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1705 MARITIME OAK DR - NEW HOME DWG V�E SM W W��GE,�E�GN NKM M MS DMWW MMMS M�E NPU�WNIMM 01WING Ln CD JUN 1 2, ?n! r4 LU THE ANASTASIA 00 SHAN NONA_VANCLEAVE,AIA AR 97080 z U_ C) Z (f) .m U) LU LU En LU 0 0. ABBREVIATIONS 9� ca GRAPHICS 1�1 LU _j m A # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER _j LU Ce PARTIAL SECTION INTERIOR ELEVATION AND FLR. FLOOR SQUAREINCH 0- 3: P.4 0 LIST OF DRAWINGS DETAIL NUMBER DETAIL NUMBER EQUAL FND. FOUNDATION PSL PARALLEL STRAND .-j LU < L ,4/�_ @ AT RIP. FIREPLACE LUMBER LU = M C1 Cover Sheet - Index of Drawings RAWING NUMBER DRAWING NUMBER j> I— C) U A/C AIR CONDITIONING ERT. FRONT P.R. POWDER ROOM I U 0 �- GN1 General Notes Uj ABV. ABOVE F� FEET P.T. PRESSURE TREATED BUILDING SECTION DETAIL CALL-OUT 00 Z F- SLAB LAYOUT AD]. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD ej t-. m DETAIL NUMBER DETAIL NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER R�: 0 A1.82 Slab Layout for Coastal to Uj W M DRAWING NUMBER A,F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD > A1.N Slab Notes, Schedules, and Details DRAWING NUMBER i US = 0 > 0 AHU AIR HANDLER UNIT GAL GALLON ALT. ALTERNATE G A. GAUGE R RISER 2� LOU E FLOOR PLANS ALUM. ALUMINUM GO GARAGE DOOR RA RETURN AIR C) EILING HEIGHT CHANGE U3 < A2.82 First Floor Plan and Notes for Coastal 1=� A3.82 Second Plan and Notes for Coastal B.B.Q. BARBECUE GFI GROUND FAULT RAID. RADIUS INTERRUPTER Uj r_1 A3.N Floor Plan Notes, Schedules, and Details —CENTER LINE REF. REFRIGERATOR z Ce Uj BD. BOARD GL GLASS REINF. REINFORCING U V) FLOOR G.W.B. GYPSUM WALL BOARD RM. ROOM 0 —ELEVATION MARKER SPANISH TILE B.F.F. BELOW FINISH �4 a- EXTERIOR ELEVATIONS BOTT. BOTTOM tu- W SHAKE SIDING R.O. ROUGH OPENING 94 A5.82 Front & Side Elevations and Notes for Coastal ---SLAB RECESS BR. BRICK L%4 P 9z H HIGH RQD. REQUIRED 0 A5.1.82 Rear & Side Elevations and Roof Slope Plan for Coastal SIDING BKFST. BREAKFAST ot4, LU HB HOSE BIBB R & SH ROD & SHELF A5.2.82 Exterior Elevation Details for Coastal 0 FRAME BEARING WALL HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL BRICK CALC. CALCULATIONS 1z 6 C> 0 �4 LU U_ _j C.I. CONTROL JOINT HGT. / HT. HEIGHT F- 0 ;;� BUILDING SECTIONS. INTERIOR WALL (NON-BEARING), STUCCO FINISH CL CENTER LINE HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET 2 ce em z2 +- 0 A7.82 Building Sections and Stair Section for Coastal CMU MASONRY WALL EARTH CLG CEILING SGIL SINGLE >- 9 U_ CMU CONCRETE MA 0 L_jj GABLE END WALL INSULATION SONRY UNIT INSUL INSULATION SHT. SHEET DIFFUSER LAYOUTS C.O. CLEAN OUT INT. INTERIOR SH. SHELF aw- �q I.L.O. IN LIEU OF SHWR. SHOWER Uj 0 (n a 0 M1.82 First Floor Diffuser Layout for Coastal FRAMED KNEEWALL DECORATIVE STONE COL. COLUMN 0 M2.82 Second Floor Diffuser Layout for Coastal COMP. COMPRESSOR SL. SLIDER In 0 0- DROPPED SOFFIT PRE-CAST LINTEL/ HEADER SPECS SPECIFICATIONS U) CONC. CONCRETE KS KNEE SPACE DRAWN BY Uj S.P.F. SPRUCE PINE FIR Ce W ELECTRICAL LAYOUTS CONT. CONTINUOUS D. KRAMER Uj L LONG SPRG. PT. SPRING POINT U_ Co E1.82 First Floor Electrical Layout for Coastal = a DB. DOOR BELL LAV` LAVATORY STD. STANDARD CHECKED BY 0 0 E2.82 Second Floor Electrical Layout for Coastal ILDRY LAUNDRY STL. STEEL En < EN First Floor Electrical Schedules & Notes DBL. DOUBLE S. VANCLEAVE LU Ce LU LIN',, LINEN STOR. STORAGE e DRA SH. DOUBLE ROD AND SHELF :L-T' LAUNDRY TUB SCALE CL STANDARD NOTES & DETAILS DECO. DECORATIVE Z Uj T TOP 22X34 SCALE AS NOTED ca < > D3 Standard Notes & Details DET. DETAIL M.B. MASTER BATH T&G TONGUE & GROOVE ._j 0 -J j D7 Standard Notes & Details DIA. DIAMETER MAX,, MAXIMUM TEMP. TEMPERED lIX17 1/2 NOTED SCALE D8 Standard Notes & Details DIM. DIMENSION M.C1 MEDICINE CABINET THK. THICK Uj (n 0 DN DOWN _MFR� MANUFACTURER T.O. TOP OF d 5 DR. DOOR MIL,� MILLIMETER T.O.B.B. TOP OF BOND BEAM SHEET DATE b DS. 3 Lu DOWNSPOUT MIN. MINIMUM TR. TREAD D.S.S. DENSE SELECT STRUCTURAL MIRJ�, TRAN. TRANSOM SHEET REVISION INFO 0 MIRROR ce 0 DW DISHWASHER MLDG� MOLDING TYP. TYPICAL 0 0 DWG. DRAWING -M.P.H. MILES PER HOUR Ln M T METAL THRESHOLD UC UNDER COUNTER 0 Uj 2m Vi E EGRESS Ln 0 0 U.N.O. UNLESS NOTED E.E. EACH END LU N.T.S. NOT To SCALE OTHERWISE Ca LU E.W. EACH WAY _j X EL. 0 _j ELEVATION O.A. OVERALL V.B. VAPOR BARRIER LU < 0 ELEC. ELECTRICAL SET REVISION INFO 2� = LU O.C. ON CENTER VERT VERTICAL 3: Ln wi V) ENCL. ENCLOSURE O.H. OVERHEAD V.T.R. VENT THROUGH ROOF C) (n Uj ENG. ENGINEERED Uj OPT. OPTION(AL) 2 EQUIP EQUIPMENT W WIDE 13- OPNG� OPENING W tu- EXT. EXTERIOR OSB ORIENTED STRAND BOARD W/ WITH 0 > C) 3:: (A 0 W.C. WATER CLOSET Uj z U rn PED, PEDESTAL SINK WD. WOOD SHEET DESCRIPTION Uj Z 2: LU (n POLY POLYVINYL WDW, WINDOW Ln LU 0 P.S.F. POUNDS PER W.I.C. WALK-IN CLOSET COVER 0 LU 0 U E SQUAREFOOT WP GFI WATERPROOF GFI LU W.W.M. WELDED WIRE MESH SHEET HOUSE ELEVATION ABBREVIATIONS C3 < LU C> W.W.E WELDED WIRE FABRIC LU _ > 0 �_ Ln < DESIGN CRITERIA ABBREVIATION FULL NAME ELEVATION CODE MAN. MANOR 03 LU LU U) < U) WIL. WILLIAMSBURG 07 0� LU = M PROJECT NAME 0- 0 SINGLE FAMILYRESIDENCE GROUP R3 PRO. PROVINCIAL 08 Uj CHA. CHATEAU 09 BUILDING TYPE: V - B ATLANTIC BEACH TWO STORY FRAME 00 . LU VER. VERSAILLES 10 0 — DESIGN BASED ON 2010 RESIDENTIAL F.B.C. RISK CATEGORY: II CLA. CLASSIC 18 HERITAGE LU = L) 0 Lmu MED. MEDITERRANEAN 19 L.0 M F.B.C. RESIDENTIAL 2010 WIND DESIGN BASED ON ASCE 7 TRA. TRADITIONAL 2-0- DUVAL COUNTY 0 130 COU. COUNTRY MANOR 21 L MECHANICAL 2010 ULTIMATE DESIGN WIND SPEED MPH LOT/BLOCK 0093 U) HER. HERITAGE 22 0 F.B.C. PLUMBING 2010 0 0 tmn NOMINAL DESIGN WIND SPEED = 101 MPH CMN. CIMARRON 28 TBINUMBER 0093 E 0. . Ln 0 m 0 b 02�- r F.B.C. ENERGY CONSERVATION 2010 EXPOSURE - B MSN. MISSION 30 MODEL 00 0 LU < CFT. CRAFTSMAN 31 Ln < U) . F.B.C. FUEL GAS 2010 ENCLOSED BUILDING SCL. SPANISH COLONIAL 32 F:� P � ZE W Uj F.B.C. ACCESSIBILITY 2010 BOR. BORDEAUX 33 ANASTASIA 66 LU INTERNAL PRESSURE COEF. +.18/-.18 Ld I BRO. BROUGHAM 39 ELEVATION NAME L'U r, = < N.E.C. ELECTRICAL 2008 REN. RENAISSANCE 40 0 U W U_ FOR WINDOWS & DOORS SEE FLOOR c) M LU � 0 N.F.P.A. 1012012 VIE. VIENNA 41 ALL 9 Gj Ce PLAN FOR ACTUAL PRESSURES L ASCE 7-10: MINIMUM DESIGN LOADS TUS. TUSCAN 44 FILECO"'I C14 a<e LU V) L IFE Li THIS DRAWING AND DESIGN IS VALID CLS. CALAIS 46 1 1 ITA. ITALIANATE 57 P m =0 FEMA RULES & REGULATIONS (D !z � FOR 12 MONTHS AFTER THE DATE IT REVIEWED FOR CODE COMPLIANCE (A LU ITV. ITALIAN VILLA 58 SHEET NUMBER Ce cc LU IS SIGNED AND SEALED OR WHILE CITY OF ATLANTIC BEACH SHN. SHINGLE 62 SEE PERMITS FOR ADDITIONAL -0mm CURRENT CODE IS VALID PBC. PALM BEACH 80 a CONDITIONS CRB. CARIBBEAN 81 Uj LU Ca LU tz C3 _j U CST, COASTAL 82 cjj __j Ir _ _j U- BTN. BOCA RATON 89 luji k _j ERIAL NUMBER 1010.1 TERMITE SPECIFICPTIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION TOWE SENT OF W=�,WE DESIGN DMMD ON W� WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAIll DRAWING COMPUES Wft WE APPU�PUMMUM BUIWING Nu PLAN.) EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE CODEMEFFEUM.Of RATE OF CERWH�WON BUW. SECTION R318 PROTECTION AGAINST TERMITES AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, C> SECTION R3 1� cli TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE JUN 12 2015 - U) T S OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE r tPEDE S ICE I T IT ce PESTICIDES, BAITING SYSTEMS, AND PESTICIDES PPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE uj OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. F- S C 0 SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL 02 PROTECTIVE TREATMENT, A CERTIFICATE OF COM)LIANCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. ;2 rn DEPARTMENT BY THE LICENSED PEST CONTROL COMPANYTHAT CONTAINS THE FOLLOWING STATEMENT: SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, 9: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD TERMITES. TREATMENT IS IN ACCORDANCE WITH ZULES AND LAWS ESTABLISHED BY THE FLORIDA NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE "X" GYP. BOARD ON ALL 8 f? SERVICES." PROVIDE 1/2 DEPARTMENT OF AGRICULTURE AND CONSUMER 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 SHANNONX VANCLEAVE,AIA NOTE: PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. AR 97080_ 1) METHOD OF TREATMENT SHALL BE APPROVE D BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8- ABOVE FINISHED FLOOR. 2E U- OR BORA-CARE" PRODUCT METHODS MUST 3E DETERMINED AT PERMIT STAGE AND PRODUCT . 0 in m APPROVAL DATA MUST BE ON FILE WITH TH: BUILDING DEPARTMENT. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY M 0 2) PRESSURE TREATED LUMBER THAT HAS BEE 4 CUT OR DRILLED THAT EXPOSES UNTREATED 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 < 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. PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION to ui = OF THESE WALLS. UJ or OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. NON-BEARING INTERIOR PARTITIONS U) Lu 0 5u =) CL ce 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" D.C. MAX. ;m co STRUCTURAL NOTES: MANUFACTURER SPECIFICATIONS. Lu _j SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" CAST IN PLACE CONCRETE O/C WITH SINGLE TOP AND BOTTOM PLATE. 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSI�E STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES Lu W �: A SLUMP OF 5" 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS GLASS BLOCK cd Lu 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS LU jE 0 0 0 0 E�u ASTM A-615 GRADE 60. RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. t :� 0 GLASS BLOCK SHALLBE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. 15 Lu 3. WELDED WIRE FABRIC SHALL CONFORM TO AST14 A-185. WWF SHALL BE LAPPED AT LEAST 6" 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE 00 = 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 u 2E qJi < 11 BUILDING IDENTIFICATION THE EDGE OF THE SLAB. PER PLAN WHEN FIBERMESH IS USED ILO WWF, A COUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET , EPDXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH in �1: 0 *4 Lu THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY,BRUSHING AND AND "m 0� Ln POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE to ::�j Lu m 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS, USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH 0 > 0 5. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. THEIR BACKGROUND. u>j t E 25" LAP SHALL BE PROVIDED. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF C) uj < THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL ind LU 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2"TO FORM. MTSM16 TWIST STRAP W/ (4) 'A" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS PLYWOOD PANELS. UJ 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 SEALED UNDER SLAB ON GRADE. BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS CONNECTIONS ARE MISSED CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. W4 CONTACT ARCHITECT OF RECORD FOR SUBSTITUTI017-. a-j >- 9. FOR SLAB ON GRADE, PROVIDE 4" CONC. SLAB VI/ 6 X 6 X W1.4 X WIA WELDED WIRE MESH PLACED Lu AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH OUTDOOR KITCHENS < X: STRUCTURAL DESIGN CRITERIA C) 0� MAY BE USED ILO WWM, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. 0 FBCR 2010 R506.2.5). LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CIVIL, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS N Lu U- __j ON-COMBUSTIBLE BY THE 10. WHEN THREE OR MORE BARS ARE REQ-D., THE BARS SHALL BE HELD IN PLACE AND RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS 40 PSF GRILLS OR COOKTOPS. LL_ STAIRS 40 PSF 90 ce ANCHORAGE Lu REINFORCING STEEL 0 0 ATTIC WITHOUT STORAGE 10 PSF Q� METAL AND WIRE LATH: 22 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. Lu 0 En SHALL MEET ASTM A-615 REINFORCING FOR FOOTMG SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF 0� u m CONCRETE PADS, TOP REINFORCING SHALL BE P < 13� 0 OSI rIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL 0 0 U') 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 Lu ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY ce WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE w Lcum DRAWINGS: STRENGTH 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT 2� @ 28 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/4 INCH AND 0 FTGS, WALLS, COLUMNS, BEAMS, SLABS: 40 DIA. OR 25" MIN. REINFORCING: , WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ce �Q BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH, METAL AND WIRE LATH SHALL BE CHECKED BY Lu FILLED,CELL & MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN. ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. ui ALL REINFORCING BARS ASTM A615-60 60,000 PSI A. BARLEY = 0- 1 1 TEMPERATURE REINFORCING: 20 DIA. OR V-0" MIN, 11 GAUGE, BARBED,�(3404 >_ c1c ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI �NIZED OR BLUED NAILS 1 Y2" INCHES LONG HAVING A HEAD NOT LESS THAN LU WELDED WIRE MESH� 8" LAP 31n INCH IN DIAMETER. ca < > MASONRY WALL CONST. POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LES. OF SCALE -1 0 --11 j - FIBERS PER CUBIC YARD 0 < 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMA WEIGHT, GRADE N, TYPE 2, CONFORMING CONCRETE ASTMI C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI MIRRORS I_ in = MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. u- Lu En TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE 3TRENGTH OF 1900 PSI (f m = 1500 PSI). MASONRY;._ CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED v) 0 0 (cne 7 2. MORTAR SHALL BE TYPE "S", CONFORMING TO AS -M C270. UNITS:� DURING CONSTRUCTION d 0 H.V.A.C. NOTES SHEET DATE 3. COARSE:GROUT SHALL CONFORM TO ASTM C476 VITH A MAXIMUM AGGREGATE SIZE OF 3/8" STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.0 SHOP AND FIELD THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DA (S 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 0 ce 4. VERTICAL REIN FbRCEM ENT SHALL BE AS NOTED N THE DRAWINGS WITH THE CELLS FILLED 0 z MOUNT ALL THERMOSTA +4--0" ABOVE FLOOR. SHEET REVISION INFO 0 WITH COARSE GROUT. WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) U-1 co 0 FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB ALL INTERIO!R & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE X 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A �_ a (n Lu 0 MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WHERE SHOWN ONTHE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. -PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. Ln 0 (D OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB CONTRACTOR SHALL Lu U) co z 3: 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) ELECTRICAL NOTES Lu _j OTHERWISE NOTED ON THE DRAWINGS, WOOD COLUMNS: PARALLAM 2.OE U.N.O. THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. _j Lu < 7. GROUT STOPS SHALL BE PROVIDED BELOW BONC BEAM. PLASTIC SCREEN, METAL LATH STRIP ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR 0 Lu WOOD ROOF DESIGN,LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. ul (n OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF SET REVISION INFO 0 U) -3 Lu 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 UJ z 6 TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. w :5 En >_ 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR < g�_ W to ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE' BLOCK COURSES. JOINT REINFORCEMENT (D w Lu zw BOTTOM CHORD DEAD LOAD: 10 PSF 10 ESE GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 &20 AMP OUTLETS INSTALLED MO > SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8". 0 TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. 