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1691 ATLANTIC BEACH DR - NEW HOME DRAWINGS TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEMM ON IHIS DRAWING ONK15 WrM THE AM.ICAM MINIMUM BUILDING CODE IN EFFECr AS OF DATE OF CERTIFICATION BEM. Oct. 02 2015 5:5 Ln O�F r-4 63 Ce LLj C) 6399 c> Ce Ed ri ri 0 0 0 N G. OND,AIA AR 96399 m LL- C:) 5 ce LLj 0 LU Ce LU ABBREVIATIONS a- Ce 00 ca 1? 00 m 00 C'4 0 uj .-j GRAPHICS # NUMBER FT. FEET P.S.I. POUNDS PER _j LIST OF DRAWINGS & AND FTG. FOOTING SQUARE INCH 0.4 cis 0-4 PARTIAL SECTION INTERIOR ELEVATION 0-4 W EQUAL F.O.M. FACE OF MASONRY PSL PARALLEL STRAND a- BE m C1 Cover Sheet - Index of Drawings ETAIL NUMBER ETAIL NUMBER @ AT LUMBER 0 "4 i Uj < I Uj Co RAWING NUMBER DRAWING NUMBER A/C AIR CONDITIONING GAL GALLON P.R. POWDER ROOM 0 U �j f11% GN1 General Notes ABV. ABOVE G.A. GAUGE P.T. PRESSURE TREATED 0 !5 W AD]. ADJUSTABLE GD GARAGE DOOR PT. LD. POINT LOAD 00 0 0 BUILDING SECTION DETAIL CALL-OUT 1�1 = A.F. ABOVE FLOOR GFI GROUND FAULT PWD. POWDER 00 DETAIL NUMBER DETAIL NUMBER 3:: 0 A.F.F. ABOVE FINISHED FLOOR INTERRUPTER PLW. PLYWOOD Uj Ce SLAB LAYOUT --- RAWING NUMBER AHU AIR HANDLER UNIT GL GLASS j Uj 0 iu> 0 ALT. ALTERNATE G.W.B. GYPSUM WALL BOARD R RISER i>u 0 E: A1.81 Slab Layout for Caribbean ALUM. ALUMINUM RA RETURN AIR 44 C) ..Ln a 'Qft 0 �- m A1.N Slab Layout Notes and Details ,jF',_CEILING HEIGHT CHANGE H HIGH RAD. RADIUS 0-4 U3 < 5 B.B.Q. BARBECUE HB HOSE BIBB REF. REFRIGERATOR D D D z -.--CENTER LINE BD. BOARD HD. /HDR. HEADER REINF. REINFORCING Ce Uj B.F.F. BELOW FINISH FLOOR U (n < F SPANISH TILE HGT. / HT. HEIGHT RM. ROOM LU 0 FLOOR PLANS LEVATION MARKER BOTT. BOTTOM Ce 0- HORIZ. HORIZONTAL R.O. ROUGH OPENING 0-4 Uj W SHAKE SIDING BR. BRICK RQD. REQUIRED 0-4 M 0 P-4 LAB RECESS En BKFST. BREAKFAST Z A2.81 First Floor Plan for Caribbean SIDING INSUL INSULATION R &SH ROD & SHELF C) Z LU A3.81 Second Floor Plan for Caribbean INTERIOR R.W.C. RAIN WATER CHANNEL INT. CALC. CALCULATIONS Ce A3.N Floor Plans Notes Schedules and Details FRAME BEARING WALL BRICK I.L.O. IN LIEU OF Ci 0 C.I. CONTROL JOINT U.J U_ __j SF/SQ.FT. SQUARE FEET I _j INTERIOR WALL (NON-BEARING) STUCCO FINISH CL CENTER LINE Z < SGL SINGLE 0 CLG CEILING KS KNEE SPACE 0 Ce /Y\\ CMU MASONRY WALL EARTH SHT. SHEET �2 0 Cmu CONCRETE MASONRY UNIT >,- U- EXTERIOR ELEVATIONS & ROOF SLOPE PLANS L LONG SH. SHELF 0 LU GABLE END WALL INSULATION C.O. CLEANOUT 0 _j LAV LAVATORY SHWR. SHOWER 91. Co COL. COLUMN W FRAMED KNEEWALL DECORATIVE STONE LDRY LAUNDRY SL. SLIDER Uj C) COMP. COMPRESSOR U M A5.81 Front and Side Elevations & Notes for Caribbean LIN LINEN SPECS SPECIFICATIONS Ce 0 DRAWN BY A5.1.81 Rear and Side Elevations and Roof Slope Plan for Caribbean DROPPED SOFFIT PRE-CAST LINTEL/ HEADER CONC. CONCRETE LT LAUNDRY TUB S.P.F. SPRUCE PINE FIR CONT. CONTINUOUS m LU < 2: A5.2.81 Exterior Elevation Details for Caribbean SPRG. PT. SPRING POINT Ce Ce S. PROFFM L3 LU M.B. MASTER BATH STD. STANDARD 11! A5.3.81 Exterior Elevation Details for Caribbean DB. DOOR BELL z I CHECKED BY z MAX MAXIMUM STL. STEEL DBL. DOUBLE M.C. MEDICINE CABINET STOR. STORAGE S. VANCLEAVE Ce DR.& SH. DOUBLE ROD AND SHELF LU MFR. MANUFACTURER I m DECO. DECORATIVE MIL. MILLIMETER T TOP SCALE >- BUILDING SECTIONS m Uj DET. DETAIL MIN. MINIMUM T&G TONGUE & GROOVE 22 X 34 = SCALE AS NOTED co < > DIA. DIAMETER MIRR. OIRROR TEMP. TEMPERED --j 0 1/2 NOTED S DIM. DIMENSION MLOG, MOLDING THK. THICK 11X17 0 1— 0 = A7.81 Building Section & Stair Section Detail for Caribbean DN DOWN M.P.H. MILES PER HOUR T.O. TOP OF U_ LU (n SHEET DATE 0 (n (n DR. DOOR MT METAL THRESHOLD T.O.B.B. TOP OF BOND BEAM 0 Ce DS. DOWNSPOUT TR. TREAD 09-01-15 d 0 DIFFUSER LAYOUTS D.S.S. DENSE SELECT STRUCTURAL N.T.S. �,,�NOT TO SCALE TRAN. TRANSOM 936 DW DISHWASHER TYP. TYPICAL SHEET REVISION INFO 2 Al REV.#116962 S.P. 10-02-1-5 a- 0 m DWG. DRAWING o.A 5,OVERALL Uj >- 0 M1.81 First Floor Diffuser Layout., Notes and Legend for Caribbean -QN CENTER UC UNDER COUNTER ca U O.C. 0 (n . M2.81 Second Floor Diffuser Layout,, Notes and Legend for Caribbean E EGRESS mi M V) E.E. EACH END O.H. OVERHEAD U.N.O. UNLESS NOTED w 0 0 OPT. OPTION(AL) OTHERWISE z E.W. < EACH WAY OPNG. OPENING Uj EL. ELEVATION >_ Co LU OSB ORIENTED STRAND BOARb V.B. VAPOR BARRIER co i ELECTRICAL LAYOUTS 0 _j ELEC. ELECTRICAL VERT VERTICAL 03 :;Fc SET REVISION INFO Z 3= LU ENCL. ENCLOSURE PED. PEDESTAL SINK V.T.R. VENT THROUGH ROOF 3: (n r1i V) 'lectrical Layout,. Notes and Legend for Caribbean ENG. 0 (n _j Uj E1.81 First Floor E ENGINEERED POLY POLYVINYL ;Z ;5 M LU E2.81 Second Floor Electrical Layout,, Notes and Legend for Caribbean EQUIP EQUIPMENT P.S.F. POUNDS PER W WIDE C2 :5 (n > < a- W C6 EXT. EXTERIOR SQUAREFOOT W/ WITH Q Ce Uj z FIN. FLR. FINISH FLOOR W.C. WATER CLOSET Z C) > �m. 6-1 0 FLR. FLOOR 3:.. (n 0 WD. WOOD Uj -T- STANDARD NOTES & DETAILS SHEET DESCRIPTION z U 0i FND. FOUNDATION WDW. WINDOW Uj m LU F.P. FIREPLACE W.I.C. WALK-IN CLOSET 0 COVER Ld 0 D3 Standard Notes & Details FRT. FRONT WP GFI WATERPROOF GFI F_ LU W.W.M. WELDED WIRE MESH SHEET D7 Standard Notes & Details Ce Ce a- m D8 Standard Notes & Details HOUSE ELEVATION ABBREVIATIONS W.W.F. WELDED WIRE FABRIC < Uj C) U.j DESIGN CRITERIA ABBREVIATION FULL NAME ELEVATION CODE MAN. MANOR 03 LU Uj WIL. WILLIAMSBURG 07 PROJECT NAME Ce 0- TWD STORY - FRAME SINGLE FAMILY RESIDENCE GROUP R3 PRO. PROVINCIAL 08 Ce (n CHA. CHATEAU 09 ATLANTIC BEACH W < BUILDING TYPE: V - B LU m Uj 0 0 P-4 VER. VERSAILLES 10 HERITAGE 01-4 3:: X: DESIGN BASED ON FLORIDA BUILDING CODE RISK CATEGORY: II LU M CLA. CLASSIC 18 U 5 5TF EDITION (2014) WIND DESIGN BASED ON ASCE 7-10 MED. MEDITERRANEAN 19 DUVAL COUNTY En Uj 0-4 TRA. TRADITIONAL 20 (L Un X: F.B, C. 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH COU. COUNTRY MANOR 21 LOT/BLOCK 16 E Lu, CL 0 F.B,C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH HER. HERITAGE 22 TBI NUMBER 16 C* M z CMN. CIMMARON 28 0 F.B,C. 5TH EDITION (2014) PLUMBING EXPOSURE - B MODEL r CFT. CRAFTSMAN 31 0 - F.B,C. 5TH EDITION (2014) ENERGY ENCLOSED BUILDING MSN. MISSION 30 Ce LU TERRANO Ln 0- SCL. SPANISH COLONIAL 32 '._j z CONSERVATION C LU 0 1-4 >.. INTERNAL PRESSURE COEF. +.18/-.18 BOR. BORDEAUX 33 W Z ELEVATION NAME 03 F.B.C. 5TH EDITION (2014) FUEL GAS BRO. BROUGHAM 39 Lij 0 U_ TY FOR WINDOWS & DOORS SEE FLOOR REN. RENAISSANCE 40 ALL z Uj 0 can- W 0 F.B,C. 5TH EDITION (2014) ACCESSIBILI PLAN FOR ACTUAL PRESSURES VIE. VIENNA 41 NATIONAL ELECTRIC CODE 2011 (NFPA 70) < Uj TUS. TUSCAN 44 Id IX--: j P THIS DRAWING AND DESIGN IS VALID 0 m Q CLS. CALAIS 46 N.F.P.A. 1012014 FOR 12 MONTHS AFTER THE DATE IT < LU CAR. CAROLINA 48 SHEET NUMBER AS(0*04E 7-10: MINIMUM DESIGN LOADS IS SIGNED AND SEALED OR WHILE .3 tun .j ce. co 0 Z Uj ITV. ITALIAN VILLA 58 FEMA RULES & REGULATIONS CURRENT CODE IS VALID SHN. SHINGLE 62 Qj Uj Co U.1 PBC. PALM BEACH 80 (D CRB. CARIBBEAN 81 _j z U_ _j 0 f2 U_ CST. COASTAL 82 ERIAL NUMBER 1010.1 0 - ----- TO'ME MW OF W MMLWGF,1,HE MiGN Dmam oN imm TERMITE SPE�IFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION DMWINGWMKII3WMlWMWCAWMINl"&=M WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS EXTERIOR OPENINGS IN WIND' BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE CODE IN Elffa AS OF DATE OF CMVICATION W.M. Ln T-4 m SECTION R318 PROTECTION AGAINST TERMTES AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE 40 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT e4 OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE OF: F4 PESTICIDES BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE 0 000000000 ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 0 00 OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL 00 cs- SECTION 202, REGISTERED TERMITICIDE). I IPON COMPLETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND PROTECTIVE TREATMENT, A CERTIFICATE 0: COMPLIANCE SHALL BE ISSUED TO THE BUILDING SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: ;2 GYPSUM WALLBOARD R "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. oo 00 0>-- _j 0 p TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL '000,0000 DEPARTMENT OF AGRICULTURE AND CONSU AER SERVICES.11 7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE , ED PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. OVAN AIA NOTE: I AR 96399 METHOD OF TREATMENT SHALL BE AF PROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. U- OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT 1. UPLIFT CONNECTORS SUCH AS HURRICANE CUPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY C) APPROVAL DATA MUST BE ON FILE W',TH THE BUILDING DEPARTMENT. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY 0 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. P-4 PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION �cn ce tn UJ OF THESE WALLS. 0 OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. NON-BEARING INTERIOR PARTITIONS Lu ce I— Lu 0 - 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX. 0- ce MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" STRUCTURAL NOTES: 00 ce 2-w ll� 00 0 CAST IN PLACE CONCRETE O/C WITH SINGLE TOP AND BOTTOM PLATE. 00 eq U- �t en FIELD REPAIR NOTES 5�11 - 0 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND :1 CIS 11 GLASS BLOCK Lu ce A SLUMP OF 5 1. MISSED "I" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/211 DIA. EPDXY ANCHORS WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS u-i < 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. Lu :1= ca RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. ju> 0 ASTM A-615 GRADE 60. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. --% 11 U 0 ci U-1 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE 8 1 M 00 in 0 AND CONTAIN AT LEAST ONE CROSS WIRE 'ITHIN THE 6". FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART BUILDING IDENTIFICATION %n 0 PER PLAN WHEN FIBERMESH IS USED ILO W Ft A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET", EPDXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE 1 0 ob 0 APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE _0� P 8 uj > 4. HOOKS SHALL BE PROVIDED AT DISCONT NUOUS ENDS OF ALL TOP BARS OF BEAMS. USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 411 TALL AND 1/211 THICK AND CONTRAST WITH 0-4 i US = MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 0 > 0 THEIR BACKGROUND. 0 > 5. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A If Rb. W 25" LAP SHALL BE PROVIDED. 3. FOR MORTAR JOINTS LESS THAN 1/4 , PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF $:L4 0 4 THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO U.1 5 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO !R :3= u 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON Z k" 3: 0 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM. MTSM 16 TWIST STRAP W/ (4) 1/4" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL ce uj M PLYWOOD PANELS. 5.1 U U) LESS THAN 860 LBS (USE (2 MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY 000 Lu 0 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND -14 C32 91. SEALED UNDER SLAB ON GRADE. BE SUBSTITUTED OR NO &E THAN 3 IN A ROW. IF GIRDER TRUSS CONNECTIONS ARE MISSED CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. 04 Lu ice CONTACT ARCHITECT OF RECORD FOR SUBSTITUTION. 0.0 3. =� 0-.4 9. FOR SLAB ON GRADE, PROVIDE 411 CONC. SLAB W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED C) OUTDOOR KITCHENS AT MID DEPTH ON 6 MIL. VAPOR BARRIER 04 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH Lu STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. PLO 0 jE < 2: MAY BE USED ILO WWM, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE c ce 0-4 FBCR 2010 R506.2.5). LIVE LOADS: ROOF 20 PSF (REDUCIBLE) C> cl 04 ci FBC RESIDENTIAL, SHALL BE-USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR cq U.J U- 10. WHEN THREE OR MORE BARS ARE REQ'D THE BARS SHALL BE HELD IN PLACE AND RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF GRILLS OR COOKTOPS. z BALCONIES/DECKS 40 PSF �1_ a 84 ALIGNMENT BY TRANSVERSE BARS OR "CHAI ks" SPACED NOT MORE THAN FOUR FEET APART. ice 40 PSF 0 STAIRS ANCHORAGE U- REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF METAL AND WIRE LATH: ui 0 0 _1 ALL REINFORCING STEEL SHALL BE NEW DEFDRMED BARS FREE FROM RUST, SCALE &OIL& ATTIC WITH STORAGE 20 PSF 1. ALL METAL LATH SHALL BE LAPPED I INCH MINIMUM. im- on ce SHALL MEET ASTM A-615 REINFORCING FOR :OOTING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF UJ 0 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL ce u CONCRETE PADS, TOP REINFORCING SHALL E POSITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS BE PLACED NOT MORE THAN 6 INCHES APART AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE ce STRINGERS. DOWELS FOR COLUMNS & FILL D CELLS SHALL BE SECURED IN PLACE BY USING 0 0 ADDITIONAL CROSS- REINFORCING TIED T FOOTING REINFORCING. SPLICES IN REINFORCING CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY z LU CONCRETE ce WHERE PERMITTED SHALL BE THE FOLLOWIN MINIMUM, UNLESS OTHERWISE INDICATED ON THE ui ce DRAWINGS: STRENGTH 3. METAL AND WIRE LATH SH J_L BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT ca @ 28 DAYS OF 4D GALVANIZED OR BLUE C6 WON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/4 INCH AND z FTGS, WALLS, COLUMNS, BEAMS, SLABS: 40 DIA. OR 25" MIN. BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE CHECKED BY V�o REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ce ch FILLED CELL& MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN. ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. U.J ce ALL REINFORCING BARS ASTM A615-60 60rOOO PSI 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN A. BARLEY Lu TEMPERATURE REINFORCING: 20 DIA. OR V-0" MIN. ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI Y8 INCH IN DIAMETER. SCALE >_ ce WELDED WIRE MESH: 811 LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF = ui ca < > MASONRY WALL CONST. FIBERS PER CUBIC YARD MIRRORS _10 --J CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE 'IS" 1800 PSI j -BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING of-- 1. HOLLOW LOAD MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED MIRRORS SHALL BE ANCHOREDIT STUDS WHEN IN EXCESS OF 9 S.F. 1_ 0 3= TO ASTM C90, WITH A MINIMUM NET COMPR:SSIVE STRENGTH OF 1900 PSI ffm = 1500 PSI). U- ui (n UNITS: DURING CONSTRUCTION 0 W (n 2. MORTAR SHALL BE TYPE IlSII, CONFORMIN TO ASTM C270. H.V.A.C. NOTES 0 ce If STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.0 SHOP AND FIELD SHEET DATE d 0 3. COARSE GROUT SHALL CONFORM TO AST C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8 THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: �ce W STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION AND A MINIMUM COMPRESSIVE STRENGTH X 28 DAYS OF 3000 PSI SLUMP 8" TO 11". 0 ce 4. VERTICAL REINFORCEMENT SHALL BE AS 140TED ON THE DRAWINGS WITH THE CELLS FILLED MOUNT ALL THERMOSTATS AT-+4'-O" ABOVE FLOOR. SHEET REVISION INFO 93d WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) 3- IL.) WITH COARSE GROUT. FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE L U �m- 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) CONTRACTOR.SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. 0 Uj WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB (n OF THE MASONRY CELL TYPICAL UNLESS OTF ERWISE NOTED. =) ELECTRICAL NOTES < 6. REINFORCING STEEL SHALL BE LAPPED A 4INIMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) U-i ai �:: co OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.OE U.N.O. THE DWGS. ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. j 2: 9 ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR _3 P-I Lu < 0 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. SET REVISION INFO m X: 0 LU OR CAVITY CAPS MAY BE USED TO PREVENT" HE FLOW GROUT INTO CELLS BELOW. THE USE OF TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL 3r. U) Lu (n FELT PAPER AS A STOP IS PROHIBITED. C) (n " Lu M < TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. ui u 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR a- ce CO ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 &20 AMP OUTLETS INSTALLED I if ce ui SHALL BE CONTINUOUS AND SHALL LAP A MI 4. 8 . TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. 0 > 0 WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO 3: Ln 0 I— Uj -r- WIND UPLIFT RESISTANCE: 10 PSF 10 PSF NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO m U � LL WOOD MEMBERS EXPOSED TO WEATF ER OR IN CONTACT WITH MASONRY, CONCRETE OR uu 1. A SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE SHEET DESCRIPTION 2: SOIL SHALL BE PRESSURE-TREATED. uj UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH GENERAL (D 0 2. ALL EXTERIOR WOOD STUD WALLS, BEAR, NG WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD m FRAMING MEMBERS, ( I.E. BLOCKING OR GAE LE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6 it c GRADE OR BETTER SHALL BE USED REGARDL:_SS OF SPECIES. NOTES I ce w 93- WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS. < Lu C) 3. ANY WOOD FRAME INTERIOR BEARING W LL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: u.j > U DEAD LOAD: 20 PSF STUD UP TO 1" DIA. SHALL HAVE STUD PROT CTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. PLUMBING LINES, ETC. SHALL BE REPAIRED V ITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. LIVE LOAD: 40 PSF u-i (D ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 (n P-4 TOTAL: 60 PSF UJ cn < Ce LU 4. MANY OF THE NEW PRESSURE TREATED OODS USE CHEMICALS THAT ARE CORROSIVE TO SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND PROJECT NAME C:) STEEL. IT IS THE CONTRACTOR'S RESPONSI- ILITY TO VERIFY THE TYPE OF WOOD TREATMENT ui VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. AND TO SELECT APPROPRIATE CONNECTORS HAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ce < L9 ;z CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL ALL Lu ACQ-Df CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. DOT SODIUM BORATE (SBX) DOES NOT. VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) uj IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, STRUCTURAL STEEL ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL uj 1�_ ALL (n ALL STRUCTURAL& MISCELLANEOUS STEELA36 36,000 PSI, U.N.O. TUBE STEEL: ASTM A500, Lu 2: ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. M 3= 0 GRADE B, Fy = 46.000 PSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT/BLOCK uz-I ce WELDS: E70XX ELECTRODES STRUCTURAL BOLTS: ASTM A325, BEARING TYPE CONNECTIONS C:) u- DOORS &WINDOWS STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BOLTS: ASTM A307 FOR SECONDARY PLUMBING NOTES TBINUMBER CONNECTIONS WHERE INDICATED, ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE E C) STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND MODEL 00 uj < FABRICATION. HEIGHT&5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL Ln < 1"% ;2 FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. 