLAZING LESS THAN 60" FROM TUB AND SHOWER ENCLOSURES, AND WINDOWS LESS THAN 36" ABOVE STAIR LANDING AND WITHIN 60" FROM THE BOTTOM TREAD NOSING SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411,1 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 18 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP, BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD, GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND. CTI I rrn ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PLYWOOD PANELS. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS OUTDOOR KITCHENS ALI- CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. ANCHORAGE METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 8 INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN 8 INCH IN DIAMETER. 2w1j.%1 MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. u v A r runTCC THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V,A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL, FOR EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM, PROVIDE MAKEUP AIR PER FBCR M1502.4.6 WHERE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FEET, PERMANENT LABEL OR TAG REQ'D PER FBCR M1502.4.6 ELECTRICAL NOTES THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. PLUMBING NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND RESIDENTIAL ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE GRADE. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. CUn%A/Cn Ur -An HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" r_I`NGDAI NnTGC ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. INSTALL SOFFITS PER FBCR R703.1.2.1 SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK, ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL. CODE & ALL z CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE Q KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON z INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. �V ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY , ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED 4 � � WITH ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION PER FBCR E3902,16 LV 1� AR 96 0 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. Q VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. Z ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. Q IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, Ovan G. Drummond, AIA 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. PF-FLO �V Got r , 4 � � A • r 1� AR 96 0 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O 01% W J o rn rl 00 o F- 4-, 00' U ¢ N W cc m > ,--I p c1 �� p�o Q U L i . a r_ CL ¢ om �041 W0 W Vt L = 06 Ct i a) 2 Ln oQ to —' E��d J TZ ¢ a 0 N U O N C) O � O LU F— cy w uj w w ?-?.. w �Q Q z a \ CD Q \ z Z z LLJwi O w z LL LL_ r\ cr� (D LU J � >- cn a LU e z w rN4 w W z 0- _Po U un w Of, OW U LLJ z F- co w w co L1J L7 w.: Ln [SERIAL NUMBER 1014.1 N LJ z w (D C)Z z Q o � zc�nw C) LU cr, �af � Z M W � p w LL C) - � CI - 0 D Z 0 w Q LLJ co ~ O ZD w Z 0 H Q ~ z oho LU C)cf� J w O Z w O LU O LAo z C) O owC w z Vu')Q LU 0 w r O a LU z Ujz 0 0 O J � Z J = Q 0 � �o �LL. o�� U m LU aoo 0 o U, QLU cl�af UL.1J Z Ca U�(DLUQ LU H Ed Q > J O J F- Q C)LL- LU oh p v) v) (D J O U-) � o� pC)[� a O Ch- z LU co C)�o� 2;-, W — c'n Z Go m w J w z = w LU (n J w LU Z U L1) CJcl:�wZ O >O 2 zLU z Qo g w c/) c�Lu O LU caC2 C) Q w O zz=o z Lr) ( Q Q LU LU CD oc vi v) o'azw o o=go Quo= U) w zow� o LU zZz'�L- �00"' z z L� Ln O 0 z � Q Qoz� a w Q LULoz LU LL. (D �- + w L.r_ z w O LU Qw�� z=zo LLU ��� uCO (Z) LU o�� Ln =) LU w CO w 0 Z , JZILL. O O w QUO 0 8i -oil '-2" 5'-8" 1'-2 24'-0" GAS LINE TO COOKTOP A A7.81 MMI GAS LINE TO—] DRYER V 74'-0" WATER SOFTENER LOOP 48"x48"x4" CONC. PAD 3" ABOVE GRADE op II II I I L-- LU ------------ -- ------- L----. L III o I I I II II Ln M II O I II Y J 11 � R 9673 II II N 48"x48"x4" CONC. PAD 3" ABOVE GRADE 22'-0" 22'-8" GAS LINE TO TANKLESS W.H. 9'-oii SCALE: 1/4" = 1-4' rA A7.81 75'-0" CARIBBEAN NOTE: STEM WALL FOUNDATION 5'-2" .'-2 B A7.81 W F-- 1---1 or -00 W Z V J O U U z U a w m U H Z F -- a I COMMUNITY DEVELOPMENT DENIED ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET. op I I L-- r ------J L ------J L.----------------------------- -------- -- 1 ------------ -- ------- L----. L III o I I I Ln I_J I O Y , t. R 9673 N 6" PLUMBING 1 1 I I Al -16" i 1 AR 96399 Manuel Gonzalez, AIA PROVIDE ELECTRICAL CHASE FOR ISLAND O° WALL I I 'I 1 I I II " -� i 4 -2 22 -4 " TYP. 72328 SLOPE SLAB W _ I; 1-0 O O� 1, �► I I I "_ 131-1111 1 LU J O rn 00 I Z w Q V) 1 CD @ W o , �00C)ECL bo i a 6" PLUMBING — — — — — — — — WALL ' I 0 — `-______73 E=zzz::f I _ ,--i 0 - 1/8" PER FOOT 00 � i U �¢ (1)-0oo <z 2 i C 00 CXS a Ln H -, E0�Q IL___________ _a,__-�--_ 24'_6" __J __ 9i_9ii +1 J J ....., t.0 O Q o w O� m Z „r. LL i OOI SLOPE PAVERS 1 1/8" PER FOOT @ U) _. � - � 6 LLJ LU I I- i w cj) i LU Lij LLj 0'-0" W C? w F ---q zm C5 m C) a I--- FINISHED FLOOR I CL- 00 Q U c) 52'-0" I H I I 1 I II 1 21'-6lo " 0 r,4 00Q Z Q o z l O 06 � Ln a i I Q 00 z UJ l = `V W w w NOTE: I II II j o I i I 1 1 I Ln w o z FIN. FLOOR TO BE 18" MIN.(@Typ. " L� JZ PER �; ABOVE CROWN OF ROAD. _ ``-`� =m '-, GRADE PAVERS NLn cn SERIAL. NUMBER 1014.0 STEMWAN � II . --------]--------i--- 1-T-------- _ o i -- -a ---Fr-------------- 1 �� 6„ I I Ln 21-10 „ I g I L GAS LINE T i 12'-9" 19'-8" 23'-6" _GZ REAR PAVERS SLOPE @ - _ -}� 1I I I I - - _ _ I I ` _ - - - �•� ' I ___________ j r--- ----------------------------------- --- --------- -j L---, - �`�;�� _ 1/8" PER FOOT r -------------------.,J I r----------------------- _ - j j � I I 1 � a 1 I 6" PLUMBING � r I I WALL - ---1 I I I o I I I I I I J 1 J LL--------------------------------- � -------------------------- C_ 7 r-------- C--------------------------- , ,, i rr--------------r------ 1 1 rl ;..r---- I I -----1� II I I I I I I I rn III I I 1I .I n n f .r ------------- 221-61T i' il N iiii r PAVERS i1 i1 cn M 16",PLUMBING o ONSTEMWALL `tom CJI II - 00o - WALL 1 ��L ----- 41-21 { i I I 11 1 U II CD u 4' -2°Y2 - ' 4n PLUMBING r 00 Lr) M i i � I ALL, U.N.O. (TYP.) -1 r-----------"-------1 r --LL---- ---- ---- ---- T ..............._ r7. ... ........ n __ r,__11---`--- N --- --------1 �' r -1 r 22'-0" 22'-8" GAS LINE TO TANKLESS W.H. 9'-oii SCALE: 1/4" = 1-4' rA A7.81 75'-0" CARIBBEAN NOTE: STEM WALL FOUNDATION 5'-2" .'-2 B A7.81 W F-- 1---1 or -00 W Z V J O U U z U a w m U H Z F -- a I COMMUNITY DEVELOPMENT DENIED ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET. 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. June 5, 2018 �'('- 'OF FLO ,q af�afi t a Y , t. R 9673 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W O O� —"1 LU J O rn 00 [� U Z w Q V) N A c W cr-V , �00C)ECL Q L LL L _ � i U �¢ (1)-0oo Uj tJ1 0 i C 00 CXS a Ln H -, E0�Q J = ¢ CL p N U r\ J J ....., t.0 O Q o N �- N O� Z LL i LU LLJ LU I- i w cj) i LU Lij LLj W z �--� w F ---q zm C5 m C) a I--- CL- ®U LU LU Q U c) I J r,4 00Q Z Q o z l O 06 � Ln a i Q z UJ l W w w I i I 1 1 I W z " JZ =m cn SERIAL. NUMBER 1014.0 z LL - O � z z Q O � zcnw U -i Ce a ry oc z Co O w J LL o � O a R,: I2 O z J w Q co5 M ZD w Z C) H Q � z 0 3:o Cf) J w Z O w CD LU H = O Q V ULLJ oa Li ZD o 11 z = z w � Q � ly LU O J x � 0 �o LL. 0 LU d J V C).- m LLJC)z O 0 o U) Q � o Vw Z Co LU � LU Q LU Q J O J Q o = LL-L� o V) u, O� JO a o a (D z = m O �oU) �v o(D Q w z co in J 0 Q Q Q z =w LUL0 O (f) J w LU2 Q �U')CO r �or-wz Z O :�> Q ,O � v / LU "- 2: U i LU L2 V � O r Z w oaLUo zz=o z LU J LU Q z z LU af U OLy w o � LU Q =) p w UU)w� z C:) w zzzLL- C:)L CDU z a (f) z0 ob z O_ Q Qo= ui uw C21 Z wLL.zQ z V [=O w 0 QLLJ z LU LU� C�LLJ (D=U-) ¢�C� LU w CO L.L. J Z J U- 0 0 U- V F- O FRONT WALL OF GARAGE PROVIDE 1 1/2" D x 5" W RECESS AT GARAGE DOOR PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS SECTION @ GAR. DOOR SCALE: 3/4" = 1'-0" SLAB LAYOUT NOTES: 1. SEE GENERAL NOTES FOR CAST IN PLACE 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 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. INDICATES DOOR OPENING IN.W.M. PLACED IN UPPER /3 OF SLAB OR FIBERMESH ;EINF. PER PLAN /8'L (MIN.) SAWCUT x 1/4 OF LAB THICKNESS SEE OUNDATION PLAN FOR LOCATION w w fs tl- SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING 1 SAW CUT DETAIL cap�G%6lsWo1esVna'19'saw cut detail.dwg PLAN VIEW W 1--1 TW i O O U U RECESS IN SLAB .•. GARAGE DOOR SLAB RECESS '0 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. June 5, 2018 OF IF LO = f R 9673 ��'ED ARG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W LU C) 0) -1 rl 00 4j C' Q � U < V)N WC � T-1CL J Qrn LL 0 V Q LU i � = Z Q -C Q- 4- Ua)-600 LLI to LC 06 m a O (U fu L') ¢ E0�¢ ..I Q U N J to O Q lO 0 o N 0- o z o z� LU WI $-- 22 LU Y� 1 w Lij Z Q ¢ F- LU z moi~ z m O C) m O Cj— �Q L Q w U ® U C-) I I N LU J a 0 N O 00 J Ln f O LLJ ca /^� Q LLJ ; LU w w c J Iw dS U) LU !J LU 0 =U z Cn � W i O w Ca Aj w un 2f SERIAL —NUMBER 1014.0 LOLL- Q o z z 0 Q ~ V zvU-)°; 0 ~ _ wCF- (n LLQ Q =) a ct� cr-zco 0 W J LL M F- LU a o z w Q >1=-00 Q O W Qo� in � O Jne W Z owo w O E~ L=o Q�U U L0 Z Q cr ,�z fro LULU = z w �o LLj O J � Z J 2 Q O Q9 ct� P-1 O LL. LU C) d J V � m a�o ooU) LU Q � � VL~iW Z m cr— W W a 0 >- � co W J D J Q LUV) C)o� J Oo af U) V oOL- a O z =mo �U)o� a LU m CO w E OC Uj Uj QJ Q C) z=MLU OcnLLL'LU J W LU_ cx CO� �cx�Wz z p > O O LU �gwcn cnLUozo HzLLU >-2E to CO � a z W CD z z = o LU _ z W Q W U) _ Z LU Ln 0 of U Ln n O W w LU Q U Q LU U') U.J= C) O w zzz� O 0 z p cn O Qocn� Lr) LU 75;- 1 _I LU LU Lu LL Z Q z VUjo W QLy z=zo (D ~ z 1-1 w�rym ooU-J F- 0 0 W CO W J Z J LLL. JoOLj- Q U H O Ln a W i— • 1 N1 1'-2 0 I lzr �- O H COVERED 12 LANA' 1'-C _71— 41-1011 5'-9" 28'-3" A A7.81 1� • 1 74'-0" 14'-5" DINING ROOM 10'-0" CLG. 2x6 WALL @ 34 1/2" HIGH ROUGH I I � o O I o k k 6'-6" June 5, 2018 I D.W. k k L1 1 =�=�= �>~m FLOf 0 I � 7 El L-------------- ,a ---------J Al ENTRY - H 12-0" CLG. `= O HALL I I 101-011CLG.kD =' M 10"x10" AIR JUMPER f------ �o'-' --- C? r4 -- — ------ --T- --- O N 1 F- — — � — — — — — — — — — — — — — — 80 181-61 N 111- 11 I 41-011 51-411 I I I I - I MT co PANTRY 1 I 10'4" CLG, I 1 2'-811 GREAT ROOM 12'-0111 12'-0" TO 12 -8" 1 _ 1 I COFFEREDLG. 1 :0, - M I BOX COFFERED VE IFY W/ PM I M • DROP °° ZONE 0 10'-0" CL( 0 12'-4" 61-411 9'-1111 I I OLiI O N STU DY 10'-0" CLG. WATER SOFTENER LOOP 301-811 RECESSED AIR HANDLER IN CLG. 22"x54" rSTEPS ATTIC I SCC SIS x I II 11 I I\/I IIA.H.U.II I I X I L=J I L�� I L--� I 21'-10" PROVIDE 72" x 96" x 30" RECESS FOR AHU 1 I /9=p,; y 11 - - °° I I 331-611 / 1 / 51-711 / 131-811 811 121-711 GAS LINE TO I N 6" 5'-10" 4'-6" 3'-6" 16'-4" 1 0 1'-6" /3'-11" HALL FOYER g REAR N 10'-0" CLG. I I � 12'-0" CLG. o �c, - - - -N- A7.81 I �� INS TION oSEE FLAT - - - - /FOR SOUND I o o; M SOFFIT DETAIL I I 8 M 0 0 M �r- 01 LU O m Q I 01 00 1 TWO CAR ;; GARAGE 9'-0" CLG. Q' I LL I 01 W zl I J - I MASTER - I BEDROOMI R & SH MASTERao 1 10 -0 TO 10'-8"I N ko BATHROOM 1 II — COFFERED CLG. I 14 6 10'-0" CLG. 11 11 0 6 g 1 131-611 1 1 _ I I 41-10-101111 I 3'-10" I 3'-4" I O O _1 I 1 Ln81-711 2 -1( TEMPERED GLASS SHOWER ENCLOSURE 'ON TUB DECK BEDROOM 2 10'-0" CLG. o, r- SHOWER SEAT AT 18" A.F.F. A A7,81 11'-10" 75'-0" 1 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" CARIBBEAN 6" 6'-6" June 5, 2018 M.T. �>~m FLOf O � 7 El � A1C ,a OVERS Al ENTRY - H 12-0" CLG. `= R 967 �1 H 51-211 7'-011 %n N 4 611 - 0 00 O O CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 5, 2018 bo �>~m FLOf � 7 El � A1C ,a M rW V , `= R 967 O Ln Ovan G. Drummond, ;II AR 96399 W Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 B �- - - - �.8 � O M 111 O M 00 p n 4 ul LIP Z w � N a U 1c >00o 0- U LNC a Q U L � r z i U- `� — -c U -j 70o o Q L C 0o al a) fu LLJ Q • E0�¢ m a Q U N J I, J U ko 0 cp d l0 z N 0 Q 71. o 0o. 1 ..... .... _.. r --I NJ- rl COMMUNITY DEVELOPMENT DENIED WITIONAL NOTES, SCHEDULES, & DETAIL,( ;AN BE FOUND ON THE A2.N SHEET. `? THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS `RAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 5, 2018 �>~m FLOf � 7 El � A1C ,a t , `= R 967 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W O M 111 O M 00 p n 4 ul U Z w � N a LIJaLn 1c >00o 0- 0 ma, LNC a Q U L � r z i U- `� — -c U -j 70o o W to 0 L C 0o al a) fu Ln Q • E0�¢ J a Q U N J I, J J ko 0 d l0 0 N 0 71. 1 Q W oc w w� QLLJ Z I— CO o a CO .� 3 'U Qc1t, C) W U 0 i 3 J Q N <a Z O 00 '- i 00i O ' 9 00 W ca � < LU w w z 00 o N '10 LL. LU LIJ 00 �LIJocLIJ { LL- f ERI NUMBER 1014.0 Q C) U ra a Q 0 m O Z! LL. �O � z z Q o � zc�nw O '—' _ nw0 a cr- of z co C W J C)LU af OO cl- R �:o z LU Q > co W � o ED w Z O F— Q�z oho LLJ I W Z ow0 w O 0 z a U 0 UUj oa cl- LU ZD (D W z = z w 0 LU O J � Z J 2 Q 0 (D�o Q d J U co LU o U) Q U 0 o O U, ¢�� Uw z Co z z UU-J Q LU a _ O >- coLU J o J J � J Q � L � o Ln u, Ocir �o 01- U) cod oC)r O z =mo zLU U)0 u -i mmw� p Q Q p Z = 0 W 3LU Ln CD U)J W LU U �C),f� (D C)= Lu Z p O 2 0 Z LU z Ln o pw 0 c>—a— z Q w o LU cwn�JQ Lycl- Q w LU p U) o CE U) (!) O w z w LU LU = Q U Lf)= LU IT- C:) z O w z Z Z CDLU � O z p U) U') o o Z Z W � Q Q O cl� Cj.�wLUQ z � > LU o z w w z Q C7 w W z w r O ���LU Qw�� z=zo �z w3:�LU °° C)oLLJ F_ =U) Qt5LU C� W CO w J Z J LCL O o W Q U H O DOOR CALL -OUT DOOR SCHEDULE LOCATION TYPE SIZE REMARKS 1 THERMA-TRU INSULATED ENTRY DOOR 3'-0" X 8'-0" UPGRADE / 3/4 LITE SMOOTH STAR 2 OVER HEAD GARAGE DOOR STEEL 8'-0" X 8'-0" NON -INSULATED RAISED PANEL DESIGNER STYLE 3 POCKETED SLIDING GLASS DOOR 16'-0" X 8'-0" EXTERIOR - TEMPERED 4 DOOR 2'-8" X 8'-0" SOLID WOOD NOT LESS THAN 1-3/8" / OR 20 MINUTE FIRE -RATED 5 HOLLOW CORE POCKET DOOR 2'-8" X 8'-0" VINYL/ LOW E 6 HOLLOW CORE DOOR 2'-4" X 8'-0" VINYL / LOW E 7 HOLLOW CORE DOOR 2'-6" X 8'-0" VINYL / LOW E / EGRESS 8 HOLLOW CORE DOOR 2'-8" X 8'-0" —_c 9 HOLLOW CORE BI -PASS DOOR 5'-0" X 8'-0" U C 00 Cd 10 GLASS SHOWER DOOR 2'-0" X 6'-8" TEMPERED 11 HOLLOW CORE DOOR (2) 2'-6" X 8'-0" ko 0 12 HOLLOW CORE DOOR (2) 2'-0" X 8'-0" N a 13 BARN DOOR 3'-0" X 8'-0" WI 14 HOLLOW CORE BI -PASS DOOR 4'-0" X 8'-0" LU �WINDOW CALL-OUTWINDOWTAG WINDOW SCHEDULE CRB LOCATION TYPE R. O. SIZE REMARKS A SINGLE HUNG 3050 36 1/2" X 60 1/2" VINYL / LOW E / EGRESS Al FIXED GLASS 3014 36 1/2" X 16 1/2" VINYL / LOW E C SINGLE HUNG 3040 36 1/2" X 48 1/2" VINYL / LOW E D FIXED GLASS 2020 24 1/2" X 24 1/2" VINYL / LOW E / TEMPERED F FIXED GLASS 4060 48 1/2" X 72 1/2" VINYL/ LOW E G SINGLE HUNG 2050 24 1/2" X 60 1/2" VINYL / LOW E H I SINGLE HUNG 3060 36 1/2" X 72 1/2" VINYL / LOW E / EGRESS INSULATION SCHEDULE LOCATION TYPE R -VALUE U.N.O. CEILING @ LIVING AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA FIBERGLASS 11 W QD F_ U -i (J) O ko U U ON At 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, June 5, 2018 0 F F�aR R , 1 R i� R 967 (t RED ARG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 ui a rn LU o rn 00 .