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1702 ATLANTIC BEACH DR - NEW HOME DRAWINGSA TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln U e OF F4 CD N 12/02/15 cal {4 CEJ 6L1 Ir 111E C A P Ir I"V.A R963 9ce 00 SNµ OVAN G. DRUMMOND, AIA AR 96399 Z LL_ ® Z Z < ~ W a 0 _ El LU Joe � 5- me Z m ABBREVIATIONS 00 LU 0 LIST OF DRAWINGS GRAPHICS # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER a00 a w PARTIAL SECTION INTERIOR ELEVATION & AND FLR. FLOOR SQUARE INCH 03 � 0 C1 Cover Sheet - Index of Drawings a w o z GN1 General Notes DETAIL NUMBER DETAIL NUMBER = EQUAL FND. FOUNDATION PSL PARALLEL STRAND LU = @ AT F.P. FIREPLACE LUMBER Q > 0 ___ DRAWING NUMBER ___ DRAWING NUMBER O ® SLAB LAYOUTS A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM w o W ABV. ABOVE FT. FEET P.T. PRESSURE TREATED Z _ _ BUILDING SECTION DETAIL CALL-OUT ® 00 1 F- AD]. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD Cj 0 o a z tp A1.18 Slab Layout for Classic DETAIL NUMBER DETAIL NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER • o ® W A1.N Slab Layout Notes Schedules and Details ___ - --- ___ DRAWING NUMBER ___ DRAWING NUMBER o H LU ve cn y A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD o > o AHU AIR HANDLER UNIT GAL GALLON x w O FLOOR PLANS ALT. ALTERNATE G.A. GAUGE R RISER ® � z CEILING HEIGHT CHANGE ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR LU = o GFI GROUND FAULT RAD. RADIUS '� Q LU A2.18 First Floor Plan And Notes for Classic CENTER LINE B.B.Q. BARBECUE INTERRUPTER REF. REFRIGERATOR U zit BD. BOARD GL GLASS REINF. REINFORCING o SPANISH TILE B.F.F. BELOW FINISH FLOOR � A w � 2 cn A3.18 Second Floor Plan And Notes for Classic ELEVATION MARKER G.W.B. GYPSUM WALL BOARD RM. ROOM � a LUo A3.N Floor Plan Notes, Schedules and Details SHAKE SIDING BOTf. BOTTOM R.O. ROUGH OPENING '4 w SLAB RECESS BR. BRICK H HIGH RQD. REQUIRED ~" p A = a w SIDING BKFST. BREAKFAST HB HOSE BIBB R & SH ROD & SHELF 00 ® FRAME BEARING WALL BRICK CALC. CALCULATIONS HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL Oa EXTERIOR ELEVATIONS LP N z J INTERIOR WALL (NON-BEARING STUCCO FINISH C.J. CONTROL JOINT HGT. / HT. HEIGHT o �, = o a 0 ) CL CENTER LINE HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET o A5.18 Front & Side and Elevations And Notes for Classic ® CMU MASONRY WALL 0 EARTH CLG CEILING SGL SINGLE ne>- CMU CONCRETE MASONRY UNIT INSUL INSULATION SHT. SHEET o 0 A5.1.18 Rear & Side Elevations and Roof Slope Plan for Classic ® GABLE END WALL INSULATION C.O. CLEAN OUT INT. INTERIOR SH. SHELF LU o U FRAMED KNEEWALL DECORATIVE STONE COL. COLUMN I.L.O. IN LIEU OF SHWR. SHOWER a U o A5.2.18 Exterior Elevation Details for Classic COMP. COMPRESSOR SL. SLIDER ® ® c�i, DROPPED SOFFIT 0 PRE-CAST LINTEL/ HEADER CONC. CONCRETE KS KNEE SPACE SPECS SPECIFICATIONS DRAWN BY LU a °C BUILDING SECTIONS CONT. CONTINUOUS S.P.F. SPRUCE PINE FIR LU S. PROFFITT v � m L LONG SPRG. PT. SPRING POINT z o DB. DOOR BELL LAV LAVATORY STD. STANDARD CHECKED BY V ¢ A7.18 Building And Balcony Sections for Classic DOUBLE LDR'i LAUNDRY STL. STEEL LU w DR & SH, LIN LINEN STOR. STORAGE S.VANCLEAVE 15 a DOUBLE ROD AND SHELF LT LAUNDRY TUB DIFFUSER LAYOUTS DECO. DECORATIVE SCALE mQw> T TOP 22X34 = SCALE AS NOTED DET. DETAIL M.B. MASTER BATH T&G TONGUE & GROOVE 00 -1 0 ® Q First Floor Diffuser Layout for Classic DIA. DIAMETER MAX MAXIMUM TEMP. TEMPERED 11X17 = 1/2 NOTED SCALE 0 = M1.18 DIM. DIMENSION LLUv' M.C. MEDICINE CABINET THK. THICK DN DOWN MFR. MANUFACTURER T.O. TOP OF SHEET DATE o M2.18 Second Floor Diffuser Layout for Classic DR. DOOR MIL. MILLIMETER T.O.B.B. TOP OF BOND BEAM DS. DOWNSPOUT MIN. MINIMUM TR. TREAD 08-13-15 <� ELECTRICAL LAYOUTS D.S.S. DENSE SELECT STRUCTURAL MIRK. MIRROR IRAN. TRANSOM SHEET REVISION INFO o ® DW DISHWASHER M!_IDG. MOLDING TYP. TYPICAL = m U DWG. DRAWING M.P.H. MILES PER HOUR 0 U) E1.18 First Floor Electrical Layout for Classic MT METAL THRESHOLD UC UNDER COUNTER 0 LU ® � E EGRESS E2.18 Second Floor Electrical Layout for Provincial E.E. EACH END U.N.O. UNLESS NOTED <t � c~n � E W N.T.S. NOT TO SCALE OTHERWISE m m U EN Electrical Schedules & Notes EACH WAY LU = ® w EL. ELECTRICAL O.A. OVERALL SET REVISION INFO ® ELEVATION O.C. ON CENTER VERT VER®CAARRIER STANDARD NOTES & DETAILS ELEC. C) U J w ENCL. ENCLOSURE 0•H. OVERHEAD V.T.R. VENT THROUGH ROOF W z U � D3 Standard Notes & Details ENG. ENGINEERED OPT. OPTIONAL) Q "' o D7 Standard Notes & Details EQUIP EQUIPMENT W WIDE z ® > z D8 Standard Notes & Details OPNG. OPENING ~ ® � EXT. EXTERIOR OSB ORIENTED STRAND BOARD W/ WITH � V w o W.C. WATER CLOSET g z c� v, PED. PEDESTAL SINK WD. WOOD SHEET DESCRIPTION LU U, POLY POLYVINYL WDW. WINDOW ~ � LU o P.S.F. POUNDS PER W.I.C. . WALK-IN CLOSET z w E SQUARE FOOT WP GFI WATERPROOF GFI Cm CeZHOUSE ELEVATION ABBREVIATIONS W.W.M. WELDED WIRE MESH COVER LU 0 a ® W.W.F. WELDED WIRE FABRIC LU U z z = 0 DESIGN CRITERIA ABBREVIATION FULL NAME ELEVATION CODE SHEET LU c? _1 Q MAN. MANOR 03 LU = z U) WIL. WILLIAMSBURG 07 PROJECT NAME o TWO STORY - FRAME SINGLE FAMILY RESIDENCE - GROUP R3 PRO. PROVINCIAL 08 Ce Q 0 Z BUILDING TYPE: V - B cHA. CHATEAU o9 ATLANTIC BEACH o ® � LU VER. VERSAILLES 10 ~ m DESIGN BASED ON FLORIDA BUILDING CODE RISK CATEGORY: II CLA. CLASSIC 18 HERITAGE W U= MED. MEDITERRANEAN 19 LU 5TH EDITION (2014) WIND DESIGN BASED ON ASCE 7 DUVAL COUNTY E ® 2� TRA. TRADITIONAL 20 to 2, ® = ; F.B.C. 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH cou. COUNTRY MANOR 21 LOT/BLOCK 81 z ~ HER. HERITAGE 22 Z ® z F.B.C. 5TH EDITION (2014) MECHANICAL_ NOMINAL DESIGN WIND SPEED = 101 MPH CMN. CIMARRON 28 TBI NUMBER 81 z o ® F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE _ B MSN. MISSION 30 MODEL CTT. CRAFTSMAN 31 U) � W Q F.B.C. 5TH EDITION (2014) ENERGY ENCLOSED BUILDING SCL. SPANISH COLONIAL 32 z > BOR. BORDEAUX 33 CAPTIVA W CONSERVATION W o z INTERNAL PRESSURE COEF. +. 18/-. 18 BRO. BROUGHAM 39 LU u W < F.B.C. 5TH EDITION (2014) FUEL GAS REN. RENAISSANCE 40 W ELEVATION NAME � W F.B.C. 5TH EDITION (2014) ACCESSIBILITY FOR WINDOWS & DOORS SEE FLOOR VIE. VIENNA 41 (n ALL E ce w PLAN FOR ACTUAL PRESSURES TUS. TUSCAN 44 Q = NATIONAL ELECTRIC CODE 2011 NFPA 70 C] CLS. CALAIS 46 Z = z � N.F.P.A. 101 2014 I DRAWING AND DESIGN IS VALID . ITA• ITALIANATE 57 z ~ w FOR 12 MONTHS AFTER THE DATE IT Imo, ITALIAN VILLA s8 `Z SHEET NUMBER ASCE 7-10 : MINIMUM DESIGN LOADS IS SIGNED AND SEALED OR WHILE SHN. SHINGLE 62 _ Wm 0 ZLu E U FEMA RULES & REGULATIONS CURRENT CODE IS VALID PBC. PALM BEACH 80 I-- LU LU m w CRB. CARIBBEAN 81 _ I-., z J U CST. COASTAL 82 (D 63 j 0 0 0 ERIAL NUMBER 1010.1 BTN. BOCA RATON 89 ~'' n TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION TOTHE AWINGi COMPLIES rrH THEE,TLICABL MINIMUM THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING WITH SPECIFIED ¢DN BELOW. LOADS CODE IN EFFE A OF ER AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE F els ;n Z SECTION R318 PROTECTION AGAINST TERMI ES AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE TERMITE PROTECTION SHALL BE PROVIDED Y REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT N '~ OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE cn' PESTICIDES, BAITING SYSTEMS, AND PESTIC DES APPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE PSE O,Q� 'k w OF TERMITE PROTECTION LABELED FOR USE PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL �, = SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. Q 4ijAb ® PROTECTIVE TREATMENT A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND ce SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES ALL BRACING MEMBERS DEPARTMENT BY THE LICENSED PEST CONTR L COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: GYPSUM WALLBOARD A 6399 ce ca r J THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. d J TERMITES. TREATMENT IS IN ACCORDANCE ITH RULES AND LAWS ESTABLISHED BY THE FLORIDA PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL o ® DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE FREp AS� ; PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. 0VAN G DRt1MM0igD,AIA NOTE: AR 96399 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. OR BORA-CARE" PRODUCT METHODS UST BE DETERMINED AT PERMIT STAGE AND PRODUCT z U- 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY ® ® APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY z ® 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. ¢ cn 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 z w OF THESE WALLS, 0 ® :j! = OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. NON-BEARING INTERIOR PARTITIONS L C); ®2. 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX, q_ r„ o 011 a oe STRUCTURAL NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" ® w m CAST IN PLACE CONCRETE 0/C WITH SINGLE TOP AND BOTTOM PLATE. a w 00 00 M ® � ® 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES GLASS BLOCK a a o w wj ne ® A SLUMP OF 5 1. MISSED J BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2 DIA. EPDXY ANCHORS o z WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS E , ❑ w = m 2. ALL REINFORCING STEEL SHALL BE NEW D MESTIC DEFORMED BILLET STEEL CONFORMING TO RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRIPS TO BE PLACED PER MFG, SPECS. O Q o > ® ASTM A-615 GRADE 60. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. ❑ ® � w 3. WELDED WIRE FABRIC SHALL CONFORM T ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6" 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE Q� w o ® ® z AND CONTAIN AT LEAST ONE CROSS WIRE WI HIN THE 6". FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR AND INSTALL A 36 LONG #5 BAR INTO THE EPDXY FILLED HOLE, USE A TWO PARTv' BUILDING IDENTIFICATION OoI o z = �- PER PLAN WHEN FIBERMESH IS USED ILO WW A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET" EPDXY ) MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE 00 ❑ ¢ ~" z THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH N ® 5a ® POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE "1 Lu M USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO L. L. o w z 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. MANUFACTURER'S SPECIFICATIONS THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. PROPERTY. SAID NUMBERS SHALL BE A MINIMUM OF 4 TALL AND 1/2 THICK AND CONTRAST WITH �- ® > ® L, ' THEIR BACKGROUND. x ❑ > w � 5. HORIZONTAL FOOTING BARS SHALL BE BENT 25 AROUND CORNERS OR CORNER BARS WITH A 3. FOR MORTAR JOINTS LESS THAN 1/4" PROVIDE(1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF a, ® un ® ® 25" LAP SHALL BE PROVIDED. THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO - Lu _ ® 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO w Q v 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON Z w ® 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM. 1 LI I .L FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL cc W z MTSM16 TWIST STRAP W/ (4) /a X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS PLYWOOD PANELS. U `n ¢ 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR B RRIER. 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 <C a Lu z SEALED UNDER SLAB ON GRADE. BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDSCONTACT ARCHITECT OF RECORD FOR SUBSTITUTION. . a A 9. FOR SLAB ON GRADE, PROVIDE 4" CONC. LAB W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED A z MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH OUTDOOR KITCHENS AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4 x LU z LU STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLEQ' a� x ¢ MAY BE USED ILO WWM, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE . ~ ce ® FBCR 2010 R506.2.5). LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE Oa110 ® ® RESIDENTIAL FLOOR UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR LU " J 10. WHEN THREE OR MORE BARS ARE REQ-D., THE BARS SHALL BE HELD IN PLACE AND 40 PSF GRILLS OR COOKTOPS. F- ® ¢ ALIGNMENT BY TRANSVERSE BARS OR "CHAI S" SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS 0 STAIRS 40 PSF ANCHORAGE ce ~ ® REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF r METAL AND WIRE LATH: ® 0- J ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE &OIL& ATTIC WITH STORAGE 20 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. Vcc m SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF Is � ® z CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL ¢ ac 0 STRINGERS. DOWELS FOR COLUMNS & FILLEE 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 CL z ® w ADDITIONAL CROSS- REINFORCING TIED TO OOTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY ¢ C.Y- ce WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE STRENGTH 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT U u m DRAWINGS: @ 28 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 4 INCH AND 6-4z o FTGS, WALLS, COLUMNS, BEAMS, S REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 BS: 40 DIA. OR 25" MIN. BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LOH SHALL BE CHECKED BY ce (n FILLED CELL & MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN. ALL REINFORCING BARS ASTM A615-60 60 000 PSI ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. A. BARLEY Lu w TEMPERATURE REINFORCING: 20 DIA. OR 1'-0" MIN. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN _ � ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI j INCH IN DIAMETER. WELDED WIRE MESH: 8" LAP SCALE ® � � POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF m a > MASONRY WALL CONST. FIBERS PER CUBIC YARD MIRRORS J o J CONCRETE ASTM C90-01 STANDARD WEIGHT UNITS fm=1500 PSI MORTAR TYPE "S" 1800 PSI MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. 