0 i-i (n ce uj ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE Ln !j ck- 2: * PROVIDE MININUM OF 3" DIAMETER SCHEDULE 40 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE. ALL ;4 Lu 0 R407.3. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. ,_4 2: uj DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ELEVATION NAME Lu < THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. L9 UJ U- LO Z C) PREFABRICATED WOOD TRUSSES T__l uj WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ALL C5 I on-) GENERAL NOTES C**j b 1. BRIDGING AND BRACING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. Ce Lu 3.- U, < U- MANUFACTURER UNLESS NOTED ON THE PLAI S. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND ko ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND .I RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. u 2. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE Lu WITH THE DESIGN LOADS. NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER co SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH Lu LU 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN lY8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. (n IF THE LAYOUTS CANNOT BE MATCHED, THERUSS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN IY8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. ;Z INSTALL SOFFITS PER FBCR R703.1.3 AND R616. DESIGNER, TOLL BROTHERS, FOR FURTHER INFORMATION. 7% uj ca uj WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE GN1 TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). _.j 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE _3 0 R U- FROM EACH END AND 1211 C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ < < U 0 TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF 10d NAILS AT 10 11 C/C. ERIAL NUMBER 1010.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICrED ON THIS DRAWING COMKIES WrrH THE APRICARE MIN"BLqLDING CODE IN EIRC AS OF DATE OF CERTIRCATION IIELOW. Oct. 2015 Ln L) OF Ft 0000000 CNI co ui 0 3" 00 000 00 ED OVAN G. 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Oct. 03,2015 Ln OF Ft v-4 0000000 0 CD co U) Cie 3= 399 o 3= 0 ce 641-611 J* 01300 0 0 401-511 16 OVAN G. )ND,MA u �_ AR 96399 ROOF BELOW 21-1011 10 171-1011 81-1011 H m U- ............................................................................................... ....................... ... ............. 11111.1.1.*.,.,.*.,.,.,.,.,N.,.*.,.,.*.,.*.*..................... ....... ........................... ......................................... ........... ... .......................... ... .... ............. ...................... .... ...................... .................. I . % % % 6.4 U) 1-011 1-011 ru 13 Fr8T-�6u --- 1 4 8 09-1 a :3= IN 1- 14 6 21-411 V-4 1 8- - .7. o V-4 Lu 0 oo 1 1-811 - - - - - - - - - - - -- - - - - 00 ce V3 2 ce 'EDROOM 3 Ln co B `4 BEDROOM 2 ._j BAT 0 -0" CLG. 1-011 9'-0" CLG. cid 9' 9 ce ROOF BELOW CLG. LLJ ...................... cq 0 uj Lu 6 LLJ 3: Co C-4 % u L j>u 00 LLJ A 0 0 0 z PROVIDE DRIP PAN t:; HALL LIP 3:: 0 JNDER WASHER 11-2" 10 co co Lu -0" CLG. > CA 1-011 1-811 1-1011 cn 5 4 0 Lu 2 V _j 13 0 > 0 ofld > Lu -3 1 Lu 0 6 -4n .. DBL. R&SH L OAK 01— Z is Lu CRICKET 01, SQ. DkO. COLUMN. SEE z 50 ..................... ELEVATI IS FOR D GAS LINE p R11-611ml STAI R4 -2" 91-311 Ln 10 0 TODRYER = OIL L_ CONT. ......... 0 ETAILS ::4 9z W Lu 6 U (n _5 % ....... u.j 0 W.I.C. 'o HANDRAIL Q ce 0- U) G LAUNDF — —— —— — — — - ce z 9'-0" CLG. -1 - i — - __ __ @ 36" ABV. .......... 9z 11 % Ln 0 91-%M&G. Lu C�l NOSING r__ ie,;i 1 2 - -- - = 11 13 CD 10 T-4 AC LOFT -311 1 2 i�4 Lu 71 00 9'-0" CLG. - co I 1 00 d* r. .... % 00 '�-42" HIGH HALF ce 10 xi = .:..._..._-- --------. ........................................................... C�, ............................M., ................... 7=1.1.7.1.7.1.......................................................................... JUMPE WALL WITH .......................................................... cn LLJ LJ_ _J 00 C*4 I _T ---------- WOOD CAP F- = < I j AHU 1 C� Go 3= 0 R&SH -1 V.1.11 10 1 ce (Typ.) 42" HIGH GUARD RA co ... ... CQVERED 0 — TWO STORY W/ U- 4% NTRY g- C) L z J9 0 uji 11-211 C) 11 FOYER (F) 2 1-411 CLG. PICKETS SPACED TO EJE(T A A -011 -1 DN. A 0 cn CD 9 201-41 .............. 6 HAL ?"--D". 1 IER 4211 HALF ui 0 — - — - — - 71�211 ce 1-711 31-711 '-0" CLG. 13 8 ce U WALL 101-2 3 f—9 It r**-. VA# I - 4 19 1-011 11 00 1 if DRAWN BY Al fill 21 6 00 (f) n - /' 1 31-811 317K a- rA k�r 10 S. PROFFITT Lu ce_ 81-011 F 1 10, V L3 W Lu A7.81 6 V y 7 --------- ca CHECKED BY 42" H. METAL SOFFIT A.F.F. ------ ................ ............. CD 0 RAILING W/ BEDROOM ':V42" TEMP WSS ENCLOSURE S. VANCLEAVE (TYP.) U.N.0 LINE N U) PICKETS SPACE SLOPE 1/8- 9'-0" CLG. c? 11� KS ON 48" HIGH WALL .7. ce (D ce .... c1*4 5 11-811 SCALE Lu TO REJECT A 4" 1 —PER FT. .... 4LAT SOFFI'T, SEE "MAS R ALONG CkBINET ONLY 22 X 34 SCALE AS NOTED SPHERE c:1 olo ELEVATIONS FOR DETAILS = uj I TEMP G SS ENCLO SURE co < > COVERED i�4 BATH d -1 - 11X17 = 1/2 NOTED SC _j 0 < 10 >�, 9'-0" CLG. BOTT ON 4" CURB. 42" HIGH FAI NG 2 Fq cn 17 BALCOW.- 2 I-On C co iL-4 9 LG. WITH BAL S RA U- Lu 20 BONUS ROOM A7.81 SHEET DATE Ln B MT 11-4 %0 1 -011 SPACED RI DE A 74 0 062 8 V_f - �7.11 1-1011 9'-0" CLG. Ln 09-01-15 d 0 13 21-411 4 8 4" SPHERE 6 cc En Lu &..4 b SHEET REVISION INFO 131-711 1-10 11-711 % EREV.#116962 S.P. 10-02-15 0 ce 6 — - — - —-— - Z Ln \—TEMP GUSS ENCLOSURE u Lu c:1 51-211 11-2111 ON TUB [ECK cn LU (f) V36': U) 0 (D .. ................... PM4 = w a ............................... ......... ......................... .... ................. ............................................................................i................. LLJ Ilk co U.J ;:;o _j 2: 9 BOX OUT B SET REVISION INFO =1 P-4 ui < 0 0 TO COLUM uj ROOF BELOW _j LU 0 U) 42" HALF Lu M ;5 �_ I-On I- 1 1-011 31-811 10 71-211 10 WALL 7 J- 2 101-411 .4 J* 7r J# J# a- ce I-on 10 +1 1-1011 Ce Lu -=v I-on 401-511 71-311 8 J. z > — k 0 3:: 8 U) 0 SHEET DESCRIPTION uj :c U U) Al 641-611 uj z SECOND FLOOR sr ui (n UJ 0 U E PLAN ui co w 0. z uj C> SECOND FLOOR PLAW. uj 0 .-1 = Ln _j < CARIBBEAN PROJECT NAME Lu SCALE: 1/4 V-011 ce uj 0- 0 (n ui 0 ATLANTIC BEACH < ui UJ HERITAGE ui �__ u DUVAL COUNTY uu U) UJ 6-4 a U- (A LOT/BLOCK 16 e-% uj 0 E uJ F- ce TBINUMBER 16 = U- 0 00 0 z MODEL p ON Z Lu Inn < 9-1 (n P-4 TERRANO 0 ---P. W Lo V-4 ;z 0 ELEVATION NAME C> Lu uj 0 IN 2: ULJ ui W z (n 6-4 U- CARIBBEAN ;.E L) 0 CD uj Lu ce 1-4 1 0 Lij U- 0 U) SHEET NUMBER Lu co 10 Lu w LU ADDITIONAL NOTES AND SCHEDULES CAN BE FOUND ON uj co ui m _j ET A3.N m _3 SHE ui _j u- Qe ERIAL NUMBER 1010.1 "4 Ll V30' oil, to Rj T 4n L,9 3 NO3 0 U- TO THE BEST OF MY KNOWLEDGE,THE DESIGN DMM ON THIS DRAWING ODMKIES WITH THE AMlCABLE MINIMUM WILDING CODE IN Elffa AS OF DATE OF CERWICATION BUM. Oct. 02 2015 Ln OF Lu 3= 0 AR 399 00 ED VAN OND,AIA AR 96399 m u- 0 m o Ce Lu 0 uj Ce ui 0 Al ELEVATION AREA CALCULATIONS: CRB. 00 1? 00 Ce m 00 0 Lu u- o 1ST FLR.A/C LIVING AREA: 1,531 s.f. o 4 Lu 2ND FLR.A/C LIVING AREA: 1,536 s.f. 0-4 F---4 '—, 0- 0 -C� 0 TOTAL A/C LIVING AREA: 3,067 s.f. i Lu LU 3= Co 0 j>u 0 COVERED BALCONY: 116 s.f. U COVERED ENTRY: 64 s.f. uj 00 3= COVERED LANAI: 317 s.f. Gel kn ob GARAGE: 653 s.f. q1t TOTAL: 4,217 s.f. to p ui (= > J Lu 0 > 0 Lu il''ll-iiAtl o Ni, 1111111111) C ui *4 0 rA LOCATION TYPE R-VALUE U.N.O. z Ce uJ -!4 CEILING @ LIVING AREA FIBERGLASS 38 UJ 22 CL ui Ce EXTERIOR WD. FRAME WALLS FIBERGLASS 19 -41� s:4 3:: =:) 0 0-4 jj- U) �-j >- WALLS TO LIVING AREA FIBERGLASS 11 Lu Ce 0 OOR TAG P64 UJ u- -J DOOR SCHEDULE "OOR CALL-OUT Ce P-4 I.- (:) ce- g u- TYPE SIZE REMARKS 93- o LLJ —i 0 Co u UJ 0 1 THERMA TRU INSULATED ENTRY Ce u Z 31-011 X 81-011 W/ (2) 1211 SIDELITES < Ce DOOR 0 0 TEMPERED DRAWN BY LU w Ce 2 DOOR 21-811 X 81-011 SOLID WOOD NOT LESS THAN S. PROFFITT W Ui 1-3/811 / OR 20 - MINUTE FIRE z Co CHECKED BY b-4 0 1 - RATED I SELF CLOSING U) < S. VANCLEAVE UJ 3 NOT USED LCUL SCALE >- �2 4 O.H. METAL GARAGE DOOR 161-011 X 81-011 NON INSULATED, RAISED PANEL 0 U.1 22 X 34 SCALE AS NOTED Co < > -i -j 5 HOLLOW CORE DOOR 11-611 X 61-811 0 -J 11X17 = 1/2 NOTED SCALE 1 0 in x: 6 HOLLOW CORE DOOR 21-011 X 61-811 ui u- 0 1.811 SHEET DATE 0 Ce 7 HOLLOW CORE DOOR (2) 21-611 X 6 �: d 09-01-15 be (A — UJ b 8 HOLLOW CORE DOOR 21-411 X 61-811 CI- SHEET REVISION INFO 0 ce. Ce 0 9 HOLLOW CORE DOOR (2) 21-611 X 81-011 15 a- 0 EREV.#116962 S.P. 10-02-- ui 10 HOLLOW CORE DOOR 21-611 X 61-811 ui (n 0 0 11 HOLLOW CORE DOOR 21-611 X 81-011 uJ Co Co UJ 12 HOLLOW CORE DOOR 21-811 X 81-011 j 03 < 13 HOLLOW CORE DOOR 21-811 X 61-811 SET REVISION INFO ui 0 ull j uJ 14 HOLLOW CORE BI-PASS DOOR 51-011 X 61-811 ui F— ce 15 GLASS BI-PASS SHOWER DOOR 51-011 X 61-011 TEMPERED (D Ce uJ 1-011 x 81.011 0 > 16 SLIDING GLASS DOOR 12 TEMPERED 3:: (n 0 UJ 17 GLASS SHOWER DOOR 21-011 X 61-4 11 TEMPERED u SHEET DESCRIPTION uJ M X: ui X 81- It (n Lu 0 18 HOLLOW CORE BI-PASS DOOR 5 0 0 FLOOR PLAN NOTES UJ 0 ui 19 HOLLOW CORE DOOR (2) 21-411 X 61-811 >- Ce 0 SCHEDULES AND Co w a- m TEMPERED/EXTERIOR < Lu 0 20 1 FRENCH DOOR 1 (2) 21-6"X 61-8" 1 DETAILS m uj 0 -1 (A -J UJ < INDOW TAG Ce uJ x: PROJECT NAME 0_ 0 (n �WINDOW CALL-OUTWINDOW SCHEDULE CRB ui . 0 Ce (A (n (11;; ATLANTIC BEACH ce ;z L9 = 0 E ui TYPE SIZE REMARKS a HERITAGE ui 0 ui A 3052 SINGLE HUNG 35 1/211 X 61 1/211 VINYL LOW-E EGRESS UJ DUVAL COUNTY 0 u- (n M 0 Lu C .3052 SINGLE HUNG (2) 35 1/211 X 611/211 VINYL LOW-E EGRESS 6-4 = 0 LOT/BLOCK 16 E uj P Ed En M D 2252 SINGLE HUNG (2) 25 1/2" X 611/2" VINYL LOW-E 0- o m u- TBI NUMBER 16 CD 0 Ln .. 93. 0 E FIXED GLASS 3211 X 1611 VINYL LOW-E Cr% MODEL Z uJ fn I-% Ln F FIXED GLASS 3611 X 6211 VINYL LOW-E 0 Zw Ce I W TERRANO Ln Cl. uJ '.-I X: G FIXED GLASS 1811 X 3611 VINYL LOW-E 6 uJ Lu CA 2: . ELEVATION NAME, ui u- Z < H 2242 SINGLE HUNG 25 1/2" X 49 1/2" VINYL LOW-E 10-4 Lu u- LIJ U C) CD ui ALL L- g con- 1 12230 SINGLE HUNG 25 1/211 X 35 1/211 VINYL LOW-E w Ce -0 W < ui 0 u- 1 2252 SINGLE HUNG 25 1/211 X 611/211 VINYL LOW-E 0 zw- 0 Z 1_4 0 0 -� K FIXED GLASS 4811 X 6411 VINYL LOW-E TEMPERED. SHEET NUMBER U) ui 3.0 Ce CO Lu u) 0 Z LLJ F— 3060 SINGLE HUNG 1(2) 35 1/211 X 711/2111 VINYL LOW-E EGRESS C'>e Co Lu A31 N b-4 = -j u (D uj --i m --i W P-4 -1 0 0 u- Ce SERIAL NUMBER 1010.1 I < u F- 0 M 1M WM OF W MOWLWG�,'ME DMO D&IaW M nO MWIPIG COMPIM WIN W MVCAM 011111"MUM NOTES: CM M fffWr AS OF DAR OF CIRIMCATIM BEM. Oct. 02 2015 Ln T-1 z OF F4 CD PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS vo uJ 6. 0 NOTED OTHERWISE. 0 AR 399 oo ce 5� ROOF PER - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH odeo 0 5.2.8 r2 ELEVATION. 0 CONTRACT 5.2.8 "CORAL-LIGHT" OR EQUAL PRE-FINISHED OVAN G. OND,AIA r3 AR 96399 ��2.8 6 - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. m u- 5.2.8 U.N.O. 0 TOP OF HEEL @ ENTRY TOWER PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM - — - - — - - — - TOP OF HEEL 0 — - - — - - FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. (n ce ..... ........ ;Z_�I= - 7 .......................................................................................... .................................................................................................................................................................... U) LLJ '4-JSECOND FLOOR PLATE HT. I-- ------ ------------- ..........................................-.................`--............... ............./.................. SECOND FLOOR PLATE HT. ... ............ . .................................. .............................. ......................................................................................... ... ................................................................................................................................................................................................I...........I....................................................................I.-.1......... ....... 0 1 1 V.r ........................... ..........................!!. %I ................ ............... ............................................ ...................... ............................................................ ............................. ...............- =�= -,--"""' *............... TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST ---------- a=.............= yj ce ..................... ..... 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T= INTO THE UNDERSIDE OF THE OPENING. ........................ ........................... ........ .......... in ui 1 -4 ............*............ 0- �� ............... ............... ......... ....................... ................................ .......... ............ .00 ................................. ................ ................................ .......................... ....I............................. = =�_ 1*11111"11"1"'*I'I"I"1"1'1"*II L.............. .......... ................ .......... ........................ ......................... .1 ) I * *................ .....L.............. .......................... p ui --j ---------- ................. ...I....................... .........I................. ........ ......... ................................ .............. ...... ............................... ....... ........................... .................................. ................................. ..............6 = '- 8 .................. x-18 RECESS ......... ........................... .............. =4 ---------- ........................... ................ .................................... 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THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE -------------------- 2ND FIN. FLR. > 7.7 . -CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN SUB TOP OF HEEL E HT. WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND >1 LLJ PLAT 7 0 > 0 AT STUDY p'� n n n a n n i PLATE HT. r4 APPROVED PRIOR TO INSTALLATION. E: 1:164 h n'* h n, t'i '-n .-n n n AT GARAGE ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH Lu 1.4 p 4 LIGHTS WITH TOLL BROTHERS P.M. A. Z Lu ce C�l % 5.2.8 Lu 0 94 cm cm C) ce A ADDITIONAL ELEVATION NOTES: Ind m 1.4 :4 -o� 5� w 9 7 3:: 11 %_; ZD . . a- b..4 C> I . I - = N 5.2.8 1 1 1�., : .; . .. . .. 5.2.8 PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL 0 U.J 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS 00.................... C) ............ ........................ ........................................................................... :............ ........................................ ..... ........... UJ U- _J 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN 0 Ll HL Ij -0 .......................... ............... ................................ .......................................... ......................................... .......... ....................... ............................... .......... .......... .......... ................. (D t-4 Ind 0 FINISHED FLOOR ADDITIONAL 1/2" DROP 1— 0 u o LLJ _j 0 CL Co 0� Ilk 0 ASPHALT SHINGLE ce u < ce 0 \--TRASH BIN n 0 DRAWN BY m x: LU ENCLOSURE ROOF SYSTEM < ce ce 5.2.8 S. PROFFITT Lu L3 z D-4 CHECKED BY cf�C:) C,e ch < FR NT ELEVATION S. VANCLEAVE ce 11 1-011 SCAL 1/4 1 CARIBBEAN Lu SCALE 2p- Lu < > 22 X 34 SCALE AS NOTED j 0 0 F- 11X17 = 1/2 NOTED SCALE ui (n U- 0 SHEET DATE � .-j 0 : u 09-01-15 UJ P---4 b SHEET REVISION INFO ce 9 C) ROOF PER 5.2.8 EREV.#116962 S.P. 10-02-15 L U r6 CONTRACT. 5.2.8 (Lun 0 LU cc, UJ ca TOP OF HEEL @ ENTRY TOWER — - - — - - TOP PF HEEL uj < 0 0 SECOND FLOOR PLATE HT. — - - — - - uj — - - — - - — - - — - - SET REVISION INFO uj 0 (A, _j UJI ... ............................................... ................. ..................... ..............................__............. UJI ceJ .......................... ........................................................ ................. CeLu .............. ............. .......... ............ ................... ...... 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FLOOR j & NOTES . .................. z 2w u.j TOP OF HEEL TOP OF HEEL .-J _3 LLJ uJ r4 PLATE HT. PLATE HT. PROJECT NAME (n c14 LLJ ce (n ce < ATLANTIC BEACH u.j m UJ 0 12 in HERITAGE Lu 3= 5.2.8 5.2.8 uJ C) (f) LLJ C) DUVAL COUNTY L 0 u- in C) C) T-4 00 -1 0 Z LOT/BLOCK 16 Lu C> M - .. . 