3: (n WOOD CONSTRUCTION LU SMOKEANDCARBONM OXIDE DETECTORS,SHALL BE HARD WIRED (110 VOLT TYPE) TO U WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ON LU M 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITHMASONRY, CONCRETE OR NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO 2: ui U) SHEET DESCRIPTION Ln Lu In Z-w 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 (D Lu C> 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 U 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD GENERAL Lu FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE EN BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM.'MULTIPLE DETECTORS MUST BE INTERCONNECTED. GRADE OR BETTER SHALL BE USED REGARDLESS OF 'PECIES. ALL ELECTRICAL SWITCHES SHALL BE 48N A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6N 0 < Lu 0 WOOD FLOOR DESIGN LOADS: NOTES Lu 3. ANY WOOD FRAME INTERIOR BEARING WALL STL DS THAT HAVE HOLES IN THE CENTER OF THE FROM EDGE OF OPENINGS. TRUSSES: DEAD LOAD: 20 PSF Z M STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 11, IN DIA. FOR Lu (D _j PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SI 4PSON HSS2 STUD SHOES,TYP., U.N.O. LIVE LOAD: 40 PSF ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED, (n _3 I I Lu < TOTAL: 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 J�d uj 4. MANY OF THE NEW PRESSURE TREATED WOODS JSE CHEMICALS THAT ARE CORROSIVE TO CL 0 SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND PROJECT NAME Lu - 0 STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY T D VERIFY THE TYPE OF WOOD TREATMENT En (n W) AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. < 0 2t CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL 0 E Lu ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVP NIZED OR STAINLESS STEEL FASTENERS. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. 0 DOT SODIUM BORATE (SBX) DOES NOT. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR ALL Lu u 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. < Lu OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) U STRUCTURAL STEEL IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM Lu F- ROOFING BEDROOM, RECREATION-ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, A�L ALL 0 LL- fn ALL STRUCTURAL & MISCELLANEOUS STEEL A36 STEEL: ASTM A500, ALL ROOFS SHALL BE CONC..ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES, M 0 LU 2: 36,0 0 PSI, U.N.O. TUBE = 0 GRADE B, Fy = 46.000 PSI PIPE STEEL: ASTM A53, T�PE E OR S, Fy = 35,000 PSI SHOP AND F E Lu P w IELD CL 0 U- WELDS: E70XX ELECTRODES STRUCTURAL BOLTS: AETM A325, BEARING TYPE CONNECTIONS THERE ARE NO EXCEPTIONS. 2m ei 2r LOT/BLOCK :5 � 0 (n STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BOLTS : ASTM A307 FOR SECONDARY DOORS & WINDOWS rlj - En 0 CONNECTIONS WHERE INDICATED, ALL BOLTS CAST N 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 b om 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 M Lu � V- < Ln FABRICATION. HEIGHT & 5.7 SQ. FT.. IN AREA, THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL 0 ce v t U < FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 541, A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE > PROVIDE MININUM OF 3" DIAMETER SCHEDULE 40 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE. ALL 40 2E R407.3. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. Lu u- = < DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, C) (D Lu u- r,j 2E THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. ELEVATION NAME Lu t7Z 0 PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. uj 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 ALL E < = MANUFACTURER UNLESS NOTED ON THE PLANS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND U�j_ U ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. C> 2= m 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 4,: (5 r- �! MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNEE) BY THE TRUSS MANUFACTURER IN ACCORDANCE Ln LU TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE >, uvj) 3: W m WITH THE DESIGN LOADS. NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER 'm m Lu SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH 0 0 = V) E2 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUR SOLID WOOD DOORS NOT LESS THAN I Y8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. =) IF THE LAYOUTS CANNOT BE MATCHED, THE TRUSS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 1% INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. Lu 6 0 uj ca Lu DESIGNER, TOLL BROTHERS, FOR FURTHER INFORMAT[ON. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. _j WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE _3 TREATED 2xEl STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" GN1 __j 0 12 U- 4. DESIGN SPECIFICATIONS FOR LIGHTWEIGHT MET kL PLATE CONNECTED WOOD TRUSSES PER THE SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). < u 0 FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF 10d NAILS AT,10" C/C. IsERIAL NUMBER 1010.0 TO THE ME OF MY M�OGE,ME DMICK DEFECTED ON THE DMIMING COf4MUES WITH THE��BUE MINIMUM BOURNE Ln z C> JUN 12 2015 U) ce LIJ 0 0 rB 0 L) 831-611 ANNOWIM. VANCLEAVE,AIA AR 97080 181-211 651-411 e 1-011 1-011 z u- 11 171-211 62 31-411 0 Z 11 21-8" 8 e z w Lu TYP. 4 0 � = F m UJ T.O. PAD. (A Lu 0 01 -011 HB ce 0 Lu _J _j ---- ---------- --------- 0� C> —————— ---- ---------- - ---------- --------- --------- ------------ -——————— --------- T r------------------ ----------- ----- Bo LL- ui GAS LINE TO _j Lu 1-0 lu co 6 0 0'-0" (TYP. 2) 1 1 `1 1-011 cli 10 L) in 0 Z, 6" PLUMBING 2 1-011 c:l 0 COOKTOP Lu PROVIDE GAS LINE FOR WALL co m -611 z FUTURE BBQ 0 �1: 0 r�------ FL J7 00 s Lu C) SLOPE f > —i Lu Z PLUMBING 1 11 0 11 0 11 PAVERS @j 0 > 0 > UJ -4 = FOOT c) LID Lu 0 ON PER FUTURE BBQ STUB-OUT FOR m 21'-2 Lu 0 1 1 Bo bo PROVIDE ELECTF z (71 f� En 171-211 �7 CHASE FOR ISLAND W Lu Z er E-----J L----------J E :1 E ------ LU 0 El 00, j�_ = ej io� , , LJ L_J Lm SLOPE PAVERS @ -e� o4 1/8" PER FOOT 2 -811 Y-411 U) C4 C) Z Lu rA 4-- - — - — - — - — - — - — - — - — NOTE: COORDINATE LOCATION F- NOTE: 611 6 C) 0 LU LL_ -1 M IN FIELD FIN. FLOOR TO BE 1�" MIN. WITH C 0 ABOVE CROWN OF ROAD -------------------- FINISHED FLOOR -------- Lu Lu Lu 0 _011 -1 -611 9 8 Lzn ----------- 0 ----------------------------- -------------- -4 L_ j F-1 1-011 In o U) DRAWN BY Z Lu L----JI IL 3 cq CD D. KRAMER w LcLoj 351-811 1 7-11 l4l; 31-611 151-211 31-411 a% -1 Ln GAS LINE TO I I Ln Z 0 � � I/ I H !GAS LINE Tq i CHECKED BY 125 -1111 2'-9 21-6 f�:-FIREPLACE z QRYER Lu I I S, VANCLEAVE Lu SCALE z Lu ------ > �j t--- 22X34 SCALE AS NOTED ---------- an < I j lIX17 1/2 NOTED SCALE -1 0 -J I -E=- :::T= _J < T 0 it Lid Zn It, U- U) i i i i � L 0 0 �Ae CD 6" PLUMBING 12 15"]PLUMBIN SHEET DATE id 0 Ln "".v, WALL PLUM N� WALL 111 11 It 3-10-15 Lu �,WALLL- TYP. U.N.O. 24'-0 WALL a '59 --- lyp 8" PLUMBING 1 1 01 SHEET REVISION INFO ce 111-4N _l^ A --------- - - 2 21 ice o z WALL F_ t r__l ------------- - - Al RFI #107269 DK 4-23-15 u.J >- 0 r ca U Lr) --- -------------- Irli &RFI#107404 DK 4-23-15 0 =.=_=T] Li L- 1-1011 U) 0 22 ui Z (n z NE Lu 00 co ca LZU 3: 11 11041 SLOPE @ 1/8" PER FOOT _j X: 00 oc -1611 %0 co 55 SET REVISION INFO Lu (n C) (n _j LU i I (DTYP. c: -5 1/2! ------ - in >_ in I F------ --I I Li m it I 0� uj z 21-611 1 L---- > C) (n 0 Lu -JIX-10" 31-611 1 1 1 1 1 1 1 1 1 U 05 LU z SHEET DESCRIPTION x: uj En (n Lu 0 Lu 0 SLAB LAYOUT u Lu I I ova ce --------------- - ------7---- -- - ------------------- co L----------- -- ---- - LU 0 AND NOTES Lu -> u HB _17 rn < GAS z Lu Lu (D _j W.H. 0- (A — _3 Lu U) < Ln 48" X 48" X 4" CONC 0� LIJ = Z Ln 0- fn C> 'PAD 3" ABOVE GRADE—/ PROJECT NAME (n ce < (D 0 33 1-811 ATLANTIC BEACH 0 Lu a Lu HERITAGE 83'-6 Lu u L=U U) Lu DUVAL COUNTY C3 u- (A 0 ul = 0 LOT/BLOCK 0093 Lu w (n 2m U- 0 Z TBINUMBER 0093 :5 z 0 2 rB m Lno E b MODEL UJ 1�7r En z Lu ANASTASIA Ln Lu 2: Lu Z ELEVATION NAME Lu rJ_ ;m < NOTE: STEM WALL FOUNDATION (9 . UJ U- U C> SLAB LAYOUT 11 U-1 SCALE: 1/4"= l'-o COASTAL COASTAL rl u0s Lu rj NOTE: FIELD TO VERIFY ALL GAS LINE z 0 Z CL tz; � U) LU LOCATIONS PRIOR TO POURING SLAB m SHEET NUMBER (n 3: Lu 0 ;i= LIJ u�0 U) HANNON- 'VANCLEAVE' AIA W4 In nu (Tyc 3P.J2) )R PROVIDI CHASE T� L---- L ---J E --_I- ------- -6 __I L111' BN M WALL,�TYPUA�.O-----�-\ ZV-( M tBIIN G Z-13" A' �5 A2'-6- ADDITIONAL NOTES, DETAILS & SCHEDULES to Lu Al 82 --i U- CAN BE FOUND ON THE Al.N SHEET. — 0 0 ILL. Lu u �_ 0 ERIAL NUMBER 1010.1 TO THE NST OF MY ffi�DGE,THE DEMON DM�ON THN ORAVONG COMPUS WH THE A�BU MMIMUM MUNNO CODE W M OF OAn OF MMa=BROW. Ln � m SLAB LAYOUT NOTES : CD AUN 1 2 r4 20j5' �2 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. LU 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS (D 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE u 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. SHANNON.N._VANCLEAVE,AIA L AR 97080 U- INDICATES DOOR OPENING FL-NCTS-001 o L o . �fn 2E U) Lu 0 ui Lu ca Lu cd Lu M �: $:�o �4 E� 'T 2 Lu LU Ca > 0 ui in LL, u n 0 a 0 2m = < t7. O� in 3:: 0 Lu ce w L>j ELI 0 m 0 �u' 0 lop U) 0 �- Lu < o F- u W Lu L 2 !� 0 - Ln tu- w 2-- =2 LLJ < o Lu U- W W M PLACED IN UPPER 6FSLAB OR FIBERMESH 1/3 1 REINF. PER PLAN o uj C:) 0- --1 1/8" (MIN.) SAWCUT x 1/4 OF U W SLAB THICKNESS SEE Lu 0 FOUNDATION PLAN FOR LOCATION fs wum < ce 0 n 0 11. 2M En DRAWN BY LU // I w U ui D. KRAMER LL. CHECKED BY Ln ice uj Lu S. VANCLEAVE SCALE LU ca < > SAWCUT,JMNTS PER PLAN. JOINTS SHALL BE CUT 4 22X34 = SCALE AS NOTED j < TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, lIX17 = 1/2 NOTED SCALE AS CONCRETE ALLOWS WITHOUT RAVELING U- Lu tn o y' U) SHEET DATE 3-10-15 -CUT DETAIL SHEET REVISION INFO g SAW 0 uj ca U SCALE: .3/4' 1 -0 0 U) Lu Z_w U) En 0 (9 < =D V) zm LLJ Ca Lu _j Lu < = � uj SET REVISION INFO Ln m CA o (A _j LU LU U F- ca ce ui 0 > o (n 0 Lu u LU = SHEET DESCRIPTION X: Lu kn FRONT WALL OF GARAGE tA Lu 0 ZE ui 0 SLAB NOTES Lu PROVIDE 11/2 D x 5" W RECESS AT GARAGE DOOR SCHEDULES o < LU 0 uj -> u Ln < 11 1 AND DETAILS PROVIDE 4 1/2 D x 8" W RECESS CLU SLAB RECESS IN SLAB Lu < cn LU -r- _ 0 uj � 41/ PROJECT NAME U.i 0 BRICK PAVERS Lu Lu GAR. 7z En w < FIN. FLR. ATLANTIC BEACH 0 Lu —GARAGE a 3: �i DOOR HERITAGE Lu SLAB I— u < = OLU ��j Lu RECESS j- 4 DUVAL COUNTY 'Lu WALL PER LOT/BLOCK 0093 PLAN L5 Lu fmn Lu TBINUMBER 0093 E o- - Ln 0 -1 �7- Ln fu n 15 00 p MODEL = Lu � < < — In w 0 M uj ANASTASIA Lu Ln Lu u- < ELEVATION NAME Lu u- PLAN VIEW m u 0 W 'an W 0 Lu ALL ' UJN: � SECTION @ GAR. DOOR C14 U) "�F Op I I 0 '\��.N SCALE: 3/4" l'-O" Q SHEET NUMBER �Q Lcua LU V�o Ln < Lu 0 Lu ca Lu AlmN -1 0 R L� uj - < u __0 _j PERIAL NUMBER 1010. Ln L) TODIE�OF W M�EMEMIM DMM MVIS � 0 DFIAMON COMPLIE�W Apm�m1muminaw1w of WDEM�MOfDAnOFaMF,,,,M8�. r4 JUN 12 2015 LU (90 B 0', 0 A7. 2 u 831-610 �7 i 181-211 62 1-011 SHANNON M. VANCLEAVE,AIA 1-011 31-411 AR 97080 Z LL. 171-211 F-011 8 0 351-811 151-3" 21-811 811 o 11 12 PRIVACY r-8 SQUARE Mv) Lu WALL @ 61-011 COLUMNS 0 Lu A.F.F.----\ TYP. OF 4 w Lu 0 o- ce 2t ca HB GAS LINE TO COOKTOP KNEE BRACE ABOVE, TYP. ..p uj 0- 1.0 co + DBL. Lu T Lu in )1u OVEN L> 0 U If -- -- -- -- - lu m uj 8 311-611 GOURMET C) 1['!' 0 rL �I 4'-6 131-81" 1 no = GAS 111-2;1 m = �- IN 6� < I- 1�d- J U STUB-OUT KITCHENSEE TYP. '11 r-I Ln 3: 0 r-i 9 DINING 10 8 KNEE B��CE I Pj SOFFIT DETAII. I I �n ui io'-O" CLG. SHEET ON 60 1 1-011 �l 0 > 0 STUB-OUT RO 10 00, DW I STUDY >j Lu ABOVE I I PLUMBING BREAKFAST Om - I I -T- 1-011 io'-O" CLG. En �N H AREA 1 101-011 TO 101-811 12 1 111 En lu .1 COFFERED CLG. — -011 1 9r 1 -011 Lu < io'-O" CLG. I�Typ. 21-211 5 4 00 co HIRE17. 1 71 U5 COVERED 11:SPACE -En- - - in Irll. I I T L -1 8 Z In, Ln 00 ILI FLAT SOFFIT U (n < LANAI F 2 X NEE WALL 1,411 I-Off cq Lu 0 Ln io'-O" CLG. 03 HIGH Ln --- -- - - - - - @9 tu- w U' 91-311 -011 - 161-3" 1' _j - - - - - - P� FRAME HEADER PAVERS R G X-811 4 Do 41-1111 -Col. 8 -10 -FLAT SOFFIT m OUT TO MATCH 2 SEE TYP. 0.4 M Lu COLUMN WIDTH----/ MT. E—R— MT. SEE ELEVATION — - — - — - — - -L -I— - — - — - — - -- - — - — - -- 12'-0" CLG. PAVERS jE; < - --- - - l(�)ABV. 4 SOFFIT DETAIL - - - - - -- - - OAK HALL — --c— SHE.ET- 6 0 41-211 IT A 1-011 AaM - .12� LU ILL. -i oil I ��,-o 3 + 07.82 5 611 21-811 Ln C I 1r — I I - 04 3: 0 Em I AIN ------------- - ------------------------------------ 0 u- -opt HIGH WOOD RAIL�NG Cc 2 GREAT 36' 2 LU WITH PICKETS SPACED r 0 LINE OF FLOOR ABOVE ROOM TO REJECT A 4" SPHERE Lu 1-011 MT Lu C) 1.0 12 Iz i 101-01, TO 101-81, CLG. F* w U �-- COVERED < ce C) 8% 0 0 &A if COFFERED CLG. 1 10 IN 2 6 c:1 0- 1 . I - F-011 I - -- - STORAGE ENTRY m Lu 10 C4 6 t < CD I - 9 : 9'-0" CLG. io'-O" CLG. (j w CLUO �l I C=o f:8ir 8 4 D DRAWN BY r- — — —— — — — — — — — AIN 91-811 FZ -3r-4ff- - — - — - E 91-811 9 -10" X 10" AIR JUMPER 19'-411 1 k 0 611 18'-611 GAS 1 3 It I — 6 D. KRAMER �� 2 �. i -Go-- - Lu �n - --=——————— Ln Ln FIREPLAC Lo CHECKED BY =4 ILDRY. A N - -i 7-�- - Lu 7 ABV. V-0" CLG. - 8 CA c H > um S. VANCLEAVE = Lu ABV. Nr ca < > IG D.11 W. rFL.I AS CD -------------- SCALE '411r, 4" VTR --ji 0 'ET MASTER LIN. 1 -------- R8�VH 22X34 SCALE AS NOTED 0 LIN. - Lu V) -DROem BRACK I ABOVE, TYP. BE u- If 0 Ln U) I= - — - — - — - C d o I 10'�07 TO 10' 4 lIX17 1/2 NOTED SCALE cc I C 8 1 n6 (6 -211 BEAM COFFERED CLG. LGI 0, If it 3 Al ABOVE, TYP- IF= 1-8 SHEET DATE Lwu 6 3 5 -10 4' 1 1 3 -2 1.811 2 e L- —— — — — — —— ——— 0 ce 'OF ROOF 3 A, BRACKET 3-10-15 , 0 --- I I 1 '91 11 22" X 3611 ABOVE, TYP. Q ABOV 1 '91- 181 9 BATH 1 8 -011 C C,- 1cr - 1 9 LG. �-j I x I E, TYF. CD > 2 ILL 6 ATTIC ACCESS L=U u En E: 11-611 1 9, / \ SHEET REVISION INFO Ln IT r4 c I D 8 -0" CLG. Lu �---BEAM > i uj ;E vi ABOVE, TYP. /�RFI #107269 DK 4-23-15 r4 0 co ---LINE OF ROOF &RFI#107404 DK 4-23-15 Lu V) m 1 8 LINE OF w ca Lu Fri 8 FLOOR ABOVE, TYP. -BOTT. OF HDR, 0 Lu I I ' I ABOVE — a k@ 8'-0" A F F Ln 31-211 Lu m uj TWO CAR (n WJ En L9 1 1.0 Go 2 TYP. OF 2 r, V) VAiN GARAGE L<' SET REVISION INFO 1w RETREAT Lu M6 PE BEDROOM 3 MASTER < 17*4 9'-0" CLG. BEDROOM, 2 91-011 CLG. -TI 9'-0" CLG. I u- -011 Lu BATH �cge > 9 V-0" CLG. Lu Ln 0 9'-O;' CI.G. CLG. V-10" CLG. IL I WATER 611 1-0 101-1011 7 > 0 61-411 - SOFTENER 101-611 1 -1011 1-811 LU M .7 11- 0 22 11 1 Lu w M-7� -*,J' 2 -411 LOOP It (.n Lu a 'm p n 8 Lu 0 1 SHEET DESCRIPTION Fn KNE S Lj w PA E IT %D I ce 8 f 'j- ova CF 6l! ca w 0 < uj o FIRST FLOOR Lu > U . ... . . . ... < in] A HB=� PLAN AND NOTES uuj) --ji ;<-� f Lu < ce LU GAS LINE TO TANKLESS W.H. WATER Lu - w (n (n HEATER PROJECT NAME < 0 so 'Lzu E U-3 71-2 261-211 5141 171-011 1 16-211 L ATLANTIC BEACH 5 L=U 831-611 HERITAGE Lu in u- (n 0 C) ui . = 0 DUVAL COUNTY Ln uzj 2E 0 2-� 'I� m 0 Lmn LOT/BLOCK 0093 0- - En 0 E in t5 om r "B"N6, TBINUMBER 0093 cl- z r'll < m R �A?`.82,r Ln 0 ;m ag MODEL .. (.A Ce Lu < ADDITIONAL NOTES, DETAILS & SCHEDULES r'll - a- 2: > Ln M Lu FIRST FLOOR PLAN CAN BE FOUND ON THE AIN SHEET ANASTASIA X: W On 2= - Lu u- 0 < SCALE: 1/4"= V-0" (D � Lu u- COASTAL Ln u LU ELEVATION NAME a- � o C�l 0 AREA CALCULATIONS: CSTL C'4 En 1 3: E� < Lu u- "E Lj r FIRST FLOOR A/C LIVING AREA: 2,696 SQ. Fr. LIJ C141 vi i - COASTAL m z 0 SECOND FLOOR A/C LIVING AREA: 925 SQ. FT. Ln CUR TOTAL A/C LIVING AREA: 3,621 SQ. FT. unj 0 ui iI.- m 0 m tn SHEET NUMBER 'a vil F- =D < COVERED ENTRY: 72 SQ. FT. L FLOOYR 4L9'-8- W Md 16" 5 T- 3 0 Lu COVERED LANAI: X Lu co tu 355 SQ, Fr. Lij = __j U TWO-CAR GARAGE/STORAGE: 602 SQ. Fr. _j 0 Zj U! -j 0 f2 u- WALK-IN ATTIC STORAGE: 231 SQ. FT. eq uj F_ 49 -1011 SHANNON M. VANCLEAVE,AIA AR 97080 331-6" 161-41' 1-511 If I If 5 28 91-1 4 -&l Z u- 2 2 e 0 En En Lu F- Lu 0 ca 0 Lu -J — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - -- - - - - - - - T -- - - - - - - - - - - -- - - — — — — — — — — — — — — — — — — — — — — — U_ LU 0- Lu LU ca C) ui u 0 0 En 3: 0 Lu :Ejo Lu 0 0 P, F_ -1 F_ -1 ui 7 F- < ui f-I z Ce Lu :5; UJ 0 CONTINUOUS 0- En F t-u HAND RAIL @ i A7.82 v -et R 2 36" ABOVE 9z LU LU NOSING A o - — - — - — - — - — - -- - — - — - C) Lu 600 4 Ile ROOF _Z U- ,�BELOW I ca Lu WALK-IN VV - - - - - - -I- - - - - - - - - - - ce u �D /�ROOF 0 ATTIC STORAGE SLOPE BELOW n 0 8'-4" CLG. CLG. ABV. DRAWN BY KNEE WALL 8" STEP-UP TO LU ww Lu ATTIC STORAGE D. KRAMER U- ca I I %'.''