0 -' 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT GRADE N TYPE 2 CONFORMING ® _ TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm�= 1500 PSI). MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED Lu cn UNITS: DURING CONSTRUCTION p cn 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. H.V.A.C. NOTES SHEET DATE STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36 000 PSI U.N.O SHOP AND FIELD � v o 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: ce AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8 TO 11". STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION a 4. VERTICAL REINFORCEMENT SHALL BE AS TED ON THE DRAWINGS WITH THE CELLS FILLED WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. N0. 2 SOUTHERN YELLOW PINE (19% M.C.) MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR, SHEET REVISION INFO oo WITH COARSE GROUT. FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE Lu m 0 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND ATA FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. t- ® � MAXIMUM SPACING OF 192 BAR DIAMETERS. EINFORCEMENT SHALL BE PLACED IN THE CENTER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. ® L ® u) OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB ¢ w 1-4 6. REINFORCING STEEL SHALL BE LAPPED A INIMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb 2900 PSI (2.OE) ELECTRICAL NOTES m m � OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. 7. GROUT STOPS SHALL BE PROVIDED BELO BOND BEAM. PLASTIC SCREEN METAL LATH STRIP ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR Lu ¢ ® ® ' WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS, M � o w OR CAVITY CAPS MAY BE USED TO PREVENT T E FLOW GROUT INTO CELLS BELOW, THE USE OF TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL SET REVISION INFO w FELT PAPER AS A STOP IS PROHIBITED. o 2, J = TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. Lu z u F- 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR a Ln ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED ce w z SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8". TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. z ® o 0 WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO �u'. LU ® WIND UPLIFT RESISTANCE: 10 PSF 10 PSF NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO z u 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SHEET DESCRIPTION ® tUz 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 m: Lucn w ® z 2. ALL EXTERIOR WOOD STUD WALLS, BEARI G WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH GENERAL cD w ® LOAD BUT NOT EXCEEDING ACTUAL DEAD LOAD, BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. z w FRAMING MEMBERS, ( I.E. BLOCKING OR GAB E END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 ' ce ® GRADE OR BETTER SHALL BE USED REGARDLE S OF SPECIES. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" NOTES m ne a z WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS. Lu ¢ > ® 3. ANY WOOD FRAME INTERIOR BEARING W LL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF „ z z= o STUD UP TO 1 DIA. SHALL HAVE STUD PROTE TION SHIELDS FOR ALL HOLES OVER 1 IN DIA. FOR LIVE LOAD: 40 PSF ALL WALL RECEPTACLES SHALL BE 12 A.F.F. UNLESS OTHERWISE NOTED. PLUMBING LINES ETC. SHALL BE REPAIRED W TH SIMPSON HSS2 STUD SHOES TYP. U.N.O. TOTAL: 60 PSF Lu Q ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 � Ln= rn 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND PROJECT NAME w ® cn ® STEEL. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. ce V cn AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL ® ® z z ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL ® � DOT SODIUM BORATE (SBX) DOES NOT. VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. VLu = �a ® OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) IN EVERY KITCHEN FAMILY ROOM DINING ROOM LIVING ROOM PARLOR LIBRARY DEN SUNROOM US Lu STRUCTURAL STEEL ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL z ® w ALL STRUCTURAL & MISCELLANEOUS STEEL A 6 36,000 PSI, U.N.O. TUBE 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. = ® GRADE B, Fy = 46.000 PSI PIPE STEEL: ASTM 53, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT/BLOCK - cn Z F- � WELDS: E70XX ELECTRODES STRUCTURAL BOLTS: ASTM A325, BEARING TYPE CONNECTIONS DOORS &WINDOWS z ® ® cn STRUCTURAL BOLTS: ASTM A307 STRUCTURALBOLTS: ASTM A307 FOR SECONDARY PLUMBING NOTES TBI NUMBER - z 0 ® CONNECTIONS WHERE INDICATED, ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE ® z 0 STEEL REINFORCEMENT SHOP DRAWINGS TO E 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 z00 ¢ ® o < FABRICATION. HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE ALL LU ¢ PROVIDE MININUM OF 3" DIAMETER SCHEDULE40 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE. z > R407.3. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. Lu ® z DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ELEVATION NAME LU u- z ¢ THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT ETC. Lrl z W r ® PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ALL d w 1. BRIDGING AND BRACING FOR PRE-ENGINE RED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. GENERAL NOTES < Lu MANUFACTURER UNLESS NOTED ON THE PLANS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND ¢ _ ; ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. '� ~ z o 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 cl) z = z MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE w WITH THE DESIGN LOADS. NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER Lu 3;: ce m SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH ® z = � 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF, SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. cn'® ® = 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. ¢ cc DESIGNER TOLL BROTHERS FOR FURTHER IN ORMATION. INSTALL SOFFITS PER FBCR 8703.1.3 AND R616. ® w m w WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE GN1 z J � TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). '` J ® o U- 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ ¢ u H-- 0 TRUSS PLATE INSTITUTE TPI LATEST EDITION (2) ROWS OF 10d NAILS AT 10" C/C. SERIAL NUMBER 1010.0 - 1 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING DE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln ® ,__, Q. Rj�•�A cri U x w G DR F' 881_611 I R9 99 � c'~Cm '� '' 0 0 141.611 741_0 11 ,F U 1 11 1 " ' n OVAN G DR OND,AIA 1 -6 5 -0 8 -0 ---------- ---------- 28 -9111 AR 96399 z 241.011 rB __-+--60" X 108" X 411 CONC. PAD 3" ABOVE 0 0 A7.18 GAS LINE TO I a i GRADE z o . P G S LINE TO GAS LINE TO TANKLESS W. o Z ( P.OF 3) C OKTOP DRYER I "' ' HBT p x wc F— = I J L------J L---------------------------- ------ -- -------- - J = L_----- _ CD Lu 0 5- ce 00 =m 00 N rViIe= a CD a _or i � sA1-1 0 Ui O® _J ELECTRICAL Lu CHASE FOR El -16 MIN"ISLAND II "W \ °o 24' 6 '-9It 8 -9TP. Lu c - - - — — rr- w 00 SLOPE @ 1/8PER FOOT Q .� UMBING Lu -10 20- WALL 8 2 o cc Ln 7 -=amT==- - (> w OWO Od Mw°W°ow] I x wok I I- o a .nw\ a uuuua au\.0\\\ l, � � �� - •r = d- O Avuoz�.u� w\\wa wew -- au a„a. a O ' -------------------- ` y.. --- �� - N a Q O P4 Lu ¢ O 0 - I I 1 I 6nPLUMBING FINISHED FLOOR I I ,-i Z I � 1/8 PER FOOT WALL w Q ZI I I 2 a a � a � w M _ I --- NOTE: I I i i i A1.N A w o O° I IFLOOR � I -_-J �� FIN. TO BE 18" MIN. -6 ABOVE C OWN OF ROAD >- ZI I I I I I O O = Q w Op # a ® p r N = Z J I I L I I I ® I_I Q \ II I a W + 1IN Ll.! �� -----J H C) 0 J O c -- ILu 0 c ce If oC U \ Q 0 1 151_311 _ -�� Z ® w 1 I u DRAWN BY ce- A1,N a E cS "-' TYP. a 11 _ S. PROFFITT m ' -6 I o Url ® CHECKED BY z -' I Q A - --- - - - - - - - - - - - - - - - - - - - - - - - - - - A S.VANCLEAVE °; _ , ; I I 6" PLUMBING '\ e 1 11 x A7.18 _ ----- 7 -0 \ A7.18 O I I I I _ WALL _ zw � I r - ---------------- ----------- ----------- ---------- -----------------J --- 0ALE ---- k- --- ----------------- ---- ----- ----- LF ------------- -----'-------------- 22X34 = SCALE AS NOTED I - `. '<. a I -------------- < I 1 ® � a 11.611 51.011 I ---I 'I'-��' I) ---\- ------- z r--- 11X17 = 1/2 NOTED SCALE , F ------ I I - ,LJ I I I r------------- a --------------- _ �,-,j C) o cmc J I ' I ----- �I l I a L--- '�" SHEET DATE J p ------------ -----J I I II Li M a II 08-13-15 Lu 1_ 11 I n I I a r L SLOPE PAVERS @ SHEET REVISION INFO 151-31116 7 � � 6 F- op - I I �____-- i --- - a 1/8' PER FOOT O Z I I u LU 0° Ov _ T' nn -- - - 11I 11 4" PLUMBING 1 1 11 x d- h --- �---- - Q I 1019 WALL TY U.N.O. 201-411 L W Z IN 1 rl I r---� C,'---- - rje U) 0 ( t0 t 11 I I j I Lr) c I _ _ Z H Z c 22 -6 I I _1 /\ 1 a Gp o� _ Q M I _I n 1 1�--i rl W -..;!,a?\\\\�.�i�4n��.,lsc'aw.u� //!N/ ,k sh+�R>4\�+"+\+a.S. E'Yd2k X.` Rte. \\\A\ �\\O\\ �iiA?�\�?Y\0�\\\\\\\\\\RucYu.W:�G'�N�:i',..53.& RAO`PV�.0\�V�VxiAU\iAb'U"52..0\\W�Y.\W 6....\.�a\.. '@�\ �a`\\\\\W :R' F -:\\..\\�aCr \\W\W eoe.\h.,. 045:...�:.5 �.� r..... �..N�YL�Y TQutiA�Wa W�"A\a`�, a\.ru..::.':aJ,Aa-:i���\'egsm8.&,dna`x), m W Ln 281_211 i i r _\ � I / / -- -______� _� �\ �L- ,� N-23 T-1 Lu Q o cn w cLu n I M I _ - ri Y �__ -__-_ C SET REVISION INFO \ - - 1 -..... _ i i of \/ II I . J w W Z Q x � I I - , , � I j a , cn � 22 -6 , I 4 -8 4 -$ 14 -9 i I ' 11 .4 -11 I U 1 n 1 n 1 n 1 n a s m ' ' L r, � u 9 8 u u o Y BRICK VENEER, cc r, cC W I I I - � c:) TIP. Z 0 > z p I r-1 611 PLUMBING Lr) I = I r- - 3: U) w 0 I I I 711 I Ln WALL Ln SHEET DESCRIPTION � wzcn A 1 D Lu O SLAB LAYOUT � zLu HEF jIiiff T.O. A ce Z 01_011 - w Lu = o , (TYP.OF 2) w V J Z 221_811 (\1_011 51_311 11 -6 11 U) < C7 7 , .7 3" PROJECT NAME „_ U) wo 0 61.611 751.011 6T_911 of W Z W ss'-6° ATLANTIC BEACH Lu v B HERITAGE v Lu US w A7.18 DUVAL COUNTY E C) LuLOT/BLOCK 81 Lu ce c( z 2p. ® n TBI NUMBER 81 Ln z op z MODEL .-+ Z ^ pQ QLn p � tn Cie Lu > CAPTIVA N W NOTE. STEM WALL FOUNDATION _ �; Lu U- z a S L./1 B LAYOUT UT � ELEVATION NAME Lu z O SCALE: 1/4"= V-0" CLASSIC CLASSIC E ne Q w U ` NOTE: FIELD VERIFY GAS LINE LOCATIONS o M=m0 z PRIOR TO POURING SLAB < SHEET NUMBER -v w cc ca N ozwi- n W u ADDITIONAL NOTES, DETAILS & SCHEDULESAl 18 w ® Z m CAN BE FOUND ON THE A1.N SHEET. _ OOu- <Q u� - o pC ERIAL NUMBER 1010.1 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS U DRAWING COMPLIES W"H THE APPLICABLE MINIMUM BUILDI NG CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ;n SLAB LAYOUT NoTES T_ N '12/02/15 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. `Ic.� PNG. �' uj 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 96399 °C 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 00 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. OVAN G, DR M OND,AIA AR 96399 z � INDICATES DOOR OPENING � ® ® z a ® � O Lu ~ w El 5u (AA W OEl a c c colo00 o, O `z m a a- 0 H Lu cc � = Q H o > F—LU o rr011 A OLu Z = 1=— cn 00Q ~• Z V N ® 2, 0 tpi Lu g Lu Q ® o O w x Lu 0 ® a O Lu a ® a Q � Lu U w Z A Ce Lu waw U) a A w o z LU w � x o o U_ J W.W.M. PLACED IN UPPER �., Ir o a 1/3 OF SLAB OR FIBERMESH c? ® REINF. PER PLAN ® o w 1/8" (MIN.) SAWCUT x 1/4 OF U cc m SLAB THICKNESS SEE Lu ®z FOUNDATION PLAN FOR LOCATION aceo z0w a w g DRAWN BY Vo _L E z w S. PROFFITT M Z ® _. i I CHECKED BY w a S.VANCLEAVE zW LU SCALE ce ED ¢ > SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 22X34 = SCALE AS NOTED J TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED -J F- = 0 0 _ 1/2 NOTED SCALE - AS CONCRETE ALLOWS WITHOUT RAVELING � 11X17 w cn 0 0 SHEET DATE 0 ceLA Lu � Q 08-13-15 O °e SAW _ CUT DETAIL SHEET REVISION INFO a o z 1 = m U1 . SCALE: 3/4" = V-0" z cn O (7 aw U) Z mmW � J 0 -3 Z o Lu SET REVISION INFO 'S w w Lgu ~ a j:em C7 c[ w Z Z O Ln z c=n SHEET DESCRIPTION o w z SLAB LAYOUT w o FRONT WALL OF GARAGE o NOTES, SCHEDULES m cc z PROVIDE 1 1/2 D x 5 W Lu z = o RECESS AT GARAGE DOOR AND DETAILS vi Q PROVIDE 4 1/2" D x 8" W RECESS Lu ce o = z SLAB RECESS 1 z IN SLAB PROJECT NAME Q 41/ II � ATLANTIC BEACH cc �„ z z BRICK PAVERS GAR. LLI C w o FIN. FLR. /GARAGE H E RITAG E a = ® DOOR UI c„ wI SLAB DUVAL COUNTY z o W - I Ii= RECESS LOT/BLOCK 81 ____. Pf z o z - WALL PER - 511 / g TBI NUMBER 81 Lu cL Lu obo CD MODEL Lu Q ,-, v, � W Q - CAPTIVA E woz w w z Q ELEVATION NAME zUfzo W w PLAN VIEW (n ALL u 2 SECTION @ GAR. DOOR z z = zz Q �.. �.N II _ IISHEET NUMBER SCALE: 3/4 - 1 0 oz = � NLU OS-- = F- < b � � 3: 0LucoU , ^ Alm .. _j ... <;J Lu __j 0 0 Q U F— 0 (~ pC ERIAL NUMBER 1010.1 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING i CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ;n U ( � OF Ftp C) Z R N c,j 12/02D/�15_ frr N G. 1-�,s W a,v"", 4 HIGH WALL AT SERVICE 0 88'-611 COURT. SEE DETAIL 8 ON AR 6399 L SHEET A5.2.62 (TYP. OF 2) �° �ti'` J 141.611 ® o 741.011 : . 1'-6° 5'-01 81-01 41-101 5'-911 28'_31 271-3211 OVAN G AR 9 399 ND,AIA COLUMN SEE , , , GAS TANKLESS ELEVATIONS FOR rB W/H BRACKET SEE o I ELEVATIONS FOR rt o DETAILS A7.18 z Q in O I OI ©I OI HB DETAILS z w O ............. .......................................................................................................................................................................................................................................................................... ................................................... _ - w ....................................................................................................................................................................................................................................................... cC ............ .................... ................. ................................................................................... ............................................... .......................................... _ - - - En ' h II FLAT SOFFIT I -- d" Lu ix �-, I I —— —— — — — — — — — —— = I ---- ------- -1--- ------ DBL. I� ���i LA N D T �, vi 00 :': cc z °J° _- — ; 11 i° ' EF. OVEN " RY�R ' II I -------------- B ---------------- a a ^ N kn -- ---- ----- o �, 10 -0 CL - _. a M okt ® � o I I BOX BEAM TO A 6 0 - _ SPACE N , - - _ _ CC3 o w GAS 0 KTOPI i� I I L °c ® I I COLUMN 0 _ 33'-6' 6 I------ _ ;-' 8'-411 301.811 LU = z - I �1 WIDTH TYP. - , GOURMET IiJASit MR 11 11 = W I p A m a' w . 1.N o0 II I ; WATER SOFTENER I 61I �`J.... '+ d > - _ I of M DBL. SINK E___ KITCHEN SAI 10 x 10 o LOOP o f _ _ w a n 1-4 0 � 1 11 {, � ; ® � � o I cnI PAVERS ON , A DINING ROOM W DISP. -0 CLG. J 8 AIR JUMPER ,.1 m I 1 0Su STEMWALL 101.011 CLG. TWO CAR Q 100 I o � � � I I V ® °-° ® I �I _ 00 1 i O = I I� _ ® 10A0RAGG o ;_ 1 o w I - 4 MT .--TIN t-s -------- --r--- ---1 lD I I�L.L d- O 1 � I I € tri t _ _ > °� I I = -- --------------- -- ---J o 101_OII CLG. ,-1 1 , ., o o > o EXPANDED M = 111.011 r N I > w I I '0 19'_0' ® I 4'-011 I I 8'-10" 8'-10" 22'-411 9 !-------------- I x COVERED - _ --- _ _ ........................................... - - - - -_ - - - con - - - -- o � o ........................................................................................ _ r' �Xb�ALL�a +1�N 7 �A . r . r.....�..,, Z LANAI _ = I}� a 1 11 Q 0 II � ... � N j - - - 34 1/2 HIGH ------------------ N W o 11 10 0 CLG. ROUGH ' _� o Lu i I w Z N - - - - - - - - - -- - - - - - - - - - - - - - - - - - � � z I I MT o co PAN ..... A d a cn 11 II I N o 1 3 -411 10 0 CLG. I i. .__ a '� A LLJ 'Cie ;z ® '-4X. _- 81.011 1 �, 331.6' 1 51.4 121.411 1 \ / 1 21 .1011 ; _ >- >- z = = I ,- q x o a I X I I I °° a O 1 11 STUDY IIL w I 12 -8 121-011 101.0 CLG. i // \\ i I ® N GREAT ROOM I I v o 1 I ! 121-011 TO 121.811 �. 22' X 54" �- o I w I 1 COFFERED CLG. o >- + 1IN I U-I rH ATTIC ACCESS------------------ 0o � c., 'r 0 1714 _ w ® �N O ............................................................................................................. _ ,.:. . , : ......................................... ¢ o l C) –' I LL–I _ I I a 611 ® v I I 10" 4'-811 10' , co 31'_10" 111.6211 31.51/10,0„ 3'-sof 131.911 51.711 71.011 61.911 1 1 11 d- DRAWN BY i 3 Q w I I - -- - - - — '� -- - - - - - - - - -- -- --r — / 5111 �/ N 811 S. PROFFITf 1-4U- m I I — _� ® / 2 �k - z z a I I o ��// .�` I I O - - - - - - I I A ! CHECKED BY V%cin Q A - - - - — `�' _ T'= _ �� '� _ TWO-STORY - -I - - - - - - + 1 - - - - - - - S.VANCLEAVE 1 r _ SEE FLAT I I� COVERED - 1 1 FLAT SOFFIT, SEE A7.18 cn '� W A7.18 — —— — FLAT o _ / , HALL SOFFIT DETAIL ,� MT ';� CL = 4 I; F T SOFFIT — _SOFFIT ;� .-+ `� 12 20 -4 3/4 CLG. I I� ENTRY - 1 ELEVATIONS OR SCALE M cwc - �o =- — — i ON A3.N TOP FOYER :':; m Q > i+n ;--1 O 13 = _ 42 HIGH HALF '_ " 10 0 CLG. I I DETAILS 22X34 = SCALE AS NOTED 1 11 - 9 0 U.N.O. _ � o J - R &SH .--I.N @ 0 0 CLG ::_: o a- - - - - - - - - a0 WALL J d- _ D061-1011 _ _ _ _ _ 11X17 = 1 2 NOTED SCALE or ¢ M .... �„ 0�./0� 6 �, --------------------- -- _ I'. . :i: �– — — ,_' I 1_ 11 w = ol c+n 9 4 1_ 11 1_ 11 1 1_ 11 5:is ® � v, ® I I 8'-7" 3'-6" 4 4 1 1 1 1 1 1 1 PAVERS ON , - 1 3 ;_., 12 1 STEMWALL I SHEET DATE d ® �, A I I 1_ 11 1_ .1 MASTE 2 8 �, _ I I I I ► I I - 11-2" g I I 08-13-15 a ® �' �.. I I o 0 2 4 BATHROOM VN � o ; 1 ' I IE-� 6 10'-0" CL - - - - - H _ 1 1 SHEET REVISION INFO ® o r1ioQ1I I Igo 0 11 POWDER RM. urj 7 ------- - - op - W.I.C. - 1 LU m 10'- I ® 2 4 i 101_011 CLG. = I _.I..__. I M 101_0" C ��, O0 ow z I '_p' 31.811 II 41.1 11 5 .411 8'-6" 1 I I =I 4'-1011 7 - - I -�' r; I I - _ V) o � I _ I BEDROOM 3 0 I I ,� op Lu Z I MASTER I i i ° bo BEDROOM 2 �I En 101_®1I CLG. - - o m Q: I BEDROOM I I W.I.C. 1 N 101.011 CLG. LR & sH .iLN i 11 1 II �� ' ' " O Fh SET REVISION INFO W Q o o 110 -0 TO 10 -8 I I 0 -0 CLG 10 cn 5 -8 H C) ul w � i COFFERED CLG. I co I00 I 1 wzv � .. I I I o I �, 6 �„ N ¢ g m Ln °O I 141_611 I I 7'-4" I 9'-4" 121_111 51_41. 51_411 21_81 41_101' 121_111iN I I I C7 cG w Z - - - - - -- -- - - - � :':' ' rn � oo � 611 _ _ ® ® BATH 2 6 z _ >: —— — _R & SH 101.011 CLG. — — — III - II w z :.:::::::::::::::::::::::::::::.:..:::::::::::..:::::::::::.::::.::::::::::::::. .. — .-, SHEET DESCRIPTION w cn :::....................................................................................................... ......................................:':':':::::::.::::.:::.:::::::::::::::::::..:.::::::::::.::::::::::::::.: :.:::-:::::::::::. cn w z FIRST FLOOR 0 R = v BRACKET ABV. = r f- z 1u HB , I OI I O ©I OI iD ©I FLAT SOFFIT SEE M PLAN cc o SEE ELEVATIONS TEMERED GLASS SHOWER BRICK VENEER, m a ( ( I I ELEVATIONS FOR DETAILS a Q Lu zo FOR DETAILS ENCLOSURE TO FIN. FLR. I ( ( TYP t1 AND NOTES ZZ = ' ° '_ ° I ° I ' 1 1 111_71 I 1_ n I ' n I 1 n I 1_ n 1_ n ,,, J z 5 -0 24 10 2 4 2 -4 I 51-411 6 -11 6 -8 51-311 1 6 cn l-� LU = z '– 11 751_011 61_911 a ® u, 0 6 6 7 PROJECT NAME ccwzz 881.611 ATLANTIC BEACH o ® '-� w Lu _ o TEMERED GLASS SHOWER—/ B HERITAGE cc- ¢ o w ENCLOSURE ON TUB DECK A7.18 cn w DUVAL COUNTY E w w Ln Z o� LOT/BLOCK 81 z o z I TBI NUMBER 81 � z o z C> ® � o ® ASTEFLR A C L V NG AREA: CLA. MODEL En a w > 2ND FLR A/C LIVING AREA: 27805 SQ. FT. Ln <CD Z CAPTIVA N Luo TOTAL A/C LIVING AREA: 3,519 SQ. FT. Lu W z FIRST FLOOR PLAN M W L'—, z ¢ ELEVATION NAME COVERED BALCONY: 109 S FT. Lu W o SCALE: 1/4"= 1'-0" CLASSIC COVERED ENTRY: 208 S . FT. U) CLASSIC cn c2 w COVERED LANAI: 266 S . FT. a� ¢ w w GARAGE: 583 S . FT. o WALK-IN ATTIC STORAGE 110 SQ. FT. Z z Lu TOTAL: 4,795 SQ. FT. _ SHEET NUMBER a ® zLu = � co W ADDITIONAL NOTES, DETAILS & SCHEDULES = A2 , 18 Z CAN BE FOUND ON THE AM SHEET. � a ® � o DC ERIAL NUMBER 1010.1 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln ,- OF p N 12/02/15 9 W G. DIS {. R9639 ce co o RED P . OVAN G DRUMMOND,AIA AR 96399 i - z u- rB Z z A7.18 o ¢ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� zcnW — — — — — — — — — — — — — — — — — — — — - - — — — - ' L - - - -- - - - - - - - - - - - - - - - - - - - - Lu w O zcm L - J I 00 J 00 N 0 Lu I 1 1 w r, a 7 Lu ® I I I I cd � H `" JuuQ I 1 1 _ H o w '- om 1 1 I O A I oo w o= I ® 00o 2ELu I Cj oho j � I I o 0 U) 50'_2" I G' J w z 1 1 [W- w o ® I I I 11'-82" 3' 102" 27�_g„ '-10Cn 6 " x Cn En ® - - - - - - - - J a p o Lu a ® 1 ' " 1'-8" 1 Wim ® I 5 -2 w z 00 Q vnz LL" ROOF BELOWLu -- � - I 1 A WIZ I 1 I x p LU � < ® 1 IN IL aLu u- 6TO aO � I N El f a ® W I I 36" HIGH oU cle m I 1 WALL. W ........................................................................................................................................ o z — Q O I z w I I All" DRAWN BY a M I I 13'-9" S. PROFFITT um � _ U W , z o I 1 OPEN TO CHECKED BY w Q A - - - - —�- - - - - - - - - - - - - - - - _ ,-, _ _ :i:` `' - - �O BELOW - - - - - - - - - - - - ' - - - - 1 S.VANCLEAVE = w A7.18 O I ,�` - 3'_8" 1 FLAT A . 8 SCALE 1 � tel" o ,� m a > c - - J ,:.,, ::::::.:::.:.:.:::.:-:::::::::::::.::::.::::::::::::::. 22X34 = SCALE AS NOTED J o J I -.- . . -.- I SOFFIT - BEDROOM 4 e-- 22 X 34 1 - :: - _ 11X17 1/2 NOTED SCALE w I ATTIC O i i ________________________ I 9'-0" CLG. o 00 12 „ �_ 1' I I i" i i n _ _ _ _ _ _ �- U) v, 10 -3 52 I I 4 -12 I I g -4 O o I ACCESS ( ' SHEET DATE i 1'-011 i i i i i = 17 SLOPE @MIN.1/8"TO J 2 ao O oC I _ C? _ _ 2 _ _ I_ _ ="�`� I _ 22 X 34 1/4"MAX.PER FOOTS 1 it FLAT N 08-13-15 :::• <: ATTIC ________ _ SHEET REVISION INFOSOFFIT---------- 61 � ACCESS 6" COVERED 1 N 3\® 12 _5" DN 3'_4BALCONY® � LU o131-311 ROOF BELOW = .H, . # _ =1 I I I / \ 9'-0" CLG. I i) o I o LOFT 1 i O K T I R I — C i ;_, _ ¢ w z I ,^� I 9'-0" CLG. _ ____ _ _ _ _________ 16 i2l 4 ;nOMIca Lu J I 15 11 10 -3 3 -8 lo Lu = o W 42" HIGH HALF LIN SET REVISION INFO � W �, WALL W/ CAP = 14 o BATH 3 0 " N 1 C) cn I 2 '8 " M l Luz I M ECH '-° ��° ® 116" 15 9°-0" CLG.-Ln 6 a g U) >- 1 © STORAGE 26'-12" N I I 7,_2„ r' 1,�1 „ 1,_6„ 1'_71" ' i' S" 1' Z ® > z I _ UNFINISHED I N - 2 O 91-0" CLG. FLAT SOFFIT -- HALL 0 w n �- _ 9 0 CLG.. U x - 80 ' I=- I N _____ _____ - SHEET DESCRIPTION 0 W cn I 0 � U) w z SECOND FLOOR � zW � PLAN 42" RAILING. REFER Lu a o ' TO ELEVATIONS FOR AND NOTES En~ Z~VJZa i-99II 16'_2 I ' 12 7'_7 I O'_6 ' 5'_2IT DETAILS. cnw Lu o (n 0 50'-1" 6'-10" ? PROJECT NAME c w Z w 56'-11° ATLANTIC BEACH 0 - i3: HERITAGE wx = o B U) w A7.18 DUVAL COUNTY E: ou- Ln a, ~ w = LOT/BLOCK 81 o U) z C) oz z TBI NUMBER 81 Ln o D � pz o MODEL > z ^ Q ¢ ® � oG W CL CAPTIVA N � LQOZ C `'�' °J U- zP--4 Lu ¢ SECOND FLOOR PLAN wELEVATION NAME c%jzuu, ® SCALE: 1/4"= V-0" CLASSIC QLu W cn CLASSIC can- o "AZO °z m Q SHEET NUMBER Lu cc >_ 0Mu.w �— uo � � �— LU m w ADDITIONAL NOTES, DETAILS & SCHEDULES _ A3 , 18 o~ zJ � Ili -j 0 0 u- AN BE FOUND N THE A3.N SHEET. P--4 ¢ a U F- o pC PERIAL NUMBER 1010.1 0 (�[=DOOR TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DOOR TAG DRAWING COMPETES WITH THE APPLICABLE MINIMUM BUILDING DOOR SCHEDULE CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. �i CALL-OUT )F V""" F TYPE SIZE REMARKS p" G M uJ _ ® 1 THERMA-TRU INSULATED 3'-0" x 8'-0" w/ (2) 12" SIDELITE / TEMPERED nR9 99af a ca ENTRY DOOR Cz EY' 00 2 OVER HEAD GARAGE DOOR 8'-0" X 8'-0" NON-INSULATED RAISED D OVAN G. DRUMMOND,AIA STEEL PANEL AR 96399 3 SLIDING GLASS DOOR 12'-0" X 8'-0" TEMPERED ® 4 DOOR 2'-8" X 8'-0" SOLID WOOD NOT LESS THAN 1-3/8"/OR za o 20 MINUTE FIRE - RATED - SELF-CLOSING Is ® = 5 HOLLOW CORE POCKET DOOR 2'-6" x 8'-0" o U) a 6 HOLLOW CORE DOOR 2'-4" X 8'-0" o cy-0 00 z °� 7 HOLLOW CORE DOOR 2'-6" X 8'-0" 00 owJ w � M Lu ® 8 HOLLOW CORE DOOR 2'-8" X 8'-0" 0 a w ® , a 9 HOLLOW CORE BI-PASS DOOR 5'-0" " X 8'-0 �, o w ® 10 GLASS SHOWER DOOR 2'-0" X 6'-4" TEMPERED ® QEl 0 0 = 11 HOLLOW CORE DOOR (2) 2'-6" X 8'-0' © cn o Oo 0 ® ® 12 HOLLOW CORE DOOR 2'-8" X 6'-8" INSULATED �q o Luo ,, W z 13 HOLLOW CORE DOOR (2) 2'-0" X 8'-0" - w H CLi® ® ® VARIES 14 HOLLOW CORE DOOR 2'-4" X 6'-8" x cn ® o p ,Lu ¢ ® ® 15 HOLLOW CORE DOOR 2'-6" X 6'-8" Lu _®z o 16 HOLLOW CORE DOOR 21-811 X 61-811 ce- WwQ L 17 HOLLOW CORE BI-PASS DOOR 5'-0" " X 6'-8 18 FRENCH DOOR 2'-8" X 6'-8" EXTERIOR/ TEMPEREDtu- p A LU ZLU 6 0 ® WINDOW TAG WINDOW SCHEDULE CLA ® U_ WINDOW CALL-OUT w N Lu U_ o ®elf O 1 FLAT SOFFIT DETAIL TYPE SIZE REMARKS 0 ® � Al N SCALE 1/411=11-011 INTERIOR A 3052 SINGLE HUNG 35 1/2" X 61 1/2" EGRESS / VINYL/ LOW E � o z B NOT USED InBY 0 w C 3042 SINGLE HUNG 36" X 49-1/2" VINYL/ LOW E a ce D FIXED GLASS 24" X 24" DRAWN FI UJ VINYL/ LOW E S. PROFFITT C° E FIXED GLASS 32" X 16" VINYL LOW E z z ® / CHECKED BY Ln a F FIXED GLASS 48" X 62" VINYL/ LOW E S.VANCLEAVE Lu LU G 2230 SINGLE HUNG 25 1/2" X 35 1/2" VINYL/ LOW E / TEMPERED SCALE ED a > H 2260 SINGLE HUNG 25 1/2" X 71 1/2" VINYL/ LOW E 22X34 = SCALE AS NOTED 0 I 3060 SINGLE HUNG 35 1/2" X 71 1/2" VINYL/ LOW E / EGRESS 11X17 = 1/2 NOTED SCALE � Lu (n 0 0� SHEET DATE INSULATIO SCHEDULE 08-13-15 0 ® �Lu U STAIR RAILING AND LOCATION TYPE R-VALUE U.N.O. SHEET REVISION INFO uj m ® GUARD RAI LI N OTE CEILING @LIVING AREA FIBERGLASS 38 11'-4 3/4" CLOSET EXTERIOR WD. FRAME WALLS FIBERGLASS 19 z Ln o Lu � -J----- - STAIR RAILING AND STAIR GUARD RAILING a SECOND FLOOR _ s WSHALL BE CONSTRUCTED TO WITHSTAND A WALLS TO LIVING AREA FIBERGLASS 11 m °° � � J CONCENTRATED LOAD OF 200 POUNDS APPLIED Lu ¢ ® ® _ s-J * AT ANY POINT ALONG THE RAIL IN ANY uj M NOTE 18 RISERS @ 7 5/8 SET REVISION INFO J 15 TREADS @ 10" DIRECTION. IT MUST ALSO WITHSTAND A ® z _ s 2 LANDINGS UNIFORM LOAD, NOT CONCURRENTLY WITH THE U F-m " *ACTUAL STAIR RISERS CONCENTRATED LOAD, OF 50 POUNDS PER cD oc w 5'-1" FIN. FLR. co TO BE VERIFIED BY LINEAR FOOT APPLIED ALONG THE RAIL IN ANY ® O o "' 'r' DIRECTION. INTERMEDIATE RAILS AND POSTS cn ® LANDING CONTRACTOR IN THE FIELD E z vL=nUa (IN-FILL) SHALL WITHSTAND A HORIZONTAL SHEET DESCRIPTION Go W ® z Co 1" 10" LOAD OF 200 POUNDS APPLIED AGAINST ANY i FLOOR PLAN = zLu ® NOSING TYP. ONE SQUARE FOOT AREA, NOT CONCURRENTLY m a Z 0'-0" FIN. FLR. HALL I' BEDROOM 2 Lu WITH OTHER LOADS. NOTES,SCHEDULES ® Q 'Lo F En = o FIRST FLOOR 2x WD. TREADS WD. NAILER AND DETAILS w ca J z (NOMINAL) TYPICAL cn J Q 2x12 WD. CARRIAGE ® � ® (3 REQ'D.) PROJECT NAME Lu < U) ~ ATLANTIC BEACH � wzZ uj W 2 STAIR DETAIL HERITAGE � ® v N W ® = A3.N SCALE 1/4 "=1'-0" INTERIOR DUVAL COUNTY � Eu- w z O = p LOT/BLOCK 81 Z ® � TBI NUMBER 81 a cn p ® z za ^ ® Q MODEL en0z � F— W Q APTIVA CD W ® � z W � �W ELEVATION NAME � � � ® 'cn ALL � � W - Q uj = � � M u cfi Lu m = SHEET NUMBER Ln LU Q � o"e � t= A3vN ® w m w ,_, z J Z J u € p--q _j00L- Q V I— 0 pC ERIAL NUMBER 1010.1 NOTES• TO THE BEST OF KNOWLEDGE,THE DESIGN DEPICTED ON NIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln v /4,( Ft,p� N - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORYLn �P r INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS ' G. zTOP OF RIDGE NOTED OTHERWISE. LU '"b r 14 R96 9 2 6 9 5.2.1 - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH a J ROOFING PER TYP. ELEVATION. F ® 0 5.2.1 5.2.18 5.2.18 CONTRACT, TYP. g RED A� - "CORAL-LIGHT" OR EQUAL PRE-FINISHED j — `� OVAN G. DRUMMOND,AIA AR 96399 4 TOP OF HEEL _.�...�.�; a _ __.. ,- � I I I - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. m LL _ — I I I U.N.O. o z TOP OF PLATE T — ..... ` - PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM I I I Z O - I 1 FACTORY INC. ORE UAL, AND INSTALLED AS PER MANUFACTURER SPECS. ¢ ,...„ cn 1 1 ..... 1 _ Q z� � j ! 10 O � z 3 - -- J--_ El(.0 Wim ® 1 __ I ! 5.2.1 U) U oc 5.2.1 �........ ! I 1 - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST I.:----- i -- FLASHIN AS l (�y INTO THE UNDERSIDE OF THE OPENING. ® w _; o _ L_ _ ! �. al ! REQUIRE , J ,_ w M .. ® - - I " �I ! _ 4 _ - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO a a _ 0 LU cc o l..._ ! .._... _. METAL ROOF -tt ( 1 r,i� L� H �- � z _ __.. . _ _ ) _...... .._ f L � 0 BE FAUX WROUGHT IRON ALUMINUM. I : . - - _ _ _ LU ¢ I [ � - i 5.2.1 TYP. N m - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY p A o m ! E � ">-' 0 2ND FIN. FLR. I _ I I ; ® s- - SIGNER. w � w M�� _ _ - _ , _ _� � _ � --- - --I - E- - -" "' � MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DE �00o ® o = .