11: .: .. . ... . . . Im 7 00 CL TBINUMBER 16 Ln 0 MODEL o ;Z LU 0'-0" FINISHED FLOOR,,,� cri < rn (n 0 M ce _0" FINISHED FLOOR —`7 . .. . I I . . W Ce LLJ L L Lo TERRANO -7 Lo F- 5- ELEVATION NAME T__4 Lu C) LLJ x P-4 03 u- Lu UJI 15 CARIBBEAN g 'an- 0 TRASH BIN AIC c If u J ENCLOSURE E14CLOSURE ��3.1 I- u 0-4 Z uj in �:: (n RIGHT,, E,LEVATION� SHEET NUMBER UJI ce co Oil UJI SCALE 1/4 1 CARIBBEAN ce uj co ui ADDITIONAL NOTES DETAILS AND SCHEDULES CAN BE = .J u _j Z _3 9) �2.1 0 4 _j 0 0 u- L FOUND ON SHEET A5.2.81 u �_ 0 CY. SERIAL NUMBER 1010.1 TO THE BEgr OF W WWMGE,THE DESIGN DEPICrED ON THIS DRAWING CONRIES WITH THE APKJCABLE MINIMLM WILDING ODDE IN EFFEU AS OF DATE OF CEUVICATION BEM. Oct. 02 2015 Ln T-4 z CD 0 Ft r-4 oof,)00000,co c) cc> Lu Z/x' ROOF PER 0 Q C't CONTRACT R9 ce co 0 0 ---- ---------- -------------------- —--------- ---- ------------------------- OVAN AR 96399 ND,AIA Z LL- 64 0 TOP OF HEEL Zo 2ND FLO R ............................................................................................................................ ....................................................................................................... .................................................................... ............................... (n ------ ce ............. .............................. Z (n PLATE HEIGHT ..................... .........................................I................................................. ................... ........... ........................................................................ 1 -A C:) b.-I .. ........................................... ...... .......... ..............I............ .....................I.......................................................... ..... .............. ...................................................................... X: :3= ....................................................................................................................... ... ... .....I............................................................... .......-.........................................................p.............I........................................... ........................I................................ .......................................................... 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FLOOR 114 ZF- — - - — - - — - - — - - m TOP OF HEEL 00 m uu tp 77 :7� 'IT oe %-" I US z ST FLOOR 0 > 0 > Lu 1-4 PLATE HT. 12 u J 0 r---, %kill- 5.2.8 114 3: in Z Lu UJ Cd UJ CD UJ 0 ;Z ce C) 00'' ac: z --- -----------------—--- ----------------------- --- ui .00 N 0 bo En �u- >- Z Lu All ceall 1-011 FINISHED FLOOR ROOF SLOPE PLAN 5: 12 UXON z rLo 0 (9 ice 1-11 Ij SCALE: 1/8 I= V-011 SHINGLE 0 ce LL_ >_ M o LLJ ._j 0 0- co ce 0 ce u z ce 0 a- REAR ELEVATION 0 0 En 11 1-011 DRAWN BY z 2: U.1 SCALE 1/4 1 CARIBBEAN < ce w_ PROVIDE RIDGE VENTS, TOLL BROTHERS P.M, TO S. PROFFITT Lj rL! Lu z ca z"',in VERIFY LOCATIONS CHECKED BY V�o z ce (n < S. VANCLEAVE UJ ce L'u ROOF VENT CALCULATION: SCALE ui 2,565 sq. ft. CEILING AREA (LIVING) 17.1 sq. ft. 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SLOPE PLAN 5.2.8 ........ .................................... .................................... ..................................... ........................:= .==................... z ........... .............................. ..................... ........... ui (D _j z ............................ .................................... .................................. .................................... ............. ........... ............ ................................. TOP OF HEEL mo-cof rh LuLn ........... ........................................ Ce 2ND FIN. FLR. LU PROJECT NAME (n 1k ui lit. 0 HEEL HEIGHT ce_ (in . . . . . PLATE HEIGHT I v ---rl- - -44- - A�l - - - ATLANTIC BEACH 7� ce. z Lu Z UJ 0 PLATE HEIGHT HERITAGE ui 3= LU f (n Lu 5.2.8 DUVAL COUNTY � j 0 u- (n Z F.-I Ui C> LOT/BLOCK 16 Lu ce Z z o 0 u- 00 TBINUMBER 16 0 ILn 00 C) CD C.> z 00 0- - V) MODEL 00 z z ui m co CC UJ TERRANO Ln z Lu C) w Z ... ... -0" FINISHED FLOOR uj U- Z < 0-0" FINISHED FLOOR 0' ELEVATION NAME j�k /- L) U- uj 0 C) uj CARIBBEAN W N. -0 Ce Lu 3.0 pil-4 0 < = U- t cf��_ u P 5 ASPHALT SHINGLE 0 Z z 0 -1 0 1-4 Z >_ 1_4 , 5.2.8 < SHEET NUMBER (n LU ce ca ROOF SYSTEM -T- kin Z :3= LEFT ELEVATIDN 11 1-011 SCALE 1/4 CARIBBEAN uj co uj ADDITIONAL NOTES DETAILS AND SCHEDULES CAN BE Z _j u 0 _j Z _3 bu- P__f MqU Lu ��2.1 Ll I RE0' VERI _3 0 U- FOUND ON SHEET A5.2.81 :< U 0 PERIALNUMBER 1010.1 L TO THE BESr Of MY KNOWLEDGE,THE DESIGN DVICIED ON THIS DMWING CONKIES WITH THE WLICMLE HIM"WILDING CODE IN Elffa AS OF DATE OF CMMCA'nON BELOW. 001 Oct. 2015 Ln U I I T-4 000<-'--" CD oo� I-- OF C-4 co G. LLJ % % ........... ................I.............I............................................................... .......................... .0.I C) ................................ .......................... ce ............. .................\ ..................L............... ...................... .................................. ..... ................. ................. ........................... 00 u I-- ED ................................. .................................. ................................ ................ r......... N ND,AIA 0 AR 96399 .................................. ................ A 10 ........................................... .............................. CONTRACT TRIM@ ....................... ........................... 2-PLY Y16 5.2.8 m u- lx4 HEAD ................. ............. .................................. SHEATHING 0 ....................... ........... .................................. ............................. ....................................... ===== I &CASING ............... lx6 RAISED ............... ..................... ............... r8 .....................4............ ........4........... ........ ............ ........... 2x6 W/2" ..................................I... ...............I........................ .........................*.7..'.. o STUCCO ................................I...... ........... .............. ...........- .................... .......... CRICKET ROUND VENT @ 2X RAFTER 5.2.8 r-1 0 0'1110� BANDING ce I ....... ............. 241, O.C. TAILS @ 24 WALL PER ;g En UJ .............................. cn lx4 T&G O.C. PLAN BETWEEN NO SIDE ui N & ZD 00 00 CN FOR STUCCO ...................... A B NDING RAFTERS 00 lm� I �" —HEEL n. 12 METAL DRIP .4 1 All ......................... .............................. ................ .................. ........................ FINISH 5.2.8 .............. ................ Cis 04 rl- 04 11-411 ui < 2x4 FASCIA O.H. ------------ ................................ 2x6RAFTER TAIL ...................................................................................... WALL PER -------- Lu uJ 3= ca @ 241, O.C. PLAN ................ .......................................................... Y4 SILL 0 > o 51" WALL, lt-4" LLJ SIDING PER ANG PE OVERH U ui lx4 RAISED R PLAN bo .................... .............. .............. lx6 bo STUCCO SILL 00 00 APRON ELEVATION 0 0 CD 0 Lu ce >-i ui 0 > 0 ............................................................ > Lu r% 0 �— M 4% 1111111111111 � -. I —'�EAVE DETAI Lu < o —'\�EAVE DETA r4 Lu 0 E 4 0 OUTLOOKER & BAND r3 IL r5"'�'�WINDOW DETAIL SCALE 111=1 1-011 SCALE 1/2 11=1 1-011 SCALE 1/211=1 1-011 SCALE 1/211=1 1-011 1��J.2.81 5.2.81 .2.81 A5.2.81 z 1pe u.J U (A -< 0* Lu 0 w ce a- u w ce sg 0 RONT ENTRY DETAIL if 0 C, �u- ;m UJ SCALE 1/2 1 = < X: I-- '\� .2.81 c 6 C> 0 Lu U- -J C> ce 0 U- C>L LU 0 -1 0 a- u loe uj 11-611 ce J* ce n- 1-011 0 Ln 3 DRAWN BY m 2: uJ < ce ce 4 L; Lu 231 S. PROFF11T co SIZE TO MATCH 41 m 9 m 0 OPENING 1.0 CHECKED BY 0 m SIZE TO MATCH #4 4 ce (A < k 31/2"TOP Lu ce OPENING S. VANCLEAVE ui 101, RAIL a- I------------------------ ---------------------------- 10-4 11-1-1-1----"----- -- 31 SCALE >- ce 2 In cn ui Ln 22 X 34 SCALE AS NOTED ED > ........... .... ............................ 6 . ................ 2 0 --JJ Lu .........---. Y4 STILES CN 11X17 1/2 NOTED SCALE < ..............................I - - I'll 4. — AND 0 ............................. ........ ................. ui (n 3= �mm.............* *.........................*" -........... ................. MULLIONS u- ............................. ........ ..................... 0 FRONT VIEW 0 ce tE ................................. -................................. (Typ.) % SHEET DATE .................................... ...................................... ................................ ................ ............. Ln 21-8111 11 4 31 09-01-15 ':e 4 00 co ..................I................... .................................. Lo ui ui I a- 0 g 3Y2 SIDE VIEW FRONT VIEW 0 ce ........................ .. .................................... BOTTOM r4 SHEET REVISION INFO C:) .................................. N -s� RAIL DIA. 1% EREV.#116962 S.P. 10-02-1-5 UJ >- 0 SIDE VIEW co u ROD Lu (n FRONT VIEW SIDE VIEW 5111 C:) If 2 31 2 uj >- co _4 -J ui < In -'\�SHUTTER 7 BRACKET & TRELLIS 0 r6 DETAIL DETAIL BRACKEI DETAIL SET REVISION INFO m 3= 0 uJ if 1-011 11 1-011 11 I-olf 3.0 Lu Ln SCALE 1/2 =1 SCALE 1/2 1 SCALE 1/2 1 LU 0 _j 2.J81 ui ce CL ce co Ce Lu 1-011 0 > 3 0 J* w 0 LU -v- u rAl SHEET DESCRIPTION uJ M 2: Lu v- Lu 0 = -A EXTERIOR 0 ui 0 gLu % ce % ELEVATION uJ ui > u DETAILS V) 1-4 _j Lu (A < (n ce uJ PROJECT NAME ui 0 Ni ce 3 r-4 ce < !2p ATLANTIC BEACH ui m M cn J# 0 SHAKE SIDING 01 HERITAGE LLJ 3= 2X4 TOP RAIL FLASHING uJ FLASHING 3= U) Lu 11 % 2nd FIN.FLR, 1 X 2 CAP % DUVAL COUNTY 0 u- U) % :% ui X: m 0 0 FIN.FLR. LOT/BLOCK 16 E LU Ce CL 0 u- 4.................. Ln 0 COLUMN .......... ------- TBI NUMBER 16 .................... FLOOR 1 X 2 CAP Ln 0 SYSTEM ............................................... 1 X 6 TRIM 1 X 6 TRIM MODEL b o ..................... M Lu en 1 X BLOCKING 1 X BLOCKING Lu 2 51 TERRANO U-) 5- 2 ........................................ ........... C> NEEDED fN > CAULK AS STUCCO FINISH ELEVATION NAME uj in ;m #4 2nd FIN.FLR. uj m < BALCONY FINISH FLR. LL- - 5111 z Lu 2 2X4 BOTTOM RAIL W/ 0 Ill- SHINGLE (1) 9 can- c3e 0 SLOPED TOP -0 ce Lu 0 LL. 0 Q >� m r9'�"�BRACK T DETAIL 10 1RAVILING ETAIL WAINSCOT DETAIL r12'�PROFILE DETAIL 0-4 Ln LU SHEET NUMBER (n 3:: ce co ui 0 m Lu A5.2.81 A5.2.81 A5.2.81 A5.2.81 w 3: Ln 3: Q co w U-i -i 'gai ;44 77d L=J L4 -1 0 u- u 0 1 cl!� SERIAL NUMBER 1010.1 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WrM THE AWCAR2 MR~BMING CODE IN Elffa AS OF DATE OF CERTIWTION IIELOW. Oct. 2015 Ln U z OF F t-4 G. Lu :3= C) 0 0 ce- A 399 0 co INSULATION AS SHEATHING 0000 _j 00 0 0 _j REQUIRED 00 WATER-RESISTIVE OVAN ND,AIA BARRIER (2 LAYERS REQUIRED) AR 96399 STUD z U- JOINT FLASHING C) AS REQUIRED 4.�1 COLUMN o 5.3.6 UJ NAIL PER SHINGLE SIDING 0 MANUFACTURER 3J.6 .............. ................................... ...................-.............................. 2X4 TOP RAIL W ce r-- U.1 SPECIFICATIONS ............................................................ a- ce ce z 00 00 C4 co 42" HIGH RAILING W/ ........................................ tr U- _j LAP SIDING 1.4 ............................ PICKETS SPACED TO W ......................................... REJECT A 4" DIA. SPHERE m CONCRETE ............I...........11............... A� TOP RA _oj u i I L u.j 3= co FOUNDATION ........................................ ko 0 > o ......................................... LLI 1,�!J.3.6 cyl U Lu .......................... 00, 00 0 SIDING z ........................................ to 3:: o .................. ui 2nd FIN. FLR. 0 > 0 ce U) > BALCONY FINISH FLR. a Lu STARTER a j uoj E i STRIP C) 1.4 53 0 a 2X4 BOTTOM RAIL W/ Z Lu i=� ce uj SLOPED TOP U (A 0.0 w 0 FLASHING DETAIL 5.3.6 ce Lu ('1—4.'2s� BOTTOM RAIL g 0 >- ��.J3.6 Z Lu < 2: W 1-4 600 UJ U- _j LAP SIDING //' 14 RAILING DETAIL cq P m ;;� SC LE 1/2 1 Oil SCALE 1/211=1 1-011 = C) A5.3.81 (D 0-4 ce_ 1— 0 9 u- C>L W 0 _j 0 a- ca U ce Lu 0 ce U Z ce 0 DRAWN BY Lwu_ ce S. PROFF Lu co CHECKED BY �2 S. VANCLEAVE ce uj ce r15.2 Lu 1�!J3.1 1 �A5.2.8� SCALE >- Z ui 5j" L 22 X 34 SCALE AS NOTED ca < > .-1 0 —J j .-J j 411,1 411"j lIX17 1/2 NOTED S 0 -row a ac 0 3: Lu U- in SHINGLE SHINGLE 0 0 9 SHEET DATE _j SIDING SIDING / 09-01-15 u IN4"TRIM V'x4"TRIM UJ 2 x4 2 x4 0 ce 1/2"SHEATHING 1/2" SHEATHING SHEET REVISION INFO C) Ln L-4*x4"WOOD -1 -1 4"x4"WOOD Ll REV4116962 S.P. 10-02-15 u i >co- U Lo POST 411,J,4"POST--------' POST 41IX4"POST-------' ULU) C) 0 CAPABOVE. CAP ABOVE. 20! Z < 31-611 uj z 110-11 INT. EXT. INT. EXT. co UJ 31-611 co _j 2 x4 2*x4" 0 _j = -b Lu Lu SET REVISION INFO UJ 0 (n, _j uj Lu 3= r rA :32 41-5" 2 F- ce :3 1 a. ce .2 41-511 21 1-011 ce ui 1 5 1-011 + > 0 0 5 Lu = z SHEET DESCRIPTION X: Lu cn uj 0 UJ 0 15.1 SERVICE COURT DETAIL 15.2 ERVICE COURT DETAIL PLAN VIEW SERVICE COURT DETAIL 16.2 SERV CE COURT DETAIL EXTERIOR 111 1-011 If 1-011 11=11-011 1-011 Lu PLAN VIEW SCALE 1/2 1 S'ZALE 1/2 1 SCALE 1/2 SCALE 1/2 =1 ce 1�!.J3.81 A5.3.81 A5.3.81 3.J81 ELEVATION 0 uj 0 A ui > u DETAILS �_ En < Z Z = 0 1 Lu _j z j( (n _j < LLI ce uj rl 6]1� a- 0 PROJECT NAME Lu . 0 A5.3.81 ce U) IbA 16.1 LAP SIDING LAP SIDING ATLANTIC BEACH ce < 0 m 15.1 LAP SIDING 15.1 LAP SIDING 0 Lu ui A5.3.81 4" TRIM 411x4il 4" TRIM 0 \A5.2.81 HERITAGE ui 4" TRIM 411x,411 4" TRIM POST uj POST__%*�� -------- ui DUVAL COUNTY z U.1 1-4 = 0 _;"z ................................ ......... ...................... ... ...................................... ................................................................................................................................................... LOT/BLOCK 16 uj I.- - E z ce i-4 CL o m u- ............................. .......... ............................. ................................................... C=) C) 0 V) -1 *,*** _.,,,*............. 0( .......................................I................ ...................-................................ ............... TBI NUMBER 16 CD cn j;n ds- 0 ................................ ..................... 4 . ............... ...................................... ........................ ...................................................................................... ..................................................... C=) .............................. ...................................I............... ..... ........ .......... ............................................................... ........... ............ .......... z CD 015 p CD c> C) MODEL 0 .............................. ........................................................... .......................... ................................................. .........................................L................................ ........... ......................................... ............................................................... IN z ui T-1 .................... ...... ....................... ........... ....................... cn ..................................................................... ......................................... ................................. cn < r"', -1 qq- ocn .................................................................... ............................................................... ................................................................................................................................................. ce uj TERRANO Ln cL 2: ,-.j z 0 P.-I >. A .% 1 `6, C> 4llx4lL--/ c:11 C> ui uj OZ -1 -1 \-4" TRIM 2: I._i Z C) \,--4llx4lL-/ T__q POST ELEVATION NAME ui U- \-4" TRIM (D Lu U- uj T-4 i POST CD Lu � 0 1 11 411 TRIM7 SHINGLE w ai ce -0 ce TRIM7 < 1-4 0 U- 4_j U��_ u P Z :3= 0 z t7, Lu < SHEET NUMBER -a ui co 0 z uj _"_�SERVICE COURT DETAIL SERVICE COURT DETAIL C= If= oil ui co ui SCAL 1/2 1' = -ju A5.3.8i A5.3.81 _j z _3 U! _j 0 0 LL- U F- 0 SERIAL NUMBER 1010.1 TO THE BEST OF W KNOWLEDG4 THE DESIGN DMTED ON THIS DRAWING CDMRM WITH THE AMICAM NINIMUN BUILDING CODE IN Offa AS OF DATE OF CEIMFICA71ON BELOW. Oct. R&20,15, r Ln U OF Ft T-4 � STAIR RAILING AND ooc000w^--jk C� 1-4 'd 000 r4 GUARD RAILING NOTE 0,1 0 0 :Llu= STAIR RAILING AND STAIR GUARD RAILING 0 3" 0 SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED >cz i PRE-ENGINEERED TRUSSES AT ANY POINT ALONG THE RAIL IN ANY 0 N ND,MA RADIANT BARRIER DESIGNED BY TRUSS MANUFACTURER AR 96399 DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER m u- C) LINEAR FOOT APPLIED ALONG THE RAIL IN ANY o DIRECTION. INTERMEDIATE RAILS AND POSTS 11-4 (IN-FILL) SHALL WITHSTAND A HORIZONTAL ................................ 0 ........... D OF 200 POUNDS APPLIED AGAIN T Lu ................................ .............................................. ce u, o ONE SQUARE FOOT AREA, NOT CONCURRENTLY 0001 ............................. 00 ............... ............ co .................. ............. WITH OTHER LOADS. ce ------- ............................................. ....................................... ............... 0 _j ............ SEE SHEET A3.N FOR cu 6 rx! ............................... 0 u- ............ Lu ice 0 FII 0 F1 I INSULATION SCHEDULE 0................ ............... 01 ui < RAILING 0 LU 3= ........... > o 0000 i: ! - 1 z t: z U ................ ....... .......... .. ........ ui ........................ ............................................................................. =5 uj ....................... ......................... 5/8 .................... 18 RISERS 7 5/8" Al ........... .................................. ............. ..................................... ........................ .... .................................. ............................................. ....... iz- ...................................... ..................... ................. .......................... 16 TREADS .. ....................................... .......... ........................................................................................................ HALL E............................ ...................... ....................................................... 0 3:: 0 t MASTER BEDROOM .......... LOFT 1 LANDINGS ............................................ .................. ... ................................ ui ......... -SSES— i ui .............. ............................ 0 > 0 DESIGNED BY TRUSS AANUFACTURER ACTUAL STAIR 201 0 V 0.4 ................ .............. RISERS TO BE ................................ o VERIFIED BY 3: ......................................... .......... z CONTRACTOR ui ug r7n is :f ce z i ; U ............. ................ ... ............... IN THE FIELD. UJ ce i 0 ce tl ND FINISHED FLOOR Lu IkSECO 0 C) is Ln .................... .......... >=- LML J C4 ce 00 000' 0 Uj LL- -J 36" HIGH CONTINUOUS-- , P z WOOD HAND RAILING :. .......... ........... = 0 BREAKFAST COVERED -j ............ ............ 0 TWO STORY DINING OOM GREAT ROOM - 0 .......... ............11 1 j .......... C>t-. Lu ING NOSING 0 LAND Ti,-�-- T'�DP Li Vii ................................................................... UJ C) 10 DRAWN BY ".5 ...... '4-- FINISHED FLOW 0 CL FOYER BEYOND BEYOND LANAI U ce ca CABINERY & .!........ 77, ce APPLIA�CES ARE FOR 0 .................. . ............ ........................................................................ ............. TREAD ............ Q 0 REFEREI CE ONLY. S. PROFFITT z uj 0. -4-3 :i:- do Ln ut RISER---` ce t! if uu .......... CHECKED BY ........................ ........... Lj 0 S. VANCLEAVE B DING SECTION FINISH FLOOR E........... ce if 1-011 UJ Ce LE 1/4 1 CARIBBEAN "CARR A t SCALE uj PT, I G E -�-THRUST BLOCK M . A7.81 ----------- . ..... >- ce- 22 X 34 SCALE AS NOTED 0 uu ce NAILER ca > 11X17 = 1/2 NOTED SCALE 0 --j F- . ..... u- STAIR SECTION SHEET DATE 0 SCALE 1/4 11=11-011 CARIBBEAN 0 J-81 09-01-15 u SHEET REVISION INFO 0- CONTINUOUS METAL PAN FLASHING - ce /r-CEILIN(3 FINISH LIREV.#116962 S.P. 10-02-15 OVER SUBSTRATE AT THRESHOLD. :CP� 0 "y" L U c>a- APPLY DURADECK WATERPROOFING x Y MEMBRANE SYSTEM PER MANUF. TOP OF PLATE 1wu (n SPECIFICATIONS d=b.......................................................................................... .............. 0 0 —EXTERIOR WALL ................................................ 0-1 DOOR PER PLAN uj ............................................................................................. PER PLAN ............................... Co LJLJ /Z .......... J METAL THRESHOLD FULLY < ......................... BEAM PER .................................................. M SET REVISION INFO uj ;;c b La STRUCTURAL .................... SEALED TO FLASHING PAN t-N uj .................................. PER MANUF. ................................... Al C> (A _j LU uj ; RECOMMENDATIONS .................... M ce .............................. HALF WALL a- ce ce ED ................................. 8d NAILS AT 61, O.C. ..........I............. ...... Z 0 > BALCONY 6-4 0 U) 0 ............I................. �- LU -w- k _,,—FLASH UP WALL, 12" SHEET DESCRIPTION z u US ................. MIN., CONTINUOUS uj = C�o 2: ui (A -1 1.......................... BUILDING SECTION U) uj n = ch (D 1" 0 EXT GRADE STRUCTURAL % ................................................................................................ ............ ............................................................................... ......... ............................. bACK SHEATHING AND STAIR >- ce T 00 ....................................................................................................................................................................................................... .. ........................ ....................... ................ SECTION co ce a- DURADECK, WATERPROOF U.1 CONTINUOUS METAL PAN ............................................................................................ ...................................................................................... .................... .............. .....I.................................... ....... 0 FL DECK MEMBRANE -j UJFLASHING ALONG OPENING .................................................................................................................I.......................................................... .................I ....................0/ Lu Lu #12407.1 m - uj W/ NO SEAMS OR SPLICES ............................................................................................................................L.......................... .................... ............................................L.......... uj (D u- (n *..4 _j < 3" LAP MIN. OOR FLASHING DETAIL ................................................................................................................................... ......................... .................................................. ..... D 42" HIGH RAILING ;o o PROJECT NAME u.j En zo I / u- ce uj ........................................... .............I................................................................ ... ..................................... ......................................... ... o u- A/ C) U.] ............................. ............................... ............................................................................................................ ................ -COLLAR FLASHING AT POST. ATLANTIC BEACH ce (n .......................I.................. ..... Lu SEAL AT TOP OF FLASHING LuLu ................................... ...... ....... ........... .................................................................................................... ........... ..... HERITAGE 0 n 110 ................................................................................................................................. ................... ....... .... u- .... .................. . ...... 1x FASCIA TRIM Lu u uj SLOPE 1:48 MIN DUVAL COUNTY . ................................................................... ............................. ............................. ........................ 3= ce ui 0 u- (n FLOOR TRLI�SES 0 0 U.1 2: a LOT/BLOCK 16 1-4 :3= 0 FRAMING RLAN U- E LU ce Bo 0 M u- TBINUMBER 16 0 0 da. (n 0 2X CONT. WOO D E 14 MODEL b z AT BALCONY, o w STRUCTURAL PLAN 5.3.8 D A m < I-% (A TERrN^NO o 2, �2 I V) ce uj .. ..... Ln m % W in ELEVATION NAME C> W r4 LLJ LL. Z < ALL FASTENER PENETRATIONS TO BE EILING FINISH PER SPEC., U.N.O. LLJ tn 1.� u- ....... CARIBBEAN SEALED AND CAPPED .. , o C) U.J 0 Q SYP. 2X JOISTS SEE STRUCTURAL W ce PED TO ALLOW FOR SLOPE PLAN. RIP Lu u I ANGER AT EACH RAFTER PER ........... 0 N-.4 Z STRUCTURAL PLAN SHEET NUMBER LU co Lu 0 z LU t; ENTRY SECTION BALCONY DETAIL If 1-011 (n 1-011 SCALE 1/4 1 CARIBBEAN n 6 2 2: 1 ' CARIBBEAN uj co .81 SCALE 1/4 1 .81 (D _j P-4 LUA --u Lw Lu -j Z -j u- SERIAL NUMBER 1010.1 -j 0 R LL- < 0 'M r*W-Tr OF W WW"A,Pf DMIGN MR=ON'MIS MWING COMKIM WIM Pf&WCMU MINIMM EWING DIFFUSER LEGEND ODDE IN Effa AS OF DAIE OF COMFICATIDN WELOW. oct.4 �2015 Lo C) 1� cc ce. SUPPLY RETURN EXHAUST FAN co CIO Lu ra- Q) A 6399 co 00 0 —j 0 0 FOR REFERENCE ONLY VAN G. OND,AIA AR 96399 ...................................................... .......................................................................... ............... x............. M UL (A L......................................................J i m (n Lu ..................................................................................... .............................................. ............................................................ V. 0 HB Lu ce ............................................... Lu 0 .................................................................................................................................................................... ............................................................................................................................................................................................................... .11................................................. ................................................................................................................................. ................................................. ........................................................................................................... ................................... . ......................... ..................................................................................................................................................................................................................................... ............................................................... ........................................ ....................... .............. ..................................... ...............................................................................................................................................- .............. .............. .......... ........... .................................................... .............................................-................. ........................................................... .................................... ........................... ................................ cn o' ch . .... ..................... ...................... ..................................................... ........................... ........... co 00 00 00 L.j ------ ------ ------ 'T cid Lm .......... z uj LU = Co 2IJ C) BEDROOM 4 uj 0 0 C4 Lu ce 12" > J US I............. .................. ......................................... ................................ Eu> E THREE CAR ;> Lu < ....................... ............................................... .............................. GARAGE z W uJ ......................................................................................................................... ........................ Im 0 ........ ........ ....... ............................................................ ................................................... ........................................ ......... ce a- En ce m Lu ............... Ln �-j Lu .......... ............................................. ce STUDY C> C4 .............. Uj LL. -J .................................... H .... ......... .......... ......... .... .................................................... ce GREAT IITORAGE : ........... ROOM ui 0 co .................. ................................................................................................................................................................................................................. ------------- --------------------- u ce ........................... ....................... .......................................... . ........ ................................... ; : f................................................... ...................................................................... ........................... ....................................................... ........................................................................ UJ ................ .............. COVERED ..... .......... ......... .................... ............................ ce 0 ...... ....... ....... .......................................................... LANAI 0 0 (n 14/ ................. ........ ............... ......... ......... -------- ..........*.................. DRAWN BY .................................. ce ce d 1--4 uJ S. PROFFITr u- co TWO M CHECKED BY STORY C S. VANCLEAVE ce ch UJ FOYER OVERED uu ENTRY SCALE >- ce .............................................................. M ui ------- . ........... ............................................. .......... co < > 22 X 34 SCALE AS NOTED —1 0 -JJ -------------- ....................................................... ............... ................. ............... --J 11X17 1/2 NOTED SCALE ui (n r5ell u- (5 .............. .................................................................. 0 ce SHEET DATE .................................... ....................................... .......... d 0 -01-15 UJ b ce SHEET REVISION INFO .................. ............. till i EREV.#116962 S.P. 10-02-15 Lu U GOURMET DINING KITCHEN ROOM En (n 0 0 BREAKFAST Lu AREA Co Lu Lu uJ ...... ......... SET REVISION INFO ul (n ............ .................... ........................................................................................ .............................................................................................................................................................................................................................................................. .......... _j uJ .......... .............. ....................... ....................................................... ........................................................................................................................................ ................................. 0 ........................................................................... ........................... .................................. ................... ..................................................................................... ............................................................................................................................................................................................................ ....................... .........................................................................................................................................-.................................................................................................. .............................................................- ................................... UJ Q. co HB w ui = C) > 0 uJ -T- z u — LU M Ln SHEET DESCRIPTION 2: ui (n U) ui UJ 0 FIRST FLOOR ui ce a FIRST FLOOR DIFFUSER� LAYOUT DIFFUSER ce a- m SCALE: 1/4 l'-011 CARIBBEAN < uJ 0 ul -.> u (n LAYOUT AND NOTES uj (D -i U) _j uj < cn ae uJ = Z 0. 0 (n PROJECT NAME ui %I^ ce (n (n ATLANTIC BEACH 0 ui 0 HERITAGE ui uJ (n U.] DUVAL COUNTY 0 u- In 0 ui uJ ce LOT/BLOCK 16 E (n m 0- m o p Z 0 (n TBI NUMBER 16 (n 0 MODEL (n ce uj Lo T E R Rx AN 0 c:) ui ui u- M < ELEVATION NAME 0 UJ u- uj C3 m ui CARIBBEAN w can- ui -0 ce ui 0 uj m (n 3.- cn co SHEET NUMBER ,-o ui w = uJ o Ln < 6 J= oil 2; ui co ui b to ml 81 -J C:) fR LL- 0 SERIAL NUMBER 1010.1 M THE BEST OF W MWUDGE,THE MSIM MR=IN TMS MWM MMKM WM THE AM�M"MMM DIFFUSER LEGEND CM W ElfWr AS(W DAM CW CERTYnnION BEM., Oct. 02 2015 Lo OF Ft CD SUPPLY rqzzl RETURN EXHAUST FAN Co,0 op G 0 ice 0 C:) 63" Ce Co 00 u I-- FOR REFERENCE ONLY OVAN G. OND,AIA AR 96399 zp_ u- C) m o LLJ C) 1-4 :1= ------- ---- .................... ................................ .............: ............ ............................ .............................. ......................... ............... ......................... uj Joe .............. ..................................................... ............................................................................... ............ ............................... ..................................................................................................... Im a- 00 00 00 Ce CIS f2 ED 14 ui CL :-r. C) BEDROOM 3 0-1 ui C) BATH 3 uJ op E;u* ----------- ........................................ ................. 0 0 00 ............ N C14 ................................... 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Z Lu Al 22 X 34 SCALE AS NOTED .......... > BALCONY L ..............- C) 11X17 1/2 NOTED SCALE I OR ui u- y SHEET DATE 0 Ce N ASTER 09-01-15 </ BATH BONUS RM. MASTER SHEET REVISION INFO ................... ................ ------------- BEDROOM .................................. /1\REV.#116962 S.P. 10-02-1-5 0 z CL L U Lu Lu C Co Lu SET REVISION INFO Lu ............... ................ ...................................... ............................................................................................................... Lu -----------------.......................................................................................... .............................................................................................................. ............ ................................... .................................. ................. ........................... 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WP GFI 0 y:j \1 i uj < AT LU Co 0 SINGLE FLOOD - SOFFIT MOUNTED 22" X54" ATTIC ajo COVERED ACCESS W/ LIGHT DOUBLE FLOOD SOFFIT MOUNTED BEDROOM 4j UJ LANAI 00 0 0 0 & SWITCH 00 z = m HANGING PENDANT CEILING HUNG z 0 3:: 0 ui INCANDESCENT FIXTURE - CEILING MOUNTED k-------- ........ Ce Z!, >1 Lu Z THREE CAR .................A.� ........... o i>u o o ............ INCANDESCENT FIXTURE - WALL MOUNTED G ARAGE i>u o H GDO RECESSED HIGH HAT .......... D- 1 . ........................................................ ............... ........... ........ .................. U3 < o 2 FT UNDER CABINET FLUOR. FIXTURE <\ ---- -------------........................... ............................... ........................... ............... ........................................ ................. z .......... Z SD/CO uu OPT. 3 FT UNDER CABINET FLUOR. 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M Lu UNDER COUNTER FOR DISP.---\ 22 X 34 SCALE AS NOTED ....................................................... .................. .................................. $ 4 WAY SWITCH 4 SWITCH FOR DISP GFII .................... ................................... ................................................................................. .................................................... .-J 0 DIMMER SWITCH 11X17 1/2 NOTED SCALE UNDER COUNTER FOR LIGH� 0 ................ :PANTRY, ............. ......................................................................................................................................... i 69 ............. PUSHBuTTON Lu SHEET DATE .......... GFI ................................ DISCONNECT SWITCH ............... ... r 09-01-15 u- GFI GFI .................. . ................... ............ 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Oct. 02 015 C) SINGLE RECEPTACLE OF F4 W 0000000 co DUPLEX RECEPTACLE 011 _j CO 0 0 a>-- __j 240V RECEPTACLE SWITCHED RECEPTACLE R 3" QUADRAPLEX RECEPTACLE 0 0 . M SINGLE FLOOR RECEPTACLE .31, �ED Aw,`�` C:) 9N DUPLEX FLOOR RECEPTACLE 0 N G. ' I ND,AIA Z I AR 96399 Z 5 61 SWITCHED FLOOR RECEPTACLE z (A C) Lu 99 QUADRAPLEX FLOOR RECEPTACLE ui m: GFI GROUND FAULT INTERRUPTER ce ------------------------------ Lu ........ ............................... ce ............. ----- ------ .............................................. WP WEATHERPROOF GROUND -------------- co 7 77 ................................. ........................... ........ .................... .............. ........... ................... ............... ............ ........... ......... ............................... ui _j ........... ...................... _j .............. EP ELECTRIC PANEL u0_ OPT. 0 PT. VP VAPOR PROOF ON RECESS INCAND. (EYEBALL) FIXTURE ui 1 VP rN k-A BAT 3 00 0 z _j ui < H .......... 00 ui CO BEDROOM 3 00 SINGLE FLOOD - WALL MOUNTED F iu> 0 A-i\ CIS ui a 0 ....... '�;lr DOUBLE FLOOD - WALL MOUNTED z ............................... z SINGLE FLOOD - SOFFIT MOUNTED 0 ui . ..... DOUBLE FLOOD - SOFFIT MOUNTED ce U) ............ >1 fu Z 00 0 0 > 0 Lu ................. BEDROOM 2 HANGING PENDANT - CEILING HUNG ob 0 .. ...................................... .................... ................ ............................. Z INCANDESCENT FIXTURE CEILING MOUNTED to ui 0 IS INCANDESCENT FIXTURE - WALL MOUNTED IIJ i UJ ce ui OPT. SD/CO z RECESSED HIGH HAT 0................................... .................... OPT. Lu p .......... ..................................... .............................................................. ------------------- ce .................................................................. 2 FT UNDER CABINET FLUOR. 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U- < 0 JL vq� V P 0 _n ------------- �ERIAL NUMBER 1010.1 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICrED ON THIS DRAWING CDNKIES WITH 7HE AMICABLE KNIMUM BUILDING CODE IN 8fECr AS OF DATE OF CBMFICATIDN BELOW. Ln ao F4 r4 Ln ce TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 0 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE ce BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER 10-I HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER 63 ce ca RESISTIVE BARRIER & 1 0 a>- -i INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & c9 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE 0 cc> 0 HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY 01VA AIA SECURE WE ISTIVE ';qC 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE i HER RES WEATHER BARRIER AB VE HEADER TO RESISTIVE EXTERIOR I. PROVI BARRIER ALLOW FOR LASHING SHEATHING DE A UOUS M UL INSTALLATH N BARRIER LIQUID APPLI HING PI 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD WEATHER TAPE 6 SILL PAN TO THE INTER E OF O :z THE MASON NG 00 FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RESISTIVE 2. INSTALL HEAD FLASHING UNDER PI 2 (SILL, JAMB HEAD) f.In BARRIER WEATHER ZESISTIVE BARRIER (ASSEMBLED 4 Lu . ..... 2. SEAL AL OF A -n -n U.i ce ...... 3. FOLD WEAT IER RESISTIVE WINDOW ) MASONRY Laul SILL PAN BARRIER B)�CK OVER HEAD 2 ce 00 CONTINU SEALANT. W-1 ca ;;0_1 00 FLASHING AD SEAL WITH TAPE ce. ob C4 2 G) cz FLASHING 4 T- ui cL DO NOT FLASH OVER BOTTOM u-i 0 LU 3= ca CORNER L-1 FLASHING I NAILING FLANGE aj C) U 4 PATCH Lu m 00 0 0 0 z .......... 00 .......... NOTES: C3 3:: 0 1. FLASHINGTO BE FLEXIBLE SELF-ADHESIVE TYPE Lu (MIN. 6 VIDE). CONFORMING TO AAMA 771-07 > .-j Lu 7g- FLASHING im> ....... 4 C) i>u 0 ........ 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF (n WINDOW SILL PLATE. ui c) Z NOTES: Lu 3. INSTALL LASHING IN ORDER AS SHOWN BY NUMBERS. -ADHESIVE TYPE (MIN. 611 WIDE) ice uj Z . .......... 1. FLASHING TO BE FLEXIBLE SELF CONFORMING TO AAMA 711-07 4. INSTALL :LASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED UJ 0 ........... ce a- En .......... BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 ce z ui ........... 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 0 2-u >- = LLJ 3. MECHANICALLY FASTEN AS NECESSARY 3= < PRE-CAST SILL ce Ty OOR FLASHING DETAIL NOTE: CLEAN OFF PICAL SLIDING GLASS D TYPICAL WINDOW FLASHING DETAIL (D ce (EXT-2) ANY DEBRIS �2 0 �P3 N.T.S. (EXT-1) N.T.S. BEF RE APPLYIN ,>- u- OPTION -A CO RAKE JOINT AT WINDOW VA ANY SEALANTS. 5 LU _1 0 m ca u ce R PERIMETER CAULKING u.j 0 ce U Z < ce 0 WI E SECURED DIRECTLY WINDOWS TO BE INSTAL.ED 611 FLASHING TO THE E AS DESCRIBED PER AAMA 200-12 DRAWN BY 2: Lu X: M. STRICKLAND ........... L U ce ... CONT. DRIP EDGE ON PRODU L CANT STRIP ACROSS DOOR HEAD ca TO DIVERT RAIN WALL PER PLAN CHECKED BY WALL PE4 PLAN V�0 2-P SILL PLATE ......... 0. SWAFFORD RED UJ % ui ........ SCALE .............. ............ RAIN DRIP ;E Lu SEE NOTE #2 lit EXTERIOR REGLET 3. INSTALL BUCK. PROVIDE 22 X 34 SCALE AS NOTED co > --i 11X17 1/2 NOTED SCALE j 0 --I - DOOR LIQUID APPLIED FLASHING L EXTERIOR OR CONTINUOUS SEALANT U- uj En WALL SHEATHING P.T. WOOD BUCK SET IN SHEET DATE 0 Ln (n WITH WEATHER WINDOW TO MASONRY SIDE OF 0 ce CONTINUOUS BEAD OF d 0 RESISTIVE BARRIER -INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED BUCK PRIOR TO 4 INSTALLATION. ui 0- NOTES: ON PRODUCT APPROVAL SHEET REVISION INFO ce �_ NOTE: 4. SEAL ALL JOINTS (BUCK 0 = 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 611 WIDE) DRYWALL TO BUCK AND BUCK TO UJ 0 CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR MASONRY) WITH (n NOTE: uj M (A DOORS THAT HAVE NO IMMEDIATE OVERHANGS CONTINUOUS SEALANT. (A 0 0 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE A SECOND WINDOW BUCKS ARE 'l'''' LKED = M z STORY WALL ABOVE THEM. TO WALL & WINDO S CAULKED 5. PROVIDE A LIQUID >_ Lmu �� 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS AT INTERIOR AN OR PERIMETER ca APPLIED FLASHING OR 0 :.j SELF-ADHERING FLASHING 03 SET REVISION INFO 0 LLI TO BUCK (INTERIOR FACE TO REMAIN UNSEALED). EXTERIOR WINDOW 0 WATERPROOFING AT EXTERIOR DOOR PICAL WINDOW ui ce :5 6. INSTALL WINDOW. ce HEAD DRIP DETAIL rE)W.�'7� HEAD DRIP DETAIL JAMB SEALANT DETAIL C. -;�_5 PROVID ce uj M KE EXTERIOR OPENING OR BEAM -6 E A CONTINUOUS Z 0 > 3:: (EXT-III EXT-8) SEALANT TO ALL FLANGES u 1� 3 N.T.S. (EXT-5) D3 N.T.S. (EXT-6) N.T.S. N.T.S. INDOW EXCEPT AT 3:: (n 0 OF W uj -v- I ' SILL (PROVIDE 2" MIN GAP SHEET DESCRIPTION u LLA M 2: EACH END). U) uj m 5 STANDARD 11 0 IN 4 7. PROVIDE CONTINUOUS Lu E NOTES & DETAILS ce 0 SEALANT AT INTERIOR AND Q- m EXTERIOR. REFER TO uj 0 Lu -I u AAMA STANDARDS FOR (In < PT WD BUCK m = 0 COURSE STUCCO ON 8" CONIC BLOCK WALL INSTALLATION STEPS. ui 2 _j 2-P U) j < - #5 CONT W/ #5 IN GROUT FILLED CELL W/ PRE-CAST SILL w �unj < It In SLOPE PROJECT NAME ce MIN. 30" OVERLAP. ALTERNATE DRILL & EPDXY #4 @ 181, O.C. 0- 1 BEND DOWN INTO STAIR. uj HOOK BAR DIRECTION (SEE CHART & ce (A (n V; 0 0 -------------- NOTE: CLEAN OFF ce < ZE FOR SPACING) WALL PER PLAN 0 uj E Lu CONC. STAIRS ANY DEBRIS 1 .6 SECONDARY EFORE APPLYING Lu SITE WALL SCH 1. 181, O.C. NY SEALANTS. HEIGHT FOUNDATION FTG OWEL wa Lu III 8 __j n < VVELS BEND oo� Lu SIZE (W x D) SPACIN m 8" CMU STEMWALL w INTO STAIRS. WINDO BE INSTALLED LOT/BLOCK uj 0 56 O.C. CONT. 56"o.c. lLn 011 to 41-011 21-0"x 11-411 #5 VERT. HOOKED IN TBINUMBER 0 m 11 to 61-011 31-011x #5's CONT. 48110. FOOTING @ 401, O.C. ZVE BEND #5, 21-011 INTO SLAB 11-0" MIN. 0 4 MODEL E 2'-"' 1-011 41 1 1(4) #5 CONT. 32"o.c. I . ry STEP OR C:) (TYP.) TAL FLASHING GRADE R BETWEEN CONTINUOUS Ln 0 Z .. cn Ce Lu < GRADE ING AND SHINGLES FLASHING ALL �— 0- > z X: RUN KICKOUT Lu TF�E I FLASHING 611 PAST ELEVATION NAME Lu Lu U- EDGE OF ROOF ER PLAN Ln U- 1-00 1 V 1 4 4 0 ALL ERS AT CD uj 9 a- 0 1 q PLAN VIEW En Lu AREAS, TYP. Lu c" % CD < SITG. EX7END I FE Lj u 0 = II SEE CHART FOR DTHSEE STAIRS & PRO m rn FOOTING SIZE AND DETAIL FND-3B #4@ 1811 OaC. E. SHEET NUMBER Lu (n �2 REINFORCEMENT INFO In ICAL ROOF TO '0 Z :U,=j TYPICAL CMU tj 0 =3 w -9 PRIVACY WALL (STEM 0 CONCRETE STP IRS ON GRAD ALL FLASHING DETAI -____ EXT-4 WINDOW FLASHING DETAIL Im co uj W m (EXT-9) D3 11=11-011 (EXT-10) (EXT-11) N.T.S. (EXT-4 z _1 SCALE: 3/4" V-011 SCALE: 3/4 N.T.S. U- C E C NI FL N x ERIAL NUMBER 10091 IN TO THE BEgr OF W KNOWLEDGE,THE DESIGN DEPICrED ON THIS ROOFING PER CONTRACT ON (2) DRAWING awAm WITH THE APPLICARE NINIWM RALDING CODE IN EITECI AS OF DATE OF CERTIFICATION BEM. LAYERS OF 7/16" SHEATHING OF 1:tf Nc Ln Lj (CONTRACTOR TO PROVIDE PRODUCT C> APPROVAL FOR ROOFING SYSTEM) SEE PLAN co 2 X 6 W/ 2" DIA. Z7 0 ce ROUND VENT @ e04 co 241, O.C. coo u 00 H -A METAL DRIP OVAN G. DRUMMOND,AIA v EDGE AR 96399 CARIBBEAN CLASSIC COASTAL SHINGLE 2 X 4 FASCIA m U- �—CEILING INSULATION C:) (SEE ENERGY CALCS.) o 2 X 6 RAFTER TAIL SOFFIT LEGEND N.T.S. ce @ 241, O.C. 1/2" RIGID GYPSUM BOARD m (n UJ O.H. 0 DBL. 2x SYP. WD. ui ce I x 4 TONGUE PER PLAN TOP PLATE (n u ON C)�' LCL ce AND GROOVE co ce m 2x SYP. #2 WD. STUDS C4 FINISH MATERIAL c� @ 161, O.C., TYP. PER ELEVATION U. ui WALL INSULATION I X 4 HEAD TRIM (SEE ENERGY CALCS.) 0-1 L U 0 Is uj uJ X: co a� �- 0 2x SYP. #2 WD. HEADER U in �- -1 -SEE SCHEDULE cn 8 IM 00 0 ob z: A t:; BACKER ROD SCHEDULED WINDOW 3:: 0 (SEE FLOOR PLAN) ui ce (n AND SEALANT WINDOW ATTACHMENT > .-i Lu > 5/4" SILL COMPLIANT W/ FBC-R !N mo C) ui 2x SYP. #2 WD. STUDS @ 1.4 1 X 6 APRON 53 < o 161, O.C., TYP. w Z EXTERIOR STRUCTURAL SHEATHING AS REQUIRED If—WALL INSULATION UJ 0 BY FRAMING DETAILS (SEE ENERGY CALCS) ce ui 0 o WATER RESISTANT BARRIER vow (2 LAYERS REQUIRED) CONNECT WALL PER 3= POLYETHYLENE HOUSE WRAP FRAMING DETAILS OR APPROVED EQUAL SYSTEM cq Ci 0 FINISHED BASE MOULDING UJ U- _J 2x SILL PLATE tp C) 3/411 GYPCRETE (OPTIONAL) ce 2x RIBBON FASTENED TOP OF TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR u TRUSS 0 TRUSS ENGINEERING a- ca Cie Lu C:) x cr- ROOFING PER CONTRACT ON (2) ce 0 V) cx. LAYERS OF 7/16" SHEATHING Lu DRAWN BY 0 0 LU (CONTRACTOR TO PROVIDE PRODUCT > Cie APPROVAL FOR ROOFING SYSTEM) SEE PLAN WAINSCOT/TRANSITION D. KRAMER Lu co F 2x RIBBON FASTENED CHECKED BY V�o m TO FLOOR TRUSSES \—BATT INSULATION S. VANCLEAVE ce 2 X 211 01A. Lu & JN PER TRUSS ENGINEE REQUIRED OVER GARAGE :3= LMU ROU NT @ SCALE 241, O.C. (SEE ENERGY CALCS) >- DBL. 2x SYP. WD. TOP PLATE Lu 22 X 34 SCALE AS NOTED co > METAL DRIP 11X17 1/2 NOTED SCALE --J EDG j E PRE-ENGINEERED WOOD FLOOR 0 1/2" RIGID GYPSUM BOARD C, TRUSSES (VERIFY W/ TRUSS Lu (n 2 X 4 FASCIA U- . .... ENGINEER FOR TRUSS LAYOUT) SHEET DATE 0 0 ce d 0 CEILING INSULATION FINISH MATERIAL UJ b (SEE ENERGY CALCS.) PER ELEVATION 0- 0 --""-2 X 6 RAFTER TAIL 1/2" GYPSUM BOARD SHEET REVISION INFO ce @ 241, O.C. 1/2" RIGID GYPSUM BOARD ON STUDS W/ WALL 1 X 6 SMOOTH UJ O.H. INSULATION (SEE DBL. 2x SYP. WD. STUCCO BANDING za 1 x 4 TONGUE PER PLAN ENERGY CALCS) TOP PLATE ui M V) AND GROOVE 0 0 2x SYP. #2 WD. STUDS 'S' FINISH MATERIAL @ 161, O.C., TYP. ui m UJ HEADER , SEE FRAMING co co PER ELEVATION -i I t 0 _11-4 ' ' ' WALL INSULATION PLAN FOR SIZE AND DEPTH Lu < 0 1 X 6 SMOOTH (SEE ENERGY CALCS.) SET REVISION INFO M 3= ^ uj 3c (n m (n STUCCO BANDING 0 V) __j LU 2x SYP. #2 WD. HEADER Lu M ;5 -SEE SCHEDULE 91. ce co Ce Lu A_ 0 > SCHEDULED WINDOW SCHEDULED WINDOW w 0 (SEE FLOOR PLAN) (SEE FLOOR PLAN) �- uJ SHEET DESCRIPTION M U WINDOW ATTACHMENT WINDOW ATTACHMENT LU = uj 1 X 4 SMOOTH COMPLIANT WITH FBC-R 1 X 4 SMOOTH COMPLIANT WITH FBC-R uj o STUCCO BANDING 1/2" GYPSUM BOARD ON STUCCO BANDING 1/2" GYPSUM BOARD ON U H STANDARD U.1 STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION >_ ice EXTERIOR SHEATHING TO EXTERIOR SHEATHING TO co ce a- (SEE ENERGY CALCS) (SEE ENERGY CALCS) NOTES & DETAILS u.J C) BE FLUSH WITH THE EDGE BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS GAP BETWEEN FOUNDATION @ 161, O.C., TYP. GAP BETWEEN FOUNDATION @ 161, O.C., TYP. ------ uj (n AND SHEATHING AND SHEATHING UJ tn < (n 2x P.T. SILL PLATE 2x P.T. SILL PLATE PROJECT NAME Ce LU -r- a - WATER RESISTANT BARRIER WATER RESISTANT BARRIER Lu 0 CONNECT WALL TO FOUNDATION CONNECT WALL TO FOUNDATION ce ch V) (2 LAYERS REQUIRED) PER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS ce Ly POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP PROVIDE CONT. METAL TERMITE PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM u.j SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE FLASHING FLASHING uJ FINISHED BASE MOULDING FINISHED BASE MOULDING :3= Lu MAIN FIN. FLOOR /-Jk MAIN FIN. FLOOR _14�TCL 1-011 1-011 a it cuni '4" "Ill"FiCLEV @ 0 LOT/BLOCK m EV @ 0 4 44 3= ui ce uj 4A uj C) > > TBI NUMBER 0 w 0 E 0 MODEL ko ko 4" CONC SLAB W/ cn 0 Ln b om 4" CONC SLAB W/ ';4 Lu VAPOR BARRIER VAPOR BARRIER rn 4 % 0 Z ALL ,;4 V) ce Lu < > Lu REFER TO STRUCTURAL —REFER TO STRUCTURAL Ln ui DRAWINGS FOR DRAWINGS FOR ELEVATION NAME U.J m COARSE COUNT & U-i U- COARSE COUNT & u oui 4 F ING SIZE Ln 'o FOOTING SIZE (PROV CARIBBEAN bo U.1 (PROVIDED BY IDED BY CD ce 3:: 0-4 Fl W U- OTHERS) OTHERS) �0= j r m 0 SHEET NUMBER UJ Lu ce co OmLu �- EXTERIOR WALL SECTION WITH WINDOW r2_-� TWO-STORY WALL SECTION 7 _J _j z: _1 w -011 SCALE: 3/4" l'-O" _3 0 p U- SCALE: 3/4" 1' ERIAL NUMBER 1009 0 TO THE BEST OF W KNM.EDGE,THE DESIGN DEKCrED ON THIS DRAWING COMM WITH THE APFLICABLE MUM BURDING CODE IN EFFEL7 AS OF DATE OF 09MFICATMN KUM CD SET MIR IOR 311 FROM SET MIRROR 311 0� eZ_ MIRROR=VANITY -5" �c� 0 iF1 END OFF BACK SPLASH V Zv*�FFRROM INSIDE CORNER DRYER VENT (TYPICAL) 0000 000 iQ .4 uj GAS PIPE (TYPICAL) 3= 0 FOR GAS DRYER ONLY Q 3= % 96 99 ------------- % 0 0 _j V 11-211 Fri 0 fR COUNTERTOPS 0 Se DRYER VENT (TYPICAL) OVA AIA %1 36" HIGH X GAS PIPE (TYPICAL) AR '499 zo p__I X: — Lu (VANITY-511) MIRROR cn t7u > FOR GAS DRYER ONLY %0 0 111 U- OUTLET BOX 0 1/4" MIRROR DRYER VENT BOX- m CENTER SIDEWAYS ATTACH PER MFR. o INSTRUCTIONS 6_4 IN BACKSPLASH -1/211 RECESS 0 DRYER VENT BOX- FOR MIRROR ATTACH PER MFR. Lu ce UJ %0 INSTRUCTIONS oo CIO cn C) 2X4 HALF WALL 0 070, <4 co 1 211 YORKTOWN1 P.T. SILL PLATE P.T. SILL PLATE '�r'l 00 m 00 C4 0 _j (IF SLAB ON GRADE) (IF SLAB ON GRADE) en U— TRIM MM MIRROR 1 �1 Lu 0- CABINET 0 VANITY MI�ROR INSTALLATION INSTRUCTIONS: i ui uj 3= co > �- o WITH PEDESTAL Lu �- --% 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 5 Uj 0 0 00 2. AT BATF ROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: 1? 00 CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, ui NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. > 3. UPON 114STALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED i ui m COUNTERTOP CANTILEVERS MORE THAN 10 0 > 0 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM c r uj BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 0 LENGTHS PER MANUFACTURER'S SPECIFICATIONS. 0 I FR M TOP OF BACK SPLASH AND INSIDE WALL CORNERS. 2 ED o 00 MAS- ER BATH MIRROR WOOD TRIM DETAIL rm__3-� DRYER VENT BOX FOR DRYER ONLY z Cl 3:: (1 NT-i KITCHEN HALF WALL DETAIL rNT-2 I 9� Ce Lu 8 �_q _:� U (n � 8 SCALE: 1/2" V-011 (INT-1) 8 SCALE: 112" V-011 (INT-1) D8 SCALE: 1/2" = l'-0 (INT-3) 0-0 u.j 0 9z ce 0- - 0.4 ce m =D 0 TILE OR STONE ON 1/2 COMPARE um, HARDI BACKER BOARD MANUFACTURER'S EXT. PLYWOOD 4 ce OVER Y DIM OF TUB & ci 0 ON 2X4 FRAMING. PUMP LOCATION C14 TOLL APPROVED TILE BACKER (REFER ots"R, Lu U_ -J TO CONTRACT SPECIFICATIONS) 0 ce ce WALL TILE >_ VARIES - SEE PLANS a- o REF ER TO FLOOR PLAN, V 0 0- 7? 1 ok ca ce 2X BLOCKING BETWEEN VARIES BY MODEL UJ 0 V) 1 ROW OF TILE ce u M STUDS (3 WALLS) < ce 0 0 0 X4 161, O.C. m DRAWN BY ui < X: w 11 :5 uj CORNER SHELF w VINYL LINER (3 WALLS) EXTENDED 5 0- 0 M. STRICKLAND Lu /IN I ccl UP WALLS ce 0 (1) CERAMIC CORNER m %. 0 X: ---- SHELF AT 48" A.F.F. 2X4 LEDGER CHECKED BY m 0 0 >_ �o M _j FLOOk__w___ 100% SILICONE SEALANT BETWEEN U- CL: 0. SWAFFORD Uj TILE BACKER AND WET BED uj X X X Lu DROP IN TUB SCALE 2" SHOWER DRAIW- U- -4. M pi uj < L.. U- > 71-- u: 2X4 CRIPPLES co < > FLOOR TILE ui 22 X 34 SCALE AS NOTED j 0 2-2X4 THRESHOLD .4.4.4.4 00 0 PPORT UNDER ui U) TILE AT DOOR 2X4 TO BE P.T. SHEET DATE 0 0 ce Lu WHEN IN CONTACT TUB AS REQ. BY THRESHOLD __j d 0 WALL TILE FA ee (A t5 W/ CONC. MANUFACTURER'S. u.j 0- 09 ADJUSTABLE GAUGE COAT WETBED PLAN SHEET REVISION INFO ce �_ SHOWER DRAIN 0 m LINER SET IN SEALANT @ _-� DROP IN TUB DETAIL Lu �j 0 rFR-33 u 2" SHOWER DRAIN FLANGE OVER ROOFING FELT I—E tA ui (A NOTE: 1\,,RD�8 SCALE: 3/4 1 0 (FR-33) (n C) 0 =) NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE A 4D SHAPE VAIRES BY MODEL AS < BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLU� BING ACCESORIES. REFER TO SHOWER ELEVATION >- ucoi ;umj �c co _j 7: MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. 0 -1 1-4 9 ui < 0 SET REVISION INFO ui uj TANDARD SHOWER SHELF LOCATION 3:: U) to (n SHOWER & CURB ON FRAMED FLOOR (-,-NT 5 END POST TIED INTO FLOOR LU 6 FM- ce (A �s (INT-4) �8 (INT-5) JOIST BELOW EXTEND TO < ce SCALE: 3/4" l'-011 S ALE: 1/2" l'-O" Ns� ui BOTTOM OF FLOOR JOISTS. 0 > P.-4 0 3-. tn 0 �- uj -i- END POST TO PENETRATE z u F-A SUBFLOOR. SHEET DESCRIPTION �� E Zr; (n ui a M STANDARD 0 UJ 0 FACE NAIL END POST TO BLOCKING. NOTES & DETAILS ce 06 < LU 0 2x BLOCKING BETWEEN ui -> u FLOOR TRUSS AGAINST 0.00 ol ui (n END POST. ui 11 w 11 "o PROJECT NAME 0 Ui SUB FLOOR. U) 0 le " ,"'o, III Lu 01.11 .0oll I / 11,0, ceIle le 01 ce ui UJ lol ui "I'llIol le II1,00. oo, LU lo' /11110 " 'o"00 Lnle ell 0111 LLI .0' ol< lool".."I" LL. (n N. 101 10 le e A\ \ I I 0 Lu 2E .01 I'lle 0" 00'.0' r LOTIBLOCK uj "'I'lool N, U- .0' > C:) ".00' TBI NUMBER .01 0 ol III ell le 01 E 0 A% MODEL 1.0,1.0" o .11 .00' .01 lo uj ..4 ol r-% in .0" o! Z ce uj ALL 'Ile NAILS(TYP) uj 2: ui FLOOR TRUSS. ELEVATION NAME uj tl! z .".00' .0" LL. UJ 0 ALL CD as � ce ui ui �:: &--4 C> U- V� w SHEET NUMBER uj ce ca Lu 0 a LU HALF WALL TIE—IN DETAIL (FR-34 Uj co uj a -J CL; _j = --1 8 N.T.S. (FR-34) -j 0 0 u- ERIAL NUMBER 1009 DESIGN SPECIFICATIONS USP CONNE(.',TOP..S TYPICAL 0.131X3 TOE NAILS TYPICAL LAP SPUCE, WINDOW SILL SCHEDULE DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING,- 2X6, 2x8 (5) NAILS TYPICAL TQP,�PLATE NAIUNG6- ROUGH DROPPED HEAD MINIMUM END 2014 FLORIDA BUILDING CODE - RESIDEN11AL UL11MATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR SYP SPF FASTENERS FL# CODE 0.1311x3" END NAILS: 2x10, 202 (7) NAILS - FASTEN ALL'TOP PLATES (12) 0.131*00" OPENING OR SILL PLATES FASTENER EACH END DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS. TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR +16.3 9" LVL, 11* LVL (7) NAILS TOGETHER.W/ (3) ROWS 4 4'-4.