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1789 ATLANTIC BEACH DR - NEW HOME DRAWINGS TO THE BEST OF GW IBWWW9,THE DESIGN DEPICTED ONIMS DRAWING COMPLIES WITH THEAPPLICABLE MINIMUM BUILDING CODE IN EFFKTAS OF DATE OF.CERTIFICATION BELOW. LnV Nov.25, 2015 N qF F� P� 4P fE LU zO rlrllz IV C7 9 99�kN S 0 00 OVAN G. DRUMMOND,AIA AR 96399 Z li O a Z O w X: _ LU 0C � d 10101 a C:) o GRAPHICS ABBREVIATIONS a w � M ,L � PARTIAL SECTION INTERIOR ELEVATION ,� a a # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER ¢, H g o W ¢ _ DETAIL NUMBER _ DETAIL NUMBER & AND FLR. FLOOR SQUARE INCH d H 4— > Co LIST OF DRAWINGS DRAWING NUMBER _ DRAWING = EQUAL FND. FOUNDATION PSL PARALLEL STRAND O A o LU j W ___ _ _ NG NUMBER @ AT F.P. FIREPLACE LUMBER U w z = � C1 Cover Sheet - Index of Drawings BUILDING SECTION DETAIL CALL-OUT A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM m Ln 8IT 0 ¢ �- ABV. ABOVE FT. FEET P.T. PRESSURE TREATED Oo F z GN1 General Notes DETAIL NUMBER _ DETAIL NUMBER ' A LU S o - _ - ADJ. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD d P g `f' ___ DRAWING NUMBER DRAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER o > o — A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOODLU AHU AIR x o z SLAB ER UNIT L - L B LAYOUT ALT. ALTERNATEG.A. GAUGER RISER LU = o CEILING HEIGHT CHANGE a � a A O ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR w —" o A1.82 Slab Layout for Coastal CENTER LINE GFI GROUND FAULT RAD. RADIUS Z A Ce W Z A1.N Slab Layout Notes Details and Schedules A U U) ¢ Y B.B.Q. BARBECUE INTERRUPTER REF. REFRIGERATOR d � I w a U ELEVATION MARKER SPANISH TILE BD. BOARD d 0.4 A w w °C z B.F.F. BELOW FINISH FLOOR GL GLASS REINF. REINFORCING � o SHAKE SIDING G.W.B. GYPSUM WALL BOARD RM. ROOM a U) SLAB RECESS BOTT. BOTTOM O A z Z FLOOR PLANS % SIDING BR. BRICK R.O, ROUGH OPENING �+ x _ ¢ H HIGH RQD. REQUIRED �- WALL BKFST. BREAKFAST ® o FRAME BEARING BRICK HB HOSE BIBB R & SH ROD & SHELF19, 0 o A2.82 First Floor Plan for Coastal HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL CALC. CALCULATIONS F9w N F' z ¢ A3.82 Second Floor Plan for Coastal INTERIOR WALL (NON-BEARING) 0 STUCCO FINISH C.J. CONTROL JOINT 0 o HGT. / HT. HEIGHT o A3,N Interior Elevations, Stair Section and Schedules CMU MASONRY WALL 0 EARTH CL CENTER LINE HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET j - J CLG CEILING [� GABLE END WALL INSULATION SGL SINGLE c� m CMU CONCRETE MASONRY UNIT INSUL INSULATION T . SHEET FRAMED KNEEWALL DECORATIVE STONE C.O. CLEAN OUT I.L.O. IN LIEU OF LU aSo INT EXTERIOR ELEVATIONS o DROPPED SOFFIT 0 PRE-CAST LINTEL/ HEADER COL, COLUMN SHWR. SHOWER � z �w COMP. COMPRESSOR SL. SLIDER DRAWN BY Ce °C CONC. CONCRETE KS KNEE SPACE SPECS SPECIFICATIONS S.PROFFITT LU A5.82 Front & Side Elevations and Notes for Coastal U_ CoS.P.F. SPRUCE PINE FIR z CONT. CONTINUOUS z o A5.1.82 Rear & Side Elevations, and Roof Slope Plan for Coastal L LONG SPRG. PT. SPRING POINT CHECKED BY mc) ¢ Ce A5.2.82 Exterior Details for Coastal DB. DOOR BELL LAV LAVATORY STD, STANDARD LU LU DBL, DOUBLE LDRY LAUNDRY STL. STEEL F.MEZA LIN LINEN STOR, STORAGE SCALE LU DR.& SH. DOUBLE ROD AND SHELF LT LAUNDRY TUB DECO. DECORATIVE 22 X 34 = SCALE AS NOTED o > o —' T TOP o F- ¢ BUILDING SECTIONS DET. DETAIL M.,B. MASTER BATH T&G TONGUE & GROOVE 11X17 = 1/2 NOTED SCALE U_ LU U) DIA. DIAMETER MAX MAXIMUM TEMP. TEMPERED 0 0 Ce A7.82 Building Sections for Coastal DIM. DIMENSION M.C. MEDICINE CABINET THK. THICK SHEET DATE � o DN DOWN MFR. MANUFACTURER T,0. TOP OF 11-19-15 °C DR. DOOR IFIL. MILLIMETER T.0.B.B. TOP OF BOND BEAM ao � DS. DOWNSPOUT MIN. MINIMUM TR. TREAD SHEET REVISION INFO a o z DIFFUSER LAYO U I D.S.S. DENSE SELECT STRUCTURAL MIRR. MIRROR TRAN. TRANSOM _ mU DW DISHWASHER MLDG. MOLDING TYP. TYPICAL zLU o V M1.82 First Floor Diffuser Layout for Coastal DWG DRAWING M.P.H. MILES PER HOUR z M2.82 Second Floor Diffuser Layout for Coastal E EGRESS MT METAL THRESHOLD UC UNDER COUNTER m ° w E.E. EACH END U.N.O. UNLESS NOTED LUo o E.W. EACH. WAY N.T.S. NOT TO SCALE OTHERWISE zz = w LU EL. ELEVATION O.A. OVERALL V.B. VAPOR BARRIER SET REVISION INFO o -� W Uj ELECTRICAL LAYOUT OUT ELEC. ELECTRICAL O.C. ON CENTER VERT VERTICAL °C >- CL ENCLOSURE O.H. OVERHEAD V.T.R. VENT THROUGH ROOF ¢ a m ENENGINEERED a o > Z E1.82 First Floor Electrical Layout for Coastal EQUIP EQUIPMENT OPT. OPTION(AL) W WIDE o :5- E2.82 Second Floor Electrical Layout for Coastal EXT. EXTERIOR OPNG. OPENING WITH �-- w --r- W OSB ORIENTED STRAND BOARD / o � w rn W.C. WATER CLOSET SHEET DESCRIPTION w o z PED. PEDESTAL SINK WD. WOOD z w o STANDARD NOTES & DETAILS POLY POLYVINYL WDW. WINDOW COVER P.S.F. POUNDS PER W,L.C. WALK-IN CLOSET SHEET oCe u o D3 Standard Notes and Details HOUSE ELEVATION ABBREVIATIONS SQUARE FOOT WP GFI WATERPROOF GFI w > v D7 Standard Notes and Details W.W.M. WELDED WIRE MESH z z = z D8 Standard Notes and Details DESIGN CRITERIA ABBREVIATION FULL NAME ELEVATION CODE W.W.F. WELDED WIRE FABRIC LU ¢ ¢ MAN. MANOR 03 W o TWO STORY - FIRST FLOOR FRAME SINGLE FAMILY RESIDENCE - GROUP R3 wIL. WILLIAMSBURG 07 PROJECT NAME Ce U � PRO. PROVINCIAL 08 0 0 W SECOND FLOOR FRAME BUILDING TYPE: V - B CHA. CHATEAU 09 ATLANTIC BEACH oP­10 DESIGN BASED ON FLORIDA BUILDING CODE RISK CATEGORY: II VER. VERSAILLES io AMBASSADOR ¢ CLA. CLASSIC 18 � W 5T EDITION 2014 - MED. MEDITERRANEAN RRANEAN 19 W ( ) WIND DESIGN BASED ON ASCE 7 10 DUVAL COUNTY Z o w 0 0 F.B.C. 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH TRA, TRADITIONAL 20 cyl_ z COU. COUNTRY MANOR 21 LOT/BLOCK 39 z o z F.B.C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH HER. HERITAGE 22 TBI NUMBER 39 CMN. CIMMARON 28 Z F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE - B MODEL z w o a MSN. MISSION 30 o z � F.B.C. 5TH EDITION (2014) ENERGY ENCLOSED BUILDING CFT. CRAFTSMAN 31 � W ¢ R z a- > SCL. SPANISH COLONIAL 32 AN T `OPEZ W o CO JSERVATION INTERNAL PRESSURE COEF. +. 18/-. 18 BOR. BORDEAUX 33 ELEVATION NAME LU U o z F.B.C. 5TH EDITION 2014 FUEL GAS , Z ~ W `_ ( ) FOR WINDOWS & DOORS SEE FLOOR BRO. BROUGHAM 39 _ z Ce o F.B.C. 5TH EDITION 2014 ACCESSIBILITY REN. RENAISSANCE 40 COASTAL t� Q � � PLAN FOR ACTUAL PRESSURES LU VIE. VIENNA 41 (f') vi ix__: NATIONAL ELECTRIC CODE 2011 (NEPA 70) THIS DRAWING AND DESIGN IS VALID TUS. TUSCAN 44 z = ,� Z N.F P.A. 101 2014 FOR 12 MONTHS AFTER THE DATE IT CLS. CALAIS 46 ~ CAR. CAROLINA 48 z SHEET NUMBER �' W AS E 7-10: MINIMUM DESIGN LOADS IS SIGNED AND SEALED OR WHILE Q LU z = cn ITV. ITALIAN VILLA 58 W FE A RULES & REGULATIONS CURRENT CODE IS VALID sHN. SHINGLE 62 LU _ o z CO U PBC. PALM BEACH 80 J Z J V_ _j-0 o U_ CRB. CARIBBEAN 81 < UF-0 CST. COASTAL 82 J ERIAL NUMBER 1010.0 TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION TolliE AWING OF WOMPUEwMTHEAPFUCA IGMNIMUMB BON MS UILDING DMWING CDMPLIES WITH THE APPLTGBLE MINIMUM BUIU)ING WITH SPECIFIED F CODE IN EFFECT AS OF DATE OF-CERTIFICATION BELOW. Ln S CI IED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE m SECTION R318 PROTECTION AGAINST TERMITES AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, N Z � ZO�� z SHALL BE PROTECTED WITH WINDOWS DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE _ zz t N TERMITE PROTECTION SHALL BE PROVIDED BY EGISTERED TERMITICIDES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT cn PESTICIDES, BAITING SYSTEMS, AND PESTICI ES APPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (MOA). THE NOA SHALL DEFINE THE OF F4 MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE OF TERMITE PROTECTION LABELED FOR USE A REVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. (@)w APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL = SECTION 202 REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. G�, = o PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND m DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT; SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, >- w "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD r aR 399 0 0 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 nV v DEPARTMENT OF AGRICULTURE AND CONSUMER, SERVICES." 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 Ep pR fw°' PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. OVAN c sR rte, AIA NOTE; AR 96399 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS UP TO & ABOVE FINISHED FLOOR. OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY O APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. o z 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 z O 2) PRESSURE TREATED LUMBER THAT HAS EEN 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. Ln PORTIONS OF WOOD ARE REQUIRED TO 3E FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION z Ln Lu OF THESE WALLS. o E _ OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. NON-BEARING INTERIOR PARTITIONS vwi w o 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. ce z m STRUCTURAL NOTES; MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" 00 00 00 C:> w J CAST IN PLACE CONCRETE 0/C WITH SINGLE TOP AND BOTTOM PLATE. ✓� W00 p CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES 0a1. p A SLUMP OF 5" 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS GLASS BLOCK a o w o z MORTAR TO HAVE COMPRESSIVE STRENGTH; TYPE S - 1800 psi AT 20 DAYS d `� ° w w ¢ 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO WITH 6 EMBEDMENT. SIMPSON SET EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS P H LU m ASTM A-615 GRADE 60. RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. O A o O^ 3. WELDED WIRE FABRIC SHALL CONFORM TOA TM A-185. WWF SHALL BE LAPPED AT LEAST GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. U W ❑ S 6 2. FOR MISSED VERT. DOWELS DRILL A 3/4 DIAMETER HOLE 6 DEEP AT THE LOCATION OF THE o r� o _ AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN 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 00 o Q �- PER PLAN WHEN FIBERMESH IS USED ILO WWF, A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET", EPDXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE ♦ ❑ o ~ zoAPPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND N 8 w � USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE d �, cn o w zo 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. PROPERTY, SAID NUMBERS SHALL BE A MINIMUM OF 4�� TALL AND 1/2 THICK AND CONTRAST WITH ~ �- > 5. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A THEIR BACKGROUND. x ❑ �a 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF a `�I U) 0 25 LAP SHALL BE PROVIDED. O Z 0 z THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO a Lu = O 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 W A O ¢ 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON Z A w o 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM. MTSM16 TWIST STRAP W/ (4) 1/a" 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 PLYce LU WOOD PANELS. A Q U 0 ¢ 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY A �0. Lu ce z SEALED UNDER SLAB ON GRADE. BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS, a s =) 0CONTACT ARCHITECT OF RECORD FOR SUBSTITUTION, C3- 9. FOR SLAB ON GRADE, PROVIDE 4" CONC. SLAB W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED OUTDOOR KITCHENS Q A 2-u >- z AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4' MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH = z w STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. ¢ MAY BE USED ILO WWM, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE ~ ~ FBCR 2010 R506.2.5). LIVE LOADS; ROOF 20 PSF (REDUCIBLE) CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE 10 0 0 FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR N RESIDENTIAL FLOOR UNLESS OTHERWISE INDICATED 40 PSF LU `L � 10. WHEN THREE OR MORE BARS ARE REQ'D. HE BARS SHALL BE HELD IN PLACE AND 40 PSF GRILLS OR COOKTOPS. = O °� ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS 40 PSF p STAIRS ANCHORAGE ce REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF `d METAL AND WIRE LATH; O a J ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE &OIL & ATTIC WITH STORAGE 20 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. U C) m SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF Lu 0 z CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL `s oc a STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE z O w ADDITIONAL CROSS- REINFORCING TIED TO FO TING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY ¢ oc WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE STRENGTH w DRAWINGS; 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT z Z CO @ 28 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TOA PENETRATION OF AT LEAST % INCH AND FTGS, WALLS, COLUMNS, BEAMS, SLABS: 40 DIA. OR 25" MIN. REINFORCING; WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE CHECKED BY � vOi a FILLED CELL & MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN. ALL REINFORCING BARS ASTM A615-60 60 000 PSI ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. A. BARLEY uj TEMPERATURE REINFORCING. 20 DIA. OR V-0" MIN. ALL STIRRUPS AND TIES ASTM A615-60 60000 PSI 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1 %" INCHES LONG HAVING A HEAD NOT LESS THAN POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF Y8 INCH IN DIAMETER. O� z w WELDED WIRE MESH; $" LAP. SCALE on ¢ > MASONRY WALL CONST. FIBERS PER CUBIC YARD MIRRORS J 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT GRADE N TYPE 2 CONFORMING CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm= PSI MORTAR TYPE "S" 1800 PSI ¢ MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. O MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED o = TO ASTM C90 WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI). Q uw cn UNITS; DURING CONSTRUCTION 0 Ln 2. MORTAR SHALL BE TYPE "S", CONFORMING To ASTM C270. H.V.A.C. NOTES SHEET DATE O 3. COARSE GROUT SHALL CONFORM TO ASTM C 76 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. a o b AND A MINIMUM COMPRESSIVE STRENGTH AT 2 DAYS OF 3000 PSI SLUMP 8 TO 11 . STEEL, WELDS; E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE; ASTM A36 OR ASTM A-307 MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION p 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLEDWOOD BEAMS RAFTERS JOIST PLATES: U.N.O. N0. 2 SOUTHERN YELLOW PINE (19% M.C.) MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. SHEET REVISION INFO a o z WITH COARSE GROUT. FRAMING; EXTERIOR, or OSB ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE ''-' m v 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) Q WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. �-- v MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. o � o 0 OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB ¢ _ VERSA LAM BEAM: Fb = 2900 PSI 2.0E ELECTRICAL NOTES Luz 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS, UNLESS ( ) m m w OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS. ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. o J d ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR Lu _< o p 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. z = w OR CAVITY CAPS MAY BE USED TO PREVENT THEFLOW GROUT INTO CELLS BELOW, THE USE OF SET REVISION INFO � w w FELT PAPER AS A STOP IS PROHIBITED. TRUSSES; TOP CHORD LIVE LOAD; 20 PSF 20 PSF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL _ TOP CHORD DEAD LOAD; 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. Lu z Ln 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTA_ LADDER JOINT REINFORCING (DUR-O-WAL OR ' 5- L m 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 z o> Lu z SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8". TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. � o WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO LU _ WIND UPLIFT RESISTANCE; 10 PSF 10 PSF z NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO z v 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SHEET DESCRIPTION o 2 w cn SOIL SHALL BE PRESSURE-TREATED. SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE Ln w 0 z 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 _ w o 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND RISC. STRUCTURAL WOOD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. GENERAL Z uj FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 >- o GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" NOTES m ce a z WOOD FLOOR DESIGN LOADS; FROM EDGE OF OPENINGS. Lu ¢ > O 3. ANY WOOD FRAME INTERIOR BEARING WALL. STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES; DEAD LOAD; 20 PSF cn ¢ STUD UP TO 1 DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1 IN DIA. FOR ALL WALL RECEPTACLES SHALL BE 12„A.F.F. UNLESS OTHERWISE NOTED. z z = o PLUMBING LINES ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES TYP. U.N.O. LIVE LOAD; 40 PSF Lu ( J ¢ TOTAL; 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 LU uj =i'z cn 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO omSOIL 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 n. vz STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT ' Lu O VALUE; SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. cn AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL ALL � ,� z z ACQ-D CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. o ~ DOT SODIUM BORATE (SBX) DOES NOT. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR ~ 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. U.iv o OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) ¢ o "' STRUCTURAL STEEL IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, c_l _ ROOFING BEDROOM RECREATION ROOM BATHROOM GARAGE BASEMENT LAUNDRY AND OUTDOOR AREA ALL ALL o w cn ~ ALL STRUCTURAL & MISCELLANEOUS STEEL A36 36 000 PSI U.N.O. TUBE STEEL; ASTM A500, 125-VOLT,15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. z o Lu GRADE B F 46.000 PSI PIPE STEEL; ASTM A5 �, TYPE E OR S, F 35 000 PSI SHOP AND IELD ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. •_l w = o Y = y = THERE ARE NO EXCEPTIONS. LOT/BLOCK - F-- WELDS; E70XX ELECTRODES STRUCTURAL BOLT ASTM A325 BEARING TYPE CONNECTIONS DOORS & WINDOWS Z O z `L STRUCTURAL BOLTS; ASTM A307 STRUCTURAL B LTS; ASTM A307 FOR SECONDARY z z 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 PLUMBING NOTES TBI NUMBER - o z O 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 z w Q FABRICATION. HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL Ln ~ FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. ALL cl- w > PROVIDE MININUM OF 3" DIAMETER SCHEDULE 0 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE 1'1 Z R407.3. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. GRADE. Lu w o z DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES PIPING ELEVATION NAME Lu z ¢ THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT ETC. - z w "-' p PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ALL w 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. GENERAL NOTES Lu MANUFACTURER UNLESS NOTED ON THE PLANS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES RULES REGULATIONS AND _ ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. cn f- v 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 z 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 3: ce m WITH THE DESIGN LOADS. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER _ 5 Ln 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN 1 8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. vi ~ o IF THE LAYOUTS CANNOT BE MATCHED, THE TR SS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 1 8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. V'l ,a- oc DESIGNER, TOLL BROTHERS, FOR FURTHER INFO RATION. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. Lu m w WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE �? GN1 z _j u 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� a 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGH METAL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ ¢ u F- O TRUSS PLATE INSTITUTE TPI LATEST EDITION. 2 ROWS OF 10d NAILS AT 10" C/C. SERIAL NUMBER 1010.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln c.i Nov. 25, 2015 z _ } 55'-0„ �PE OF F�O�f a E- 311-811 A 811 18'-6" A7.82 811 11'-211 g" :{}� .} R9 99 97 0 STEP ` E � GO Li pp OVAN'G. DRUMMOND, AIA V) AR 96399 cC i W z o PAVERS ON z o STEM WALL o ¢tV) 0 1 111 J 1 111 0 zo 26 _g2 12,_0„ cn 16 .2z CD� wO ,- 1 zm wqqq900 ` owo a w M N HB Lu J W ¢ t F'+ LU m �� �- ----------- - --�- A [z" ----- ------J ------, 3 ---- - Lu �' -- '"" i � �� I I I I � � I i � wEla W 0 O Z 1 II00 Z = f— ,--I ¢ z I I I I w 0 4'-2" 2'-11" N o > wz rz F Lu 0 t7. 00 w ¢ z _O i -� _ I I _ I C)a A i W wo Ln 6 PLUMBING z cr ce A U cii z WALL ¢ m w n , , a F-1 494 R,m_,,. . N NanN.NGxad, xN ,.._. .., _ ine Lu X21.911 w 1 z �- z ---- _- PROVIDE ELEC�ICAL x Q w SUPPLY IN SLAB FOR I ' 01.01 ISLAND UNIT. 1I W DISP.K Lu U- J N , FINISHED FLOOR - - - - - - I� �0 A7.82 6 .-,� wTip t� ��> 4" PLUMBING i � �i GAS LINE d W L�=�J FOR O a m 1�� = - _. t WALL s a V cC LH fa L �---_J J 1 s� COOKTOP W 0 T- n L---- 1-- —� r --- Q o GAS LINE TO -1 _ A1,N 0 o n TANKLESS GAS m TYP. L� DW z w __ 1 _ I L DRAWN BY -- �os�,� .._ Sa0.RL.�Xn�:€� �s;i "-'.w N Nlit4a!!tiikiWNitNitW r£x�5dtit«irr�w..:..i ,e,i ...-_._ ._�'_"r'NS,Rma¢`:x.a0— ..a..i.':al.NIIIN&NHkhLAA..�..�:�..a �, ¢ � oc WATER HEATER --------------------r. ,. . . 4,.,�.R ,my�.� m � _ -� �� - - -- _ T. S,PROFFITT d � w 111.511 �_ ------ -- -- s 9'-0" ao -_1 Z` r I' �;' CHECKED BY vi o z I � —; - NOTE I Lu _� � FIN. pL{�OR TO BE 18" MIN. - F.MEZA LU e F- °O ABOVE IICROWN OF ROAD. SCALE p .>- I � �� - co ---- li z w _ ---- m ¢ > =o _ M 22 X 34 = SCALE AS NOTED J J 1 1 L� L ------J L- _ - JAl-- -- r --------------------J O — ¢ ---- ------------ -- — — -- 11 r--------- -------- ---------- 11X17 - 1/2 NOTED SCALE "' 1 6 P _U BING r., LL. R I� �, 6" PLUMBING � EH ) - WALL L� 11 O 22 I I r-+ 11 Le__- I o 1 1. I �, WALL 1 ° --- A SHEET DATE cC (11 I 1 -9 a -------� ----�---- rC1 T - - - - --- -19-15 Q b I I SLOPE ����eaho�e�...�..... -. =5.�.:�nocxho.,a:....=, STEP ® �' �� `� � L � SHEET REVISION INFO w >- 0 11 m � WATER _ © SOFTENER N �' I LJ a Lu Ln 0 96" x 48" CONC PAD , , LOOP GAS LINE FOR ;'"0" 2'-9" Ln ¢ W z TO BE 3" ABOVE GRADE ; ; DRYER CM m LL.J I J I I W +Z I I r � rad SET REVISION INFO W (� �- --- -----© --- � J L J W Lu C 1 H 1 _ ¢ � m A1,N `° VARIES ce LU �y OIF Q) IIP. cV L - - --- ---- .--rt Q �'. 'N _ ..v .>�..q ..,... .._wnu�z_-- _,_ wsT..1 -•. or C - --- ----- Z („�. (, W z w SHEET DESCRIPTION tnwoz O � Wo O -� L _ ..., u- ----- Ui >- c� � p w m ce z SLAB LAYOUT j:j . LU _ LU W V wCh � z C (n -- J ¢ W L n Lu W a a o � z �i_ o 2 r �� PROJECT NAME LU au) HB A1,N -- ------ 4 ATLANTIC BEACH cC z H- W z ,,u 2 r o _ o A11N A1.N 121_911 W o0 121.61 `F AMBASSADOR X. � 1 ¢ i o WOOD DECK w a cn �,, �, a. _ DUVAL COUNTY o w Ln _ 1 ON STEM WALL L---- --- LOT/BLOCK 39 C) o z STEP TBI NUMBER 39 o z o 01.011 ELEV MODEL ¢ � vo'-ice T.O. (n cez ,ter SAN TROPEZ Lu 1 11_4H QI_OII 11_411 OI_o11 11_4L1(�11 8,_O„ 91L QH 1 5,_O„ 11_611 151_011 i 1_611 11L-ON S = L / v O 7 O 1 U W 0 Z 01 W ti w 201_0" 10'-2" 12'-4" 121_611 ELEVATIONS NAME I_ 11 A z w 55 0 COASTAL � � � w ' � a < Lu 1 m FIELD TO VERIFY ALL GAS LINE LOCATIONS Z PRIOR TO POURING SLAB z Lu m A SHEET NUMBER LU N� O = A7.82 l a-b Lu m S B LAYOUT ADDITIONAL NOTES, DETAILS & SCHEDULES tZAl 182 z J `L SCALE: 1/4"= 1'-0" COASTAL W m -10 U- N BE FOUND ON THE Al.N SHEET. ¢ VHo J ERIAL NUMBER 1010.0 TG THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WIT"THE APPLICABLE MINIMUMDNLDING Ln (, 7�1 Z CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, SLAB LAYOUT NOTES : of � No�. 25T 2015 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS.Lu s JSP r� x p 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS R96 9 a 3. EXTERIOR SLABS SHALL SLOPE 1/8 PER FOOT AWAY FROM HOUSE F EDARG 00 UF- ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. OVAN G. DRUMMOND, AIA INDICATES DOOR OPENING AR 96399 z LL �-, p z Z p to � z U-) w O _ Lu oC (u Lu o O a W A M a o ¢-+ `� H o z E., J W Q > � o o A Lu f— w 19 Lu zzFx- g Qom, z00 Lu s0 tpo J� W Z F9 v W x 0 w ¢ p a A ¢ amu w Z A o A ice Lu UEn < w = o a - Z x O A xQ � w �+ p O a Ci W LL. J = p Q ca 1-4 W.W.M. PLACED IN UPPER a o LL; 1/3 OF SLAB OR FIBERMESH m REINF. PER PLAN Lu ce C) 1/8" (MIN.) SAWCUT x 1/4 OF 0 o v SLAB THICKNESS SEE ui FOUNDATION PLAN FOR LOCATION DRAWN BY ce Lu S.PROFFITT z o CHECKED BY LLJ J °W- � I p >- ice SCALE m Q > 22 X 34 = SCALE AS NOTED J 0 0 ¢ 11X17 = 1/2 NOTED SCALE ~ w cxn SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 0 0 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, SHEET DATE o AS CONCRETE ALLOWS WITHOUT RAVELING 11-19-15 Ice o C) o SHEET REVISION INFO LLJ m N i SAW CUT DETAIL im Lu z 0 o z �.NSCALE: 1/4"= 1'_O" w ca Lu j z z o w SET REVISION INFO cn Lu cn w J _ W ? Q a � cnm z > z 0 FRONT WALL OF GARAGE > W v cxn PROVIDE 1 1/2" D x 5" W SHEET DESCRIPTION w w z RECESS AT GARAGE DOOR z W o SLAB LAYOUT PROVIDE 4 1/2 D x 8 W RECESS > a SLAB RECESS 1 " z IN SLAB NOTES, DETAILS W `` > 4 1/ ° AND SCHEDULES Lu J z BRICK PAVERS GAR. W LU = FIN. FLR. / GARAGE Lu o u, p i ----- -- DOOR PROTECT NAME w W Q Z _. , . = RECESS ATLANTIC BEACH OW � Lu 4 AM BASSADOR Lu x o ( _ j WALL PER " /; z LU 1u Ln € I [ -- PLAN 5 � f I Lu I - ,• ., / w zwzDUVAL COUNTY O _i / o u- cn / � '! LOT/BLOCK 39 mLLtt aJ z o z TBI NUMBER 39 o z MODEL oa W ¢ PLAN VIEW SAN TROPEZ Lu U-1 � 2 �. ( � w � ELEVATION NAME Lu ALL w 2 SECTION AT GARAGE DOOR Ecru Q 'S E- uF- z x z-w o A1.N SCALE: 1/4"= V-0" `0 z woc SHEET NUMBER 0 z 2 Ngo = `, Lu,uW ca V r- Lz � � w AlmN W ERIAL NUMBER 1010.0 � O O w 21 TG THE BEST OF MY KNOWLEDGE,INE DESIGN DEPICTED ON THIS DRAWING COMPUES WITH THE APPLICABLE MINIMUM&ALDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln V 55 ' '-0" Nov. 25, 2015 oz OF � w 231_411 311_81Iol CpQl� U= CA = 0 811 181-611 A 811 111-211 811 ; m A�.82 AR9 99 97 J _ o o STEP - OVAN G. DRUMMOND,AIA Co :: - - - - - - - - - - - - - � AR 96399 - - - - - - - - - - - - - - - - - - - - - - 1 I BOX BEAM TO z o I COL. WIDTH ��}} 1 Z O 31_011 81_711 91_511 1 5'-92" COVERED 61-311 I 7 63 I o _ I I 1 10 0" A�. I I = ,.0 � F- I I o � 2 1 PAVE S ON 1 �' o w m I I STEM ALL i w00 N Lu � - I 1 1.4 `� o � z I O OI HB `° H Lu ¢LU = co ZZMT11 H o > I— p <C Lu (n i MT 00 0 z - - - ,%�' p "� BREAKFAST B N Lu ce o � o �F in '' ' I AREA - ¢ o z �t °� MASTER ; ; LINE OF ►- " o> W o �`-_, BATH SECOND 'o'-O" CLG. x '' 0 10 -0 CLG. FLOOR ABOVE a" O Z v' ED a MASTER a a Q O H = p I I F w... 10 SUITE Z A I - _ 10'OF_OFF CLG. N r-1 VLu OQ 1 BO I � ce a- z TEMP. GLS. SHWR. ^ a; '-� ; '� A a ENCL. ON 42" HIGH, KS 13 i AMILY i - GOURMET z W ROUGH KNEE WALL = ' LINE OF SECOND BOOM �X6 ALL, I —r�- KITCHEN _ ¢ OP O 10 -0 CLG. OPI @ 34 1/2" 1 D INK W 101-011 CLG. p-+ � o FLOOR ABOVE N 11 W O J ' n , n I ' n 6 ' n i 1 I i, I 6 N 5 3 -8 I 14 -9 20 -3 , I 11 P 101-311w _ 0. e—% B - - - - - - - - - - - - - - - - - - B se o A7.82 2'-1 - -i 111-11" 13L-211 i i� - - Q p - _ a � w %nLj- o TILED SHO ER m CD Lu 0SEAT @ +18" A.F.F. � U Z ;.� I N I ( II a g o I I 1 I I,D.W. N 10" 10" AIR i Lu TANKLESS GAS------ =i W.I.C. N 7 i JUMPERP I _ OU�LE >: DRAWN BY m WATER HEATER O 10'-0" CLG. I O _ N VEIL S.PROFFITT I o z _ _ _ o i 6'I .t. _ O M o CHECKED BY w c ¢ `� F .F ' F FF°i I �F FL T SOFFIT 6 �' L �' F.MEZA = � 11 -2 -4 rn 21-011 31-611 O o M III I I @ -0" A.F.F. - SCALE m a �' I I. 10' cLG. TY . U.N.o. Q �- ANTR R — — — — 101.011 T.O.B. J o ; " - -DR--- --- i�' PACS ( ) _ ` ' 12'-0" T.O.B. 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE E-- _ I I -+ - I M 6" A/ccoMP. _ POWDER 5 I ROOM - SHEET DATE O p � � WATER ' MT 8 -8 CLG - - N 11-19-15 UJ SOFTENER I _ STEP 1'-0" "' SHEET REVISION INFO Boz I 6 - - 6 F FF 1 I µarTy, 1 I'*.,M_i sf- F FF I Lu O LOOP 10'-8" ; 181-611 1 2 -9 5 -4 11 -611 _ o w z cn A/C COMP. 6" CABINETS ABOVE LAUNDRY 6" 1'-3" 6TL 11- HAI L 19;3- 1FLAT SOFFIT (�) z cn o ca 10'_011 SLG. 0 3. Ln @ gT_OIL A.F.F , z Q W N -' m m w ' Lu o o 10°-0" CLG. 1 M DINING - - - F SET REVISION INFO Lu w ------ ----o,w 11 _ _ _ _ -; 12'_0" CLG. p a = THREE CAR �I> _ I c� F- - w l O 0- cnm GARAGE CLG. o HiQ I ;0 1 00w I� _ WOSTOR F 1 _ z o > z "' �I o II -- `q FOYER I I. _"' s z ow = 4' HIGH WALL AT SERVI E - - 19F_6FL jc �i 10'_211 6F�4F� ] 2F FF 6-T8 F 811 I _ 6 a, w z COURT. SEE DETAIL 9 N J I SHEET DESCRIPTION c( ,� w o SHEET A5.2. 2 <? 22" X 54" ATTIC i LINE OF GAR. DOOR ABV. _ - OAK i FIRST =� z ?" ACCESS I - STAIRS Lu N 1 �� O FLOOR m c a z LINE OF GAR DOOR ABV. LINE OF GAR. DOOR BV. ::: ::w ¢ > o - - - - - - - - - - - - - - - - PLAN Lu I II 142" HIGH OPEN �,, I �' I F FF r z N M w W <c cn N I 4- ---r------------------- fi- - 13 -0 I p w - a o = z ,� GUARD RAIL W/ - - I �, PROJECT NAME LL, cn p I I 1 co 0o I w O STUDY - ce V c'-n ?> I BALUSTERS SPACED � :;: i cn m HB TI - T ;::: ,� Q 12'-0" CLG. LU z TO REJECT A 4 oF ATLANTIC BEACH o Lw I I O o s I I 1 SPHERE. 1 p o o z o AMBASSADOR H _ �C _ O I _' n d' "I __j v I I 8 -3 7Ll, W 1 I I N I : COVERS �' DuvAl COUNTY U) U) 2 ::::; ENTRY WOOD DECK ON ca Z _ , ,� _ - _ - o STEM WALL w 0 L� 0 10 0 CLG. o LOT/BLOCK � - - 9 TBI NUMBER 39 ., a cn II II II C) ' z �� � � � - F F ,-, ¢ b 0 Q - - - - - - - - - - - - - - - - - - - - J U LJ U U U L1 o U IJ U LI Ll MODEL LncewQ O SEP I ADDITIONAL NOTES DETAILS & SCHEDULES SAN TROPEZ o z 21- g > 1 c V Lu a i L � z ELEVATION NAME Z W '-4" s'-o° '-4" 8'-0° -4" 9" s'-o" 9" 1 .6" 5'-0" 1'-6° 5'-0° 1, 6° 31.411 I 4F_7LF CAN BE FOUND ON THE A3.N SHEET. N W W W 201.01 91_6T� 14'-6° 11T_0LL COASTAL Q �.tj V) z Z = 0 55'_01 1ST EFL A/C LIVING AREA: 2,053 SQ. T. 0 >^ � w ARCH SEE ELEVATIONS 2ND FLR A/C LIVING AREA: 11212 SQ. FT. o En y m SHEET NUMBER q TOTAL A/C LIVING AREA: 3 265 SQ. FT. cn o z = FOR DETAILS Q c O ~ = FIRST FLOOR PLAN A7.82 COVERED ENTRY: 65 S . FT. _ � o^Lu m L SCALE: 1/4"= V-0" CARIBBEAN COVERED LANAI: 317 SQ. FT. A2 , 82 GARAGE: 682 SQ. FT. .z -0oLu- Lu: , Q. . . TOTAL4329 SFTERIAL NUMBER 1010.0 J 0 i TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS i DRAWING COMPLIES WRH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ,n U Nov. 25, 2015 CD OF F �C* g'w ' c=� A pG m 9 99 A�.82 �C Cj J d O O . OVAN G. DRUMMOND,AIA — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — AR 96399 I I U- '-10" o � zo a � � WLAI = 1'-0" 34'-411 oc vZ a c=c z ce 0° 11M_5ML I 9._ 6'-5" I y, ° ow ; I w 00 M LL_ r o C I I 0-4 '-a Ludz I G S w Q O O O LU x m - - - - - - - - - - - - - - O A Q w > i- 0 w cn w amUJ _ z _ � o tpLu o I � cn Ln c _ o o 14 I ROOF BELOW x I O I°� w o I - - BEDROOM 2 _ o Lu ¢ c 13'-4.1 2' 4.1 5._401.. 9'-0" CLG. CD I N w z A w o �. �, BEDROOM 3 11 M z ,-� r' 9'-0" CLG. LI EN '� A .