-+ - ! I l_3 -1 TOP OF HEEL 8--e jh TOP OF PLATE i ° - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE00 w � ® N N o SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN o 0 fm Zs > v, _______ _ _ __ J w z - _ __._ _ ._._. __ ___._. _ _.__ _._. __.. ____. _ _ _ WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND - ® w ® - _. _.. : _ APPROVED PRIOR TO INSTALLATION. x � o I I - Lu Q z M�� I - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH a Q O O I I ... .... 5 = a v o LIGHTS WITH TOLL BROTHERS P.M. , w A rew ® L 1 _! - _.: 5.2.1 o A z . ru 2 z I _ 4" CORNER a s o i { T-"- TRIM TYP. ADDITIONAL ELEVATION NOTES: o A WZZ jp� - = x o I ! - ___ _: - ___ _ __._... [izl 0 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL a O • o FINISH FLOOR I 1_ _ ___ a Lu o J _ - - - - - - - - - - 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS P61 z a 1w T73 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN U- L 0 URI ce o BRICK VENEER, ADDITIONAL 1/2" DROP O 1 TYP. 7 A/C Lu ® z 5.2.1 5.2.18 TYP. ENCLOSURE z ® � TYP. DRAWN BY ¢ mac_ z U- � FRONT ELEVATION S. PROFFITT ~' z 0 SCALE: 1/4"= V-0" CLASSIC CHECKED BY o ¢ S.VANCLEAVE W � � � z w SCALE m ¢ > 22X34 = SCALE AS NOTED J a ROOFING P R 11X17 = 1/2 NOTED SCALE o w CONTRACT TYP. o ® � SHEET DATE J 08-13-15 o 1 14 SHEET REVISION INFO o z 8 I I I 5.2.18 � ® "2. TYP. l o u o En TOP OF HEEL - FLASHING ; - - - - - - - - - - m co w TOP OF PLATE J � Lu z 0 w SET REVISION INFO U) 4Wu w ..._._ O (n Q Z _ - - - Lu �21 ce LU OG SHEET DESCRIPTION cn w oLIU' FRONT AND SIDE ! " LL' O 2ND FIN. FLR. _ I _ _ .._ _ _...,�_ ._ _�_..._ ___� _.�_ __I �_..I�. _.._!�__�.._. U._ . __ _Ll L! _�..__ �_. _�_' _ _�__i _:. _D__._ !__ _I.-- ._ I_.____ z _ _,. �__.. - �.= - - - _ ,- i i I.- ,�� TOP OFHEEL i - 1 ;- ; i - - - - - - - - - - - - - - - ELEVATIONS mcCo- Z Lu _ >LU � oP of PLATE _ _....___....._._ _ _... __ _-_______._.___-_ _ ______. �__ ____ _____�_.___�._._____ _ —_.__ .____.__.�__..__ ._____ _ ___ _ AND NOTES uj ! o z 1 1 _.-____ I _ _ ___._____ __ ______.._.._ ! PROJECT NAME ILI � Ln U' M _ _ I I .. _.._._ _- _ -. _._____.._-_..._.._. I � __.______�_._-_�__..._.______._.._...._._.__ _._____� __-________ __ _- ceW Z z o ___ __ _______..____ _.___....____ ____________ ___________.-._.._____._____ ___ __.�___._____.__..__... __________ �__mm________..._.___. _.._..__.______ _ __ _____ _.___ _________. : 1 I ATLANTIC BEACH Lu _ ® ' - 1 i I HERITAGE _._. ........ _ .. ..... �? cn w 5 DUVAL COUNTY w 5.2.1 i O _ _..____._..._........__. __ _-_ .._____. _...__ . _...__. __....____._.._..__ ___ `� s o _.______._.____.___._...__..____-__.__ -_�. .__ _ _ ___ __._.._. _..__ __._.___ _ _ �__.__ _ __ -____ _______.____.. _._ __._ _. I 1 LOT/BLOCK 81 � z � � �.__ -- -_ _ - in v -5 z o z FINISH FLOOR, — - _ __ __. _ TBI NUMBER 81 f 0- . cn O ._T' F. _ I z . . f MODEL r _ z � - CAPTIVA Ln ¢ oz T-1 Z a 12 \_4" CORNER ` - - - - - - - - - - 13 7 6 N Luo TRIM TYP. A/C c; , za 5.2.1 ENCLOSURE TYP �— ELEVATION NAME 5.2.1 5.2.1 5.2.1 zw � o 5.2.18 �uj cu w cn CLASSIC RIGHT ELEVATION o o z_ z SCALE: 1/4" V-0" CLASSIC ASPHALT SHINGLE z V; � ° ROOFING = SHEET NUMBER ; oz = � c �O1— M I, ` n uj m in ADDITIONAL NOTES AND SCHEDULES CAN BE _ W J V Q W � oz ®Jo FOUND ON SHEET A5.2. 18a iC SERIAL NUMBER 1010.1 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING € CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln U �F FOR P I r12/02/15 � r-------------------- --------------- ., ;,, 9 i I - I c= ----------------7 ----- ----- --------------I L-------------------------- LLJ L-� - ® R9 99 m 14 Joe 5.2.1 ROOFING PER CONTRACT, TYP. I I ED A� v t- 1 i I I OVAN G. DRUMMOND,AIA � .... . _ Ji E jII AR 96399 TOP OF HEEL � _________ 4:12 4:12.. � LL- 0 TOP OF PLATE ... .... � I I a co i p-4" ------------ -------------------Lu i 1L4LL 4" CORNER c ... .. Lu o TRIM, TYP. II � ---- I�II f� c _ ---_ -- C13 z 00 00 o w �_ _ 1 LL- -D cn 3:12 I a a W ~ I _ _ __ _ _ 1111... i ; I ; a c> ;Z' El w ¢ _ ;L;-- ..�_� �.�. �_��_ �_...� __ ---I-- _.. __ ..._ _ FLASHING _� ---- I o J I ( I ; w = m � � I s I € � ! pp � _1111 I I � I ------ I > E- o = 2ND FIN. FLR. I I �_ ;E_ I _ _ != - - - - -LU - - - - -- I - - - - _. in w TOP OF HEEL1 [ I - i f ' . _... .1111.. .......... .._...... _._. .- .-. j 0 0 = 1 I — s ; ! ] 1 l I ( f I I I I � h w zo N N OP OF PLATE i i i o cC (n o > 0 1'-10" �- 1 I i i I i i x ° �, ® - I .. ........ _ r w ¢ z M I 1 I i i i i a Q H _ ® -i O _.__ _ I 1 I I ,._1 o I __ _ _ _ __ _ Lu ® ,-L o c0 i i i i W Z cecwi� ¢ ''' I o a- 1 p �------------------------------- 1 -----------------------------------------------------------------L-------� A ¢ . ....... a 11J o 1 A -- __ w oac oz i1 _ 12 .................. LUz z I �- -_- _-_________ __ 5.2.1 x o ,,, , _ ____ _ _ _...... . _ .__ ___ o _. a ....... ce TOP OF PLATE a. 0 ® ._ .I. _. - - N LU J p w z Q _ ROOF SLOPE PLAN SLOPE: 6:12 U.N.O. o w SCALE: 1/8"= 1'-0 CLASSIC CL J 11 6 4 V ca 5 .2.18 TYP. 5.2.18 TYP. Q u ® PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO E o REAR ELEVATION VERIFY LOCATIONS DRAWN BY a � SCALE: 1/4"= V-011 CLASSIC U � S. PROFFITT z ROOF VENT CALCULATION: zo Z ( CHECKED BY W C a 3,871 sq. ft. CEILING AREA = 25.80 sq. ft. (REQUIRED) S.VANCLEAVE LU 150 SCALE m a > 22X34 = SCALE AS NOTED ® --j ROOFING PER11X17 = 1/2 NOTED SCALE F- ® _ CONTRACT TYP. 0 0 4 SHEET DATE N 5.2.18 08-13-15 �� 1 SHEET REVISION INFO I W o ® I I \ � 5.2.18 I' = mv I I 1 ~ w z LnTOP OF HEEL Zcn o cD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --I - - - - - - - - z 1 w Z �' u u u u u u u u 13 a TOP OF PLATE co Lu a cC — --- °° � � I � � ____.___._.___.___..W_ _11__1_____1__. wa o ____ __ _.___1.111_..___ 3 � w � 1 -DL uj V __ _.__..._______. � �___� El c2l Ln aa � m _ o _.._.__ _.. } — _ 111__1_._ _.___11.1_1__ _ — _ _ - o0 _ - F- LU oI _ _1__1.1.1-_.__m 1___1___________1____1 ,� ____ .__.___111__1._..__ -Ll 0 . r r12 5.2.1 SHEET DESCRIPTION 0 w I i .._ ._ _. n w ov REAR, SIDE . . Lu TOP OF HEEL ELEVATIONS AND m a z - - - - - - - - - - - - - - - - - - - - - - - - - - - - — TOP OF PLATE w CT � Q � TOP OF PLATE N ROOF SLOPE PLAN 0 0 Lu J Z ( N (n .--i J Q — ..... LU Z ® X 1 PROJECT NAME .....E..... I 1 1 MIS w � o W z W o _._._.__. _ I �_.______ ___________ ..._...._...._______ _. ____ I o ATLANTIC BEACH - " H E RITAG E 0 0 4 CORNER _ . ._ _ _ ao - 5 �� .____._�__�.__.______ ____.___._________ _� -_____._._________.-._ o � ____1__1______1_1______._ � __�______ - 1. ...... o w TRIM TYP. w � _ °O _-- ---- 1 5.2.1 Ew _._ ____._.____. __. __ _ _ _11_11_._._... .._. ._..___ __..__ __11_1____1__.___G__ -___- ___.._ _____._._._ .___. _. - . __._ 1111 I- I DUVAL COUNTY E0 w _ - _._-__1_111. __- _ ___ _______. __._____.._ ._._. o i o _ I- I LOT/BLOCK 81 z oz z oc . _ _-. �.. - ... ...._� TBI NUMBER 81oz FINISH FLOOR FINISH FLOOR o O EL Z w Q € (n a W CAPTIVA C> z 76 12 N w D ►-� �- w L z a 5.2.1 TyP, 5.2.18 Typ. 5.2,1 1 F- ELEVATION NAME z b--4 f ® 5.2.1 CLASSIC gLu as w a o Z = � 0 LEFT ELEVATION ASPHALT SHINGLE ROOFING z SCALE: 1/4"= 1 -0 CLASSIC Q Wm = SHEET NUMBER cn pZw �— o ~ �W ca wREFER TO SHEET A5 . 2. 18 FOR '-- A5 , 1 18 ai -jo o ADDITIONAL NOTES AND DETAILS ERIAL NU < vF- 0 MBER 1010.1 0 11-4II TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ��� CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ,-LZ SQI UARE I M '� OFF F�0 CT� 12/02/15 UdLU 1'-4° G v i Z O AR 399 oc SQUARE D A 00 l K4 CL i U ~ *TAPERED 21_211 M OVAN G. DRUMMOND,AIA SQUARE AR 96399 W ,L BRICK CAP o O 42" HIGH _ z¢ U) 1'-411 *SQ JARE RAILING � oc BRICK I II O ' = VENEER ' .� } _ 1 -0 1'-211 El o ua w O 2'L 1111 1„ 1„ i' El c m - o _ o 00 0, i 00 pw �* FIN. FLR. M �r w Oo M U- o SQUARE _. _._ — SQUARE Lu M A5 2 , 18 M M n1 O LU _ m _. ?_3 I = _ 2ND FIN. FLR. Ei A H o ® � O 1 ch _ 2nd F.F. Lj J W o 0 O = q II 11_Q11 111 N 2" 10" r N N cn N o Z = 1 8 o !=1 ZO V-4" OUTERMOST 11-611 1'-0" OU ERMOST SPACING SPHERE REJECT--/ iZ 3Z„ E N o 1'-10" o 0 to Lu > ® SHAFT DIAM. 111 2L_0,1 111 SHAFT DIAM. d w O F- 1 COLUMN PILASTER DETAIL 2 OLUMN PILASTER DETAIL 3 RAILING DETAIL 4 BRACKET DETAILQ a A w ® SCALE 1/2"=1'-0" SCALE 1/2"=1'-0" SCALE 1/2"=1'-0" SCALE 1/2"=1'-0" W z Q � � a 5.2.18 5.2.18 5.2.18 5,2.18 A � � � � aAW ce _ Q a x w ® FYPON 1n 31-011 ®- BMD4X8X485 2 3 ~hy 0 WZ Z 911 - _ FYPONd� ¢ - N - N -Lu eMDaxsxaas j _ SHEATHING METAL FLASHING ROOF PER a, ® ® ® M^ Mi "�® `'i I❑I,-IiN REQUIRED N AS CONTRACT �4 0 _ ___ __... - — BARRIER ESISTIVE 2X4 SUBFASCIA ElF- r14 �+ cD o oc I 111 FRONT VIEW ix6 HEAD STUD (2 LAYERS REQUIRED) 2X6 FASCIAMv � SIDE VIEW FRONT VIEW 2 -84 31 ROOFING PER Lu JOINT FLASHING CONTRACT,ON(2) O 0- m SIDE VIEW AS REQUIRED 7/16"SHEATHING Lu ® � 21.611 - ........ ......... 1X4 NAIL PER 1X6 FRIEZE zx6 w/2"ROUND oc U Z — CASING O MANUFACTURER VENT @ 24"O.C. p SPECIFICATIONS TRUSS LAYOUT _ � ___ __ ,, A 3/8"CEMENTITIOUS � DRAWN BY ¢ g Ln _ f y BY ENGINEER SOFFIT i LAP SIDING SIDING GC C z _ S. PROFFITT V L~'L \ }r METAL DRIP '� Z _ CONCRETE Z CHECKED BY w z 21 2Z"rl r� —� __. FOUNDATION S.VANCLEAVE // 1X4 FASCIA -' h* 4 r` WALL PERLu 4.. H _ SIDING 2X6 RAFTER TAIL @ 24" 1'4" PLAN Z w ....._ SCALE r O.C. OVERHANG m ¢o ce --J = — ___. _5 4 SILL 1 -0 zx RAFTER TAILS 22X34 = SCALE AS NOTED J / I— ,� �1 1 11 WALL PER SIDING PER ELEVATION t 4"TRIM @ p 3- I5j STARTER r"� w 2 1x6 / �VERHANG PLAN CORNERS(TYP.) 11X17 = 1/2 NOTED SCALE STRIP ' .. O O SIDE VIEW FRONT VIEW __........_...__. _ _ -APRON SHEET DATE J .... ....................... ......... -- 08-13-15 Cie 5 TRELLIS, „ 6 WDW. TRIM LAP SIDING 8 GABLEEND DETAIL 9 EAVE DETAIL SHEET REVISION INFO cy- LU �' p 5.2,18 SCALE 1/2"=V-0"0 5.2,18 SCALE 1/2"=V-0" �21SCALE 1/2"=V-0" 5.2,18 SCALE 1/2"=1 -011 �21SCALE 1/2"=V-10" _ v Lu 2E "n ¢ W Z ca --I 2x4 1„ w a ® o SUBFASCIA MIS 5q Z = -,wi � 2x6 FASCIA-113.2 N '� i SET REVISION INFO w Z V 1x6 FRIEZE BEAM PER 5.2.18LU SHINGLE SIDING a g m SIDING STRUCTURAL U' cC w Z o =ice 1"x4"TRIM 2"x4" M O > 1x3 SLOPED v L O O CAP 1X12 TRIM y M 1/z"SHEATHING ® W z u' 1x12 TRIM SHEET DESCRIPTION W ® z Lu D 4"x4" WOOD 4"x4" POST EXTERIOR 311 POST Z U O CD Cz7 Mo z CAP ABOVE. o Q Q ELEVATION + J J d m Z o ¢ w p 3' 6" INT. EXT. --2x4" ( DETAILS � (n ¢ 0 11-011 w x Z 1L_p11 _ Lu U)„ , = z OVERHA G 1 „ 1 2x4 PROJECT NAME W O SHAKE SIDING 2 4 5 2 O SUBFASCIA ow Z W FLASHING 2x6 FASCIA ATLANTIC BEACH w = o ixzHca _ 2ndFIN. FLR. 1X6 FRIEZE HERITAGE Lu FIN.FLR. PLAN VIEW 13.1 CAP DETAIL 13.2 PLAN DETAIL E z O w :FE 1 ----- 5 218 SCALE 1"=1'-0” 5 218 SCALE 1/2"=1'-0" SIDING DUVAL COUNTY w = p FLOOR 1 X 2 CAP i LOT/BLOCK 81 (n Z E- SYSTEM Z Z 1 11 SEE 6/A5.2.18 1 x 6 TR M 1 x 6 TRIM 1x4 TRIM 13.1 LAP SIDING 13.1 LAP SIDING Z o z 1 -6 FOR TRIM DETAIL „ 5.2.18 TBI NUMBER 81 1 X BLOCKING 1 X BLOCKING A5.2.18 MODEL 4"x4'. 4 TRIM ® � z o TRIM BRACKET PosT SEE DETAIL "' z cc ---- - PAVERS ON NEE�E� C) Z � � a _ STEM WALL SHAKE SIDING APTIVA N w W 0 Z D - -- __ _ __ 18 _... 4/A5 2 M W Z ¢ o -- - -- ---- SIDING N pvww r1 c M _ Lu ELEVATION NAME Z w O o 0 0 o 1011 ` M w - ...... OVERHA G CLASSIC CL) < w � '� (� Z H j f j 4"x4" 11-411 POST 4 TRIM 2E 0 VERHAN ` Z 4°TRIM = Q SHEET NUMBER ® Z = � OA gO W � W 10 AILK'11'�COLUMN DETAIL 12 W INSCOT DETAIL 13 SERVICE COURT DETAIL 14 _DECO WINDOW DETGABLE END DETAIL Lu � H. 11_ I II 11=1-0 _ II „_ , it 11_ I 11 H O p 5.2018 SCALE 1/2 —1-0 5.2.18 SCALE 1/2 —1 0 5.2,18 SCA E 1/2 —1-0 5.2.18 SCALE 1/2 —1-0 5.2.18 SCALE 1/2"=V-0" ® ¢ uF– O p[ ERIAL NUMBER 1010.1 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln 0Fa FAQ ' C=) , y q4 W R9es s SEE SHEET A3°N FOR RADIANT BARRIER 9: INSULATION SCHEDULE TF y 00 DA! � OVAN G. DRUMMOND,AIA ( AR 96399 r'y,m U- ` 3 F I ® z z ¢ ® U) z U) w PRE-ENGINEERED TRUSSES ® w ® DESIGNED B TRUSS 0 00 C' m �j MANUFACTURER COFFER CLG. v' © 00 0 ce w I BEYOND �, �, @ w N M LL_ I � ,.r..... � .: te "ate �--.��.':�e,-o,;.. >. ..7:, :. � WBEDROOM 4 o Q o m ® _ ® u w o Lu o >: 00 - O ;. tp C4 — _.. -- I Lu I �. ............ �• � w > rn ® p f- : �l ®Lu o ; ...... I F. . z (i Il; 00 E'� a � OURM o Q KIT HEN COVERED ¢ ;DINING C ENTRY w z Lu Cie Lu BEYOND BEYOND t -- - - c� cn z �. . . . :: - °000000 �:� _ t:.» r -— O I � � x OVERED GREAT ; al � � A Q W __ r_ LANAI ROO ,: ALL FOYER _ _ a o 0 _ N... Lq E, .. .1 .. .. .. .i. 1 LL ._.,.:....: 1. W J CABINETRY &APPLIANCES AR o > FOR REFERENCE ONLY ® L , ` f .: PRE-ENGINEERED FLOOR ® oma TRUSSES DESIGNED BY TRUSS U m MANUFACLu TURER a ® ® z o n DRAWN BY ¢ � A UILDING SECTION S. PROFFI17 z " m A7, 1$ SCALE 1/4 "=1'-0" CLASSIC z ® CHECKED BY w (n Q S.VANCLEAVE � m SCALE m a > 22X34 = SCALE AS NOTED 0 ¢ 11X17 = 1/2 NOTED SCALE _; 0 J � wc=n 0 0 SHEET DATE w Z4 U SEE SHEET A3.N FOR 08-13-15 o W INSULATION SCHEDULE CEILING FINISH SHEET REVISION INFO w o z CONTINUOUS METAL PAN FLASHING W m 0 OVER SUBSTRATE AT THRESHOLD. PER SPECS _ APPLY DURADECK WATERPROOFING ® � ® � I RADIANT BARRIER MEMBRANE SYSTEM PER MANUF. TOP OF PLATE SPECIFICATIONS - - >- ''-' EXTERIOR WALL 'v m w DOOR PER PLAN PER PLAN Lu = ® ,� BEAM PER SET REVISION INFO ® J METAL THRESHOLD FULLY I cn w Lu SEALED TO FLASHING PAN \ STRUCTURAL ( I 2 0 z __j = PER MANUF. �� \ Lu ce �i Ln >_ PRE-ENGINEERED TRUSSES o RECOMMENDATIONS °' DESIGNED BY TRUSS / z c� oc w z HALF WALL z 0 ® � MANUFACTURER I i J 1 1 8d NAILS AT 6" O.C. � U) O RE-ENGINEERED FLOOR ¢1 Lu z N SEE SHEET A3.N FOR TRUSSES DESIGNED BY TRUSS �� I I, SHEET DESCRIPTION 2: LuMANUFACTURER - I I FLASH UP WALL, 12 Lu C) o INSULATION SCHEDULE z ® 1 MIN., CONTINUOUS BUILDING i- w = zv FT \ BALCONY I %" EXT. GRADE STRUCTURAL AND BALCONY z r v v s vZ r v r x D�CK SHEATHING Lu ¢ > ® CONTINUOUS METAL PAN �� OO I DURADECK, WATERPROOF SECTIONS W z FLASHING ALONG OPENING - - i° �I DECK MEMBRANE - FL cn J ¢ W/ NO SEAMS OR SPLICES - #12407.1 ___ ______,_._ __, ,, __. .. 