�J Q E _ 06 a- Z w LJl U ¢ N W > ^ CL 00 o "' dw E i-N� Q M -j Q l i�� i Z = —_c zf° t _j a 4 X7°0 0 W Ln a U C 00 Cd o E0�¢ Jr d CL O N U r.� _j ko 0 0 N a WI z' C> V) I p LU w I Q w Q � z �>> W z w ~ 0 m O cf- m .� ci- :Q w oC a �. wU cl w U p N W N00 N I Z Q ' p 00 J CD O I E c.a w j w ; f J_ Q 3 W oZS LU LUU z Io jz s� cUr°� LU of �- �O LIJ W L,u cf U-1 _r ZD {-n L.L sn z LERIAL NUMBEF 1014.0 CL C3 U T) Q 0 0- Z-1 LL. zLL. (D C) 2-W z Q O z nw o�= LU cU)w0 Raaf az0° C) WJ LL_o LU r- cl- o z �wa o C:) n w W oo= z=� F CQz CD U) LU z O w o U-1 o Q Qz �o W U O Q a clo w>_z = z W � Q � LU O0 J � z J = Q O Or- o LL C) d LU J V 0- m �� z Q�� 0 o (f) Qr� VW Z Co Z LU LU � Q W 2 d � Z W ED J o J J � J Q OLU (_ C) oC:) � JU o Of �o� o�� a o z LU Go �oU-) � U)CD Q=5Uz W m co J LU LU LU Q Q Q Z 2 in W Zi Lf) W U') b Lr)J W F- 0- CO Cpcj�Wz z O 0 Z C LU Z O U) WM Z 2 C7 U O W m oC Z W Fes- Q o LU W Q W Lf) W o c C) W W 0 � LU Q Q Q W 2 ►U+ (/) W Z o W LU ZZZt�i 0 z C:) o g Z W C=:) Q Q ® Z c' LU Z a LU w z LULL. CDS W LL. z,vf=o af LU QLU z o LU LU oZ=Lf) Q �LU � W CO W V J Z � LCL J o o L ­ <r U F- o ELEVATION NOTES PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE _ FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2' TO EACH ELEVATION _ "CORAL -LIGHT" OR EQUAL PRE -FINISHED TOP OF ROOF FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3' MANUFACTURER SPECS. U.N.O. - - - - - FLASHING PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE r 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND I 5'2'8 8x24 RECESS I I INSTALLED AS PER MANUFACTURER SPECS. TRIM WORK FINISHES SHALL WRAP ALL OPENINGS - 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE FLfi SHING ROOFING PER OPENING --- _.._._.. �' — — — — CONTRACT, TYP, METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON - - - ALUMINUM 1 CRICKET � THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS,FLASHING 5.2.8 ;� � • . �>:� :.. .:. . 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE TOP OF HEEL ARCHITECT/DESIGNER -- - - -- -- >� . :�---: ----�- -= -- - -- -- -- -- -- -- -- -- --- THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING - - — - - - - -T' - -- -- -- -- -- -- - - - - - - METAL ROOF C�7 WITH THE SUB -CONTRACTOR /MANUFACTURER AND 8. THE ARCHITECT/DESIGNER IN WHICH ALL cf, - - - -7,- - - -- - - - --- N ARCHITECTURAL APPLICATIONS WILL BE COORDINATED w l _ _ _ CLG. @ GARAGE AND APPROVED PRIOR TO INSTALLATION ao '01' i = ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING Ln 9' HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. a o -.. I, 2 o FJ r' 00 O MiI O� ........ _ _ .... ..... . ...... Lj_ aD FIN. FL. ___._............................................ . . .... . FIN. FL. 3 4 \\—A/C SERVICE COURT 5.2.8 TYP. 4ENCLOSURE 5.2.1 TYP FRONT ELEVATION SCALE: 1/4" = 1'-0" CARIBBEAN VENTING PER CONTRACT, TYP. I ROOFING PER CONTRACT, TYP. I loft *wt �1f/ ENT a fZIGHT ELEVATION SCALE: 1/4" = 1'-0" CARIBBEAN ASPHALT SHINGLE ROOFING W F_ F--1 oc W V / U U U Q LU m U H F_ z F_ 4< 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. June 5, 2018 0 F FLa,� C Z1 I R 9673 Ca 10, A'ED �R Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 Uj C) M W J o M rl 00 Q LO 4-J U ZW r -a N p ( 1 c CL 00 � LnZ Q L N t0 M -r Q L U L = Z � i a QQ W V} }, (U -0 0 Cli L c r) Q 00 H J E d Q J r ¢ Q_ p N U ri �I Q t.0 O l0 d' O 01N CL CD 3 LL Z' C) , cn 3 LJL LU 3 `.l.i W W i r t Uj LU �= L� z W m Co O CL Q t U W LU U J 1 N 00 Q o O 00 )co � I W I i I n W 76 W W I Cn l I i { i I z O Q W W 'LU 00 LriD Q zLLJ ioLU I Lt LZD� SERIAL NUMBER 1014.0 zw O � z z Qom zcLnw O ' = cwnw0 =) a af Of z `° O w J o o LU af cl- 3:z LU Q H O M=w C) CD .-L z 3: O LU (1') � wZ O w O w O U)LU Q Z < 0 LU 0 pf LU U (17 Q LU � O � U} Z = z w � Q � LU O0 J F- z J = Q O O Of w 0 d J U ce- m � OV Z Q c", O o0u) arc v � w z °O azo �C:)a LU LU mzLU ¢> J O J J � J F-- LL- LU C) U' Ln ocl, J O Qf U) CK C) o� Orf O z LU co �Lno(D QLU co LU J LU LU Q Q C) z = C� w 1j) w(f)_, w Q � V cn a � m L7 oC w z z O O Q Z LU z Ln O g w cn (f)(w0LU7710 _ CO c a z LU LU F- .2: z = C, cwi���Q w L0 Q LU z w OC:) cy- Lo j O w w o � LU = Q Q Z w w ZO w = O zzz,L- �oonL z z a (f)O 0 LU Q ) of z n- Uj LU w 0 z ED w z Q (D w w ¢Z w O oC a) 0:� O Qw�LL- z = z o LU LU c) LU Qa� wp w Ca w ,—, z J J Z J U- I O O LL- -< Q V H O 9 ------ 6 f FLASHING I -- 0 00 REAR ELEVATION SCALE: 114" = 1'-0" VENTING PER CONTRACT, TYP.- PR FINq COONTRAq ETYP. METAL ROOF CARIBBEAN ROOFING PER CONTRACT, TYP. ROOF SLOPE PLAN SCALE: 1/8" = 1'-0" LEFT ELEVATION SCALE: 1/4" = 1'-0" CARIBBEAN 4 3 5.2.8 5.2.8 SLOPE: 6:12 U.N.O. CARIBBEAN AT )OF YP. ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 3636 DIVIDE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING AREA REQUIRED 12,12 NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. ASPHALT SHINGLE ROOFING W Q F--1 W 1 0 U U U Q W m U F---1 z Q ai 11 -0 THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED 01 THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 5, 2018 '4 OF Ro 2 4 , AR 967 "��74ED A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 u.i ry O LU O cj) 00 �J (-- nQ ¢ 41 06 o0 ' ` Z W ) � (n N � W Gr am" 00 ® W . _> S- cE r141- 0 M U -j Q LU -y Z = Z L � in � a U �¢ W Vl 0o 4- o Lrl aO L a) Ln Fp E Q J cL Q N U J 10 O Q O cjN N a- O C) Z LL- LU LU ' t— cr w LU ti -i _ �.n (.0 1 LLj � LLJ � z Z' j w t-4 E3 m CID Ocl- LLj Uv LU i N J N 00 Q O 00 a �- £ w O w Inc LLj LU z W 0- 0 LOLL- 0 DC z Q O 00 LU LU Ln LU I Ln 00 Q-1 F-- LU LU "3E AL NUMBED;° 1014.0 'J THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS Q ?PAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING L CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. O V June 5, 2018 i 31_011fuz � F Fc (�� CD WALL PER a -PLAN et on r,r, a f x R 9,673 V s4J z 1x6 RAISED z O ROOF PER STUCCO c i CONTRACT 2'-6" - Oz 2 -PLY %6" �� LU BANDING cwn w o SHEATHING Ovan G. Drummond, AIA a 2x6 W/ 2" _,_ AR 96399 NO SIDE Manuel Gonzalez, AIA z 0°ROUND VENT @ 2X RAFTER p BANDING AR 96730 —' TAILS @ 24" '" O `�' —� 24" O.C. LL -O O C '� g PIAN PER - p FOR STUCCO Sang-Yub Lee, PE C) � ~ 1x4 T&G = 0 z BETWEEN - \ - 4" FINISH 72328 4 W w = ¢ RAFTERS m QO METAL DRIP HEEL lI_41I M N M � w O 00 LU M (DU)2x4 FASCIA 7 _ 1x4 RAISED 0 D Q F z 2x6 RAFTER TAIL 1 -0 M WALL PER STUCCO SILL LU 0 @ 24" O.C. 11_411 PLAN ¢ wLn oC U% V `� N c LU 2M _ cc O Ojwo 0.H ,�\ W pw �N� E LU a z FRONT VIEW SIDE VIEW ~ L u_ i 0 M O Q Y U- Q�V _ = z a � EAVE DETAIL 2 BRA KET TRELLIS DETAIL 3 BAHAMA SHUTTER D 4 Q W o Q 1 „_ETAIL WINDOW BANDING D W LU o W M L w � z 5.2.81 SCALE 1/2 1 0 SCALE 1/2"=1'-0"SCALE 1/2 "=1'-0" _ - G ETAIL a _j �, L u, o 0 5.2. 815.2.81 5.2.81 SCALE 1/2 -1 o Q J o Q Z -r O N 2zw � t� J U a� ~ - i �o d It oz J M 0 o N cl- � Q �c)o LL- ZE a O w O cl J m LUoz ago _. DOccn z QLU Ln w cl:� LU v i� Co z Q r w , U0 ) Z 5/ II cx yy H w LU _�fi - w L >- � m o 1X4 TRIM J Q F— Q _ \ 1"x4" TRIM w 00 LU Ln LL- cn v, M 2"x4" LOUVER _LU C2 ' 112" SHEATHING J. 12 O � � Q �LLJ � 5.2 3� POST WOOD 6 Z � H _._......... .......... F--4 O 0 m Q oc \—(A5.2.) 4"x4" POST __ U Q F--� >- O CAP ABOVE. Boz -- `- DC ............................._.... w m V INT. EXT. - r Q ........................ ............ ........ C U 2x4 U- f- o = o U LU Z „ cn O CD awCD zz A _I Q >- m ,,, B L.LJ w Q p O N LLLJ U U LU 00 b 1A LU N oC�� O oo z�wz 5.1 SERVICE COURT DETAIL('5-2 SERVICE COURT DETAIL 6 z o GABLE DETAIL J � o O = = 5,2,81 SCALEI-1/2"=1'-0" 5J2.1SCALEI-1/2"=1'-0" SCALEI-1/2"=1'-0" LU5.2.81 Q co ca LU z �LU �wcn z� z ` O FL�-1 zc� LUYII 41 -511 JY2 II _.._.._ LULU LLJ f � W LU 0 <C w 51-011 '-0" T7 Ln = o r -I LU z O Cn�JQ w L Q PLAN VIEW LULn A �wzz �_�0 5.1 Q=Ouw 5.1 A5.2.81 cn w �--i z o w� A5.2.81 4" TRIM 4"x4" 4" TRIM j U) LL- POST .� z O z �zzo U) zw O �' N (VLn C)rf LLJ w W 0 �>- _O' M O M O O � i w LULL-Z Q M ce) Z C-UwLL. 00 0 ro = W j v 4"X4" Q = 3: ti:!- POST o 4" TRIM �F—Vr ziw 4TRIM �Z 1 w " w��m A B ,oC Ln LU O O Q a U„ o � 5 w QO=M SERVICE COURT DETAIL = ® ce o LU m w SCALE 1/2"=1'- " I� U-jw f -LU C7 U -j co U LU ! X -r ZD W cra z Q V O SERIAL NUMBEF 1014.0 moo z LL. (D � z z O Q�� zc�n°LL' Oma= LU cr� � a c) � w J O M o LL.jado o z J W Q >�o 0 ZD w zC)� Q � z 0�0 LU LU z owa LU O Q z Q O pr_' w z U LQ Q w � O if w>- Z = z w � Q � LU OD J � z J =Q O OfO LL ca_ LU O d J U � m ��z 0 cl- oLU U, Q ry Orf U LL.W z CO CD ~� z Q LU (L Cjr,zw ED Q > J O J J � J Q (/) (j) O p[ J O � t5 CL � a O z =mo H 0 �v c) (D LU m m W LLJaoo Z = w C) Ln J w LU 21M m c� oc w z zo>� O Q z LU O = C� LU LU O H z LU H m a z w LU 0 z LU V) LU Q 2, LU 0 O E2viLf) c O w z w LU Q QuoLU = LU C:) C:) zzz� ��C:)� z 0 �o cg z LU< Q O = � F_ W Q �y LU z LU W LL z Q �--� W LL z W r O Ln of LU w Q w z=zo LU w00 oz=� oma= U) r� LU LU 00 LLJ J z J LL �OOLL Q V I_ O STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. NTERMEDIATE STAIR RAILS AND POSTS (IN -FILL) SHALL VITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED kGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY VITH OTHER LOADS. NTERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL VITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED kGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY VITH OTHER LOADS. E UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS ALL BE 40 PSF MINIMUN. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6-1/4" WITH A MAXIMUN CROSS SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A MINIMUN RADIUS OR 0.01 INCH. SEE INK COVERED DINING LANAI BEYOND 7 �- - - F �'�:�i _. !" �� tip BUILDING SECTION CALE: 1/4" = 1'-0" BUILDING SECTION CALE: 1/4" = 1'-0" <ITCHEN BEYOND PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER SEE SHEET A2.N FOR INSULATION SCHEDULE CARIBBEAN CARIBBEAN FOYER IANT BARRIER, TYP. FLASHING, TYP. � 55 ".�`.E"_r1AL �W V Q TW i 910 V l O U U U Q W m U Q� J TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICT 0 V TH[ DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS Of DATE OF CERTIFICATION BELOW. June 5, 2018 OF FC��, Got l w f 1 S s + s` AR 367 0 ,t V RED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 ui 010-0 CD M LU r -I 00 F- n F- 4J u? Z LU N W j >�^ Q Laos Ou C) 0 —I U_ LU Q L LL i = z �Q a _c �70oo LLJ Ln i C CC) m LL r) 0 H 0�`t --, E = Q a p N U J ^ J -' %.0 o d �O 0 N i t✓ F�1 { � -t 1 Qz i 1 1 !Wy 1 1 LU LLL F_ r i I G[ I W W { Z U-1 ` E3 r �-; MW O i 1 � - m a CL � Q oC M U LU Q U 3 � LU N(�o f I wco U LULU j _ w ' _ U cn � Z O 00 U w W k -J c.n �w Cl ry LU LU C, m SERIAL NUMBER. 1014.0 .m J 01 z LL - (D C)z z Q o (0 LLI �LU �citf cr- z m � W J OO a � o i LU z LLJ > H a LLJ =:) w Z U -T- -T- in in 3: O (J) J W Z O W o LU O Q z F- LU O LU D U cJ)LU p cl- 0-1 Q LU � O a ►--r w z = Z LU � Q � 0 � O J = 0 ��a c) d J U C),- m w O Q U O 0OCcl- Q� LU U i w Z m Z crUj �a LU cl- T- >- EDLU J (D J J F-- J Q OLU (_/) C) C:) o� ��� IIIc O� � O z =m0 zLn �Cz Q w V: H mCC)U ui 0 Q Q Z = W O c.! ) w u) J LU Q � U >- (Dcr-wz Z O > O O LU o�wz =�LUo FzW� 0 CO cl-z zz=o Uj z LU nQLn a cl- cn �Lf� Lf)fno C) LU o � o=�o Qw w� z C:) w V) Uj z z � O O cn z a L) O C) Z Z 0 Q QoLr) � Lf) cc- � �Loz LU U- L7Hwu- [= O � Lnn crf Lij Q L.0 z = z o Z: Wm _� Q�C� owmw LL- C) O U- Q U H o COVERED LANAI 11 _.... _. .............._......r._._ .._.... - .-- _ ........ _____._._._.___.._...__: MASTER BEDROOM r:, GREAT ROOM MASTER BATHROOM BEDROOM 2 BATH 2 FIRST FLOOR DIFFUSER LAYOUT SCALE: 1/4" = 1'-0" CARIBBEAN COMMUNITY DEVELOPMENT DENIED DIED DIFFUSER LEGEND ® SUPPLY ( RETURN ! ® EXHAUST FAN FOR REFERENCE ONLY LU V Q or -0 W V 1 0 U U U Q LU m H1 F— z F— Q TO THE BEST OF MV KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ( ; ( l COMMUNITY DEVELOPMENT DENIED DIED DIFFUSER LEGEND ® SUPPLY ( RETURN ! ® EXHAUST FAN FOR REFERENCE ONLY LU V Q or -0 W V 1 0 U U U Q LU m H1 F— z F— Q TO THE BEST OF MV KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 5, 2018 '4 OF FLO .' onz , t 1 t `• AR 967 �A' sh'ED A G Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W LU J 00M e -q 00 06 U Z W ) � >%Q r'4 W J O1 c > 000 Q Ln Q M O J ui Q LL V L Z = Zfa � ( i -j W Vi a i -6 C) 2 c CLI 00 L 00 mm= LL CQ U N L J J kp O Q o cl� N CL H Q �( Z Lij w j F" cn i L li LU Q z �--� Q � C w COLij 0 i H O OL �- M W cl- CL-�c a;U L Q U c� N W J N00 O ao o 4 >- crs 4 w m p LLJ LU t.Li; _ 00 O fs w uiLr) '� LL-LIJ , w LU i 0 Z Cf) SERIAL UMBER 1014.0 c- 0 U a� .Q 0 a m z w 0 � z z Qom z cin , O _ LU cn LU O a Q� p w J LL. D � OO ado z LU Q CO LU 0 =) W M O= � D O LU J W Z o>o w woo Z Q U LU 0 UV)Q w rill o LU } Z = z w 0 � O J � z J = Q O � d J V p[ m LLJ C:) z ¢tea o O cn a�� ULJL w Z Co z o CLQ LU EDLU J p J J � J a C)Uj oh LL.p cn cn (D 1:e J p U ao� o� Boz =mo L O � Q� nz m o J � LU LU LU Q Q Cl z = w LU Lf) LU a"' '- a-cj:�m zoLU >z .-, O F-- U) LU 2:wcn _�LU0 F— Z LU Or - ca cxoQ_z LU zz=( U) J Q LU cc� 3Z LU C O O w w LU _ Q U = C) CDLL. (D z a Lf)p 0 CoQ z w Q o cn ck:� c w a LU L z LU w z Q U w w z w r O Qw i_ lLj � 'm (D _ z w��CO oo=� ��� Q��� MLU wCIO w J Z J LCL J O O w Q V H O ELECTRICAL LEGEND (b SINGLE RECEPTACLE )F FLO DUPLEX RECEPTACLE ® 240V RECEPTACLE j� SWITCHED RECEPTACLE A% DUPLEX RECEPTACLE (220 VOLT) [j SINGLE FLOOR RECEPTACLE AR 96399 DUPLEX FLOOR RECEPTACLE j SWITCHED FLOOR RECEPTACLE _... _._._ ._ ....._... R - - _.- UADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER (GFCI) W P WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE SINGLE FLOOD - WALL MOUNTED _>�oCL i- N 0 M DOUBLE FLOOD - WALL MOUNTED U vi L SINGLE FLOOD - SOFFIT MOUNTED LL `� — DOUBLE FLOOD - SOFFIT MOUNTED _c �0o � C m HANGING / PENDANT CEILING HUNG L 00 � hNCANDESCENT FIXTURE - CEILING- EILINGMOUNTED M= MOUNTED INCANDESCENT FIXTURE - WALL MOUNTED ® ..-_--_-.__..___W..__ _. — .__ RECESSED HIGH HAT 10 O __......_...._..._....._......... ........... .__. 2 FT UNDER CABINET FLUOR. FIXTURE % �r FT UNDER CABINET FLUOR. FIXTURE 48� 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT C] 12X24 FLUOR. FIXTURE C� 12X36 FLUOR. FIXTURE 12X48 FLUOR. FIXTURE 24X48 FLUOR. FIXTURE SS EXHAUST FAN ® EXHAUST FAN W/ LIGHT M ELECTRIC CO. METER G.M. GAS CO. METER ® SD/CO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR sD ------ ____ SMOKE DETECTOR Q w SINGLE POLE SWITCH $, 3 WAY SWITCH $ 4 WAY SWITCH DIMMER SWITCH 4 PUSHBUTTON LM DISCONNECT SWITCH JUNCTION BOX TV JACK J PHONE JACK - PREWIRE ONLY Q THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT 0 ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL K KEYPAD ® CHIMES w STRUCTURED PANEL (A.K.A. SMART BOX, E= COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) ANT. INTERCOM FOR REFERENCE ONLY LANAInr / 1 >-\`- TWO CAR x GARAGE A.H.U. isLi 1 STUDY \ ATTIC ACCESS W/ LIGHT & SWITCH DEDICATED Ll WP GFCI _---- PANTRY J ---- / - DEDICATED WP GFCI WP GFI TV GAS TANKLESS W/H FIRST FLOOR E LE SCALE: 1/4" = 1'-0" RICAL LAYOUT CARIBBEAN q.p Q SD OPT. \ I COVERED ENTRY I W.I.C. j� \ I BEDROOM 3 u L/ OPT. IRRIGATION COMMUNITY DEVELOPMENT DENIED NIED W i-- W c.J) O ko U U U LU Q m U 1--1 z Q O rl `0 THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS ?RAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 5, 2018 )F FLO 9 I • r r a ' r • E , R 96730 A% A'ED AR Ovan G. 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INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING EXT -1 D3 TYPICAL SLIDING GL N.T.S. r1r73T1r1A1 A SEE NOTE #2 -� WALL SHEATHING WITH WEATHER yR RESISTIVE BARRIER O THER RRIER & SECURE WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY SS DOOR FLASHING DETAIL (EXT -1) HING STRIP SM PLATE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER kDDING LAPS WATERPROOFING ATi ..s, EXTERIOR O Ex jrv?. N.T.S. PENING R BE (EXT -5) CONT. DRIP EDGE ACROSS DOOR HI TO DIVERT RAIN HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE NOTE: MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS, WEATHER RESISTIVE BARRIER - 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 61 SILL PAN (E,�_2TYPICAL WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) WALL PER PLAN WALL PER PLAN EXTERIOR DOOR THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR' EXT -6 1 HEAD DRIP DETAIL N.T.S. (EXT -6) RAIN GRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW E�-, HEAD DRIP DETAIL D3 N.T.S. � (EXT -7) FLASHING W z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING (ASSEMBLED -1 WINDOW) -n cn Z G� Ln Z G) `. AR 9673 NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS, WEATHER RESISTIVE BARRIER - 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 61 SILL PAN (E,�_2TYPICAL WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) WALL PER PLAN WALL PER PLAN EXTERIOR DOOR THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR' EXT -6 1 HEAD DRIP DETAIL N.T.S. (EXT -6) RAIN GRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW E�-, HEAD DRIP DETAIL D3 N.T.S. � (EXT -7) FLASHING W z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. I;�pR rF `. AR 9673 Ovan G. nd, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o , LI rn 00 Uc Z w =1 � � Wcr- >_ � LUL to M _j Q � U L i = Z 1i LU Vl L coo m o _0j0) -�° o Q - E��¢ J C d U N C) ON y o O w i Ll 1 L.1 LU QLUQ Q z z z CL. 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ATTACHED PER NAILING SCHEDULE ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 2x SYP #2 2x RAFTERS 16" O.C. 1 ALUM. WRAPPED 2x SEEPLAN WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. — , METAL DRIP EDGE 7/16" OSB GUSSET ATTACHED PER NAILING SCHEDULE WALL PER PLAN - CONNECTORS PER STRUCTURAL PLANS OPTIONAL ROOF 3 OVER EXTERIO DOOR D7 SCALE: 1/4" = 1'-0" ROOFING PER CONTRACT. (CONTRACTOR TO _ PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24 O.C. INSULATION BLOCK SEE PLAN FOR STRAP ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP EDGE _ CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED MIN. 7/8" STUCCO (3 —� COATS) ON GALV. REFER TO SELF FURRING FELT ELEV. FOP BACKED METAL LATH VERHAN STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH EXTERIOR SHEATHING TO BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING APPLY A LIGHT COAT OF CEMENTITIOUS COATING TO FILL VOIDS & HONEYCOMBS— WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM WEEP SCREED MAIN FLOOR ELEV 0'-0" Z SEE PLAN I CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) ROOFING PER CONTRACT. (CONTRACTOR TO _ PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK SEE PLAN FOR STRAP ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP EDGE _.._.. _.. CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED MIN. 7/8" STUCCO (3 -� COATS) ON GALV. REFER TO SELF FURRING FELT FOF. BACKED METAL LATH ELEV EV. OP STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH MIN. 7/8" STUCCO (3 COATS) ON GALV. SELF FURRING PAPER BACKED METAL LATH - EXTERIOR STRUCTURAL SHEATHING PER PLAN/SPECS 2x SILL PLATE WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT) - DBL. 2x SYP. WD. TOP PLATE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC-R 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION 2x SYP. #2 WD. STUDS AND SHEATHING @ 16" O.C., TYP. APPLY A LIGHT COAT OF CEMENTITIOUS COATING TO 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS— WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER PER FRAMING DETAILS BACKED METAL LATHE & PROVIDE CONT. METAL TERMITE POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM SHIELD UNDER SILL PLATE FINISHED BASE MOULDING WEEP SCREED MAIN FLOOR a ELEV 0'_0" z _ °° 4 C Qd - 4 CONC SLAB W/ z !— U _ VAPOR BARRIER - � i = SEE FOUNDATION PLAN FOR SIZE AND EXTERIOR WALL TYPE OF FOOTING SECTION WITH WINDOW SCALE: 3/4" = 1'-0" 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 STUD @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) CONNECT WALL PER FRAMING DETAILS FINISHED BASE MOULDING 3/4" GYPCRETE (OPTIONAL) 3/4" THK. T&G SUBFLOOR GLUED & NAILED BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER, SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOW (SEE FLOOR PLAN) TOP OF FLOOR TRUSS U) w 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING a I (� 4" CONC SLAB W/ VAPOR BARRIER SEE FOUNDATION PLAN FOR SIZE AND TYPE OF FOOTING -2, TWO-STORY WALL SECTION D7 SCALE: 3/4" = 1'-0" W ,,.. a. v- OF ot) i � a 3 R as AR 967 dR kED A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W C) rn Lij o M _ 00 ~u0 Q 00 Uz LL, N >1 J W CC C) a �-.. o_j ori ° v ¢ UJ � _j i = z M a Ua (u -o0 w� L ��m of Q o w Ln Q J E��Q _.1 Q U N J ko o d v O Q N CL 1A_ J (D z -{ C) I nJ I � W F -- ac w. F_ Lij LU Lij LU z Lij Q LJLJ O H LLJ o `L' z af W 'i C 7 J (A o LU . w cLLJ LU u..€ c� c.3 cn J F --q 06 w O 'p LU�Q p o Z LU LLJ co SERIAL NUMBER 1014.1 fl_ L U a Q 0 a M O Z U �o Qz z Qom z nw (D~~= U)a-� oc z `° CD w U_ Q OO a 3:Q z LU Q ca >~ O 0 �— -n Qo= Z Z H Q~z oho � w Ln z owo wok Q Z Q Uj Q Of Uj V O Q wacn Uj �CD w �- z z z w =ate o_ Q � O J �zJ V O >_Oo O LU a J U C:r afo� ¢tea Q o cn a�� V u w Z m z Q z cl, L Q LU CL. of oOC Z w m Q > J o J J � J Q oQLn O Ln cn ocr, J O of (n wog o� CD z =mo LU z (n QcnocD QWLnz m CO w - J � Q JQ Q Q Z = Q w 3: in ) J w LU Q f5 (n � a C)c� CO (L7 0! w Z z C) ,L'^ O ZU O :2: W (n =�UJo 1—zwH 0 m 25 - LU LU w z z = Q z LU J Q wQcn ,a-QLno of U L C) w z w Q � LU Q = Q Q Q W W z O w LU Z Z Z U_ �OOcn CDz z Q O Of a w Q o o z ww zQ (D LU U_ z w O III���O QwU_ z=zo c5 F-- '~ z w�LU �co Q Z = (j)o�� < p w Co w JZ J U_ � „� r, 1'-2" M O M NOTE: BRACKETS REQUIRED I COUNTERTOP CANTILEVERS MORE THAN 10" COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH 2X4 HALF WALL CABINET INT -1 1 KITCHEN HALF WALL DETAIL D8SCALE: 1/2" = 1'-0" (INT -1) TOLL APPROVE TILE BACKER (REFER TO CONTRACT PECIFICATIONS) WALL TILE 2X BLOCKING BETWEEN STUDS (3 WALLS) VINYL LINER (3 WALLS) EXTENDED 5" UP WALLS 100% SILICON SEALANT BETWEEN TILE BACKER AND WET BED FLOOR TILE 2-2X4 THRESHOLD FLOODSTOP ADJUSTABLE GAUGE COAT WETBED SHOWER DRAIN LINER SET IN SEALANT @ 2" SHOWER DRAIN FLANGE OVER ROOFING FELT NOTE: 3/4" X 9" RADIUS MAf BLE SHELVES WILL BE USED IN LIEU OF CERAMI WHEN MARBLE/ MARBLE TILE OPTIONS ARE SELECTED. INT -4 SHOWER & CURB ,D8% SCALE: 3/4" = 1'-0" N FRAMED FLOOR (INT -4) INT -2 D8 Z J W o_ Q �O o 5- 0 >- __j m LL cn O 0_1 cr_ Q U_ > w SET MIRROR 3" FROM END OF BACK SPLASH MIRROR=VANITY -5" 36" HIGH X (VANITY -5") MIRROR VANITY MIRROR INSTALLATION INSTRUCTIONS: SET MIRROR 3" FROM INSIDE CORNER 2" MIRROR TRIM 1/4" MIRROR 1/2" RECESS FOR MIRROR 1, MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON NSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE EMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER, WOOD TRIM SHOULD BE 1 Z" F OM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. MASTER BATH MIRROR WOOD TRIM DETAIL SCALE: /2" = 1'-0" (INT -1) ni A ft FER TO FLOOR PLAN, VARIES BY MODEL s NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. CORNER SHELF FLOOR TILE o_ 2" SHOWER DRAIN LL Q co TILE AT DOOR Q THRESHOLDUj (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION INT -5 �TANDARD SHOWER SHELF LOCATION 1\ SCALE: 1/2" = 1'-0" (INT -5) DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY DRYER VENT BOX - ATTACH PER MFR. O INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) DRYER VENT (TYPICAL) --CAL) CAL R ONLY WITH PEDESTAL NOTE: 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE :F SLAB ON GRADE) INT -3 DRYER VENT BOX FOR DRYER ONLY PD 8 SCALE: 1/2" = 1'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER 4" EXT. PLYWOOD ON 2X4 FRAMING. VARIES - SEE PLANS 2X4 @ 16" O.C. r\ T' N N DROP IN TUB 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. 1 ROW OF TILE v X N SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL D8 SCALE: 3/4" = 1'-0" (FR -33) END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. - END POST TO PENETRATE – SUBFLOOR. FACE NAIL END POST TO — BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST. SUB FLOOR. FLOOR TRUSS. COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES !D8) R-34 HALF WALL TIE-IN DETAIL N.T.S. (FR -34) (INT -3) alz 01 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. �F FLpf co�`�� t � AR 967 r � p D Ova n G I�n 6nd, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Lij O m LU o rn ,J QW u1 Q U amu' �a'� C W c >00 �o� LU po V ut L U_ i = Z .i_c t� a 4- �✓ _ ¢ W -o0 0 LU v1 i � � CO C� ®o °'ruL� Q E��¢ < U N J � a O N z z C) LUUji LU LU w w w z z Q ZMZ QLU CD Q p z re, ! z Cl - C) z UjUj Cl-"- w Z U_ LL r\ o`' W ' J � cri o t F CYC F_ co LU LU U_j LU J W D oZS W H C:) o oc Q (00 ._ Q �LU co LU SERIAL NUiBEP, 1014.1 ' DESIGN SPECIFICATIONS ROUGH OPENING DROPPED HEAD OR SILL PLATES USP CONNECTORS � 4'-4" (1)2x4 SPF #2 DESIGN CODE: 2017 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM ROOF FLOOR ROOF LOADING (cd=1.25 (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf BOTTOM CHORD LIVE LOAD 10 psf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/240 FLOOR FRAMING: LIVE LOAD L/360 &TOTAL LOAD L/240 0.75" MAX ANY CASE ALLOWABLE COMPONENTS & CLADDING DESIGN PRESSURES GARAGE DOOR PRESSURES PSF CONNECTOR SYP UPLIFT SPF FA_ TENERS TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): 1 CAR GARAGE DOOR (8'x7') +22.9 -28 8 ZONE (PSF) a' = 4'-6" USP A35 450 450 (9)1odx1' 2" 10 +25.6 -27. +25.6 -34.2 USP RT7 585 495 (5)8d E . END 2 CAR GARAGE DOOR (16'x7') +21 8 -23'9 USP RT8A 775 650 (5)10dx1;/2" EA. END 50 +22.9 -25. +22.9 -28.8 USP MTW12 1195 860 (7)10dx1 /2" EA. END 100 +21.8 -23.9 +21.8 -26.6 USP HTW20 1450 1245 (12)10dx '/z" EA. END THE VALUES ABOVE AREA OWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DE ICN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. LINEAR INTERPOLATION IS P RMISSIBLE. PLUS = PRESSURE AND MINUS = SUCTION. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WIN OW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. a -� a_° k a '� DENOTES EDGE STRIP. o-- SEE C & C CHART ABOVE FOR 'a' DIMENSION I --J o o �- �- -�a [NOT ACTUAL PLAN] USP MSTA24 1640 1455 (9)10d EA. END USP MSTA36 2065 2065 (13)10d =A. END T USP LTS20B 1105 1105 '/2"0 ROD TO FTG. USP S28 1305 1305 (6)10d HEADER USP HTT16 4290 4290 5/e"0 ROD TO FTG. USP HTT22 5370 5370 5/8"0 ROP TO FTG. WIND LOADING: ASCE 7-10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASCE 7-10) - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00 MEAN ROOF HEIGHT ---------------- 18.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - 6/12 BUILDING CATEGORY - - - - - - - - - - - - - - - - II EXPOSURE CATEGORY - - - - - - - - - - - - - - C ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t .18 USP PAU44 2535 5/e"� RO w/ (12)16d USP PAU66 2535 5/8"0 R D w/ (12)16d USP MSTAM24 1545 1455 (5)1/,"x2-1/4 TAPCONS SIMPSON CONNECTORS PER PLANS. CONNECTOR UPLIFT UPLIFT FASTENERS SEE RIGHT. SYP SPF A35 450 450 12-8dx1'/2 " H2.5T 600 520 5-8d EA. END HTS16 1150 1085 16-1 Od EA. END MTS12 1000 860 7-10dA V,. ' EA. END HTS20 1450 1245 24-10dx1'' EA. END MATERIAL SPECIFICATIONS MSTA24 1 765 1270 - 9 10d EA. END MSTA36 2050 1870 13-10d EA, END HARDWARE AND ANCHORS:L ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. (U.O.