� Lu o ROOF BELOW 17 BA.L H 2 ,.a `� A w w = zo 6 O 9 CLG. 6T. W zz 9'-10" 3'-6" 7'-8 12'-4" o w p.H u�i' 10 ao 10 14 w �' J O O O I � o � B _ _ ! _ _ _ KLL - _ - _ - - __ _ _H.0 Via.. . - - - oa m 1 R & S - - :ELLE 6ce O I C) LAI Lu o j 24X36 - ,-1 N L z o w M ATTIC;;;, DRAWN BY ce tt g af I ACCESS - Lu S.PROFF177 LL_ o °D 16 CHECKED BY z _ LOFT k ce L a TM 9'-0" CLG. L. f.MEZA Lu ceLU 6 6 5'-4" ® 31'6° SCALE m a > I lo .o N 22 X 34 = SCALE AS NOTED oi A.H.0 , Ln .i 11X17 = 1/2 NOTED SCALE W cxn I 7'-6" 16'-0" °° o p o _ j SHEET DATE NUJ 1-g b - ---- 1-011A 3 ' - - -DR & S _ _ _ ,�, _ 11-19-15 0 0 9CLG. Fce 1"' SHEET REVISION INFO cc pI 06 Lnw o I� 3,-8„ 3, „ 91_011 10 7 ROOF BELOW ® w z vi 6" 51_4ML 15 11 1X6,CAP ON a T' _ DN,_ - 2X12" HALF WAL m m -- 11 t° ---_ - @ HIGH I z = oo I - RO GH o � -- - - -------------- _______ SET REVISION INFO Lu --- -UJ 42 HIGH OPEN GUARD Q g U) m RAIL W/ BALL) TERS Q o ui SPACED TO REJECT A 4MM "-' _ --- - SPHERE. w z I BEDROOM 4 -- - OPEN TO BELOW, SHEET DESCRIPTION LLIW o i 9M_0MM CLG. --- - - 21'_0" CLG. SECOND 1-4 urca cea o I ROOF BELOW --- - - OAK STAIRS j FLOOR LU - - - I W ``-> 6 M PLAN 10 -10 12 Lu Z z z z M n I n w w ¢ � cc x z PROJECT NAME ui u�i` I B1 $MM - 0 0 W ATLANTIC BEACH o , _ PLANT LEDGE ( AMBASSADOR w x p c w DUVAL COUNTY ..:: x zoW � � Z F- � - - - - - - - - - - - - - - - - - - - - - - - - - - - LOT/BLOCK 39 z C:) z � z o z TBI NUMBER 39 0 oZ B2 MODEL Zw � Q Ln a a `� SAN TROPEZ Lu > 5 -6 71-311 ADDITIONAL NOTES, DETAILS & SCHEDULES N W Q M n L n Lu o z ELEVATION NAME N u � 2 CAN BE FOUND ON THE A3.N SHEET. z a [ Q 5 -4 11 -0 14 -6 W COASTAL a�, cw � � 30'-10" (n x AREA CALCULATIONS: COASTAL O ' HCV �-- z z o 1ST FLR A/C LIVING AREA: 2,053 SQ. FT. Q z = z 2ND FLR A/C LIVING AREA: 1 212 SQ. FT. w m TOTAL A/C LIVING AREA: 3,265 SQ. FT. SHEET NUMBER En oz = � A Lu = � A7�82 COVERED ENTRY: 65 SQ. FT. Lu z m SECOND ECO N D FLOO p p� j\ N COVERED LANAI: 317 SQ. FT. A3m82 "' _o o SCALE: 1/4"= 1'-0" R r �1 COASTAL GARAGE: 682 SQ. FT. Q ¢ v F— o TOTAL: 4,329 SQ. FT. J ERIAL NUMBER 1010,0 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln U Nov. 25,2015 z : Ln I �w ca � J � �iR9 +6" +0 +0" I. OVAN G. DRUMMOND, AIA AR 96399 z o DINING LIVING z z = ROOM ROOM = FOYERS CD o if-oil o z w1-41-1 O o ET '-10"2'-45'-4TT 45'_45'-4(BEYOND (BEYOND)f? o OT m1I-0TL \6W �o 1T _ T00 00 LL J 00 fN+I O Lu Ce CL pMT uu < d W0 1 DETAIL 2 STAIRS 3 DETAIL LU A w w p O = A3•N SCALE: 1/4" = 1'-0" 3•N SCALE: 1/4" = 1'-0" Q •N SCALE: 1/4" 1'-0" 3 Q z sS n c W W z Qi O W w O a p N Z NOTE*18 RISERS @ 7 5/8" a o Lu = o STAIR RAILING AND 16 TREADS @ 10" A o Q V 1 LANDING W ULu � GUARD RAI LING NOTE *ACTUAL STAIR RISERS Q z O Q TO BE VERIVIED BY 00 Lu v CONTRACTOR IN THE FIELD Lu STAIR RAILING AND STAIR GUARD RAILING �- SECOND FLOOR '� a >- z SHALL BE CONSTRUCTED TO WITHSTAND A RAILING @ 36" �'-4 3/4" p A "U < w CONCENTRATED LOAD OF 200 POUNDS APPLIED a o AT ANY POINT ALONG THE RAIL IN ANY 10" -- - o D --.._.1/2"PLYWD. LU LL_ J DIRECTION. IT MUST ALSO WITHSTAND A c i z NOSING TXP.' q n oo w = o UNIFORM LOAD, NOT CONCURRENTLY WITH THE CO 2x12 WD. T, ~ CONCENTRATED LOAD, OF 50 POUNDS PER CARRIAGE(3 5 w LINEAR FOOT APPLIED ALONG THE RAIL IN ANY READ.) ,r, a- m _-2x WD.TREADS U ce DIRECTION. INTERMEDIATE RAILS AND POSTS Lu O (NOMINAL)TYPICAL @J In a u 0 0 (IN-FILL) SHALL WITHSTAND A HORIZONTAL � °- LOAD OF 200 POUNDS APPLIED AGAINST ANY Z w `�° D 4R @ 7 5/8"=2'-61/2" LANDING DRAWN BY �t cc ONE SQUARE FOOT AREA, NOT CONCURRENTLY -_ - _ _ ooCie [ELDVERiFY cv u m WITH OTHER LOADS. __ WD INSULATION SCHEDULE S.PROFFITT Z Z --- -- NAILER —2x4 STUD WALLS Q -- cV FIRST FLOOR 0'-0" FIN. FLR. LOCATION TYPE R-VALUE U.N.O. CHECKED BY Lu cef.MEZA LU CEILING @ LIVING AREA FIBERGLASS 38 m = > STAIR SECTION EXTERIOR WD. FRAME WALLS FIBERGLASS 19 -SCALE -� o -_JJ TO LIVING AREA FIBERGLASS 11 22 X 34 SCALE AS NOTED o-' F- a 3. SCALE: 1/4" = V-0" 11X17 = 1/2 NOTED SCALE _ v WINDOW TAG WINDOW CALL-OUT WINDOW SCHEDULE CST SHEET DATE oo � J Ib 11-19-15 Qin TYPE SIZE REMARKS SHEET REVISION INFO Boz = m o A FIXED GLASS 48" X 64" LOW-E VINYL/ TEMPERED zLuo B 3052 SINGLE HUNG 35 1/2" X 61 1/2" EGRESS / LOW-E VINYL a = cn B1 3052 SINGLE HUNG (2) 35 1/2" X 61 1/2" EGRESS/LOW-E VINYL LU CO Lu B2 3052 SINGLE HUNG (3) 35 1/2" X 61 1/2" EGRESS/LOW-E VINYL In j Lu Z = w Lu C 4052 SINGLE HUNG 47 1/2" X 61 1/2" EGRESS / LOW-E VINYL SET REVISION INFO LU Lu D 2030 SINGLE HUNG 23 1/2" X 35 1/2" LOW-E VINYL < a_ a� m - E FIXED GLASS 48" X 16" LOW-E VINYL C7cewz po F 3060 SINGLE HUNG 35 1/2" X 71 1/2" EGRESS / LOW-E VINYL o w LU z r G FIXED GLASS 32" X 16" LOW-E VINYL SHEET DESCRIPTION W o INTERIOR ELAVATIONS z m DOOR TAG Lu (�=DOOR CALL-OUT DOOR SCHEDULESTAIR SECTION w Q TYPE SIZE REMARKS AND SCHEDULES zz = z Lu cam'-n-i� < `t1 THERMA TRU INSUL. ENTRY DOOR W/12" SIDELITE 3'-0" X 8'-0" °G = z PROJECT NAME cl. 0 2 O.H. METAL GARAGE DOOR 8'-0" X 8'-0" ce a Q9ATLANTIC BEACH 0 0 �� 3 SLIDING GLASS DOOR 12_-0 X 8'-0" . TEMPERED AMBASSADOR 0 4 HOLLOW CORE DOOR (2) 2'-8" X 8 0 DOOR N SELF CLOSING SOLID WOOD NOT LESS THAN 13/8" o 5 21-8" X 8'-0 F DUVAL COUNTY THICK OR 20-MINUTE FIRE- RATED Z C) Lu z 6 HOLLOW CORE DOOR 2'-0" X 8'-0 LOT/BLOCK 39 L S z 0 z 7 HOLLOW CORE DOOR 2'-6" x 8'-0" TBI NUMBER 39 0 o 8 HOLLOW CORE DOOR 2'-8" X 8'-0" MODEL M w ,_ , aC Ln cn w ¢ 9 HOLLOW CORE POCKET DOOR (2) 2'-6" X 8'-0" SAN TROPEZ w w p z 10 HOLLOW CORE POCKET DOOR 2'-6" " X 6'-8 4 L u w ¢ ELEVATION NAME z w o 11 HOLLOW CORE DOOR 2'-6" X 6'-8" Lu 12 HOLLOW CORE DOOR 1'-6" X 6'-8" W ALL w � � u13 GLASS SHOWER DOOR 2'-0" X 6'-4" TEMPERED z z 14 HOLLOW CORE BI-PASS DOOR 5'-0" X 6'-8" ,_. .� w Z SHEET NUMBER o z ,� 15 HOLLOW CORE BI-PASS DOOR 4'-0" X 6'-8 Q p = cn a. o 16 HOLLOW CORE DOOR 2'-8" X 61-8 INSULATED w oz m cwt 16 HOLLOW CORE DOOR 2'-0" X 6'-8" A3 . N _j 0 0 v H- - O E J ERIAL NUMBER 1010.0 TO THE Sm OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS NOTES : DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTZMATION BELOW. Ln v Nov. 25, 2015 N '~z _ _ _ _ _ _ _ _ T. 0, RIDGE _ _ _ _ - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY OF - - - - - - - - - - - INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS, TYPICAL UNLESS ,C7 r� U z ROOF PER NOTED OTHERWISE. d s o CONTRACT 3 - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH " 963 9 ELEVATION. R 0 0 5 .2 .8 "CORAL-LIGHT" OREQUAL PRE-FINISHED 1 2 OVAN G. DRUMMOND,AIA 5.2.8 AR 96399 5.2.8 - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. HEELHT.--—-—- -—-—- - - -_-—-—-—-—-—- -— ------� —-— -— —-— ---—-—-—-—-—-—- U.N.O. - -- - 0 0 _----___—_ --- - _-----_ _ _ _ _ _—_—_—_ _—_ _—_—_ _—_— ----------- - _ __ r_ _tT �_ __ _ --_HEEL HT. - PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM --------------- z - ------------- -�r- 5 T. 0. PLATE \ ____ _-_._. .m. ____ / T. 0. PLATE FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. W En LU o - _ - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST L m - - - ..._-- INTO THE UNDERSIDE OF THE OPENING. 00 O Lu J - _ — i W � M cl� ____ __.___ METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO '4 o Z - mmmm- FLASHING 4 11, BE FAUX WROUGHT IRON ALUMINUM. ¢' Jw ¢ � _ _ .._ ______ ________ __ _ --- 5.2.8 > �_- co - --- -- - --L \ HEEL HT. c` - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY O A w Lu ^ _ = 2ND FCR. HGT. 0. P — — — — — MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. o -- - - --- - — — — - -------- --------------- T. LATE g o ¢ z HEEL HT. -- - o uli - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE e00 --- - -- --- - [ W 3: ' - - o SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN d o Lu z T. 0. PLATE - WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND 0w O APPROVED PRIOR TO INSTALLATION.Lu 0 x Lu ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH a q O = v _ LIGHTS WITH TOLL BROTHERS P.M. W Z A z - F D LIJ U cn ¢ � 0 5.2.8 - I_ 867 ,-,N � a. Lu `a' r' — m 7 ADDITIONAL ELEVATION NOTES : a v - - 5.2.8 z z 1-- _ o _ _ _ - 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL x O A I- (� 2 ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERSIPLIL a O Lu FINISH FLOOR' - _ FINISH FLOOR w N M ¢ --- -- 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN o ADDITIONAL 1/2" DROP o�ice LL_ A oa - - U m 6A/C EQUIP. ce o o SERVICE COURT 9 5.2.8 a 5.2.82 a DRAWN BY FRLu ONT S.PROFFITT z o z SCALE 1/4 "=1'-0" COASTAL � ¢ CHECKED BY Ln ui z W SCALE m ¢ 22 X 34 = SCALE AS NOTED J a Y 11X17 = 1/2 NOTED SCALE oLucn 0 o ceSHEET DATE ce in 11-19-15 oROOF PER , - A o CONTRACT SHEET REVISION INFO _ m v m m W L] J � � HEEL HT. ;� --------------- ------- ------------- ----------------- ----------a— HEEL HT. 3 Lu ( D —- - �+i ----- -----------—- —------------ ----- - —---- ----— —-----—---— ------- —-—---— — z 2 UJ -- - --------- -- ---- \\ _ ww T. O. PLAT _ _ T. 0. PLATE SET REVISION INFO O (n - - z / v W / \ - Z O W /' ?� to oF- LU _._ FLSHIt�t�" / _ ---- --- -- ---- ---------- -- -------------- Lu z 0 SHEET DESCRIPTION u) w D z r FRONT & SIDE Lu T.O.HEEL m 9 a Z PLAT - --- _- — ._._— — —�- _ _ _ ELEVATIONS ¢ W o _ - -- _— -- — — _ AND NOTE W _ HEEL HT. - ------ C7 J z 'r' Lu o - - - 77 w w Q L N �, ____-- ---- _._._. � �� _.__.___---- ----- __._.._____.___ . __ ...____.___._.__ __._._ _..___ --__--- � . � � � . 0. PLATE N � ce o � _ . : _.__._____ ____ __ - _ PROJECT NAME ce o w w =_ _ _ ...___ __.___ _�_ gym._ _:- -- _. _ ATLANTIC BEACH 00 .._...... _._ -- -_ AMBASSADOR Lu Lu z�-L �, CD _ DUVAL COUNTY Ll- ------ 0 w W00 LOT/BLOCK 3 9 iA o ----- _ _ _.---.--- o _ TBI NUMBER 39 ......___._____. _»._ ______ ----______..._.._.__.. _ _.. .._.____ MODEL ¢ FINISH FLOOR ___.._ __ ..___ _- _ __ ._._.. .___ _. _._.__ _ _— ____ _ ______ �__ ___._ :. FINISH FL00 w Q SAN TROPEZ zcl- � � . e Lu uz ¢ ELEVATION NAME z Lu Lu o 7 COASTAL 8 cn 6 5.2. 5.2.8 W ce Lu �5 < i�- cid 5.2.8 w RIGHT ELEVATION ASPHALT SHINGLE ROOF SYSTEM z SHEET NUMBER T5 w '�` m SCALE 1/4"=1'-0" COASTAL omLu . 0Ln � � ¢_i.j II-- 5u g o W m W ADDITIONAL NOTES AND SCHEDULES A5m82 T i J z J U- -3 -0 o o CAN BE FOUND ON SHEET A5.2.82 w ERIAL NUMBER 1010.0 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUDDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln V Nov. 25,2015 OF F6 N � ,� P� � O,Q1� ---------------------------/12 LU 5.2.8 ROOF PER 99 � CQ > o 3:12 L�; J i CONTRACT 'll--------- T-----------------L ----------- ---------- - _ I 1 AR 96399 N I �.... z Li I I I ,—� I \ � �` I 5.2.8 0 o HEEL HT. _ -- ---- ------------- - Zcn i i i i 0. PLATE -- _ ---------- ------- ---- - � I I gLLJ Lu m i 1 _4T 113� z I I I I _ _ f 00 0 O W —� I ----- Q W o0 J I I OO N "- o 4:12 boLu ln� Lu — — — — — > m I i FLASHING C) O W LASHING w C) 2ND FLOOR HT. i - - - - --- -!- w3 o i �. HEEL HT. ------------------------- - ------- ------- --------- - --- --- ----------------------- ------- - g > I I I _' p -- U'r El � I I o N T. 0. PLATELi J W z v N i--+ > W W D I I I I - - � Q+ Z wFT71= U I I cV I _ 1` W L% A ------ I17! ( E - — wp ¢ rio 1 oa Q ~ I I o _ _L I I - I �I Lu O I Ll ao 5.2.8 oo LLJ = Q I 0o 00 - - - - - - - - - 0 N = o a -------------� -------- --------� I -------- FINISH FLOOR r z , FINISH FLOOR 0LL- I I , BOJ I 0 0. m L------------- ------------� - -------------� Q OV O z o REAR ELEVATION DRAWN BY V w SCALE 1/4 "=1'-0" COASTAL S.PROFFITT z °° C) a ROOF SLOPE PLAN SLOPE: 6/12 U.N.O. CHECKED BY UJ F.MEZA Lu SCALE 1/8TT=1'-0" COASTAL z w SCALE m ¢ > 22 X 34 = SCALE AS NOTED J o d 11X17 = 1/2 NOTED SCALE j o v ROOF VENT CALCULATION: o SHEET DATE 0 c� - � 20.78 s . ft. (REQUIRED) 3,117 sq. ft. CEILING AREA q 11-19-15 ani 150 o SHEET REVISION INFO O z = m F- W z �; PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO 3 a = Ln VERIFY LOCATIONS 5.2.8 CONTRACT W z ca Lu U.1 Lu � 5.2.8 J _ _ ' SET REVISION INFO uJ w / _ m - _� ------ -- ----—-—-—- - -—-—-—--- -—-—-—-—-—-—- ----------------- -----------' - -- HEEL HT. -- --------------- ---- ----- ---- -------- ----- ------ — -- — — a a _ - --------- ------- co . 0. PLT Zo � z w o w f _ 5 SHEET DESCRIPTION cn Lu W ---=-- -- ----- ------ -- _--------=--- J 5.2.8 REAR & SIDE W 00 r_ m ce ---- ----- ELEVATIONS & Lu W ROOF SLOPE PLAN z z = o FLASHING -. _._ ___ W (n '-+ J �. _ — __ ___ I�r 2ND FLOOR HT. aW -----------------------------—- ---—--------- o z Lu rhHEEL HT. __ -- -- — __ ------ --- '- -------- _ PROJECT NAME cri ----------------------------------------- - ----- _ — == =---=----_= -- =. ___ - --HEEL HT. ce ce a �' z PLATE _ —_ -- - —_— - --- - ----- - -- -==—_- -- -- - ----- o o ATLANTIC BEACH o w z ,,, 0 __ _ ___.__ __---_ __ __ ___ ___. _... -_ T. 0. PLATE N _Lu AMBASSADOR vLU V) "� _ .._- _ _- - _— - - 1 _ _ _ _ I DUVAL COUNTY ___ ....____ ;� C> _ _____._ �__ ...... _ _ _ .._._.____ __- - _ _ LOT/BLOCK 39 W z — 5 z z c o _ __ _ _ _..__..___— —.___ _ _. _ __ __ o TBI NUMBER 39 cn - �-- - ----- _ _ _ o MODEL _ __-_-.--_� -------- _ O Z _ _-_--------- -- _ �� . SAN TROPEZ r c3C W Q � � W o z FINISH FLOOR s � W - - _ ---_-FN. FL. ELEVATION NAME zw O a � COASTAL LouoILU ce W ASPHALT SHINGLE ROOF SYSTEM tA/C — — _ I7 Zz w 5.2.8 5.2.8 E UIP. 5.2.8 5.Z.8 j w w ADDITIONAL NOTES AND SCHEDULES SERVICE COURT Q SHEET NUMBER Q o o CAN BE FOUND ON SHEET A5.2.$2 LEFT ELEVATION � Z o Lu J � SCALE 1/4 - =1 _0 COASTAL �:® oLL A5 , 1 , 82 ¢ vF-- o W J ERIAL NUMBER 1010.0 I - I TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMMS WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. cv - 1 Nov. 25,2015 N . 3'_0. gig � 2j" �_ ° G1C 963 a- ROOFING PER CONTRACT, ON v F- FRONT VIEW SIDE VIEW FRONT VIEW A (2) 7/16" SIDE VIEW 1,_2„ OVAN G DRUMMOND, AIA SHEATHING _ AR 96399 2X6 W/ 2" 2X4 SUBFASCIA 2X RAFTER TAILS z u- ROUND VENT @ 24" O.C. 2X4 OUTLOOKER / 50 - - _ o @ 24 O.C. METAL DRIP 2X4 LEDGER 1F 4LL4L��c z o 3/8 T' "i "i 30° _.., 21_411 `t ' cn CEMENTITIOUS 1"x6" FASCIA igH 'I 0 = SOFFIT HEEL rRussLarour� ° BY ENGINEER +-HN Lu OC _ = _ Lu oOC METAL DRIP =' 1�-41F 1X6 TRIM BOARD FN N 5u 0 45 421'-41C'4 00 p w -� 1X4 FASCIA SIDING PER 1 -O • 22 21FF ,�,-� O.H. - - V 2 ° 3SN 2lLF5g F W - M ELEVATION OH 2 1.F 2 o 2X6 RAFTER WALL, W p TAIL @ 24" WALL, '` PER PLAN 32 rL,rV c a E-+ O W d F O z O.C. PER PLAN 1" 5TH LU Q 4 TRIM @ 2x MOUNTING m � 3z" > SIDING PER CORNERS TRIM USED AT 2x MOUNTII Lu ELEVATION (TYP.) 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INTERCOM SHEET DESCRIPTION Ui tn_ Lu ujo SECOND FLOOR F- ZLu _ m z - TO SWICH ,TO SWITCH ELECTRICAL Ww .BELOW BELOW FOR REFERENCE ONLY - <> u LAYOUT zz = o Lu z wcn¢ ¢ Lu o c=n O - - - PROJECT NAME o w z W I I ATLANTIC BEACH LF W = o - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - J r AMBASSADOR Q 0 = ooW � DUVAL COUNTY z MLU t=- coc LOT/BLOCK 39 � zz � I C) z TBI NUMBER 39 z o a MODEL a o Lu SAN TROPEZ LuLuz Lu U- w ELEVATION NAME T( � Lou~ COASTAL SECOND FLOOR ELECTRICAL LAYOUT vi i v p SCALE: 1/4"= V-0" COASTAL z = � z w U) m SHEET NUMBER ,,, Lu �. 0J m Lu 5u -I J E 2 , 8 2 J Z J LL.rz. J o o u- �" _ 0 J ERIAL NUMBER 1010.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING VTI Z CODE,Iy FW A$f}F SM OECTION BELOW. ce TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING s OF w , = 0 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE oc BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD F ASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER RESISTIVE BARRIER & R9 i 9 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 0 o THROUGH FLASHING BARRIER TEMPORARILY SECURE HEADER TO ALLOW FOR FLASHING INSTALLATION ' ' : 1. CUT FOLD UP &TEMPORARILY Fi ��GxX 1 17 ` { f / OVAM E3,, M " 'N' ATA 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE SECURE WEATHER RESISTIVE WEATHER BARRIER BARRIER ABOVE HEADER TO RESISTIVE EXTERIOR 1. PROVID ONTINUOUS z U ALLO FOR FLASHING BARRIER SHEATHING LIQUID A D FLASHING INSTALLATION'-' 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 6" z zo FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE SILL PAN TO THE IOR FACE OF Q I� N RESISTIVE 2. INSTALL HEAD FLASHING UNDER THE MA Y OPENING z E r 2 SILL AND HEAD o U) w BARRIER WEATHER RESISTIVE BARRIER ( ) _ I (ASSEMBLED 2. SE L JOINTS OF cc 3. FOL WEATHER RESISTIVE T WINDOW rLnw o �' SILL PAN ) MAS WITH v, BAR ZIER BACK OVER HEAD 2 C> w m ' r 2 FLASHING AND SEAL WITH TAPE OUS SEALANT. W o0 N o 0 O FLASHING a a o w [ H �r o Z DO NOT FLASH .� w Q OVIA VER BOTTOM o LU z m - CORNERL I u FLASHING PATCH NAILING FLANGE w I– O 4 w Lu � � : ^ O ® $ o Lu .. 