* (1)2x4 SPF #2 (4)12d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. GARAGE (2) 0 2x4, AREA (sf) ZONE (PSF) 0 ap = 40-6" DOOR -17.9 USP A35 450 450 (9)10dix`11/2" (3) 0 2x6, 14- LVL, 16' LVL (9) NAILS OF .131 x3 16 12" O.C. STAGGARD. 4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS DESIGN LOADS: ACTUAL AND UNIFORM USP RT7 1. 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAJLS +18.2 -19.8 +18.2 -24.4 (8'x7) 585 495 (5)Bd EA. END (4) 0 2)iitl ROOF FLOOR 10 - SYP#2 j- 2 CAR USP RTBA 775 650 (5)'10AW/2" EA. END TYPICAL WALL FRAMING NOTES: SYP#2 DBL. HEADER, 4 12'-0* (3)2x6 SYP #2 .(1)A35 + (4)12d TOE NAILS +15.5 ROOF SHEATHING, 6*MAX. TOP PLATE PER PLAN 4'-o* MIA. ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE USP MTW12 1195 860 (7)'101W/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS I MP CHORD LIVE LOAD 20 psf 40 psf DOOR -17.0 USP HTW20 1450 1245 (12)10dx1'/2" EA. END ALL WALL STUDS.. F Lou Pontigo and TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf +15.5 -17.0 +15.5 -19.0 (11 6'x7*) T 1= = I Ito MP CHORD DEAD LOAD F 10-0 SEE 5/SO.O Associates, I nc. 20 psf (-nLE SHINGLES) 10 Psf 0 USP MSTA24 1640 1455 (9)101 EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE RAISED BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE-BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTIONs 420 Osceola Avenue THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/2"0 ROD M FTG. 3. USE SYP#2 FOR ALL 2x SPF DIAGONAL BLOCKING DEFLECTION CRITERIA: SHALL BE PERMITTED USP JUS28 1305 1305 (6)10 J TO HEADER HEADERS FASTENED w/ 3-0.131mx3* Jax. Beach, Florida 32250 ROOF FRAMING: LIVE LOAD L/240 MTAL LOAD L/180 DROPPED EA. END TYPICAL. HEADER Ph.242-0908 Fax.241-9557 FLOOR FRAMING: LIVE LOAD L/360 & MTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/8"0 ROD M FTG. ------- SHEATHING MAY EXTEND 2- FL:CA#8344 SO CA#3579 POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 4. ALL WALLS SHALL BE ---- oo PAST BLOCKING- WINDOW WIND LOADING: USP HTT22 5370 5370 5/5*0 ROD TO FTG. BALLOON FRAMED FULL - -------- ARCHED 10 ATTACHMENTS MUST 5/ 110 HEIGHT TO ROOF OR FLOOR LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 ROD w/ (1 2)16d L-- - ---- TRANSOM SYP#2 HEADER, ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A I r, BEARING ELEVATION, U.O.N. ON FASTEN LOWER STUD OPTION PER PLANS MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 0 PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 5/8*0 ROD w/ (12)16d PLAN. BRACING BY OTHER TO TALLER STUD w/ SEE RIGHT JACK AND 91511118 BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS I 2-ROWS OF 10d COMS KING STUDS, Um OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 0 DESIGN OF WINDOWS/DOORS FASTENING M THE'WALL FRAMING IS THE USP MSTAM24 1545 1 1455 (5)1/1%2-1/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF' 0 12" O.C. WINDOW SILL SEE SEE PLAN PON, LIVE LOADS COMBINED NTH ROOF LIVE LOADS SHALL BE MULTIPLIED RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE BY 0.75 WHEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE FOR SILL SIZE AND �GF-NS ---------- 130 MPH w/10d MASONRY CUT NAILS 0 -10) 1 -V -� v BASIC WIND SPEED (ASCE 7 \-TYPICALLY %* FULL CONNECTION EACH 48" O.C. MINIMUM. SEE PLATE NAIUNG; WINDOW SILL SEE IMPORTANCE FACMR --------------- 1.00 0 ka k UPLIFT HEIGHT THREADED 0.131x3" ME NAILS: END SCHEDULE all -- FOUNDATION PLAN ADDITIONAL RODS 0 6'-Om O,C, No.533 11 MEAN ROOF HEIGHT ---------------- 20.0 FT I a CONNECTOR SYP SPF RASTENERS FL# CODE ANCHORS AT SHEARWALLS (3) 0 2x4, (4) 0 2x6, ROOF PITCH ------------------- 3/12 A35 450 450 12-8dxll/21, 10446.4 (5) 0 2x8. BUILDING CATEGORY ---------------- 11 BLOCKING ONLY REQUIRED SDWC15600 SCREW STAT EXPOSURE CATEGORY --------------- B a DENOTES EDGE STRIP. H2.5T 600 520 5-8d E�A. END 11478.3 AT SHEARWALLS AND-\ PT. SPF#2 SEE 8/SO.O INTERIOR BEARI 9-WALL..- -A �o! ENCLOSURE CLASSIFICATION ------------ENCLOSED SEE C & C CHART H8 620 530, 5-10dx 1/2" EA. END 11470.3 SEE PLAN FOR SIUD SIZE STUCCO FINISH SOLE PLATE ABOVE FOR 'a' DIMENSION AND O.C. SPACING. INTERNAL PRESSURE COEFFICIENT ---------- ± .18 MTS1 2 1000 860 7-10dx EA. END 10456.3 1 1 1 1 1 A -a- t A A A A A 0 N Al,V WALL SHEATHING N J, 4. A HTS20 1450 1245 24-10ddl/2* EA. END 13872.3 CONTINUOUS B SEE DETAIL 1/S0.1 MATERIAL SPECIFICATIONS MSTA24 1765 1270 -10d �A. END 13872.4 WITHIN FLOOR YSTEM FOR SPLICING 9 16d COMMONS 44 FOUNDATION, SEE PLAN 4, Luis A. Pontiso, PE -4 at- MSTA36 2050 1870 13-10d EA. END 13872.8 WHERE POST IS BOVE. 0 80 O.C. OP11ONS 1 8" 1/21 FL PE#53311 r--- -I WALL FRAMING AT WALL FRAMING AT MAX. MIN' PLATE ANCHOR@ HARDWARE AND ANCHORS: 18-1 6d TO TRUSS/BEAM FLOOR SHEATH NG, S= ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH HTT4 3480 3080 11496.2 8d 0 3" SEE SPECIFICATION PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE . ....... ASTM A 307 OR ASTM F 1554 GRADE 36. .(NOT ACTUAL PLAN] -a--f a 1 1-%*0. ROD TO FTG. rm IF I PLATE BREAK �REVGK)NS DATE WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B). 32-16d TO TRUSS/BEAM ---- --- BUILDER MAY CHOOSE EITHER THE DROPPED NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 11496.2 F------- 1HEADER COND11ION OR RAISED HEADER CONDITION WALL FRAMING AT 1-%*0 ROD TO FTG. DROPPED HEADER CONDITION METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED M /'002� TYPICAL WALL FRAMING EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 6-10d 1`0 HEADER 10655.113 1 1 1 1 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Qa BE RESPONSIBLE 4-10d I`0 J04ST T 1%.�-o VxIS" SIMPSON TITEN HD DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d�TO HEADER SOLE PLATE ANCHOR LARGER THAN REBAR SIX AND '/a'* LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- - -- -i w/3X3xO.229" WASHER SEE (I.I.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d '0 JOIST SCHEDULE FOR SPACING Q&HOLD DOWN ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL SEE 1/SO.1 (DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. ABU44 2200 %'@0 ROD EPDXIED 6" MIN 10849.6 TOP PLATE SEE 5/S .0 BUTT JOINT EPDXY. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: ABU66 2300 5/.*0 ROD EPDXIED 6" MIN 10849.6 BLOCKING ONLY REQUIRED 210 2"/-- REINFORCING STEEL- SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS AND + STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WALL SHEATHING rIFIE�UD ALTERAMON LIMITED M THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAMI/POST STUCCO FINISH LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2"0 ROD TO FTG. SEE DETAIL 1/S0.1 CONTRACTOR SHALL CONTACT LOU WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING PONTIGO Et ASSOCIATES PRIOR TO OPTIONS RATED SHEATHING, MAKING ANY STRUCTURAL FIELD SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 it BOUNDARY OF MODIFICATIONS WHICH MAY VARY MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT THREADED ROD SEE GENERAL NOTES. ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. '0 1 V-om- 6" SHEATHING FROM THE INTENT OF THE ORIGINAL CS16 1705 1705 113-8d 10552.1 SHEATHING EPDXIED 4*w/3X3xO.229* PT. SYP#2 MAX. MIN. CONSTRUCTION DOCUMENTS.ANY TO BE WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO 0 A CONTINUOUS FOR SPACING BEING APPROVED BY LOU PONTIGO a GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER INTERIOR BEARING SOLE PLATE BREAK EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN TOP PLATE WALL- EE SCHEDULE WHERE REQUIRED BY-"-,,' ADDITIONAL ENGINEERING OR FLOOR SHEATHING SPECIFICATIONS FOR STUD SIZE EPDXY ANCHOR 11TEN HD GENERAL NOTES. 23/32" T&G OS8 OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6- O.C. EDGE & FIELD AND O.C. SPACING. - 02DOR ANCHOR OPTION WALL SHEATHING TO ROOF SHEATHING SPECIFICATION& SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT . . . .... . . . . . . . . .. . . . RAISE )g' FROM SUPPORTED EDGE 5tull&L- MIN. 7/16". 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING M 4" O.C. MTHIN 4'-0" OF ROOF EDGE). SEE DETAILS SEE DETAILS ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE TE 8d 0 3" ON S1.0 ON S1.0 BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE GENERALNOTE !LLL - MIN. 15/32' 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2* RING SHANK 0 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). PLAN AND FASTEN TITEN HD 48* 24" 3x3xO.229" 4** 2" WALL SHEATHING SPECIFICATIONS: r r w/8d 0 3" 0.C. EPDXY 48" 24-w 3x3xO.229" 4" 21* EXAMPLE OF UNSUPPORTED 'j T (UNBLOCKED) PANEL EDGE-,�. FLEXIBLE FINISH-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE M UPPER MP PLATE. MAS 48" 24* N/A N/A N/A (TYPICAL) FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. NOTES: 44, 4 L L J TE AtENT M NAILING TO INTERMEDIATE STUCCO FINISH-MIN. 24/16, APA RATED OSS OR PLYWOOD STRUCTURAL-L SHEATHING, FASTENED w/ 8d 0 6* O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. L __j 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EX S AND ADJ V) CORNERSAND PLATE BREAKS AND KING STUDS. tl,� SUPPORT IS 6" O.C. MAX.-," ROOF MASONRY SPECIFICj6TIONS* 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION (UON) TRUSSES, OR Uj MASONRY HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE VVITH,kCI530.11-05. GROUT SHALL BE IN ACCORDANCE NTH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE SINGLE STO Y MULTY STORY FLOOR JOISTS. Ln E. STRENGTH OF 0 1 3. AS AN ALTERNATE M THE 3"X3"XY;' PLATE WASHER, A 3*X.3*)Ol/ W/ 11/2'0 ROUND 2000 psi PER ASTM C1 019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11 SLUMP�,M19ftTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACMR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAILaSCHEDULE --�ROOF AND FLOOR SHEATHING NAILING CONCRETE MASONRY UNITS (CIMU), TYP. WA1,L SECTIONS t3 4 �So.oj SCALE: 3/4m 1'-om SCALE: 3/4" V-0" CMU SHALL BE IN ACCORDANCE NTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT. NTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL N�-O REINFORCEMENT IN 5'-Om MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 51-0'. Uj MASONRY STEMWALISL ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS NTH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BO4DS, STACK BOND SHALL NOT BE Z 'HALL BE REINFORCED FULL HEIGHT USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFQRW EXTERIOR WALLS S WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL WITH - #4 0 4'-Ow O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF FORCINd AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR 411 Qw- ENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. Sl-ALL BE INCREASED AS NOTED ON 1/S1.O. UNLESS NOTED OTHERWISE. LAP JONT RElNFORCM,-SHALC1tr-,' 2x4 OR 2x6 SIMPSON 2 PLY CLAY MASONRY (BRIQa-_ SDWC1 5600-'-, BEAM. 11/2 2x4 BLOCKING BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEEROOF 3 PLY BEAM. (3) ROW OF 10d 024" O.C. FASTEN EACH END w/3-10d FRAMING NAILS C. CONCRETE SPECIFICATIONS@ PLAN FOR EXTEND SHEATHING VERT. zl!§,TA,GGERED TOENAILS Uj ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT28 DAYS DETAILS I TO TOP OF TRUSS AS SHOWN. (3) ROWS 16d CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING COMMON WIRE C-4 f GENERAL NOTES* AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE AT 12" O.C. \�-2x4 MEMBERS: STUD BELOW SPECIFICATIONS BELOW. EA. SIDE. (1) ROW OF 1 Od LOWER TOP 4-10d (2) ROWS 16d I FOOTING AND FOUNDATION& HEEL !it V-D" COMMON WIRE NAILS 0 6" O.C. PLATE AT BREAK OVER LAP DOUBLE COMMONS FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED NTH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORTIS RECOMMENDED M VERIFYSUITABLE 2x SPF BLOCKING PRE-ENGINEERED WOOD AT 12" O.C. STAGGERED TOP PLATES WALL INTERSEC71ON 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 (CLAII) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT- ROOF TRUSSES. EA. SIDE. ORTHOGONAL VIEW 4< SHALL BE COMPACTED M A MIN. OF 95% MODIFIED PROCTOIR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN 2 & 3 PLY BEAMS 11-`- 2x6 MEMBERS OF CORNER CONDITIONS 0 (2) ROW OF 1 Od Uj FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE 0 NAILS 0 4" O.C. 0 D Z F DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) STAGGERED OUNDATION PLAN SHOWN ON S1.O. 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 SIMPSON A SDWC1 5600 SEE ROOF 4 PLY 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 F3 048- O.C. OR ROD CHAIRS. FRAMING BEAM. PROVIDE CONTINUITY OF REINFORCING AT INTERSEC11ONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WERE PERMITTED, SHALL BE 48 PLAN FOR so CORNER SIMPSO BAR DIAMETERS DETAILS SHENTHING MAY SDWC1 5600 CONDITIONS WALL INTERSECTIQN CONCRETE SLABS ON GRADE* \-TER INATE AT SIMPSON_/ SEE ROOF (2) ROWS 5/e*0 HEX CONDITIONS SIMPSON FRAMING HEAD THRU BOLTS NOTES: 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 SDWC1 5600 TOP OF DBL SDWC1 5600 PLAN FOR w/ HEX NUTS & NOTES: TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INM SLAB IN A 16'x16' GRID V SEE NOTE 1 TOP PLATE. SEE NOTE 1 1. TYP. CONNECTION AT STUD 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 0 ATHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. -LVL DETAILS WASHERS 0 24" O.C. COLUMNS. JACK-M-KING 2. DENOTES 3*xO.131' GUN NAILS 0 6- O.C. VERTICAL WOOD FRAMING SPECIFICATIONS* TYPICAL CONNECTION C ASSEMBLIES, CORNER POST, ETC. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5" < HEEL < l'-O" HEEL < 5m 2. SPECIFIED NAILING REQUIRED FOR 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED U ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED M WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR 4-P Y BEAM, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE 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 ATTACHED FASTENERS SHALL BE NOTES: EVERY PLY IN ADDITION TO (2) PLY!� OPTIONS ARE SHOWN STAINLESS STEEL 1. TOP PLATE TO STUD S WC ONLY REQUIRED MEN STUD IS DIRECTLY BELOW TRUSS PRE-ENGINEERED WOOD TRUSSES: 2. H2.5T MAY BE SUBSTI TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACMR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS IN ;TALLED AT ALL TRUSSES AS AT MP PLATE TO STU SPACE 0 48" O.C. FRAMED WALL CORNER AND INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-M-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND ROOF TRU,,, S CONNECTION BUILT-UP MEMBER FASTENING /***7� INTERSECTIONS STUDS CONFIGURATIONS RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91.* AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS M AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES. PLACE STRAPS DIAGONALLY ACROSS DBL. MP PLATE FROM EA. OTHER. \.-�-O ROOF COVERING SPECIFICATIONS.- KING STUD M MP PLATE: TRUSS M PLATE: DESIGN THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLA11ON OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING M THE MANUFACTURER'S REQUIREMENTS. CLAY SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING* SDWC SCREW NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED 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 NTH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS TOP PLATE TO HEADER FASTENING: ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. THAN 4'-6" FOR GABLE ENDS. /-SEE DETAIL AT RIGHT. NOT REQUIRED CRTERA KING STUD M TOP PLATE: FOR GABLE ENDS. SDWC15600 SCREW WATERPROOFING* NOT REQUIRED AT GABLE- TOP PLATE TO HEADER FASTENING: AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. SEE DETAIL AT RIGHT. NOT REQUIRED 0 ENDS OR OPENINGS LESS FOR GABLE ENDS. THAN 4'-6" 1% 0 0 A (:D GENEFN^L WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK- PLATE TO HEADER: 0 KING & JACK SDWC SCREW 0- CONNECTION STUDS SEE PLAN �K N TES MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL (2)12d TOE STUDS SEE PLAN HEAD OR SILL 24" O.C. A MP PLATE TO MP PLATE FACE NAIL 2-GUN NAILS 0 12* STAG. NAILS E.E. PLATES SEE\ r DO NOT SCALE DIMENSIONS FROM L31/2 x31/2 x1/4 4#0 6#-Opp GABLE X-BRACE. SEE DETAIL 11/S2-0 HEAb QR SILL THESE DRAWINGS.IF A DIMENSION 6 MP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L 4 x 3/2"X/4 6#9 --(MIN) SCHEDULE PLATES SEE 2X6 WALL UNCLEAR REFER TO THE HEADER SIZE. JACK AND KING STUD ARCHITECTURAL DRAWINGS OR DBL MP PLATE M STUD FACE NAIL (2-16d) 3-GUN NAILS DESIGNATES SHEARWALL THE QUANTITY. ROUGH OPN'G, SEE ARCH 'SCHEDULE CONTACT THE E.O.R. L5x31/2mx1/4 6m W-00 ------- HIDDEN LINE DESIGNATES SIDE OF HEAD Q13. SI KING STUD M FRAMING BELOW, TRUSS TO PLATE: RIM JOIST M TOP PLATE SW E SHEARWALL SHEATHING �LCLV -- L ME NAIL (8d 0 6-) GUN NAIL 0 6- PLATES SEE CS18 STRAP w/6-10dx1h" ROUGfIOPN'G, SEE ARCH SDWC SCREW SCH CEILING JOIST TO TOP PLATE ME NAIL (3-8d) 5-GUN NAILS DESIGNATE L 7 x 31/2 X1/4 681 16'-0* TE ATTACHMENT CAN BE INTERIOR OR CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS O.C. EDGE & 6" O.C. "IN THE CONNECTON: IMPSON EXTERIOR SIDE OF WALL. TERRANO-CARIBBEAN L6 x 31/2 x 1/4 61# 12*-0" NAILING: TO BE APPLIED. 8d 0 3/6 EDULE NAILS EACH END. STRAP PLAN NAME 8dO3-/6- S 8d COMMONS 0 3" KING STUD M BOTTOM PLA ROUGH OPN*G, SEE ARCH. r 1. STEEL LINTELS TO BE MINIMAL 36" FIELD* SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ DESIGN/DRAWN/CHECKED CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) B-GUN NAILS LINTEL MUST HAVE CORROSION BRICK OR PLATE TO HEADER: JOIST/TRUSS M PLATE ME NAIL (2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED VENEER ADJ ADJACENT LG Long SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0 CS / MK /LAP PAINT. BM BEAM MANUF - Manufacture GABLE ENDS OR 2-SMRY SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS THAN 8' OR OPENINGS LESS 24" O.C. DATE WEATHER WALLS RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BOT - BOTTOM MONO - Monolithic THAN 3'-6* 2X4 WALL 2. LINTEL MORE THAN 8'-0". SHOULD BRG - BEARING OC On Center 10.14.15 JACK RAFTER TO HIP ME NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT M CMU - CONCRETE MASONRY UNIT OSB Oriented Strand Board HEADER FASTENING SECTION SCALE DBL DOUBLE PERP Perpendicular ROOF RAFTER TO 2x- RIDGE BM. ME NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-1/4.0" WD. A DIA DIAMETER PRE ENG - Pre Engineered KING STUD TO FRAMING BELOW, AS NOTED LINTEL A.