1 ( PROJECT NAME Lu �' V 3" LAP MIN. DOOR FLASHING DETAIL - _l.- ►I 42" HIGH RAILING Ce LU z ® gip ❑j � . COLLAR FLASHING AT POST. 1 I ATLANTIC BEACH � Wzz f. ( � - I o Lu SEAL AT TOP OF FLASHING HERITAGE T i ® _ ti ( I 1x FASCIA TRIM Lu _. DUVAL COUNTY u- I SLOP "i:48„ ... `O 0 = o �' j FLOOR TRUSSES - SEE — — LOT/BLOCK 81 C) Z ® z � / GOURMET I !... ._ FRAMING PLAN z O Z ! GREAT ROOM ' B DROOM 2 81 KITCHEN , . �, -s----=--------=-- ER o F- z ,� .1 ® U - 2X CONT. WOOD LEDGER o E-- :, — �_.. : __� .._ .i -� Q ^ � � I I-W-- :, �_ 1 _._, MODEL AT BALCONY, ATTACH PER Ln ce w > I_...::.. ABINETRY &APPLIANCES STRUCTURAL PLAN " CAPTIVA N w ® ® z j' ARE FOR REFERENCE ONLY N Lu Lu ` W '_.W. ELEVATION NAME M c� ALL FASTENER PENETRATIONS TO BE CEILING FINISH PER SPEC., U.N.O. E o SEALED AND CAPPED #2 SYP. 2X JOISTS - SEE STRUCTURAL CLASSIC cu® ¢ _ u ® B BUILDING SECTION I®N PLAN. RIPPED TO ALLOW FOR SLOPE z �� u SCALE 1/4 "=V-0" CLASSIC ~ vi A7. 18 HANGER AT EACH RAFTER PER Q SHEET NUMBER in � ce m C BALCONY SECTION STRUCTURAL PLAN � zw � A7.18 SCALE: 1/2° = i'-o" _ ¢ ® wcaLu A7 , 18 _3 0 0 u- ¢_ < UF- 0 pC EERIAL NUMBER 1010.1 i TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS S DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Lo U EE s z c-112/02/1ce5 LU o R96 9 � >- J ce ca OVAN G. DRUMMOND,AIA A/C COMP. #1 A/C COMP. #2 AR 96399 . U- P-4 ® UNDER GAS TANKLESS a ® FOR HOOD CABINET W/H WPFOR Z VENT LAIGTING 1-1 Ln GFI E.M. HB. ;,. IRRIGATION LU Cn W r - __ fm �--t __. _ .. _____ _.,_.___ ..____-._: _-_---__.__ .._ .__ __._.___ ___-__._..__.._._.._..___-----._ __...........:__._ ----------- __.._ .__..w. �._.. _rte { _ . .yJA _ o = - - 1 _ i �... .. cn w ® i i WP c� 1. ®-------------- oc ,� �� , �/ EMPTY CONDUIT TO 2 Ea T� GFL. _ _ , SURFACE MOUNTED TT TTcn00 GFI FI GFI GFI D6L j Gh GANG J BOX W/ BLANK GFI �, � zm _ REF. I-,ASD LAU N DRY ELECTRICAL PANEL ® LL, OVEN WP PLATE LP�CARAGF------ P--=..., w M w PAC _ a a � � � ,, GFI ----- --- _____-_ � Lu ce CL � z o �_, - GAS COO KTOP GOURMET - L--t - -, �" ----- W Q - _ O ILU m DINING ROOM U/C FOR DIS __ KITCHEN W• �' _ ® i- ® 4 J - - - U/C FOR D.W. /;/ P; CE y� \`\ U w o .-+ \ Vb a = ' EXPANDED / - N \\ \ � z \ HALL _ tp W l / COVERED �" FI G`� . . T W LANAI -- I ,� MIN. 6 ABV. TWO CAR __:1 o o ,> ® DOOR FOR GARAGE \ I I _ ( SECURITY SYSTEM I F Q, Z ® Qz I __ \ .. a Q O { : I G.D.O. --------------- � � � \ E I GD0 z � Q ® ........ ... . .... . ..... . ......_ .......... ' i A W I --� - @ a W t U U) < w �F - _ _ - �- --------------_— / - a tu- t STUDY M o = ate \ I J I T ! a �-- , ice \ — Lu � I PANTRY _ ® ® I J -----------Hl ----- I I Lu ATTIC ACCESS W/ I 3 ® o I GREAT \ `. LIGHT &SWITCH c a ®c Lu 0 ,� �, ROOM f Z t f U I \ ... ...... ® o cn ; ----_ _ --- ---- WP - DRAWN BY --------------- \ ------ --- z � � - \\: — °C -� - - LU _ \ S. PROFFITT U _-- FO R Ca sD co ® Z ---------------- TWO-STORY TO 2ND. FLR. / ��. COVERED CHECKED BY ." cn ¢ I S•VANCLEAVE _, _ __ HALL LIGHT ENTRY W =- W G T1. _ .Q .,_..- ._..:...__._.._............_. SCALE �T oc z w ,..,... ...., _ ED a > \ \ 22X34 SCALE AS NOTED o J ,- J _� ___ __. __.__ _ GF \, _ `\ __ E 11X17 1/2 NOTED SCALE _ _ DB _ - ® x ._... ii Ali Lu / i \ _ .... T SD OPT. ® o SD .. ..: SHEET DATE / / % SD CO / I I ! TO 2ND. @ \ FLR LT. - 0813-15 W MASTER I - -- i- ® - + - sDD4C 0 BATHROOM -�-- _ -_- SHEET REVISION INFO Oz / \ �- 3. : I \ / , 3 cn o c� J \ GFI ? i z / t—a ....... i z ( 1RM,3 t a ,� / �. m Lu z ; W I co J I� BEDROOM ® MASTER / oPT.TV .. �, ROO 3 WQ ® I Q .z BEDROOM ,, I SET EVISION INFO z ® W BEDROOM 2 W W o cn I / GFI GFI : I w UF. / ........ f { W.I.C. ` cL ce(D ce Lum I : I, E , P 2 �,. 3 / ; ATH ® o E. �: I GFI _ w f _ +� OPT. SHEET DESCRIPTION DC z U u) — ------- _. — _ ( —--------- — - --- -- L _ I wz ...... .. . -®- �, .. .... W o FIRST FLOOR � zw � HB` ELECTRICAL mceo- z LU w > LAYOUT xRzj < Lu ® < z PROJECT NAME W Ln ® ATLANTIC BEACH 0 LOU z € HERITAGE Lu x: ® Lu E DUVAL COUNTY E: p u_ cn "' LOT/BLOCK 81 o ~ ® = � IN ® ® � TBI NUMBER 81 in � � 0Z ® ® Qoa MODEL Ln � ® Z � z Lu > CAPTIVA Co uj N � ® ® Z �__......... ELEVATION cn Lu U_ a < FIRST FLOOR ELECTRICAL LAYOUT ;F— NATION NAME - � z � � ® SCALE: 1/4••= 1T_oLI CLASSIC CLASSIC E � cn oc QW � cu w �m SHEET NUMBER _j® ~ ADDITIONAL NOTES DETAILS & SCHEDULES = ® LumUE 1 8 FOR REFERENCE ONLY CAN BE FOUND ON THE EN SHEET. CD ; o ® � Q Q C.) o pC ERIAL NUMBER 1010.1 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln o z G DR 3 ' , r _ AR 399 ca cy J V 1- I OVAN G DRUMMOND,AIA AR 96399 1 i Z � H ® z z Q ® gym c— - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - - - - � a � I I I I cn z °® L 00 o � =; I I I w M w � ® I I I a a 0 w = ¢ O Wr ® I I I ® ALL, 00 o o Woo I I I o Jaz I I I H ®rLi ® ® I I I x o ,c- ® I — � I I a, p Lu Wim ® I I I wzce �? Q L W a U) I ROOF BELOW ,4ru A w LiLU Lu z I I I x o CS 0 Ll P6� N ® oc I I ® o -� I __ _-___--___--__ , Q ® ® ... .... .. L - - - - - - - J ce 0 z ® w I I OPT. I DRAWN BY I OPEN TO v � I FOYER BELOW S. PROFFITT z z ( I I I CHECKED BY w S.VANCLEAVE _ �_,TO 1ST FLR a ' '/ ® � I I / SWITCH SCALE z w c � - - - - -� / - 22X34 = SCALE AS NOTED BEDROOM 4 / 11X17 = 1/2 NOTED SCALE o ----------------------------------- ------------- -------------- - r p = PROVIDE LT. & -' -- -- - i , u, cn I J . ........ ......... .. ® � ( SWITCH FOR ATTIC / - ' IIT 1' T fFL 1 ® � / CI R 1 SHEET DATE a o ( ACCESS /' \ ; ;SWITCH;""; I ac Ln 08-13-15 Lu PROVIDE IGFI ® � AOPT. / L - / � o ! -__ TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES THE APPLICABLE MINIMUM BURRING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.ELECTRICAL SYMBOLS LEGE Ln z SINGLE RECEPTACLE P�oF ® ,� DUPLEX RECEPTACLE i G/o2/15 y ® 240V RECEPTACLE' = o SWITCHED RECEPTACLE AR 399 cro mQ UADRAPLEX RECEPTACLE O0 SINGLE FLOOR RECEPTACLE J � OVAN G. DRUMMOND,AIA � � � � A [dl DUPLEX FLOOR RECEPTACLE AR 96399 j SWITCHED FLOOR RECEPTACLE z gg QUADRAPLEX FLOOR RECEPTACLE 0 ® z GFI GROUND FAULT INTERRUPTER 2-' o WP WEATHERPROOF GROUND zEP ELECTRIC ® � VP VAPOR ROOFEL 5u Lu F- cn LU ® RECESS INCAND. (EYEBALL) FIXTURE °° 00 00 pp N ® Lu J SINGLE FLOOD - WALL MOUNTED w a a o o w ® DOUBLE FLOOD - WALL MOUNTED F o i Lu Lu = g SINGLE FLOOD - SOFFIT MOUNTED> o . ) Q w o Lu DOUBLE FLOOD - SOFFIT MOUNTED00 Lu z ® � cn HANGING / PENDANT - CEILING HUNG © o N O O tp 0 3: ® INCANDESCENT FIXTURE - CEILING MOUNTEDEl Lu INCANDESCENT FIXTURE - WALL MOUNTED xEl ,> Lu ® E ® RECESSED HIGH HAT a O O 2 FT UNDER CABINET FLUOR. FIXTURE wa ® w Q F-36 13 FT UNDER CABINET FLUOR. FIXTURE Q z U Ln 48 -A FT UNDER CABINET FLUOR. FIXTURE z STRIP LIGHT � ® r 12x24 FLUOR. FIXTURE x O o Lu ® 12x36 FLUOR. FIXTURE Lu clf ® 12x48 FLUOR. FIXTURE w ® ® 24x48 FLUOR. FIXTURE 679 ® Q SS EXHAUST FAN a ® u- "; �o EXHAUST FAN w/ LIGHT ® ® m� E.M. ELECTRIC CO. METER 0 0 0 FGM GAS CO. METER DRAWN BY 2-1 Lu 0� S. PROFFITT `t oe ®SD�CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR CHECKED BY z o° sD SMOKE DETECTOR S.VANCLEAVE Lu ce U a $ SINGLE POLE SWITCH 3 3 WAY SWITCH _ SCALE O 22X34 SCALE AS NOTED cc z u� � 4 WAY SWITCH ED ®J $D DIMMER SWITCH 11X17 = 1/2 NOTED SCALE ® W 4 PUSHBUTTON o Ln® � 08� DISCONNECT SWITCH SH1EETD 15E v ® O JUNCTION BOX ® SHEET REVISION INFO CL TV JACK a o® ® PHONE JACK - PREWIRE ONLY _ co U THERMOSTAT L ® � Q PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT co ELECTRICAL PANEL mm � J m: � SET REVISION INFO Lu a 0 0 SP SPEAKER WIRE FROM TOP OF WALL 0 (w KEYPAD g CHIMES a C- cc m STRUCTURED PANEL (a.k.a. SMART BOX, 0 ® � E� COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) U ® INr. INTERCOM SHEET DESCRIPTION z W ® ® ELECTRICAL Lu Luo FOR REFERENCE ONLY SCHEDULES 0 < > ® AND NOTES ZZ = ® z ce w a ® < z PROJECT NAME Lu o C'eU;�, ATLANTIC BEACH � WZz 0 u0j W HERITAGE � � � ® E 0 w DUVAL COUNTY (n w H z 0 :3= ® LOT/BLOCK 81 U)Ln Lu Z TBI NUMBER 81 o = u, z o ® o ' MODEL b 2w- LUo a ® � CAPTIVA �, Ln cn LU N Lu Lu ® z M w � z Q W ELEVATION NAME Z v r ® Ln MEDITERRANEAN Lu z o Q z = z = Lu SHEET NUMBER w° ami ® z = �— w co C.� E N 0 J z pC SERIAL NUMBER 1010.1 � 00u Q aUi— O 0 DIFFUSER LEGEND TO THE BEST OF LI KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPILES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, Ln OF Ft�R cv ® SUPPLY ® RETURN ® EXHAUST FAN PizG. /oz/15 oy @J w H Z p R963 ce co -' TFRED ASG ® FOR REFERENCE ONLY OVAN G.DR MOND,AIA A/C COMP. #1 A/C COMP. # AR 96399 M o Z W ....... - _ - - -- ---- - --- --- _ - -- -- _ -- - _ ---------_----------------------- O = - ----r _._._ -.__ _ _ ------ ---_______----------_-_______--__------- - __-__ _._. _ .qqlq _ ED .._ . .......... _._ ......... _...` __. ...... ......... ......... ......_ cww nO - co 00 00 ow ------------------ U- Lu _______________ w M w ce LAUNDRY 10" X 10" AIR o j JUMPER LU = GOURMET ® QIT W ® /' ® � , DINING ROOM KITCHEN _ ...::. I w o EXPANDED00 z = � COVERED TWO CAR 0 o w ® LANAI _ . GARAGE o 0 s wz ® HALL ® W ® xEl wo , ---------------- _ ........ cn ® ....... . .... ..... ...... .___ s-- Q ® i--------------- w Z Q ww ® - ..... ... ........ _. .. ....... ..... ... ......... ....... .. ! Q z Uto ¢ ............ i a o A W PANTRY x o w LU ® ® ® STUDY w N ._ ® � GREAT ROOM ® , - ---------------- UceM., Lu O z _. ocv ( ... ....... ........................................................ ..... a oc i Z ® }}W DRAWN BY ce S. PROFFIT ......_ . ..._ ........ . ?�.I c5U- m _ z -` I CHECKED BYHALL OCOVERED - - .. ... .. FY S.VANCLEAV E UJ TRY �— CL LU SCALE�� �I: t z LU m ¢ > 22X34 = SCALE AS NOTED J _._ _ _ _�__. - __ ---_ ----- . -- 11X17 = 1 2 NOTED SCALE o _ _ _ _. -- - - - - ® y... Lu I - `� cn -- ® / SHEET DATE ® _ jii it � U I L - w ; MASTER � ® 08-13-15 it it ® oc ! BATHROOM SHEET REVISION INFO oc F- a. oz - a F wm ® I . ® w z MASTER® " BEDROOM ? POWDER RM W.I.Cx BEDROOM 3 m Z \` BEDROOM 2 i _ w I I ¢ I SET REVISION INFO Lu Ocn � _ W.I.C. z777 Q� LU BATH 2 : I ® ® � l , �. SHEET DESCRIPTION ___ _.__. _ ........_ _ _ _ _ ..... .... , ..... _ � w FIRST FLOORUJ0Lu DIFFUSER LAYOUT ® ¢ wo w _> U zz = ® JQ � Ln = z PROJECT NAME ATLANTIC BEACH ® ® E HERITAGE w = � ® Lu V c=n w DUVAL COUNTY E ® wcn ® i-- LOT/BLOCK 81 Ln �cn zzL� TBI NUMBER 81 LA O ® z F-. V MODEL ^ ® a k Ln ¢ oaIng Ce LU CAPTIVA CD Lu U W< FIRST FLOOR DIFFUSER LAYOUT w ELEVATION NAME z a o SCALE: 1/4"= V-0" CLASSIC cn CLASSIC E cy- v ¢ � � ® z = zo ( Z w �mSHEET NUMBER ® zLU -q-q C) => ® zcoU _ M 1 ■ 18J w _j 2-- w _joou- ¢ ui_ o o1 pC ERIAL NUMBER 1010.1 DIFFUSER LEGEND TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln Lj F CD ' UY E R 4 N °12/02/15 V ® SUPPLY � RETURN ® EXHAUST FAN `'�°° �• � 9 ��` tea = ate x 0 i�' AR9 99 p ce m � FOR REFERENCE ONLY OVAN G DRUMMOND,AIA AR 96399 M � O ® z i Z O Q '-'" — — — — — — — — — — — — — — — — — — — — — — — — — — — — V) e - - - - - - - - - - - - - -� LL° - - - - - - - - - - - - - - - - - - - - - - - - U.1 - - - - - - - - - - - - - - - - - - - - -- - —� L - - - - - - - - - - - - - - - - - - - - - - - - - - D ® °; ® I I Su I o x CL me z m L — I °° 00 oWJ I I I w 00 M b a a a C) w ® I i I �-+ �' o o LU Lua Lu oEl oo = o z x o— I I o Q z � � ® cn p o > o F- 0 ® ® I - - — -� Wim ® VtnQ u,, 0 I ROOF BELOWce Ln I a A Lu ce WZuj z � < � o G ® ® I I I N LL_ I oar I i co I I E I cn I — - - Lu o I ..... _ _... ................................................... — — — — — — — oc I z W I ® ® I DRAWN BY Q � oc ( I I zm ( I I I S. PROFFITT z ® I I I CHECKED BY z W I i S.VANCLEAVE xw � F � I i OPEN TO SCALE - - - -� Ce LU — I FOYER BELOW I 22X34 = SCALE AS NOTED o a ---- ------------------- 11X17---- ---- - _ _.__. :_ = 1/2 NOTED SCALE , --- ---- - BEDROOM 4 0 w ® o I SHEET DATE v ®F I j 08-13-15 �� - p W T c oG cn V Y 31.l. Lu ( I (i ® C�eo I ! ------ L ----- i ! SHEET REVISION INFO ,- -- - - = COVERED I f I I I I I i m ® I ! l ! BALCONY o c„ ROOF BELOW Lu �. iE r i 4 f z cn O CD Qw � � I __ �. -------------------------------------- ca - L Lu mJ � Lu WLu I SET REVISION INFO Ocn —j = LOFT Q Lu z I , Q m I HALL BATH 3 � � � z _ . ® ® � F- Lu x ! z v �„ I - - ___-_ ------ SHEET SHEET DESCRIPTION uJz __......_. _ .. ......._ ....a ........ ® u, cn - - - - - - - - - - - - _______�_.E SECOND FLOOR W o - - - - - - - - - - - - - - - - - - - - �— — -- - _- - ` ' ........... - - uj o DIFFUSER LAYOUT mce z ® Q j 0 � ® � z PROJECT NAME ce < ® ANTIC BEACH 0 03 z ATLANTIC HERITAGE WU � ® ®uvaL couNrY ® _ � O LOT/BLOCK 81 ,- Lu ri z o z TBI NUMBER 81 `n afm p ® ® t Z MODEL , 21-' LU Q ^ ,__, cn Ln U W Q CAPTIVA C) F- �. z � N ui ® -- W ~ ® z SECOND FLOOR IFFUS LAYOUT 4 c' w W ELEVATION NAME O SCALE: 1/4°= V-0" CLASSIC I U) CLASSIC Q LL_ u F- UF- :3= a <o xzo u;m Q SHEET NUMBER -o w oc a pz = N c vi® �--- x < 'Moe M2 , 18 w J O Q 0 u- < V I— 0 p[ ISERIAL NUMBER 1010.1 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln ri Z - - ., .�-' .f n ,) c:> W TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING f u= }_ 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE c oa BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER 0° RESISTIVE BARRIER & HAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER — FOLD UP WEATHER �� R963 9 ce>- J IN STRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE 0 o HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY FRES ARG F.., SECURE WEATHER RESISTIVE 0 N G. DR ......MOND,AIA 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ABOVE HEADER TO WEATHER EXTERIOR AR 96399 BARRIER ALLOW FOR FLASHING RESISTIVESHEATHING . PROVIDE A CONTINUOUS BARRIER I UID APPLIED FLASHING 6 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD INSTALLATION 6" TO THE INTERIOR FACE OF o WEATHER TAPE SILL PAN a zo FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RESISTIVE 2. INSTALL HEAD FLASHING UNDER THE MASONRY OPENING `" BARRIER WEATHER RESISTIVE BARRIER 2 (SILL, JAMBS, AND HEAD) CLyu- o = C :::fit:'>.:;::.. (ASSEMBLED ='``` . 