0 Z Z00 Q o ! NOTE • 00 Lu 1. FL ASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE � S w z FLASHING i: r` (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 ►- ® v o ,�; o i: e: FLASHING x u, 2. RE OVE WEATHER RESISTIVE BARRIER FROM TOP OF QL p Z W a z I WINDOW SILL PLATE. o ! NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS, A Z A tie w z a 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) Lu U o a CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED 2 a A w 11J ce zo 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 � a `)LU A Qz , w 3. MECHANICALLY FASTEN AS NECESSARY ax,, o � o o PRE-CAST SILL � a0 Lu U- J EXT_, TYPICAL SLIDING GLASS DOOR FLASHING DETAIL EXT-2 TYPICAL WINDOW FLASHING DETAIL w N NOTE: CLEAN OFF o (EXT-1) D3 N.T.S. (EXT-2) ANY DEBRIS o D3 N.T.S. a 0 Lu OPTION -A BEFORE APPLYING o STUCCO RAKE JOINT AT WINDOW ANY SEALANTS. Lu o z _ TERIOR PERIMETER CAULKING 0 0 � 61L FLASHING //''�j� %%% , ; W TO BE SECURED DIRECTLY WINDOWS TO BE INSTALLED zQ T TRUCTURE AS DESCRIBED PER AAMA 200-1Z DRAWN BY ,� CANT STRIP CONT. DRIP EDGE / //„� ; 1N � T APPROVAL M. STRICKLAND m ACROSS DOOR HEAD �, ' z o o TO DIVERT RAIN /�'�'' //' WALL PER PLAN CHECKED BY z SILL PLATE / ���/ / �i/ j! WALL PER PLAN WALL AS Q w '�'' ' '' ✓/,-,'! �,Fi' REQUIRED . SWAFFORD UJ 0 �-- 1 uj SCALE o m , 1RAIN DRIP z w SEE NOTE #2 .: REG LET 22 X 34 = SCALE AS NOTED o J 1 ,�' EXTERIOR � -� 0 Q � DOR � _ �� � 3. INSTALL BUCK. PROVIDE 11X17 = 1/2 NOTED SCALE U- ,��,, � WALL SHEATHING LIQUID APPLIED FLASHING EXTERIOR OR CONTINUOUS SEALANT cn WITH WEATHER P.T. WOOD BUCK SET IN 0 0 � rl WINDOW G E TO MASONRY SIDE OF SHEET DATE � o RESISTIVE BARRIERS CONTINUOUS BEAD OF BUCK PRIOR TO r{, INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED INSTALLATION. NOTES: NOTE: 'E ON PRODUCT APPROVAL SHEET REVISION INFO c o z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) DRYWALL 4. SEAL ALL JOINTS (BUCK Lu m oc� CONFORMING TO AAMA 711-07 TO BUCK AND BUCK TO _ THIS DETAIL ONLY APPLIES AT EXTERIOR MASONRY) WITH ~ w z (n DOORS THAT HAVE NO IMMEDIATE OVERHANGS NOTE: cn o 0 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE A SECOND WINDOW BUCKS ARE T AULKED i CONTINUOUS SEALANT. U)i Z TO WALL & WINDOW F CAULKED >- m z 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. , 5. PROVIDE A LIQUID Ca w AT INTERIOR AND E R PERIMETER APPLIED FLASHING OR w-¢ Do SELF-ADHERING FLASHING z x o w EXTERIOR DOOR CAL WINDOW TO BUCK (INTERIOR FACE SET REVISION INFO o J = WATERPROOFING AT EXTERIOR WINDOW TO REMAIN UNSEALED). ce m (ExT-5EXTERIOR OPENING OR BEAM EXT-6 HEAD DRIP DETAIL ExT HEAD DRIP DETAIL EXT_$ MB SEALANT DETA6. INSTALL WINDOW. 3 PROVIDE A CONTINUOUS c� cc w z N.T.S. (EXT-7) D3 .T.S. (EXT-8) ; ,; SEALANT TO ALL WINDOW EXCEPTFLNGES � 'o o D3 N.T.S. (EXT-5) D3 N.T.S. (EXT-6) D3 o w z 5 AT SILL (PROVIDE 2” MIN GAP SHEET DESCRIPTION cn w o z 5 EACH END). L� UJ o STANDARD z �' 4 7. PROVIDE CONTINUOUS a SEALANT AT INTERIOR AND NOTES & DETAILS o a o EXTERIOR. REFER TO „ = J ¢ K. STUCCO ON 8" CONC BLOCK WALL PT WD BUCK AAMA STANDARDS FOR INSTALLATION STEPS. V w a W/ (1) - #5 W/ #5 IN GROUT FILLED CELL W/ PRE-CAST SILL � z z 30" OVERLAP. ALTERNATE DRILL & EPDXY #4 @ 18" O.C. PROJECT NAME c U)U o IR (SEE CHART & BEND DOWN INTO STAIR. c w Z �'-_- -_—= __ i •' w CONC. STAIRS WALL PER PLAN NOTE: CLEAN OFF y i ; � � � SECONDARY POUR � �' '" ,/ ''' %' ANY DEBRIS li %. // BEFORE APPLYING i ; / v � � _� ,. �f SITE � ! ANY SEALANTS. 8 � w � HEIGHT FOUNDATION FTG. REINF. ( �_ _ #4@ ; / / ;'�� j /��///�! _ _ n. "' u- ,�; SIZE (W x D) SPACING _.. . � • W I_ " I_ n I- n I- n T n l �� a c~n Z 0 0 to 4 0 2 0 x 1 4 (3) #5 s CONT. 56 o.c. #5 w/ RS. WIN S TO BE INSTALLED LOT/BLOCK (n L n T n I n I n I n PER 200 12 TBI NUMBER 4 -1 to 6 -0 3 -0 x 1 -4 (4) #5 s CONT. 48 o.c. FOOTING @ 4 ' _ 0 a z p BEND #5 2'-OST INTO SL ,.`. ----- �. o z 6i_1L' to 81_�L� 41-0"x 11.411 (4) #5's CONT. 32"o.c• (TYP.) 1� i' o" MZN. 0 6" -' 5"x5" METAL FLASHING STEP OR MODEL a ;? 1 ,, GRADE F w/TAR BETWEEN CONTINUOUS Lfk � zoc GRADE , ,� ' 1 w �� . �� ALL � a .� I J �" � �`��' ' << FLASHING AND SHINGLES FLASHING Lu o z RUN KICKOUT o z _ -� �. ; ._ _. ------� FLASHING 6" PAST ELEVATION NAME LU , __ I EDGE OF ROOF ROOF PER PLAN w PAVERS AT LANAI -� ------�= ALL - AREAS, TYP.cl� Lu �. --�--- Lu TYP. FTG. EXTEND TYP. FTG @ z o " i WIDTH, SEE STAIRS & PROVIDE DETAIL FND-3B #4@ 18 O.C. E.W. z ro IZE AND " 5u z INFORCEMENT INFO TYPICAL ROO SHEET NUMBER TYPICAL CMU <-b � -9 PRIVACY WALL (STEM ) WALL FLASHING DETAI _w m w EXT-10 CONCRETE TAIRS ON GRADE EXT-11 EXT 4 WIN DOW FLASHING DETAIL z J ~ D3 SCALE: 3/4" = 1'-0" (EXT-9) D3 SCALE: 3/4"=1'-0" (EXT-10) D3 N.T.S. (EXT-11) D3 N.T.S. (EXT-4) ��0D 3 0 � – Q u I– O ERIAL NUMBER 1009 t ROOFING PER CONTRACT ON (2) To,�EeGCOMEST OF LIEMY�wHEoc�rNICABLENNIMUMEDON THIS ILDING DRAWING COMPLIES WRH THE APPLIUBLE MINIMUM BULLDDlG CODE IN EFFECT AS OF DATE OF CEIMCATTON BELOW. Ln ULAYERS OF 7/16" SHEATHING V-qz CD (CONTRACTOR TO PROVIDE PRODUCT `� APPROVAL FOR ROOFING SYSTEM) SEE PLANce o LU DR 2 X 6 W/ 2 DIA.ce 9. 99 oo ROUND VENT @ 24" O.C. METAL DRIP OVAN G.AR 9 399ND,AIA EDGE CARIBBEAN CLASSIC COASTAL SHINGLE 1X4 FASCIA.- zLL- 0 CEILING INSULATION Qo (SEE ENERGY CALCS.) `'' (ASOFFIT LEGEND N.T.S. 2X6 RAFTER TAIL 0 �U) =� @ 24" O.C. 1/2" RIGID GYPSUM BOARD ul Lou o 3/8" CEMENTITIOUS Lu DBL. 2x SYP, WD. o- ce TOP PLATE cn C z m SOFFIT C) W � Ot 2x SYP. #2 WD. STUDS w N U- o FINISH MATERIAL f ! h @ 16" O.C. TIP. A a a N M Lu c PER ELEVATION �si ! . 1.4 o p z q; WALL INSULATION j m 1 X 6 HEAD TRIM ! ' (SEE ENERGY CALCS.)o O A H Lu = rn 2x SYP. #2 WD. HEADER w El z = -SEE SCHEDULE ® v, $ o o o - SCHEDULED WINDOW o u� BACKER ROD J o i SEE FLOOR PLAN w zG AND SEALANT WINDOW ATTACHMENT `J w 0 0 5/4" SILL COMPLIANT W/ FBC-R 4uLu x O a Z 2x SYP. #2 WD. STUDS @ a = 0 1 X 6 APRON 16" O.C. TYP. w A UJ Ce- Lu Z EXTERIOR STRUCTURAL z - U) Q SHEATHING AS REQUIRED W. WALL INSULATION ce z BY FRAMING DETAILS ( EA )ENERGY CALCS) a A w Lu = O 11,4 z WATER RESISTANT BARRIER O A z2 LAYERS REQUIRED) _ ¢ w ( CONNECT WALL PER d, as o POLYETHYLENE HOUSE WRAP FRAMING DETAILS 00 OR APPROVED EQUAL SYSTEM 04 Lu U- __J FINISHED BASE MOULDING w N = o ¢ 2x SILL PLATE 03/4" GYPCRETE (OPTIONAL) 2x RIBBON FASTENED TOP OF a o u.J TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR a- m TRUSS ENGINEERING TRUSS Lu 0 ce a ce o ROOFING PER CONTRACT ON (2) a o LAYERS OF 7/16"SHEATHING ¢ 2 � (CONTRACTOR TO PROVIDE PRODUCT � DRAWN BY v II w APPROVAL TGR ROOFING SYSTEM) SEE PLAN > D. KRAMER m ? zCHECKED BY o �� z WAINSCOT/TRANSITION _ . Vo ¢ 2X6W/ 2" DIA. w II 2x RIBBON FASTENED BATT INSULATION S. VANCLEAVE = w ROUND VENT @ TO FLOOR TRUSSES REQUIRED OVER GARAGE o >- ce 24" O.C. PER TRUSS ENGINEER (SEE ENERGY CALCS) SCALE m o J METAL DRIP 22 X 34 = SCALE AS NOTED o F- ¢ EDGE DBL. 2x SYP. WD. TOP PLATE 11X17 = 1/2 NOTED SCALE f 01X4 FASCIA 1/2 RIGID GYPSUM BOARD 0 vy PRE-ENGINEERED WOOD FLOOR 0 62 TRUSSES (VERIFY W/ TRUSS SHEET DATE U 0 CEILING INSULATION ENGINEER FOR TRUSS LAYOUT) (SEE ENERGY CALCS.) c 2X6 RAFTER TAIL 1/2 GYPSUM SHEET REVISION INFO Lu o a @ 24" O.C. 1/2" RIGID GYPSUM BOARD WALLBOARD ON STUDS = C° 3/8" CEMENTITIOUS DBL. 2x SYP, WD. W/ WALL INSULATION o o SOFFIT TOP PLATE 1 X 6 HEAD TRIM (SEE ENERGY CALCS) z 4 2x SYP. #2 WD. STUDS< Lu Ln � FINISH MATERIALA @ 16" O.C. TYP. m m w PER ELEVATION ' 0 NG _ � WALL INSULATION PLAN HEAFOER R SIZE ANDSEE DEPTHU-1 w 1 X 6 HEAD TRIM �` (SEE ENERGY CALCS.) SET REVISION INFO y cn w cn I 0 2x SYP. #2 WD. HEADER Lu g -SEE SCHEDULE C7newZ v nSCHEDULED WINDOW BACKER ROD SCHEDULED WINDOW o o BACKER ROD j -Lu T- ANDSEALANT ! (SEE FLOOR PLAN) AND SEALANT (SEE FLOOR PLAN) SHEET DESCRIPTION Lu z WINDOW ATTACHMENT WINDOW ATTACHMENT � w L 5/4" SILL 5/4" SILL cn w 0 z COMPLIANT WITH FBC-R z z L 1 X 6 APRON x COMPLIANT WITH FBC-R LL, 1/2 GYPSUM BOARD ON 1 X 6 APRON 1/2 GYPSUM BOARD ON Ece XTERIOR SHEATHING TO STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION STANDARD o R SHEATHING TO ¢ "' zo BE FLUSH WITH THE EDGE E (SEE ENERGY CALCS) BE FLUSEXTERIOH WITH THE EDGE I (SEE ENERGY CALCS) NOTES & DETAILS z z OF THE FOUNDATION, 1/4" 2x SYP, #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SIP. #2 WD. STUDS = o Lu GAP BETWEEN FOUNDATION ? N Lu w ¢ AND SHEATHING ( @ 16" O.C., TIP. AND SHEATHING FOUNDATION @ 16 O.C., TIP. 2x P.T, SILL PLATE 2x P.T. SILL PLATE JI o �_„ z L L Q PROJECT NAME Lu 0 WATER RESISTANT BARRIER WATER RESISTANT BARRIER 1 e ¢ a u' (2 LAYERS REQUIRED) _l_- CONNECT WALL TO FOUNDATION 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION z PER FRAMING DETAILS ( PER FRAMING DETAILS 0 o z w POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP ~' OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT, METAL TERMITE Qd SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE ¢ = o w FLASHING FLASHING u ( w FINISHED BASE MOULDING FINISHED BASE MOULDING ocn MAIN FIN. FLOOR MAIN FIN. FLOOR z o = o �ELEV @ 0'-0.. - ELEV@ 0 -0' n z z LOT/BLOCK C) w W o Z o z o z TBI NUMBER Ln u oLo < 4" CONIC SLAB W/ 4" CONC SLAB W/ MODEL Lu ¢ Z VAPOR BARRIER _ 0�^ w a VAPOR BARRIER ALL wo � � Lu REFER TO STRUCTURAL - REFER TO STRUCTURAL ELEVATION NAME w L '�z DRAWINGS FOR - DRAWINGS FOR ~' "j " z - COARSE COUNT & - COARSE COUNT & -} v FOOTING SIZE G. � iv .• <� • - . FOOTING SIZE � COASTAL (PROVIDED BY ` • (PROVIDED BY _ OTHERS) OTHERS) z = a z ' ii III ' ii III lU Lu LU E ozo � = XTERIOR WALL SHEET NUMBER W p LU CD 1 SECTION WITH WINDOW 2 - z J TWO STORY WALL SECTION - D 7 jjj J ��+ D7 SCALE: 3/4" - 1'-0" D7 _ ¢ u r o 0O +- SCALE: 3/4II - 1I_0II ERIAL NUMBER 1009 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. NOV252015 Ln V SET MIRROR 3" FROM SET MIRROR 3" END OFF BACK SPLASH MIRROR=VANITY -5° FROM INSIDE CORNER (TYPICAL) ;� of Fool w DRYER VENT s GAS PIPE (TYPICAL) jm� cc z FOR GAS DRYER ONLY o 112H --------- -------------- 639 COUNTERTOPS o 0 cn �DRYER VENT (TYPICAL) F� _ DC Q OVAi b-,f qM J1U�5 AIA 36" HIGH X zo °~ w GAS PIPE (TYPICAL) .I 2 F- FOR GAS DRYER ONLY io VANITY-5 MIRROR �"' w ( z � ) �� o 111 �-• OUTLET BOX ii i m II o O _____________________ .Q 1/4 MIRROR DRYER VENT BOX- ATTACH PER MFR. IN BACKSPLASH O D D O - .1/2" RECESS O INSTRUCTIONS o � = / DRYER VENT BOX5u - U) w o FOR MIRROR � � ATTACH PER MFR. z m �, 0 2X4 HALF WALL O INSTRUCTIONS - v� ce 2" YORKTOWN P.T. SILL PLATE N P.T. SILL PLATE �, d w00 b C14 LL. o "' TRIM - MM MIRROR (IF SLAB ON GRADE M LU � o ) ;-� (IF SLAB ON GRADE) � a a N CL z CABINET O w ¢ VANITY MIRROR INSTALLATION INSTRUCTIONS: + H LU = oA d o i- r, 64 =) w 1. MIRROR T BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE, WITH PEDESTAL w c 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: CS ® ' oo CORNER. (Y RKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, to o > ce NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. d w zCOUNTERTOP CANTILEVERS MORE THAN 10" 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED w w BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM j' x 13 z1 2" +/- FRO A TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURERS SPECIFICATIONS. *' a p Z - Lu A a ¢ � $ - W INT 1 KITCHEN HALF WALL DETAIL INT-2 RIAS ER BATH MIRROR WOOD TRIM DETAIL (INT�-3DRYER VENT BOX FOR DRYER ONLY A z w m U D$ SCALE: 1/2" = 1'-0" (INT-1) D$ SCALE: 1/ ." = 1'-0" (INT-1) D$ SCALE: 1/2" = 1'-0" (INT-3) •++ @ a A w = o �', + a x Q a z TILE OR STONE ON 1/2" COMPARE x O A = z HARDI BACKER BOARD MANUFACTURER'S a o ~ o o OVER 4" EXT. PLYWOOD DIM OF TUB & a O o TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION N LL_ Q TO CONTRACT SPECIFICATIONS) c� C) cc U- WALL TILE REFER TO FLOOR PLAN VARIES - SEE PLANS O O J ' LU Lucem o z 2X BLOCKING BETWEEN VARIES BY MODEL 1 ROW OF TILE o STUDS (3 WALLS) z o1 z ,� 2X4 @ 16" O.C. DRAWN BY ¢ � °C VINYL LINER (3 WALL DED 5" Q '� CORNER SHELF Lu a o . M. STRICKLAND z m UP WALLS ce O ` „ (1) CERAMIC CORNER ~'o z O �_ FLOOR TILE SHELF AT 48" A.F.F. 2X4 LEDGER CHECKED BY ¢ SILICO NT BETWEEN U- m n. - 0. SWAFFORD _ w WET BED o "', f , ^ o- , F- f-' x x DROP IN TUB x coc z w w Q 2 "SHOWER DRAIN `„ `„ (714 SCALE maw FLO U_ > �- + 2X4 CRIPPLES LU 22 X 34 = SCALE AS NOTED J o J ��rf `� 0 0 _ THRESHOLD 00 11X17 = 1/2 NOTED SCALE � W cn �. 0 0fitTILE AT DOOR a 2X4 TO BE P.T. SUPPORT UNDER SHEET DATE o THRESHOLD WHEN IN CONTACT TUB AS REQ. BY Lu W WALL TILE W/ CONC. MANUFACTURER'S. a o ADJUSTABLE COAT WETBED PLAN �, SHEET REVISION INFO o z SHOWER DRA LIN N SEALANT @ n n I _ °}° _ 2" SHO N FLANG ROOFING FELT FR-33 D ROP IN V TUB DETAIL ~ w o NOTE: D$ SCALE: 3/4" = 1'-0" (FR-33) z = F z NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AN SHAPE VAIRES BY MODEL AS SHOWER ELEVATION m °J° � MARBLE D TILE OPTIONS RE SELECTED.IN LIEU OF CERAMIC WHEN MARBLE/ ARCHITECTURAL PLANS WELL AS PLUMBING CBY MODEL.REFER TO L = �w �o� oInW W 4 SHOWER & CURB ON FRAMED FLO INT-5 STANDARD SHOWER SHELF LOCATION � �� - _ SET REVISION INFO � g Lu � $ INT- D$ INT-5 JOIST BELOW EXTEND TO QP�� cL cc m SCALE: 3/4 = 1 -0 ( SC LE: 1/2 = 1 -0 ( ) LD o > z BOTTOM OF FLOOR JOISTS. o � 3: z END POST TO PENETRATE oz� 2.'-J � SUBFLOOR. SHEET DESCRIPTION W o STANDARD a o BLOCKING FACE NAIL END PosrTo NOTES & DETAILS cc z w 4 LU> CV 2x BLOCKING BETWEEN z z = o FLOOR TRUSS AGAINST t ¢ END POST. Lu ce _ Z Lu p SUB FLOOR. ' � �� � - j - PROJECT NAME ' / �' �' W 0 Q ccLu in i uj H w w LOT/BLOCK En TBI NUMBER oz ';' �'� ' ''' ` MODEL ce uj ALL > T ��> , // � \\may% NATLS(TYP) w o z FLOOR TRUSS. ' W ELEVATION NAME Ln Z a , w w � z W " � � � W ALL ~ zo z = � z WCLUE SHEET NUMBER oo = ; Lu u D8 w m W rF34 HALF WALL TIE-IN DETAIL .Z o D8 N.T.S. (FR-34) aI �- o ERIAL NUMBER 1009 i i j DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAILING ' TYPICAL DOUBLE TOP WINDOW SILL SCHEDULE PIL TE 0.131X3" TOE NAILS SPLICE TYPICAL TOP PLATE NAILING: ' DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT I TYPICAL STUD NAILING: 2X6, 2x8 = (5) NAILS '-0" MIN. SPLICE LENGTHROUGH DROPPED HEAD MINIMUM END 2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL CODE 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES OPENING OR SILL PLATES FASTENER EACH END 0.131x3" END NAILS: / (16) 0.131x3" NAILS SYP SPF � 9" LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS FVENLY SPACED < 4'-4" (1)2x4 SPF $2 (4)12d TOE NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR +229 (2) ® 2x4, 14" LVL, 16" LVL = (9) NAILS OF .131x3 ® 12" O.C. STAGGARD. 4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS `• UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) GARAGE USP A35 450 450 (9)10dx1 2" ZONE (PSF) a' = 4'-6" DOOR (3) ® 2x6, DESIGN LOADS: ACTUAL AND UNIFORM -28.8 USP RT7 585 495 5 8d E A. END (4) ® 2x8• SYP#2 < 8'-4" (3)2x4 SYP #2, (1)A34 + (4)12d TOE NAILS ROOF FLOOR 10 +25.6 -27.7 +25.6 -34.2 2 x7') SYP#2 DBL. HEADER, 6 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS 2 CAR USP RT8A 775 650 (5)1Ddx /2" EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX. TOP PLATE PER PLAN 4'-0" MIN. +21.8 ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE USP MTW12 1195 860 (7)10dx '/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS I�'' Lou P o n t i o and TOP CHORD LIVE LOAD 20 psf 40 psf DOOR _23.9 USP HTW20 1450 1245 (12)10d 1'/2" EA. END ALL WALL STUDS.. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7') SEE 5/SO.0 Associates, Inc. TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 9 10d A. END BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE O 2, USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY 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 OPTION: DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/,"o ROD TO FTG. 3. USE SYP#2 FOR ALL - 2x SPF DIAGONAL BLOCKING . B Osceola Avenue SHALL BE PERMITTED I DROPPED FASTENED w/ 3-0.131"x3" Jax. beach, Florida 32250 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)10d 0 HEADER HEADERS HEADER EA. END TYPICAL. Ph.242-0908 Fax. 241-9557 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 I SHEATHING MAY EXTEND 2' 0.75" MAX ANY CASE g/6"� ROD TO FTG. 4. ALL WALLS SHALL BE I I _ ____ PAST BLOCKING- WINDOW FL:CA#8344 SC:CA#3579 POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/8"0 ROD TO FTG. BALLOON FRAMED FULL I I --- ---- ARCHED ATTACHMENTS MUST WIND LOADING: s HEIGHT TO ROOF OR FLOOR L-- J TRANSOM SYP#2 HEADER, LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 /B'0 R D w/ (12)16d ---- FASTEN LOWER STUD PER PLANS ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A s BEARING ELEVATION, U.O.N. ON PERMANENT TRUSS OPTION TO TALLER STUD w JACK AND MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 /8"� ROD w/ (12)16d PLAN. / SEE RIGHT BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS • PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 10d COMS KING STUDS, SEE PLAN .