..'..'................................................................. ...................... ....................... ZFM AHU CHECKED BY u�0 2-- A PROVIDE 10" TOP CHORD I w #1 AT TRUSSES ABOVE S. VANCLEAVE Lu Lu STAIRWELL FOR REQUIRED SCALE 0- �2 1 1 �4L >_ INSULATION ---------------- .................................................................................................. Z Lu < > rn R & SH 0 3 Nr lIX17 1/2 NOTED SCALE M u.i Ln ... CLG. Zo En R& SH 22X34 SCALE AS NOTED j 0 lc6 SHEET DATE ten, 5 Ln P2 -8- 2' 121-211 LTV14! -411 211 Ln cn 16 W.I.C. 3-10-15 9'-0" CLG. 00 b 00 SHEET REVISION INFO 0 0 m 0 107269 DK 4-23-15 LU U .. BATF 47i 1-011 6 61-411 9'-0" C .G. RFI#107404 DK 4-23-15 Lu (n 0 C14 15 -8 12'-8" 5 -011 31-2" 121-411 RFI#108401 SF 5-19-15 Lu ca Lu Bo -19-15 42" HIGH GUARDRAIL &RFI#110095 SF 5 Lu 2211 X 3 00 WITH PICKETS SPACED Lu ATTIC TO REJECT A 4" SPHERE SET REVISION INFO o cn —i uj ACCESSI ... cn Lu 311 (n Go ... CHORD VE m QUI �E RED R 8L St�_ Ll 110 3 7V 7 A CeLu > -- — — -- - — — — — — — — — — — - 3: 0 BONUS ;m 0 > 3: BEDROOM 4 LL: — - — - — - — - — - > LOFT c ROOM -011 > 9'-(" CLG. 9 CLG. 9'-0" CLG. SHEET DESCRIPTION LU Z VLINE OF Lu Ln VAUL`j'ED CLG VAULTED CLG. VAULTED CLG. En ui 0 M > - — - — - — - — - — - — - — - — - VAULTED (D Lu 0 uuj r- >T CLG. SECOND FLOOR A ................. .....................I......... .............. ............ ............ 0 Lu 0 PLAN AND NOTES Lu U) Lu U) Ln PROJECT NAME L ow u u 1q) Lu ATLANTIC BEACH c) Lu 241-411 201-811 HERITAGE u c 4 ui = 1 0 1� A in L=Lj Lu DUVAL COUNTY 0 u- (n Z 0 Lu = 0 Ln L=u I— a� LOT/BLOCK 0093 0 '(ZA TBINUMBER 0093 rB Nh, E MODEL m n b ADDITIONAL NOTES, DETAILS & SCHEDULES cn Z Lu m < a Ln C6 cn W M Ln LU CAN BE FOUND ON THE AM SHEET ANASTASIA 1;4 uj a SECOND FLOOR PLAN Lu X: � I LU u- SCALE: 1/4"= V-1)" COASTAL ELEVATION NAME Ln U Lu U- AREA CALCULATIONS: CSTL Lu 0 LLJ uo) FIRST FLOOR A/C LIVING AREA: 2,696 SQ. Fr. L cli Ce Lu U) COASTAL - < SECOND FLOOR A/C LIVING AREA: 925 SQ. FT. co C�l "i i=_ L; (v 0 om TOTAL A/C LIVING AREA: 3,621 SQ. FT. u Ln L SHEET NUMBER >. uni M LU COVERED ENTRY: 72 SQ. FT. m ' o Ln COVERED LANAI: 355 SQ. Fr. TWO-CAR GARAGE/STORAGE: 602 SQ. Fr. 0 Coe Lu Co Lu WALK-IN ATTIC STORAGE: 231 SQ. FT. A3 , 82 0 _j u tl� _J � � U_ 1 0 p U- TOTAL: 4,881 SQ. Fr. Lu < u 0 �ERIAL NUMBER 1010.1 MNE�OFW W�,�E MSM DMM W�S DMWIN WMPUS��E APM�MMMUN MMIW WDEM�MOF�OF��MN�. Ln U INSULATION SCHEDULE C4 (n LOCATION TYPE R-VALUE U.N.O. "JUN -1 2 '20,15 Lu CEILING @ LIVING AREA FIBERGLASS 38 EXTERIOR WOOD FRAME WALLS FIBERGLASS 19 ca S TO LIVING AREA FIBERGLASS 11 0 SHANNON W-VANCLEAVE,AIA AR 97080 LL- 0 z o Ln TRANSOM TRANSOM U) Ln r ABOVE TYP.:i ABOVE, TYP. Lu ice FLAT — - — - — - L TRANSOM Ni" TRANSOM Ln Lu SOFFI FLAT =D 0- ABOVE, P. 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KRAMER 2E co Z2� 0 1 WINDOW TAG CHECKED BY 0 2-- WINDOW SCHEDULE CSTL. �A < WINDOW CALL-OUT e S. VANCLEAVE Lu Lu m - TYPE SIZE REMARKS SCALE Lu co > 22X34 SCALE AS NOTED A SINGLE HUNG 25 36" X 62" VINYL/LOW-E/EGRESS -1 0 =1 11X17 1/2 NOTED SCALE j 0 �- < m x: B NOT USED Lu (n C FIXED GLASS 32" X 48" VI NYL/TEM PERE D/I NTERIOR - TOP @ 8'-0" A.F.F. SHEET DATE 0 -10-15 3 D SINGLE HUNG 26 36" X 75" VINYL/LOW-E/EGRESS ce SHEET REVISION INFO ce E FIXED GLASS (2) 36" X 3011 VINYL/LOW-E 0 m Al RFI #107269 DK 4-23-15 >- 0 L.0 co F SINGLE HUNG 25 (2) 36" X 62" VINYL/LOW-E/EGRESS (n &RFI#107404 DK 4-23-15 Lu -m Ln G FIXED GLASS 60" X 16 VINYVINTERIOR — z V) 0 (D < z Lu 38" X 16" VINYLANTERIOR z H IXED GLASS co Lu I FIXED GLASS 50" X 28 VINYLANTERIOR Lu < Lu K FIXED GLASS 50" X 16" VINYLANTERIOR SET REVISION INFO Ln 0 cn Imu Lcue Lun < ce ca DOOR TAG (D W Lu C�[=DOOR CALL OUT DOOR SCHEDULE 2m 0 > 3: Ln 0 TYPE SIZE REMARKS g �i Luu U=) SHEET DESCRIPTION in Lmu: Lzu U) 1-011 1-011 U) Lu 0 = I THERMA-TRU INSULATED 3 x 8 W/ 12" SIDELITE FLOOR PLAN 0 Lu 0 z Lu u - ENTRY DOOR w TEMPERED NOTES, SCHEDULES, co w D- o < uJ 0 2 NOT USED Lu -> u AND DETAILS F- ul z m N 2,--11 z< (Lnu <= ;Lmn 3 OVER HEAD GARAGE DOOR 161-011 X 81-011 NON-INSULATED RAISED PROJECT NAME ctu) o Lu (.n Ln STEEL PANEL g om 1-011 ATLANTIC BEACH 0 Lu 4 SLIDING GLASS DOOR 16'-0" X 8 TEMPERED — HERITAGE 5 DOOR 2-8" X 8-0" SOLID WOOD NOT LESS THAN 1-3/817OR V2 ux =5 Ln Lu DUVAL COUNTY 20 MINUTE FIRE - RATED Z 6 HOLLOW CORE DOOR T-011 X 81-011 LOT/BLOCK 0093 (n L2um 0 ZE = 0 UZI 7 HOLLOW CORE DOOR 21-411 X 81-011 TBINUMBER 0093 o- . Ln C) E n 15 om 8 HOLLOW CORE DOOR i 21-611 X 81-011 MODEL M Lu < U) C) Z 9 HOLLOW CORE DOOR *421-81' X 81-011 Lu ANASTASIA 66 Ln 10 HOLLOW CORE BI-PASS DOOR 51-011 X 81-011 uj 2: Ld Cl ;m ELEVATION NAME uj W = < 11 HOLLOW CORE BI-PASS DOOR �,,6-011 X 81-011 Ln S9 0 Lu U- je LU 0 gt - - X 81-011 af 12 HOLLOW CORE DOOR (2) 2 4 ALL n in uj u V) Lu 13 GLASS SHOWER BI-PASS DOOR 51-011 X 6-011 TEMPERED fli u�il_ — It [T-1, I I M = z 0 2' z 14 HOLLOW CORE POCKET DOOR -6" X 6'-8 z SHEET NUMBER cunj 15 NOT USED LU C) u� 21-611 X 61-811 < 6 F2 16 HOLLOW CORE DOOR UJ Lu m: Lu 17 HOLLOW CORE DOOR 21-811 X 6'-811 AIN z -i _j L� 1 0 U- L18 DOOR 2'-8" X 6 -811 INSULATED Lu AUN -1 2 2015 Ln - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY 0� aLU INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE. `�TOP OF RIDGE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH LOUVER A\I ELEVATION. 12 "CORAL-LIGHT" OR EQUAL PRE-FINISHED SHANNON M.'VANCLEAVE,AIA 10 AR 97080 ............ 12 FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. ......................... U.N.O. 12 C) 1-011 En ce Z U0 Lu TOP OF HEEL DORMER u, y = W/ UJ 0� i- P UP mit— — - - — - - — - - — - - ONLY (A Lu Q 0. m TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST = ca Lu _J INTO THE UNDERSIDE OF THE OPENING. _j in ui 3 11:1 El 0- 3r 0 METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO o . Z J� 12 __j uj < 5.2.8 7 BE FAUX WROUGHT IRON ALUMINUM. 0 LU cn 1 > IS <4 Lu In - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY 5.2.8 U Lu MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. 0 0 2 17-4 SECOND 5.2.8 THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE L ce Ln FIN. FLR. T P OF HEEL u > SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN i uj TOP OF PLATE 0 > 0 TOP ca" OF HEEL WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND U ki tL co t\ APPROVED RRIOR TO INSTALLATION. (n 0 Lu < 8 10 I I LIGHT' S WITH TOLL BROTHERS P.M. k z ;2 Ly 5.2.8 -------T_ 1 5.2.8 rl Lu 0 a- Ln ce 0 CD r__ 01 c:I C:l 0- (n ADDITIONAL ELEVATION NOTES: 0 L%4 4" CEMENTITUOUS Bo UJ < CORNER TRIM 8 W fI 111— 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL C r (TYP.) CD 00 C) 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS Lu u_ -1 c f-I F FIN. FL, ce FIN. L. - ALL GABLE 41 1 1 � 3 END TRUSSES TO BE MANUFACTURED WITH AN P 0 u_ \A . ADDITIONAL 1/2" DROP ui ce u < wo u) DRAWN BY Lu TYP. < m: w w Lj w Lcua D. KRAMER V�o 0 FRONT ELEVATION CHECKED BY w �Q < SCALE: 1/4"= V-0" COASTAL Lu Lu S. VANCLEAVE CALE Lu on < 22X34 = SCALE AS NOTED j 0 -_Jj lIX17 = 1/2 NOTED SCALE U- uj (n En SHEET DATE 3-10-15 d 0 ad Ln b ('12 Ll 0- 0 ce 2.21 SHEET REVISION INFO 0 ROOFING PER Lu ,-4 1 Al RFI #107269 DK 4-23-15 CONTRACT, TYP. ROOFING PER 0 Ln Lu cn CONTRACT, TYP. �DORMER RFI#107404 DK 4-23-15 ONLY — - - — - - TOP OF PLATE @ DORMER < cn — - - — - - — - - — - - — - - — - - -19-15 Lu RFI#108401 SF 5 cm Lu -i Z4-\RFI#110095 SF 5-19-15 Lu < on U.J F_ SET REVISION INFO 0 Ln _j LU 3: Ln Lu U) 12 jx_ ce :5 (A >_ 7 < a- co w Lu > �21 0 rn I=- Luu -J, LU Z SHEET DESCRIPTION Lu Ln TOP OF HEEL TOP OF HEEL — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - - — - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - -—- - — - - — - - — - - — - - — - - — - - — - - — - - — -- -— - - — - - — --- — - =p DULATTE 47, FRONT AND SIDE (n ui n 0 �Tapmp= i-e (D Lu 0 jE bd p w Go ....................111.111,111, .......... .. .... 0 < LL, o ........... -------- ui Ln ........................................................................................ 5.2.8 . ....................... ......................... uj 2 _j 8 (n _1 :� .1......- Lu Ln < I ;m = = i - - 4 LU CD — rl 1 5.2.8 111111�11111_I__ I 0 in C) ll� [ PROJECT NAME Lu CD m, wV�Ln 4 __,I I 1 .1 1 1 11 1 1.1.1111.11..... 1.11.111 ............. ....... ........ ........ CD ...................... ....... ........ ....... ...... .............. ce < (9 CEMENTITUOUS oa I ATLANTIC BEACH L 0 Lu CORNER TRIM .. ........ ...... ........ CD .............. .............. ....... uj HERITAGE u L=U 5.2.8 Lu F- -------- ——-------- -----------— ------- ------ DUVAL COUNTY inu- U) ........... ...... ........ ............ . ... ..................................... ............... ............................... . .......................... ......................................... ................... ..... M 0 Lu ------- FIN. FL. LOT/BLOCK 0093 Ln F% o (,n TBI NUMBER 0093 E o b MODEL Ln u.J (n PRIVACY WALL - Lu SLOPE TOP TO ANASTASIA PTYP. DRAIN uj Lu L U_ Z z Lou 0 Lu m �o Ln FOUND ON SHEET A5.2.82. b 0 Lu Lu A5m82 U— I.- --1 0 p u- ASPHALT SHINGLE ROOF SYSTEM < Lu �ERIAL NUMBER 1010.1 TO RIE BEV OF W MOKEOGE,THE DESIGN DEPR7RD ON RIS ORAWING COMPUES k0UTH THE AWWLE MINMUN WRDING ME IN EFFEI7 A$OF DATE OF C�TION Ln u 40 JUN 1 2 2015 c:1 r4 ui PX ----------------------7---------------------------------------------------------------------------------- 0 UVER ---------------------- ca 12 10 00 12 SHANNON'M.VANCLEAVE,AIA ............. AR 97080 12 m LL- 3 ri r4 HEEL HEIGHT I rn I Iml I I I I I -NA oeop, lk TOP OF'PLATE @ DORMER L L r-------------------------------------I V) ru 0 1 X 3 BOARD AND Lu joe I— UJ BATTEN SIDING ---------- - ----------j ROOFING PER & co ........... CONTRACT, TYP. 3 2b U- 5.2.8 __4 Lu �4 L-------------------- ............. 2 m Lu r1l LU Ca 5.2.8 1 > lq�l�2.1 Lu ............. Lu oom TOP OF HEEL SECOND FIN. FLR. P OF HEEL Ak s _P 3: 0 L hl wi ce fn bo >- Lu z 1 0 — -- - 0 aj 0 r9 � I . 11 L' - 11 > V-41,TYP. 0.H. Lu u ��21 LU 4 CEMENTITUOUS CORNER TRIM z W Lu CD 00 1 1 c:l C> (TYP.) <4 Lu 0 L------------------------ ----------------------------------------------------------------- bo I . .. . .. ........................... 00 :g ............. e4 ;�4 -e ru w r4 R .......................... ......................... ........... 0 \��2�.8 *A4 uj Z uj / " .............. ............................ ROOF SLOPE PLAN SLOPE: 7:12 U.N.O. ce FIN. FL. SCALE: 1/8"= V-0" 6 0 6� FIN. FL. k r� COASTAL Lu u- _j V 'o-, 0�� Q� Q�* M __j co 7 7 ROOF VENT CALCULATION : 90 ce : o uj C) O. .-j P. 3,725 sg. ft. CEILING AREA 24.83 sq. ft. (REQUIRED) ui 0 (n 150 w u Ec 0 (n DRAWN BY < REAR ELEVATION d Lu U- D. KRAMER SCALE: 1/4"= V-0" COASTAL PROVIDE RIDGE VENTS, TOLL,BROTHERS P.M. TO VERIFY LOCATIONS 0 CHECKED BY Lu S. VANCLEAVE ui SCALE Z uj 22X34 = SCALE AS NOTED j 0 ---JJ lIX17 = 1/2 NOTED SCALE LL. Lu U) in 0 UW) SHEET DATE d 0 w b 3-10-15 SHEET REVISION INFO Q RFI #107269 DK 4-23-15 uj ca u (n RFI#107404 DK 4-23-15 LU Ln ROOFING PER CONTRACT, TYP. < Ln "2.1 ARFI#108401 SF 5-19-15 Lu = 3:: ca Lu /4\RNAl 10095 SF 5-19-15 Lu < — - - — - - — - - — - - TOP OF HEEL Lu Ln ul — - - — - - — - - — - - — - - — - - — - - — - - - — - — - - — - - — - - Top DmAx SET REVISION INFO b Ln —3 uj m < Lu u w co W ce Lu z 0 > 3: cn 0 0 IM- LUU :L3,= (-�1'4' TYP. GABLE ENJ)-- LU M ui Ln F SHEET DESCRIPTION En uj a M !E! 0 Lu 0 1 Lil REAR AND SIDE F- Lu C>- a ELEVATIONS AND 0 < U-1 0 Lu -> u I I - — SECOND FIN. FLR. U) < ',7 OF' ROOF SLOPE PLAN TOP HEEL TOP OF HEEL .................... ...... .............. ...... ......... ...... ....... _0 -mut bo ui in --ii 2<-� uj < cn ............... ------------------ T_77 'M- ..............ML 'M ........ Lnu um) = ............. PROJECT NAME Lu 0 0 Lu ...... .............. ......... ....... ............ ........ ...... ....... Lu 4 L) ............................ CEMENTITUOUS F_ CD ..................................... ................................................. .......... => im y -I .,- - -_............. ................ ............. ...... ...... ............. ....... ....... C) CORNER TRIM Ln yj —3d--Aa__ cn DUVAL COUNTY u- (n -1 [_ (Typ.) :m 0 Lu rN — r4 = 0 ............. .......... ........ ....... ...... ................................. ...... ...... ........ ...... J'....................... LOT/BLOCK 0093 �5.2.8� 0 2M TBINUMBER 0093 ------------------ ----------- ................ ............................. ............. ...... ......... ...... ...... ............. ....... E 0- U) 0 ........... ...... .......... m MODEL C, IN. FL. — FIN. FL. - - - ui �4 r m < v— Lu ANASTASIA ui T-i x Lu 03 W ELEVATION NAME LU u- Ln LEFT ELEVATION ,-i a Lu ro CD g 0- a SCALE: 1/4"= V-0" COASTAL Lu Ln �2 uj P. 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Al RFI #107269 DK 4 ........... &RFI#107404 DK 4-23-15 —------------- ------------------------ Lu (n U) 0 (D En ui Lu i TWO-CAR Lu In z uj SET REVISION INFO u Ln En GARAGE 0 (n _j LU Lu m MASTER BATH co _k� BEDROOM 2 Q ce ui Zp BEDROOM 3 Ln 0 C) RETREAT I— Lu Lu cn SHEET DESCRIPTION W.1.C. ui Ln (n ul in ............ Lu 0 Lu FIRST FLOOR J.............. ................. 0 < LU 0 DIFFUSER LAYOUT Lu Lu _j z (n M Lu (n LU PROJECT NAME Lu w cn V; < L9 z -------------- 0 Lu Lu ATLANTIC BEACH FIRST FLOOR DIFFUSER LAYOUT HERITAGE Lu SCALE: 1/4"= V-0" COASTAL nLu= Lu LL- (n DUVAL COUNTY 0 0 Lu 0 Lu LOT/BLOCK 0093 = U- 0 cn .m i TBINUMBER 0093 CL Ln 0 E n 0�- p i cl. z Lu MODEL < Lu ANASTASIA Ln Lu m Lu Lu u- ELEVATION NAME � Lu U- Ln u Lu 0 Q_ Co fn cq H� COASTAL LU U rlJ F- L) 0 ZE < W) Lcuo SHEET NUMBER Lu m 10 TH ---------- m FOR REFERENCE ONLY M 18 2 0 U- u 0 r-DIAL NUMBER 1010.1 ��E�OFWWWWXI�BMSM Dffi=ffi�S DMWING COMB��AP�MlINUM WIMNG DIFFUSER LEGEND MEM��OFQ5MOFC��UON�. 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Lu u) W.I.0 0 C) SHEET DATE BATH 3 d 0 -10-15 3 Lu SHEET REVISION INFO OW ow c) -23-15 RFI #107269 DK 4 LU Ca U RFI#107404 DK 4-23-15 ui En ur) (D RFI#108401 SF 5-19-15 Lu ca to ui &RFI#110095 SF 5-19-15 Lu < Lu SET REVISION INFO Ln Ln o V) uj LOF7 BONUS ROOM m Df)f)M A Lu ce cn < 13. Inc: ce Lu — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — C) > — — — — — — — — — — — — — — - w SHEET DESCRIPTION U=) LU ;Z Lu Ln Lu ui 0 Luu SECOND FLOOR .............. ............ ...... L- - — — — — — — — —— — — — — — — — — — — — — — -------- —— — ———— ——————— —— ——— in Lu 0 _ 7 F— — — — — — — — — —— — — — DIFFUSER LAYOUT u.j u Lu V) _j LLJ En < LU 3= PROJECT NAME C) U, ATLANTIC BEACH ce w 5 Lu HERITAGE Lu L L=U U) UJ DUVAL COUNTY u- (n C) ui 0 LOT/BLOCK 0093 uj w z U- 0 SO TBI NUMBER 0093 E Z5 m In b MODEL 2= LU Ln < (n 2 ANASTASIA �_ 0. 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(EYEBALL) FIXTURE _j SINGLE FLOOD - WALL MOUNTED Lu cd A J:L4 -111- DOUBLE FLOOD - WALL MOUNTED Lu Ej E-, � 0 LU j> C) 0 u SINGLE FLOOD - SOFFIT MOUNTED Lu u oo = DOUBLE FLOOD - SOFFIT MOUNTED E HANGING / PENDANT - CEILING HUNG !9 (n INCANDESCENT FIXTURE - CEILING MOUNTED Zj Lu 0 0 > 0 INCANDESCENT FIXTURE - WALL MOUNTED En RECESSED HIGH HAT Lu I-- m 2 FT UNDER CABINET FLUOR. FIXTURE L< ct p u 3 FT UNDER CABINET FLUOR. FIXTURE ce Lu u En zc- UJ 0 Ln �-�4 FT UNDER CABINET FLUOR. FIXTURE Lce Coe 0 U u STRIP LIGHT 3: :0:) (2 P4 i =1 12x24 FLUOR. FIXTURE mu L 1206 FLUOR. FIXTURE 12x48 FLUOR. FIXTURE Lu U- --i 4� 2� -j sm C) < 2448 FLUOR. FIXTURE r4 EXHAUST FAN 0 Lu EXHAUST FAN W/ LIGHT 0 a- —i : F�O u cc: ER ui 0 (n IN w u Mr M. < 0 a- ELECTRIC CO. METER n o cn GAS CO. METER DRAWN BY x L.2 ce D. KRAMER Lj r- Lcuo SD/Co SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR CHECKED BY 0 @ SMOKE DETECTOR (n Lu W S. 