- CONT. HEADER, TWO PIECES FACE N Al L 16dO 16* O.C. 0 EDGE SCREWS INTO HEADER PROVIDE A '/2" ATTACHMENT 'EA - EACH PSF Pounds per Square Foot A' CS18 STRAP W/6-10DX1)j" TRUSSID. VERTICAL SLOTTED HOLE FOR SCREW. SEE NOTE 2 EE - EACH END PSI Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN BE CONT. HEADER M STUD ME NAIL (3-16d) 4-GUN NAILS EOR ENGINEER OF RECORD PT PRESSURE TREATED 00 0 STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-15-00586 STUD TO SOLE PLATE ME NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ EQUAL QT Quick Tie SOLE PLATE CONNECMR LSOLE PLATE ANCHOR BLOCKING FASTEN "N�STRAP NOT REQUIRED AT THE FOLLOWING: HORIZONTAL 71ES 0 24" O.C., VERT. EXT EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE STRAPPING NOT REQUIRED_A- w/8-10d COMMONS GABLEENDS OR LPA NO. SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 0 16-) GUN NAIL 08- TIES 0 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC FLORIDA BUILDING CODE SF Square Foot AT LOWER LEVEL HEADERS JACK TRUSSES LESS N/A FDN FOUNDA11ON SPF Spruce Pine Fur STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY 4t-L- NAIL SPECIFICATIONS WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLAN BRICK LINTEL, HOLD DOWN IS SPECI SINGLE STORY THAN 8' OR OPENINGS LESS SHEET AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT - FOOT SYP Southern Yellow Pine (STACKED WIND MULTISTORY THAN 3'-6" 3*xO.131*0 = GUN NAILS 2"4.113"o = RINK SHANK 12" OF OPENINGS. PROVIDE3/,.*0 WEEP FTG - FOOTING THRU - Through 2"xO.113"0 = 6d 2/2*x0.131*0 = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SEC11ON MEW HDR - HEADER TYP Typical rw-� TYPICAL ADER STRAPPING (UNSTACKED WINDO 3"xO.148"0 = 10d 31/2"xO.162"O = 16d FLASHING. HORIZ - HORIZONTAL LION Unless Otherwise Noted OF BRICK LINTEL LBS POUNDS VERT Vertical \SO.O/ S000 11/2 xO.148*0 10dxl'/2* 11/2"xO.131*0 Bdxll/2* %ft..00 ARCHI S D TRAN' JD Op 0 SEEF a tc LOCKING [15"' S . . . . . . S 1 W IP $eOVER LO K WWF Welded Wire Fabric SHEET OF 9 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER PLATE w/ 10d 0 4" O.C. WALL SHEATHING FASTENED TO TOP- PLATE w/ 1 Od 0 3- O.0 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 3m O.C. ATTACH AT EACH WALL STUD w/ 3-16 '7NAILS AT EA. FRAMING INTERSECTION. 6" (MIN. OF 6-16d BETWEEN EACH TRUSS) DBL. TOP MAX NOTCH HEADER t PLATE BELOW TOP PLATE BLOCKING ONLY REQUIRED T Lou Pontigo and AT SHEARWALLS AND -Cr Associates, I nc. P)RCH SHEATHING, HEADER PORCH STUCCO FINISH 5-8d COM S*E SPECIFICATIONS ::11 HEADER, EACH SIDE B LOW 8-GUN NAILS- --1 PERPENDICULAR TRUSS 420 Osceola Avenue 16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 0* SEE PLAN. jax. Beach, Florida 32250 0 8" O.C. SHEATHING SPUCE 0 8" 0.C. 24" O.C. BETWEEN OUTER WALL- PORCH PARAL HEADER & SUPPORT FULL HEIGHT---i DETAIL B PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z Ph.242-0908 Fax.241-9557 & FIRST INTERIOR TRUSS. NAIL TO WALL MIN. (2)2x4 WOOD CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.1310" NAILS PERPENDICULAR STRAPS HOLD DOWN AT BELOW. & (1) ADJ. FL:CA#8344 SO CA#3579 BOARD (TYP) 3" O.C. (TYP) M WALL BASE OF POST TO PORCH HEADER. WALL BOARD (TYP) EACH SIDE FLOOR 5z OPTION A SHEATHING-\ FLOOR FLOOR OF SPLICE TRUSS 24" 16 GUAGE POST BASE: TRUSSES TRUSSES STRAP w111- POST 24" 16 GUAGE 4x4 POST.ABU44 OR JOI ST. 2x4 SYP#2 BELOW 6x6 POST-ABU66 w/ 2x SOLID BLOCKING OR JOI SHEATHING SPLICE DIAGONAL 10dx%" EA. END STRAP w/11- LSTA12 FOLDED OVER TOP AT SHEATHING EDGE 0< ST. 10dxlN' EA. END DOUBLE TOP PLATE PLATE w/5-10d NAILS 8d COMMON WIRE NAILS 0, q FASTEN EA. TO BLOCKING 0 3" O.C. END W/ PORCH. CONTINUOUS OVER- INTO TOP PLATE & 5-10d ENSe** ------------- �C SLAB-\ -Y47 OSB or PLYWOOD 3-10d COMMONS PORCH HEADER. I �1/1 1 6" HEADER NAILS INTO BEAM. SPACE V ARD V4* SEE PLAN T\ L RIM BO MAX 0 48" O.C. OMIT IF WALL HTS16 No.5 %" ROD I FLOOR SYSTEM. ALIGN SHORTER THAN CEILING STRAPS MST;24 SHEATHING IS INSTALLED ROOF TRUSS 3311 WALL FRAMING WALL FRAMING - 1 1 ON FACE OF BEAM OR JOIST--�,� : * �-; WALL FRAMING--// VERTICAL JOINTS WITH LINE STRAPS EPDXIED 6" MIN ..-`/\,FOR PERPENDICULAR r-.4 WALL SHEATHING Rn SHEATHING SPLICE INSTALL FLOOR TO TRUSS CONNECTION OF S JOINTS PLAN PLAN MEW OF ELEVA11ON MEW OF B ABOVE .00 FLOOR STRAPPING PER PORCH HEADER PORCH HEADER B-GUN CONTINUOUS 2x6 SYP#2 SEE DETAIL BLOCKING ONLY REQUIRED 5-8d COM OPTION I OR 2 NAILS AT SHEARWALLS; AND EACH SIDE RT AT POST AT POST FULL HEIGHT LEDGER FASTEN NTH STUCCO FINISH OF SPUCE QP11ON 2 ANCHOR OR DTT2Z 5-0.13lx3" EA. STUD. QP110N 1 APA RIM BOARD OPTIOhl FLOOR TRUSS PARALLEL PORCH SH ATHING SPECIFICATION& HOLDDOWN AT MIN. (2)2x4 WOOD 401 OVER LAP SHEATHING 1/2- GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6- O.C. EDGE & FIELD BASE OF POST OPTION 8 BELOW. & (1) ADJ. PARALLEL TRUSS Luis A. Pontigo, PE OR TO PORCH HEADER. DETAIL A NOTE 1: %- (OR GREATE OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6* O.C. EDGE AND FIELD F L P E#5 3311 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. LLED 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTA TYPICAL PORCH FRAMING DETAILS /�3TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS /'-2 SO.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF IKO)NS DAT�E kz_010/ ..�O AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT\\ WHERE APPUCABLE IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS ROOF ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS I j"/--0 2-SIMPSON H2.5T. B =FIELD ALTERAMN BOT. CHORD w/ 0.131x3" 0 3" O.C. CONTRACTOR SHALL CONTACT LOU FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. tt-----------t --- ------t I PONTIGO&ASSOCIATES PRIOR TO 2x4 SYP#2 CATS AT 12" -----------4 EI el MAKING ANY STRUCTURAL FIELD O.C. FASTENED TO TOP-- ,,"-ROOF TRUSS. ----------- H - MODIFICATIONS WHICH MAY VARY PLATE w/ 4-0.1310* 1114" SHEATHING FASTENED TO U FROM THE INTENT OF THE ORJGINAL COMMON. MAX. TOP PLATE w/ lOd 0 3" D.C. 0 CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO X1 I SHEARWALL IOTES: r BEING APPROVED BY LOU PONTIGO SYP B C ASSOCIATES MAY RESULT IN #2 CONT. ATTACH 1 0 j ADDITIONAL ENGINEERING OR 1 16* MAX. 1. ANY ALTERNATE MAY QJ 0-0 FASTEN CATS EACH END w/ TOP PLATE AND TRUSS BE USED. 3-0.131x3" COMMON TOE NAILS w/ 0.1310" 0 3" O.C. EDGE OF 2. USE ALTERNATE A. C 2x MAY OVERHANG TOP PLATE. SHEARWALL-/ AT EXTERIOR WALLS NLI III - 111110- SHEARWALL OR_/ SHEARWALL IL14- ENDING BETWEEN ROOF 5W 8dO3 SW 8dO ROUGH OPENING, SEE Tol' ROUGH OPENING, SEE EXTERIOR WALL TRUSSES. PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO TRUSS UPUFT TABLE AT LEFT STRAP KING POST 'RUSS UPLIFT TABLE AT LEFT ALTERNATE A ALTERNATE B ALTERNATE C POST BELOW WITH 2-CS16 POST BELOW WITH 2-CS16 3. USE ALTERNATE STRAPS WHEN FULL HEIGHT E & F FOR FLOOR UPPER 70 LOWER STUDS UPPER TO LOWER STUDS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT z 7/,611 OSR QIAPHRAGM FASTEN ROOF FLOOR DECK 10d 04*0.C. FLOOR TRUSS ATTACHMENT SW 8d /6: (2) CS1 8 STRAPS SW 8dO3/6: (2) CS1 8 STRAPS ANCHORS ARE NOT USED (8)- END STUDS 70 FOUNDATION (9)- END STUDS TO FOUNDATION HEADER UP CONNEC11ON TO NAILER w/ (1) ROW 8d TRUSS. 2x4 SPF#2 CONTINUOUS 2:2b TRUSS. _'5W 8dO3/6: HTT5 OR HDU5 'SW 8dO3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION 0 0 3" O.C. FASTEN TO TOP 7/ LEDGER FASTENED f?�' SOLE PLATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR PLATE wl (2) ROWS a- OSB TRUSS WEBS WITH SOLE PLATE ANCHORS CALL OUT CALL OUT OF 8d 0 3" O.C. BLOCKING w/3-0.131 x3m TEE SCHEDULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O PANNEL COMMON. 1: A H2.5T 0 32m O.C. TOP & SOT A LS1 8 0 32" O.C. Uj ------ 2x4 SPF FLOOR SHEARWALL NOTES SYP#2 2x4 NAILER FASTENED FRAMING 1. PROVIDE 3(6" OSB SHEA ING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN TO TRUSS BOT. CHORD w/ ALL AROUND FASTEN CATS EACH END wl 2x4 SYP#2 CATS AT 12- PROVIDE 2x BLOCKING AT L PANEL EDGES. C (1)MSTA24 STRAPS C (2)CS16 STRAPS (2) ROWS 0.131x3* 0 3" O.C. INTERIOR 3-0.131x3" NAILS 0 6" O.C. D.C. FASTENED TO TOP OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN 'S-k PLATE w/ 4-O.131x3" 2. PROVIDE A MINIMUM OR HTT4 HOLD DOWN AT BM OR HTT4 HOLD DOWN AT BASE SHEARWALL.- COMMON. END POSTS FOR SW. SW-2 '1-, 1- SHEARWALL OR 5-16d NAVA- EXTERIOR WALL (TYPICAL) FASTEN ALL INTERIOR S� TO ROOF OR FLOOR TRUSSES PER 5/SO.1 ALTERNATE Q ALTERN ATE E ALTERNATE F 4. INSTALL INTERIOR FOOTI G BELOW SHEARWALL PER DETAILS ON S1.O U z TYPICAL S EARWALL ELEVATION V*gN 7 HEADER TIE DOW SHEARWALL ATTACHMENT AT ROOF Et FLOOR PROVIDE SOLID BLO CKING WITHIN FLOOR SYSTEM AT SW END POSTS. 0 SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Uj I X F--\, < 4-12d TCE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE ACING NO AND SPECFICATICNS 8d COMMON NAILS ROOF NAILS (T�P.) L2x4 SYP#2 OUTLOOKERS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT ------- AT 3" O.C.(TYP) TRUSS 0 24" D.C. FOR T-BRACE SHALL BE 1x4 SYP#3 2x4 BLOCKING. FASTEN J OR BETTER OR 2x4 SPF#2 OR BETTER. EACH END w/3-10d H 3 OR H 2.5T HURRICANE CLIP 0 EA. (LION) WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. 16 71 2.)BRACING LUMBER SHALL INTERSECT AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRACE PER 4< w/ 4-12d NAILS AT EACH RAFTER. COMMONS (4) TRUSSES APPLIED THE WEB OF THE BRACED TRUSS, PER ROOF SHEATHING TO BACKSIDE OF WEB. 1.1 DELEGA D TRUSS ENGINEER. OVERFRAME RAFTERS, SEE PLAN. I 1 0 Z I I 3.)PERMANENT PERMANENT BRACING 2XIS BRACING APPL 101 WHERE NOTED ON TRUSS MFR. SHOP ANGLE FRONT SIDE OF WEB 1.1 DRAWINGS. THE CONTRACTOR SHALL ROOF TRUSS ROOF TRUSS SIMPSON H3 w/ 10-8d COMMON Is BRACE I I PROVIDE 1x4 SYP#3 OR BETTER SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER THESE STRAPS .I T-BRACE FASTENED TO BOTTOM CHORD BRACING TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP F WEB w/ 12d 0 6"O.C. PERPENDICULAR TO TRUSS BOTTOM SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. CHORDS AND ATTACHED TO EACH BLOCKING > 8'-0". T-BRACE TO BE THE TRUS WITH 2-8d COMMON NAILS. AT ALT, TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS SAME SIZE, SPECIES, GABLE END WALLS PROVIDE DIAGONALS A-SINGLE LEDGER B-DOLIULE LEDGER PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-Om FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB 101 AT END WALLS PROVIDE DIAGONALS 0 VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER /-GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR QTY. AND_/ TO BE BRACED. I I (APPROXIMATELY 457.) TO THE REACTION EDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. END W1 3-10d TOENAILS LOCATION. LE MORE THAN (1) LATERAL 1*1 ADJACENT EXTERIOR PERPENDICULAR 0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-1/4"OW SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE I I WALL BETWEEN EACH LINE OF BRACING U 776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-1/4"OW SOS SCREWS BLOCK TO DBL TOP AS SHOWN. TO FORM A ZIGZAG PATTERN ALL PLT W/ 1251-1540 2x1O w/ 10-0.131x3" 2-H2.5T CONSTRUCTED OF THE SAME BRACING 1540-1850 2x12 w/ 12-0.1310" MATERIAL. THIS REQUIRMENT IS NOT PROVIDE SOLD SPF#2 BLOCKING AT PANEL JOINTS ADJACEN NECESSARY AT HIP ROOFS. ALSO TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 0.1310" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO LEDGER A NOTES* WHERE A LEDGER IS INDICATED FROM BOT. CHORD OF TRUSS DM CHORD BRACING PROVIDE ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, TO DBL. TOP PLATE DIAGONALS IN THE END SPACE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT BETWEEN THE WALL AND THE FIRST ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP#2 LATERAL BRACE EA. LINE OF BOTTOM CHORD BRACING AT A ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 8-10 LSTA12 0 48" O.C. Q& DBL TOP PLT MAXIMUM SPACING OF 20 FEET. TYPICAL X-BRACE w/ 2-16d INTO BOTTOM- COMMONS TO GABLE TRUSS BOTTOM CHORD W/ CHORD OF EA. TRUSS. GABLE END BRACING SDWC15600 0 36" O.C. OMIT IF PERMANENT TRUSS BRACING FRAMING �LED�)GE�RA�TO�VE�RFRAME RAFTERS '10 SHEATHING OVERLAPS GABLE 12" MIN E GE E WHEN 9 \,�D-,11 NOTES: 1. SPACE GABLE END 13RACING 0 4'-6- MAX. kSO.1j SCALE: 3/4" l'-O* MIN 2 PLY STUD MIN 2 PLY STUD DETAILS IS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. 2. ALL MATERIAL TO BE SYP#2 %%moo, IN LIEU OF 2 STIJIDS IN UEU OF 2 STUDS L E T10'tUSS OT C� DER - C TRU T To L OT S 0 ENGSINEER N HOWN F R CLARIYTY ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS TO SISTER A GIRDER TRUSS TO SISTER A OR BEAM MIN 2 PLY 36* LONG STUD 36" LONG STUD OR BEAM FULL HEIGHT PLAN 1XI (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- WASHER ANCHORING SPECIFICATIONS 0.131x3" GUN NAILS FOL D OVER TOP PLATE (2)MSTA24 STRAPS 0.1310" GUN (2)MTS1 2 @ i(D SIMPSON HTT5 OR FASTEN w/1 8-1 Od FOLD OVER TOP PLATE NAILS ANCHORING SYSTEM: THE THREADED ROD ANCHORING HDU5. FASTEN (2)MTS1 2 FULL HT. SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w 0 DOUBLE SOLE ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE Z DO NOT SCALE DIMENSIONS FROM FULL HT. /18-1 OdA 26-10d COMONS SIMPSON DTT2 TOP PLATE. THESE DRAWINGS.IF A DIMENSION IS UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE UNCLEAR REFER TO THE W/8- Y�"Xlxo CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE DOUBLE TOP SDS SCREWS ARCHITECTURAL DRAWI SEE PLAN TOP PLATE, PROVIDE A 2*x 2"X W STEEL WASHER. o SIMPSON FULL'HEIGHT CONTACT THE E.O.R. PLATE FASTEN WITH A NUT AND ALLOW AT LEAST 3 (2)H2.5T (2)H2.5T WALL STUD i THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP-) 3fi- FULL HEIGHT MINIMUM 2 PLY LTT20B THREADED ROD I OR POST. WITHIN 6" OF i ROD STUD-\ THREADED ROO , MINIMUM FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM GIRDER (SEE PLAN) 2 PLY ORY PLAN NAME �EPDXIED 4" MIN AT 2ND ST PLATE 34* %7 THREADED STUD STUDS PROVIDE TERRANO-CARIBBEAN PROVIDE A HOLE IN THE LARGER THAN THE 2 PLY-� THREADED ROD L TURN TITEN HD AT 2ND STORY Xx6m TITEN HD STUD r DIAMETER OF THE THREADED ROD USED. MILE ROD EPDXIED X- THREADED ROD 2 CS1 8 STRAPS SEE PLAN i ELIEVA110N -COUPLER TIGHT STUDS PROVIDE DESIGN/DRAWN/CHECKED SINGLE CONTINUOUS RODS ARE PREFERRED. COUPLERS 7.5" MIN EPDXIED 4" MIN OR ATBASE OF STUDS AGAINST PLATE 1 CS1 8 STRAPS (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES .0, .0 ILOOR TO FLOOR) STEEL COUPLER WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS Y2W TITEN HD CS / MK /LAP (OPTIONAL, LOCATE FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED 0 SIMPSON TITEN HD ROD COUPLER I(FLOOR TO FLOOR) MINIMUM DATE ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE 0 RODS THD37634RC (%*x6;Y4") -2 PLY HOLD DOWN SEE PL0 AS NEEDED) VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO 0 STUD /-%* ROD = DTT2Z AT SILL PLATE AT TOP PLATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 0 10.14.15 SIMPSON DTT2Z %" ROD = H175 THE NJT ASM TmE LffffdXW KATE SHALL K SCALE FULL HEIGHT ANCHOR INSTALLATION CHART SECUffiD OV19t TW WASM M A SNUC-TIOHT W/B- X�Xix* H175 BUILT-UP POST, U - I FLOOR CoWTM I= OW-+" 1M OF A STANDAREII S SCREWS SEE PLAN. SEE PLAN. AS NOTED W04CH (AM0INIIATELY 30 IFT.-M OF=WJLI �MING THREADED D T) OM M SHIINNII(AGE AND i OF BLNLDM TRUSS ID. FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-TWIM NUT 70 30 TOLL-15-00586 THREADED ROD--- HOLE HOLE SPEC. DEPTH DIS NCE FT.-LOL OF Tel= AFIER ALL IRADES ARE FOUNDATION, 00MPL0E AND MOOR TO INS"1XK LPA NO. SEE PLAN PER PLAN. 3/8 1400 1400 2x2x1/8" 4.* 4w 2" 1 3w HTT5 or HDU5 QTT2Z Lu2m EMBEDMENT 5/8 %wo 1 3/4*0 3x3x/4" 7.5" 12' 2)r EPDXY ANCHORING: ALL THREADED RODS SHALL BE ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 N/A DRILLED & EPDXY ANCHORED. SEE INSTALLATION FULL HEIGHT TR CONVENTIONAL DEPTH(g) MONO.STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT-ROD FULL HEIGHT ROD SHEET FULL HEIGH ANCHOR REQUIREMENTS WALL -SECT`110N THREADED ROD INSTALLATION CHART WFULL HEIGHT ROD ALTERNATE HOLD DOWN ATTACHMENT DETAIL WHEN 16 GIRDER / BEAM STRAPPING Soo] rl2*N FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ATTACHMENT rl 4 ULL HEIGHT THREADED ROD SOA THIS DETAIL ONLY APPUES WHEN NOTED ON PLAN SHEET2 OF 9 S 'd E CH OF Sp SHEA1 I PE OD SHEA1 Lj ME-W OF Jim jLt5 8( PORCH HEADER c.t,r,j. �T-CORNtR P B 114 1 jrx To w 2xi QJ D Vso.11 ALTERNATE SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN -OVERLAP SIDEWkLL OVERLAP SIDEWALL Tr TOP PLATE TOP PLAIE OVERLAP SIDEWALL 11 1 . *-. . . . . ALWAYS PLACE TOP PLATE 2:F ALWAYS PLACE H A R AT HEADER AT TOP OF ROUGH TOP OF ROU GH OPENING OPENING 5 "0 THREADED ROD a HEADER . . . . . . . w/3x3x'/*" PLATE . . .. . . . . . . . . . . . A . . .. . . . . . . . . . . . . V HTT5 w/ SECOND STORY ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . H 75 W/ . . .. . . . . . . . . . . . . . . THREADED ROD TOP PLATE ELEV. . .. . . . . . . . . . . . . HEADER AT PACK NTH 2-ROWS OF 16d 1'X 0 Lou Pontigo and THREADED ROD 2 F — TOP OF ROUGH . . . . . . . --\I EPDXIED 12" OPENING RING SHANK NAILS 0 12" O.C. EPDXIED 12" MAX ssocia es, nc. 2)20ga STRAPS -- I Im LAULm TO JACK ATTACH GARAGE DOOR THRU 5� . . .. FEXTEND HEADER TO UPRIGHT BUCK DIRECTLY INTO EXTENDHEADER TO FAR SIDE OF WALL 420 Osceola Avenue (2)2x6 KING STUDS FAR SIDE OF WALL 7-6x6 POST AS SHOWN. Jax. Beach, Florida 32250 H TT5 W/ STUD PACK, PER GARAGE DOOR (2)2x6 2)2x6 SPF#2 AS SH OWN. 0 ..7 (2)2x6 JACK STUDS THREADED ROD-\ SUPPLIER JACKS Ph.242-0908 Fax.241-9557 EPDXIED 12" 4'-O"x4'-O* PIECE OF WALL 0 FOR TYPI 4'-O"x4'-O" PIECE OF WALL SHEATING INSTALL ATUPPER AND (1 V , ffHE10A:/DSE:0R- STRAPPING FL:CA#8344 SC:CA#3579 HTT5 w/ KING. SHEATING INSTALL AT UPPER HTT5 w/ (2)2X6 CORNER 1" BELOW GARAGE HEADER z z CORNER 1" BELOW GARAGE HEADER \9C' THREADED ROD JACKS ON EXTERIOR STUD (MMED AS DETAIL A (2)2x STUD CORNER\ THREADED ROD 0 ON EXTERIOR STUD (TRIMED AS DETAIL A AND (1) SHOWN) > EPDXIED 12" SHOWN) EPDXIED 12" KING.4 P.T. SOLE PLATE,�,, FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS SO% p Ozzy GARAGE HTT5 wl FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3* O.0 IN ALL FRAMING FLOOR SOLE F THREADED ROD HTT5 w/ 11� 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SI LLS) TYP. STUD TO LOWER FRAMING: ANCHOR THREADED ROD A MSTA24 OR CS18 STRAP EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP. A EPDXIED 12" 0 32" ON-CENTER % SOLE PLATE_/ ANCHOR GARAGE WING WALL SECTION A DDUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS N .53311 THICKENED SLAB EDGE 2 MSTA24 OR CS16 KING SILID 10 LOWER ... STRAP EACH EN -\ AT GARAGE OPENING. 