� e OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)1/,">2-1/, TAPCONS 5.) FASTEN BOTTOM PLATE OF CSD 12" O.C. WINDOW SILL SEE • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE . BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB FOR SILL SIZE AND °.� SIMPSON CONNECTORS INTERIOR WALLS TYPICAL SOLE AT TWO STORY CONDITIONS, THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. w/10d MASONRY CUT NAILS Cs� " FULL PLATE NAILING: CONNECTION EACH WINDOW SILL SEE PROVIDE SOLID BLOCKING No. 1- 130 MPHv, BASIC WIND SPEED (ASCE 7-10) a a 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS: END SCHEDULE WITHIN FLOOR SYSTEM AT ALL o IMPORTANCE FACTOR --------------- 1.00 UPLIFT FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" QC, UPPER LEVEL POSTS & JACK tAt cn MEAN ROOF HEIGHT ---------------- 20.0 FT -� -- C CONNECTOR SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS (3) CSD 2x4, • 4 CSD 2x6, STUDS ROOF PITCH ------------------- 8/12 1 o A35 450 450 12-8dx1' " 10446.4 5 ® 2x8• SDWC15600 SCREW 'y�� 1?. :° II a ' H2.5T 600 520 5-8d EA. END 11478.3 BLOCKING SHEARWALLQSUTAND PT. SPF#2 4�0�n+ �<"� BUILDING CATEGORY ---------------- SEE 8/SO.0 . .�C` . F EXPOSURE CATEGORY --------------- C �I`- DENOTES EDGE STRIP. .eej ss, 4,0 0, STUCCO FINISH SOLE PLATE SEE C & C CHART H8 620 530 5-10dx1 " EA. END 11470.3 SEE PLAN FORS D SIZE hes tla ®® ENCLOSURE CLASSIFICATION ------------ENCLOSED ABOVE FOR 'a' DIMENSION " AND O.C. PACING. INTERNAL PRESSURE COEFFICIENT ---------- t .18 MTS12 1000 860 7-10dx1 EA. END 10456.3 WALL SHEATHING 6 HTS20 1450 1245 24-10dx1/2" EA. END 13872.3 SEE DETAIL 1 SO.1 • ' a I __J CONTINUOUS BLOCKING / •, - e : a A•' + , 4..• MATERIAL SPECIFICATIONS �- MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR YSTEM FOR SPLICING w• FOUNDATION SEE PLAN. - .� �• �` a Christopher J S a b o u r i n P t 16d COMMONS �' a'� WHERE POST IS BOVE. OPTIONS MAX. MIN. SOLE PLATE ANCHOR: FL P E#71 4 61 a MSTA36 2050 1870 13-10d Ek. END 13872.8 C� 8" O.C. o i i o r-- -I WALL FRAMING AT WALL FRAMING AT L-- - J 18-16d 0 TRUSS BEAM FLOOR SHEATHING, FROM SOLE SEE SCHEDULE HARDWARE AND ANCHORS: - HTT4 3480 3080 / 11496.2 8d 0 3" SEE SPECIFICATIONlS I PLATE CHANGE CONDITION RAISED HEADER CONDITION PLATE BREAK ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH �I`-'IL 1-s/ "� OD TO FTG. I I REVISIONS DATE [NOT ACTUAL PLAN] a a s BUILDER MAY CHOOSE EITHER THE DROPPED ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d 0 TRUSS/BEAM I HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT WASHERS: SHALL BE IN ACCORDANCE WITH ASTM 3 G (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 11496.2 �------- I I DROPPED HEADER CONDITION NUTS: SHALL T IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-s/e"� OD TO FTG. I I 2 TYPICAL WALL FRAMING METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d T HEADER � I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 S0.0 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d T JOIST I I I Y2"x6" SIMPSON TITEN HD DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I I SOLE PLATE ANCHOR 14-16d T HEADER __ � w/3X3x0.229" WASHER SEE LARGER THAN REBAR SIX AND '/e" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- - J Q&HOLD DOWN OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d T JOIST I SCHEDULE FOR SPACING (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT s SYP#2 DBL. I SEE 5/S .0 SEE 1/SO.1� ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 /8"0 ROEEPDXIED 6" MIN 10849.6 TOP PLATE � � BUTT JOINT (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/8"0 ROEEPDXIED 6" MIN 10849.6 EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: 11 BLOCKING ONLY REQUIRED 2" 2" REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON PDXY-TIE 11506.4 ; AT SHEARWALLS AND WALL SHEATHING FIELD ALTERATION STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, I STUCCO FINISH (WWF): WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND 10-16d T STUD/BEAM/POST I SEE DETAIL 1/SO.1 CONTRACTOR SHALL CONTACT LOU WELDED WIRE FABRIC WWF : SHALL BE ASTM A185. LTT208 1675 1675 11496.3 I FOR SPLICING I PONTIGO a ASSOCIATES PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/2"0 ROD TO FTG. I 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 I BOUNDARY OF MODIFICATIONS WHICH MAY VARY MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT i d Y2" THREADED ROD SEE GENERAL NOTES. in 1'-D" 6" SHEATHING FROM THE INTENT OF THE ORIGINAL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-Sd 10852.1 SHEATHING I EPDXIED 4"w/3X3x0.229" PT. SYP#2 CONSTRUCTION DOCUMENTS.ANY MA MIN• FIELD ALTERNATIONS MADE PRIOR TO GENERAL NOTES CONSTRUCTION SPECIFICATIONS TO BE WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL CONTINUOUS � FOR SPACING EDGE W BLOCKING BEING APPROVED BY LOU PONTIGO 8 INTERIOR BEARING SOLE PLATE BREAK / ASSOCIATES MAY RESULT IN TO UPPER I� WHERE REQUIRED BY ADDITIONAL ENGINEERING OR FLOOR SHEATHING SPECIFICATIONS TOP PLATE WALL: SEE SCHEDULE EPDXY ANCHOR TITEN HD GENERAL NOTES. INSPECTION FEES. FOR STUD SIZE ANCHOR OPTION I AND O.C. SPACING. OP ION .. 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON ® 6' O.C. EDGE & FIELD i WALL SHEATHING TO ROOF SHEATHING SPECIFICATIONS: SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT SUPPORTED EDGES, SHINGLE- MIN. 7&", 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 TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). II SEE DET ILS SEE DETAILS RAISE M' FROM ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTES 8d � 3' I BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE - ON 51.01 ON S1,01 •• TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OFR OF EDGE). I, f _ -- -� �- PLAN AND FASTEN T1TEN HD 48" 24" 3x3x0.229" 4" 2" - w/8d ® 3' O.C. UNBLOCKED PANEL EDGE F-- r t £..e. .�. r • • MAS EPDXY 48" 24" 3 N�A 229" N A N A TYPICAL AM UNSUPPORTED •• METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS Cv? 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'- OF ROOF EDGE). I I I / / (UNBLOCKED) (TYPICAL) r , _ V WALL SHEATHING SPECIFICATIONS I I I .' I I I NOTES: r ^ FLEXIBLE FINISH-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d CSD 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I I I I I I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE �J J FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L------_-J L--------J L-------J CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX. W STUCCO FINISH.-MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d ® 6" O.C. EDGE AND 6" O.C. FIELD, SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. (LION) TRUOSSES, OR ( ^ ( r , MASONRY SPECIFICATIONS: SINGLE STORY MULTY STORY 2• WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS. v , W C) MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/8" W/ 11/2"0 ROUND m 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. STEEL WASHER MAY BE USED. W CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TYP. WALL SECTIONS 3 SOLE PLATE ANCHOR DETAIL 8 SCHEDULE 4 ROOF AND FLOOR SHEATHING NAILING ( i _I CONCRETE ON (CMU): S0.0 SO.0 SCALE: 3/4" = 1'-O" W U I r , CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL S0.0 SCALE: 3/4'° = 1'-0" W REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 W THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". 7 MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE 11/2" 1"/Z" 1� USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT l WITH - #4 0 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) ROW OF 1 O C. DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY NAILS ® 8" RiED o 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". BEAM. STAGGERED °� 2x4 BLOCKING SIMPSON CLAY MASONRY ICK): SDWC15600 3 PLY BEAM. � " N 024" O.C. FASTEN BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF 2x4 MEMBERS: EACH END w/3-ILS FRAMING (1) ROW OF 1 O � TOENAILS ryI CONCRETE SPECIFICATIONS PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS 0 4" O.C. M J DETAILS TO TOP OF TRUSS AS SHOWN. W ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH RCI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 SI AT 28 DAYS AT 12" O.C. • CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING 2x6 MEMBERS: AT HORIZONTAL JOINTS. , •N EA. SIDE. GENERAL NOTES: ROOF SHEATHING, SEE (3) ROWS 12d (2) ROW OF 1 O STUD BELOW SPECIFICATIONS BELOW. NAILS 0 4" O.C. LOWER TOP 4-10d HEEL1'-0'• AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS DOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES Q FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTION ORTHOGONAL VIEW SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT 2x4 OR 2x6 POST 2x8 POST CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN OF CORNER W O 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 (3)ROWS OF 5" (3)ROWS OF 6�" . z FOUNDATION PLAN SHOWN ON S1,0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIE OR LOCATION IS NOT SIMPSON 4 TRUSSLOK TRUSSLOK DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS @ 24"o.c FASTENERS @ 24"o.c 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 # ® 48" O.C. OR ROD CHAIRS. FRAMING AS SHOWN AS SHOWN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, ERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON ER WALL INTERSECTION BAR DIAMETERS SHEATHING MAY SDWC15600 DETAILS CONDITIONS CONDITIONS TERMINATE AT SIMPSON LSEE ROOF CONCRETE SLABS ON GRADE: SIMPSON SDWC15600 FRAMING 3-PLY 4-PLY NOTES: TOP OF DBL. 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 PR VENTION OF SUBTERRANEAN SDWC15600 SEE NOTE 1 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS SEE NOTE 1 TOP PLATE. DETAILS 14" LVL AND GREATER 2. DENOTES 3"x0.131" GUN NAILS ® 6" O.C. VERTICAL 0 TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB INA 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. ER ICAL 0 TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE WOOD FRAMING SPECIFICATIONS: 5" < HEEL < 1'-0" HEEL < 5" NOTES, 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTWITH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 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: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN STAINLESS STEEL. 1. TOP PLATE TO STUDS WC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGINEERED WOOD TRUSSES: AT TOP PLATE TO STUD, SPACE 0 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS 5 ROOF TRU S CONNECTION 7 INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY AND 6 BUILT-UP MEMBER FASTENING RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON S0.0 S0.0 S0.0 SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. DESIGN KING STUD TO TOP PLATE: TRUSS TO PLATE: ✓ v� V ' ROOF OVERING SPECIFICATIONS: SDWC15600 SCREW. SDWC SCREW THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MAN FACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: nI AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM 1514 AND BE INSTALLED ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: CRITERIA 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 EN RIGHT. NOT REQUIRED KING STUD TO TOP PLATE: FOR GABLE ENDS. SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: AND WATERPROOFING: NOT REQUIRED AT GABLE [SEE DETAIL AT RIGHT. NOT REQUIRED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. GENERAL THAN 4'-6" Q. PLATE TO HEADS : R WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND ANDABBREVIATIONS KING & JACK KING & JACK SDWC SCREW @ NOTES N CTION STUDS SEE PLAN STUDS SEE PLAN 24" O.C. MEMBERS FASTENER INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL Do NOT SCALE DIMENSIONS FROM TYPE LINTEL DIMENSION MIN. BRG. MAX. SPAN ® (2)12d TOE HEAD OR SILL TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. NAILS E.E. PLATES SEE IL THESE DRAWINGS.IF A DIMENSION IS L3'/2x3'/2x'/4 4" 6°-0" � GABLE X-BRACE, SEE DETAIL HEAD OR SILL ]�I SO.1 (MIN) SCHEDULE 2X6 WALL UNCLEAR REFER TO THE TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4x3'/ "x'/ 6" 8'-0" HEADER SIZE, JACK AND KING STUD PLATES SEE ARCHITECTURAL DRAWINGS OR 2 4 H6-1/2 SCHEDULE CONTACT THE E.O.R. DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS -_,. DESIGNATES SHEARWALL. THE QUANTITY. ROUGH OPN'G, SEE ARCH s i HIDDEN LINE DESIGNATES SIDE OF HEAD OR SILL KING STUD TO FRAMING BELOW: TRUSS TO PLATE: L5x3/2"x/4 6" 10'-0" PLATES SEE CS18 STRAP w 6-10dx1}t2" ROUGH OPN'G, SEE ARCH SDWC SCREW WALL THE SHEARWALL SHEATHING / RIM JOIST TO TOP PLATE TOE NAIL (8d c� 6") GUN NAIL 6" y 1 SW TO BE APPLIED. 8d ® 3 SCHEDULE NAILS EACH END. STRAP PLAN NAME L6x3/2°x/4 6" 12'-0'° JAILING: /6 KING STUD TO BOTTOM PLATE CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 1 ,> d@3'/6' DESIGNATES 8d COMMONS 0 3" ATTACHMENT CAN BE INTERIOR OR COASTAL SAN TROPEZ L7x3/2 x/4 6 16'-0" O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE DESIGN/DRAWN/CHECKED 1. STEEL LINTELS TO BE MINIMAL 36" - SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS MK /LAP CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK ADJ - ADJACENT LG �.ongSPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREWRESISTANT COATING OF EPDXY BASED �__ VENEER GABLE ENDS OR 2-STORY JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. I I BM - BEAM MANUF Manufacture THAN 8° OR OPENINGS LESS 24" O.C. DATE WEATHER BOT - BOTTOM MONO Monolithic WALLS THAN S-6" 2x4 WALL 02.17.16 RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS I -- I BARRIER BRG - BEARING OC - n Center HEADER FASTENING SECTION 2. LINTEL MORE THAN TED SHOULD CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board SCALE JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO I I i DBL - DOUBLE PERP Perpendicular AS NOTED ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. I DIA - DIAMETER PRE ENG - Pre Engineered KING STUD TO FRAMING BELOW: CONT. HEADER, TWO PIECES FACE NAIL 16d® 16" O:C. ® EDGE SCREWS INTO HEADER PROVIDE A '/2" = LINTEL EA - EACH PSF - Pounds per Square Foot s 4 g CS18 STRAP W/6-10DX17oZ" LPA No. ATTACHMENT VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI - Pounds per Square Inch I � - NAILS EACH END. STRAP ATTACHMENT CAN BE CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR - ENGINEER OF RECORD PT - RESSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-16-00036 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No. STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES ® 24" O.C., VERT. EXT - EXTERIOR REINF Reinforce LOCATED WITHIN 6" OF PER SCHEDULE AT LOWER LEVEL HEADERS w/8-10d COMMONS GABLE ENDS OR SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 16") GUN NAIL Cs� 8" TIES ® 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF quare Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUSSES LESS 4581 WIND-ZONE VERT. TIES ® 16' O.C. . SEE PLAN FTN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED THAN 8' OR OPENINGS LESS SHEET ) BRICK LINTEL, SINGLE STORY MULTI STORY NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP - southern Yellow Pine (STACKED WINDOW5 THAN 3'-6" SEE SCHEDULE 3"x0.131"O = GUN NAILS 2°'x0.113"O = RINK SHANK 12" OF OPENINGS. PROVIDE3/,e"O WEEP FTG - FOOTING THRU Through UNSTACKED WINDOWS) SO.0 2"x0.113"O = 6d 2'/2°°x0.131'°�b = 8d HDR - HEADER TYP - Typical 8 TYPICAL HEADER STRAPPING HOLES ® 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION - Unless Otherwise Noted 3"x0.148"0 = 10d 3/2"x0.