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SMART BOX, 0 3: (n 0 COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) !i Luu U=) Lu = F—iNT-] INTERCOM SHEET DESCRIPTION X: Lu Ln ui 0 Lu 0 ELECTRICAL u Lu ce in w 0- SCHEDULES 0 < Lu o FOR REFERENCE ONLY ui -> u AND NOTES Lu Ln LU 0 PROJECT NAME Lu ce V�(n V; ce ATLANTIC BEACH 0 Lu Lu HERITAGE I-- U m in Lu Lu DUVAL COUNTY 0 u- Ln 0 ui 0 w LOT/BLOCK 0093 u- 0 4 TBINUMBER 0093 Eof cn 25 Ln 15 cz:, MODEL uj Ln < in cn Ln LU ANASTASIA 4;6 ui uj Ln Lu u- z-- ELEVATION NAME Lu u CD M Lu Lo u LLJ Lu ALL FIE Lj r- 0 Lw') mLu SHEET NUMBER Lu cn U) Lu tz Lu en w LLJ -j C> u- < u 0 _j PERIAL NUMBER 1010.1 TO THE BEV Of MY KNOINMSE,THE DEMON DEFY=ON�S DRAMNG�FM BOTH THE APPLI(ME MINNUM EARLDING CODE IN 6�M Of CATE OF CEPONFRATION B�. Lj JUN 1 z 2015 V-4 = c� TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING LU 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD F SHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER RESISTIVE BARRIER & SARY IN CORNERS RESISTIVE RESISTIVE BARRIER & INSTRU rIONS: NECES k7 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE OR SHANNON M. VANCLEAVE,AIA HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, :OLD UP &TEMPORARILY AR 97080 SECU �E WEATHER RESISTIVE WEATHER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARR ER ABOVE HEADER TO EXTERIOR BARRIER ALLOW FOR FLASHING RESISTIVE SHEATHING U- INSTALLATION BARRIER 611 NOTE: CLEAN OFF 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD WEATHER T PE SILL PAN ANY DEBRIS = R 5 FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RESISTIVE 2. INSTALL HEAD FLASHING UNDE BEFORE APPLYING 2 BARRIER WEATHER RESISTIVE BARRIER ANY SEALANTS. fn ru ..... ... (ASSEMBLED 0 ............. -n co .. ................. -n Lu 3. FOLD WEATHER RESISTIVE WINDOW ) Ln Lu 0 . ...... SILL PAN =D ck. cc BARRIER BACK OVER HEAD 2 U) En ca FLASHING AND SEAL WITH TAPE ........... .... -N LIQUID APPLIED Lu _j 2 .......... FLASHING ...... G) EMBRANE MIN. 911 W D _.L. LIQUID APPLIED Lu DO NOT FLASH r-FpgH=j—NC OVER BOTTOM MEMBRANE ...... CORNER LU Co ... NAILING FLANGE L) ajo PATCH 0 CIS Lu ......- Ob CONTINUOUS BITUMINOUS EAL WI NOTES: FLASHING FULLY ADHERE TO NSTALLAT .. .......... 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE WOOD SUBSTRATE OVER LAP 0 :5% 0 .......... (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 > ADJACENT BLOCK MIN. 6 _j uj 0 En 0 > 0 FLASHING FLASHING 0 2. RE ACIVE WEATHER RESISTIVE BARRIER FROM TOP OF Ln WIN DOW SILL PLATE. PRE-CAST SILL LU ...... ........ ...... NOTES: NSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. Lu 0 Ind Lu 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) u w ;Fc CONFORMING TO AAMA 711-07 L4N.STALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED Lu Ln RRIER TO FORM WATER SHEDDING LAP PER AAMA 100-07 I A B S. Im 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS ....... En �pw >= Lzu 3. MECHANICALLY FASTEN AS NECESSARY .............. C ��4ce . LLj LIL. _J TYPICAL WINDOW FLASHING DETAIL _j mo < (E;-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL- (E� -�2 (EXT-2) (EXT-1) �D�3 N.T.S. ��D�3 N.T.S. OPTION -A TUCCO RAKE JOINT AT WINDOW LIQUID APPLIED 0 �i MEMBRANE 0- co IOR PERIMETER CAULKING end Lu p En ice u 0 C < Cie a FLASHING W 0 BE SECURED DIRE LY DRAWN BY Q 0 th 6" TOT CTURE AS DESCRI ED M. STRICKLAND Lcue CONT. DRIP EDGE ONP 'ROVAL w CANT STRIP ACROSS DOOR HEAD In CHECKED BY 0 ......... ..... ..... TO DIVERT RAIN WALL PER PLAN WALL PER PLAN FLASHING DETAIL �Om I SILL PLATE 0. SWAFFORD �2 �Q < RED uj Lu r rEXT-3� AT ARCH WINDOW FRAMING SCALE RAIN DRIP (EXT-3) 0 Lu NT.S. 22 X 34 SCALE AS NOTED SEE NOTE #2 D3 < > EXTERIOR REGLET lIX17 = 1/2 NOTED SCALE --i 0 DOOR W < Lu LA WALL SHEATHING EXTERIOR P.T. WOOD BUCK SET IN SHEET DATE u_ in — o 0 n WITH WEATHER WINDOW ce CONTINUOUS BEAD OF d 0 RESISTIVE BARRIER INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED N OFF ON PRODUCT APPROVAL SHEET REVISION INFO 0 NOTES, NOTE: DRYWALL' S " ce 0 0 1. FLA�HING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) PLYING >_ 0 LU :CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR NTS. NOTE: p Ln DOORS THAT HAVE NO IMMEDIATE OVERHANGS Lu = U) v) 0 0 2. INSTALL SILL FLASHING AS SHOWN ABOVE WINDOW BUCKS A CAULKED z ABOVE THEM AND DOORS THAT HAVE A SECOND r < STORY WALL ABOVE THEM. TO WALL & WIN MES CAULKED Lu m 3:: R PERIMETER on W 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS AT INTERIOR IOR _j m: _j SET REVISION INFO Ld < �c 0 Lu 3: (A NG AT EXTERIOR DOOR , EXTERIOR WINDOW PICAL WINDOW 0 w =� WATERPROOR T �2 :5 tun I>- DETAI JAMB SEALANT DETAIL W CO EXTERIOR OPENING OR BEAM HEAD DRIP DETAIL HEAD DRIP -8 CL (E 5 W Lu ;m 4 0 8 3: D3 N.T.S. (EXT-6) N.T.S. (E D3 N.T.S. (EXT-8) N.T.S. (EXT-5) LIQUID APP IED 3: (n 0 IMEMBRANE IN. SHEET DESCRIPTION g I=- Luu 4 9" WIDE Lu = STANDARD N: ui En m ui n Lu 0 u NOTES & DETAILS uwi Sk W AT Be 0- LIQUID APPLIED INSTAL In < U-j MEMBRANE Lu - > u ul In z O. COURSE STUCCO ON 8" CONC BLOCK WALL Lu 1) #5 CONT PROJECT NAME U) 2 < SLOPE W/ #5,IV GROUT FILLED CELL W/ M <1 c=n MIN. 30 OVERLAP. ALTERNATE DRILL & EPDXY #4 @ 181, O.C. 1:tw 0 & BEND DOWN INTO STAIR. Lu HOOK BAR DIRECTION (SEE CHART w Ln in FOR SPACING) ---------- WALL PER PLA 0� < (D — CONC. STAIRS PRE-CAST SILL 0 Lu —11 SECONDARY POU 0 �; A SITE WALL S LE 12 0 . 1 I HEIGHT FOUNDAILUN INF. DOWEL A- O.C. fn Lu I LS BEND < SIZE (W SPACING U'j �r i, .1 :'11. ., LOT/BLOCK 8" CMU STEMWALL w/ 0 STAIRS. 0 E L=u i�: W-O" to 4'-0 2'-0 (3) #5's C #5 VERT. HOOKED INTO ONT. 56 O.C. TBINUMBER T9 0 4 C -41" (4) #5's CO Iq n = C., p J, ill to 61-011 NT. 48 O.C. FOOTING @ 40" D.C. co I BEND #51 2'-0" INTO SLAB V-0" MIN. MODEL cl. . cn 0 I"gr m b 20E 0 ii (TYP.) — STEP OR :4 x 11-411 1(4) #5's CONT 32 0 c 614 x5" METAL FLASHING 0 Lu W) < GRADE w/TAR BETWEEN CONTINUOUS < NN : . . . . . 11-1 . - ALL 0 m �g GRADE FLASHING AND SHINGLES FLASHING — T7 12 ce Ui * = 0- 2: -ITR-nT RUN KICKOUT Lu In — >- FLASHING 611 PAST APPLIED ELEVATION NAME c) m: Lu MEMBRANE 03 EDGE OF ROOF PER PLAN 0 Lu L� 4 4 ALL L) 0 Lu 0 PAVERS AT ----- PLAN VIEW 2E Lou AREAS, TYP. E INSTALL E .0<' Lu EXTEND IT F, L3 cu A 9 I"I L3 �cu ILE L STAIRS & PROVIDE FE SEE CHART FOR ID�FFTS T� > m 0 T 0 rDETAIL FND-38 #4@ 18" O.C. E.W. m z FOOTING SIZE A SHEET NUMBER Lcua OINFORCEMEN INFO AL ROOF TO >. TYPICAL CMU SHING DET =3 15 2: VACY WALL (STEM -10 STAIRS ON GRADE ALL FLA (E T�-4 WINDOW FLASHING DETAIL Lu Ca uj (E��-q PRI D3 = _j u (EXT-10) (EXT-11 D3 (EXT-4) ell _j 0 _3 � �D�3 SCALE: 3/4" 1'-0" (EXT-9) D3 SCALE: 3/4 T.S. j _,) N.T.S. PERIAL NUMBER 1009 _j U- < Ou p 0 ROOFING PER CONTRACT ON (2) TO�M�OF W�NMGE,THE DMGN OE�ON DRAWNG�MU WH THE MMMU MIMMUM WOOING Ln LAYERS OF 7/16" SHEATHING COOEIN�M z c:> (CONTRACTOR TO PROVIDE PRODUCT dUN 1Z2015 C-i Ln le APPROVAL FOR ROOFING SYSTEM) SEE PLA 0! @j uJ 2 X 6 W/ 2" DIA. ROUND VENT @ co -1 241, O.C. -i 0 u METAL DRIP EDGE' 9 W\OAkLEAVE,AIA L-----------—i CARIBBEAN CLASSIC COASTAL SHINGLE IX4 FASCIA ''AR97080 = LL- . 0 UILING INSULATION o (SEE ENERGY CALCS.) 4f v; �Q SOFFIT LEGEND N.T.S. 2X6 RAFTER TAIL Is Ln UJ @ 241, O.C.. 1/2" RIGID GYPSUM BOARD :E = i DBL. 2x SYP. WD. tx Lcue 3/8'� CEMENTITIOUS =D 0- TOP PLATE CIO cm SOFFI 0 UJ _J 2x SYP. #2 WD. STUDS -4 FINISH MATERIAL �4 PER ELEVATRION @ 16" O.C., TYP. cd Luu- b -i 93- WALL INSULATION �4 E_ -It I I ui 0 U in � 2x SYP. #2 WD. HEADER u uj -SEE SCHEDULE 0 = 1z z 3: 0 Lu BACKER ROD SCHEDULED WINDOW to > 13� (n AND SEALANT (SEE FLOOR PLAN) .i Lu Z 0 0 ",_�WINDOW A17ACHMENT 5/4" SILL COMPLIANT W/ FBC-R 2x SYP. #2 WD. STUDS @ Lu < 1 X 6 APRON I— = 16" O.C., TYP. < Lu EXTERIOR STRUCTURAL z ed Lu Z �4 9� U (n < SHEATHING AS REQUIRED WALL INSULATION Lu ,, 2 cn BY FRAMING DETAILS 2;� (SEE ENERGY CALCS) Lu ce 3: R cn WATER RESISTANT BARRIER Lz, (2 LAYERS REQUIRED) CONNECT WALL PER POLYETHYLENE HOUSE WRAP FRAMING DETAILS ce OR APPROVED EQUAL SYSTEM Q Lu U_ _J ISHED BASE MOULDING _j FIN = < 2x SILL PLATE 3/4" GYPCRETE (OPTIONAL) u 2x RIBBON FASTENED TOP OF R TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR 2 TRUSS ENGINEERING TR u ce SS gk Lu 0 En N, ca� u Z ROOFING PER CONTRACT ON (2) x < 0� 0 0 o cn LAYERS OF 7/16" SHEATHING , u DRAWN BY z 2: L 22 (CONTRACTOR TO PROVIDE PRODUCT Lcuo APPROVAL FOR ROOFING SYSTEM) SEE PLAN D. KRAMER WAINSCOT/TRANSITION CHECKED BY 2 X 6 W/ 2" DIA. Lu 2x RIBBON FASTENED BATT INSULATION S. VANCLEAVE Lu ROUND VENT @ a_ 2411 O.C. TO FLOOR TRUSSES REQUIRED OVER GARAGE >- SCALE PER TRUSS ENGINEER (SEE ENERGY CALCS) ' — 0� Z Lu > METAL-DRIP 22 X 34 SCALE AS NOTED 0 EDGE DBL. 2x-SYP.'WD. TOP PLATE 1/2" RIGID GYPSUM BOARD lIX17 1/2 NOTED SCALE U- Lu (n -1X4 FASCIA U) PRE-ENGINEERED WOOD FLOOR. , 0 0 Lene TRUSSES (VERIFY W/ TRUSS SHEET DATE 2X6 RAFTER TAIL 1/2" GYPSUM SHEET REVISION INFO d o CEILING INSULATION ENGINEER FOR TRUSS LAYOUT) be 4 b Lu (SEE ENERGY CALCS.) 0 ce O.C. cr-, o @ 24 1/2" RIGID GYPSUM BOARD a- >_ 0 WALLBOARD ON STUDS LU Ca U W/ WALL INSULATION 3/811 CEMENTITIOUS DBL. 2x SYP. WD. Ln TOP PLATE 1 X 6 HEAD TRIM (SEE ENERGY CALCS) Lu 0 V) SOFFIT V) 0 (D 2x SYP. #2 WD. STUDS in TERIAL Lu m FINISH MA @ 16" 0 C., TYP. co Lu 2>0 -i X: PER ELEVATION HEADER , SEE FRAMING � WALL INSULATION Lu < PLAN FOR SIZE AND DEPTH Z = 0 Lu 1 X 6 HEAD TRIM_ (SEE ENERGY CALCS.) SET REVISION INFO ?-� Ln Lu (n C> (n _j LU Lu m < 2x SYP. #2 WD. HEADER ce :5 tun -SEE SCHEDULE < 91- ce co (D ce Lu > BACKER ROD SCHEDULED WINDOW BACKER ROD 3: En 0 AND SEALANT (SEE FLOOR PLAN) AND SEALANT SCHEDULED WINDOW 9 'm- Emn (SEE FLOOR PLAN) in �� Lzu Ln WINDOW ATTACHMENT WINDOW ATTACHMENT SHEET DESCRIPTION fn Lu 0 z 5/4" SILL COMPLIANT WITH FBC-R 5/4" SILL COMPLIANT WITH FBC-R (D Lu 0 z 1/2" GYPSUM BOARD ON 1 X 6 APRON 1/2" GYPSUM BOARD ON 1 X 6 APRON STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION STANDARD ca w EXTERIOR SHEATHING TO EXTERIOR SHEATHING TO 0 < LU C) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) NOTES & DETAILS Lu -> u It I rn < OF THE FOUNDATION, 1/4 z 2x SYP. #2 WD. STUDS OF THE FOUNDATION' 1/4" 2x SYP. #2 WD. STUDS GAP BETWEEN FOUNDATION @ 16" O.C., TYP. GAP BETWEEN Fo ATION @ 16" O.C., TYP. Lu 2 (n _j < U.J (n < U) AND SHEATHING AND SHEATHING ce 1P = = 2x P.T. SILL PLATE 2x P.T. SILL PLATE PROJECT NAME a- �tv) 0 [12 U., WATER RESISTANT BARRIER WATER RESISTANT BARRIER ice tn (n (2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION (2 LAYERS REQ I UIRED) CONNECT WALL TO FOUNDATION ce ;z z PER FRAMING DETAILS PER FRAMING DETAILS 0 Lu POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP in OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE Lu �- u SHIELD UNDER SILL PLATE _ISHTFL UNDER SILL PLATE kc =D FLASHING FLASHING 2 Ln Lu FINISHED BASE MOULDING FINISHED BASE MOULDING R I _jjkMAIN FIN. F /-6 MAIN FIN. FL60R in tj (n 111prc — - 1, - _ z ui __111FE[E_V@ -01-011 LEV @ 01_011 ,� LOT/BLOCK = 0 Lmjj W I , I . - "I I I A 4� �'A u- Z C) 2-W m 0 (=n P I TBINUMBER Tj I a- . Ln 0 b 1=1 I -I Ilk JE::l I :Ej 4" CONC E M LU < 4" CONC SLAB W/ SLAB W/ MODEL < �2 VAPOR BARRIER VAPOR BARRIER Lu m ALL Ln M: LU z REFER TO STRUCTURAL Lu � < DRAWINGS FOR DRAVVINGS FOR co u- Z ELEVATION NAME Lu LL- REFER TO STRUCTURAL Lu Lu COARSE CO COARSE COUNT & u UNT & Ln F OTING SIZE FOOTING SIZE C14 < Lu N: !LHL PROVIDED BY COASTAL (PROVIDED BY ;7FFF OTHERS) F: o r- OTHERS) CL LMLJ SHEET NUMBER < z Lu C) EXTERIOR WALL U- ca Lu TWO—STORY WALL SECTION m u SECTION WITH WINDOW 2 D 7 _j 0 0 LL. D7 ) SCALE: 3/4 1 -0. LL, It DRYER VENT (TYPICAL) MIRROR=VANITY -5 FROM INSIDE CORNER END OFF BACK SPLASH GAS PIPE (TYPICAL) (�LU FOR GAS DRYER ONLY co cc: Ln 0 �:e DRYER VENT (TYPICAL) SHAN",M. VANCLEAVE,AIA 8 COUNTERTOPS 20 2 U AR 97080 = J�c Ce 36" HIGH X ce . 9, GAS PIPE (TYPICAL) Lu FOR GAS DRYER ONLY (VANITY-5") MIRROR t7j 8 2m U- OUTLET BOX U) 1/4" MIRROR DRYER VENT BOX- ------ ATTACH PER MFR. 0 _Eit __:::i INSTRUCTIONS a M CENTER SIDEWAYS 0 tI IN BACKSPLASH 1/2" RECESS En DRYER VENT BOX (n FOR MIRROR ATTACH PER MFR. Fri Fri 0 5� Irl Lu O� El 1:1[1 INSTRUCTIONS (A UJ 0 -1 = 2X4 HALF WALL r" YORKTOWTN P.T.,SILL PLATE P.T. SILL PLATE m c:) (IF SLAB ON GRADE)l (IF SLAB ON GRADE) 0 UJ _j ro TRIM MM MIRROR CIS uLu_ CABINET 0- VANITY MIRROR IN STALLATION INSTRUCTIONS: Lu < WITH PEDESTAL LU = Ca 4 F- C) 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. u w ONO ui 0 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: n = E CORNERS.) 1. DRYER VENT BOX HAVE "KNOCK OUTS" FOR TOP, < COR�ER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSID BoTrom, OR REAR VENT LOCATIONS. 0 3: 0 NOTE: BRACKETS REQUIRED IF �! Q� V) 3. UFON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED -i Lu = COUNTERTOP CANTILEVERS MORE THAN 10 PERIMETER. WOOD TRIM SHOULD BE, 2. DRYER VENT AND IPE SIZES AND MAXIMUM 0 ?u 0 BEFOkE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT LENGTHS PER MANUFIACSTUPRER'S SPECIFICATIONS. 910 0 4 1 "' 4/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. �A a 0 2 44 �7, D uj �- = t5 MASTER BATH MIRROR WOOD TRIM DETAIL (iw�_3 RYER VENT BOX FOR DRYER ONLY < �1: INT-1 , KITCHEN HALF WALL DETAIL ui m (INT-3) r ce uj = 4 1 11 (INT-1) SCALE: 1/2" l'-O" (INT-1) 8 SCALE: 1/2" = 1'-0" 0 U V) < D8 SCALE: 1/211 1 -0 Lu , 2 U) Lu TILE OR STONE ON 1/2 COMPARE MANUFACTURER'S HARDI BACKER BOARD Lu Lu OVER 3/4" EXT. PLYWOOD DIM OF TUB & < X: ON 2X4 FRAMING. PUMP LOCATION ce TOLL APPROVED TILE BACKER (REFER Lu U- TO CONTRACT SPECIFICATIONS) 2�_ < C) 0 w 0 WALL TILE VARIES SEE PLANS �2 5 u- REFER TO FLOOR PLAN, a>- o LU 0 0. -1 ce ca VARIES BY MODEL I ROW OF TILE 2X BLOCKING BETWEEN Lu ce 8 on STUDS (3 WALLS) 2X4 @ 16" O.C. < wo DRAWN BY 1 _j �rl Lu CORNER SHELF. M. STRICKLAND VINYL LINER (3 WALLS) ED 5" < uwj w (1) CERAMIC CORNER d w Lcua UP WALLS ce 0 2X4 LEDGER CHECKED BY o 2: SHELF AT 48" A.F.F. 0 FLOOR TILE 0. SWAFFORD 0 z 100% SILICONE BETWEEN u_ rl ILE BACKER ED DROP IN TUB X uj �2 0 x X SCALE ui F_ cli Lu ce 2" SHOWER DRAIN 2X4 CRIPPLES 22 X 34 SCALE AS NOTED u_ + ui LL: M Lu Lu ------ ce < > ......l4k, 11X17 = 1/2 NOTED SCALE co 0 _-Jj -2X4 THRE Ffflrnt__m� SUPPORT UNDER En Lu WHEN IN CONTACT TUB AS REQ. BY SHEET DATE C> THRESHOLD �l -i WALL TILE W/ CONC. �FANUFACTURER'S. TILE AT DOOR 2X4 TO BE P.T. Ui m 0 bu� 4 b SHEET REVISION INFO L 0- 09 ADJUSTABLE GAUGE COAT WETBED PLMI 0 I:e SHOWER DRAIN ow 0 ERSETINSEALANT@ -iE (j�j) DROP IN TUB DETAIL >- 0 E OVER ROOFING FELT if I umj c a u 2" SHOWER DRAIN D8 ) SCALE: 3/4 1 -0 (FR-33) NOTE: OT 0 Lu U) C m 3/4" X 9" RADIUS MARBLE SHELVES Wl EXACT SIZE ANDSHAPE VAIRES BY MODEL AS SHOWER ELEVATION X 6 m WELL AS PLUMBING ACCESORIES. REFER TO Ln USED IN LIEU OF CERAMIC WHEN MARBLE/ C IT, Lu ca z 3: ARBLE TILE OPTIONS ARE SELECTED. EAWRCHITECTURAL PLANS BY MODEL. Lu ::Jj SET REVISION INF Lu < = � uj En rLi U) WEIR & CURB ON FRAMED OR (,�NT_!) STANDARD SHOWER SHELF LOCATION END POST TIED INTO FLOOR Ln -3 Lu INT-4 11 1 (INT-5) JOIST BELOW EXTEND TO Lu = 6 _F_ T-4) �D8 SCALE: 1/2 1 -0 R :5 (A >_ D8 LE: 3/4" 1'-0" < a- ce ca BOTTOM OF FLOOR JOISTS. ci� Lu 0 C>) END POST TO PENETRATE Ln SHEET DESCRIPTION 10- b SUBFLOOR. Lu = STANDARD 2: Lu Ul Lu FACE NAIL END POST TO ui NOTES & DETAILS F Uui BLOCKING. ce L4- 2x BLOCKING BETWEEN LU C) ui FLOOR TRUSS AGAINST �i Emn =< END POST. cLnu < PROJECT NAME Lu CLnu < Ln SUB FLOOR. 1,141 � 0 (3-- = Lu - n 0 w Ln ul (ce 2 m Lu Ilk U-i 0 u u L3: (n Lu r LOT/BLOCK Lu E TBINUMBER C) Ln Ln MODEL 0 2c-, Z uj _I < 'IT < En NAILS(TYP) ALL cn uj FLOOR TRUSS. ELEVATION NAME C> Lu Lu r-4 2: � ui u- z < ALL (D Lu U_ z Lu 0 cu me unj < E ai FE Lj P > 0 SHEETNUMBER z (wn 'm to m Lu C) H A rFR-34 LF WALL TIE-IN DETAIL D8 Lu w 0 LLJ Ca Lu -34) IN 2m —ju D8 ) N.T.S. (FR _j m _1 PERIAL NUMBER 1009 -i u_ L < 8 F? 0 TYPICAL HrAQEff-NA&I1Q ICAL DOUBLE TOP IMNDOW SILL SCHEDULE DESIGN SPECIFICATIONS USP CONNECTORS OL13lX3" TOE NAILS PLATE SPLICE 2XIS, 2x8 (5) NAILS ICAL fOP PLATE NAILING, 4'-0" MIN. SPLICE LENIrTl 0111" 01ROPI MINIMUM END COMPONENTS & CLADDING GARAGE DOOR UPLIFT 2xl 0, 2x12 (7) NAILS FASTE L TOP PLATES wl (16) 0.1310" NAILS -PENING LATES FASTENER EACH END DESIGN CODE- F STENERS FL# CODE 0.13NY END N 9" LVL, 11- LVL (7) NAILS �f 4 4'-4" (1)2X4 SPF #2 (4)12d TOE NAILS 2010 FLORID� BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR TOGETHER,w/ (3) ROWS EVENLY SPACED DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF), 1 CAR +22.9 SYP SPF (2) 0 2x4, 144 LVL, 16" LVL (9) NAILS OF .131 x3 0 19" 0 C STA GO A RD 4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) USP A36 450 450 (9)1 Odxl'/, (3) 0 2x6, 4 8'-4" (3)2x4 SYP #2 (I)A34 + (4)12d TOE NAILS ZONE (PSF) 4'-6- DOOR USP RT7 (5)8d �A. END (4) 0 2x8. S�YP#2 DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 (8'x7') 585 495 SYP#2 DBL. 4'-O'FMIN. -4 12'-0" (3)2X6 SYP #2 (I)A35 + (4)12d TOE NAILS FLOOR - USP RT8A 775 650 (5)10dk1'/," EA. END TYPICAL WALL FRAMING NOTES: AOER�N ROOF 2 CAR ROOF SHEATHING, TOP PLATE PL ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 USP MTW12 1195 860 (7)'Oddl/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS 771-- Lou Pontigo and TOP CHORD LIVE LOAD 20 psf 40 psf DOOR ALL WALL STUDS.. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (1 6'x7') -23.9 USP HTW20 1450 1245 (12)1Odx11/2" EA. END EE 5/SO.O USP MSTA24 1640 1 2x-BLOCKING ONLY ARCHED TRANSOM OPTION' TOP CHORD DEAD LOAD 455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP RAISED 20 psf (TILE SHINGLES) 10 Psf REQUIRED IF SHEARWALL-\ HEADER BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD)D 8 1 Y USP MSTA36 2065 2065 (13)10d EA. END PLATES AND SOLE PLATES. 2X SPF DIAGONAL BLOCKING 420 Osceola Avenue BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTE 1105 '/�"O ROD TO FTG. 3. USE SYP#2 FOR ALL FASTENED w/ 3-0.131"x3" jax. Beach, Florida 32250 THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 DROPPED DEFLECTION CRITERIA: SHALL BE PERM17ED USP JUS28 1305 1305 (6)1 Od TO HEADER HEADERS HEADER EA. END TYPICAL. Ph. 242-0908 Fax. 241-9557 I / SHEATHING MAY EXTEND 2" ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 PAST BLOCKING- WINDOW F L: CA#8344 SC:CA#3579 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL 13E DESIGNED FOR BOTH USP HTT16 4290 4290 5/,"0 ROD TO FTG. 4. ALL WALLS SHALL BE CAR HED A USP HTT22 5370 5370 5/8"0 ROD TO FTG. BALLOON FRAMED FULL -------- T C SOM SYP#2 HEADER, ANCHOR INTO 2x MATERIAL. POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. FASTEN LOWER STUD ORAN WIND LOADING: USP PAU44 2535 '/,"0 ROD w/ (12)16d HEIGHT TO ROOF OR FLOOR S PTION PER PLANS JACK AND LINEAR INTERPOLATION IS PERMISSIBLE. BEARING ELEVATION, U.O.N. % IG ....... ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A PERMANENT TRUSS TO TALLER STUD w/ EE R HT KING STUDS, 0'- -."N) PSF TOP CHORD AND 5 PSF USP PAU66 1:2:5=35 5/8"0 ROD w/ (12)16d PLAN. BRACING BY OTHER 2-ROWS OF 10d COMS----_�' SEE PLAN OR J, MIN. DEAD LOAD CONDITION OF 5 . PLUS = PRESSURE AND MINUS = SUCTION. 0 12" D.C. WINDOW SILL SEE BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 24 1545 .4e........... FIC FLOOR USP MSTAM 1455 (5)/.'x2-t/� TAPCONS 5.) FASTEN BOTTOM PLATE OF � C- OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, AT . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE A� � LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED FOR SILL SIZE AND 0 v RESPONSIBILITY OF THE WINDOW/DOOR MANUIF./SUPPUER & SHALL MEET WALLS TO CONCRETE SLAB AT INTERIOR WALLS AT TWO STORY CONDITIONS, BY 0.75 WHEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS w/lOd MASONRY CUT NAILS C \-TYPICALLY W FULL EL6X-I1AWh& CONNECTION EACH WINDOW SILL SE PROVIDE SOLID BLOCKING 61 END SCHEDULE WITHIN FLOOR SYSTEM AT ALL BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH 48" D.C. MINIMUM. SEE HEIGHT THREADED 0.1131x2i" TOE NAILS: CD a UPLIFT UPPER LEVEL POSTS & JACK 1.00 424- FOUNDATION PLAN ADDTIONALJ RODS 0 6'-0" O,C, (3) 0 2x4, S IMPORTANCE FACTOR -------------- FASTENERS FL# CODE JANCHORS AT SHEARWALLS STUDS a MEAN ROOF HEIGHT ---------------- 20.0 FT CONNECTOR SYP SPF (4) @ 2x6, (5) 0 2xS. �ATE 0 J SDWC15600 SCREW ROOF PITCH ------------------- 7/12 A35 450 450 12-8dxl 10446.4 BLOCKING ONLY REQUIRED SEE El/SOLo H2.5T 600 520 5-8d EA. END 11478.3 INTERIOR AFARI a-W&LLL:- AT SHEARWALLS AND PT. SPF#2 SEE C & C CHART HIS 620 11470.3 STU SOLE PLATE EXPOSURE CATEGORY --------------- C DENOTES EDGE STRIP. CCO FINISH BUILDING CATEGORY ---------------- 530 5-10dxl EA. END SEE PLAN FOR SIUD SIZE 8/0N'AL' ENCLOSURE CLASSIFICATION ------------ENCLOSED - AND D.C. SPACING. I A A Rill 11 A I I A A A �'. 11 J I 1r, 1111"Z1111"Hou"1100 INTERNAL PRESSURE COEFFICIENT ---------- ± .18 ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-106V�* EA. END 10456.3 WALL SHEATHING \-SEE DETAIL I/SOL1 t :% da HTS20 1450 1245 24-10dAl/," EA. END 1387Z3 CONTINUOUS BL)CKING Christopher ) Sabourin PE FOR SPLICING MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR 3YSTEM 16d COMMONS OPTIONS I FL PE#71461 " U MSTA36 2050 1870 13-10d EA. END 13872.8 WHERE POST IS ABOVE. 0 8" o. M'A'X. M-10 SOLE PLATE ANCHQ& a r- WALL FRAMING Al WALL FRAMING AT FLOOR SHEATHING FROM SOLE SEE SCHEDULE SPECIFICATIO+ HARDWARE AND ANCHORS: HTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 8d 0 3" PLATE CHANGE CONDITION RAISED HEADER CONDITION PLATE BREAK OISIONS DATE t -f�a �/. O ROD TO FTG. ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] a LIDER MAY CHOOSE EITHER THE DROPPED ASTM A 307 OR ASTM F 1554 GRADE 3153. BU Cot ITION OR RAISED HEAD Co 1HEADER 4D ER NDITION WALL FRAMING AT 32-16d TO TRUSS/BEAM DROPPED HEADER CONDITION WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE HTT5 5250 4670 11496.2 r------- NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 11-5/s"O ROD TO FTG. TYPICAL WALL FRAMING METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d 10 HEADER EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS, LUS28 930 780 10655.113 Y2%6" SIMPSON TITEN HD RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE 4-10d 10 JOIST m I [ I w/3X3xO.229" WASHER SEE SOLE PLATE ANCHOR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER Q&HOLD DOWN DED ROD SIZE SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU41 0 905 10531.36 L---- --J SCHEDULE FOR SPACING LARGER THAN REBAR SIX AND '/." LARGER THAN THREA OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d 10 JOIST Sol-/ (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL \-SEE 5/S).0 SEE 1/ . I - ABU4.4 2200 %"0 ROD EPDXIED 6" MIN 10849.6 TOP PLATE BUTT JOINT-\ (DUAL CARTRIDGE INSTALLATION ONLY): 2300 5/,"0 ROD EPDXIED 6" MIN 10849.6 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU66 BLOCKING ONLY REQUIRED 2 2' /0"�FIELD A�LTERATIOIN EPDXY. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIESP SIMPSOI� EPDXY-TlE 11506.4 REINFORCING STEEL- SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEE:R ARE SET N/A N/A AT SHEARWALLS AND WALL SHEATHING STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. STUCCO FINISH SEE DETAIL 1/SOL1 IE 0 CONTRACTOR SHALL CONTACT LOU LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST PONTIGO&ASSOCIATES PRIOR TO WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING -RATED SHEATHING, MAKING ANY STRUCTURAL FIELD HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED l-/,-O ROD TO FTG. OPTIONS BOUNDARY 0 SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER I - 1 6. S FROM THE INTENT OF THE ORIGINAL SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT -TSTA1-2 1805 695 10-10d 13872.5 FULL HEIGHT Y2" THREADEC PT. SYPfpz HEATHING CONSTRUCTION DOCUMENTS.ANY MODULUS (E)1.900ksi, BENDING STRESS (Fb) 2600ps! SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY CS16 11705 1705 13-8d 10852.1 SHEATHING EPDXIED 4"w, MAX. MIN. FIELD ALTERNATIONS MADE PRIOR TO I ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. .0 BE WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL BEING APPROVED BY LOU PDNTIGO FOR SPACING EDGE w/ BLOCKING A550CLATES MAY RESULT IN /352L.229" J 0 A CONTINUOUS� GENERAL NOTES a CONSTRUCTION SPECIFICATIONS TO UPPER INTERIOR BEARING SOLE PLATE BREAK WHERE REQUIRED BY-�,� ADDITIONAL ENQIN=NG OR -nTEN HD GENERAL NOTES. INSPECTION TOP PLATE WALLL-$EE SCHEDULE EPDXYANCHOR FOR STUD SIZE ANCHOR OPTION -AND O.C. SPACING. FLOOR SHEATHING SPECIFICATIONS 23/32- T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6- D.C. EDGE & FIELD WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT SOLE PLATE SUPPORTED EDGES,-<zZ- ROOF SHEATHING SPECIFICATION& RAISE )6" FROM 2jjRr,LL- MIN. %6", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" D.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4' D.C. WITHIN 4'-0' OF ROOF EDGE). Bd @ 3"� SEE DE ILS LS BOTTOM OF SOLE ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTES SPACING SPACING SPEC. DEPTH DISTANCE SEE DETAI TITEN HD 7 Z -0" OF ROOF EDGE). /-ON S1.0 ON S1'*0 PLAN AND FASTEN 48* 24" 3x3xO.229"1 4- 2' nLL - MIN. 15/32- 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" D.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING 70 4" D.C. WITHIN 4' ... --- w/Bd 0 3" D.C. EPDXY 48" 24* 3x3xO.229 4!' 2' EXAMPLE OF UNSUPPORTED r (UNBLOCKED) PANEL EDGE, t WALL SHEATHING SPECIFICATIONS, MAS Q. 24" N/A N/A (TYPICAL) 7 1 FLEXIBLE FINISH MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ Eid @ 6" D.C. EDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM LATE TO LIPPER TOP PLATE. NOTES: FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER 14 WALL SHALL BE CONSIDERED BRITTLE FINISH. IATE 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIGR'�WALLS AND ADJACE I NT TO NAILING TO INTERMED Uj STUCCO FINISH-MIN. 7/1,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL I SHEATHING, FASTENED w/ 8d 0 V D.C. EDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. L--------J L---------J L-------J CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" D.C. MAX.-�. ROOF (LON) TRUSSES, OR MULTY STORY 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS. V) LIJ MASONRY SPECIFICATIONS, -8 DAY COMPRESSIVE STRENGTH OF SINGLE STORY 3. AS AN ALTERNATE TO THE 3-X3-XY4- PLATE WASHER, -&3'�X3�7X'/," W/�11/,"O ROUND MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACIf��Q'�1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 10� 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" IL I MP.'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. -'\ROOF AN 4 CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. ro7\ TYP. WALL%�SECTIONS 7*N SOLE PLATE ANCHOR DETAIL a SCHEDULE D FLOOR SHEATHING NAILING / 3 LIJ CONCRETE MASONRY UNITS (CMU), \zol/ SCALE: 3/4' = 1'-0' \Z.10/ SCALE: 3/4" V-O" U Uj LOAD-BEARING (CMU), CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (rm=1500 psi). GROUT ALL -'ELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530A-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". 7 z 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 14 USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT NTH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT (3) ROW OF 1 PcI NTH - #4 0 4'-0" D.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 NAILS @ 8" D.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 VER11CAL REINF. S ALL BE INCREASED AS NOTED ON 2 PLY STAGGERED 0 z I/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE ,A MINI SIMPSON f BEAM. 2x4 BLOCKING 3 PLY BEAM. 024" D.C. FASTEN -1 < LU , EACH END w/3�-`I,Ocl R SEE ROOF TOE A LS SDWC15600 -2x4 MEMBERS:- 5LAY MASON FRAMING (1) ROW OF 10d RICK SHALL BE IN ORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. PLAN FOR EXTEND SHEATHING VERT. 4 tt(4) ROWS 12d NAILS,0 4" D.C. CONCRETE SPECIFICATIONSm -08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS DETAILS TO TOP OF TRUSS AS SHOWN. AT 12" O.C. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 PROVIDE 2x4 BLOCKING EA. SIDE. 2x6 MEMBERS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (3) ROWS 12d (2) ROW OF 10d STUD BELOW 4-10d GENERAL NOTES- SPECIFICATIONS BELOW. NAILS 0 4" O.C. LOWER TOP OVER LAP DOUBLE ]:�-COMMONS AT 12" O.C. STAGGERED PLATE AT BREAK PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES FOOTING AND FOUNDATION& L BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT 13 RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS. ORTHOGONAL VIEW WALL INIERSECTION FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A Sol 2x4 OR 2x6 POST W POST CONDITIONS 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- OF CORNER C) Uj SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM 0 1557. WITH GAP SHOWN (3)ROWS OF 5- (3)ROWS OF 6,Y4- z 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 FOUNDATION PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON TRUSSLOK TRUSSLOK DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC1 5600 ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS 0 24*o.c FASTENERS 0 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 #3 0 48- D.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN AS SHOWN CORNER WALL INTERSECTION 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, WHERE PERMITTED, SHALL BE 48 PLAN FOR DETAILS SHEATHING MAY SDWC15600 COND11IONS CONDITIONS BAR DIAMETERS TEROINATE AT SIMPSONJ SEE ROOF 3-PLY 4-PLY NOTE& >" SIMPSON FRAMING fl. TOP OF DBIL. SDWC1 5600 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS AV-1-ftA CONCRETE SLABS ON GRADE, E NOTE 1 PLAN FOR 0 0 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER NTH JOINTS LAPPED 6" AND SEALED OVER CLEAN. COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC15600 TOP PLATE. SE IVE METHODS. SEE NOTE 1 DETAILS 14" LVI AND GREATER 2. DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL %..OP 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE TERMITES. SAWCUTSE OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 16'xl6' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNAT TYPICAL CONNECTION NOTES, 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLEDCow�l U WOOD FRAMING SPECIFICATIONS- 5" < HEEL < 11-10" HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE V41TH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTA T WITH MASONRY, CONCRETE OR JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN Uj 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: -.4, STAINLESS STEEL. 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY ------ 2. H2.5T MAY BE SUBS71TJTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T FRAMED WALL CORNER AND AT TOP PLATE TO STUD, SPACE 0 48" D.C. IN ADDITION TO (2) PLYS PRF-FNGINFEREn WOOD TRUSSES, t�7� INTERSECTIONS STUDS CONFIGURATIONS�za� SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS RUSS CONNECTION P MEMBER FASTENING 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 8 RACING PER 'COMMENTARY AND ROOF T t-6 BUILT-U RECOMMENDAT10N 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 \E.V TRUSS TO ATE: DESIGN SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER� KING STUD TO TnP PI ATF- SDWC SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: ROOF COVERING-SEECEILADQUEL NOT REQUIRED AT GABLE CRJTEPJA 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 MAqUFACTURER'S REQUIREMENTS. CLAY [SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: I INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTh E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TLE THAN 4'-6" FOR GABLE ENDS. ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TD TOP PLATE, AND SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: NOT REQUIRED AT GABLE- WATERPROOFING, 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. GENEIRAL THAN 4'-6" PLATE WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK KING & JACK_/ SDWC SCRE NOTES STUDS SEE PLAN 24!' GUNNEU I ION INTERIOR LOAD BEARING WALL (2)12d TOE STUDS SEE PLAN HEAD QR SILL 00 NOT SCALE DIMENSIONS FROM MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN BUILT-UP POST IN THE WALL THESE ORAWINrS. F A DIMENSION IS z NAILS E.E. -.1 PLATES SEE -1 HEAD SILL UNCLEAR REIFFER TO THE 2-GUN NAILS 0 12" STAG. LV/2 x3 GABLE X-BRACE. SEE DETAIL 11/52-0 (MIN) SCHEDULE PLAT S LL� I ARCHITECTURAL DRAWINGS OR TOP PLATE TO TOP PLATE FACE NAIL F% SIEE V2 XV4 4' 6'-0' SCIDULE I CONTACT THE E.O.R. TOP PLATE, LAPS/INTERSECIION FACE NAIL (2-16d) 3-GUN NAILS L4x3l/,"x/, 6. 