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi HTT4 3480 3080 18-16d To TRUSS/BEAM 1-5/g"0 ROD TO FTG. SCOPE F SERVICE HTT5 5250 4670 32-16d T TRUSS/BEAM 1_s/e"� ROD TO FTG. MEANS AND METHODS: THE STRUCTURAL ENGINEER S LL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS 0 OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING HE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WO IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINE RING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIG ED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WA -L FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTINGROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRU S -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL R ELECTRICAL SYSTEM. LUS28 930 780 6-10d TO HEADER 4-10d TO JOIST HU410 905 785 14-16d TO HEADER 6-16d TO JOIST ABU44 2200 5 /0, "0 ROD EPDXIED 6" MIN ABU66 2300 5/e"0 ROD EPDXIED 6" MIN SET N/A N/A SIMPSON E OXY -TIE LTT20B 1675 1675 10-16d TO STUD/BEAM/POST 1-'/2"0 ROD TO FTG. LSTA12 805 695 10-10d CS16 1705 1705 13-8d GENERAL NOTES fit CONSTRUCTION SPECIFICATIONS FL# CODE FL# CODE 10446.4 11478.3 10456.6 10456.3 13872.3 13872.4 13872.8 11496.2 11496.2 10655.113 10531.36 10849.6 10849.6 11506.4 11496.3 13872.5 10852.1 FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON ® 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7/j,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITF IN 4'-0" OF ROOF EDGE). TILE - MIN. 15/32" 52/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE FNDS DECREASE EDGE NAIL SPACING TO 4' O.C. WITHIN 4'-0 OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. '/�5" 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED / 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH. -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED / 8d ® 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 )AY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/a PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COU SE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BOND', STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GRO T. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE C014TINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZON AL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHAL- BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK)-. BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN CCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PI AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTR CAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS ANC LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE . OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3'@ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INS ALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE; SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 2 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE CO DANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTAOHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMP -Y WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES AR THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRAC NG PER 'COMMENTARY AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. /HEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERINGS STEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUF CTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1 14 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS NN MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. `/ L3'/2 x3'/2 x'/4 4" 6'-0" /\ GABLE X -BRACE, SEE DETAIL 10/S0.1 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS L4x31/2"x'/4 6" 8'-0" HEADER SIZE, JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS DESIGNATES SHEARWALL. THE (2)2x8-1 /2 KING STUD QUANTITY. L5x3'/2 "x'/4 6" 10'-0" HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6' __ __ WALL THE SHEARWALL SHEATHING L6x3'/2 "x'/4 6" 12'-0" TO BE APPLIED. 8d 0 3/6 SW 3"/6' CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS DESIGNATES Sd COMMONS ®3" L7x3x'/4 6" '/2 " 16'-0' O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS 1. STEEL LINTELS TO BE MI (MAL 36" FIELD" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROS ON BRICK RESISTANT COATING OF EPDXY BASED F=====�� VENEER ADJ - ADJACENT LG - Lo g JOIST TRUSS TO PLATE TOE NAIL (2-16d 3 -GUN NAILS PAINT. / ) II I BM - BEAM MANUF - Manufacture i - WEATHER BOT - BOTTOM MONO - Monolithic RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS BARRIER 2. LINTEL MORE THAN 8'-0'. SHOULD -==_I BRG - BEARING OC - 0 Center JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS I CMU - CONCRETE MASONRY UNIT OSB dented Strand Board BE LATERALLY SUPPORTED OT TO I� - ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-' x3" WD. DBL - DOUBLE PERP -Perpendicular DIA - DIAMETER PRE ENG - Pre Engineered CONT. HEADER, TWO PIECES FACE NAIL 16d® 16" O.C. ® EDGE SCREWS INTO HEADER PRO IDE A '/2" '_,__ LINTEL EA - EACH PSF - Pounds per Square Foot VERTICAL SLOTTED HOLE FCR SCREW. ATTACHMENT EE - EACH END PSI - Pounds per Square Inch CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED 3. BRICK VENEER ATTACHM NT: EQ - EQUAL QT - Quick Tie STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS HORIZONTAL TIES ® 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES ® 12" O.C.. (FOR 130niphHEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot NAIL SPECIFICATIONS WIND -ZONE VERT. TIES ®1 " O.C.). SEE PLANFDN - FOUNDATION SPF -Sp uce Pine Fur BRICK 12' OF OPENINGS. PROVIDE LINTEL, AT ALL OPENINGS SPACE TIS WITHIN FT - FOOT 7SYP - outhern Yellow Pine 3"x0.131"0 = (.JN NAILS 2"x0.113"0 = RINK SHANK is"O WEEP SEE SCHEDULE FTG - FOOTING THRU - Through 2"x0.113"O = F,': 21/2"x0.131"O = 8d= HOLES ®33" O.C. IMMEDIATELY ABOVE SECTION VIEW HDR - HEADER TYP - T ical 3"x0.148"0 d 3'/2"x0.162"0 = 16d FLASHING. HORIZ - HORIZONTAL UON -Unless Otherwise Noted OF BRICK LINTEL LBS - POUNDS VERT - Vertical 1'/2 "x0.148" 0 = 10dx1'/2 " 11/2 "x0.131 " 0 = 8dx11/2 " WWF - Welded Wire Fabric TYPICAL WALL FRAMING NOTE' 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAIL`; 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS INTERIOR BEARING WALL: SEE PLAN FOR STUD SIZE AND O.C. SPACING. CONTINUOUS BLOCKING WITHIN FLOOR SYSTEM � WHERE POST IS ABOVE. 8d COMMON ® 3" O.C. F-----rCSEE I I I L ---- OILSYP#2 DBL..0. TOP PLATE. FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. ROOF SHEATHING, SEE SPECIFICATIONS. SEE 5/SO.0. I I TYPICAL D NAI ING- 0.131x3" END NAILS: (2) ® 2x4, (3) ® 2x6, (4) ® 2x8. 2x BLOCKING ONLY REQUIRED IF SHEARWALL. ' I I I I L - - - FASTEN LOWER STUD PERMANENT TRUSS 78d TO TALLER STUD w/ BRACING BY OTHER. COMMON 2 -ROWS OF 10d COMS 0 3" O.C. FULL HEIGHT ANCHOR AT INTERIOR WALLS TYPICALLY 3/8" FULL HEIGHT THREADED RODS ® 6'-0" O.C. BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. 16d COMMONS ® 8" O.C. FLOOR SHEATHING'- r SEE SPECIFICATION SEE ` I I I I -- SEE 1 /SO.1. BLOCKING ONLY REQUIRED AT SHEARWALLS AND-/ STUCCO FINISH, INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. ® 12 O.C. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) ® 2x4, (4) ® 2x6, 5) ® 2x8. PT. SYP#2 SOLE PLATE. WALL SHEATHING TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS SYP#2 DBL. r"MAX., TOP PLATE. --SEE DETAIL 1 S0.1 ,IfI . FOR SPLICING OPTIONS. -I WALL FRAMING AT I PLATE CHANGE CONDITION I I I TYPICAL TOP PLATE NAILI FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 ® 12" O.C. STAGGE SYP#2 HEADER, PER PLAN. RAISED HEADER V VVDLG IVr WINDOW SILL SCHED 11 F ARCHED TRANSOM OPTION - 2x SPF DIAGONAL BLOCKING '-0" MIN. SPLICE LENGTH / (16) 0.131x3" NAILS VENLY SPACED ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END � 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS � 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 4'-0" MIN. � 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS PED HEADER CONDITION 2 TYPICAL WALL FRAMING I 50.0 I J 2�4" 3x3xY" SLOTTED WASHER PUSHED TO OUTSIDE 3x3xY4" SLOTTED FACE OF WALL. WASHER PUSHED TO OUTSIDE FACE OF WALL. PLAN VIEW = Y" THREADED ROD EPDXIED 4" OR Y2"0x6" SIMPSON TITEN HD. SECTION VIEW WALL SHEATHING SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. WALL SHEATHING TO SOLE PLATE RAISE Y8" FROM 8d 0 3" SEE Df TAILS SEE DETAILS BOTTOM OF SOLE �ON S1.01 - ON S1.01 - PLAN AND FASTEN F-- � F---- 7 F--- i w0/CSd COMMON @ 3" I Li ----I L -------H SINGLE STORY MULTY STORY 1 TYP. WAP- SECTIONS so.o E SIMPSON SOLE SDWC15600 SEE ROOF EXT. WALL SPACING FRAMING WASHER SPEC. PLAN FOR EXTEND SHEATHING VERT. EDGE DISTANCE DETAILS. TO TOP OF TRUSS AS SHOWN. 42" DROPPED 3x3xO.229" FASTENED w/ 3-0.131"x3" ROOF SHEATHING, SEE X2"0x6" TITEN HD SPECIFICATIONS BELOW. HEEL 1'-0" 3x3xO.229" 41'2" PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. HEADER EA. END TYPICAL. c� I SIMPSON I n SDWC15600 SEE ROOF FRAMING SHEATHING MAY EXTEND 2" PLAN FOR ARCHED CE DETAILS. SHEATHING MAY SDWC15600 SIMPSON TERMINATE AT SIMPSON SEE ROOF SDWC156 SDWC15600 TOP OF DBL. 00 FRAMING SEE NOTE 1. TOP PLATE. SEE NOTE 1. PLAN FOR DETAILS. PAST BLOCKING- WINDOW CONNECTION HEEL < 5" TRANSOM 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD, SPACE ® 48" O.C. �� ROOF TRUSS CONNECTION SYP#2 HEADER, ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. OPTION PER PLANS. SEE RIGHT. JACK AND KING STUDS, WINDOW SILL SEE SEE PLAN. SCHEDULE FOR SILL SIZE AND CONNECTION AT CONDITIONS, STORY EACH END. WINDOW SILL SEE PROVIDE SOLID BLOCKING SCHEDULE. WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS. SDWC15600 SCREW SEE 8/S0.0. 17 . d: .. . ..'g„ .-F UNDATION, SEE PLAN. a ` .� .. a .4 % 1_. `,;• 12" WALL FRAMING AT MAX. MIN.~ SOLE PLATE ANCHOR: RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION. WALL FRAMING AT DROP PED HEADER CONDITION 2 TYPICAL WALL FRAMING I 50.0 I J 2�4" 3x3xY" SLOTTED WASHER PUSHED TO OUTSIDE 3x3xY4" SLOTTED FACE OF WALL. WASHER PUSHED TO OUTSIDE FACE OF WALL. PLAN VIEW = Y" THREADED ROD EPDXIED 4" OR Y2"0x6" SIMPSON TITEN HD. SECTION VIEW WALL SHEATHING SEE DETAIL 1/SO.1 FOR SPLICING OPTIONS. WALL SHEATHING TO SOLE PLATE RAISE Y8" FROM 8d 0 3" SEE Df TAILS SEE DETAILS BOTTOM OF SOLE �ON S1.01 - ON S1.01 - PLAN AND FASTEN F-- � F---- 7 F--- i w0/CSd COMMON @ 3" I Li ----I L -------H SINGLE STORY MULTY STORY 1 TYP. WAP- SECTIONS so.o E SIMPSON SOLE SDWC15600 SEE ROOF EXT. WALL SPACING FRAMING WASHER SPEC. PLAN FOR EXTEND SHEATHING VERT. EDGE DISTANCE DETAILS. TO TOP OF TRUSS AS SHOWN. 42" PROVIDE 2x4 BLOCKING 3x3xO.229" AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE X2"0x6" TITEN HD SPECIFICATIONS BELOW. HEEL 1'-0" 3x3xO.229" 41'2" PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. RIPPED TO FIT WITH GAP SHOWN. c� I SIMPSON I n SDWC15600 SEE ROOF FRAMING PLAN FOR SIMPSON DETAILS. SHEATHING MAY SDWC15600 SIMPSON TERMINATE AT SIMPSON SEE ROOF SDWC156 SDWC15600 TOP OF DBL. 00 FRAMING SEE NOTE 1. TOP PLATE. SEE NOTE 1. PLAN FOR DETAILS. TYPICAL 5" < HEEL < 1'-O" CONNECTION HEEL < 5" NOTES: 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD, SPACE ® 48" O.C. �� ROOF TRUSS CONNECTION cn n KING STUD TO TOP PLATE: SDWC15600 SCREW NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" KING & JACK _ STUDS SEE PLAN KING STUD TO BOTTOM PLATE CONNECTON: SIMPSON SDWC15600 SCREW. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED. NOT REQUIRED AT GABLE ENDS OR 2 -STORY WALLS SOLE PLATE ANCHOR QR HOLD DOWN, BUTT JOINT--\ 12" 1112"I PT. SYP#2 J MAX. MIN. SILL PLATE. SOLE PLATE BREAK NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/e" W/ 11/Z"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL 8 SCHEDULE JGALL: 5/4 = T -O- - 1'/z"� (3) ROW OF 10d 2 PLY NAILS @ 8" O.C. BEAM. STAGGERED , 3 PLY BEAM. N N 2x4 MEMBERS: ° (1) ROW OF 10d _ (4) ROWS 12d NAILS ® 4" O.C. , �AT 12" O.C. EA. SIDE. 2x6 MEMBERS: (3) ROWS 12d � (2) ROW OF 10d NAILS ® 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 6�Y4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS ® 24"o.c FASTENERS ® 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS ( v l BUILT-UP MEMBER FASTENING KING STUD TO TOP PLAT • SDWC15600 SCREW. NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. L HEAD OR SILL J PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD_ PER SCHEDULE PACK. OMIT IF SHEARWALL- HOLD HEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY TYPICAL HEADER STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR Of EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS Of JACK TRUSSES LES`. THAN 8' OR OPENINGS LES` THAN 3'-6 STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. MULTI STORY (STACKED WINDOWS) BOUNDARY OF - SHEATHING. EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SUPPORTED EDGES, -E GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX.- UON . RAF ED SHEATHING, SEE GENERAL NOTES. ROOF TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = 1'-0" 2x4 BLOCKING ®24" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE rnMMnNe TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS RNR WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 2. DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAMED WALL CORNER AND 1 INTERSECTIONS STUDS CONFIGURATIONS 50.0 TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2X BLOCKING FAST .v/8 -10d COMM01 SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (UNSTACKED WINDOWS, TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: / \/ SDWC SCREW 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW CS18 STRAP W/6-10DX1)� NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6" Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 PONT ;v\CENs' C0; NT o 3� SOF ` ORI�P.'' \C' v L' k- �\ Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION I5 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME CAPTIVA-CARIBBAN DES IGN/DRAW N/CH ECKED JWA CMJ LAP DATE 07.31.18 SCALE AS NOTED LPA No. TOLL -18-00776 CONI ROL No. 3634 SHEET 50.0 SHEET 1 OF % a SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE Y2"0 EPDXY 42" 24" 3x3xO.229" 4" 2,'" X2"0x6" TITEN HD 42" 24" 3x3xO.229" 41'2" 2Y4" NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/e" W/ 11/Z"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL 8 SCHEDULE JGALL: 5/4 = T -O- - 1'/z"� (3) ROW OF 10d 2 PLY NAILS @ 8" O.C. BEAM. STAGGERED , 3 PLY BEAM. N N 2x4 MEMBERS: ° (1) ROW OF 10d _ (4) ROWS 12d NAILS ® 4" O.C. , �AT 12" O.C. EA. SIDE. 2x6 MEMBERS: (3) ROWS 12d � (2) ROW OF 10d NAILS ® 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 6�Y4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS ® 24"o.c FASTENERS ® 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS ( v l BUILT-UP MEMBER FASTENING KING STUD TO TOP PLAT • SDWC15600 SCREW. NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. L HEAD OR SILL J PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD_ PER SCHEDULE PACK. OMIT IF SHEARWALL- HOLD HEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY TYPICAL HEADER STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR Of EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS Of JACK TRUSSES LES`. THAN 8' OR OPENINGS LES` THAN 3'-6 STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. MULTI STORY (STACKED WINDOWS) BOUNDARY OF - SHEATHING. EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SUPPORTED EDGES, -E GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX.- UON . RAF ED SHEATHING, SEE GENERAL NOTES. ROOF TRUSSES, OR FLOOR JOISTS. ROOF AND FLOOR SHEATHING NAILING SCALE: 3/4" = 1'-0" 2x4 BLOCKING ®24" O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP 4-10d PLATE AT BREAK. OVER LAP DOUBLE rnMMnNe TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS RNR WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 2. DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAMED WALL CORNER AND 1 INTERSECTIONS STUDS CONFIGURATIONS 50.0 TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2X BLOCKING FAST .v/8 -10d COMM01 SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (UNSTACKED WINDOWS, TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: / \/ SDWC SCREW 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW CS18 STRAP W/6-10DX1)� NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6" Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 PONT ;v\CENs' C0; NT o 3� SOF ` ORI�P.'' \C' v L' k- �\ Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION I5 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME CAPTIVA-CARIBBAN DES IGN/DRAW N/CH ECKED JWA CMJ LAP DATE 07.31.18 SCALE AS NOTED LPA No. TOLL -18-00776 CONI ROL No. 3634 SHEET 50.0 SHEET 1 OF % a BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS ® 8" O.C. CONT. RIBBON BOARD (TYP)� FLOOR TRUSSES OR JOIST. 5-8d COM EACH SIDE OF SPLICE SHEATHING SPLICE 16d COMMON ®8"0.. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE Y'4" OSB or PLYWOOD RIM BOARD Ya" SHORTER THAN WALL FRAMING -/WALL FR MING FLOOR SYSTEM. ALIGN VERTICAL JOINTS WITH SHEATHING SPLICE WALL SHEATHING JOINTS BLOCKING ONLY REQUIRED \75-8d COM AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHINGAFIN RIM BOARD OPTION NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADE RODS ARE INSTALLED FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS So.1 ROOF TRUSS. 2x4 SYP#2 HORIZ. BRACING 24" O.C. BETWEEN OUTER WALL & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.131x3" NAILS (TYP) FLOOR TRUSS 2x4 SYP#2 DIAGONAL FASTEN EA. END w/ 3-10d COMMONS CEILING WALL FRAMING LINE INSTALL FLOOR TO FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL 7/,F" OSB DIAPHRAGM FASTEN ROOF ROOF FULL HEIGHT ANCHOR 10d ®4"O.C. SYP#2 2x4 NAILER FASTENED TO TRUSS THREADED ROD 0 TO NAILER w/ (1) ROW 8d TRUSS. TRUSS. NAILS FROM RAFTER TO LEDGER 3/8 BOT. CHORD w/ 0.131x3" ® 3" O.C. I` AND LEDGER TO ROOF MEMBER. g 5 / 2x4 SYP#2 CATS AT 12" ® 3" O.C. FASTEN TO TOP-----\,,� FULL HEIGHT FLOOR BLOCKING ® 6" ON -CENTER WHEN OVERFRAME FASTENED TO SHEATHING w/ 8d ® 3" O.C. ROOF 2x4 SPF#2 CONTINUOUS O.C. FASTENED TO TOP IN. (2)2x4 WOOD TRUSS. OFTRUSS. 114 OPTION A GABLE BRACE. FASTEN EACH AND ROOF MEMBER. TRUSS. '/�6 OSB SDWC 15600 PLATE w/ 4-0.131x3" LEDGER FASTENED TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. OF 8d @ 3" O.C. TRUSS SHOP DRAWING FOR QTY. AND SHEATHING FASTENED TO PLT W/ 2-H2.5T ®32" O.C. COMMON. TRUSS WEBS WITH w/3 -0.131x3" MAX. I 0.131x3" TOE NAILS ® 8"O.C. TOP PLATE w/ 10d ® 3" O.C. AS SHOWN. SCREWS 2x4 SPF TO DBL. TOP PLATE 2x4x6' SYP#2 LATERAL BRACE EA. PANEL FLOOR COMMON. 16 Ii I�LSTA12 ® 48" O.C. OR DBL TOP PLT SHEARWALL FASTEN CATS EACH END w/ ALL AROUND SDWC15600 ® 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN 2x YP#2 CONT. ATTACH AX. OSB WALL 3-0.131x3" COMMON TOE NAILS TO PLATE AND TRUSS 2x4 SYP#2 CATS AT 12" SHEATHING INTERIOR W/ .1 .131x3" ®3" O.C. EDGE OF 3-0.131x3" NAILS ® 6" O.C. O.C. FASTENED TO TOP SW -2 SHEARWALL. 2x AY OVERHANG TOP PLATE. SHEARWALL- 4.- SHEARWALL OR w/ 4-0.131x3" SHEARWALL 5-16d NAILS SHEARWALL OR COMMONPLATE ALTERNATE D EXTERIOR WALL (TYPICAL) EXTERIOR WALL -E ALTERNATE A ALTERNATE B ALTERNATE C ALT<_RNATE G 7/,F" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK FULL HEIGHT ANCHOR 10d ®4"O.C. qq THREADED ROD 0 TO NAILER w/ (1) ROW 8d TRUSS. WOOD PLATE CONCRETE WASHER HOLE HOLE SP NAILS FROM RAFTER TO LEDGER 3/8 1/z"0 '/2"0 2x2x I` AND LEDGER TO ROOF MEMBER. g 5 / FLOOR ® 3" O.C. FASTEN TO TOP-----\,,� FULL HEIGHT MAY BE OMITTED BLOCKING ® 6" ON -CENTER WHEN OVERFRAME ALT. TO BOTH H3 ABOVERAFTER 2x4 SPF#2 CONTINUOUS PRODIDE MTS12 OR CS16 DIRECTLY IN. (2)2x4 WOOD TRUSS. PLATE w/ (2) ROWS OPTION A GABLE BRACE. FASTEN EACH AND ROOF MEMBER. '/�6 OSB �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT LEDGER FASTENED TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. OF 8d @ 3" O.C. TRUSS SHOP DRAWING FOR QTY. AND PLT W/ 2-H2.5T BLOCKING TRUSS WEBS WITH w/3 -0.131x3" I 0.131x3" TOE NAILS ® 8"O.C. FROM BOT. CHORD OF TRUSS AS SHOWN. 2x4 SPF TO DBL. TOP PLATE 2x4x6' SYP#2 LATERAL BRACE EA. PANEL FLOOR COMMON. 8-10d I�LSTA12 ® 48" O.C. OR DBL TOP PLT SYP#2 2x4 NAILER FASTENED TO GABLE TRUSS BOTTOM CHORD W/ ALL AROUND SDWC15600 ® 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN FRAMING TO TRUSS BOT. CHORD w/ (2) ROWS 0.131x3" ®3" O.C. FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" INTERIOR 3-0.131x3" NAILS ® 6" O.C. O.C. FASTENED TO TOP SW -2 SHEARWALL. 4.- w/ 4-0.131x3" 5-16d NAILS SHEARWALL OR COMMONPLATE ALTERNATE D ALTERNATE (TYPICAL) EXTERIOR WALL -E ALTERNATE F 5 SHEARWALL ATTACHMENT AT ROOF 8 FLOOR WALL STUDS AT 16" O.C. 8d COMMON NAILS AT " O.C.(TYP) WALL STUDS SHEARWALL NOTES: 1. T ROOF TRUSS, CO TRACTOR MAY CHOOSE A,B,C,D, OR G. 2. USE ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRUSSES. 3. USE ALTERNATE E F FOR FLOOR SS ATTACHMENI---] 2x4 BLOCKING. FASTEN EACH END w/3 -10d 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS AT 16" O.C. FASTEN TO ROOF FRAMING BELOW ROOFS EATHING w/ 4-12d NAILS AT EACH RAFTER. ROOF TRUSS I� ROOF TRUSS, I SYP#2 LEDGER ATTACH) DBL. SYP#2 LEDGER TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-1/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/a"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" LEDGER.A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. wHEN 8 LEDGER CONNECTION vmEN s DECK LEDGER AT OVERFRAME RAFTERS OTED 50.1 IRUSS TO LEDGER CONNECTION BY TRUSS 07ED 0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. ENGINEER. NOT SHOWN FOR CLARITY D WASHER PLAN • I X I FULL HEIGHT 0 i --VN I ANCHORING SPECIFICATIONS �- ANCHORING SYSTEM: THE THREADED ROD ANCHORING SOLE FULL HT. OUBLE SYSTEM SHALL CONSIST OF %"0 A307 THREADED UPLIFT PLAT FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE CONNECTOR ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE OUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE PLATE SEE PLAN TOP PLATE, PROVIDE A 2"x 2"x }b" STEEL WASHER. -� WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 OA OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, THREADED ROD _ PROVIDE A HOLE IN THE PLATE 'A" LARGER THAN THE SEE PLAN EVA N DIAMETER OF THE THREADED ROD USED. WHILE " O SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER ,TEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES (OPTIONAL, LOCATE © FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AS NEEDED) ANCHOR 1,) INODHOLE. RODS MAYHALL BE LBEDSLANTED APPROXIMATELY TRUE CENTERED AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE CVf4IDen ^Urn TUC WAvn rn • FLOOR FRAMING FULL HEIGHT `HREADED RODFOUNDATION, SEE PLAN '-PER PLAN. -'EMBEDMENT DEPTH(g) OVERFRAME RAFTERS, SEE PLAN. FULL HEIGHT ANCHOR NSTALLATION CHART qq THREADED ROD 0 I.I SIMPSON H3 w/ 10-8d COMMON 0 WOOD PLATE CONCRETE WASHER HOLE HOLE SP NAILS FROM RAFTER TO LEDGER 3/8 1/z"0 '/2"0 2x2x I` AND LEDGER TO ROOF MEMBER. g 5 / THESE STRAPS 2x4 SPF#2 FULL HEIGHT MAY BE OMITTED BLOCKING ® 6" ON -CENTER WHEN OVERFRAME ALT. TO BOTH H3 ABOVERAFTER LENGTH PRODIDE MTS12 OR CS16 DIRECTLY IN. (2)2x4 WOOD LESS THAN 4'-0" ROOF MEMBER. BETWEEN OVERFRAMING RAFTER OPTION A GABLE BRACE. FASTEN EACH AND ROOF MEMBER. �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT CONTINUOUS LATERAL BRACING, SEE TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. BLOCK TO DBL TOP wHEN 8 LEDGER CONNECTION vmEN s DECK LEDGER AT OVERFRAME RAFTERS OTED 50.1 IRUSS TO LEDGER CONNECTION BY TRUSS 07ED 0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. ENGINEER. NOT SHOWN FOR CLARITY D WASHER PLAN • I X I FULL HEIGHT 0 i --VN I ANCHORING SPECIFICATIONS �- ANCHORING SYSTEM: THE THREADED ROD ANCHORING SOLE FULL HT. OUBLE SYSTEM SHALL CONSIST OF %"0 A307 THREADED UPLIFT PLAT FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE CONNECTOR ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE OUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE PLATE SEE PLAN TOP PLATE, PROVIDE A 2"x 2"x }b" STEEL WASHER. -� WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 OA OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, THREADED ROD _ PROVIDE A HOLE IN THE PLATE 'A" LARGER THAN THE SEE PLAN EVA N DIAMETER OF THE THREADED ROD USED. WHILE " O SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER ,TEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES (OPTIONAL, LOCATE © FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AS NEEDED) ANCHOR 1,) INODHOLE. RODS MAYHALL BE LBEDSLANTED APPROXIMATELY TRUE CENTERED AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE CVf4IDen ^Urn TUC WAvn rn • FLOOR FRAMING FULL HEIGHT `HREADED RODFOUNDATION, SEE PLAN '-PER PLAN. -'EMBEDMENT DEPTH(g) LSTA12 FOLDED OVER TOP FULL HEIGHT ANCHOR NSTALLATION CHART REQUIRED FOR BRACE THREADED ROD 0 © D 0 WOOD PLATE CONCRETE WASHER HOLE HOLE SP EMBEDMENT EDGE C. DEPTH DISTANCE 3/8 1/z"0 '/2"0 2x2x e" 4" 4" 2" 3" g 5 / 3/4"0 3/4 " 0 3x3x 4" 7.5" 12" FULL HEIGHT MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD IN 12 FULL f ]EIGHT WOOD FRAME WALL ANCHORING SYST SO.1 THIS DE[/.IL ONLY APPLIES WHEN NOTED ON PLAN 6-10d COMMONS 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d ® 4" O.C. PLATE w/ 10d ® 3" O.0 PORCH SHEATHING, SEE SPECIFICATIONS HEADER BELOW END I PORCH PARALLEL PORCH HEADER & SUPPORT TO WALLP ST, PER P AN I� (2)MSTA24 PERPENDICULAR I STRAPS jQ WALL 24" 16 GUAGE POST BASE: STRAP w/11- POST 24" 16 GUAGE 4x4 POST:ABU44 10dxl)�" EA. END BELOW STRAP w/11- 6x6 POST:ABU66 10dx1)2" EA. END PORCH. PORCH HEADER, - SLAB SEE PLAN HTS16 - STRAPS MSTA24 5ifi" ROD STRAPS EPDXIED 6" MIN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST PORCH SHEATHING SPECIFICATIONS: '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD OR (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS ® 6" O.C. EDGE AND FIELD TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/S0.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ F-1 SW 8d@3"� SW 6" 8d@3"/6" "� " PERFORATED SHEARWALL SEGMENTED SHEARWALL (A - UPPER TO LOWER STUDS UPPER TO LOWER STUDS SW 8d03/6: (2) CS18 STRAPS SW 8d®3/6: (2) CS18 STRAPS n- END STUDS TO FOUNDATION (B� - END STUDS TO FOUNDATION W 8d0,3/6: HTT5 OR HDU5 W 8d®3/6: HTT5 OR HDU5 SOLE PLATE ANCHORS- SOLE PLATE ANCHORS EE SCFIEDULE ON DETAIL 3/S0.0 IEE SCHEDULE ON DETAIL 3/S0.0 SHEARWALL NOTES 1. PROVIDE 7/16" OSB SHEATHING WITH 8d COMMONS ® 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/S0.1 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. L4 -12d TOE ROOF NAILS (FYP.) 2x4 SYP#2 OUTLOOKERS TRUSS ® 24" O.C. H3 QR H2.5T HURRICANE CLIP ® EA. OUTLOOKER TO TRUSS. 2X6 ANGLE BRACE 2X4 T -BRACE. ONLY LSTA12 FOLDED OVER TOP DBL. TOP MAX WALL SHEATHING UP REQUIRED FOR BRACE LOW TOP PLATE 6" NAILS INTO BEAM. SPACE GABLE END TRUSS. LENGTHS > 8'-0". FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER, ON FACE OF BEAM FASTEN w/10d COMMONS SEE PLAN. FULL HEIGHT ® 6" ON -CENTER ANCHOR OR DTT2ZHOLD 2X4 2 SYP BLOCK ®EACH BRACING APPLIED TO IN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION A GABLE BRACE. FASTEN EACH FRONT SIDE OF WEBS. END W/ 3-10d TOENAILS CONTINUOUS LATERAL BRACING, SEE BLOCK TO DBL TOP TRUSS SHOP DRAWING FOR QTY. AND PLT W/ 2-H2.5T LOCATION. IF MORE THAN (1) LATERAL I 0.131x3" TOE NAILS ® 8"O.C. FROM BOT. CHORD OF TRUSS AS SHOWN. TO DBL. TOP PLATE 2x4x6' SYP#2 LATERAL BRACE EA. X -BRACE w/ 2-16d INTO BOTTOM 8-10d I�LSTA12 ® 48" O.C. OR DBL TOP PLT CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ GABLE END BRACING SDWC15600 ® 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN 1. SPACE GABLE END BRACING ® 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 FULL. HEIGHT ROD ITEN HD R TIGHT IF PLATE ON TITEN HD ROD COUPLER DDS - THD37634RC (%"x63'4") 3/811 F=ULL HEIGHT ROD ALTERNATE ATTACHMENT (1)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d 6" LSTA12 FOLDED OVER TOP DBL. TOP MAX NOTCH HEADER PLATE LOW TOP PLATE 6" NAILS INTO BEAM. SPACE PORCH (BE� 8 -GUN NAILS ° FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER, ON FACE OF BEAM SEE PLAN. FULL HEIGHT ANCHOR OR DTT2ZHOLD DOWN AT BRACING APPLIED TO IN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS , w/ 2x SOLID BLOCKING TO BLOCKING @ 3" O.C. / \ AT SHEATHING EDGE / A \ I 1 I 2x4 BLOCKING BETWEEN EA. / TRUSS. ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) PERPENDICULAR TRUSS DETAIL B DOUBLE TOP PLATE LSTA12 FOLDED OVER TOP CONTINUOUS OVER PLATE w/5 -10d NAILS HEADER INTO TOP PLATE & 5-10d 6" NAILS INTO BEAM. SPACE MAX 48" O.C. OMIT IF WALL FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SHEATHING IS INSTALLED ON FACE OF BEAM 8 -GUN NAILS FULL HEIGHT ANCHOR OR DTT2Z___j HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. (3)TYPICAL PORCH BEAM CONNECTION cn , IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T., STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING F POST BELOW WITH STRAPS WHEN FULL mtIUFi I ANCHORS ARE NOT USED SHEATHING lilt - 420 ll1.420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 STUD WALL FRAMING w/ 2x SOLID BLOCKING 8d COMMON WIRE NAILS / � AT SHEATHING EDGE . 00, P TO BLOCKING ®3" O.C. \\ w\ �\CENS � / I ROOF TRUSS 1 _ No. 5 OR JOIST \ _ /FOR PERPENDICULAR = * E oc TRUSS CONNECTION STA CONTINUOUS 2x6 SYP#2 SEE DETAIL B ABOVEF LEDGER FASTEN WITH M Fs i 5-0.131x3" EA. STUD. •��NA� N PARALLEL TRUSS DETAIL A Luis A. Pontigo, PE WALL AD). TO ROOF CONNECTION FL PE#53311 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE AND WALL SHEATHING AND STUD FRAMING. HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T ® 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER TIE DOWN IY11J UtIAIL UNLY AHHLIES WHEN NOTED ON PLAN MULTIPLE BRACED TRUSSFS AC INnIrGT-n INI TDIIQQ 1ZDGrICInATInK1C MINIMUM 2 PLYUU MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"xi)C HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD ,4 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS AAIAI DLY HTT5 or HDU5 EADED OXIED J DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A -36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS SIMPSON DTT2Z w/8- Y4"X1)2" SDS SCREWS " THREADED ROD EPDXIED 4" MIN OR Y2x6" TITEN HD TT20B HOLD DOWN ATTACHMENT DETAIL HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR (1)DIAGONAL BRACE PER B SEE PLAN C (1)CS16 STRAPS (4) TRUSSES APPLIED TO BACKSIDE OF WEB. BRACING APPLIED TO FRONT SIDE OF WEBS. CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. MINIMUM 2 PLYUU MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"xi)C HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD ,4 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS AAIAI DLY HTT5 or HDU5 EADED OXIED J DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A -36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS SIMPSON DTT2Z w/8- Y4"X1)2" SDS SCREWS " THREADED ROD EPDXIED 4" MIN OR Y2x6" TITEN HD TT20B HOLD DOWN ATTACHMENT DETAIL HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 @ 32" O.C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE TRUSS BRACING I I°I I°I II II I°I I.I T -BRACE FASTENED TO II I°I WEB w/ 12d ® 6"O.C. I T -BRACE TO BE THE I,I SAME SIZE, SPECIES, I I AND GRADE AS WEB TO BE BRACED. I°I II I°I II MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE GIRDER TRUSS TO SISTER A OR BEAM `36" LONG STUD FASTEN w/12 - 0.131x3" GUN NAILS (2)MTS12 f SIMPSON FULL HEIGHT RACING NOTE,-, AND SPFCIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS, THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. GIRDER TRUSS OR BEAM (2)MTS12- LTT20B THREADED ROD (2)H2.5T '--(2)H2.5T WITHIN 6" OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY STUD STUDS PROVIDE Y2" THREADED ROD 2 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS )2x6" TITEN HD (FLOOR T MINIMUM 0 FLOOR) 2 PLY HOLD DOWN SEE PLA STUD % ROD = DTT2Z ROD = HTT5 BUILT-UP POST, BUILT-UP POST, SEE PLAN. SEE PLAN. OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONAL wHEN 16 GIRDER / BEAM STRAPPING \IA,ZI1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 000 RELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL FRAMING DETAILS DD NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.rt PLAN NAME CAPTIVA-CARIBBAN DESIGN/DRAWN/CHECKED JWA CMJ LAP DATE 07.31.18 SCALE AS NOTED LPA No. TOLL -18-00776 CONTROL No. 3634 SHEET SO.1 SHEET 2 OF % (2)2x6 KING STUDS (2)2x6 JACK STUDS (2)2x STUD CORNER, P.T. SOLE PLATE SOLE PLATE ANCHOR OVERLAP SIDEWALL TOP PLATE GARAGE HEADER 2)20ga STRAPS LEADER TO JACK HTT5 W/ THREADED ROD EPDXIED 12" HTT5 w/ %" THREADED ROD EPDXIED 12" GARAGE SOLE PLATE FLOOR ANCHOR ALWAYS PLACE GOAL POST. FASTEN TO STUD HEADER AT PACK WITH 2 -ROWS OF 16d TOP OF ROUG RING SHANK NAILS 0 12" O.C. OPENING ATTACH GARAGE DOOR THRU TSTUD UPRIGHT BUCK DIRECTLY INTO PACK, PER GARAGE DOOR / SUPPLIER HTT5 w/ %" THREADED ROD EPDXIED 12" THICKENED SLAB EDGE AT GARAGE OPENING. NOTES: 1. ALWAYS PLACE GIARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION GARAGE HEADER FRAMING 2x4 BLOCKING 10d 0 24" O.C. 3° 2x4 10d 0 3"� tNAILEROCKING TS12 2x4 BLOCKING 10d 0 24" O.C. 10d BEAM PER_ PLAN 5 SECTION THROUGH PARAPET 6 SECTION T so.2 so.2 2x4 BLOCKI NAILER 2 BALLOON FRAME WALL TO TOP OF PARAPET GH PARAPET GARAGI CRIPPLE STUD 3ARAGE HEADER, 3EE PLAN ABU66 w/ 5 " ABU66 w/ 5/,," THREADED ROD THREADED ROD EPDXIED 12" EPDXIED 12" MIN. MIN. THICKENED SLAB EDGE AT GARAGE OPENING. p• e • e .' A d A' d • d ; e • 'de GARAGE C�-.NTER WALL FRAMING SPLICE 2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS 0 24" O.C. F2x4 P.T. SYP No.2 BLOCKING/CLOSURE FASTEN w/ 3-12d TOE NAILS. RIP DOWN TO RFhI IIRFII hFPTH PRE-ENGINEERED--/ WOOD ROOF TRUSSES. 12d COMMON WIRE NAILS ® 4" O.C. , STAGGERED UPLIFT-/ CONNECTOR DOUBLE TOP PLATE RAFTER TAIL DETIAL 1'-4" 10d COMMONS 0 6"o.c- - 2x6 SYP#2 LEDGER w/2 -1/4"x6" SDS SCREWS 0 16"o.c- 6x6 POST SEE PLAN 3-10d TOENAILS EACH SIDE ROOF SHEATHING PER CONSTRUCTION SPEC's 1/2"x10" S.S LAG BOLT 2x6 SPF#2 RAFTERS 0 24"o.c H2.5T WOOD BEAM PER PLAN (2)H2.5T 4x4 HORIZONTAL LEG Vx8" LAG SCREW RECESSED 4x4 DIAGONAL %%8" LAG SCREW RECESSED 4x4 VERTICAL ALL EXPOSED METAL CONNECTORS AND FASTENERS SHALL BE STAINLESS STEEL SHED ROOF - BRACKET DETAIL SCALE: 3/4" = 1'-0" Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 011, r3lSL Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO B ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL RELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z U (f, � OU') w O En w LLJ J (YU Z 0 ZW mQ� J Q 0 � w � � m J 0 U MISC FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.D.R PLAN NAME CAPTIVA-CARIBBAN DESIGN/DRAWN/CH ECKED JWA CMJ LAP DATE 07.31.18 SCALE AS NOTED LPA No. TOLL -18-00776 CONTROL No. 3634 SHEET S0.2 SHEET 3 OF % O Ln 1 1 0 N I 00 00 I STAIRS BY BUILDER 8,-0„ 5'-8„ 1'-2" 1'-2" D �I—I— ---I—---------------------- ci I SLIDING GLASS DOOR FRAMES MUST BE RECESSED 1,_ I SEE ARCHITECTURAL PLANS FOR LOCATON OF SLIDING 9 I I GLASS DOORS. coo S1.01 I 14" CONCRETE SLAB w/ FIBERMESH © 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE. PAVER I I Y 0TH RS Hing i SIM 8 S1.01 30'-10" 6'— 2" Il 8'— FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH DESIGNATES SAWCUT LINE BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNC)ATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE 0"41-Y. 2. FTGS. & FFJD. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. Ui i i iii �i�i i1 -k -k -00N." C W11110 74'-0" I rn T o� /4\ I I o S1.01 I O STAIRS BY BUILDER I I I I 4 S1.01 6'-0" 7 —11 4'-6'1 I I L- 1'-3'; 8'-0„ lo Dc o I PROVIDE 2—#4x4'-0" CORNER CRACK BARS 10 AT SLAB MID—DEPTH.(TYP) 21 1.01 S1.01 FOUNDATION LAN SCALE: 1/4" = 1'-0" 75'-0" 82'-0" ROVIDE SAW CUTS PER 5/S1.01, BUILDER TO OORDINATE WITH FINISH FLOOR MATERIAL. 5'-2" 7'— 0" Ln N Q0 O DO Ln N 0 In I 9 9 00 I 0 DO SYMBULS LEGEND - - - - - DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE ® INTERIOR LOAD BEARING WALL 77 DESIGNATES SLAB RECESS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P PON rr, ENsFT��o N . 53 " ST OF Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z � U � w C]LLI wLlj M U Z m J pZa 0� Q w (f) m J D J Q � zLLJ � � m O� J 0 U FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME CAPTIVA-CARIBBAN DESIGN/DRAWN/CHECKED JWA CMJ LAP DATE 07.31.18 SCALE AS NOTED LPA No. TOLL -18-00776 CONTROL No. 3634 SHEET S1.0 SHEET 4 OF 7 WIN AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING LAYOUT PLAN AND PERMANENT LATERAL SUPPORT DETAIL. GRADE OR CONC. SLAB, SEE PLAN. STEMWALL SCHEDULE CMU REINFORCING COURSES DOWEL TO MATCH VERT. 1 TO 6 #4 VERT. © 48"O.C. 7 TO 10 #4 VERT. © 24"O.C. 11 TO 12 #4 VERT. © 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. TYPICAL WALL RAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS TYPICAL) F-12" HOOK IN'_0 SLAB. MONO SLA3 FOOTING AT PORCHES, WHEN SPE IFIED ON PLAN. _ SLAB ON GRADE, SEE PLAN. ° \4i NSF CO = #4 DOWEL TO MATCH VERT. N 5 3 STEMWALL REINFORCING (SEE r- 0 P 0 SCHEDULE) w/ 6" HOOK INTO \\ da °d \ REVISIONS DATE FOOTING. LAP VERT REINFORCING \\\ F IS GREATER TH 3TEMWALL NCOURSES CO T. CONCRETE FOOTING 8"d x 16"w 1—STORY, /(2)#5 CONT. 10"d x 20"w 12—STORY, /(3)#4 OR (2)#5 CONT. 1 STEMWALL FOOTING S1.01 SCALE: 3/4" = 1'-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE _ CORNER BARS (TYPICAL) 12" HOOK INTO SLAB. SLAB ON GRADE, SEE PLAN. 8" CMU STEM WALL W/ #4 VERTICAL DOWELS © 24" O.C. 90' BEND INTO FTG. D p I SLAB ON GRADE— D r SEE PLAN v. e e _ ° D O I CONTINUOUS CONCRETE FOOTING O 3" CLEAR f ry Q 10"x20" J U w/ 2—#5 CONT. STEMWALL AT GARAGE SCALE: 3/4" = 1'-0" z Z X 00 —Q 0 o z TYPICAL WALL FRAMI G AND ANCHORAGE PE CONSTRUCTION SPEC . SLAB ON GRADE, SEE PLAN. a , V ALT. FOOTING AT • • ���j�i BUILDERS DISCRETION. #3 © 48" 0. C. 0 ROD CHAIRS (TYP.) 12" w/(2)#5 CONT. MONOLITHIC EDGE FOOTIN - z 00 TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1—#5 CONT., PROVIDE / r,,mKlrn n A nr- /T\/rl \ SEE 7B/S1.01 SLAB ON a---- GRADE, \�\ SEE PLAN. SHOWER PAN SLOPES TO DRAIN, SEE ARCH PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. STEMWALL, SEI 1/S1-01 FOOTING W/ SHOWER RECESS (IF REQUIRED) 1" DEEP SAWCUT w/ SLAB ON GRADE, 4LELASTOMERIC SEALANT SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CO C. PLACEMENT. 5 SAW CU F DETAIL BOND BEAM w/1—#5 I X CQ L °d GRADE OR CONC. SLAB, SEE PLAN. PAVER BY OTHERS 8" MASONRY STEM WALL w/ 1—#4 © 48" O.C. 12" THICK x 20" WIDE w/ (2)#5 CONT. WALL FRAMIN SLAB ON a --° ---art _�__.�_ — 44 GRADE, \/\ °4 / SEE PLAN. \/ d d d / 00 OPTIONAL 2" FLAIR 8"x16" 1—STORY, w/(2)#5 CONT. 8"x20" 2—STORY, w/(2)#5 CONT. BEARING AT INTERIOR TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1—#5 CONTINUOUS SLAB ON GRADE— L d ° ° SEE PLAN } °\ d ;d d ° a � .d d d ..4 a < 3" CLEAR Q Ljj v 10"x20" ,� w/ 2—#5 CONT. GARAGE STEM WALL (IF REQUIRED) MATCH DOOR 3/4" RECESS WITH, SEE ARCH. SLAB ON ° 'a. GRADE, a SEE PLAN. PAVING BY BUILDER 12"x12' 1#5 CONT. E. J. I IDETAIL 10B MATERIAL SLAB ON GRADE, j SEE PLAN. \ \ / THICKENED EDGE 8"x8' w/ 1—#5 CONT. DETAIL 10A POR .H STEM WALL THICKENED SLAB STEP, SEE ARCH (4" MAX. SOLE PLATE ANCHOR, SEE 3/SO.0 8" CMU STEM WALL W/ #4 VERTICAL DOWELS (5 24" O.C. 90° BEND INTO FTG. CONTINUOUS CONCRETE FOOTING � EQUAL TO SLAB THICKNESS. 7B @ SLAB RECESS WALL FRAMING BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. STEP, SEE ARCH. PLAN SLAB ON GRADE, �\ SEE PLAN. 1—STORY, w/(2)#5 CONT. 2—STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Po NSF CO = N 5 3 r- 0 P 0 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION DETAILS L SCALE DIMENSIONS FROM AWINGS, IFA DIMENSION IS LEAR REFERTOTHEECTURAL DRAWINGS ORNTACT THE E.O.R. PLAN NAME CAPTIVA—CARIBBAN DESIGN/DRAWN/CH ECKED JWA CMJ /LAP DATE 07.31.18 SCALE AS NOTED LPA No. TOLL -18-00776 CON iROL No. 3634 SHEET 51.01 SHEET 5 OF 7 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL 2/SO.1. (TYPICAL) SHEATH CONT. PRIOR TO FRAMING SGD POCKET SEE 3/SO.1 FOR BEAM CONN. (TYPICAL) STRUCTURAL BRACKET PER DETAIL 12/SO.2 (2 PLACES). J U Q O � Ld x N Q N � � a- z I cn O JI X J N Q m STRUCTURAL BRACKET PER DETAIL 12/SO.2 (2 PLACES). X N N BEAM TO STUDS w/ MSTA24 (2)2x6-1 /1 I X N N (2)2x6-1 /1 2x4 SPF#2 STUDS @ 12" O.C. lo TOP PLATE TO STUDS w/ SDWC15600 @ 48" O.C. (1)JACK/r2)KINGS HUC26-2(T P) (2)5.5" FULL HEIGHT LVL STUDS. FASTEN TO SLAB wV DTT2Z N FASTEN TOP OF WALL PER DETAIL 5/SO.1. (1 )JACK 2)KINGS (2)2x8-1 /1 H (2)2x8-1 /1 (2)2x12-2/1 \_S_-RAH A R PER En.0 ° 1� 0 0 0 I rHEHING. PROVIDE MIN. I (2)INTERMEDIATE JACK cn STUDS. FASTEN TOP & BOTTOM w/ SDWC15600 (3)2x8-1/2 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" (2)2x6-1 /1 (2)2x6-1 /1 (2)2x6-1 /1 OS LL SH A ING. 1 I )F WALL 5/S0.1. j I I I I 1 (2)2x6-1 /1 HEADER R 7/SO.1 FASTEN TOP OF WALL PER DETAIL 5/S0.1. I I I 1 I � M U) (2)2x6 SPF#2 POST. (2)2x12-2/1 2x4 SPF#2 STUDS © 12" O.C. lo TOP PLATE TO STUDS w/ SDWC1 6 0 © 48" O.0 NUNN (2)2x6-1/1 -ARWALL NOTE: SW: 3/6 SW: 3/6 DESIGNATES SHEARWALL NAILING - 8d © 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON ON DETAIL 3/SO.0 SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEARWALLS O.C. (SW 8d@3"/6")24" SOLE PLT ® # WHEN NOTED ON PLAN x SEE NOTE 2 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT ® 36" = 36" ON -CENTER SPACING (2)2x6 SPF#2 POST. SEE DETAIL 1 /SO.2. HB STRUCTURAL �BRACKET PER DETAIL 4/SO.2 (4 PLACES) (2)2x6 SPF#2 POST. I LL, I I � N Q \ LLJ N = I O LLJ XN cD N IN Q CN LLJ Q > I SEE DETAIL O m 2/SO.2. 001 I 1 I I I I C',I I I I x Cn Cn D � i �I Q \ I I O LLJ = `� I N I x N LLJ X N < CN (2)2x6 SEE DETAIL 0 1 SPF#2- 1 /SO.2. POST. \ I N I I 1 I I I I C',I I I I x C22x12 I I SEE 3/S0.1 FOR BEAM CONN. (TYPICAL) (X04 i N N l STRUCTURAL BRACKET PER DETAIL 4/SO.2 STRUCTURAL BRACKET PER DETAIL 4/SO.2 (4 PLACES) 2x4 BLOCKING ROOF © 24" O.C. TRUSSES 2X6 FLATWISE BLOCKING SHEATHING NAILER w/3-0.131 X3" EACH SIDE CRIPPLE STUDS ' © 16"o.c, NAIL TO 2-SDWC15600 ADJACENT STUD AT EA w/3 -10d COMMONS BLOCKING WALL SHEATHING -� I WALL SHEATHING (3)2x8 SYP#2 CONTINUOUS. PLATE 10d COMMONS WALL SHEATHING CONNECTING BUCK AND PLATE © 6"o.c w/8d © 3" EACH SIDE 2x4x12" LONG ADJACENT TO STUD. FASTEN TO HEADER WITH 2-SDWC15600 SCREWS. WOOD FRAMED HEAD ABOVE SLIDING GLASS SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3Z6 SHEARWALL SHEATHING TO BE APPLIED. 