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT Vertical I.,SO.O 11/2"4.148"0 = 10dx1'/2" 11/2"xO.131"O = 8dx11/2" WWF - Welded Wire Fabric SHEET ] OF Q 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP l PLATE w/ 10d 0 4" O.C. FASTENED TO TOP WALL SHEATHING PLATE w/ 10d ® 3" O.0 8d COMMON WIRE NAILS _ 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING CSD 3" O.C. /� \\ ATTACH AT EACH WALL STUD w/ 3-16 6 / I NAILS AT EA. FRAMING INTERSECTION. I (MIN. OF 6-16d BETWEEN EACH TRUSS) BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER / AT SHEARWALLS AND PLATE BELOW TOP PLATE Lou P o n t i o a n d STUCCO FINISH HEADER I Associates, Inc. 5-8d COM PORCH SHEATHING, ENO I °°I PORCH \\ // 3 EACH SIDE SEE SPECIFICATIONS 16d COMMONS OF SPLICE 16d COMMONS BELOW I O°I @ 8'° O.C. II SHEATHING SPLICE @ 8" O.C. 11 2x4 SYP#2 HORIZ. BRACING I 8-GUN NAILS .:I HEADER, 24" O.C. BETWEEN OUTER WALL SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue I PORCH PARALLELi HEADER & SUPPORT FULL HEIGHT DETAIL B )ax. Beach, Florida 32250 z II & FIRST INTERIOR TRUSS. NAIL TO WA PORCH POST, PER PLAN. (2)MSTA24 ANCHOR OR DTT2Z Ph. 242-0908 Fax. 241-9557 CONT. RIBBON CONT. RIBBON i 8d COM ® EACH END w/ 3-0.131x3" NAILS PERPENDICULAR I STRAPS MIN. 2 2x4 WOOD II HOLD DOWN AT ( ) BOARD (TVP) N BOARD (TVP) {I 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. FL:CA# 8344 SC:CA#3579 {I EACH SIDE FLOOR TO PORCH HEADER. WALL FLOOR FLOOR - _ I OF SPLICE TRUSS OPTION A SHEATHING TRUSSES TRUSSES I 24" 16 GUAGE POST BASE: ttiiliarnthr OR JOIST. OR JOIST. 1 2x4 SYP#2 I STRAP w/11- POT 24" 16 GUAGE 4x4 POST:ABU44 STUD WALL FRAMING SHEATHING SPLICE DIAGONAL I 10dxlY2" EA. END BE OW STRAP W/11- 6x6 POST:ABU66 w/ 2x SOLID BLOCKING LSTA12 FOLDED OVER TOP AT SHEATHING EDGE ��'`� .+'' •°••. 'sr� FASTEN EA. 10dx1Y2" EA. END 4 r I END w/ DOUBLE TOP PLATE PLATE w/5-10d NAILS 8d COMMON WIRE NAILS i \ ®t'3:•oo� �`� OSB or PLYWOOD I I- PORCH. CONTINUOUS OVER TO BLOCKING 0 3" O.C. INTO TOP PLATE & 5-10d 3-10d COMMONS PORCH HEADER, SLAB 6„ HEADER NAILS INTO BEAM. SPACE = ,3 �* p 1 RIM BOARD Yq t�- S5H SHORTER THAN SEE PLAN TS16 - MAX ® 48" O.C. OMIT IF WALLI �0• �1 FLOOR SYSTEM. ALIGN CEILINGTRAPS $ SHEATHING IS INSTALLED WALL FRAMING WALL FRAMING I WALL FRAMING MSTA24 � ROD VERTICAL JOINTS WITH LINEROOF TRUSSSTRAPS EPDXIED 6" MIN ON FACE OF BEAM OR JOIST SEATHING SPLICE Il WALL SHEATHING ° � \ m STAT )F L JOINTS INSTALL FLOOR TO o° i\FOR ERPEN I AR = '-0 BLOCKING ONLY REQUIRED �i -8d COM FLOOR STRAPPING PER PLAN VIEW F PLAN VIEW OF ELEVATION VIEW OF ,, TRUSS CONNECTION '•. �` e."+ � `-° 8-GUN °° SEE DETAIL B ABOVE 9"'mss ®'•C 0 °•° ' ' v�' o AT SHEARWALLS AND EACH SIDE OPTION 1 OR 2 PORCH HEADER PORCH HEADER PORCH HEADER pF, •. �+ .*' cw NAILS CONTINUOUS 2x6 SYP#2 STUCCO FINISH OF SPLICE AT CORNER POST AT POST AT POST LEDGER FASTEN WITH sOAssis��I�IV �� OPTION 1 OPTION 2 FULL HEIGHT '`dar®�rd�®�a��aa®naaaaaa°,1�,+ OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHEATSPECIFICATIONS: ANCHOR OR NATTT2Z 5-0.131x3" EA. STUD. N HOLD DOWN AT MIN. (2)2x4 WOOD 1/z" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS NOTE 1: OR OPTION B TO PORCH HEADER. DETAIL A Christopher ) S a b o u r i n PE 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/s" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS CSA 6" O.C. EDGE AND FIELD 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED F L P E#7 1 4 6 1 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPICAL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION OTED SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 S0:1 S0.1 S0.1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ I IF TRUSS REACTION EXCEEDS PPLE STUDS ROOF TRUSS. � 23001b DIRECTLY BENVIDE IEATH TRUSS SYP#2 2x4 NAILER FASTENED TO TRUSS ROOF BOT. CHORD w/ 0.131x3" @ 3" O.C. I I A II I V - - V I 2-SIMPSON H2.5T. B B FIELD ALTERATION FLOOR OR TRUSS. 2x4 SYP#2 CATS AT 12" FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF It_ ___--___ __________ Aj(DA O.C. FASTENED TO TOP ROOF TRUSS. TRUSS. PLATE w 4-0.131x3" 11 1/4" SHEATHING FASTENED TO SDWC 15600 _ _--__--___ CONTRACTOR SHALL CONTACT LOU __ _____ PONTIGO rx ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD / COMMON. MAX. TOP PLATE w/ 10d @ 3" O.C. CS�CREWSO C I I II II II MODIFICATIONS WHICH MAY VARY SHEARWALL FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY 1611 MAX. FIELD ALTERNATIONS MADE PRIOR TO OSB WALL 2x SYP#2 CONT. ATTACH B D D D D BEING APPROVED BY LOU PONTIGO E FASTEN CATS EACH END w/ II TO TOP PLATE AND TRUSS SHEATHING C B C C C ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 3-0.131x3" COMMON TOE NAILS f fl w/ 0.131x3" � 3" O.C. EDGE OF SHEARWALL OR ' 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL „ „ C C EXTERIOR WALL S 8d@3 6 SW 8d03"/6" MA ALTERNATE A ALTERNATE B ALTERNATE C A TERNATE G PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO I TRUSS ROUGH OPENING, TABLE ASEE LcFT ) I ROUGH OPENING, SEE POST BELOW WITH 2-CS16 STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT QA - UP TO LOWER STUDS �- UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 -' '/,R'° OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d 04"O.C. SW 8dg3 6: (2) CS18 STRAPS SW 8d®3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT FLOOR ANCHORS ARE NOT USED TO NAILER w/ (1) ROW 8d TRUSS. 2x4 SPF#2 CONTINUOUS - TRUSS. B - END STUDS TO FOUNDATION B - END STUDS TO FOUNDATION 0 3" O.C. FASTEN TO TOP % ,% f / HEADER GOWN CONNECTION HEADER UP CONNECTION �s s �r LEDGER FASTENED W 8d�3/6: HTT5 OR HDU5 W 8d®3 6: HTT5 OR HDU5 w/ (2) ROWS �; /,s OSB TRUSS WEBS WITH-- PLATE _ _ C SOLE PLATE ANCHORS C SOLE PLATE ANCHORS CONNECTION CONNECTION OF 8d t�P 3" O.C. � � BLOCKING ' w/3-0.1310' o Q UPLIFT CONNECTOR UPLIFT CONNECTOR r , PAN NEL / 4 SHEARWALL NOTES: SEE SCHEDULE ON DETAIL 3/SO.O SEE SCHEDULE ON DETAIL 3/SO.0 CALL OUT CALL OUT 2x4 SPFLOOR COMMON. 1. AT ROOF TRUSS, SYP#2 2x4 NAILER FASTENED II ALL AROUND FLOOR FRAMING CONTRACTOR MAY SHEARWALL NOTES A H2.5T 0 32" O.C. TOP & BOT A LS18 ® 32" O.C. I CHOOSE A,B,C,D, OR G. 1. PROVIDE 746" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN f � � j TO TRUSS BOT. CHORD w/ II FASTEN CATS EACH END w/ I 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT ALL PANEL EDGES. v W (2) ROWS 0.131x3" @ 3" O.C. II 3-0.131x3" NAILS ® 6" O.C. I� O.C. FASTENED TO TOP 2. USE ALTERNATE A. C (1)MSTA24 STRAPS C (2)CS16 STRAPS INTERIOR II �� PLATE w/ 4-0.131x3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM 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 ,1 SHEARWALL. iI COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) Uj SHEARWALL OR 5-16d NAILS TRUSSES. t , EXTERIOR WALL W ALTERNATED ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIORS TO ROOF OR FLOOR TRUSSES PER 5/S0.1 ALTERNATE F 3. USE ALTERNATE U Uj E & F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 TRUS ATTACHMENT 11 5 SHEARWALL ATTACHMENT AT ROOF & FLOOR s TYPICAL SHEARWALL ELEVATION WHEN 7 HEADER TIE DOWN S0.1 50.1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTEO SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Z [)� Q w 8d COMMON NAILS 4-12d TOTE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECIFICATIONS AT 3" O.C.(TYP) ROOF NAILS TYP. 2x4 SYP#2 OUTLOOKERS TRUSS ( ) CSP 24" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE 1x4 SYP#3 WALL STUDS WALL STUDS EACH END w/3- Od H3 OR H2.5T HURRICANE CLIP @ EA. OR BETTER OR 2x4 SPF#2 OR BETTER. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. F (LION) j 4< AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW m ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER COMMONS (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT t TO BACKSIDE OF WEB. I°I THE WEB OF THE BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. I°I DELEGATED TRUSS ENGINEER. W 0m 1 2X6 I I 3.)PERMANENT PERMANENT BRACING V ROOF TRUSS-/ ROOF TRUSS ANGLE BRACING APPLIED TO �I WHERE NOTED ON TRUSS MFR. SHOP L'•I SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. I°I DRAWINGS. THE CONTRACTOR SHALL SYPO LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP 3 OR BETTER W TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS II # i.i.d G• 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO BOTTOM CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED REQUIRED FOR BRACE GABLE END TRUSS. BLOCKING WHEN OVERFRAME (°I PERPENDICULAR TO TRUSS BOTTOM r A-SINGLE LEDGER B-DOUBLE LEDGER RAFTER LENGTH LENGTHS > 8'-0". WEB w/ 12d CB E THE I I CHORDS AND ATTACHED TO EACH Ili T-BRACE TO BE THE I°I TRUS WITH 2-8d COMMON NAILS. AT ALT. T4 BOTH H3 ABOVE LESS THAN 4'-0" FASTEN w/10d COMMONS ° ° SAME SIZE, SPECIES, PRODIDE MTS12 OR CS16 DIRECTLY (� 6" ON-CENTER 2X4 2 SYP BLOCK 0 EACH I I GABLE END WALLS PROVIDE DIAGONALS �`\ VERTICAL VERTICAL # AND GRADE AS WEB �\jJ ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE I°I AT END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. 0 0-775 2x6 w 5-0.131x3" 1850-2345 2x8 w 6-'/q"0x6" SDS SCREWS END W/ 3-10d TOENAILS I I (APPROXIMATELY 45%) TO THE / / LOCATION. IF MORE THAN (1) LATERAL I°) ADJACENT EXTERIOR PERPENDICULAR 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-/4"Ox6" SDS SCREWS BLOCK TO DBL TOP BRACE IS NEEDED, OVERLAP BRACE 11 WALL BETWEEN EACH LINE OF BRACING 1251-1540 2x10 w/ 10-0.131x3'° AS SHOWN. TO FORM A ZIGZAG PATTERN ALL 1540-1850 2x12 w/ 12-0.131x3" PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING IPROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT tO MATERIAL. THIS REQUIRMENT IS NOT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES: WHERE A LEDGER IS INDICATED I 0.131x3" TOE NAILS CSD 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE I BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. I�LSTA12 @ 48" O.C. OR DBL TOP PLT X-BRACE w/ 2-16d INTO BOTTOM 8-10S I LINE OF BOTTOM CHORD BRACING AT A CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. TYPICAL 8 LEDGER CONNECTION s DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SDWC15600 @ 36" O.C. OMIT IF WHEN WHEN SHEATHING OVERLAPS GABLE 12" MIN 11 PERMANENT TRUSS BRACING FRAMING OTED S01 TRUSS TO LEDGER CONNECTION BY TRUSS OTED SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. SD.1 SCALE: 3/4" = 1'-0" ENGINEER. NOT SHOWN FOR CLARITY MIN 2 PLY STUD MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS DETAILS D` ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS WASHER FULL HEIGHT PLAN y IXI MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM � ui ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS Q T) - D Y Y STUD FASTEN w/12- FASTEN w/12- 1 FOLD OVER TOP PLATE (2)MSTA24 STRAPS 0.131x3" GUN 0.131x3" GUN NAILS DOUBLE ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 ORFULL HT. I`1I ° NAILS (2)MTS12 SOLE FULL HT. ANCHOR SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/18-10d HDU5. FASTEN 11 ° ° I' (2)MTS12 UPLIFT PLATE TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS I` f' I', •0 ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I" DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE I' SIMPSON DTT2Z h� ;••; DD NOT SCALE DIMENSIONS FROM PLATE SEE PLAN Y TOP PLATE, PROVIDE A 2'x 2"x X" STEEL WASHER. °°,` w/8- Y4"x%" I I THESE DRAWINGS.FFA O THE IS . : UNCLEAR REFER TO THE �- WALL STUD P FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS ! O OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) " FULL HEIGHT o" SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR MINIMUM 2 PLY f LTT20B THREADED ROD (2)H2.5T (2)H2.5T CONTACT THE E.O.R. FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD MINIMUM STUD y2" THREADED ROD I ° WITHIN 6" OF �, I MINIMUM - THREADED ROD _. _1 T PROVIDE A HOLE IN THE PLATE 14" LARGER THAN THE 2 PLY f EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLYA AT 2ND STORY PLAN NAME SEE PLAN w ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD STUD AT 2ND STORY 5/6° THREADED II y2x6" TITEN HD [ STUD STUDS PROVIDE STUDS PROVIDE �' ROD EPDXIED I.1 ° I' ' O SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT COASTAL SAN TROPEZ STEEL COUPLER O A ✓ (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS 7.5'° MIN I •° Y2" THREADED ROD 2 CS18 STRAPS WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE I_ I EPDXIED 4" MIN OR 14LAT BASE OF STUDS DESIGN/DRAWN/CHECKED (OPTIONAL, LOCATE Q FULL HT. AT BASE OF STUDS {` ANCHOR i L__ ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER I I Y2x6" TITEN HD FLOOR TO FLOOR AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE s ., 3 3 „ (FLOOR TO FLOOR) �t I I f ( ) CS f MK /LAP AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO r� RODS - THD37634RC (%"x6/q ) h MINIMUM AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2 PLY HOLD DOWN SEE PLA DATE THE NUT ABOVE THE UPPERMOST PLATE SMALL BE SIMPSON DTT2Z STUD " ROD = DTT2Z 02.17.16 FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TOA SNUG-TIGHT w 8 Y4"x1}'z° HTT5 5/fi" ROD HTT5 FLOOR CONDITION PLUS ONE-HALF TURN OF A STANDARD /-W/8- SDS SCREWS BUILT-UP POST, BUILT-UP POST, SCALE .FRAMING A C D E F ��� (APPROXIMATELY 30 FT.-LBS' OF TORQUE)' � SEE PLAN. SEE PLAN. AS NOTED THREADED o DUE TO SHRINKAGE AND COMPRESSION OF BUILDING FULL. HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-TIGHTEN NUT TO 30 LPA No. THREADED ROD-- _FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LBS. OF TORQUE AFTER ALL TRADES ARE SEE PLAN PER PLAN. 3/8 '/z°°o '/z"o 2x2x'/e" 4„ 4" 2" 3" COMPLETE AND PRIOR TO INSULATION. TOLL-16-00036 EMBEDMENT 5/8 3/4'0 3/4"0 3x3x'/4" 7.5" 12" 2Y2" 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 DTT2Z LTT20B CONTROL No. " DEPTH E DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 FULL HEIGHT ANCHORO MONO STEM MONO STEM REQUIREMENTSCHART FOR FULL AND EDGE DISTANCE 3fg„ FULL HEIGHT ROD 5��, FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL 4581 WALL SECTION THREADED ROD INSTALLATION CHART 3 „ SHEET 8 FULL HEIGHT ROD ALTERNATE 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM13 TTACHMENT 14 FULL HEIGHT THREADED ROD 15 HOLD DOWN ATTACHMENT DETAILrVM S 16 GIRDER / BEAM STRAPPING so.] SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 S0.1 ALTERNATE S0.1 OTED SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET 2 OF 9 I OVERLAP SIDEWALL OVERLAP SIDE NALL TOP PLATE TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE TOP PLATE ALWAYS PLACE HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING GARAGE 5/8"0 THREADED ROD HEADER ..m. . . ,_w_-®- _ ._.._„ w/3x3x'/4" PLATE . . . ALWAYS PLACE GOAL POST. FASTEN TO STUD T.R. z FULL HEIGHT HEADER AT (ONE IN SIDE :: • • • • • THREADED ROD TOP D ROUGH PACK WITH 2—ROWS OF 16d 1/" Lou P o n t i 3 o a n d 2 20 a STRAPS OPENING RING SHANK NAILS @ 12" O.C. ) MAX Associates, Inc. HEADER TO JACK ATTACH GARAGE DOOR THRU LEXTEND HEADER TO 2 2}2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO 2 EXTEND HEADER TO FAR SIDE OF WALL 420 Osceola Avenue ( (2)2x6 2 2x6 SPF 2 FAR RAS SSIDE F WALL o o 6x6 POST AS SHOWN. HTT5 W/ STUD PACK, PER GARAGE DOOR ) Jax. beach, Florida 32250 (2)2x6 JACK STUDS " THREADED ROD SUPPLIER JACKS ;6 6 6 Ph. 242-0908 Fax. 241-9557 ::F- EPDXIED 12" T 6 6 6 6 6 4'-0"x4'-0" PIECE OF WALL o AND (1) FL:CA# 8344 SC:CA#3579 KING 4'-0"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER HTT5 w/ �- -! SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER (2)2x STUD CORNER " THREADED ROD o o CORNER 1" BELOW GARAGE HEADER " THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A EPDXIED 12" ON EXTERIOR STUD (TRIMED AS DETAIL A EPDXIED 12" AND (1) SHOWN) 6 B 6 6 B 6I SHOWN) KING. P.T. SOLE PLATE I FASTEN SHEATING TO HEADER w 8d COMMON 0 GALV. BOX NAILS ,tiiliiiiliiOBitlr>y' " GARAGE SOLE PLATE HTT5 w/ ASTEN SHEATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING FLOOR HTT5 w/ N 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING STUDS, BLOCKING & SILLS TYP. ANCHOR �' THREADED ROD ( ) .®` a"s � 5/g" THREADED ROD STUDS, BLOCKING & SILLS TYP. Av ®,tee GJ o'er 4 ANIS SOLE PLATETf IT EPDXIED 12' EPDXIED 12" ) n ANCHOR - GARAGE WING WALL SECTION aDOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERSN 7 X461 `®4 THICKENED SLAB EDGE AT GARAGE OPENING. n'4v' 5/,"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN fix65P05T WITH ABU66 � OF, NOTES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. w/ /8' THREADED ROD �® EPDXIED 12" MIN. 