81-0. HEADER SIZE. JACK AND KING STUD ROUGH OPN'G. SEE ARCHI TRUSS TO PLATE: DESIGNATES SHEARWALL. THE QUANTITY. HEAD OR SILL KING STUD TO FRAMING BELOW: DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS 6" 16-0" HIDDEN LINE DESIGNATES SIDE OF --I-- PLATEE C318 STRAP w/5-10dxIX" R *G, SEE ARCH SDWCSCRE PLAN NAME WALL THE SHEARWALL SHEATHING RIM JOIST TO TOP PLATE TOE NAIL (8d 0 IS-) GUN NAIL 0 6- 61, TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP 12'-0 "NA SIL WI�N G- KING STUD TO BOTTOM PLA ATTACHMENT CAN BE INTERIOR OR r ANASTASIA 8 03 S. DESIGNATES 8d COMMONS @ 3' ST TO TOP TOE NAIL 1(.3-8d) 5-GUN NAILS V. 6" 16,-0" EkJ03" 16 D.C. EDGE & 6. D.C. *IN THE CONNECTON: IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. DESIGN/DRAWN/CHECKED CEILING JOI ST, OVER PARTITIONS FACE NAIL (3-16d) 4-GLIN NAILS L7x3/2 X FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ CEILING JOI SHEARWALL HOLD DOWN Is- PLATE TO HEADER: CS / 13TC LAP - 1. STEEL LINTELS TO BE MINIMAL 36" FOLLOWING: GABLE ENDS OR N: SDWCSCREW 0 CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION -1� BRICK SPECIFIED. NOT REQUIRED Al JACK TRUSSES LESS T 24" D.C. DATE I . ADJ ADJACENT LG Long GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS k 2X4 JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED VENEER BM BEAM MANUF - Manufacture WALLS THAN V-S" 1. F� 1 11 1 11 111 , �'D 05.01.15 PAINT. - WEATHER BOT BOTTOM MOND - Monolithic HEADER FASTENING RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BIRG BEARING OC On Center SCALE . 2. LINTEL MORE THAN CMU CONCRETE MASONRY UNIT OSB Oriented Strand Board -10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO DBL PERIP - Perpendicular ASNOTED 8'-0". SHOULD JACK RAFTER TO HIP TOE NAIL (3 KING STUD TO -26MQ31� ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. wl 2-1/,xY WD. DIA DIAMETER PRE ENG - Pre Engineered CS18 STRAP W/6-10DX1)Y' LPA No. DOUBLE SCREWS INTO HEADER PROVIDE A LINTEL EA - EACH PSF Pounds per Square Foot NAILS EACH END. STRAP AT TOLL-15-00169 16dO 16" D.C. 0 =-ATTACHMENT TAbT CAN CONT. HEADER. TWO PIECES FACE NAIL EDGE VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI Pounds per Square Inch STUD OR 2XIO INTERIOR OR EXTERIOR SIDE 0 -GUN NAILS SEE NOTE 2 EOR - ENGINEER OF RECORD PT PRESSURE TREATED BLOCKING FASTEN STRAP NOT REQUIRED AT THE NG: CONTROL No. CONT. HEADER TO STUD TOE NAIL (3-16d) 4 . 3. BRICK VENEER ATTACHMENT: ED - EQUAL QT Quick Tie SOLE PLATE CONNECTOR �SOLE PLATE ANCHOR STRAPPING NOT REQUIRED L w/8-10d COMMONS GABLE ENDS OR CDP I STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" D.C., VERT. EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE AT LOWER LEVEL HEADERS-/ JACK TRUSSES LESS 'C 4968 Uj 16 FACE NAIL (16d 0 16-) GUN NAIL @ 8"- TIES 0 12- O.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF -- Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY MULTISTORY THAN 8' OR OPENINGS LESS 6 SHEET SOLE PLATE To JOIST/BLOCKING FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED SINGLE STORY THAN 3'-6" .j 0 WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLAN BRICK LINTEL, FT FOOT SYP Southern Yellow Pine (STACKED WINDOWS) I L 0 IEADER ,NS FUL AT Typ fHE IG ROD r tLAN , a N tG t2 DSLYpr I /R 0 TR FLO +1 W P EC'FICAT'ONS eOR L A PRE ENGINEI Roo TRUSSI SHE P ON TER V3 P0 rA-PI y S 00 Top Top 56 t OTF LATEL0 NOT SCALE D'MENSC' E DRAWINGS IFA DIM RCUNC EAR-REFER To HI TU L RA DRAWII C C NTACT THE ED H O� ajl��q 10 4 TNq S BR, �ji NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FIG - FOOTING IHRU Through (UNSTACKED NNDOWS) LjL. Vj 3"xO.131"O = GUN NAILS 2"xO.113"0 RINK SHANK 12* OF OPENINGS. PROVIDE3&"0 WEEP HDR - HEADER TYP Typical TYPICAL HEADER STRAPPING Soso 2"xO.113"O = 6d 21/2"xO.131"0 = 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE SECTION MEW HORIZ - HORIZONTAL LON Unless Otherwise Noted Vertical POUNDS 0/ 3"xO.148"0 = 10d 3/z'*xOL162"0 = 16d FLASHING. OF BRICK LINTEL LBS VER ' \Z� l'/,"xO.148"0 = 10dxl'/,* 1'4"4.131"0 = 8dxl'/2" WWF Welded Vire Fabric 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP- PLATE w/ 10d 0 4" D.C. WALL SHEATHING PLATE w/ 10d 0 3" O.0 8d COMMON WIRE NAILS 11 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 3" D.C. ATTACH AT EACH WALL STUD W/ 3-16 6. - T-NAILS AT EA. FRAMING INTERSECTION. I (MIN. OF 6-16d BETWEEN EACH TRUSS) BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER loin- AT SHEARWALL L PLATE BELOW TOP PLATE Lou Pontigo and STUCCO FINI 5-8d COM PORCH SHEATHING, HEADER Associates, Inc. EACH SIDE +: S-E SPECIFICATIONS PORCH 16d COMMONS OF SPLICE 16d COMMONS B-LOW 0 8" D.C. 081, 2x4 SYP#2 HORIZ. BRACING * 8-GUN NAILS- HEADER, SHEATHING SPLICE D.C. SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue 24" D.C. BETWEEN OUTER WALL- PORCH PA HEADER & SUPPORT k FUI jax. Beach, Florida 32250 . NAIL POST, PER PLAN. ANCHOR OR DTT2Z & FIRST INTERIOR TRUSS PORCH _(2)MSTA24 L HEIGHT DETAIL 8 CONT. RIBBON CONT. R11 BON 8d COM 0 EACH END w/ 3-0.1310" NAILS PERPENDICULAR STRAPS MIN. (2)2x4 WOOD Ph. 242-0908 Fax. 241-9557 BOARD TYP)l 3" D.C. (TYP) TO WALL F L: CA#8344 SC:CA#3579 BOARD (TYP) I i HOLD DOWN AT BELOW. & (1) ADJ. EACH SIDE FLOOR BASE OF POST OPTION A TO PORCH HEADER. WALL FLOOR FLOOR OF SPLICE TRUSS- SHEATHING-\ TRUSSES-\ TRUSSES 24" 16 GUAGE POST BASE: OR JOIST. OR JOIST. 2x4 SYP#2 STRAP w/11- PID T 24" 16 GUAGE 4x4 POST: STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 10dx1h" EA. END BE-OW STRAP W/11- 6x6 POST.: BU66 /-w/ 2x SOLID BLOCKING FASTEN EA. 10dxlN' EA. END LSTA12 FOLDED OVER ilTOP -- AT SHEATHING EDGE ....I% END w/ DOUBLE TOP PLATE PLATE w/5-10d NAILSi 8d COMMON WIRE NAILS -Y4" OSB or PLYWOOD PORCH. CON11NUOUS OVER INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C."V,,"� RIM BOARD Y4" 3-10d COMMONS PORCH HEADER, I L SLAB 6. HEADER NAILS INTO BEAM. SPArE SHORTER THAN --- SEE PLAN MAX 0 48" D.C. OMIT IF WALL ITS16 _;�S_ FLOOR SYSTEM. ALIGN CEILING_T SHEATHING IS INSTALLED k WALL FRAMING--/ WALL. FRAMING WALL FRAMING STRAPS MSTA24 ROD L TRUS VER11CAL JOINTS WITH LINE ROOF S WALL SHEATHING STRAPS EPDXIED 6" MIN ON FACE OF BEAM OR JOIST SHEATHING SPLICE 4 FOR PERPENDICULAR INSTALL FLOOR TO E OF Qz. T RIBBON A D 4 TYP C At%V1+4 A�ALI66 H. B ROD SHEA, WALL FRAMING JOINTS TRUSS CONNECTION BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRAPPING PER PLAN VIEW F ELAN VIEW OF ELEVATION VIEW OF i . - 0 OPTION 1 OR 2 P RCH HEAD R PORCH HEADER PORCH HEADER B-GUN SEE DETAIL 8 ABOVE 5.% . !,c Q %. ?k' EACH SIDE CONTINUOUS 2x65 SYP#2 �A." AT SHEARWALLS AND NAILS 0,%..4 ORIV.--#*,�� I� FAzT;7m Z#w STUCCO FINISH OF SPLICE AT CORNER POST AT POST AT POST FULL HEIGHT I I LEDGER FASTEN WITH OPTION 1 OPTION 2 ANCHOR OR DTT2Z --41- 5-0.1310" EA. STUD. N MIN. OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHEATHIN, SPECIFICATIONS, HOLDDOWN AT t�,(2)2x4 WOOD GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" D.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS NOTE 1: OR OPTION R TO PORCH HEADER. 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/,- (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" D.C. EDGE AND FIELD DETAIL A Christopher I Sabolirin PE 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL PE#714e] FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DETAILS r3--NTYPICAL PORCH BEAM CONNECTION (V�M�EW4 �WA LL ADJ. TO ROOF CONNECTION CITED SO.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF RWISIONS DATE AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS F-1 -Ttr 71- FLOOR OR TR BOT. CHORD w/ 0.1310' 0 3" O.C. 11 1 2-SIMPSON H2.5T. FIELI) ALTERATION 2x4 SYP#2 CATS FASTENE tf-1---------t ---------- CONTRACTOR SHALL CONTACT LOU ROOF TRUSS. TRUSS. SDWC 15600 4- --------44 ----------44 PDNTIGO&ASSOCIATES PPJOR TO LISS D TO SHEATHING wl 8d 0 3" D.C. ROOF D.C. FASTENED T, I S #2 2" BOT�lj HOR EAS NED LL PLATE wl 4-0.' SHEATHING FASTENED TO @ 32" D.C. 0 To 511 x 13 COMMON MAX. TOP PLATE w/ 10d 0 3" D.C. SCREWS MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL SHEARWALL El CONSTRUCTION DOCUMENTS.AM FIELD ALTERNATIONS MADE PRIOR TO 16" MAX OSB WALL U D D BEING APPROVED BY LOU PONTrO a SHEATHING TO TOP PLATE AND TRUSS ASSOCIATES MAY RESULT IN w/ 0.1310" 0 3" D.C. EDGE OF ADDITIONAL ENGINEERING OR FASTEN CATS EACH END wl 2x SYP#2 CONT. ATTACH 3-0.131xY COMMON TOE NAILS SHEARWALL OR 2x MAY OVERHANG TOP PLATE. SHEARWAUL-/ I� F SHEARWALL EXTERIOR WALL SIIV 8d@3"/6" SW 8d@3"/6" 4- ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING P03T TO SROUGH OPENING. SEE R 0 N POST BELOW WITH 2-CS161 TRU S UPLIFT TABLE AT LEFT STRAP KING POST TOI I TRUSSOOGHUFTPETNE)LG� (A)- UPPER TO LOWER STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 OSB DIAPHRAGM FASTEN ROOF FLOOR D /-10d 04"O.C. SW 8d0Z/6: (2) CS18 STRAPS SW Bd@3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT TO NAILER w/ (1) ROW 8d TRUSS.N FLOOR ANCHORS ARE NOT USED z T'�; 0 3' D.C. FASTEN TO I_OP LEDGER FASTENED W 8d03/6: HTT5 OR HDU5 W 8dQ3/6: HTT5 OR HDU5 LD PLATE w/ (2) ROWS 7/1 0 S B TRUSS WEBS WITH- SOLE PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION UPLIFT bONNEdTOR, UPLIFT CONNECTOR OF 8d 0 3* D.C. BLOCKING CONNECTION PANNEL w/3-0.131x3" SHEARWALL NOTES, TEE SCH DOLE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT CALL OUT 2x4 SPF FLOOR COMMON. 1. ANY ALTERNATE MAY 4< Ln SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING BE USED. SHEARWALL NOTES A H2.5T 0 32" D.C. TOP A�BOT A LSIB 0 32* D.C. y I �, TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END wl 2x4 SYP#2 CATS AT 12" 1. PROVIDE 7A6" OSB SHEArHING WTH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. 8 SEE PLAN B SEE PLAN 2. USE ALTERNATE A. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. 3-0.13lx3" NAILS 0 6" D.C. D.C. FASTENED TO TOP AT EXTERIOR WALLS C (1)MSTA24 STRAPS C (2)C516 STRAPS (2) ROWS 0.1310" 0 3" D.C. INTERIOR PLATE w/ 4-0.1310" ENDING BETWEEN ROOF 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 PL I XN� D FULL HGTTHREADED ROD SEE PLAN Uj SHEARWALL.. SW-2 SHEARWALL OR_// COMMON. TRUSSES. END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE, �U.O.N) OR HTT4 HOLD DOWN AT BASE (U.D.N) n/ --r6d N-MLS EXTERIOR WALL (TYPICAL) 3. USE ALTERNATE FASTEN ALL INTERIOR sw TO ROOF OR FLOOR TRUSSES PER 5/SO.1 ALTERNATE D ALTERNATE E ALTERNATE F E & F FOR FLOOR TRUSS ATTACHMENT 4. INSTALL INTERIOR FOO-Z 13ELOW SHEARWALL PER DETAILS ON Sl.O I U SHEARWALL ATTACHMENT AT ROOF El FLOOR TYPICAL SHEARWALL ELEVATION WHEN 7 HEADER TIE DOWN- z PROVIDE SOLID BLO CKING WITHIN FLOOR SYSTEM AT SW END POSTS. VI SO.1 THIS DETAIL ONLY APPLIES WH EN NOTED ON PLAN n1 Uj -12d TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. ROOF NAILS (TYP.) TRUSS BRACING 8d COMMON NAILS L4 SINGLE BRACING NOTES AND SPECIFICATIONS A 3" D.C.(TYP) 2x4 BLOCKING. FASTEN TRUSS L2x4 SYP#2 OUTLOOKERS 1.)ALL BRACING LUMBER SHOWN. EXEPT 0 24" D.C. EACH END w/3-10d-/ H3 QR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. -WALL STUDS -WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (LON) AT 16" D.C. AT 16" D.C. FASTEN TO ROOF FRAMING BELOW I (o 9-T7 w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER COMMONS TO BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER T 'C Hl' NG TYP 2x1 2 OR FASTEN To 2 w/ 4_1 2d N 2 A 0 x 6 lod C M MONS X 4 T BRACE ONLY Ul D O� OVERFRAME RAFTERS, SEE PLAN. DELEGATED TRUSS ENGINEER. Uj 2X6 3.)PERMANENT PERMANENT BRACING ROOF TRUSS ROOF TRUSS] AN LE BRACING APPLIED TO WHERE NOTED ON TRUSS MFR, SHOP L B 0 C SYP#2 UEOG R ATTAC -I-- DBL. SYP#2 LEDGERI-I SIMPSON H3 w/ 10-8d COMMON RA E FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL EF NA 11 NAILS FROM RAFTER TO LEDGER PROVIDE 1x4 SYP#3 OR BETTER TO EA H STUD. PER] ATTACH TO EACH STUD, THESE STRAPS AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO B070M CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED Z::�A I I PERPENDICULAR TO TRUSS BOTTOM LOCKING RE R F B ACE BLOCKING LT WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w 12d 0 6 D.C. ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0".. T-BRACE TO BE THE CHORDS AND ATTACHED TO EACH A-SINGLE LEDGER B-DOUBLE LEDGER TRUS WITH 2-8d COMMON NAILS. AT VER11CAL PRODIDE MTS12 QR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS SAME SIZE, SPECIES, CABLE END WALLS PROVIDE DIAGONALS I 2X4 #2 SYP BLOCK 0 EACH VERTICAL 0 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER /-GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWNG FOR QTY. AND TO BE BRACED. AT END WALLS PROVIDE DIAGONALS 0-775 2x6 w/ 5-0.1310" -2345 2x8 w/ C-/4*'Ox6" SOS SCREWS AND ROOF MEMBER. END W/ 3-10d TOENAILS (APPROXIMATELY 457) TO THE 0 0 776-1250 2x8 w/ 8-0.1310" 1850 > LOCATION. IF MORE THAN (1) LATERAL ADJACENT EXTERIOR PERPENDICULAR 2346-3125 2xl2 w/ 8-'/4"Ox6" SDS SCREWS BLOCK TO DBL TOP BRACE 1§'NEEDED. OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING U 1251-1540 2x1O w/ 10-0.1310" AS SHOWN. TO FORM A ZIGZAG PATTERN ALL 1540-1850 2x12 w/ 12-0.13lx3* PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING TPOR DE, SOLI%SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT O'n'E N OF VERFRAME RAFTERS TO TRUSS FRAMING. NECESSARY AT HIP ROOFS. ALSO I ALONG EXTERIOR WALLS PARALLEL TO LEDGER A NOTES: WHERE A LEDGER IS INDICATED i ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, O.131x3" TOE NAILS 0 8"O.C. OM BOT. CHORD OF TRUSS I 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 BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. LSTA12 0 48- D.C. QR DBL 70P PLT LINE OF BOTTOM CHORD BRACING AT A X-BRACE w/ 2-16d INTO BOTTOM COMMONS MAXIMUM SPACING OF 20 FEET. ZUSS. IN\,--TO GABLE TRUSS BOTTOM CHORD W/ TYPICAL SDWC15600 0 36" D.C. OMIT IF Vmm 8 LEDGER CONNECTION DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12' MIN PERMANENT TRUSS BRACING ri�sw ]RUSS IU LEDGER CONNECTION BY TRUSS WHEN 9 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. t�i O� NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. SCALE: 3/4" V-0" FRAMING ENGINEER. NOT SHOWN FOR CLARITY �SOA 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 ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS ELML 1XII FULL HEIGHT WASHER A MIN 2 PLY f-36" LONG STUD 36" LONG STUD OR BEAM ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- FOLD OVER TOP PLATE (2)MSTA24 STRAPS ANCHORING SYSTEM, THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR 0.13lx3" GUN I 0.131x3" GUN NAILS (2)MTS12 FULL HT. NAILS FULL HT. PLATE. 1% ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE �0. UPLIFT PLATE ANCHOR I SOLE DOUBLE SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/18-10d HDU5. FASTEN SIMPSON DTT2Z (2)MTS12 DOUBLE TOP \--CONNECTOR TOP FOUNDATON AND TO THE UPPERMOST PLATE AT THE 26-10d COMONS LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE PLATE SEE PLAN TOP PLATE, PROVIDE A 2"X 2"X )C STEEL WASHER. THESE DRAWINGS.IF A DIMENSION IS T�l � /-w/8- Y4"xl)'2" UNCLEAR REFER TO THE WALL STUD FASTEN NTH A NUT AND ALLOW AT LEAST 3 SOS SCREWS TH )o. \_SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR OR POST. READS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT MINIMUM 2 PLY LTT20B THREADED ROD \-(2)H2.5T (2)H2.5T - CONTACT THE E.OR FULL HEIGHT' ROD INSTALLATOW AT ALL PLATE PENETRATIONS, ROD MINIMUM STUD THREADED ROD WITHIN 6" OF MINIMUM ---THREADED ROD L T PROVIDE A HOLE IN THE PLATE %- LARGER THAN THE 2 PLY EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY-\ AT 2ND STORY j I ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD ILAN NAMI SEE PLAN L I AT 2ND STORY THREADED TITEN HD STUD STUDS PROVIDE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS COUPLER TIGHT STUD ROD EPDXIED [Yx6' r ANASTASIA [ ! STUDS PROVIDE Y2" THREADED ROD 1 1 (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE I CS18 STRAPS /�7.5" MIN 2 CS18 STRAPS STEEL COUPLER /-EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED (OPTIONAL, LOCATE- FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUD I ,] ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER &6" TITEN HD (FLOOR TO FLOOR) CS / BTC/LAP AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE (FLOOR TO FLOOR) AT SILL PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS THD37634RC (Wx(514") MINIMUM AT TOP PLATE AVOID CONFLICTS NTH FLOOR AND WALL FRAMING. 