8d ® j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X 3'a" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/S0.1 X5 5/a A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 ® 3'8' A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 ADIAMETER THREADED RO TER ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTTS SEE DETAIL 15/50.1 • SIMPSON DTT2Z SEE DETAIL 15/S0.1 SIMPSON LTT208 SEE DETAIL 15/S0.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1„ 2x4 SPF#2 @ 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'- 1 TO 2x6 SPF#2 ® 16" O.C. 14'-0" INTERIOR 1 MAX 2x4 SPF#2 @ 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. SILO NOIES 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1 /SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 GENERAL NOTES 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.O FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/S0.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. 0 WALL FRAMING f w O ug FLOOR TRUSSES OR JOIST. WALL NO NAILS REQUIRED IN CLEAR SPAN z� z z -S18 STRAP w/ 10" SND LENGTH. FASTEN THIS END w/ 9-10d. Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 \00N f P O/V 'v \GENS� p No. 1 S A OF Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FIRST FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME CAPTIVA-CARIBBAN DESIGN/DRAWN/CHECKED JWA CMJ LAP DATE 07.31.18 SCALE AS NOTED LPA No. TOLL -18-00776 CONTROL No. 3634 SHEET 51.1 SHEET 6 OF % c 0 00 0 N 2 SO.1 Sl Mr 2— S0.1 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. 16 F- Dro CD HH F- F- H F- IF- 110 F- ►- 00 11,11 0 FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" 3 SO.2 5 SO.2 0 11F 11DF- a 11�-110, F- I- I- (14 m coRCID co co , D_ CEJ I'Won!0IoI1 H TS16 HTS 16 Ln C:)> (2)HTS16 2)HTS16 J16 > J16 J� J16 J16 ill Q\Nvv TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED 3 SO.2 �S IM SO -it SIM PORCH CEILING SHEATHING 2 AT BOTTOM CHORD OF SO.1 TRUSS SEE 2/S0.1. 3 50.2 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES - 1 . O S-1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS STU BEL TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to rop Plate shown Truss to Top Plate similar Optimal 221' 10' 0' 30' STUD DIRECTLY BELOW TRUSS Y2"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped -roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTL I I BELOW TRUSS SDWC Note: Reference detail 20 for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) STUD NOT DIRECTL' Do not install SDWC in hatched area SDWC15600 SDWC INSTALLATION RANGE J4'" minimum edge distance for full values (with or without a plate splice) Y,' from top plate , f splice Offset for full values Rafter or Truss Splice may be in upper or - lower plate SDWC AT TOP PLATE SPLICE STUD NOT DIRECTL 111 BELOr TRUSS Associates, Inc. 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 "W"W 111111,../' P. P�NT/c •\GENS.. a No 53 O' R C�\ 0N�` Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE RELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FLOOR AND ROOF TRUSS PLACEMENT PLAN DD NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINIGS OR CONTACT 7HE E.O.R FIGN/DRAWN/CH AME RIBBAN ECKED LAP DATE 07.31.18 scALE AS NOTED LPA No. TOLL -18-00776 CONTROL No. 3634 SHEET 51.2 SHEET 7 OF % 00 m m m m m m m m m PB01 FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" 3 SO.2 5 SO.2 0 11F 11DF- a 11�-110, F- I- I- (14 m coRCID co co , D_ CEJ I'Won!0IoI1 H TS16 HTS 16 Ln C:)> (2)HTS16 2)HTS16 J16 > J16 J� J16 J16 ill Q\Nvv TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED 3 SO.2 �S IM SO -it SIM PORCH CEILING SHEATHING 2 AT BOTTOM CHORD OF SO.1 TRUSS SEE 2/S0.1. 3 50.2 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES - 1 . O S-1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS STU BEL TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to rop Plate shown Truss to Top Plate similar Optimal 221' 10' 0' 30' STUD DIRECTLY BELOW TRUSS Y2"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped -roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTL I I BELOW TRUSS SDWC Note: Reference detail 20 for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) STUD NOT DIRECTL' Do not install SDWC in hatched area SDWC15600 SDWC INSTALLATION RANGE J4'" minimum edge distance for full values (with or without a plate splice) Y,' from top plate , f splice Offset for full values Rafter or Truss Splice may be in upper or - lower plate SDWC AT TOP PLATE SPLICE STUD NOT DIRECTL 111 BELOr TRUSS Associates, Inc. 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 "W"W 111111,../' P. P�NT/c •\GENS.. a No 53 O' R C�\ 0N�` Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE RELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FLOOR AND ROOF TRUSS PLACEMENT PLAN DD NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINIGS OR CONTACT 7HE E.O.R FIGN/DRAWN/CH AME RIBBAN ECKED LAP DATE 07.31.18 scALE AS NOTED LPA No. TOLL -18-00776 CONTROL No. 3634 SHEET 51.2 SHEET 7 OF % 4 z LL O � z z Q 1-4 O U) z cin O _ =aaf ofz°° c) w J O LL.j ct� H Q` z I w Q LU > ~ oO �LU � w Q O � C c) Uj 2f, O>0 Ly w O o LU =o QU LU D ULU LQ Q W O C Z LU z = z w � Q � Lu O0 J 1--Z J = a D�0 o �LL_ Cl - d J U p[ m � U OZ a�a O Lr) LU Q D! U LL_ w z azo O Q LU LU CL � z w ma> __I O J _j J Q LJ_ LU ooU) O cn o� U p GC LUa- 0 O ce a O z LL,mo �cwrn0(D Q w Lf) m m LLLJ J � 0 Q Q C) Z = w L10 (f) bLf)J w LUZ (Qj H Cc } oC m QD C)'_wZ O > O F-LLJ V) M: w cn cn(Doz0 z11 r- moCCIL-z n Q > O zz=o z LU ! Q Q ao=z O w w o � Uj Q � Ulf p w w z o w Lr) zzLL. C:) C:) z 0 U) c) O Q o cn �� wQ Uj LU o z LU LL z Q zU[=O Qw�LL_ Z=zo cD I- w��m C:) Q C� LLJ w Co LLi JZJLL_ �00LL- Q U H O Al k rA A7.81 821-0" 81-011 CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 74'-0" 10 1-21' 5'-8" 1'-2' 24'-011 1 I 1 GAS LINE TO GAS LINE TO WATER Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA I COOKTOP DRYER SOFTENER LOOP HBT L ------J L._________ --- _________________ -- -- -------___---- _ L_--- J L o I I 1 0 _ o M DJ W O OO oCD .� Ln °O N — - N ti..! W J rn ' > ,-, 00 o i ' p FNM o 1i -jj d LU U LL_L -j 1. Z a _c 6" ISI II L coo= Of a 0 2 Ln PROVIDE ELECTRICAL a' CHASE FOR ISLAND °O PLUMBING— WALL -i I( H 1 1 i i 4,-2,, -� E „ 221-411 TYP, a = ¢ O N U 1-0 J %.0 O I II --_ 'J 131-111I I o �N 000 -- SLOPE SLAB @ - 6" PLUMBING — — — —ir=fir ,�— — WALL — — `______73 C=====JJ 0 ,-� 1/8" PER FOOT J I Ji __________L__c� L_ __ I ____�I LU 1 2 Q z --- -- 241_611 IL---------- -- ---�---� - 91-911 , � `m \ Q_ m SLOPE PAVEkS @ i U a U s w U) w J 1 1 1 1/8" PER rn T • � a� 1 r I n I r� 1---- ----------- ---------L---------- 1 ,-- Co 6 J O `O =c I LU3 a 01-011Ilk '17 I µT FINISHED FLOOR 00 II 521-011 m II 1 I I 211.611 N Gi NOTE: 1014.0 lo I I 11 1 0 ^' FIN. FLOOR TO BE 18" MIN. 1 ABOVE CROWN OF ROAD. PAVERS) N STEMWAI``�________� -`` c=___ ----i--- ---- rL r------------- 1 1 -------- --------------------� / I 11 1 LJ _6 I 2'-1011 1 121-911 11'-111 191-811 231_611 ILI I I 1 -------------- I II - - - - - + - - �� r=1 ` `• - - --- - - - - - - - - - - - - - - - - PAVERS SLOPE @ ------------ ------- - l i �__=+___� �___------------------ ==iJ `__� 1/8" PER FOOT I I L--J.___J 1Ln L w 6" PLUMBING WALL u I I I` L M Irl III n n _ 2 21 611 I I _ 11 11 1 1 4' 111 5' 311 1. g I 1--- 11 I - - ,� Cq l i o 'tr+ I i 1 i ,\ i----_--- 11 I f----�------ 11 1 ii 16" PLUMBING o ----- ii N r, 1 PAVERS ON STEM AiALL i.� � � II M WALL i--_-=-_ 7-:z j� �j 1 iljl II I I --- - sJ 1 1 11 II I I 1 rJ 11 ----------1 -- ____ --------- II II L II II c`� I{ II 11 4'-2" 21 -Ii Ih' �, i; l i L, r 11 u, ,� 11a__ _ _ __ 4 PLUMBING —��;� 1 I I � M i i I 1 1 ,11 ALL, U.N.O. (TYP.) L._.� 1 I 1 i L_ "_A r --------------------i r--1�---- ---- ---- ---- --- -- - N--------� r------�- ---� r-------�---___._.moi-------------------- -------------------� yhB - I _ T �O 221-011 I GAS LINE TO L TANKLESS W.H. " 221-8 91_011 811 51 _` 1_21 71-011 751-011 - , 82'-C" SLAB PLAN SCALE: 1/4" = 1' - CARIBBEAN NOTE: STEM WALL FOUNDATION W N O v ( �"� L.f) F_ H oC B LU -- --A7.81 _ M O 7/7 U COMM "Al! TY L A ��rrr;�Nr ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE ALN SHEET. 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 28, 2018 t Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o M DJ W O OO Q h ¢ .� Ln °O U� N ti..! W J rn ' > ,-, 00 o i p FNM o T d LU U LL_L -j 1. Z a _c V W kA L coo= Of a 0 2 Ln J Q -� E < a = ¢ O N U J J %.0 O ¢ �N 000 s 00 00 J LU € Q z Q z �--� � `m O Q_ m i U U s i N w J Q co N QO 1 ,-- Co C) J O `O =c I LU3 a '17 I µT 00 z m 1014.0 LL- C) C) Z z Q O � Z- Lf) oma= LLI a � �= LU J LL_ � � O LIJ a o z I wLU Q > O w .--i LU Q O -r z oho J w 2-- c) O w O QEn oo wLLI=o Q � U U LU ZnLU 0Z Q w = 0 w z = z w oo0 LU LL.J z J = Q O � r- 0 LL - CL 0J cl- m LUoU) Q V Off O O D3 LU CC 2:: OC Vw Z m c Q w w � a C) co w J O J J J LL- w U) U) Ln ocx� i p�U� �o� oC),f a o z =mo ZU)Cz Q U� m m w J � LIJ <c C) z = n w w U) J w LU M Q U'>- a LY CO C9 oc w z O >O Q Z LU (-) O gwcn LU C1w O �zw� m� z C, Q >O LU U Z Z = C) (f) <t w Q LU = w 0 U-) OZ �U)U)M O w z w D � LU QU LU � w U w z0w� z z z � �zCZ 0 0 o_Q aov'� a wLU > _U LU u z Q Z U w O w Q w LL - C) Q0 p C) z W��m _� Q �� 0 w CO w Q U F- o '-211 4'-10" 5'-9" 28'-3" A A7.81 1 74'-0" 6'-4" 6'-4" 9'-11" Ln 0 �n A7.81 � 0p O LU GAS LINE TO REAR 0 10 -0 CLG. 2x6 WALL @ 34 IN CLG. ao 1/211 HIGH ROUGH D. W. ; o o - - - 11 11 ALL - - - 22 x54 I I 10'-0" CLG. ® MT rSTEPS ATTIC IACCESS x10"x10" AIRo %o o io II 1HVPER FAI R & SH @ 9'-0" U.N.O. 13 `D 12 _ !r4 ------ OP I 31 61 91.41 go 0 I I O M%2' T 88MASTER 1 = .I.C. M INSULATIONOBEDROOM I R & SH MASTER - > 01-0° CLG. -' 10A0" CLG FOR SOUND 1 10'-0" TO 10'-8° I N — — — — — BATHROOM ®; " 3'-6° °° 14 6 10' 0" CLG. = R & SH COFFERED CLG. i O O 911 a, Ln "' I 6" �- - - - - IT -6" 4'-10" 3'-1011 31.411 1 11 Q, 81-711 2'-10' 2'-4" I 5'-1011 1 11 I 51.8" 01 I I 0 TEMPERED GLASS Ll I IM !! © �— — — —— I W.I.C. I tC:, I� --------J Ln QON TUB DECK — _ , BEDROOM 10'-0" CLG. 10'-0" "' 10'-0" CLG. SHOWER SEAT O 91.411 21.011 — — — — M ATI 011 A C C 121-1" 00 BEDROOM 3 12'-0" CLG. LU- >I ----------- OI Lb 1 a1 1 0 _ 001 O 211 LU GARAGE '- af 9'-0" CLG. I �O I LL 1 OI LU z1 I I I�A.H.U.�I I I X I w _ --- --- > 1------------------ O 0 Al ENTRY 1 Ln 1 Q1 oc CLG. H of C-)' 01 LUI II I � Q 1 oC 1 Tp 1611 :':' n , — -4-- — — — al (' I Z --------------------- L 18'-6" 11'- " 4'-011 f 5'-4" 1 j 12'-411I I 21'-10" ZD I I I MT I I I -, M.T. = I � PANTRY I ' 1 0'-0" CLG 1-1 STUDY w30" PROVIDE 72" x 96" x RECESS FOR AHU „ I 10'-0" CLG. I -$ 121-0111 GREAT ROOM 12'-0" TO .2'-8" 1 1 COFFEREE CLG. _ I BOX COFFERED V-RIFY W/ PM I M 91 ,\ 1i, I I 331-611 OP I 1 / 51_ 11 PV 131-8n �l 121-711 I I L--- 6" 5'-10° 4'-6° ------------------- 3'-6" 16'_4" - / - 1 1. 1 1. 0 1-6 /3 -11 / _ HALL - FOYER / 10'-0" CLG. I I u, 1_ „ 12 0 CLG. I - - -� � _ 0 1 0- -a - -- - - - - "' SEE FLAT - - - �-- - - - - - - ,1 4 r', r-+ FO SOUND �' - o "�' 9 SOFFIT DETAIL L. . ...... . ::::..:.......... r'4 --- 7 0' 0; - N ON A3.N TOP - � FAI R & SH @ 9'-0" U.N.O. 13 `D 12 _ !r4 ------ OP I 31 61 91.41 go 0 I I O M%2' T 88MASTER 1 = .I.C. M INSULATIONOBEDROOM I R & SH MASTER - > 01-0° CLG. -' 10A0" CLG FOR SOUND 1 10'-0" TO 10'-8° I N — — — — — BATHROOM ®; " 3'-6° °° 14 6 10' 0" CLG. = R & SH COFFERED CLG. i O O 911 a, Ln "' I 6" �- - - - - IT -6" 4'-10" 3'-1011 31.411 1 11 Q, 81-711 2'-10' 2'-4" I 5'-1011 1 11 I 51.8" 01 I I 0 TEMPERED GLASS Ll I IM !! © �— — — —— I W.I.C. I tC:, I� --------J Ln QON TUB DECK — _ , BEDROOM 10'-0" CLG. 10'-0" "' 10'-0" CLG. SHOWER SEAT O 91.411 21.011 — — — — M ATI 011 A C C 121-1" 00 BEDROOM 3 12'-0" CLG. LU- >I ----------- OI Lb 1 a1 _ 001 O 211 01 TWO CAR LU GARAGE 6 af 9'-0" CLG. I a' -04 (D I I LL 1 OI LU z1 I ------------------- J w _ --- --- > 1------------------ O 0 Al ENTRY 1 Ln 1 Q1 oc CLG. H of C-)' 01 LUI O Q 1 oC 1 1611 :':' n , — -4-- — — — al (' I LL_ I 01 LU 1 Z --------------------- _ 611 61_611 M.T. I 1 I I I COVERED Al ENTRY 1 CLG. H I 1 �n j 1611 :':' n , — -4-- — — — A A7.81 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" CARIBBEAN 51.211 71.011 �n N I 0 Ln �.81 Ln G- 1. k o v c Lam,/ ►DDITIONAL NOTES, SCHEDULES, & DETAIL. :AN BE FOUND ON THE A2.N SHEET. T O 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 28, 2018 Asa t7 Ate 967 , ',, Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O M L.0 o M 00 00Z U W Lf)D v <t to cV.. W uno o a J 0M� rj 'it o �_ V) fu V CL -C:) aj-oo 0 w cn L c co m C a Ln Q EO�C J CL U N I'D o J < `O N ■ 00 U- 00 o > � w LLj i..ls 1 Q z LI -1 H m CID O a Q > LU U N w i J � N Z 00 I C) J LA � o LU LU L- Lkj wf M: J 00 O CDI LL oC H LL - 1014.0 tZ C) V cy fy L- CL fZ 0 fZ Z fl � O � z z Qom z (f) oma= � a af of z 0 W J 0 C) a- 0 o z I w Q >F- CO w n ::D w Q O z LU 3: o owo w OLij Q z O W tY W z U LU O Q LU 0c,� O W Ln % Q L C) V CO cli L Q 0 a z LL �z z Q 1-1 oV) o x Ly LU ck:� oc z m 0 w J 0 oLU ofO ado I wLLJ Q > ~ O LU -1 LU o O x Qom~ z LU w 2f O W O w O �o LU z O LU p UU)Q O � O wiz = z w oc 0 LL.j O J �ZQ = O LL oC J U p m LLI�z Q�a O Lr) LLJ Q � � UL L m z o �Ua =a� LLJ co JO J J p J o Q LJ_ wx cn C) (f) o. J O •4-•U �Oz LU ca �oU') � v C) (D ¢ LLJ m ca J oQoo z=ouJ 3:U)w00 J w OZUF- Q�U� (DC)r-wz z O > O QZzx C:) �w(,r) =LU�o z ,Ll-,' Ca cl-z C Q >O w0 Z Z x M U-jZ M U-) a Q w � w Oz c) LU �x�o U = n LU _ C/7 w H Z O w .-. x o U) z z O z o cn U') c) 0 o_Q CD cn a w Q z SLUM w LL.Z Q (' a--' LU LL. L ZLLvO Qw�LL. z = z O C9 H-- z LULUco oo �� Q � C) � w CO w z _, J Z J LL O O LL Q U H O ELECTRICAL LEGEND g SINGLE RECEPTACLE ® F ---I DUPLEX RECEPTACLE ® 240V RECEPTACLE ~� SWITCHED RECEPTACLE ® DUPLEX RECEPTACLE (220 VOLT) [� SINGLE FLOOR RECEPTACLE L� DUPLEX FLOOR RECEPTACLE .1 SWITCHED FLOOR RECEPTACLE © QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER (GFCI) E] WP WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE g ._. ___ _____...