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION VV Christopher J Sabourin PE I FL PE#71461 I ;EN 1 GARAGE HEADER FRAMING WHEN 2 GARAGE PORTAL WING WALL VMEN 3 GARAGE WING WALL FRAMING LESS THAN 12" REVISIONS DATE j O550.2 07ED S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OLEO SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN H2.5T TOP & FIELD ALTERATION CRIPPLE CONTRACTOR SHALL CONTACT LOU BOTTOM @ 32" O.C. STUD PONTIGO 8 ASSOCIATES PRIOR TO T. MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY GARAGE HEADER, FROM GARAGE HEADER, SEE PLAN THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO SEE PLAN ROOF SHEATHING PER BEING APPROVED BY LOU PONTIGO a CONSTRUCTIONS EC's ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 10d COMMONS 1/2"x10" S.S LA BOLT @ 6"o.c i SPLICE i 2x6 x 4'-6" P.T. SYP NO.2 (2)MSTA24 2x6 SPF#2 RAFT RS EXPOSED RAFTER TAIL TO EACH ROOF (2)MSTA24 @ 24"o.c -.., ,_... TRUSS @ 24" O.C. 2x6 SYP#2 LEDGER H2.5T ALWAYS PLACE w/2-1/4"x6' SDS z HEADER AT SCREWS @ 16"o.c / TOP OF ROUGH OPENING PRE-ENGINEERED- U WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 2x SPF BLOCKING 12d COMMON RIPPED TO FIT JACKS AND KING 6x6 POST SEE PLAN (2)H2.5T WIRE NAILS WITH GAP SHOWN ' t ' STUDS PER PLAN. ® 4" O.C. ' ` , W 4x4 HORIZONTAL LEG STAGGERED SOFFIT, SEE W C THREADED RECESSED W ROD 3-10d TOENAILS %"x8" LAG SCREW ARCH. EPDXIED 12" MIN. EACH SIDE m 4x4 DIAGONAL J DOUBLE 1x4 P.T. SYP W TOP PLATE 1'-4" FASCIA %"x8" LAG SCREW U W RECESSED SHEATHING MAY Z 4x4 VERTICAL TERMINATE AT TOP OF DBL. _J THICKENED SLAB EDGE AT TOP PLATE. GARAGE OPENING. ALL EXPOSED METAL 0 n CONNECTORS At D FASTENERS SH L BE STAINLESS STEEL RAFTER TAIL DETAILI� 4 GARAGE CENTER WALL FRAMING 5 SHED ROOF - BRACKET DETAIL 6"')1, 11� < S0.2 SCALE: 3/4" = 1'-0" 50.2 SCALE: 3/4" = 1'-0" S0.2 SCALE: 3/4" = 1'-0" W J W z m W I KING STUD TO TOP PLATE: SDWC15600 SCREW, O STUD TO T( PLATE* SDWC1560 SCREW. ROOF ® 32" O.C. RAFTER STUD TO TOP PLATE: STUD TO TOP PLATE: SIMPSON H2.5T SDWC15600 SCREW. SOWC15600 SCREW. ® 32" O.C. STUDS TO TOP PLATE STUD TO BOT PLATE: 2x4 WOOD KING ® 32" O.C. BLOCKING BOT PLATE TO TRUSS SDWC15600 SCREW. SDWC15600 X24" O.C. ® 32" O.C. MISC HEADER TO JACK STUD: 8d @ 3" O.C. @ 1 i\/-N V TING 1-MSTA24 SIMP@S032H2O.5CT EDGE OF SHEATHING. 2x4 PONY WALL. WALL DETAILS STUDS @ 16" O.C. SHEATHING BOT PLATE TO FRAMING BOT PLATE TO FRAMING EDGE OF SHEATHING. BELOW TE TO 32" O.C. BELOW CS180 32" O.C. �"x6 LAG SCREW r1ld E 3" O.C. w ROUND WASHER STUD TO BOT PLATE: @ 24" O.C. ROOF BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. SHEATHING SDWC15600 X24" O.C. 0 32" O.C. DO NOT SCALE DIMENSIONS FROM 11 Irl I I THESE DRAWINGS.IF A DIMENSION IS � � UNCLEAR REFER TO THE ROOF TRUSS ARCHITECTURAL DRAWINGS OR TOP CHORD CONTACT THE E.O.R. (2)2x4 BLOCKING @ 24" PLAN NAME O.C. FASTEN BLOCKING TO COASTAL SAN TROPEZ TOP CHORD OF TRUSSES w/ 4-10d EACH END. DESIGN/DRAWN/CHECKED PONYWALL w/ TRUSSES cs / MK /LAP TRUSS OR BEAM PARALLEL TO WALL ABOVE PERPENDICULAR DATE 02.17.16 11 ,EN 7 WALL STRAPPING DETAIL o 0 8 WALL STRAPPING DETAIL s WALL STRAPPING DETAIL 10 PONY WALL DETAIL SCALE AS NOTED ®� S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. THIS DETAIL ONLY APPLIES WHEN NOTED 0 PLAN S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 SCALE: N.T.S LPA No. I TOLL-16-00036 CONTROL No. 4581 SHEET i SO.2 I SHEET 3 OF 9 i F SYMBOLS LEGEND ` S1.01 ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE ® ! �`vJ.,�'w,.hlINTERIOR LOAD BEARING WALL y �^. .St,n, v y - - - - - DESIGNATES SLAP RECESS Oil 7R77/7- Lou Pontigo and ---- BEAM OR TRUSS, SEE PLAN Associates, Inc. 11 420 Osceola Avenue S1.01 I PA ERS I I Jax. Beach, Florida 32250 BY THERS I I Ph.242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 I 1 I I I 51.01 - HB - � L- - - - - - - - - - - - - -r �- - - - - r�`�-, r r`5_.t: ...: .. ,,1. .,x.> .... ..<,' ..: ;lea «�ms ,r �, "x.t ,.� :;.a .} F . V .rh`„,.tt.. y°° :d ® � •o� ®° I . I Z - � I M -I - ca; No. 6 MONO FOOTING TO I MONO FOOTING TO = F3.5Cq f II I STEMWALL w/ 2-#5x30" I I STEMWALL w/ 2 #5x30" f f ff III I DOWELS EPDXIED 6" MIN. I ( I DOWELS EPDXIED 6" MIN. ol11 -1 I I ",° , ••� �R ,. rq rq s 81-311 I E I 4'-5" 10)-5" I 1 9'-0» '° ( I °°, ssl. �.r, I ! I oii01 V A II I I � I I '0liipeoeierAeooUe" 6 I 6 I I Christopher J Sabourin PE S1.01 I � I 51.01 I EI - I FL PE#71461 S1.01 I = I I I I I REVISIONS DATE 7B { I I I 4" CONCRETE S AB w/ -' FIBERMESH ® 1.5 LBS/CU.YD. OF CONCRETE R 6x6W1.4xW1.4I - 2 WWF ON EMIL V POR BARRIER Ii j Iu IN PREPARED GRADE.-\, I (I i i 0i I II FIELD ALTERATION - _ -- I ` 4 ' 6 I I CONTRACTOR 8 CONTACT PRIOR TO I 51.01 I ! !, I I MAKING ANY STRUCTURAL FIELD \ 7 MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL MONO FOOTING TO I I CONSTRUCTION DOCUMENTS.ANY 4-- I » I FIELD ALTERNATIONS MADE PRIOR TO 1 I I TEM-1 LL w/ 2-#5x30 - } _ ASSOCIATES MAY RESULT IN BEING APPROVED BY LOU ONTOIRGO a ` MONO FOOTING TO ( s - I MONO FOOTING TO S1.01 E I I I WEL ' EPDXIED 6 IN. �..I., " I F ;.S � » `?' �I INSPECTION FEES. pTEMWALL w/ 2-#5x30 I I _,I; I STEMWALL w 2-#5x30 1 (OWELS EPDXIED 6" MIN. ! _.W.I f ff I ! I I DOWELS EPDXIED 6" MIN. r _._` 1- i 6 _.. ,m € -i ; PROVIDE 2=�4 -0 I I I � I L hI � S1.01 �I CORNER ( ACT BARS I I l AT S LA MID-DEPTH. I:LXX U 1 Z V � , - - - � - ` I I - - I - - II � �3.5 I < I U - 4 f ff X 2 I .Y n - ° . i i h S1.01 . K x., z Lam' ,x a �E CRAG4BARSI_-I I C!'1 I PR I I �I y: ( - ; _ - - - - - __ - - SL ---M+D-aPTH. ._ L. I I I W ---- II I _ 4 t CI � I ; I I � 1-1--� ( I �I I I 0 S1.01 I I Iu W I ; I I I �. 0 I I L- S1.01 �KL--- ---- _ _ _SAWCUT - € _ SAWCUT 1 I' I I I I I 11 Q z S1.01 )/ (PR=OVIDE SAW CUTS' PER I 4 I 2/S1_0; ;BUILDER IT0 I s1.o1 --_ Q W b0dkDI-NA-fE WITH FINISH I MONO FOOTING TO I I L _ _ , ..__ _ __ __. t__.S_T- WA L w 2- 5x30" I m S1.01 FLOOR MATERIA i / # LS EPDXIED 6" MIN. I ' I I I I � I ,=. I J � ` - - -SAWCT - - - SAW, UT h W 11 I I -__ - I ,, PROVIDE 2-#4x4'-O' I Q1 CORNER CRACK� BARL z x 1 _- ___ ___ - L_ - I Ll( - - - M ( I AT SLAB MID-DEPTH I ► ` J f I 10B I ® V U A -�Hr- t i j 71 10B 10B ! s- 3 S1.01 3 S1.01 3 S1.01 - _ ---- S1.01 S1.01 2x8 SYP#2 P.T. DECK @ 16" 8x16 VENT SEE 8/S1.01 O.C. SEE DETAIL 1/S1.0. (TYPICAL) 1 S1.0 2x8 SYP#2 P.T. LEDGER POST, SEE PLAN .FASTEN w/ 5-10d Com? 16" SET DIRECTLY ON FOUNDATION 6x6 POST w/ ABU66 (4 PLACES) O.C. STEMWALL w/ ABU44 2x8 P.T. LEDGER. DECKING PER FASTEN TO STEMWALL PLAN ARCH. w/ 5/s" THREADED ROD EPDXIED 4" MIN. @ 16" O.C. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER REFER TO THE P.T. 2X8 ILL PLATE STEMWALL & ARCHITECTURAL DRAWINGS OR FOOTING SEE CONTACT THE E.O.R. ATTACHED w/%" JOIST SEE PLAN _ DETAIL 1/S1.01. THREADED R DS Q 48" _ ,______- -� . � � � rCOASTALAN NAME L sAN rROPEz FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD F UNDATION PLAN - - -- - -� --� - _ O.C. EPDXIED`"4 MIN. SIMPSON LUS28 SCA E: 1/4" = 1'-0" _ DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" O.C. ._ H3. HANGER CS / MK /LAP 3-#5 EA. WAY BOT. 1'-0" 2'-0" 2'-0°' F2.0 UNLESS OTHER NOTED DATE 3-#5 EA. WAY BOT. 1'-0" 2'-6" 2'-6" F2.5 SHEARWALLS ff 24" O.C. 02.17.16 4 3-#5 EA. WAY BOT. 1'-0" 3'-0" 3'-0" F3.0 (SW 8d03"/6 ) 8" STEMWALL 4-#5 EA. WAY BOT. 1'-0" 3'-6" 3'-6" F3.5 SOLE PLT 0 w/ 1-#5 v.qg " •; :. SCALE L � L WHEN NOTED ON PLAN •• � 1OX2O" CONCRETE ., . AS NOTED 4-#5 EA. WAY BOT. 1'-0" 4'-0 4'-0" F4.0 SEE NOTE 2 @ 48 O.C. LPA No. FOOTING w/3-#4 4-#5 EA. WAY BOT. 1'-0" 4'-6" 4'-6" F4.51. INSTALL SOLE PLATE ANCHORS PER DETAIL 20�f TOLL-16-00036 L THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 3/SO.0 CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN, ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR 4581 REFERENCE ONLY. EXAMPLE - SOLE PLT 0 36" = 36" SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ON-CENTER SPACING 1 PORCH SECTION 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S1.O SCALE: 3/4" = 1'-O" SLO PROCTOR 1N ACCORDANCE WITH ASTM D 1557. / SHEET 4 OF 9 TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING ANCHORAGE PER �x PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. ^� /- CORNER BARS (TYPICAL) I LPLATE ANCHOR,AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTELz1"—so SEE 3/SATO Lou Pontigo and 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS TYP. FOR TEMPORARY BRACING ( _ BLOCK w/ 1-#5 CONTINUOUS Associates, Inc. WHEN SPECIFIED ON PLAN. LAYOUT PLAN ANDL SEE ARCH PLAN 420 Osceola Avenue PERMANENT LATERAL LAB ON GRADE, 51» SLAB ON - • Jax. Beach, Florida 32250 SUPPORT DETAIL. _ _ �__ _Q.____� • 2 r + — --- — Ph. 242-0908 Fax. 241-9557 EE PLAN. A. f- � GRADE, = FL:CA# 8344 SC:CA#3579 GRADE OR CONC. SLAB, SEE PLAN. �� #4 DOWEL TO MATCH VERT. » aeirYt�'oiiieCa' it /1 8 CMU STEM WALL W ' ► "< _ r'r �'� '� SHOWER PAN SLO ES TO DRAIN, SEE ARCH � �-� STEMWALL REINFORCING (SEE � SLAB ON � , _ _ti;� #4 VERTICAL DOWELS C�? 24" O.C. e°°®°��s�••�\G �I•m `•°-���'"e w STEMWALL SCHEDULE f, F�, --° / GRADE— - ' � g0° BEND INTO FTG. °°�` ®° °° /' PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. -> v o CMU _ SCHEDULE) w/ 6 HOOK INTO - z /,\f `' �' SEE PLAN _, `\�r` v �' N®. 1 1 REINFORCING ��a FOOTING. LAP VERT REINFORCING o0 ` �' r' -' �� / COURSES i' ° ? ' -` 25" IF STEMWALL IS GREATER 1 TO 6 #4 VERT. @ 48"O.CLLJ . j, . . v 4 ms7 TO 10 #4 VERT. � 24"O.C. THAN (3) COURSES. T OF STEMWALL, SEE 1 /S1 .01 v CONTINUOUS CONCRETE '�, C��'•..L0 �••o�,�`�• 11 TO 12 4 VERT. © 8"O.C. 1�-`-`-� CONT. CONCRETE FOOTING ` o, �' # \�� • <> • \ ,-'' » FOOTING �. `J ,+ 1-STORY w/(2)#5 CONT. 3 CLEAR '",`P;Sd0NA1-�. + STEMWALLS OVER 6 COURSES TO 8 d x 16 w �' TYP HAVE TRUSS TYPE HORIZ. JOINT Christopher 1 Sabourin PE REINF. BETWEEN EVERY OTHER 10 d x 20"w 2—STORY, w/(3)#4 OR (2)#5 CONT. i COURSE. FILL CELLS SOLID. 1 0"X20" FL P E#71 4 61 W/ 2—#5 CONT. REVISIONS DATE 1 STEMWALL FOOTINGK-2 FOOTING W/ SHOWER RESESS 3 GARAGE STEM WALL S1.01 SCALE: 3/4" = 1'-0" S1.01 (IF REQUIR =D) S1.01 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU (1)#5 CONTINUOUS, PROVIDE PON IG0 8 Y ASSOCIATES RTO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CORNER BARS (TYPICAL) CONSTRUCTION DOCUMENTS.ANY STEP, SEE `� FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ARCH. 12" HOOK INTO SLAB. ASSOCIATES MAY RESULT IN (4" MAX.) EQUAL TO SLAB ADDITIONAL CTONFEESENGINEERING OR THICKNESS. SLAB ON GRADE, 7B @ SLAB RECESS SEE PLAN. ..__o _ BRICK VENEER IS z..L� ACCEPTABLE WITHOUT WALL FRAMING INCREASE OF FOOTING U 1 DEEP SAWCUT w/ SLAB ON GRADE, WALL FRAMING � SIZE. (f'� 8" CMU STEM WALL W _ 11 Q 4 VERTICAL DOWELS @ 24" O.C. SLAB ON ELASTOMERIC SEALANT /SEE PLAN 2-#5 CONT. w # a STEP, SEE ARCH. PLAN. SLAB ON W 90° BEND INTO FTG. w GRADE- _ fC) _ SEE PLANON SLAB " . ° SEE GRADE, PL N _ ` f GRADE, 3 NOTES: SEE PLAN. 1) PROVIDE SAWC TS TO CREATE / ,r' LLp LU LU CONTINUOUS CONCRETE ! -'` APPROXIMATE 12 X 12 MAX. SQ. FOOTING �, 2 SAWCUT CONC. SLAB WITHIN 4 TOit! f 3 CLEAR 12 HOURS OF CONC. PLACEMENT. OPTIONAL 8x16„ 1—STORY, w/(2)#5 CONT. »3 Q TYP „ 2" FLAIR s x2o s x1 1-STORY, w/(2)#5 CONT. ^^ 10 x20 2-STORY, w/(2)#5 CONT. L..L 20>, 2—STORY, w/(2)#5 CONT. O z w/ 2—#5 CONT. 7 UjN STEM WALL AT GARAGE SAW UT DETAIL BEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN D 4 5 6 EP DOWN m �01 SCALE: 3/4" = 1'-0" �-O S1.01 S1.01 8x8 PRE—CAST LINTEL, w/ 1—#5 0 \\\ LU 00) MM W VENT, SEE NOTES G ABOVE JAMB REINF. U MATCH DOOR 3/4» co WITH, SEE ARCH. RECESS R -!I I-1 I I-1 I I-1 I I Y SLAB ON _ _ _; � PAVER B I� �l I �!1 F # !I f II-1 I I I�C-1 I I-1 I I—I 1—i 11=1 I�= — — GRADE — GRADE, l I 1=111=1 11=1 I I-1 I I-1 11=1 I 0TH ER S I I—�I( ,I I1 i 1 {I I III—I 11 (I I—I I1_I I I—I I I-1 I1-1I I�11-1 I I—I I I-1I I SEE PLAN. BOND BEAM w/1—#5 l III Gill -1 i I-11�11i-1�I I i X11 I-Ilii i nli-1 l PAVING MISC I I 111-1 I I I I 1=I I I I—I I I— — I-1 I I— —1 I I�I l-1Ti-1 — CONCRETE STAND-OFF PAD TO BY BUILDER \ FM ^ r MATCH ARCHITECTURAL COLUMN WOOD POST 12 x12 1#5 CONT. ,� _ � „ FRAMING DETAIL 10B DIMS. FOR BOX COL. w/#3 PER PLAN. E.J. �.� 8 MASONRY STEM WALL w/ DETAILS NOTES: HAIRPINS AT EA. CORNER8c #3 TYPICAL ANCHORAGE MATERIAL o ' D VENTSLAB ON GRADE OR CONC. ,l #4 @ 48 O.C. CLOSED TIE T TOP PER CONST. SPECS. _-�-- !rte a ._� �.�„ GRADE, SLAB, SEE PLAN. --'� -THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS T/PAD = HOUSE PAVERS BY / SEE PLAN. ABOVE THE ADJACENT GROUND LEVEL. FINISH FLOOR OTHERSy DO NOT SCALE DIMENSIONS FROM --17r n err—nr-�ITI THESE DRAWINGS.IF A DIMENSION IS III—I I—III THICKENED EDGE 8"x$" UNCLEAR REFER TO THE I I DETAIL 10A n4 ARCHITECTURAL DRAWINGS OR w/ 1—#5 CONT. \ . � c.. CONTACT THE E.O.R. PLAN NAME CONCRETE FOOTING (2)#5 CONT: rtir ,f % �� r, s COASTAL SAN TROPEZ (SEE PLAN) 2" THICK x 20" WID DESIGN/DRAWN/CHECKED CS / MK LAP 8 FLOOD VENT DETAIL g PAD T BOX COLUMNS 1 o THICKENED SLAB 11 PORCH STEM WALL W/ PAVERS DATE 02.17.16 �-o SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" S1 .01 S1.01 SCALE AS NOTED LPA No. TOLL-16-00036 CONTROL No. 4581 SHEET 1 .S01 SHEET 5 OF g SYMBOLS LEGEND -E-t--7777, <, DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 b DESIGNATES 8d COMMONS a L 6x6 P.T. SYP#2 POST 3" D.C. EDGE & 6" O.C. "IN THE W/ABU66. SEE DETAIL DESIGNATES THE HEADER SIZE, NUMBER (r ' (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDEDIA ( )11.88 'LVL I 2 2X12 2/50.1. (TYPICAL) FOR SUPPORT HEADER. __� ) Lou P"o n t 13 o and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR I j SUPPORT HEADER, SEE DETAIL 2/SO.0, 420 Osceola Avenue N 'I II ---- BEAM OR TRUSS, SEE PLAN PhJ 242 0908 x. Beach, Florida rida 3225057 ^ I S la N ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 � I X A307 DIAMETER FULL HEIGHT SW NAILING: SW NAILING: � I�" THREADED ROD, SEE DETAIL 12/S0.1 01 8d03"/6" I ( 8dC3"/6" %" SEE 3/S0.1 FOR BEAM ,`5 THREADED DROD, SEE FDETAIL EI 2/SO.1 0,'�,�``"C36 •'�®G�NS�°° I"3 I� I y _ O / (2)2x12-1/2 CONN. (TYPICAL) �� •�® C(2)M-1/2' (2)2x6 1/1 - 2)2 6 1/1 I 3 2x12 1 3 N- _ __ __.._.._._ _ _- _ _.. _- _ .._,__. _ __n._.v.____ _._ _. r.. L.. 3fi" A307 DIAMETER THREADED ®�; N0 1 1 ROD TERMINATES AT FIRST FLOOR I TOP PLATE, SEE DETAIL 12/SO.1 Y I ST�+ T I s -:.1 0� " A307 DIAMETER THREADED • • o I s (4)2x6 (95 ROD TERMINATES AT FIRST FLOOR %, °•,/C` �' °` 4`�,yq* N X I I i j I SPF#2 POST II TOP PLATE, SEE DETAIL 12/SO.1 C��i,P�iC` °O•`Cf•` .®••°'�'\*`o,®�'� Ao C\j 3 SIMPSON HTT5 SEE DETAIL 15/S0.1 ' NQ N as I3 Imo` 11� N _•�, I i1� f Christopher I Sabourin PE FL PE#71461 I � J ! • SIMPSON DTT2Z SEE DETAIL15/SO.1 I I N I REVISIONS DATE I � I II STRAP HEADER W I SIMPSON LTT20B SEE DETAILI5/SO.1 N PER 7/S0.1 >' ' I C� O 12" LONG LIGHT GAUGE STRAP z ( Q I LSTA12 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS a �r F#2 2 2x6 SPF 2 C/i ; ( � # I WALL STUD SCHEDULE z POST. ; " 1 POST. I I j j BEAM ABOVE t ,Go ~ 6 I I LOCATION PLATE STUD SIZE HEIGHT & SPACING Offig EXTERIOR MAX 2x4 SPF#2 ® 16" O.C. FIELD ALTERATION I z EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or CONTRACTOR SHALL CONTACT LOU I 1 ! I I J \ MAX 2x4 SPF#2 0 12" O.C. PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD I Ir --' Q EXTERIOR ;0'-1- „TO 2X6 SPF#2 0 16" G.C. MODIFICATIONS WHICH MAY VARY I FROM THE INTENT OF THE ORIGINAL �+ ; (2)2x6 SPFJ�2 ,. ! III I � z � 6 I # I _0 1 p'_p" CONSTRUCTION DOCUMENTS.ANY + ; POST. ` I II � 00 INTERIOR MAX 2X4 SPF#2 16'° O.C. FIELD ALTERNATIONS MADE PRIOR TO I J *: I L - # BEING ASSOCIAAPPROVED TES MAY RESULT N O& \ '� - � 1 MAX" 2x4 SPF#2 ® 12° O.C. or ADDITIONAL ENGINEERING OR N I I 1 I f I INTERIOR _-- .r%;''r;� ,!i i ,'" /. ✓ ''f°f'. d ! INSPECTION FEES. ,L� x l� .> ,(2)2X6-1/1 I - 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE fff i ^ I I # I m I 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. Q ^'; II (4)2x6 I CONTRACTOR MAY INCREASE STUD SIZE TO MEET - T ARCHITECTURAL REQUIREMENTS. OSB WALL I IT -� 1133 -_ I I W 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN z i SHEATHING o= f - •- -.-I YELLOW PINE. I 0 \ I 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. L= I ! ' s iffi%/'rryf° � � I s ! I �r .o,";t'. f�/.', ..,. .� � ✓', .rs,..