2 PLY HOLD DOWN SEE PL, DATE THE NUT ASOWE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z /-STUD /-% ROD = DTT2Z 05.01.15 FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OYER THE WASHER TO A SNILM-11IGHT % ROD = HTT5 R CONDITION PLUS ONE-HALF TURN OF A STANDARD //-w/8- Y4"xlV T5 SCALE SDS SCREWS BUILT-UP POST,- - BUILT-UP POST,- AMING WRENCH (APPROXIMANLY 30 FT.-M OF TORQU4 SEE PLAN. SEE PLAN. AS NOTED THREADED @ T) T) DUE 70 SHRINKAGE AND IDOMPRESSION OF BUILDING FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CCINTRACTORS SHALL RE-71CHIM NUT TO 30 LPA No. THREADED ROD--- 1400 14"0 COMPLETE AND PRIOR TO INSUILATION. 3/8 Tx2;T/�" 4- 4" 2- Y LFOUNDATION HOLE HOLE SPEC. DEPTH DISTANCE FT.-M. OF TORQUE AFTER ALL TRADES ARE SEE PLAN PER PLAN. F TOLL-15-00169 EMBEDMENT 5/8 Wo 3/,"o TX3;/,' 7.5" 12" 2)f 3- EPDXY ANCHORING, ALL THREADED RODS SHALL BE HTT5 or HDI.15 QTT2Z LTT200 CONTROL No. DEPTH 0 - DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 NC 0 MONOISTEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE 4968 FULL HEIGH REQUIREMENTS %" FULL HEIGHT ROD FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL P -E WAL WALL SECTION THREADED ROD INSTALLATIO FULL HEIGHT ROD ALTERNATE SHEET FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM /1�,3 ATTACHMENT /1�4 FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL (V�MBEN16 GIRDER / BEAM STRAPPING so] THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \SO.1/ %,so.i/ ALTERNATE DETAIL ONLY APPLIES WHEN NOTED ON PLAN OVERLAP SIDEWALL OVERLAP SIDEWAL TOP PLATE TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE TOP PLATE ALWAYS PLACE HEADER AT EADER AT TOP OF ROUGH I— OPENING TOP OF ROUGH OPENING GARAGE %"0 THREADED ROD . . .. . . . . . . . . . . HEADER . . . . . . . . . . . . . . w/3x3x/4 PLATE . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . HTT5 w/ SECOND STOR ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . HTT5 W/ . . .. . . . . . . . . . . . . 9C THREADED ROD TOP PLATE ELIV. t i t t Lou Pontigo and HEADER AT PACK WITH 2-ROWS OF 16d . . . . . . . . . . . I" THREADED ROD 41M1 2 -K-N TOP OF ROUGH RING SHANK NAILS 0 12" O.C. EPDXIED 12$* OPENING EPDXIED 12" AX Associates, Inc. 20ga STRAPS CH EXTEND HEADER TO ADER TO JACK /ATTACH GARAGE DOOR THRU 420 Osceola Avenue , B , S UPRIGHT BUCK DIRECTLY INTO EXTEND HEADER TO FAR SIDE OF WALL (2)2x6 KING STUD - -4- xxo FAR SIDE OF WALL 6X6 POST AS SHOWN. lax. Beach, Florida 32250 HTT5 IN STUD PACK, PER GARAGE DOOR 7/Z (2)2x6 JACK STUDS THREADED R'/ SU PLl, (2)2x6 7----(2)2 K6 SPF 2 AS SHOWN. Ph.242-0908 Fax. 241-9557 EPDXIED I SUPPLIER JACKS IT AND (1) 9 4'-O"x4'-O" PIECE OF WALL EE 1O/SO.O FOR TYPICIA FL CA# 8344 SC:CA#3579 4'-O"x4'-O" PIECE OF WALL ol F I SHEATING INSTALL AT UPPER HEADER STRAPPING I KING. SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 1 CORNER V BELOW GARAGE HEADER FITT5 wl CORNER 1" BELOW GARAGE HEADER JACKS ON EXTERIOR STUD (TRIMED AS QLTAIL A (2)2x STUD CORNER z%" THREADED ROD \ " THREADED ROD EPDXIED 12" ON EXTERIOR STUD (TRIMED AS DETAIL A EPDXIED 12" AND (1) z SHOWN) > P SHOWN) KING. f FASTEN SHEATING TO HEADER wl 8d COMMON Q& GALV. BOX NAILS P.T. SOLE PLATE,,, 0, \AP A irr 4 GARAGE HTT5 w/ FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS IN 3' GRID PATTERN AS SHOWN AND 3" D.0 IN ALL FRAMING M J SOLE PLATE HTT5 W/ \�\Xrk 4 IN 3* GRID PATTERN AS SHOWN AND 3" D.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. *.. FLOOR ANCHOR THREADED ROD THREADED ROD 5�;, Nq EPDXIED 12" (STWDS, BLOCKING & SILLS) TYP. MSTA24 OR C 8 STRAP SOLE PLATE EPDXIED 12" 0 32" ON-CENTER % 4' a 0. ANCHOR GARAGE WING WALL SECTION A DOLBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS 0 No- THICKENED SLAB EDGE 2 MSTA24 OR CSj 6 KING STUD TO LO 9 STRAP EACH END MR 6X6 POST WITH ABU66 W LL S C T 1� 5/1"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN OF WALL SEGMEN CS2 STRAPS A AT GARAGE OPENING. ......... ... . w/ s/," THREADED ROD STRAP EACH END 'RAMING 2 MSTA24 0 MENT N: OF NOTES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x/*" WASHER. EPDXIED 12" MIN. 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 2ND FLOOR EL6V. GARAGE WING WALL ELEVATION N AL. Christopher j Sabourin PE FL PE#71461 WOOD r �ISIONS DAT�E)I GARAGE HEADER FRAMING 2 GARAGE PORTAL WING WALL PM��EeN3 GARAGE WING WALL FRAMING LESS THAN 12" VMEN 4 CONVENTIONAL STRAPPING DETAIL Z!�a�SO.2 SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �S 0.2 THIS DETAIL ONLY APf'LIES WHEN NOTED ON PLAN Z�WO. PORCH REAM SUPPORT POST FIELD ALTERA-nON JACK STUD f3k JACK STUD IF 4x4 IS SPECIFIED ON PLAN, STUD TO TOP PEA E-- 99Ek---AT DOOR AT DOOR USE (2)2x4 SPF#2 SUPPORT. SDWC1 5600 SCREW. CONTRACTOR SHALL CONTACT LOU MIN. (2)2x4 PT SYP #2 PONT GO a ASSOCIATES PRIOR TO 0 32" D.C. MAKIING ANY STRUCTURAL FIELD 2 MAX IF 6x6 IS SPECIFIED ON PLAN, WALL MODIFICATIONS WHICH MAY VARY USE (3)2x4 SPF#2 SUPPORT. /-SHEATHING FROM THE INTENT OF THE ORIGINAL 1 MIN.* CONSTRUCTON DOCUMENTS.ANY RATED WALL SHEATHING w/ REM ALTERNATIONS MADE PROR TO PLAN MEW )'�"0Y2* Bd 0 6" D.C. EDGE & FIELD. ATTACH PORCH BEAM TO C518 W/7-1 dxl)T' BEING APPROVED BY LOU PONTIGO& TAPOON PLAN VIEW SIMPSON LTT20B SUPPORT POST w/ (2)HTS20. EACH END 048" ASSOCIATES MAY RESULT IN SCREW RECESSED IN SLAB ,�--O.C. STRAP CAN BE ADDITIONAL ENGINEERING OR w/Y2" THREADED ATTACH SUPPORT POST TO INSTALLED EITHER ROD EPDXIED 4" SOLE PLATE FOUNDATION WITH HTT4 FACE OF STUD —�g CS18 W/7-10dx%" ANCHOR z EACH END 0 48" 2 14"YA X 2 MIN. W/ %"04" EMBED EPDXY ROD. U.O.t,. D.C. STRAP CAN BE STUD TO 130T PLAE- CONC. CONC. SYP#2 PT SOLE PLATE INSTALLED EITHER ROT PLATE TO TRUSS SDWC15600 SCREW. SLAB SLAB bL FACE OF STUD X"Wr LAG SCREW-\ //-0 32" D.C. MAY BE USED IN UEU OF 4x4 OR 6x6. 8d 0 3" WITH ROUND WASHER FLOOR FLOOR FLOOR WATER PROOFING AT TRUSSES-'/;A T QSES TRUSSES AT EACH FLOOR TRUSS z LOWER PORTION OF OR JOIST. OF OR JOIST. VIEW ELEVATION MEW BOX COLUMN BY BUILDER IF PT MATERIAL IS NOT USED. U 0 OPTION A OPTION 8 BEAMSEE OPTION A OPTION 13 OVERLAP PLAN 4< Ln STRAPPING SHEATHING OPTION C DROPPED BEAM LU (w—HI FRONT ENTRY JAMB FASTENING BOX COLUMN DETAIL WHEN 7 WALL STRAPPING OVE I BEAM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NO TIED ON PLAN KING STUD TO TOP PLATE, Uj U Uj SDWC15600 SCREW. WALL STRAPPING DETAIL Z TZ�SO THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN y xz� STUD TO TOP PLATE, STUD TO TOP PLA Uj SDWC15600 SCREW.- SDWC15600 SCREW.- 32" D.C. 0 32" D.C. 2x4 BLOCKING 4-013lx3' TOE NAILS (2 EA. 9DE) H3 0 EA. 2x4 OUTLOOKER OTE(3) 4EADER JAKI STU OUTLOOKER\\ AT 24" D.C. NPLACE GABLE END TRUSS SPLICE 2X6 X 4'-6" P.T. SYP NO.2 I-MSTA24 TO THE INT. FACE OF EXPOSED RAFTER TAIL TO EACH ROOF BALLOON FRAMED WALL TRUSS 0 24" D.C. t 1��SE15 I SS C, ROOF TRU STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP FRAMING PLAN 911 tA� AND BOTTOM CHORDS TO 2x4 P.T. SYP No.2 SCHEDULE' 5-12d TOE BALLOON FRAMED WALL BLOCKING/CLOSURE FASTEN 0 In UJ STUDS W/ 2-0.131X3" NAILS EACH NAILS AT EA. STUD. w/ 3-12d TOE NAILS. RIP 2x4 BLOCKING AT TRUSS 0 DOWN TO REQUIRED DEPTH 48" D.C. BE EN z GABLE AND R ST PRE-ENGINEERED ROT PLATE TO FRAMING_ BOT PLATE M FRAMING_ INTERIOR TRUSS J WOOD ROOF TRUSSES. FASTEN GABLE END 12d NCOMMON BELOW CS180 32" D.C. BELOW CS180 32" D.C. WIRE NAILS TR SS W/ FULL HT. . 0 ICHOR ANDHA4 0 �V D.C. EA. END STAGGERED IL ------ ----- ----------- UPLIFT CONNECTOR DOUBLE TOP PLATE CONVENTIONAL Sw L V-4 ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR T., REQUIRED. MISIC rl 2 RA ��q�WALL STRAPPING DETAIL WHEN 10 WALL STRAPPING DETAIL BALLOON FRAMED GABLE END FTER TAIL DETIAL SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN W%�SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FRAMING DETAILS TH'0 IT SC LE C NS FROM ESN`CR=1NGS.'tMFEA DI'MENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ANASTASIA DESIGN/DRAWN/CHECKED CS / BTC: LAP DATE 05.01.15 SCALE AS NOTED EPA No. TOLL-15-00169 CONTROL No. 4968 SHEET SO*2 SYMBOLS LEGEND ----- - DESIGNATES FOOTING LINE Nis DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS Lou Pontigo and BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 F L: CA# 8344 SO CA#3579 ......... ..... C-) . 6 E OF r6 JS ':q 12x12 PIER BELOW % ARCHITECTURAL COLUMN . ........ ABOVE. TOP OF COLUMN ST1 ON A IS 6" ABOVE PAVERS. Christopher I Sabourin PE FL PE#71461 — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — ---7- - - — — — — — — --- — — — — —I — — — — — — — — ---- — — i :::;:1::;! xxx :;;::x:!!: Ri7ISIONS DA — — — — — — — — — — — - - - — — — — — — F2.CII CONNECT MONO TO STEMWALL w/2-#5x3O"�� DOWELS EPDXIED 4" MIN. 7 7-7-Z-7� FIEUD ALTORATION rr F-L CONTRACTOR SHALL CONTACT LOU PONT GO&ASSOCIATES PRIOR TO PAVERS L MAKING ANY STRUCTURAL FIELD BY OTHER MODIFICATIONS WHICH MAY VARY S FROM THE INTENT OF THE ORIGINAL I CONSTRUCTION DOCUMENTS.ANY I M FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN 4" CONCRETE SLAB W/ 9 AODIT�ONAL ENGINEERING OR FIBERMESH @ 1.5 LBS/CU.YD. NSPECTIDN FEES. QF CQN_CREJE S -�01 WWF ON 6MIL VAPOR BAI QR__6X_6_WJ,4KW1 4 �RI!IER I N PREPARED GRADE. CONNECT MONO TO PROVIDE 2-#4x�'-O" STEMWALL w/2-#5x3O" CORNER-[�RAC-K -BARS------------------------- \,,_2x8 FLOOR FRAMING :E z AT SLABI MID-CEPTH. @ 15" O.C. DOWELS EPDXIED 4" MIN. (D F2.5 q< V) 4 LU S1.01 LU 0 r3 0 S1.01 STAIRS L BY BUILDER. 14, Is 14'-8 < Uj r7 -------------1 L z FZ SAWCUT zi% 101 "A .-j S 7 6 U) X L146 S - - - - - - - V) I L11 - - - - - - - - - - - - - - -- Ire ------- -_ - I I L 101 101 _SAWCUT Ljj 12 r8' 8'-10" _011 PROVID� SAW CUTS PER 0 2/S1.01, BUILDER TO 111 1 �'�4 1 c"I I COOR%ATE WITH FINISH CIO 4- I FLO R MATERIAI . 2N I A�-O' /'_7�B �-01 r �1� rz ----------------------- --- ---- ----------- L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - FOUNDATION FOUNDATION PLAN PLAN SCALE: 1/4" 1'-0" SOLE PLATE ANCHOR SPACING SCHD Do NOT SCALE DIMFNSKINS FROM THESE DRAWINGS, F A DIMENSION IS IF ALL EXTERIOR WALL 48" O.C. UNCLEAR REFER TO THE UNLESS OTHER NOTED SHEARWALLS (SW 8d@3-/6-) 24" O.C. PLAN NAME FOOTING SCHEDULE AND NOTES ANASTASIA [ SOLE PLT 0# WHEN NOTED ON PLAN DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE SEE NOTE 2 CS / BTC/LAP 3-#5 EA. WAY BOT. 1,-0. 2'-0' 2'-0" F2.0 1. INSTALL SOLE PLATE ANCHORS PER DETAIL DATE 3-#5 EA. WAY BOT. 11-0. 2'-6" 2'-6- F2.5 3/SO.O 05.01.15 3-#5 EA. WAY BOT. 11-0. 3'-0' 3'-0' F3.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR SCALE 4-#5 EA. WAY BOT. 11-011 3'-6" 3'-6- F3.5 EXAMPLE - SOLE PLT 0 36" 36" 1+ AS NOTED 4-#5 EA. WAY BOT. I l'-O" 4'-0" 4'-0" F4.0 ON-CENTER SPACING LPA No. 4-#5 EA. WAY BOT. 1 1'-0" 4'-6" 4'-6" F4.5 TOLL-15-00169 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. FOR GENEIRAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, �4968 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S 1 ,0 PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET4 OF 9 TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING ANCHORAGE PER--\ TYPICAL WALL FRAMING AND ANCHORAGE AND ANCHORAGE PER CONSTRUCTION SPECS. PER CONSTRUCTION SPECS. CONSTRUCTION SPECS. 1#5 CONTINUOUS, PROVIDE Lou Pontigo and Associates, Inc. R BARS (TYPICAL) �,__SOLE PLATE ANCHOR, 1-#5 CONT., PROVIDE SLAB FOOTING AT PORCHES, SEE 7B/S1 .O1 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O 420 Osceola Avenue SPECIFIED ON PLAN. CORNER BARS (TYP.) BLOCK W/ 1-#5 CONTINUOUS jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 SEE ARCH PLAN I, -- SLAB ON GRADE, SLAB ON FL:CA# 8344 SC:CA#3579 -- SEE PLAN. 51" 2 41 GRADE, -F- 7/7-E, -- SEE PLAN. GRADE OR CONC AT WALLS GREATER THEN 4 SLAB, SEE PLAN.N,, �4' V-F 4'-0" HIGH, NOTIFY E.O.R. ENS4 FOR TEMPORARY A 8" CMU STEM WALL W/ LAYOUT PLAN. SHOWER PAN SLOPES TO DRAIN, SEE ARCH #4 VERTICAL DOWELS @ 24" O.C. SLAB ON NO. STEMWALL REINFORCEMENT GRADE- 4 90* BEND INTO FTG. PLAN. MAI \ITAIN 4" MIN. SLAB THICKNESS. G SEE PLAN F CMU qvn COURSES REINFORCIN #4 DOWEL TO MATCH DO 1 TO 6 #4 VERT. @ 48"O.C. WALL REINFORCING. Ld ONT. CONCRETE FOOTING 44 _j 7 TO 10 #4 VERT. @ 24"O.C. 4L 4 STEMWALL, SEE 1 /S1 .O !14 CONTINUOUS CONCRETE 11 TO 12 , #4 VERT. @ 8"O.C. AR FOOTING Christopher I Sabourin PE 8"x`16" 1-STORY, w/(2)#4 CONT. 3" CLE FL PE#71461 STEMWALLS OVER 6 COURSES TO I HAVE TRUSS TYPE HORIZ. JOINT 10"X20" 2-STORY, w/(3)#4 OR (2)#5 CONT. TYP I r FTE71SIONS DATE REINF. BETWEEN EVERY OTHER 1 OP x2o" COURSE. FILL CELLS SOLID. w/ 2-#5bONT. STEM WALL EDGE AND FOOTING FOOTING W/ SHOWER RESESS �3 GARAGE STEM WALL (SIM. AT PORCH EDGES w/o WALL) (IF REOUIRED) .�01 (IF REQUIRED) "I",1�-O 1 \I,—__1.1 rFIELD ALTERATION ""ll, CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR STEI , SEE ARCH. (4" MAX.) EQUAL TO SLAB THICKNESS. #3 BENT BARS @ 78 @ SLAB RECESS 7 z 18" O.C. w/ 2'-0" U 0 TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. BRICK VENEER IS AND ANCHORAGE PER (WHEN STEP IS GREATER _/V ACCEPTABLE WITHOUT V) CONSTRUCTION SPECS. THAN 20") WALL FRAMING INCREASE OF FOOTING Uj 24" MAX STEP I L SLAB ON 1 DEEP SAWCUT w SLAB ON GRADE, WALL FRAMINGJ SIZE. Uj C) 'A 1 4 LV.7-- -- SEE PLAN. SEE PLAN LAN,--\ 15z I SLAB ON GRADE, ELASTOMERIC SEALAT //_2-#5 CONT. STEP, SEE ARCH. P n1 __4— ------- GRADE, SLAB ON I Uj co GRADE, SEE PLAN. S 4 T NOTES: EE PLAN. '04 1) PROVIDE SAWCUTS TO CREATE APPROXIM4,TE 16' X 16' MAX. SQ. x16" THICKENED 2) SAWCUT CONC. SLAB WITHIN 4 TO w/ 2-#5- CONT. 12 HOURS OF CONIC. PLACEMENT. OPTIONAL 81,X16" 3 01 Z I 1-STORY, w/(2)#5 CONT. 2' FLAIR 8"x20" 8"06" 1 STORY, w/(2)#5 CONT. 2-STORY, w/(2)#5 CONT. 2-STORY, w/(2)#5 CONT. Cz Uj W/(2)#5 CONT. 8"x2O" V) BEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN TALL MONO. FOOTING AT STEP-DOWN //�5 SAW CUT DETAIL r6 7 r4 I�01 SCALE: 3/4" 1'-0" -LO, -LO, o LLJ z TYPICAL WALL FRAMING 2x8 P.T. LEDGER. AND ANCHORAGE PER FASTEN TO STEMWALL POST, SEE PLAN MATCH DOOR CONSTRUCTION SPECS. w/ 5/s" THREADED ROD SET DIRECTLY ON WITH, SEE ARCH RECE EPDXIED 4" MIN. @ 16" D.C. STEMWALL w/ ABU44 SLAB ON d GRADE, DECKING PER SEE PLAN. RCH. P.T. 2x8 SILL PLATE PAVING I SLAB ON BY BUILDER GRADE, ATTACHED w/%" 12"x12" 1#5 CONT. z RODS 0 48" 'DETAIL 10B FOUNDATION SEE PLAN. 771 z--THREADED E.J. O.C. EPDXIED 4" MIN, A 04 4 MATERIAL PLAN STEM WALL & MIME 00 FOOTING SEE Z A SLAB ON 4 DETAIL /S1.01. JOIST SEE PLAN 00 SEE PLAN. BRICK VENEER, 04 SEE ARCH. ALT. FOOTING AT LUS28 SIMPSONJ 04 0 . 0 8" CMU OPEN BOTTOM LINTEL BUILDERS DISCRETION. HANGER .4 4L H3. BLOCK w/ 1-#5 CONTINUOUS THICKENED ED E 3 @ 48" O.C. OR . .... ... DETAIL 10A -#5 CONt. ROD CHAIRS (T�P.) W/ 1 12" 1-STORY, w/(2)#4 CONT. 8" STEMWALL PLAN NAME 00 A w/ 1-#5 ANASTASIA r 16" 2-STORY, wA2)#5 CONT. 4.0 0 1Ox16" CONCRETE_/,/Z @ 48" O.C. DESIGN/DRAWN/CHECKED 6" 6%8" EXTENSION FOR BRICK FOOTING w/2-#5 CS / BTC/LAP .DATE LEDGE ADD 1-#5 CONT. 05.01.15 BRICK LEDGE DETAIL 1HICKENED SLAB SCALE MONOLITHIC EDGE FOOTING PORCH SECTION ASNOTED -�01 LPA No. SCALE: 3/4" 1'-0" SCALE: 3/4" 1'-0" TOLL-15-00169 CONTROL No. 4968 SHEET S 10 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN -------- LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. Ell 8d @ j DESIGNATES 8d COMMONS 0 3" D.C. EDGE & 6" D.C. 'IN THE FIELD' DESIGNATES THE HEADER SIZE AND (2)2x8-1/2 NUMBER OF PLY'S DESINATES NUMBER, HEADER SIZE & JACK/KING MI NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES THE SINGLE PLY HEADER Associates, Inc. 6S-1/1 AND & JACK/KING STUDS NEEDED FOR SUPPORT HEADER., SEE DETAIL 2/SO.O, 420 Osceola Avenue BEAM OR I TRUSS. SEE PLAN jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 ANCHOR LEGEND F L: CA#8344 SC:CA#3579 A307 DIAMETER FULL HEIGHT X THREADED ROD, SEE DETAIL 12/SO.1 A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/SO.1 ENS % A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP C-) No. PLATE, SEE DETAIL 12/SO.1 A307 DIAMETER THREADED ROD OF 4!