6x6 POST WITH ABU66 D -RAMING 2 MSTA24 OR 5/,"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN OF WALL SEGMENT CS2 STRAPS S E0 4 4 w/ THREADED ROD S -10 NOTIES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4* WASHER. EPDXIED 12" MIN. *NORIO 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 2ND FLOOR ELEV. T FLOO1 IG 'LATTE N� 4 IYAt GARAGE WNG WALL ELEVATION L u i s A. Pontigo, P E L WOODBEAMJ FL PE#53311 wmm GARAGE HEADER FRAMING 2 GARAGE PORTAL WING WALL GARAGE WING WALL FRAMING LESS THAN 12' *EN 4 CONVENTIONAL STRAPPING DETAIL r�REVGMS DA 0.2 so. THII; DETAIL ONLY APPLIES WHEN NOTED ON PLAN �SO-2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 4 PORCH REAM SUPPORTPOST rRIELD ALTERAMN JACK STUD 13-k JACK STUD IF 4x4 IS SPECIFIED ON PLAN, STUD TO TOP PLATEo o AT DOOR AT DOOR USE (2)2x4 SPF#2 SUPPORT. SDMC15600 SCREW. CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO A MIN. (2)2x4 PT SYP #2 IF 6x6 IS SPECIFIED ON PLAN, WALL 0 32" O.C. MAKING ANY STRUCTURAL FIELD F24" MAX. +r. MODIFICATIONS WHICH MAY VARY e USE (3)2x4 SPF#2 SUPPORT. SHEATHING FROM THE INTENT OF THE ORIGINAL 12 MIN CONSTRUCTION DOCUMENTS.ANY RATED WALL SHEATHING w/ FIELD ALTERNATIONS MADE PRIOR TO W id Y4*x3X* 8d 0 6" O.C. EDGE & FIELD. ATTACH PORCH BEAM TO CS1 8 w/7-1 Ddxl h" PLAN VIEW PLAN VIEW SIMPSON LTT20B T BEING APPROVED BY LOU PONTK30 a TAPCON SUPPORT POST w/ (2)HTS20. EACH END 0 48" 1 ASSOCIATES MAY RESULT IN SCREW RECESSED IN SLAB O.C. STRAP ��AN BE ADDITIONAL ENGINEERING OR wIY2* THREADED ATTACH SUPPORT POST TO INSTALLED EITHER INSPECTION FEES. ROD EPDXIED 4" SOLE PLATE FOUNDATION WITH HTT4 FACE OF STUD CS18 w/7-10dx1h" ANCHOR w/ 5/,"04" EMBED EPDXY ROD. U.O.N. m EACH END 0 48" SYP#2 PT SOLE PLATE J O.C. STRAP CAN BE STUD TO BOT PLATE* CONC. CONIC. INSTALLED EITHER BOTPLATE M TRUSS SDWC15600 SCREW. SLAB -21 SLAB BOX COLUMN FACE OF STUD 4%4h" LAG SCREW-\ 0 32w O.C. MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR FLOOR 8d 0 3* FLOOR WITH ROUND VASHER WATER PROOFING AT S-.,/ USSES-//"' TRUSSE TR TRUSSES AT EACH FLOOR TRUSS LOWER PORTION OF OR JOIST. OF' JOIST. OR JOIST. z ELEVATION VIEW ELEVATION VIEW BOX COLUMN BY BUILDER LIF PT MATERIAL IS NOT USED. OPTION 8 BEAM SEE OP TI ON A OPTION B OP 11 ON A OVERLAP PLAN STRAPPINg- SHEATHING oPTION Q DROPPED BEAM Uj -'*N B VMEN 7 VEO..' BEAM WMEN 5 FRONT ENTRY JAMB FASTENING r6 OX COLUMN DETAIL WALL STRAPPING 0 ON PLAN 0 so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 0. THIS DETAIL ONLY APPLIES WHEN NO LU KING STUD To Top P AT17- U SDWC1 WOO SCREW. V*fm 8 WALL STRAPPING DETAIL 0 so. STUD M MP PLATE& STUD TO TOP PLATE@ 4< Uj SDWC1 5600 SCREW.-o SDWC15600 SCREW.-o 0 320 O.C. 0 32w O.C. SPLICE 24 x 4'-6" P.T. SYP NO.2 2x4 BLOCKING\ 4-0.1310" TOE NAILS (2 EA. SIDE) EXPOSED RAFTER TAIL TO EACH ROOF 2x4 OUTLOOKER H3 0 EA /AT 24* O.C. N07E(3) TRUSS 0 24" O.C. HEADER TO JACK STUD OUTLOOKE PLACE GABLE END TRUSS 1-MSTA24 f TO THE INT. FACE OF ROOF BALLOON FRAMED WALL 4< STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP FRAMING PLAN AND BOTTOM CHORDS TO SCHEDU 5-12d TOE BALLOON FRAMED WALL S%04 00 zuj 2x4 BLOCKING AT,,,, "\NAILS EACH STUDS w/ 2-0.131X3" PRE-ENGINEERED- 48" O.C. BETWEEN TRUSS NAILS AT EA. STUD. WOOD ROOF TRUSSES. 2x SPF BLOCKING GABLE AND FIRST 12d COMM N RIPPED TO FIT SOT PLATE M FRAMING, SOT PLATE TO FRAIMING_ INTERIOR TRUSS. FASTEN GABLE END WIRE NAILS WITH CAP SHOWN EJELOW CS180 32" O.C. BELOW CS180 32" O.C. TRUSS wl FULL HT. 0 4* O.C. ANCHOR AND HA4 STAGGERED SOFFIT, SEE EA. END It pe) ARCH. HI --------- 2-- --Zzzzz=. ---- --- --------- DOUBLE 1 x4 P.T. SYP C) TOP PLATE V-4" FASCIA U SHEATHING MAY CONVENTIONAL SW \_TERMINATE AT ANCHOR PER SCHEDULE. TOP OF DBL. NO FULL HEIGHT ANCHOR o TOP PLATE. Ile— REQUIRED. WALL STRAPPING DETAIL WALL STRAPPING DET�11 BALLOON FRAMED GABLE END RAFTER TAIL DETIAL misc WiEN 9 WHEN 10 m THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Vo ZI M NG DPTAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR PLAN NAME TERRANO-CARIBBEAN DESIGN/DRAWN/CHECKED CS / MK /LAP DATE 10.14.15 SCALE AS NOTED TRUSSID. TOLL-15-00586 LPA NO. N/A SHEET S002 SHEET3 OF 9 SYMBOLS LEGEND F7mM a] DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS Lou Pontigo and BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA#8344 SO CA#3579 Pom� \GENSe!oopo v N o.,1�3 3 11- S E OF 41*1 .6 It 2 3 At- 9 1.0 1.0 1.0 1.0 L u i s A. Pontigo, PE p p, FL PE#53311 -- ------- ------- REVISK)INIS ----------- -------- X DA 1.01 CONNECT MONO TO STEMWALL w/2-#5x3O" DOWELS EPDXIED 4" MIN. 1.0 10 1 10 0 rFIEUD AL"MRATON 3:: 1 _F_ 1.0 1 UtJ CONTRACTOR SHALL CONTACT LOU L V) 1.0 PONTIGO&ASSOCIATES PRIOR TO 6 MODIFICATIONS WHICH MAY VARY �WCUT FROM THE INTENT OF THE ORIGINAL 1.0 CONSTRUCTION DOC -71 11 FIELD ALTERNATIONS MADE PRIOR TO XXXXXXXXXXWOXXXXXX��KQ^_^_ BEING APPROVED BY LOU PONTIGO ft F2.0 I ASSOCIATES MAY RESULT IN L 7 1 11 ADDITIONAL ENGINEERING OR -0 Fq _j 6 L 1.0 I IH U PAVERS 4" CONCRETE SLAB w/ i ni)/ Lf) BY OTHERS FIBERMESH @ 1.5 LBS/C J.YD. Uj 1XI XA XA XA 1XI OF CONCRETE OR 6x6 V -.4-xVfl. _J WWF ON 6MIL VAPOR B/i IN PREPARED GRADE.-\ PAVERS Uj ISOLATED 1-0 FOOTING SEE PROVIDE SAW CUTS PER BY OTHERS Z 4/S1.01. 2/S1.01, BUILDER TO F_ COORDINATE WITH FINISH E FLOOR MATERIAL. L �F3.0 F2.5 F3.5 L Uj F3.0 9 '�L Oy CO! T� CONNECT MONO TO I IV z LU STEMWALL w/2-#5x3O ov Z DOWELS EPDXIED 4" MIN. �Fl 0 L 9 1.0 1.0 MONO FOUNDATION PLAN 00 NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME r TERRANO-CARIBBEAN FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD DESIGN/DRAWN/CHECKED FOUNDATION PLAN CS / MK /LAP BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" 0.C. SCALE: 1/4" 1'-0" DATE UNLESS OTHER NOTED 3-#5 EA. WAY BOT. it-Opp 2'-Ow 21-0*0 F2.0 10.14.15 3-#5 EA. WAY BOT. it-011 2#-6'# 2'-6" F2.5 SHEARWALLS 24" 0.C. SCALE 3-#5 EA. WAY BOT. it-Ott 30-Opp 31-0" F3.0 (SW 8d*3"/6-) AS I NOTED is-Opt 4-#5 EA. WAY BOT. 38-61' S-61" F3.5 SOLE PLT 0 0 1. WHEN NOTED ON PLAN TRUSS ID. -1 it SEE NOTE 2 4-#5 EA. WAY BOT. _O" 40-01' 4'-Opp F4.0 TOLL-15-00586 4-#5 EA. WAY BOT. 41-6 4*-60* F4.5 1. INSTALL SOIE PLATE ANCHORS PER DETAIL LPA NO. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 3/SO-O N/A FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, SHEET STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR REFERENCE ONLY. EXAMPLE - SOLE PLT 0 36" = 36" 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ON-CENTER SPACING S 1 0 0 3. SOIL COMPAC11ON AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED SHEET 4 OF 9 PROCTOR IN ACCORDANCE WITH ASTM D 1557. TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING ANCHORAGE PER TYPICAL WALL FRAMING AND ANCHORAGE CONSTRUCTION SPECS. /-AND ANCHORAGE PER PER CONSTRUCTION SPECS. CONSTRUCTION SPECS. L=u 7ontigo and 1#5 CONTINUOUS, PROVIDE Associates, Inc. CORNER BARS (TYPICAL) OLE PLATE ANCHOR, 420 Osceola Avenue MONO SLAB FOOTING' AT PORCHES, 1—#5 CONT., PROVIDE SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Jax. Beach, Florida 32250 WHEN SPECIFIED ON PLAN. CORNER BARS (TYP.) BLOCK w/ 1—#5 CONTINUOUS Ph.242-0908 Fax.241-9557 1z FL:CA#8344 SO CA#3579 SEE ARCH PLAN // - I 1%\ A . SLAB ON GRADE, 4 -1 SLAB ON -- SEE PLAN. 51 2 0 GRADE, 17 1 44 A 4 r SEE PLAN. 4 GRADE OR CONIC. AT WALLS GREATER THEN SLAB, SEE PLAN_N`� E S 4'-0" HIGH, NOTIFY E.O.R. % 4- X-_ FOR TEMPORARY BRACING N 33 8" CMU STEM WALL W/ LAYOUT PLAN. In STEMWALL REINFORCEMENT SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ON 4 #4 VERTICAL DOWELS @ 241, O.C. X 4 4 4 S E OF PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. GRADE— :T4 90" BEND INTO FTG. CMU SEE PLAN REINFORCING < 4 00 COURSES #4 DOWEL TO MATCH -A 77 y\v \ /// 7- WALL REINFORCING. 4 nA1 At < 1 TO 6 #4 VERT. 0 48"O.C. 0 ONT. CONCRETE FOOTING L u i s A. Pontiso, PE 7 TO 10 #4 VERT. @ 24"O.C. -.4 :q4 STEMWALL, SEE 1 /S1 .0 CONTINUOUS CONCRETE FL P E#5 3 3 11 T 11 TO 12 #4 VERT FOOTING 0 8"O.C. oil 8 x16" 1—STORY, w/(2)#4 CONT. CLEAR YP )�3 STEMWALLS OVER 6 COURSES TO T DNS DATE ros 10 x20" 2—STORY, w/(3)#4 OR (2)#5 CONT. HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER 10 x20" COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. STEM WALL EDGE AND FOOTING K__2� FOOT�ING W/ SHOWER RESESS GARAGE STEM WALL S1.01 (SIM. AT PORCH EDGES w/o WALL) S1.01 (IF REQUIRED) S1 .01 (IF REQUIRED) �FIELD ALTERAnON CONTRACTOR SHALL CONTACT LOU PONTIGO a 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. STEP, SEE ARCH. 4 TYPICAL WALL FRAMING (4" M A X.) EQUAL TO SLAB THICKNESS. AND ANCHORAGE PER,,,. FOR MONO—FOOTING CONSTRUCTION SPECS. NOTES, SEE TYPICAL 7B @ SLAB RECESS LD MONOLITHIC EDGE FOOTING SLAB ON__1 DETAIL 1/S1.01 BRICK VENEER IS ACCEPTABLE WITHOUT GRADEV INCREASE OF FOOTING WALL FRAMING WALL FRAMING—\ 0 SEE PLAN. SIZE. 1 DEEP SAWCUT w SLAB ON GRADE, ELASTOMERIC SEALANT SEE PLAN k 2—#5 CONT. STEP, SEE ARCH. PLAN. SLAB ON 4 � 4 - - ALT. FOOTING AT Uj a. .*,d -4� LU -7-4, En 4. _,k_SLAB ON GRADE, BUILDERS DISCRETION. 4. v 4q A 00 '14 4 4 ' 14 - SEE PLAN. GRADE, 4 NOTES: _�SEE PLAN. 1) PROVIDE SAACUTS TO CREATE AL .0 0 16' X 16" MAX. SQ. APPROXIMATI- 4 2) SAWCUT CONC. SLAB WITHIN 4 TO 7 3—#4 HOOKED CONC. PLACEMENT. OPTIONAL REINFORCING, 3* 24 Il VERTICALS 8" O.C. SEE SCHEDULE. 12 HOURS 0 2" FLAIR 8"x1 6....... 1—STORY, w/(2)#5 CONT. Uj 8 1 8"x2O" on 2—STORY, w/(2)#5 CONT. 8"x16" 1—STORY, w/(2)#5 CONT. ISOLATED FOOTING, 8"x20 2—STORY, w/(2)#5 CONT. SEE FLAN D MONO. FOOTING AT STEP-DOWN 0 ISOLATED FOOTING SAW CUT DETAIL �0_6� BEARING AT INTERIOR r4 SCALE: 3/4" 1'-0" �1-�01 Uj -�01 0�, \I.�-o 1 0 'D Z 00 U TYPICAL WALL FRAMING CONT, OPEN LINTEL BRICK �/4 AND ANCHORAGE PER BOND BEAM w/ P VERS MATCH DOOR CONSTRUCTION SPECS. 1—#5 REBAR. BY OTHEI . WITH, SEE ARCH. RECESS I—L SLAB ON r NQ 4� GRADE, PROVIDE HORZONTAL JOINT SEE PLAN. _T FOUNDATION REINFORCEMEqT AT 16" O.C. 8" CMU W/ #4 @ 48" PAVING SLAB ON VERTICALLY, 'EVERY OTHER O.C. CENTERED, GROUT '4al ALL CELLS. BY BUILDER DETAILS .4 12"xl 2" z 4 GRADE, COURSE) 1#5 CONT. DETAIL 10B SEE PLAN. E.J. X -14 3" CLR. MATERIAL < 00 SLAB QN d A GRADE 2� X 0 0 DO NOT SCALE DIMENSIONS FROM BRICK VENEER, N q- E PLAN. THESE DRAWINGS.IF A DIMENSION 6 SEE ARCH 40 ALT. FOOTING AT b A UNCLEAR REFER TO THE BUILDERS DISCRETION. _j ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. A 3 @ 48" 0.C. THICKENED EDGE PLAN NAME #4 DOWEL W/ _4 ROD CHAIRS (TYP.) to 2—#5 C NT w/ 1—#5 CONT. TERRANO—CARIBBEAN 6 HOOK DETAIL 10A 4 @ 24" OC 12 1—STORY, w/(2)#4 CONT. w/ # DESIGN/DRAWN/CHECKED 00 _D OR 20 CENTERE, CS MK /LAP 16 2—STORY, w/(2)#5 CONT. ROD CHAIRS DATE 6 6"x8" EXTENSION FOR BRICK 10.14.15 LEDGE ADD 1—#5 CONT. SCALE BRICK LEDGE DETAIL THICKENED SLAB AS NOTED STEMWALL AT PORCH rimo TRUSS ID. MONOLITHIC EDGE FOOTING r8 S1.01 TOLL-15-00586 LPA NO. SCALE: 3/4" 1'—Oft -�01 N/A SHEET S1601 SHEET 5 OF9 SYMBOLS LEGEND HTS1 6 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES, 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET = 4. WHEN USING (2)H2.5T CLIPS ON 111/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSSAssociates, Inc. FASTENING DETAILS 420 Osceola Avenue jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 N. PO)v ENS No.53311 S OF to "C' 10, -P 4 4 R IV 12 "�F SHEATH UPPER WALL Nv STUD DIRECTLY 0 i PORCH CEILING AT so. `#` S/ NAL 1 THRU LOWER ROOF BELOW TRUSS TOP PLATE TO BOTTOM CHORD OF TO WALL BELOW SDWC15600 STUD SDWC15600 SO.1 TRUSS SEE 2/S0.1. L u i s A. Pontigo, PE (2)H TS1 6 ff F L P E#5 3311 Q A, TRUSS TIE DOWN WITH SIMPSON SDWC ............. I I I I rq DAM� Y) ce) C1 CY) C1 In In In In 1- 1�_ I- I- 1�_ 114 L u_ U_ LIL LL u_ L . u_ u_ U_ U_ U_ U_ U_ U_ u_ U_ U_ u_ — 5 0 0 0 0 0 0 Rafter to Top Plate shown I I Optimal 2 + 30' "*)i 2x6 SYP#2 LEDGER. - - -- - - - - - - - - - - - rFIELD ALTERATION INSTALL OVER WALL CONTRACTOR SHALL CONTACT LOU SHEATHING. FASTEN 10 STUD DIRECTLYI PONTIGO&ASSOCIATES PRIOR TO BELOW TRUSS MAKING ANY STRUCTURAL FIELD 1^0 w -10d @ 16" O.C. MODIFICATIONS WHICH MAY VARY /5 '\�o J-1 )i"Max CONSTRUC TION DOCUMENTS.ANY C14 C14 (2)MSTA24 C14 C14 C14 FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a co (n co SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN 2 2 '4 2 �fll I I I I - I FG01 u r-- r2 LL 1. Sloped—roof rafters may be sloped up to and including SO.1 -- --- - -- - - a 12:12 pitch and must be *birdsmouth" cut. LIL 2. Reference detail 4 for installation instructions. -- - - -- - - - - (2)2x8 BLOCKING It g It In In LO 0 a 0 0 a a W/A35 ANGLE EA-\,, LL UL LL LL U_ LL LL U_ u_ U_ END. (BELOW POST Ln 00--_ LU 711 L-L r- \\-(2)HTS1 6 r/ MSH427 _EJA�I 22,_ X �;I 1UF" I z C14 C14 __j _j (2)H TS 6 V T_ co 0 0 Ito (0 co oo co (n co M co T_ Ir- T_ Ir- T_ Uj o a C:) U_ U_ U_ U_ 11- LL CID CD (D u_ 13 8 LA_ X 3: X V 3: X: 3: VX 1301 I STUD NOT DIRECTLY - -- ---- - F02 z --4(2)HTS1 6 BELOW TRUSS SDWC15600 F02 JUS24 --- - - - - - - T07 _NgIC Reference detail 2a for installation angle limit 4< Uj F02 I OSB BLOCKING- �JM24 F02 0 PAN T06 SDWC INSTALLATION - - - - - - -- - EL SEE 7 6E/( 0.1.- F02 'JUS2\4 - - - - - - -- -- - - - - - - -11 0 T05 Rafter to Top Plate shown FO M (Truss to Top Plate similar) LIL 12 JUS24 11 1 1 11 Uj F02 so. 0 Z F02 LJUS24 STUD NOT DIRECTLY -- - - - - - - -- - --------- - -- - To�;; BELOW TRUSS LM 7:F-02 1111 Al NLI....... I" ILI N7---- 2X6 RAFTER Do not install SDWC in hatched area (2)HTS1 TAIL SEE (D 0 12/SO.2. SDWC15600 �SO.V/> U 12 Overhan 1 1/2- MIN so. _96 2" MAX SDWC INSTALLATION RANGE Products Floor Truss Connector List FLOOR AND DnOF To' 1SS PlotID Length Product Plies Net Qty, Manuf Proc uct Qty Rafter or Truss F1303 23-02-00 13/4 If x 16" LVL 3 3 USP IVISF 422 8 X"" minimum edge PLACEMENT distance for full F1302 19-05-08 13/4 x 16" LVL 2 USP THEA6 14 values (with or Splice may be in upper or PLAN without a plate lower plate F13011 7-07-08 13/4 x 16" LVL 2 splice) STUD WALL. DO NOT SCALE DIMENSIONS FROM CONT. SHEATHING TO BOT. OF SEE PLAN. THESE DRAWINGS.IF A DIMENSION 15 FLOOR TRUSS. NAIL TO EA. FLOOR r UNCLEAR REFER TO THE FULL DEPTH TIOBERSTRAND XV from top plate ARCHITECTURAL DRAWINGS OR TRUSS w/2—ROWS OF 8d COMMON OR LVL BLOCKING NAILS 0 4" O.C. BETWEEN EAC splice Offset PANI TRUSS OR for full values STUD NOT DIRECTLY CS1 6 STRAPS BLOCKING L. TO RIBBON BOARD I TERRANO—CARIBBEAN 0 32" O.C. FASTEN BELOW TRUSS PLAN NAME & BLOCKING w/ 2-8d NAILS. SIMPSON LIP4 BETWEEN FLOOR AN[ ROOF TRUSS PLACEM�NT PLAN EACH FLOqR TRUSS N/DRAWN/CHECKED (NOT REQ(jRED FOR OSB CS / MK /LAP BLOCKING ANEL SCALE: N.T.S. CONT. 2x4 NAILED TO EACH DATE TRUSS w/2-12d COMMON SDWC AT TOP PLATE SPLICE 10.14.15 N OTE: NAILS SCALE 1. FASTEN ROOF TRUSE_ TO TOP PLATE w/ 2-12d TOENAILS AND 2x4 BLOCKING BOT, AS NOTED UPLIFT CONNECTOR, SEE PLAN. OF FLOOR TRUSS TRUSSID. ATTACH TO FLOOR TRUSS w/2-12d TOENAILS STUD WALL, TOLL-15-00586 LPA NO. SEE PLAN. SIMPSON MTS1 2 N/A 0 EACH FLOOR TRUSS SHEET Sle2 SHEET 7 OF9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. F7m min FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET Q& 4. WEN USING (2)H2.5T CLIPS ON 1'/2* WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. L Lou Pontigo and TRUSSAssociates, Inc. E7 A 420 Osceola Avenue F-/-NSTENING DETAILS Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 P0 NS E No.53311 STA OF 4: 12 R 10 so. STUD DIRECTLY TOP PLATE TO BELOW TRUSS SDWC15600 STUD SDWC15600 Luis A. Pontigo, PE FL P E#5 3 3 11 loo"/ TRUSS TIE DOWN WITH SIMPSON SDWC . ........ V� 1-) 4:1 o'4 ly) V) 0 UNS DA-M� a ter to op Plate shown Truss to Top Plate similar Optimal 2 T1 8 0 T18 0 z la V 30* EJ06 tjU rFIELD ALTERATICIN EJ06 IJIU0 CONTRACTOR SHALL CONTACT LOU I STUD DIRECTLY PONTIGO Ek ASSOCIATES PRIOR TO Kl�2� BELOW TRUSS MAKING ANY STRUCTURAL FIELD \,,S_ 0- MODIFICATIONS WHICH MAY VARY so. EJ06 EJOS )(2*MGX FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTK30 a SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN rm 106 E 1111111121 11,; --glIM 1. Sloped-roof rafters may be sloped up to and including EJ06 006 a 12:12 pitch and must be *birdsmouth" cut. _j 2. Reference detail 4 for installation instructions. H I - Vill 12 r EJ09-- JU10 so. SON SDWC INSTALLATION RANGE > EJ06 I EJU10 0 /1 2\ IN V) on7l E - orX/1A '0" 00 EJ06 Uj /JU�2, CID 0 r) r) T_ r- r- V EJ06 oo E7 JUS21, F- - F 11.,,4 EJ06 JUS24 �1, SO.1 LLJ JUS2 00 D D A EJ09 A orz/14P &%zV,o z z STUD NOT DIRECTLY BELOW TRUSS. _nAj SDWC15 2 Uj h2i% Reference detail 2a for installation angle limit Vol 12 SDWC INSTALLATION 006 PORCH CIELING SHEATHING AT BOTTOM x-/X EJU10 CHORD OF TRUSS SEE Rafter to Top Plate shown (Truss to Top Plate similar) 2/S0.1. 0 LLJ 0 D Z Y) T17 STUD NOT DIRECTLY BELOW TRUSS C:) —17 7—Yr-7 Z I 1. 7 7 —1— 7 7 7 7"17 14 _fl oel Z_Z Z,/,/l Do not install SDWC in hatched area 0 SDWC15600 PORCH CIELING U SHEATHING AT BOTTOM 12 �j 1/2' MIN CHORD OF TRUSS SEE so. 0�veang 2" MAX 2/S0.1. SDWC INSTALLATION RANGE TRUSS Roof Truss Connector List Manuf Product Qty Rafter or Truss PLACEMENT USP JUS24 27 V minimum edge distance for full PLAN values (with or Splice may be in upper or without a plate lower plate Splice) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 15 UNCLEAR REFER TO THE XV from top plate ARCHITECTURAL DRAWINGS OR splice Offset CONTACT THE E.O.R. for full values STUD NOT DIRECT BELOW TRUSS PLAN NAME r TERRANO-CARIBBEAN ROOF TRUSS PLACEMENT PLAN DESIGN/DRAWN/CHECKED SCALE: N.T S. CS / MK /LAP DATE NOTE: SDWC AT TOP PLATE SPLICE 10.14.15 1. FASTEN ROOF TRUSS TO TOP PLATE W/ 2-12d TOENAILS) AND SCALE UPLIFT CON�ECTOR, SEE PLAN. AS NOTED TRUSS ID. TOLL-15-00586 LPA NO. N/A SHEET S104 �SH E E�T9�O F�9