3. FOLD WEATHER RESISTIVE -n T 2. SEAL ALL JOINTS OF Lu oc �- .:.:.:f:J.:.L:• :'r:Y:':Y:.. WINDOW )W ) � w ' ... ® SILL PAN BARRIER BACK OVER HEAD 2 Eli m ` r; � >......:':.. MASONRY WITH � z ;:.. FLASHING AND SEAL WITH TAPE _ = CONTINUOUS SEALANT. �' oLuJ O 0 1O >>::::<:>::;:::... c� c� FLASHING M -1 a o w ;:«:<:Lu >.•>: ;;':;:':':;'::-;'::.. DO NOT FLASH o w ¢ ::::::::::: :: ' : : :`: :'::.. OVER BOTTOM H Lu = ,:.:;< • CORNER m NAILING FLANGE w ~ ® 4 .;� :.::r<';:;>: PATCHcl A W w NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE :'::':::'::':1;;' ::t'::':;•::::':: o J wto >:>:i::: .. (MIN. 6 WIDE). CONFORMING TO AAMA 771-07 wH o > o FLASHING : : :: FLASHING x ` w p.y ':.�:::.�.i.... ':.r.:':. ...�. Lu o 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF a p Z cn ® :: WINDOW SILL PLATE. 1 a Q w u ..4..........: rT, 1__1 V :L.........: NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. A z Q "' ® "` 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) :.T. V o a CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED 2 a Q w w a N oc z BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 O a �'... 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS A = LU 3. MECHANICALLY FASTEN AS NECESSARY �' a PRE-CAST SILL ILceO WzQ EXT_1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL EXT-2 TYPICAL WINDOW FLASHING DETAIL `~ ~ ® D3 N.T.S. (EXT-1) D3 N.T.S. (EXT-2) NOTE: DEBRIS N OFF ,`; OPTION - A ORE APPLYING 02 J UCCO RAKE JOINT AT WINDOW SEALANTS. UU.J C) ca U OR PERIMETER CAULKING Q oc o N FLASHING WI 0 BE SECURED DIRECTLY WINDOWS TO TALLED o 6 DRAWN BY TO T CTURE AS DESCRIBED PER AAMA 200-1 a ce � CONT. DRIP EDGE ON PRO PROVAL zm CANT STRIP ACROSS DOOR HEAD M. STRICKLAND z oTO DIVERT RAIN WALL PER PLAN WALL PER PLAN ALL AS CHECKED BY SILL PLATE cc Q REQUIRED 0. SWAFFORD w w a z W SEE NOTE #2 RAIN DRIP -SCALE REGLET 22 X 34 SCALE AS NOTED °J° o 1" EXTERIOR �� 3. INSTA K. PROVIDE J Q DOOR 11X17 = 1/2 NOTED SCALE WALL SHEATHING EXTERIOR OR CID OUS SEALANT cn WITH WEATHER P.T. WOOD BUCK SET IN 0 RESISTIVE BARRIER WINDOW CONTINUOUS BEAD OF TO RY SIDE OF SHEET DATE Lu INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED II LATION. ON PRODUCT APPROVAL 0 C NOTES: NOTE: EAL ALL JOINTS (BUCK SHEET REVISION INFO a0 z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) DRYWALL BUCK AND BUCK TO LU oU CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIO ASONRY) WITH Lu z DOORS THAT HAVE NO IMMEDIATE OVERHANGS NOTE: CONTINUOUS SEALANT. o cn o 2. INSTALL SILL FLASHING AS SHOWN ABOVE w z ABOVE THEM AND DOORS THAT HAVE A SECOND WINDOW BUCKS AR CAULKED . < z STORY WALL ABOVE THEM. TO WALL &WIND 5PROVIDE A LIUID Q MES CAULKED m m L 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS AT INTERIOR AN RIOR PERIMETER APPLIED FLASHING OR Lu = o w TO BUCK (INTERIOR FACE SELF-ADHERING FLASHING SET REVISION INFO 0 V)0 V) w V)w WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW PICAL WINDOW TO REMAIN UNSEALED). J C32 :5 6. INSTALL WINDOW. W Z EXT-5 EXTERIOR OPENING O R BEAM EXT-6 HEAD DRIP D ETAI ExT_7 HEAD DRIP DETAIL JAMB SEALANT DETAIL 3 PROVIDE A coNTlNuouS M C) dr)>o o �3N.T.S. (EXT-5) ® N.T.S. (EXT 6) D3 N.T.S. (EXT-7) N.T.S. (E -8) SEALANT TO ALL FLANGES OF oINDOW AT w z '=' 5 SILL (PROVI EXCEPT 2- MIN GAP SHEET DESCRIPTION w w o z 5 EACH END). Z Lu w o 4 7. PROVIDE CONTINUOUS STANDARD m � 0- z SEALANT AT INTERIOR AND NOTES & DETAILS ® ¢ w p EXTERIOR. REFER TO F- v' a v PT WD BUCK AAMA STANDARDS FOR m m J z OURSE STUCCO ON 8" CONC BLOCK W INSTALLATION STEPS. tx w 2 a � #5 CONT SLOPE W/ #5 IN GROUT FILLED CEL PRE-CAST SILL p- "-' z -.---- MIN. 30" OVERLAP. ALTER PROJECT NAME ,� HOOK BAR DIRECTION ART °C u * FOR SPACING 0 ) WALL PER PLA NOTE: CLEAN OFF 0 0 � ANY DEBRIS Av o w -ii �. SITE W CHEDULE BEFORE APPLYING w w J HEIGHT FOUN FTG. REINF. DOWEL ANY SEALANTS. z p o SI D) SPACING WINDOWS TO BEINSTALLED LOT/BLOCK z z 'L o 0 -0 to 4 -0" 1 -4 (2) #5's CONT. 56 o.c. PER AAMA 200-12 cn r d I n n to 6' 6 x 1I-4n (3) #5I s CONT. 48n o.c. ----- - TBI NUMBER o U o ►; T-211x 1'-4" (4) #5's CONT. 32"o.c• 61' 5"x5" METAL FLASHING STEP OR MODEL n ; w/TAR BETWEEN CONTINUOUS Ln V) � w Q _ GRADE — SHING AND SHINGLES FLASHING ALL CD z > _z ,�. �, o RUN KICKOUT FLASHING 6ELEVATION NAME " PA w EDGE OF R00 R R PLAN z a o - PAVERS ALL cI oc wa AREAS, TYP. PLAN VIE a w u;Fc.i i U, -- -- z = m O SEE CHART FOR 0 z FOOTING SIZE AND REINFORCEMENT INFO PICAL ROC F TO SHEET NUMBER W m � m TYPICAL CMU oz = cu a u T-9 Y WALL T WALL FLASHING DETA _ o w CO U PRIVAC S EXT-4 WINDOW FLASHING DETAILD3 jaj _jJ o o ®3 SCALE: 3/4" = l'-O" (EXT-9) N.T.S. (EXT-11) cc a c.� P o D3 N.T.S. (EXT-4) ERIAL NUMBER 1009 a /'` TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS ROOFING PER CONTRACT ON (2) DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE CERTIFICATION BELOW. LAYERS OF 7/16I I SHEATHING Ln ® z (CONTRACTOR TO PROVIDE PRODUCT N APPROVAL FOR ROOFING SYSTEM) SEEP� �r PLAN W s II rota �? ROUND VENT @ - AR 399 �� ; >°C m 24" O.C. 0 0 ,T f. .TMFRED �M� OVAN✓aG.DR MOND,AIA �- METAL DRIP A TAL SHINGLE EDGE r CARIBBEAN CLASSIC COS -�� AR 96399 1X4 FASCIA o CEILING INSULATION z SOFFIT LEGEND N.T.S. (SEE ENERGY CALCS.) 0 2X6 RAFTER TAIL ® � _ @ 24" O.C. 1/2" RIGID GYPSUM BOARD � ''-' ~ 3/8" CEMENTITIOUS DBL. 2x SYP. WD. "' o SOFFIT TOP PLATE � p w 2x SYP. #2 WD. STUDS w N o FINISH MATERIAL H @ 16" O.C. TYP. ►-a ,� A 1' o F- PER ELEVATION a O Z WALL INSULATION H Lu = a 1 X 6 HEAD TRIM � (SEE ENERGY CALCS.) � 0 W ca oI 2x SYP. #2 WD. HEADER (u A w 0 0 = I I -SEE SCHEDULE v, o z = i- "t w 1.-q zo BACKER ROD SCHEDULED WINDOW ♦ 'IT 0 SEE FLOOR PLAN � w J ° Z AND SEALANT ) WINDOW ATTACHMENT x ® o 5/4" SILL COMPLIANT W/ FBC-RQa ®� z 2x SYP. #2 WD. STUDS @ I� p Z W Q 1 X 6 APRON II Q O a = o i 16 O.C., TYP. w Q W ® EXTERIOR STRUCTURAL A Z w ® < SHEATHING AS REQUIRED ` WALL INSULATION a w z BY FRAMING DETAILS (SEE ENERGY CALCS) a= WATER RESISTANT BARRIER p Q LU z (2 LAYERS REQUIRED) CONNECT WALL PER a POLYETHYLENE HOUSE WRAP FRAMING DETAILS U oC) OR APPROVED EQUAL SYSTEM 04 W U- FINISHEDBASE MOULDING �- z e 2x SILL PLATE o 02x RIBBON FASTENED 3/4" GYPCRETE (OPTIONAL) TOP OF ce L w TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR C) ce m TRUSS ENGINEERING TRUSS � uz ROOFING PER CONTRACT ON (2) 0 0 LAYERS OF 7/16" SHEATHING w a � (CONTRACTOR TO PROVIDE PRODUCT ¢ DRAWN BY ce APPROVAL FOR ROOFING SYSTEM) SEE PLAN D. KRAMER Z W W m z o WAINSCOT/TRANSITION na CHECKED BY 2X6W/ 2" DIA. cc 2x RIBBON FASTENED BATT INSULATION S. VANCLEAVE = W ROUND VENT @ -' E- n- 24" O.C. -' TO FLOOR TRUSSES REQUIRED OVER GARAGE SCALE a > PER TRUSS ENGINEER (SEE ENERGY CALCS) 22 X 34 = SCALE AS NOTED ® Q EDGE METAL DRIP II 11X17 = 1 2 NOTED SCALE DBL. 2x SYP. WD. TOP PLATE o ® _ 1/2 RIGID GYPSUM BOARD / ,L cn 1X4 FASCIA r PRE-ENGINEERED WOOD FLOOR 0 o . TRUSSES (VERIFY W/ TRUSS SHEET DATE d 0 CEILING INSULATION ENGINEER FOR TRUSS LAYOUT) o2X6 RAFTER TAIL (SEE ENERGY CALCS.) o z @ 24 O.C. 1/2" RIGID GYPSUM BOARD 1/2" GYPSUM BOARD SHEET REVISION INFO ce ON STUDS W/ WALL Lu m ® 3/8" CEMENTITIOUS DBL. 2x SYP. WD. INSULATION (SEE TOP PLATE ENERGY CALCS) Lu z Ln SOFFIT 1 X 6 HEAD TRIM Z En o z 2x SYP. #2 WD. STUDS u„ z •-a FINISH MATERIALS @ 16" O.C., TYP. m Co W PER ELEVATION .� m: WALL INSULATION � � � HEADER , SEE FRAMING i Wa ® o PLAN FOR SIZE AND DEPTH 21M U.J 1 X 6 HEAD TRIM (SEE ENERGY CALCS.) , SET REVISION INFO o cn -j = 2x SYP. #2 WD. HEADER z v E- -SEE SCHEDULE Q cn m o o BACKER ROD SCHEDULED WINDOW BACKER ROD SCHEDULED WINDOW z v = AND SEALANT (SEE FLOOR PLAN) AND SEALANT (SEE FLOOR PLAN)WINDOW ATTACHMENT WINDOW ATTACHMENT SHEET DESCRIPTION 0 w o z 5/4" SILL COMPLIANT WITH FBC-R 5/4 SILL COMPLIANT WITH FBC-R a UJo 1 X 6 APRON LL „ z w � 1/2 GYPSUM BOARD ON 1 X 6 APRON 1/2 GYPSUM BOARD ON >. cc o STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION STANDARD m a. z EXTERIOR SHEATHING TO (SEE ENERGY CALCS) EXTERIOR SHEATHING TO (SEE ENERGY CALCS) NOTES Sl DETAILS ® a W0 BE FLUSH WITH THE EDGE BE FLUSH WITH THE EDGE z z = o OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" ' 2x SYP. #2 WD. STUDS �,., a J z GAP BETWEEN FOUNDATIONGAP BETWEEN w Lcun AND SHEATHING @ 16" O.C., TYP. AND SHEATHING FOUNDATION @ 16" O.C., TYP. o. W = z 2x P.T. SILL PLATE 2x P.T. SILL PLATE PROJECT NAME w ® U' o WATER RESISTANT BARRIERWATER RESISTANT BARRIER ' °C a U (2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION ® W w POLYETHYLENE HOUSE WRAP PER FRAMING DETAILS POLYETHYLENHOUSWRAP PER FRAMING DETAILS w = ® OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE I— u SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE a = o W FLASHING FLASHING U in = FINISHED BASE MOULDING FINISHED BASE MOULDING Z C:) = MAIN FINV @ FLR MAIN F1 111. a ELEV @ 0'-0 . << <. ELE -0'--0" W / a . �a LOT BLOCK zzCal- oaU- > W zo o _TBI NUMBER ® � �a° 4" CONC SLAB W/ 4" CONC SLAB W/ MODEL o � � ^ n w VAPOR BARRIER VAPOR BARRIER ALL I w ® `~ r REFER TO STRUCTURAL - REFER TO STRUCTURAL L m:Lu K Lu U- _ - cu � W _ DRAWINGS FOR DRAWINGS FOR ELEVATION NAME z v aL — - COARSE COUNT & -_ COARSE COUNT & N - FOOTING SIZE N 41. FOOTING SIZE QW � - • • - _ (PROVIDED BY -' • � •. I (PROVIDED BY CLASSIC OTHERS) OTHERS) m0 iii ill ( � iii—SII I � z = � z vi uoi — – SHEET NUMBER W® zW2n � °� EXTERIOR WALL � oPE � W w m W 1 SECTION WITH WINDOW (-2 TWO-STORY WALL SECTION D7 ill J z J D/ 11 _ 1-011 D7 II _ a ou ® oERIAL NUMBER 1009 SCALE: 4 = 1SCALE: 3/4 = TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Lo U MIRROR FROM SET R 3 ® � EN TOFF BACK It FROM INSIDE®CORNER (TYPICAL) � � OF GF4o ` }' MIRROR=VANITY -5°' DRYER VENT TYPICALP'� G G '�r� t3 oc uj GAS PIPE (TYPICAL) FOR GAS DRYER ONLY C7 Z R9 99 Cj cy � � nill,'f 11-211 i------------------------ I M J 0 o ti� ® ® = o DRYER VENT (TYPICAL) F Ep _ -.,,;, COUNTERTOPS (7 p of ¢ OVAN G DRCj1OND,AIA 36" HIGH X = 0° GAS PIPE (TYPICAL) AR 96399 Lu Fl, (VANITY-5") MIRROR M w >o FOR GAS DRYER ONLY z o OUTLET BOX "' a 1/4" MIRROR DRYER VENT BOX- -- L-------------------------J Z z CENTER SIDEWAYS - ATTACH PER MFR. o INSTRUCTIONS a � cn IN BACKSPLASH D O O D -r-,112" RECESS o z Fl cn °G / DRYER VENT BOX- _ ❑ FOR MIRROR ATTACH PER MFR. cn W o INSTRUCTIONS cn all = a ae 2X4 HALF WALL - ce z m M o El 1:1 " YORKTOWNE o P.T. SILL PLATE Nr (71 :" P.T. SILL PLATE �, w � N ® �"�-----' J �`' TRIM - MM MIRROR (IF SLAB ON GRADE) T, (IF SLAB ON GRADE) a a M -Jr ® � a CABINET VAN TY MIRROR INSTALLATION INSTRUCTIONS: o "' _ WITH PEDESTAL ® Q Lu 0 1. M RROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. UULu �k Ilk w o z = 2. A BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: CS 5 a z CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP, N Lu ® NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. w o 0 J °; z COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED ® ® H p > p BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM w o F- 1Z" /- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. ® � z a Q W = ® w = ® INT-1 KITCHEN HALF WALL DETAIL INT-2 S E R BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY Q U uj pe v _ INT-1) ®$ SCA E: 1/2" = 1'-0" (INT-1) D$ INT-3) Luo er CLu ®$ SCALE: 1/2II - 1 0 11 ( SCALE: 1/2" = 1'-0" ( O a A TILE OR STONE ON 1/2" COMPARE O A TOLL APPROVED TILE BACKER (REFER HARDI BACKER BOARD MANUFACTURERS Q o aLU TO CONTRACT SPECIFICATIONS) OVER 4" EXT. PLYWOOD DIM OF TUB & o O o ® o ON 2X4 FRAMING. PUMP LOCATION o N Lu z ¢ WALL TILE � ® oc c ~ ® 2X BLOCKING BETWEEN L VARIES - SEE PLANS ® o J STUDS (3 WALLS) REFER TO FLOOR PLAN, U ac c VARIES BY MODELLu 0 Ln 1 ROW OF TILE << � ® VINYL LINER (3 WAL ENDED 5" ® o UP WALLS z O.C. DRAWN BY ce � QL ® M. STRICKLAND v L °0 SILICO LANT BETWEEN CORNER SHELF777\1�� o (1) CERAMIC CORNER z z ® CK WET BED o >_� "' FLOOR TILE SHELF AT 48" A.F.F. 2X4 LEDGER CHECKED BY a r. 0. SWAFFORD LU Ce� FL00 ® w r+ x x DROP IN TUB N z ce od T. THRESHOLD w Q 2" SHOWER DRAIN + N N 2X4 CRIPPLES SCALE ,� > W > ¢ 22 X 34 = SCALE AS NOTED ED ® a 00I lir ell 11X17 = 1/2 NOTED SCALE ® n TILE AT DOOR ¢ 2X4 TO BE P.T. SUPPORT UNDER SHEET DATE ® ® PRO-SLOPE PRO-SLOPE THRESHOLD WHEN IN CONTACT TUB AS REQ. BY w (4 � SET IN SEALANT @ �,, WALL TILE ' ADJUSTABLE � W/ CONC. MANUFACTURERS. o � SHOWER DRAI F OVER ROOFING FELT PLAN �6' SHEET REVISION INFO m ® 2" SHOWE (FR-33 ® ROP IN TUB DETAIL Lu ® U) NOTE: ®$ SCALE: 3/4" = 1'-0" (FR-33) ® NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION a u' BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO ca MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. 2M = w Lu �� r��5 SET REVISION INFO Oz4 = I HO CUR ON FRA FL INT- STANDARD SHOWER SHELF LOCATION END POST TIED INTO FLOOR a � � m SCALE: 3/4" = 1'-0" (IN ® SCALE: 1/2" = 1'-0" (INT-5) JOIST BELOW EXTEND TO z � a z BOTTOM OF FLOOR JOISTS. � 1m-- ® ® END POST TO PENETRATE — o d SUBFLOOR. SHEET DESCRIPTION Lu 0 o STANDARD FACE NAIL END POST TO z U mLU BLOCKING. NOTES & DETAILS Lu <t > 0 2x BLOCKING BETWEEN F_ z < ® FLOOR TRUSS AGAINST z W U J END POST. W Q Z /moi �i //� /moi C LOUSUB FLOOR. PROJECT NAME ° Lu ® W z ZLu Lu UWLu LOT/BLOCK TBI NUMBER �\'�.