__ SINGLE FLOOD - WALL MOUNTED g DOUBLE FLOOD - WALL MOUNTED SINGLE FLOOD - SOFFIT MOUNTED ® F ---I DOUBLE FLOOD - SOFFIT MOUNTED $, HANGING / PENDANT - CEILING HUNG ~� INCANDESCENT FIXTURE - CEILING Mf11 InITCn -q INCANDESCENT FIXTURE - WALL MOUNTED ® F ---I RECESSED HIGH HAT 2 FT UNDER CABINET FLUOR. FIXTURE $, 3 FT UNDER CABINET FLUOR. FIXTURE ~� 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT E7 12X24 FLUOR. FIXTURE L� 12X36 FLUOR. FIXTURE .1 12X48 FLUOR. FIXTURE © 24X48 FLUOR. FIXTURE ..___ _............ _ ....... EXHAUST FAN _ PHONE JACK - PREWIRE ONLY QQ EXHAUST FAN W/ LIGHT .M. ELECTRIC CO. METER G•M• GAS CO. METER ® SD/CO SMOKE DETECTOR/CARBON MONOXIDE nCTr_rTnD SD SMOKE DETECTOR $ SINGLE POLE SWITCH $, 3 WAY SWITCH $� 4 WAY SWITCH_ DIMMER SWITCH 4 PUSHBUTTON_ 4:3 DISCONNECT SWITCH .1 JUNCTION BOX © TV JACK _ PHONE JACK - PREWIRE ONLY QQ THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT 0 ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL K KEYPAD ® CHIMES STRUCTURED PANEL (A.K.A. SMART BOX, F====a COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) INTERCOM FOR REFERENCE ONLY G FOR HOOD VENT/ -GAS COOKTOP WATER SOFTENER WP GFI E.M. FOR LOOP IRRIGATION jREF• GFL..--- FI GFI GFI DBL FCS -------------- /TL EMPTY CONDUIT TO 2 1; SURFACE MOUNTED AS D. LAUNDRY GANG "J" BOX W/ BLANKWP GFI OVEN ELECTRICAL PANEL SPACE PLATE IN GARAGE.. .. DINING ROOMWP t _ � \ GOURMET KITCHELLS N, ; --- �.\/C FOR DISP / ;`caCE. U/C FOR D.W`--- TWO CAR GARAGELi I I ATTIC ACCESS W/ LIGHT & SWITCH I I 'PWP GFI i ] DOORBELL i FOYER � r. I I 1 \ /1 I _.. • • •t it I_-1 J \ I _. ... .. .............. ....................................__........................... >-- ............_..._.............__......._..... .........__... ............ ,u U.,.�L LL,.,1! HB C� o _ _ .. _ GAS TANKLESS W/H FIRST FLOOR ELE SCALE: 1/4" = 1'-0" RICAL LAYOUT �F,MENT V r-1 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 28, 2018 t s f a 13 96 ( ' Y Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W [� o LU O M _, T__1 co o� D T 00 U< L N a o W L�� LLLL z a U w -0o fy o o a) 2 Ln Q ..,,! L a 0Q E�� J ¢ N J ko o Q lD ON I- 00 00 N 00 o ; J LU LU � Q z > m ~� m O~ j Q < U I N LU J ! r14 Q 00 N z '"• i O o CD cxa a # LU I L) I i I E E �O 00 7-1 J U ~ U W J W 1014.0 C) V Eo Q 0 cl- z w pz z Qom L oLjLj ma= 6- � m DC Z O w LL. p O LU a p z O = Q > F- O LU p � w C1 0 � Q z p3�:0 LU I w Z O L> c)) LU O wLUQ Z Q = O V O Q in - LU z o ;�z = Z w C)r'� 0 � Z Q = o �r- (D �LL- c) d J U p[ m LU aUo in 0 Di Q�Of V w Z � Z Q =cXf a� o >- ED -� o J J F- C) OLU p Lf) C:) cr- F- o �LU L� a p OC)r� a o z LU >- O m p�O( (,r)7 QWLf)z mmw� J � pw Q p p Z = p w �U-) w� J w _ Li -i ZU ~ Q�(MW� V cl:� w z z O o �z�� ��wcn "'foo F- zw� 37- <c LU U zz=p z cwn��Q Lu Lf) Q w (,r) wp"'� oc U-) U) oLyzw o o=�o v�p= Ly zow� LL- C:) U) z a cn p 0 �o� QOcn� U')�wQ gLU p Z ED i z Q CD~ww ~ z w O (,r) or -1 LU Qw�� z=zo -- Z Lf) oz=� � F�C) Q� wLUmLU I Z J CLL I o O w Q U H O 81.011 ' 2" 5'-8" 1'-2 24'-0" GAS LINE TO—\ COOKTOP A A7,81 82'-0" 74'-0" GAS LINE TOWATER DRYER SOFTENER LOOP HBT 48"x48"x4" CONC D 3" ABOVE GRADE Al T HB 22'-0" 22'-8" AS LINE TO ANKLESS W.H. 91.011 SLAB PLAN SCALE: 1/4" = 1'-0 I rA A7.81 75'-0" CARIBBEAN 5f-211 71.011 .'-2 C( "ENT �P R, VD W H W U U IS9 O OP IN EFFECT AS OF DATE OF CERTIFICATION BELOW. JL-- NOTE: STEM WALL FOUNDATION r ------J L ------J L-•---------- -- r---,--- - 0 b e ; � 3 t o N _ N I H G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE I I I I 1611 All -�, \ 1 [Y = r; f �- 1 0 PROVIDE ELECTRICAL �' O° CHASE FOR ILAND 6" PLUMBING WALLit ; "'r ' ; ; 4'_211 13'-1" ; ; I = 1 221.411 TYF, LU < kA _ W SLOPE SLAB @_ > C) Ci 00 L W a T 1 tJ L 12 ----J CD M Za ��o LU to L C 00 m 6" PLUMBING WALL �0 < o i/8" PER FOOT C N U o 00 < I'D o o N I _--______ L.__.� - j LL - 00 2 0 0 1 1 1 J 1 1 241-611 9'_911 \ LU 4< L z � � Q ' W m uuj ri 1 "' riL---,- j----------- _ U SLOPE PAVES @ N LU = op J Q ' r, 1/8 PER FOOT 6' Q ii 1 00 - o` 01_011 I II 11 I I I I L U C? LLJ FINISHED FLOOR ; i i 2 N 52'-0" 11 II I - ; i i i 21'_611 o r� z CID 2 F7- 1014.0 bo `V NOTE: I II 1 0 w FIN. FLOOR TO BE 18" MIN, ,-1 PER Ln ABOVE CROWN OF ROAD. GRADE1\\F7 PAVERS CN EYP, STEMWA - --- ---------------- ______ -- - - - - - - LJ 1 -6'1 2'-1011 s GAS LINE TO 1 12'-911 11'-1"1 19'-8" 23'-6" pe REAR - - ------------- PAVERS SLOPE @- - - -� - - __________ � 1==_� -___- =�______________ =i �___-______=====J-`==� i ���:�.� = 1/8" PER FOOT r--------------------j r== I 1 1 i 1 I �l w I 6" PLUMBING I r -1 I I I 11 WALL ; ; - 1 1 I I z"------- I I I I �*r--- CJ 7 - ------ ------------VJ CJ-�V------ � r- -7 rr--� I ------------------ to rn '-{ rn --� . :.,1_._�:W. .....,. �ti..., ti. ` ri r---- - r..,,..W.J 1 " c� ��------- u.�,. _.., ..,., , ..... 1 n I I 22 -6 „ 1 1 I I 1 ,, 1 4 n._ 1 n 1 1 1 -- -1 5 -3,, 1 I 1 j 1 .i1 I r-------.------� 1 I I 1 1 I I N i I ;-� i i i i N ; PAVERS ON STEMWALL C-, 1 1 o = 16 PLUMBING ---i ; C) ;; 1 I I I OP p I I rn k I I a I Io - 11i'1�ii II cV 1 I WALL 1 r--.---_ _ -a I I I 11 — - - ��------------J ill I I 11 I/ I(LU I r -j _1 o Q " t t I i i = I 1 1 1 1. U n 1_ I 1 I 41-2 2 1, ,+1 00 n I I ii Ln -4 -- �n I I i -' - - - -- I , _ I i 4" PLUMBING ..ALL, U.N.O. (TYP.) I 11 Ji 1 ---- L--1 r --------------------i r --L----- - - - - - - - - ---- NiL�= --- -- - ---------� r------ ------------�.__ L_ -------------EL------ ----- --- ---------------� 48"x48"x4" CONC D 3" ABOVE GRADE Al T HB 22'-0" 22'-8" AS LINE TO ANKLESS W.H. 91.011 SLAB PLAN SCALE: 1/4" = 1'-0 I rA A7.81 75'-0" CARIBBEAN 5f-211 71.011 .'-2 C( "ENT �P R, VD W H W U U IS9 O TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING I- IN EFFECT AS OF DATE OF CERTIFICATION BELOW. NOTE: STEM WALL FOUNDATION ADDITIONAL NOTES SCHEDULES &DETAILS CAN BE FOUND ON THE A1.N SHEET. b 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 28, 2018 e ; 3 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W [Y o M L1J o M 1-1 00 j 0000 UUz LU < kA N W ® > C) Ci 00 L W a T d tJ L 12 .7 M Za ��o LU to L C 00 m �0 < J n < C N U J < I'D o o N LL - 00 0 0 1 1 1 J 1 1 LU af LU 4< L z � � Q ' W m Q U U j I I N LU J Q ' 0 Q o 00 o o` tea L U � - LLJ LU 00 r� z CID 2 F7- 1014.0 z LL '-' o c2lz z � ¢ (f) zLf)U w H � a af oc z m LULLI J � � O 0 ix - C) OI LU -r- ¢ >F -O w F- ,n M = w zx-T- p oho o>o w O � �o z F -- o � LLJ pf w Z V In ¢ LU O LU z = z w F¢ - � oc -' LU O J = Z ¢ LL- C:) Q9 ce r- o LL. c) d J U w m Qo ooLLJv ¢ w U i w Z m 1-1 Z Z ��¢ w w C) >- w m¢> j O J J J ZD- LL. 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I -j 1 ` `� \ 00 °° ZONE O 8 0 10'-0" CL WATER SOFTENER >,------------------ LOOP 30'-811 m ¢ I 11 RECESSED 0 AIR HANDLER o TWO CAR w IN CLG. 1 GARAGE 10'-0" CLG. 2x6 WALL @ 34 D. ° ^ 2-L e�ALL '� r — — — — — — 22"x54" 9'-0" CLG. 1/2" HIGH ROUGH I 1 10 -0 CLG. - _ ® MT STEPS I ATTIC - E 1 --==---= -------, �D v ACCESS CD ------------- ---------- M 1110"x10" AIR I x 1 — 01 \ /I z� CD `� JUMPER------------------ - � O7 I IIA.H.U.II I I X I II II I I/\I >I w ------------------ BID p ¢I N 181-611 \ N 11'_ " I 1 11 1 " 211-10" 01 4 -0 5 -4 12 -4,, I I I I _ -- ---- 01 1 MT I I '- I n I `� LI I. PANTRY Q1 N `D I 0'-0" CLG STUDY PROVIDE 72" x 96" x I 10'-0 " CLG. 30 URECESS FOR AHU LU 1A 2 -811 GREAT ROOM c~n I 121_0111 12'-0" TO 2'-811 1 _ 1 1 1 I COFFERED CLG. 10 BOX COFFERED VERIFY W/ PM 1 `n I I I I a °° 1 - O 1 - 1� ' / N 1 13 -8' 8" 121-711 11 I _ 11 GAS LINE TO REAR N I 6 5 10 41-611 31-611 161411-7 0 1'-6" /3'-11" --* // 101-011 LL _D oo FOYER CLG. 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LL_ I 01 wl 2'-1 -----------------J Ru 611 ................... 61.611 611 611 M.T. 1 I I ' I R 9673 P lD Ovan G. Drummond, AIA AR 96399 Manuel COVERED i AR 96730 Javier Hernandez, AIA Al ENTRY 1 72328 - H 12-0" CLG. I �n o M I UYJ o M 00 51.211 71_011 N Q 0 80 M "VELCRENT MITIONAL NOTES, SCHEDULES, & DETAIL! AN BE FOUND ON THE A2.N SHEET. 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 28, 2018 ., ' R 9673 P Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o M D UYJ o M 00 Ln 00 zL W c kA > 00 p t3 LU U - - Z U U LU t11 #-t mo o 0 L C is LL a 0 00 a)(D Ln Eos U N r\ t10 O <t lD cy, o N I 00 00 N 00 Z O LU LU k Q z #1 � Q z w m 0 L� Q� m cl- Q SIU U N LU N N 00 '. Z —4 C)° 0 J � O co wx LU 7---� z 00 N Q 1A'� Q U) H w 1014,0 Z IL. �z M ¢oma zc�i�w oma= U)aw.� �z m 0 w J LL- Q � O LU � � o z I w ¢ LU > ~ O w � r, LU zC)� o O LU w z O w O w O E♦ oU)o Z Q � LUaf LUO UCnZ w U O a w }Z = z w oc 0 LU O J = O O LL. cl- LU O d J V m p[ OV Z ¢ 0,:f a D O a�Of Vw Z m D ��Q Ly a o>- ar- a> m J 0 J J F J LUV) C:>o� i O I n- o� �(Dz =mo ocwo(D Q i)=�z m °wLU � J 2 oQoo z = p w LU L/-) c) (j) Jw LU_ m C� oC w Z z C) � Z Uj (-) O �gLU wcn LI) eso= 2 V' U O Ed p m oc CA� z Q ¢ > O LU z z = o z LU Q ¢ LU z c��0 oozes LU VM LU _ ,—, w zOw� zzz� �z�z 0 LLJ0 o� ¢ o La- w ¢ z � LU Lj-j o :P - LU w w z ¢ ww z w r O Qw�� Z = z o w�LLJ �co oz=� � C) ¢Fay LU w CO w LL- C) ¢ V H O 1 �5L2J.8 5 .2 to -------------------- FLASHING -----------------FLASHING l I -------------------- CRICKET ROOFING PER CONTRACT, TYP. METAL ROOF RE4R ELEVATION SCALE 1/411 _ 11-0 1 1 CARIBBEAN VENTING PER CONTRACT, TYP. ROOFING PER CONTRACT, TYP. ROOF SLOPE PLAN SCALE: 1/8" = 1'-0" SLOPE: 6:12 U.N.O. CARIBBEAN AT DOF rYP. ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 3636 300 DIVIDE BY CODE REQUIREMENT MIN. NET FREE VENTILATING AREA REQUIRED 12112 NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. LEFT ELEVATION SCALE: 1/4" = 1'-0"' CARIBBEAN ASPHALT SHINGLE ROOFING W DC W �o tLJ U U U LUQ m z Q 11 TO THE BEST OF MV KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. August 28, 2018 �<-730 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LIJ [� o M L.Lj o M 00 00 U N c W 0�, �, >00o Q M O T Uj 0 LL-U L LLL Z (0 CL <v-0� Liu cn 41�L O U c:00 M �U ix 0 a, fu Ln U E C6 0 ¢ cv ..j U J -' o ® N Co 00 N 00 J LU I i 3 LU �-- m LU Lu U i i N LU J ¢ IV Z O 0 ao J E Ln C LLJ w [ w �[ 1 �z �fs gaW O J U) LL O oC z Q (n O 00 F W .J W Ln 0 W 1014.0 d O V Q) Q 0 n m O z LoLL- (D C) z z Qom zcLn° wF- � � a E) m oC Z LU J oho LLJ Ce a 3�: o z I wLU Q > ~0 �LU o C) M Q H ~ CD LU w z owo Uo 0 z Qo LU 0 VLLI (n Q w 7D 0 �a� w > Z = z w cj'f� o U- 0 � z J 2 Q 0 LJL- � a- J C) Of af C:) z Qcx�a rn o G5 Q�LU Vw Z � � z z LL- C:) ww� a ma> J O J J J Off(=Q LL- LU !) ooU) J O Ri (4 U OL..o� o� a O z LU cc zmoz ¢ LU w� J � Lu z = O w � U) o c!) W Q V m L7ocwz Z o o �zLU Zo 2::wc/) U) (D �zwf~ mi2c ix- C) x- oQ�o zz=o W WQ U) o w z w LU � _ Q a�oW cn w i zowuLj ME Zzz� 0 z Z �-0 0 z w C2 �--j Q Q 0 cr' a W LU o z W tLZQ C� w LL- LU t QZQ w o LL- C) z o (D F- ►-� z w �21-1 LU m =U) F- W w mw J o z J o L.L J LL Q V F— O ELECTRICAL LEGEND ® SINGLE RECEPTACLE DUPLEX RECEPTACLE 240V RECEPTACLE ® 4 SWITCHED RECEPTACLE August 28, 2018 DUPLEX RECEPTACLE (220 VOLT) ® SINGLE FLOOR RECEPTACLE O DUPLEX FLOOR RECEPTACLE O SWITCHED FLOOR RECEPTACLE 0 QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER (GFCI) WP WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE SINGLE FLOOD - WALL MOUNTED A g DOUBLE FLOOD - WALL MOUNTED SINGLE FLOOD - SOFFIT MOUNTED $, DOUBLE FLOOD - SOFFIT MOUNTED Sang-Yub Lee, PE HANGING / PENDANT - CEILING HUNG 4 INCANDESCENT FIXTURE - CEILING M(11 I KITr-n STRUCTURED PANEL (A.K.A. SMART BOX, E=—=J COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) _ ANT. INTERCOM FOR REFERENCE ONLY An A/C COMP. #1 FOR HOOD VENT GAS COOKTOP WATER SOFTENER LOOP - 3 REF. GFI FI GFI %1FIDE LAUNDRY .... ........ . OVEN i CS i 1SPACE - � DINING ROOM / _ �. .� - �. _\ __ � GFI __ - q \ � �- AWP .---- \ GOURMET KITCHEN 6CI -_ i U/C FOR DISP- /' j / !'-RACE j WP GFI FOR IRRIGATION ----------- 3TL SURFACE MOUNTED �EMPTY CONDUIT TO 2 ELECTRICAL PANEL GANG "J" BOX W/ BLANKWP GFI PLATE IN GARAGE SD/CO I I SD OPT. \ COVERED ENTRY -----. VP. - - .._.. \ .. _ .... _ -T... HB C7 GAS TANKLESS W/H FIRST FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = 1'-0" s CARIBBEAN W I� W V U U U Q LUm U. z Q rel �I TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING INCANDESCENT FIXTURE - WALL MOUNTED ® 4 RECESSED HIGH HAT 2 FT UNDER CABINET FLUOR. FIXTURE 3 FT UNDER CABINET FLUOR. FIXTURE ^_ August 28, 2018 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT O 12X24 FLUOR. FIXTURE O 12X36 FLUOR. FIXTURE 0 12X48 FLUOR. FIXTURE SS 24X48 FLUOR. FIXTURE _-� EXHAUST FAN �o EXHAUST FAN W/ LIGHT 61M. ELECTRIC CO. METER GM. ® SD/C0 GAS CO. METER SMOKE DETECTOR/CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR SINGLE POLE SWITCH $, 3 WAY SWITCH $, 4 WAY SWITCH Sang-Yub Lee, PE DIMMER SWITCH 4 PUSHBUTTON �a DISCONNECT SWITCH QQ JUNCTION BOX © TV JACK V PHONE JACK - PREWIRE ONLY QQ THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT O ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL 4 KEYPAD ® CHIMES STRUCTURED PANEL (A.K.A. SMART BOX, E=—=J COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) _ ANT. INTERCOM FOR REFERENCE ONLY An A/C COMP. #1 FOR HOOD VENT GAS COOKTOP WATER SOFTENER LOOP - 3 REF. GFI FI GFI %1FIDE LAUNDRY .... ........ . OVEN i CS i 1SPACE - � DINING ROOM / _ �. .� - �. _\ __ � GFI __ - q \ � �- AWP .---- \ GOURMET KITCHEN 6CI -_ i U/C FOR DISP- /' j / !'-RACE j WP GFI FOR IRRIGATION ----------- 3TL SURFACE MOUNTED �EMPTY CONDUIT TO 2 ELECTRICAL PANEL GANG "J" BOX W/ BLANKWP GFI PLATE IN GARAGE SD/CO I I SD OPT. \ COVERED ENTRY -----. VP. - - .._.. \ .. _ .... _ -T... HB C7 GAS TANKLESS W/H FIRST FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = 1'-0" s CARIBBEAN W I� W V U U U Q LUm U. z Q rel �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. August 28, 2018 � ;73' x ; A' Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W CD M `-1 u., J o M -4 00 �— ® a ¢ � 0o ao U � ��N wcc '(1) 0� T+ ^o i p�0 "L9 M Z fu i U0- < W kn � 0 Op O L C m 00 cTI° E0co J J E U N (' J < �.Do � �- r1, o N L i 00 00 N 00 , o F' J ' rl > LU 3 j z> m fi} O ' m N LU J a P,4 N 00 o 00 � I L L.1 w- LLJ V LLJ 0 00 J Q U W W I W fit f' NUME' ' 1014.0