-<�,� U � -------------- �{ 00 ------------------ 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS I II II ( O II i ! TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. O, II �y I s N MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT I ( J' N I S W NAILING: SHEARWALLS Q SW NAILING: ! _ Lam; 8d@3"/6" '.: _ _ _ N 8d®3"/6" I NED I �F. ' _ _" _,_ - = ' . - __ v _ ._ N COMBI USE PANEL NOTES v ! W _ = ----------- I u ! k rl OSB WALL E I------� FASTEN TOP OF WALL O �xS-4 ;f i c+ ' I 1. EXTERIOR WALL SHEATHING SHALL BE I f SHEATHING. I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST - PER DETAIL 5/S0.1. SW NAILING: �`_.'! \ TOP PLATE, SEE DETAIL 1/SO.1 FOR SHEATHING W SPLICE LOCATIONS FOR MULTI STORY CONDITIONS I I , � 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. I k L(2)2x6 SPF#2 r. ( N _..� POST. (3)2X6 SPF#2 s� f / ` i 3. UPPER MOST TOP PLATE SUPPORTING ROOF -POST. - I ,, _. _ __ - � � DEMEMBERS TAIL SO SHALL BE STRAPPED AS SHOWN IN L_ TRUSS ABOVE - -- - I I ' 4. INSTALL SOLE PLATE ANCHORS PER DETAIL N i (3)2x6 SPF#2 �; 3/so.o n W I i POST. % J l,. ? CA GENERAL NOTES CIS i - _ 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. N " -- i I-- i SEE WALL STUD SCHEDULE THIS SHEET FOR STUD s` _- __ 1 4< U i SIZES AND SPACING. AT GIRDERS AND BEAMS, ` - CV W PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER0 1 ! _ PLIES. (3)2X6 SPF#2 , `mm® _._ J I... 2. SEE SHEET S0.0 FOR ROOF AND FLOOR X I SHEATHING SPECIFICATIONS. 0 (3)2x6 SPF#2 6x6 POST SEE II I POST.___\N" I (0 L� N , I C\1 z , POST. r 3/S0.2 cv r I 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE m �� PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES m TOGETHER PER DETAIL 6/SO.0 W E N I TRUSS ABOVE I I I I c I N I r _ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 1 r 3/S0.0 I I (2)2x12 2/2 (2)2x6-1/1 (2)2x6-1/1 0 C� 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/S0.1 T-1 (2)2x12-2/2 (2)2x12-2/2 I 6, FOR ATTACHMENT OF EXTERIOR WALLS THAT U j TERMINATE BETWEEN TRUSSES, SEE 5A S0.1 - -- -- _ GARAGE PORTAL 2 2x10 2 2x10 _�� -� - 7. AT PORCHES, SEE DETAIL 2 .___. _ _v_ ( �_ ?-= __�- -�. /S0.1 FOR FRAMING FRAME, - = _- AND HOLD DOWNS �._�-- - (2)2x12-1/2 EE DETAIL 3/SO.2 __ - _ If j I I w I _ GARAGE PORTAL FRAME, - - - - - - - ___ ...._._.__ _ t f SEE DETAIL 3/S0.2. .2x-1-0 SEE `I, P SW NAILING: CS-18 STRAPPING DETAIL GARAGE PORTAL FRA, ME,` 01° 8d®3"/6" CS18 STRAP w/ 10" SEE DETAIL 3/SO.2. (SIM) _ END LENGTH. FASTEN IST FLOOR VERY IMPORTANT NOTE: SHEATH PRIOR THIS END w/ 9-10d. 6x6 POST WITH ABU66 W WALL FRAMING e� wz FRAMING / BRACKET SEE 5/S0.2 VERY IMPORTANT NOTE: TO FRAMING Z� 5/8" THREADED ROD 6x6 POST WITH ABU66 W/ COLUMN, �J 3 PLACES) GARAGE PORTAL FRAME, 5 ���- ®w PLAN EPDXIED 12", SEE 3/S0.2 /$" THREADED ROD � SEE DETAIL 4/S0.2. EPDXIED 12". SEE 3/S0.2 6x6 OST SET 6x6 POST SET ON S' EMWALL ON STEMWALL _NO NAILS REQUIRED BELOWW/ ABU66 BELOW W/ ABU66 FLOOR IN CLEAR SPAN TRUSSES- OR RUSSES OR JOIST, DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS NON-STRUCTURAL i �2 UNCLEAR REFER TO THE BRACKET BY BUILDER WALL FRAMING �'� ARCHITECTURAL DRAWINGS OR I - CONTACT THE E.O.R. r J I CS18 STRAP w/ 10" PLAN NAME END LENGTH. FASTEN COASTAL SAN TROPEZ THIS END w/ 9-tOd. FIRST LEVEL ALL FRAMING PLAN SOL PLATE ANCHOR SPACING SCHD DESIGN/DRAWN/CHECKED CS / MK /LAP SCALE: 1/4" = 1'-0" ALL EX ERIOR WALL 48" O.C. DATE UNLESS OTHER NOTED 02.17.16 SHEARWALLS 24" O.C. SCALE (SW d®3"/6") AS NOTED SSPLEI PLT ® WHEN NOTED ON PLAN TOLL-16-00036 16PA No. SEE NOTE 2 1. INSTALL SOLE PLATE ANCHORS PER DETAIL CONTROL No. 01 7777 3/ 0.0 4581 2. AN HOR SPACING SHALL BE AS NOTED. FOR SHEET EX MPLE - SOLE PLT CSD 36" = 36" ON CENTER SPACING SIA SHEET 6 OF g I I SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. PORCH SHEATHING AT FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. RAFTER TAILS' BOTTOM CHORD OF 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. SEE DETAIL 6/SO"2 2 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/Z" WIDE LUMBER, PLACE CLIPS 50.1 TRUSS SEE 2/S0.1. DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Ponti3o and TRUSSAssociates, Inc. TRUSS �� ✓ " ',rte'' " �s .':�' r:, ` ..,-.l .J ..,... .r_ _ f. _ / ,�: 0 Osceola Avenue ,s : � 2250 lj%� ; , FASTENING DETAILS a 42 , f J beach, Floridaax. 41-95 I Vic, f/ J ` f 2 Ph.242-0908 Fax. 241-9557 / f j ' // �' FL:CA#8344 SC:CA#3579 r S0.1 (2)HTS16 �' / �. ' ;;�,/// /` ! �r ; s / ji' (2)HTS16 At 5 HTS16 ✓ i J% 'f ff j' ;' /'/ /r j j' %r TS16 f e®4"'`'`� `� "GEPV�' ���°'` r f / w 0 / s f .' rw j f V s 1461 � r f J r/ ✓ d f y1 f � ,.f,F';fi �✓'r�'rL f �d.'.;a'�s� <...f.� /i °� ,�/ ff n'-� d /' P RAFTER TAILS, " 77 � _ tl • ,- ;� � It (4)HTS16 THD48 � ' ` •• (.�. � �•sb*" � SEE DETAIL 6/SO.2 ., _ w , w .Z. _ __ F03 F04 M M m STUD DIRECTLY °. Cf) TOP PLATE TO '°„ti„ 54455'S4S�� gA ~ r THD48 ~ ~ ~ BELOW TRUSS SDWC15600 STUD SDWC15600 I Christopher J Sabourin PE r RAFTER TAILS, F03 F04 F L P E#714 61 - -I- THD48 SEE DETAIL 6/SO.2 TRUSS TIE DOWN WITH SIMPSON SDWC F03 F04 _ I REVISIONS DATE 5 I �• i THD48 Rafter to Top Plate shown j F03 F04Lilb Truss to Top Plate similar THD48 Optimal 22Y' R p F03 �. 10' 4 -! THD48 ( I I I 5 30' — I I ' 50.0 - R ! F03 T 1 F04 THD48 I ! I I 91 FIELD ALTERATION (2)H S 6 FB01 (2)HTS16 ,I F05 � 1 ! I� I THD48 - � to ' ` co o I J STUD DIRECTLY CONTRACTOR SHALL CONTACT LOU PONTIGO e ASSOCIATES PRIOR TO BELOW TRUSS MAKING ANY STRUCTURAL FIELD f C-4 ' N N C] C] L7 II I I ....� l i7” 0 J, o o x = = x F05 x x F- F THD48 I i2 c"` ''`I `- "" L MODIFICATION5 WHICH MAY VARY H H I I I I "M°X FROM THE INTENT OF THE ORIGINAL " 1� `" � i � F05 !, CONSTRUCTION DOCUMENTS.ANY R I — mm O f I I FIELD ALTERNATIONS MADE PRIOR TO I I I BEING APPROVED BY LOU PONTIGO& I ----- rt THD48 ;! I I I SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN R F05 STUD SDWC15600 ADDIT'NSPECTIONFEESINGOR I �� (2)HTS16 THD48 Note: 1. Sloped-roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth cut. F05 2. Reference detail 4 for installation instructions. THD48 2x12 SYP#2 LEDGER. I - SIMPSON SDWC INSTALLATION RANGE = Z STEN w/ 10-10d _ I; T E - _. I I______ COMMONS @ 16" O.C. � N N II ..__ . _ --Eil 7 U I F06 I I t I € REX25 XXX 01XXX�x KXXI 4<I I (4)HTS16 N I F06 I ,� 111, = ` - I- I I U_ U_ I i � F06 s I Mgmi # _ F —— _ n/ rzz Jusza OSB BLOCKING PER W DETAIL 5E/S0.1 F07 ?' ( j =_ r_I 2x6 SYP#2 LEDGER. FASTEN I JUS24 N V N N N N N N z � � F � F F10 r~ w/ 5-10d @ 16" O.C. �• I ibu N LL LL LL LL LL LL LL _ = F08° /� Iwo S24 0 N N N N N N N f(2)HTS16 �, �� t E STUD NOT DIRECTL Z L.J.. I I j '�.___.__ I .,.. I BELOW TRUSS O h F_OS W T52 N N N N N N N N N THDH26-2 I I Note: Reference detail 2a for installation angle limit (2)HTS16 0 0 0 0 0 0 0 0 0 10 — I=- H H F F F F JUS24 f I Co V FT01 J sal SDWC INSTALLATION O _I II i JUS24 FT01 _____ ( Rafter to Top Plate shown �C ❑ 10 © = I' (Truss to Top Plate similar) JUS24 !__ 0 I`y ' r ' S 0.1 m � LO co ti w 0 N w I g W H H H `� H H �U) H H o FT01 = t� -.- W! Jusza R FT01 I cfl I s �2 maX STUD NOT DIRECTL HTS 16 N N N N NE N N N i ! HTS16 I I I I x i I BELOW TRUSS x x N THD 26-2 Is T62 i N nstall SDWC in D o i 0I }' '� I, $ _ ® hatched area US24 �! ___. m = `-- -LL, y I (2)2x4 BLOCKING BELOW 0 Q T64A LO` N N N N I f ` Y / r J,r,;` cc> d d d so 48" SDWC15600 co _ r" X/ ij ' r i c� ch c*) c� M M KNE WALLA O V @ IE ABOVE � } 5 XZ g g _ .. _ w__.... LU w M ' �> �� `;; I O.C. FASTEN EA. END w/ ( } SO.0 T64 / \ �\ 1 1 \ 117 11 ° j° ' '' I (3)10d TOENAILS. overhang 1 1/2" MIN HTS16 / \ � Q / \ HT 16 f '' MAX 111 16 I I I 5 t ,r, / ' So.o SDWC INSTALLATION RANGE FLOOR AND 5 10 So.o ROOF TRUSS SO.1 FLOOR SHEATHING SEE 50.0. Rafter or Truss PLACEMENT 2x8 CEILING JOIST @24" O.C. PCOdUCtS FASTEN EA. END w/ distance for,fullllge PlotlD Length Product Plies Net Qty SDWC15600 SCREW. values (with or Splice may be in upper or PLAN without a plate FB01 15-02-08 1-3/4" x 16" LVL 2 2Do splice Iawer plate FLOOR AND ROOF TRUSS PLACEMENT PLAN ' THESE AWINGSCALE .IFA DIMENSONS ION 1 � THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE SCALE: 1/4" = 1 r-0" ARCHITECTURAL THE DRAWINGS OR ' Y," from top plate. �. splice Offset for full values STUD NOT DIRECTL BELOW TRUSS PLAN NAME COASTAL SAN TROPEZ DESIGN/DRAWN/CHECKED CS / MK /LAP DATE SDWC AT TOP PLATE SPLICE 02.17.16 i SCALE AS NOTED LPA No. TOLL-16-00036 CONTROL No. 4581 SHEET S1 .2 SHEET 7 OF g SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3&4 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 1b DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND As s o c i a t e s, I n c. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.0, 420 Osceola Avenue Jax. Beach, Florida 32250 ---- BEAM OR TRUSS, SEE PLAN Ph. 242-0908 Fax. 241-9557 ANCHOR LEGEND FL: CA# 8344 SC:CA#3579 X " A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 �jll SHEATH UPPER WALLN ,� '" ••t•7q� A307 DIAMETER FULL HEIGHTe0�` `�3s••''® '•.� `., THRU LOWER ROOF X5 THREADED ROD, SEE DETAIL 12/SO.1 „` �; ; p -- TO 1ST LEVEL BOTTOM PLATE w '• "' � (2)2x6-1/2)____ ---__-_ (2)2x6-1/1 -_-____-_- (2)2x6-1 2 - " A307 DIAMETER THREADED -� r °---- -rc`- ------------� ROD TERMINATES AT FIRST FLOOR _ ___.,_�___ _.. _= _.__., _..__..�..___._, TOP PLATE, SEE DETAIL 12/SO.1 a T _ / • STIT 00 / � OP A307 DIAMETER THREADED 1"r "� as A, e• O N ���jrj`"�) RPLATSEE DETAIL 12/S0.1 OD MEN IATES AT FIRST 0Rr��'°�i� ••• •R a *�'•`s\, ti�*'� �- 0 0 (2)2x6 SPF#2 I !!/Il/fAt1IN111111M\L41114!`�9 JPOST' �� SIMPSON HTT5 SEE DETAIL 15/S0.1 ! �� (� • ChristoFLePE#71461r J rin PE ! Q ` SIMPSON DTT2Z SEE DS0.1 � ETAILI5� rREVISIONS DATE cnI _ I SIMPSON LTT20B SEE DETAILI5/SO.1 J nLtj IFASTEN TOP I o ti OF WALL PER O O S0 2 I J \ 12 " LONG LIGHT GAUGE STRAP LSTA12 FASTEN TO TOP PLATE AND STUD Z W / -i WITH 5-10d COMMONS m (2)2x6 SPF#2 f i 0- Q WALL STUD SCHEDULE Q Ed z O POST' PLATE STUD SIZE U C= V) LOCATION HEIGHT & SPACING LLJ $ - -In EXTERIOR MAX 2x4 SPF#2 ® 16" D.C. FIELD ALTERATION ol Q >> MAX z > 10'-1 2x6 SPF#2 ® 16" O.C. or CONTRACTOR SHALL CONTACT LOU - _.� O O EXTERIOR MAX 2x4 SPF#2 0 12" O.C. PONTIGO @ ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD Z W EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" O.C. MODIFICATIONS WHICH MAY VARY M 14'-0" FROM THE INTENT OF THE ORIGINAL I f W CONSTRUCTION DOCUMENTS.ANY .- z INTERIOR 101-011 MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO (n r p BEING APPROVED BY LOU PONTIGO 8 CONVENTIONAL STRAP WALL TO BEAM � 1 : O INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. or ASSOCIATES MAY RESULT IN U MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR BELOW PER DETAIL 8/SO.2, - - ; NSPECTIONFEES. Sirup NATES ~ CS18 @ BOTTOM OF STUD i 0 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE N o y WHERE NOTED. SEE DETAIL Cf) AT BOTTOM RIGHT OF PAGE. 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. J \ CONTRACTOR MAY INCREASE STUD SIZE TO MEET J 00 ARCHITECTURAL REQUIREMENTS. Q Z Z J I 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. r 0- V Q W � 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. ClI U 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS W 1 I I TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. I MINIMUM. SEE 3/S0.0 FOR ADDITIONAL ANCHORS AT 4< 0- I 2 --SP ________._.-. _ .__ j SHEARWALLS Uj 00S18 s - COMBINED USE PANEL NOTES V JC)-J W 1. EXTERIOR WALL SHEATHING SHALL BE fir. m> CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST _ p rQ TOP PLATE. SEE DETAIL 1/50.1 FOR SHEATHING U SPLICE LOCATIONS FOR MULTI STORY CONDITIONS W �-- U) 2. SEE SHEET SO.0 FOR - 1 I SPECIFICATIONS. R WALL SHEATHING = z -- - I F- 3. UPPER MOST TOP PLATE SUPPORTING ROOF Q I ~ MEMBERS SHALL BE STRAPPED AS SHOWN IN o z O DETAIL 1/S0.0 ---- _. _j -.-___.. .. a J 4. INSTALL SOLE PLATE ANCHORS PER DETAIL d 3/S0.0 W ---- Cj r Q ¢ w GENERAL NOTES J CONVENTIONAL STRAP WALL TO TRUSS Cn 00 - Q ;.' ! o BELOW PER DETAIL 8/S0.2. J �� N I j 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD WQ 1-- Q J a_ SIZES AND SPACING. AT GIRDERS AND BEAMS, _ zPROVIDE STUDS BELOW TO MATCH BEAM/GIRDER 0 O 0 - - zz3: "i PLIES. - _ O ( 1 )) z -j W I ' ~ Ld 2. SEE SHEET SO .0 FOR ROOF AND FLOOR W j Q a- - - I z m SHEATHING SPECIFICATIONS.00 00 U) Ld > > m O O �� U U 0 �s1 - --- I ( cX LL- r I z 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE U W ! ! N r PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES {..L.� m I TOGETHER PER DETAIL 6/SO.O 2 I i 4. INSTALL SOLE PLATE ANCHORS PER DETAIL O2x6-1 2/ 2x6 PONY WALL. 3/so.o ,olFASTEN PER I DETAIL 10/SO.2. 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 O I ATTACHMENT PER DETAIL 5/50.1 r CONVENTIONAL STRAP WALL TO TRUSS t�../1 BELOW PER DETAIL 9/SO.2. r' 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT 00 00 -L I TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 eo r T AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING L AND HOLD DOWNS �' _ c� .-- t/) �0 (2)2x6-1 3 CS-18 STRAPPING DETAIL C/) Cn � J � Q CS18 STRAP w/ 10" 2nd FLOOR Q I- I- END LENGTH. FASTEN z Lv THIS END w/ 9-10d. OO r] WALL FRAMING z, FRAMING w� Z -I w I Z > Q _ I o PLAN O U O Ed W NO NAILS REQUIRED IN CLEAR SPAN m FLOOR I TRUSSES I OR JOIST. LARCHITECT NOT SCALE DIMENSIONS FROM SE DRAWINGS,IF A DIMENSION IS e!, Z UNCLEAR REFER TO THE WALL FRAMING Iy w URAL DRAWINGS OR FASTEN TOP OF TOP ?END CONTACT THE E.O.R. PLATE w/ H2.5T IS18STRAP w 10" LAN NAME (932" 0.C. //,, LENGTH. FASTEN L S THIS END w/ 9-10d. COASTAAN TROPEZ SECOND LEVEL WALL FRAMING PLAN 2x6 BLOCKING DESIGN/DRAWN/CHECKED CS / MK /LAP SCALE: 1/4" = 1'-0" A35 ANGLE DATE AT EACH STUD. 02.17.16 SCALE AS NOTED LPA No. TOLL-16-00036 CONTROL No. GIRDER N;m4581 TRUSS FLOOR SHEET TRUSS SECTION S1 .3 SHEET 8 OF 9 SYMBOLS LEGEND HTS16 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 SO.0. t 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSS Associates, Inc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 • hti tNFtYB , . , 1 �iwsal, F a > ylp�� S0.2 o`p� � N��q ��, w • s_l T26E OF _ I Usha; i 1 ,l s ���''ae'° 4' O0) (A CO CU (D C4 11 _. *si��B6$4'9�`'"•�.9,a.,•®•a �®�®y�m� CT I— H H W W W 11 !i _.. _._..H_ \ / \ / ®0 , i tl A ( STUD DIRECTLY �:, ,o HTS16 II hus2a \/ \/ \ BELOW TRUSS TOP PLATE TO 24 SDWC15600 STUD SDWC15600 I /�. /1 /11 Christopher J Sabourin PE F L P E#71461 THD26 � � � ,;`%`� / -• _. I / \ / 1 'i TRUSS TIE DOWN WITH SIMPSON SDWC REvlslolvs DATE THD26 { Rafter to Top Plate shown I .4 Truss to Top Plate similar THD26 -Z Optimal 22)2' THD26 10' 0' HTS16 30' VNG 3 GDB _.. _ FIELD ALTERATION V V, E r CONTRACTOR SHALL CONTACT LOU �`�.�''� € /" �" I `^• ..- ! IjU,'Z STUD DIRECTLY PONTIGO$ASSOCIATES PRIOR TO BELOW MAKING ANY STRUCTURAL FIELD Max MODIFICATIONS WHICH MAY VARY � I FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 I SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN lit RAFTER TAILS, STUD SDWC15600 ADDITIONAL ENGINEERING OR �� INSPECTION FEES. , SEE DETAIL 6/S0.2I IT Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be blydsmouth" cut. I_ 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE T Z rrnn lb I A I U I � I �eHTS16 __ __ WRAFTER TAILS, I �� _ ._ UJ C) SEE DETAIL 6/S0.2 N s I I113 -EJO -- -fix°°. F _... THD26 I 1 f , J W w N O THD26 ,V1 EJ02 Lui10 I , r THD STUD NOT DIRECTL z CL BELOW TRUSS 0 SDWC15600 _...____. 108Note: Reference detail 2a for installation angle limit - t� _] V) -- - SDWC INSTALLATION HT '16 Rafter to To Q Q Rp Plate shaven x (Truss to Top Plate similar) 6EJM ~ "JUS24— __ F d to LO LO _ � I 10.2 EJ01 w H _� THD t i I 2 °X STUD NOT DIRECTL TI BELOW TRUSS I li Do not install SDWC in hatched area 6 0 S0.2 6 I\ ; SDWC15600 J SO.2 Overhang 1 1/2" MIN GEB02 AB EEN B E \ 2" MAX RAFTER TAILS, SDWC INSTALLATION RANGE SEE DETAIL 6/S0.2 10 , SOA TRUSS Rafter or Truss PLACEMENT 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 IS UNCLEAR REFER TO THE Y" from top plates ARCHITECTURAL DRAWINGS OR splice Offset CONTACT THE E.O.R. CTL for full values STUD NOT DIRE BELOW TRUSS PLAN NAME ROOF T USS PLACEMENT PLAN COASTAL SAN TROPEZ DESIGN/DRAWN/CHECKED SCALE: 1/4" = 1'-0" CS / MK OLAP DATE SDWC AT TOP PLATE SPLICE 02.17.16 SCALE AS NOTED LPA No. TOLL-16-00036 CONTROL No. 4581 SHEET SIA SHEET 9 OF 9