� / r'' MODEL ° V) ce ceWQ ' , / ALL NAILS(TYP) - w ® ® Z FLOOR TRUSS. %/;,-'' ELEVATION NAME c\S Wi Z � ZWr ® ALL I � � o cn cc w a w � � "' i-- zO cza ��- 1-' z SHEET NUMBER c w � �m pz = c~n W m W (FR-34HALF WALL TIE—IN DETAIL � ® zJU D 8 W � o O ~' N.T.S. (FR-34) <t U F- 0 SERIAL NUMBER 1009 DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAILING 0.131X3" TOE NAILS TYPICAL DOUBLE TOP WINDOW SILL SCHEDULE 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILING: ELATE SPLICE, „ ROUGH DROPPED HEAD MINIMUM END DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING: -0 MIN. SPLICE LENGTH 2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES / (16) 0.131x3°' NAILS OPENING OR SILL PLATES FASTENER EACH END k 0.131x3'° END NAILS: O TOGETHER w/ (3) ROWS VENLY SPACED < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS DESIGN dS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, ro 1 CAR SYP SPF 9" LVL, 11°° LVL = 7 NAILS TRIBUTARY INTERIOR EDGE STRIP PSF): GARAGE +22.9 + I (3) ® 2x6, 14" LVL, 16" LVL = (9) NAILS OF .131x3 ® 12" O.C. STAGGARD. < 6'-4'° (2)2x4 SPF #2 (5)12d TOE NAILS 9 10dx1 2 < 8'-4" 3 2x4 SYP 2 1 A34 + 4 12d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE, AREA (sf) ZONE (PSF) 'a° = 4°-6°° DOOR USP A35 450 450 ( ) DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 +25.6 -34.2 (8'x7') -25`0 USP RT7 585 495 5 8d EA. END (4) 0 2x8. SYP#2 O # O ( ) ROOF FLOOR 1Q 2 CAR USP RT8A 775 650 (5)10 x1'/2" EA. END TYPICAL WALL FRAMING NOTES: SYP#2 DBL. HEADER, 4'-0" MIN. < 12'-O" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ...,.' +21,8 ROOF SHEATHING, 6"MAX. TOP PLATE PER PLAN ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE USP MTW12 1195 860 (7)10 x1'/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS I~�' Lou P o n t i o a n d TOP CHORD LIVE LOAD 20 psf 40 psf DOOR _23,9 + ALL WALL STUDS.. TOP CHORD DEAD LOAD 7 psf ARCH SHINGLES 10 psf 100 +21.8 -23.9 +21.8 -26.6 USP HTW20 1450 1245 (12)1 dx1 /2" EA. END 079 p ( ) p (16'x7°) TOP CHORD DEAD LOAD 20 psf TILE SHINGLES 10 psf USP MSTA24 1640 1455 9 1 D EA. END SEE 5/SO.O p ( ) THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE O 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED BOTTOM CHORD LIVE LOAD 10 psf 0 psf USP MSTA36 2065 2065 13 1 )d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL HEADER BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY ( ) -I--- ARCHED TRANSOM OPTION: 420 Osceola Avenue DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/2"0 ROD TO FTG. -1 2x SPF DIAGONAL BLOCKING 3. USE SYP#2 FOR ALL FASTENED PI 3-0.131"x3" lax. beach, Florida 32250 SHALL BE PERMITTED DROPPED ROOF FRAMING LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)10 TO HEADER HEADERS I HEADER EA. END TYPICAL. Ph. 242-090$ Fax. 241-9557 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 5/,"0 I SHEATHING MAY EXTEND 2" COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 ROD TO FTG. a FL:CA# 8344 SC:CA#3579 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 5 4. ALL WALLS SHALL BE I I ------- PAST BLOCKING- WINDOW USP HTT22 5370 5370 5/."0 ROD TO FTG. BALLOON FRAMED FULL I I -----_ ARCHED ATTACHMENTS MUST WIND LOADING: 5 HEIGHT TO ROOF OR FLOOR ' TRANSOM LSYP#2 HEADER, ANCHOR INTO 2x MATERIAL. • LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 /g"� ROD w/ (12)16d L-- ----J FASTEN LOWER STUD PER PLANS ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.O.N. ON OPTION 5 PERMANENT TRUSS TO TALLER STUD w JACK AND MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 /5"� ROD w/ (12)16d PLAN. / SEE RIGHT BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 10d COMS KING STUDS, OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)'/ "x2-'/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. WINDOW SILL SEE SEE PLAN DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE 6 RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET ®�° �rj • ,•" BY 0.75 WHEN COMBINED w/ DEAD LOAD. SIMPSON CONNECTORS WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE FOR SILL SIZE AND AT TWO STORY CONDITIONS, ®0`®� �` .• ••° � � A-' THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. w/1od MASONRY CUT NAILS I CONNECTION EACH BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH TYPICALLY " FULL PLATE NAILING: END WINDOW SILL SEE PROVIDE SOLID BLOCKING 48" O.C. MINIMUM. SEE HEIGHT THREADED SCHEDULE WITHIN FLOOR SYSTEM AT ALL s ` IMPORTANCE FACTOR --------------- 1.00k -�I�° UPLIFT 0.131x3" TOE NAILS: FOUNDATION PLAN ADDITIONAL RODS 0~ 6'-0' O,C, UPPER LEVEL POSTS & JACK * + o (3) CSA 2x4, ° C MEAN ROOF HEIGHT ---------------- 20.0 FT � i-- -'-; a �� CONNECTOR SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS (4) @ 2x6, STUDS ROOF PITCH ------------------- 7/12 i a A35 450 450 12-8d 1'/2" 10446.4 5 0 2x8• SDWC15600 SCREW ?7 S S o BUILDING CATEGORY ---------------- II � BLOCKING ONLY REQUIRED ' a H2.5T 600 520 5-8d A. END 11478.3 AT SHEARWALLS AND PT. SPF#2 SEE 8/S0.0 �%;*,� N EXPOSURE CATEGORY --------------- C DENOTES EDGE STRIP. # • ` OF • c+a SEE C & C CHART H8 620 530 5-10d 1'/2" EA. END 11470.3 STUCCO FINISH SOLE PLATE y (� 0• _-- --- ® - SEE PLAN FOR STD SIZE ENCLOSURE CLASSIFICATION -- ENCLOSED ABOVE FOR °a' DIMENSION r AND O.C. SPACING. '®PA f7 .11 , A;•°>,• Off'`®..•�Q+ INTERNAL PRESSURE COEFFICIENT ---------- f .18 MTS12 1000 860 7-10d 1/2 'EA. END 10456.3 WALL SHEATHING a 4 �''si 'V >```� o HTS20 1450 1245 24-10 x1'/2 EA. END 13872.3 US BLOCKING SEE DETAIL 1/S0.1 » _ CONTINUO , • &a p,, ;`` ruou ama are MATERIAL SPECIFICATIONS L-- MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR SYSTEM FOR SPLICING FOUNDATION SEE PLAN C h r i s t o p h e r a�o u r i n PE v 16d COMMONS OPTIONS MAX. MIN. SOLE PLATE ANCHOR: a a WHERE POST IS ABOVE. " /2 F L P E#714 61 MSTA36 2050 1870 13-10d EA. END 13872.8 � 8 O.C. o i i o r-- WALL FRAMING AT WALL FRAMING AT HARDWARE AND ANCHORS: L-- --� 18-16d TO TRUSS/BEAM FLOOR SHEATHING, I PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH HTT4 3480 3080 11496.2 8d ® 3°' SEE SPECIFICATION IS [NOT ACTUAL PLAN] a a 1-5/g" ROD TO FTG. I I PLATE BREAK REVISIONS DATE ASTM A 307 OR ASTM F 1554 GRADE 36. BUILDER MAY CHOOSE EITHER THE DROPPED NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 32-1 TO TRUSS/BEAM I HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT WASHERS: SHALL BE IN ACCORDANCE WITH ASTM 3 G (GRADE EX SCOPE OF SERVICE HTT5 5250 4670 1-5/, 11496.2 F------- - I I DROPPED HEADER CONDITION METAL CONNECTORS. ALL METAL CONNECTORS WHICH ARE EXPOSED TO ROD TO FTG. I I I 2 TYPICAL WALL FRAMING 6-10d TO HEADER I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: I S0.0 LUS28 930 780 10655.113 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE 4-10d TO JOIST I I ( I )2"x6'° SIMPSON TITEN HD I/,"" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I I SOLE PLATE ANCHOR DOWELS SHALL 8E 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4 14-16d TO HEADER , __ � w/3X3x0.229" WASHER SEE LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- - J QB HOLD DOWN OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST II SCHEDULE FOR SPACING (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL. II SEE 1/SO.1-/ ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 5/8"0 ROD EPDXIED 6" MIN 10849.6 TOP PLATE I' SEE 5/S .0 (DUAL CARTRIDGE INSTALLATION ONLY): II f BUTT JOINT EPDXY: ITW RED HEAD A7 ABU66 2300 5/8"0 ROD EPDXIED 6" MIN 10849.6 II LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: II BLOCKING ONLY REQUIRED 2" 2" REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSONEPDXY-TIE 11506.4 II AT SHEARWALLS AND WALL SHEATHING I, FIELD ALTERATION STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, STUCCO FINISH 10-16d TO STUD/BEAM/POST SEE DETAIL 1/SO.1 CONTRACTOR SHALL CONTACT LOU WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING PONTIGO&ASSOCIATES PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2" ROD TO FTG. OPTIONS I I RATED SHEATHING, MAKING ANY STRUCTURAL FIELD SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT I BOUNDARY OF MODIFICATIONS WHICH MAY VARY MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY LSTA12 805 695 10-10d 13872.5 d T x F- SEE GENERAL NOTES. FULL HEIGHT Xi" THREADED ROD �p 1'-O" 6" SHEATHING FROM THE INTENT OF THE ORIGINAL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED 4"w/3X3xO.229" PT. SYP#2 CONSTRUCTION DOCUMENTS.ANY _ TO BE WASHER SEE SCHEDULE SILL PLATE MAX. MIN. EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO I FOR SPACING BEING APPROVED BY LOU PONTIGO& CONTINUOUS EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN GENERAL NOTES Et CONST 1'`UCTION SPECIFICATIONS TO UPPER II INTERIOR BEARING SOLE PLATE BREAK WHERE REQUIRED BY ADDITIONAL ENGINEERING OR TOP PLATE WALL: SEE SCHEDULE TITEN HD GENERAL NOTES. INSPECTION FEES. FLOOR SHEATHING SPECIFICATIONS FOR STUD SIZE EPDXY ANCHOR ILONANCHOR OPTION 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD AND O.C. SPACING. �i WALL SHEATHING TO II SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT - - - . • • -• ROOF SHEATHING SPECIFICATIONS: SUPPORTED EDGES, H5H5 1NGLE- MIN. '/16 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2'° RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. ITHIN 4'-0" OF ROOF EDGE). II SEE DET ILS SEE DETAILS RAISE 1�" FROM ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTES 8d CSD 3" - BOTTTdOMM OF OSOLE SPACING SPACING SPEC. DEPTH DISTANCE EXAMPLE .. I ON S1.0 ON S1.0 PLAN AND FASTEN TIL - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4-0" OF ROOF EDGE). I� T � �- / TITEN HD 42" 24" 3x3x0.229" 4'° 2" OF UNSUPPORTED F-- ;I -, --- - F- - I EPDXY 42" 24" 3x3xO.229" 4" 2" WALL SHEATHING SPECIFICATIONS: I I MAS 42°' 24" N/A N/A N/A (UNBLOCKED) PANEELP(TYPICAL) FLEXIBLE FINISH-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I I s FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I I I I I I NOTES: V L SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE W STUCCO FINISH.-MIN. 7/,6'°, 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d ® 6" O.C. EDGE AND 6'° O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. L--------J L--------J L---_ CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" Q.C. MAX. ROOF (LION) t7 TRUSSES, OR r ^ U MASONRY SPECIFICATIONS: MULTY STORY 2• WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS. v , SINGLE STORY MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AGI530:1 05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF ?8 DAY COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE 3"X3"X)a" PLATE WASHER, A 3'X3"X'/8'° W/ 1'/2"+� ROUND 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR OAY BE USED IN BRICK VENEER. STEEL WASHER MAY BE USED. r W CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TYP. WALL SECTIONS 3 SOLE PLATE ANCHOR DETAIL £x SCHEDULE 4 ROOF AND FLOOR SHEATHING NAILING I 1 J CONCRETE MASONRY UNITS (CMU): S0.0 S0.0 SCALE: 3/4" = 1'-D" S0.0 SCALE: 3/4" = 1'-0" LJJ CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi), GROUT ALL CELLS CONTAINING VERTICAL Uj REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". Z MASONRY STEMWALL5- 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 t'/2" 1'/2" - USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 0 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING ORNER BARS, MINIMUM OF 40 BAR NA ROW 8" C. DIAMETERS INTO EACH ELEMENT. AT STEM WALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. S ALL BE INCREASED AS NOTED ON NAILS 0? 8" O.C. 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". 2 PLY STAGGERED ° SIMPSON BEAM. C14 ° 2x4 BLOCKING 0 Z CLAY MASONRY (BRICK): SSEE ROOF 3 PLY BEAM. N 0>24" O.C. FASTEN BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, 0216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF 2x4 MEMBERS: EACH END w/3-10d12 < Uj FRAMING (1) ROW OF 1Od TOENAILS CONCRETE SPECIFICATIONS: PLAN FOR EXTEND SHEATHING VERT. NAILS 0 4" O.C. ° V) ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 300 PSI AT 28 DAYS DETAILS TO TOP OF TRUSS AS SHOWN. (4) ROWS 12d CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING AT 12" O.C. 2x6 MEMBERS: AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE EA. SIDE. (2) ROW OF 1O STUD BELOW GENERAL NOTES: ° l SPECIFICATIONS BELOW. (3) ROWS 12d NAILS ® 4" O.C. LOWER TOP 4-10d HEEL 3 AT 12" O.C. r STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS FOOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD TOP PLATES FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. EA. SIDE. WALL INTERSECTION d ORTHOGONAL VIEW ` SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT �s3c 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST OF CORNER CONDITIONS � ( � SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN ® W 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 A' (3)ROWS OF 5" (3)ROWS OF 63/4" - �m- Z FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON �t TRUSSLOK TRUSSLOK w DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD m SEE ROOF FASTENERS @ 24"o.c FASTENERS @ 24"o.c W 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 C4' 48" O.C. OR ROD CHAIRS. FRAMING AS SHOWN AS SHOWN SIMPSON 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 I CORNER WALL INTERSECTION BAR DIAMETERS DETAILS CONDITIONS CONDITIONS SHE MAY SDWC15600 TER INATE AT SIMPSON SEE ROOF CONCRETE SLABS ON GRADE: 015600 SDWC15600 FRAMING 3-PLY 4-PLY NOTES: TOP OF DBL. 0 0 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SEE SEE NOTE 1 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB INA 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERN TIVE METHODS. E 0 TOP PLATE. DETAILS 14 LVL AND GREATER 2. �- DENOTES 3 x0.131" GUN NAILS 0) 6" O.C. VERTICAL TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE ( } WOOD FRAMING SPECIFICATIONS: 5" < HEEL < 1°-0 HEEL < 5" NOTES. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED \./ ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTA T WITH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN STAINLESS STEEL. 