�7,4 Cq TERMINATES AT FIRST FLOOR TOP 5x6 P.T. SYP#2 PLATE, SEE DETAIL 12/SO.1 SEE 2/SO.1 SEE 3/SO.1 FOR SEE 3/SO.1 FOR ......... BEAM CONN.-\ H� BEAM CONN. SIMPSON HTTS SEE DETAIL15/SO.1 IiI I (2)PLY 16" LVL F(2)2x8 2/2) (2)2x6-1/1 Christopher ) Sabourin PE IL FL PE#71461 SIMPSON DTT2Z SEE DETAIL15/S0.1 Im- - - - 1 �71 1 1 00 K��ISIONS� DATE� BEAM X SIMPSON LTT208 SEE DETAIL15/SO.1 FASTEN TOP JOF X :14 04 WALL PER 5/SO. I. 04 12" LONG LIGHT GAUGE STRAP LSTA1 2 FASTEN TO TOP PLATE AND STUD NTH 5-10d COMMONS WALL STUD SCHEDULE (2)2x8 MINIMUM PLANK 1 '0 1 ORIENTED HEADER OVER GO LOCATION PLATE STUD SIZE SLIDIN X HEIGHT & SPACING > G GLASS DOOR, FASTEN E: - - - - - - - N POST 4x4 P.T. SYP#2 EXTERIOR _j F-L 2x4 SPF#2 0 16' D.C. FIELD ALTERATION TO JACKS EACH EACH END X L __O&g 04 SEE 2/SO.1 MAX C14 10,-1 2x6 SPF#2 0 16" D.C. CONTRACTOR SHALL CONTACT LOU W/ (2)A35. SEE 1/S1.1 I IFI EXTERIOR X SHEATHING MAX 2x4 SPF#2 012- O.C. POW C30 B ASSOCIATES PRIOR TO IC cli MAKING ANY STRUCTURAL FIELD ]A - - - EXTERIOR O!_1 TO OC MODIFICATIONS WHICH MAY VARY 0- = = = I FROM THE INTENT OF THE ORIGINAL N UL--- 2x6 SPF#2 0 1E . . ___�2T2XS INTERIOR 10,-0 20 SPF#2 0 16* O.C. CONSTRUCTION DOCUMENTS.ANY C14 FIELD ALTERNATIONS MADE PPJOR TO MAX I BEING APPROVED BY LOU PONTK30 a INTERIOR 12'-0" 2x6 SPF#2 0 16" D.C. ASSOCIATES MAY RESULT IN - - - - - - - - - - - - - - - I MAX 2x4 SPF#2 0 12" D.C. ADDITIONAL ENGINEERING OR w Am NOM X JI STUD TO TOP PLATE: SDWC1560d 48" O.C. 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS rABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET SEE 3/SO.1 FOR r ------------------------------------- J��(�2)2xrz>-1/�l ARCHITECTURAL REQUIREMENTS. BEAM CONN.-\ Qy"zzl d T V [OLE PLATE ANCHORS 0 24"O.C. 2)2x8 YELLOW PINE. 3Y2%7" 1.8E 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES, X PARALLAM PSL 5,) FASTEN BOTTOM PLATE OF INTERIOR LOAD SEARING WALLS IN 0- POST 04 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16' D.C. I CL MINIMUM. SEE 3/SO.O FOR ADDITONAL ANCHORS AT SHEARWALLS LLJ 4- 0 0 X LrI �_ (D COMBINED USE PANEL NOTES 04 N F L LO I 5 0 1. EXTERIOR WALL SHEATHING SHALL BE co > lm� ( ) 0 � I 0 F_ CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST m In < En TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING Lj OSB WALL ((2)2xlO-2/1 -TRU!j�, FG.Q2_ABC_VF SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Uj Uj 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. @ U) @ 12" @ 1�;&C. SHEATHING !fig 7 Ld 0 �(3)2x4 SPF#2 3. UPPER MOST TOP PLATE SUPPORTING ROOF I > MEMBERS SHALL BE STRAPPED AS SHOWN IN Of 0 J,J,�AOE POST. 1 0- DETAIL 1/SO.O Z C14 S--TUD TO TOP PLATE: 0 < 0 JFV, I VERY IMPORTANT NOTE: 4. INSTALL SOLE PLATE ANCHORS PER DETAIL FASTEN TOP 6x6 POST WITH ABU66 w/ 3/SO.O ISDWC15600 0 48" O.C. t - - - - - - - - X OF WALL PER L Uj 5VS" THREADED ROD RAISED HEADER-N 5/SO.1. (2)2x8-1/1 GENERAL NOTES L EPDXIED 12". SEE 3/SO.2 '2FR8 F[-\ 77712VIW7 ,71171111111111,13VIII z FASTEN TOP I 7,111 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. 00 OF WALL PER I P:: SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, 5/SO.1. PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER C\J 0 X - I PLIES. C14 X X 'D cli 11 2. SEE SHEET SO.0 FOR ROOF AND FLOOR 00 SHEATHING SPECIFICATIONS. G 0 RUN SHEAT (A z 10 z 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE CONTINUOUS T FLOOR TRUSS TO 2nd :z PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES I / 'D I OSB WALL z I OSB WALL TOGETHER PER DETAIL 6/SO.O LEVEL TOP PLATE 3: 00 �13 I 1 1, /--SHEATHING 00 L 11 S HEATHING U) V) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O > 6. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 0 11 (3)2x6 SPF#2 I I ATTACHMENT, PER DETAIL 5/SO.1 A' 1 1 rPOST. I I U I L------------ S. FOR ATTACHMENT OF EXTERIOR WALLS THAT 4---H VERY IMPORTANT NOTE: TERMINATE BETWEEN TRUSSES. SEE 6A/SO.l 6x6 POST WITH ABU66 w/ 9. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING F(2)2x8-1/1� F(2)2x 1 8-1/1 (2)2x8-1/1 F(2)2x6-1/1 H 13_�_ 5V8" THREAED ROD AND HOLD DOWNS EPDXIED 127. SEE 3/SO,2 CS-18 STRAPPING DETAIL CS18 STRAP wl 10" END LENGTH. FASTEN IST FLOOR + �ZS END w/ 9-10d. DOUBLE FMMING TOP PLATE. WALL FRAMING-/ 2-ROWS OF 16d PLAN @ 9" O.C. \,,,� CRIPPLE STUDS \-NO NAILS REQUIRED FLOOR IN CLEAR SPAN @ 16" D.C. TRUSSES OR JOIST. 00 NOT SCALE DIMENSIONS FROM THESE DRAWINGS. F A DIMENSION IS IF (2)2x8 PLATES -------" UNCLEAR REFER TO THE WALL ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. (2)2xl 0 STRAP w/ too PLAN NAME LENGTH. FASTEN ANASTASIA 3-1 Od TOENAILS THIS END w/ 9-10d. r CSla END 2-ROWS OF SIMPSON (2)2X8 MINIMUM PLANK FIRST LEVEL WALL FRAMING PLAN SOLb PLATE ANCHOR SPACING SCHD DESIGN/DRAWN/CHECKED 15600 SDWC SCREWS ORIENTED HEADER OVER CS / B /LAP @ 12" O.C. STAGGERED. SLIDING GLASS DOOR, FASTEN SCALE: 1/4" 1'-0" ALL EX "ERIOR WALL 48" O.C. DATE TO JACKS EACH EACH END UNLESS OTHER NOTED 05.01.15 SCALE W/(1)A35 SHEARWALLS 24" O.C, ASNOTED (SW BdCY/15") LPA No. HEADER SECTION PLT 0 L4 MEN NOTED ON PLAN TOLL-15-00169 r�__Sou SEE NOTE 2 CONTROL No. 1. IN,TALL SOLE PLATE ANCHORS PER DETAIL 4968 3/SO.O SHEET 2, ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT 0 36" = 36" ON-CENTER SPACING SM SYMBOLS LEGEND :D HTS1 6 1 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 M& 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CUPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSSAssociates, Inc. FASTENING DETAILS 420 Osceola Avenue jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 F L:CA#8344 SC:CA#3579 T )SS LAYOUT E IN RL % REVISION CQJ 2x4 10'-LONG 2x4 10'-LONG ATT F '.0 STRUCTURAL FASCIA. 2 STRUCTURAL �p �0 FASCIA. FASTEN TO 4 o .2 FASTEN TO EA RAFTER-\ STUD DIRECTLY ...... '*"', SSION EA RAFTER w/A34. TOP PLATE TO W TRUSS BELO w/A34. I-1/ZZ SIMPSON SDWC rTE�ISIONS DATE� 'L T�Uss 061515 MY/ Rafter to Top Plate shown _V1ZAUN — 71 LIB Truss to Top Plate similar 2 Optimal SO.1 10, 0' X PORCH CEILING OSB SEE 2/S0.1 FIELD ALTERATION OWN// IL, 1 11 "1. 1 1/ - �� I CONTRACTOR SHALL CONTACT LOU ID D I==RECSTSLY OW TRU Top P TE To SDWC15600 STUD SDWC 15C STUD DIRECTLI] PONT Go a ASSOCIATES PRIOR TO &LOW TRUSS MAKING ANY STRUCTURAL FIELD Ex rm ON/ P//// MODIFICATIONS WHICH MAY VARY u 4_T__ -PORCH CEILING OSB )Cmax FROM THE INTENT OF THE ORIGINAL 111T11 f CONSTRUCTION DOCUMENTS,ANY _E 2/S0.1 FIE ALTFRNATIONSMADEPRIORTO BEING APPROVED BY LOU PONTIGO a TOP PLATE TO ASSOOATES MAY RESULT IN 2x6 SYP#2 FLDOR JOISTS @ rr 1^2 1 ffil/// F//// I SDWC15600 z 24"O.C. FASTEN EA END w/ STUD SDWC15600 ADDITIONAL ENGINEERING OR �.2 - - - - - - - - IT] 5-10d TDE NAILS 2x6 2x8 LEDGER FASTEN --V\— ).C. F�STEN -roof rafters may be sloped up to and including AFTERS @ 24"( TO STU S w/6-10d 1. Sloped On a 12:12 pitch and must be "birdsmouth* cut. a. CL a. A END W/5-' Od ra. 0. COMMONS. c,(2)H TS1 6 a. 0. a. I IL z IF 2. Reference detail 4 for installation instructions. SIMPSO 4 SDWC INSTALLATION RANGE 7 EA7 U (L LO CO r12 h I bib FII III I ... ... .. .. ... - — I I \ — Uj 4 1 SO.2 Ej(_ 0 -�2)11 S16 ii, - 2)HTS16 2x6 LEDGER INSTALLED ETO Uj L-LL r7 FG02 THi H26-31 QVERIISHEATHING U LIJ 0 [LAI - -5T r iD4 F__F1_, _>--_FASTEN W/2-1 Od ,& 17 VI MSH422 2-)/4" �4" LAC SCREWS. FTO 05T 10M� F mSH422 5-157 DIRECT 0 FTO (2)2x6 SYP#2 FA��UIA 6 S Will 11 LONG FASTEN TO SDWC15600 I _-(2)2X8 RAISED ===;f = MSH422 RAFTERS w/A35 ANGLE r/ LU i I /HEADER. ail FTO Reference detail 2a for installation angle limit V LL 05 00 Ln 1 � 1 El MSH422 HD41 EJ 4 FTO DOUBLE RAFTER ZMT MTS1 2 2 ') 1 11 --- - ASH422 D46 Rafter to Top Plate shown Sim. FTO I (Truss to Top Plate similar) r 77 A 1 I W MSH422 HID FTO SHEATH UPPER WALL z THRU LOWER ROOF TO (ep, STUD NOT DIRECTLI 11 9 F-Y- - US24 FT0. FLOOR TRUSS BELOW /-DOUBLE RAFTER MSH422 HD46 3 2x6 7'-LONG SYP#2 RAFTER TRAIL MSH422 HD46 (2)2x6 SYP#2 FASCIA 8' Do not install SOWC in .7 M hatched area SCAB TO TRUSS FTO: LONG FASTEN TO 0 vv/2-ROWS OF 10d 04 C14 C, CM N C14 04 r- MSH422 HD46 RAFTERS w/A35 ANGLE DWC15600 C14 (N 0 21 2) 0 0 C3 Q 0 0 0 S tz tZ E P GO 0 6" O.C. P u_ tz u_ U u_ U_ Ll u_ u_ u_ u_ u_ U. U U. -_ I.Z-- - C� WI ail]A, I; an Icil-r I '�t E L �Dve�Cmg 1 1/2' MIN ih KWO2 x LL 2- MAX ]-T--]Lj 1 11 �13 11 OVER SHLATHING FASTEN FLOOR TRUSS \-(2)HTS16 FASTEN W/2-10d & SHEATH UPPER WALLI KWO1 TO TOP PLATE W/ 2-Y4"x4" .1AG SCREWS. SDWC,INSTALLATION RANGE THRU LOWER ROOF TO SDWC SCREW @ 32" O.C. 2x6 7'-LONG SYP#21 WALL BELOW RAFTER TRAIL. FLOOR AND SCAB TO TRUSS ROOF TRUSS w/2-ROWS OF 10d Truss Connector Total List @ 6" O.C. V minimum edge ,�Rafter or Truss PLACEMENT Manuf Product Qty distance for full I values (with or Splice may be in upper or PLAN TRUSS ROOF RAFTER NOTES: STRAPPING NOTES USP MSH422 9 without a plate lower plate STRAP TRUSSES AND ROOF RAFTERS TO BEARING USP JUS24 4 Splice) DO NOT SCALE DIMENSIONS FROM WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 USP THD26 4 THESE DRAWINGS.IF A DIMENSION IS SCREW UNLESS OTHERWISE NOTED UNCLEAR REFER TO THE �ITO RAL A INGS�OP C C C� T 0 R USP THD46 13 X* from top plate NTTUA TDPE EW Splice Offset USP THDH26-3 1 for full values STUD NOT DIRECT] IBELOW TRUSS PLAN NAME r ANASTASIA FLOOR AND ROOF TRUSS PLACEMI NT PLAN DESIGN/DRAWN/CHECKED CS / BTC/LAP SCALE: N.T.S. DATE SDWC AT TOP PLATE SPLICE 05.01.15 NOTE: SCALE 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND AS NOTED UPLIFT CONNECTOR, SEE PLAN. EPA No. TOLL-15-00169 CONTROL No. 4968 SHEET S12 A TRUSS LAYOUT REVISION F7� nil �(2)M 1/1 Ej SHEATH UPPER WALL THRU LOWER ROOF TO STU TO TOP PLATE: OW ' 15600 FASTEN IWALL FtA ;N BOTTOM OF L C5 FLOOR TRUSS BELOW. P 9/So. SI @ 48" O.C\\ PER 9/SO.2 R 8/SO.2 S il Ld CL U) --A-] 0 < m C5 0 00 m CS18 @ BOTTOM OF STUD @ WHERE NOTED. SEE DETAIL 0 AT BOTTOM RIGHT OF PACE. 0 00 m SHEATH UPPER WALL I I V) z THRIJ LOWER ROOF w 4�LL LOW. x TO W, BE N U) < 1 00 00 00 00 I V) U) L) al )2x8-1/2 SE-COND LEVEL WALL FRAMING P N SCALE: 1/4" SYMBOLS LEGEND 7� 2x4 RAFTERS HTS1 6 DESIGNATES UPLIFT CONNECTION. nil 24: O.C. FRAMING 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET 90-0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (J)SDWC CONNECTOR. li7 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET =. 4. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CUPS D AG NA 2x4 X-BRACING @ Associat s, Inc. C-O"O.C. FASTEN TRUSS \—SDWC15600 @ EA RAFTER 420 Osceola Avenue EA. END W/5-10d FASTENING DETAILS jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 4- FL: CA# 8344 SO CA#3579 2x4 SPF#2 out @ 16"O.C. ...!... k ENS % Q f No. 3 3 'k 1 0 DIRECTLY D==DIREUCSTSLY OW T TOP PLATE TO TRUSS WC ANCHOR WALLS TO FRAMING W/ SDWC OR MTS12V SUK110DUO STUD SDWC15600 Christopher I Sabourin PE AT 32" O.C. WHEN OVERFRAMING FALSE DORMER FL PE#71461 OVER ROOF TRUSSES PROVIDE 2x4 BLOCKING BETWEEN TRUSSES @ 16" O.C. FASTEN BLOCKING TRUSS TIE DOWN WITH SIMPSON SDWC 10'��ISIONS DATE EACH END wl 4-16d TOENAILS. ROOF SHEATHING TRUSS 06.15.14 ALL EXTEND CONTINUOUS & DORMER SHALL BE REVISION SH Rafter to Top Plate shown BUILT ON TOP OF ROOF STRUCTURE. Truss to Top Plate similar Optimal 22)T DORMER ROOF FRAMING 10, '\�_4 30' FIELD ALTEPATION I FF_ CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY1 PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD 11BELOW TRUSS MODIFICATIONS WHICH MAY VARY Y2*MOX FROM THE INTENT OF THE ORIGINAL CONSTPUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E SDWC15600- TOP PLATE TO ASSOCIATES MAY RESULT IN \_STUD SDWC15600 ADDITIONAL ENGINEERING OR SIA) 4 TRUSS LAYOUT REVISION Note: 1. Sloped-roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth' cut. 2. Reference detail 4 for installation instructions. 4__ ---------------------------------------------- ------- SIMPSON SDWC INSTALLATION RANGE z UJ UJ j Uj U 2x4x6'-O" LONG @ 2x4x6'-O" LONG @ n I H . 1 48" O.C. AT BOTTOM T. z 48" O.C. AT BOTTOM /= I — < CHORD OF TRUSS.- ,,'CHORD OF TRUSS. FASTEN w/2-10d. FASTEN w/2-10d. STUD NOT DIRECTL 0 Z 1QELnW TRUSS SDWC15600 Truss Connector Total List Note: Reference detail 2a for installation angle limit Uj Manuf Product Qty USP MSH422 9 SDWC INSTALLATION USP JUS24 4 Rafter to Top Plate shown USP THD26 4 (Truss to Top Plate similar) USP THD46 13 ILIJ 0 USP THDH26-3 1 z IN =UD NOT DIRECTL E LOW U= SS T T SDWC15600 2x4 DIAGONAL BRACE 2x4 DIAGONAL BRACE @ 24" O.C. FROM TOP Do not install SDWC in @ 24" O.C. FROM TOP 1�\ PLATE OF WALL TO hatched area PLATE OF WALL TO-/ 0 0 TRUSS TOP CHORD. TRUSS TOP CHORD. SDWC15600 FASTEN EA. END CV) co cl W LO U) LO In to LIM FASTEN EA. END I U (0 W (0 w/3-10d TOENAILS. P—] P F- F- MIN co 1 1 0 PAP 1: -1 (0 1 F9 ID �0,,�ong w/3-10d TOENAILS. ]CO I , j;2 — FIC,21 FCP ;2 P �2_ 1 � I , 1 9 P 1 1/2 lh=� 11 111 1 11 1 11 IMM=MZA tail III X 2 SDWC INSTALLATION RANGE <* TRUSS ,�--Rofter or Truss PLACEMENT TRUSS/ ROOF RAFTER NOTES: STRAPPING N TIES V minimum edge V I distance for full PLAN values (with or Splice may be in upper or STRAP TRUSSES AND ROOF RAFTERS TO BEAR NG without a plate lower plate WITH 2-12D TOENAILS & 1-SIMPSON SDWC156DO Splice) SCREW UNLESS OTHERWISE NOTED DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. F A DIMENSION IS IF UNCLEAR REFER TO THE ARCHITECTURAL DRAWINrS OR AC from top plate CONTACT THE E.OR sprIce Offset for full values PLAN NAME r ANASTASIA ROOF TRUSS PLACEMENT PL N DESIGN/DRAWN/CHECKED CS / TC/LAP SCALE: N.T.S. DATE SDWC AT TOP PLATE SPLICE 05.01.15 NOTE: SCALE 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAIL3 AND AS NOTED UPLIFT CONNECTOR, SEE PLAN. LPA No. TOLL-15-00169 CONTROL No. 4968 SHEET S104 mq"hcs >— PLY, INC. Ch. 4627 JP HALL BLVD. SUITE 208 C> GREEN COVE SPRINGS, FL 32C43 0: gC34.297.939E F F: 904.529. 1 406 LU BEARING HE113HTS 9 1 1 /B 1 0'- 1 1 /B" ..�='I. Q T.W� 2" I E3' - E5 SECOND FLOOR LAYOUT THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. SCALE: NTS These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer.See individual design sheets for each truss design identified on the placement drawing.The building ... designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure.The design of the truss suppo structure n ud ng eaders, beams,walls,and columns Is the responsibility of the building designer. For general guidance regarding bracing,consult"Bracing of Wood jo Trusses"available from the Truss Plate Institute,583 D'OnIftio Drive; Madison, m.g. -- W1 53179. ATTENTION. Refer to truss layout and engineering 2 1, documents that arrive with delivered field trusses. Unless noted otherwlas�all beams are t CLIENT TOLL BROTHERS by others. t ATLANTIC BEACH Qi SUBDIVISION HERITACE MODEL ANASTASIA T. I I ELEVATION COASTAL q �1 nq 4 DRAWN B LOT # RAS 3ZIE 5 FIRST FLOOR LAYOUT DATE T- SCALE: NTS i -o� 1 06/1 1 /201S 093 -:!� -'# 1 57 3 0 OPLY, INC. Ch. 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1 406 LU BEARING HE113HTS 4- 9 1- 1 1 /B 1 0'- 1 1 /B" Tgs Con or.Tota1.Lt on., 1, THD20 19 1 — 711 I E3' E5 11 SECOND FLOOR LAYOUT THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. SCALE: NTS These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer.See individual design sheets for each truss design identified on the placement drawing.The building ... designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall 21 structure.The design of the truss suppo structure n ud ng eaders, beams,walls,and columns Is the responsibility of the building designer. For general guidance regarding bracing,consult"Bracing of Wood russes"available from the Truss Plate institute,583 D'OnIftio Drive; Madison, W1 53179. F ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field busses. Unless noted otherwise,all beams are by others. l�T Y CLIENT TOLL BROTHERS Con;.clo.,.Total-Li.t ATLANTIC BEACH F. ss SUBDIVISION unul alty HERITACE a P MSH422' 9 F - -SP JUS24 4 SP THD26 4 MODEL ANASTASIA USP THD� 13 USP HDH2&3 1 ELEVATION COASTAL LOT # DRAWN B RAS To FIRST FLOOR LAYOUT DATE SCALE: NTS 06/1 1 /201 S1 093