1. TOP PLATE TO STUD SDWC: ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGINEERED WOOD TRUSSES: AT TOP PLATE TO STUD, SPACE @ 48" O.C. IN ADDITION TO (2) FLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING ISI STALLED AT ALL TRUSSES AS 5 ROOF TRU J' C®NNECTIC►N 7 INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND 6 BUILT-UP MEMBER FASTENING RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON 50.0 S0. S0.0 DESIGN SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: TRUSS TO PLATE: ROOF COVERING SPECIFICATIONS:_ SDWC15600 SCREW. SDWC SCREW CRITERI /` NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: A THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT BRINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MA UFACTURER'S REQUIREMENTS. CLAY SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH AST E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. THAN 4°-6" AND SDWC15600 SCREW KING STUD TO TOP PLATE: FOR GABLE ENDS. /�I ,I WATERPROOFING: NOT REQUIRED AT GABLE- SEE �4 TOP PLATE TO HEADER FASTENING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS DETAIL AT RIGHT. NOT REQUIRED GENERAL FOR GABLE ENDS. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS THAN JACK NOTES KING & JACK KING & JACK PL SDWC®SCREW STUDS SEE PLAN- CONNECTION STUDS SEE PLAN 24" O.C. MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL DO NOT SCALE DIMENSIONS FROM TYPE ® BUILT-UP POST IN THE WALL (2)12d TOE HEAD OR SILL TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. �^•� NAILS E.E. PLATES SEE L3'/2 x3'/ x'/ 4'° C-0" / \ GABLE X-BRACE, SEE DETAIL _ HEAD OR SILL THESE DRAWINGS.IF R DIMENSION IS 2 4 LQ/SO.1 (MIN) SCHEDULE Ril2X6 WALL UNCLEAR REFER TO THE TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS r r PLATES SEE ARCHITECTURAL DRAWINGS OR L4x3/2"x/4 6" 5-0" H6-1/2 HEADER SIZE, JACK AND KING STUD SCHEDULE CONTACT THE E.O.R. DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS _ _ DESIGNATES SHEARWALL. THE QUANTITY. ROUGH OPN°G, SEE ARCH L5x3'/2"x'/4 6° 10'-0" ____ _ HIDDEN UNE DESIGNATES SIDE OF HEAD OR SILL KING STUD TO FRAMING BELOW: TRUSS TO PLATE: �- WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dx1)�" ROUGH OPN'G, SEE ARCH SDWC SCREW RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6'° SW - TO BE APPLIED. 8d 0 3 PLAN NAME L6x3'/2"x1/4 6°° 12°-®" NAILING: /6 SCHEDULE NAILS EACH END. STRAP CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES 8d COMMONS 0 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR L7x3'/2"x'/4 6" 16'-0" 8d®3" 6" O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON ROUGH OPN°G, SEE ARCH. EXTERIOR SIDE OF WALL. _ ___ ,� CAPTIVA CLASSIC CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE DESIGN/DRAWN/CHECKED 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT CS BMB LAP RESISTANT COATING OF EPDXY BASED r��VENEER ADJ - ADJACENT LG Long JACK TRUSSES LESS SDWC SCREW GABLE ENDS OR 2-STORY JOIST TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. I I BM - BEAM MANUF - Manufacture THAN 8° OR OPENINGS LESS 24" O.C. DATE WEATHER BOT - BOTTOM MON - Monolithic WALLS THAN 3'-6" 2X4 WALL RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRIG - BEARING OC On Center 02:03.16 2. LINTEL MORE THAN 8°-0". SHOULD I I HEADER FASTENING SECTION JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO j j CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board SCALE DBL - DOUBLE PER - Perpendicular AS NOTED ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. DIA - DIAMETER PRE ENG - Pre Engineered KING STUD TO FRAMING BELOW: CONT. HEADER, TWO PIECES FACE NAIL 1640) 16°' O.C. ® EDGE SCREWS INTO HEADER PROVIDE A '/2" LINTEL EA - EACH PSF - Pounds per Square Foot n g CS18 STRAP W/6-10DX%- LPA No. ATTACHMENT VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT CAN BE SEE NOTE 2 TOLL-16-00011 CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS I EOR - ENGINEER OF RECORD PT • PRESSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. 3. BRICK VENEER ATTACHMENT. EQ - EQUAL QT • Quick Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No.. STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" O.C., VERT. L EXT - EXTERIOR REIN- - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE w/8-10d COMMONS GABLE ENDS OR AT LOWER LEVEL HEADERS ..4785 . SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL 01 8" TIES @ 12" O.C.. (FOR 11omph HEADER,J FLASHING FBC - FLORIDA BUILDING CODE SF Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN JACK TRUSSES LESS FDN - FOUNDATION SPF -Spruce Pine Fur MULTI STORY THAN 8° OR OPENINGS LESS WIND-ZONE VERT. TIES �' 16" O.C.). SEE PLAN p HOLD DOWN IS SPECIFIED SINGLE STORY MULTISTORY NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN BRICK LINTEL, FT - FOOT SYP - Southern Yellow Pine SEE SCHEDULE (STACKED WINDOWS) THAN 3`-6°° SHEET 3%0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDES/�e"� WEEP FTG - FOOTING THR - Through (UNSTACKED WINDOWS r HER - HEADER TYP - Typical 8 TYPICAL HE DER STRAPPING SO.0 2'°x0.113°°0 = 6d 2/2°°x0.131"� = Sd HOLES C) 33" O.C. IMMEDIATELY ABOVE SECTION VIEW 3"x0.148"r6 = 10d 3'/2%O.162"0 = 16d FLASHING. OF BRICK LINTEL LBSHOR - HORIZONTAL LION - Unless Otherwise Noted LBS - POUNDS VERI Vertical S0.0 1'/2"x0.148''0 = 10dx11/2" 11/2"xO.131"O = 8dx1'/2" WWF - Welded Wire Fabric SHEET 1 OF 9 2x6 SYP#2 BLOCKING BETWEEN �( 2x6 SYP#2 NAILER j EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4" O.C. WALL SHEATHING PLATE w 10d ® 3" O.0 / 8d COMMON WIRE NAILS +^ 2x4 BLOCKING BETWEEN EA. TRUSS. (` TO BLOCKING CSD 3" O.C. / E N ATTACH AT EACH WALL STUD w/ 3-16 / I NAILS AT EA. FRAMING INTERSECTION. 6" I (MIN. OF 6-16d BETWEEN EACH TRUSS) DBL. TOP MAX NOTCH HEADER PLATE BELOW TOP PLATE Lou ['�o n t i o a n d BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH I 5-8d COM P RCH SHEATHING, EH ADER I �/ Assoc i a t e8s, Inc. EACH SIDE SEE SPECIFICATIONS I o os PORCH 16d COMMONS OF SPLICE 16d COMMONS BELOW °I HEADER, 2x4 SYP#2 HORIZ. BRACING ® I 8-GUN NAILS °°I ® 8" O.C. I' SHEATHING SPLICE @ 8" D.C. 24" O.C. BETWEEN OUTER WALL SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue PORCH PARALLEL HEADER & SUPPORT k FULL HEIGHT DETAIL B Jax. Beach, Florida 32250 II & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. I (2)MSTA24 II TO WALL ANCHOR OR DTT2Z T ['h. 242-0908 Fax. 241-9557 CANT. RIBBON � CONT. RIBBON 1� 8d COM C� EACH END w/ 3-0.131x3" NAILS PERPENDICULAR I STRAPS HOLD DAWN AT MIN. (2)2x4 WOOD BOARD (TYP) N BOARD (TYP) I 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. FL: CA# 8344 SC:CA#3579 I EACH SIDE FLOOR j TO PORCH HEADER. WALL FLOOR FLOOR z-=== -- OF SPLICE TRUSS OPTION A SHEATHING TRUSSES TRUSSES 24" 16 GUAGE PAST BASE: 'I w 2x SOLID BLOCKING a OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP wf11- POST 24' 16 GUAGE 4x4 POST:ABU44 !I STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 10dx1Y" EA. END BELOW STRAP w/11- 6x6 POST:ABU66 II / FASTEN EA. tOdx1Y2" EA. END LSTA12W FOLDED NVAERSTOP \ AT SHEATHING EDGE END w I DOUBLE TOP PLATE / 8d COMMON WIRE NAILS > I 3/' OSB or PLYWOOD / I I PORCH. CONTINUOUS OVER TO BLOCKING +D 3" O.C. I, ,�' t.S 4 3-10d COMMONS I °• r40 N RIM BOARD Ya" __ - PORCH HEADER, SLAB o HEADER A PACE / 11 SHORTER THAN SEE PLAN TS16 MAX ® 48" INTO OMIT IF WALL 1 ®° �p WALL FRAMING-/ WALL FRAMING h FLOOR SYSTEM. ALIGN CEILING WALL FRAMING I VERTICAL JOINTS WITH LINE TRAPS �MSTA24 Si�" ROD SHEATHING IS INSTALLED SHEATHING SPLICE STRAPS EPDXIED 6" MIN ° OR JOIST \ I' i FOR PERPENDICULAR v�T �I WALL SHEATHING ° ON FACE OF BEAM ROOF TRUSS S I / -0 : 7 JOINTS INSTALL FLOOR TO �,- p �f FLOOR STRAPPING PER PLAN VI PLAN VIEW OF ELEVATION VIEW OF ° Io TRUSS CONNECTION y'n L�` BLOCKING ONLY REQUIRED ,' 5-8d COM 8-GUN SEE DETAIL B ABOVE >� *� OPTION 1 OR 2 PORCH HEAD R PORCH HEADER PORCH HEADER J' cv CONTINUOUS 2x6 SYP 2 � 6R{ ° > CORN P ST AT POST AT POST FULL HEIGHT !j ®e°... ° `>>< M AT SHEARWALLS AND EACH SIDE NAILS # +" aP� °+ ,4 STUCCO FINISH OF SPLICE LEDGER FASTEN WITH OPTION 1 OPTION 2 ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. '',i,,�14 ENt3,�ti OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHE IN SP I ICAT NS: HOLD DOWN AT MIN, (2)2x4 WOOD r'r°"�nrermmmmmammumm1y°""`�� m/z'° GYPSUM (WA ER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS NOTE 1: OR OPTION B TO PORCH HEADER. DETAIL A Christopher J S a b o u r i n PE 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. /s'° (OR GREATS ) OSB OR PLYWOOD, w/ 8d COMMON NAILS ® 6" O.C. EDGE AND FIELD 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED L [' E#71461 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPICAL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION MEN 4 WALL ADJ. TO ROOF CONNECTION S0.1 OTEO SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 S0.1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ I IF TRUSS REACTION EXCEEDS PPLE STUDS ROOF TRUSS. F-1 1-1 23D016 DIRECTLY BENPROVIDE IEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS TRUSS. BOT. CHORD w/ 0.131x3" ® 3" O.C. II A II IV - I 2-SIMPSON H2.5T. A B A 2x4 SYP#2 CATS AT 12" ROOF TRUSS. FASTENED TO SHEATHING w/ 8d C� 3' O.C. R00 B FIELD ALTERATION TRU S CONTRACTOR SHALL CONTACT LOU O.C. FASTENED TO TOP SD WC 15600 ----------- PLATE ------_- - PONTIGO Er ASSOCIATES PRIOR TO 11m/a" SHEATHING FASTENED TO MAKINGANYSWHCHRALFIELD PLATE w/ 4-0.131x3" Q 32" Q.C. II II I I I I MODIFICATIONS WHICH MAY VARY ' COMMON. MAX. TOP PLATE w/ 10d @ 3" O.C. SCREWS FROM THE INTENT OF THE ORIGINAL 16" MAX. SHEARWAL FASTEN CATS EACH END W/ 2X SYP#2 CONT. ATTACH OSB WALL CONSTRUCTION DOCUMENTS.ANY B D D D !� D BEING NG APPROVED BY OADPON O O 8 3-0.131x3" COMMON TOE NAILS I' MAY RESULT IN Ig TO TOP PLATE AND TRUSS SHEATHING B C B C C CDIASSOTIONALSENGINEERING OR !j w/ 0.131x3" @ 3" O.C. EDGE OF 1 INSPECTIONFEES. II 2x MAY OVERHANG TOP PLATE. SHEARWALLC C Jul SHEARWALL OR I' SHEARWALL mm mm mm as EXTERIOR WALL SW 803 6 SW 8d®3 /6 ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO TRUSS OUPLIFUGH T PTAB E ATELEFT I I TRUSS UPLIFT TABLE ATUGH OPENING, LEFTPOST BELOW WITH 2-CS16 STRAP KING POST TO A - UPPERTO LOWER STUDS A - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 O o ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT '/,R" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d @4"O.C. SW 8d03/6: (2) CS18 STRAPS SW 8d®3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED T TO NAILER w/ (1) ROW 8d TRUSS. r FLOOR y 2x4 SPF#2 CONTINUOUS TRUSS. B - END STUDS TO FOUNDATION B - END STUDS TO FOUNDATION HEADER DOWN CONNECTION HEADER UP CONNECTION C� 3'° O.C. FASTEN TO TOP -%> ' r LEDGER FASTENED �W 8d®3/6: HTT5 OR HDU5 �W 8dO3/6: HTT5 OR HDU5 PLATE w/ (2) ROWS r '/+s" OSB ,'/ TRUSS WEBS WIT _ CONNECTION CONNECTION OF 8d 3' O.C. BLOCKING j` OC SOLE PLATE ANCHORS oC SOLE PLATE ANCHORS UPLIFT CONNECTOR UPLIFT CONNECTOR / ^ w/3-0.131x3" SHEARWALL NOTES: SEE SCHEDULE ON DETAIL 3/SO.0 SEE SCHEDULE ON DETAIL 3/SO.0 CALL OUT CALL OUT v , f r PANNEL i FLOOR COMMON. 1. AT ROOF TRUSS, 2x4 SPF y/Y j ", FRAMING CONTRACTOR MAY SHEARWALL NOTES A H2.5T 32" O.C. TOP & BOT A LS18 0 32" O.C. j SYP#2 2x4 NAILER FASTENED II ALL AROUND ! II �, HOOSE A,B,C,D, OR G. 1. PROVIDE 3/ms" OSB SHEAIIHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w I' 2x4 SYP 2 CATS AT 12" U I! / ,� # PROVIDE 2x BLOCKING AT ALL PANEL EDGES. (2) ROWS 0.131x3'° C� 3" O.C. II 3-0.131x3" NAILS II O.C. FASTENED TO TOP C (1)MSTA24 STRAPS C (2)CS16 STRAPS Uj u INTERIOR USE ALTERNATE A. II SHEARWALL. PLATE w/ 4-0.131x3" T EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAps D FULL HGT THREADED ROD SEE PLAN SW-2 SHEARWALL OR I COMMON. NDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) 5-16d NAILS EXTERIOR WALL BUSSES. J ALTERNATE D ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 W ALTERNATE F USE ALTERNATE & F FOR FLOOR 4, INSTALL INTERIOR FQOTIt�lG BELOW SHEARWALL PER DETAILS ON S1.0 RUSS ATTACHMENT U z 5 SHEARWALL ATTACHMENT AT ROOF Et FLOOR 6 TYPICAL SHEARWALL ELEVATIONS 7 HEADER TIE DOWN m- S0.1 50.1 PROVIDE SOLID BLO KING WITHIN FLOOR SYSTEM AT SW END POSTS. OTEO SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Q 0 Z X X Cz < W 8d COMMON NAILS 4-12d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING N®TES AND SPECIFICATIONS LU 1 1 6./ J ROOF NAILS (TY 2x4 SYP#2 OULOOKERS 11..i`eeii AT 3'° O.0°(TYP) ) TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT TRUSS ® 24' O.C. 2x4 BLOCKING. FAST-N FOR T-BRACE SHALL BE 1x4 SYP#3 EACH END w/3-1 d H3 OR H2.5T HURRICANE CLIP @ EA. OR BETTER OR 2x4 SPF#2 OR BETTER, WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAI S OUTLOOKER TO TRUSS. _ (LION) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW to j ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER 2,)BRACING LUMBER SHALL INTERSECT COMMONS (4) TRUSSES APPLIED I I THE WEB OF THE BRACED TRUSS, PER t TO BACKSIDE OF WEB. W e fi« OVERFRAME RAFTERS, SEE PLAN. I°I DELEGATED TRUSS ENGINEER. II �� / 2X6 I I 3.)PERMANENT PERMANENT BRACING ROOF TRUSS-/ ROOF TRUSS) ANGLE BRACING APPLIED TO �I WHERE NOTED ON TRUSS MFR. SHOP IUj SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. Tel DRAWINGS. THE CONTRACTOR SHALL SYP#Z LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER l TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS II PROVIDE H SYPR IN BETTER 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO BOTTOM CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED REQUIRED FOR BRACE GABLE END TRUSS. ° ° WEB w/ 12d ® 6"O.C. I°I PERPENDICULAR TO TRUSS BOTTOM A-SINGLE LEDGER B-DOUBLE LEDGER BLOCKING WHEN OVERFRAME ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0 II PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS T-BRACE TO BE THE CHORDS AND ATTACHED TO EACH ° ° SAME SIZE, SPECIES, I°I TRUS WITH 2-8d COMMON NAILS. AT VERTICAL VERTICAL CSD 6" ON-CENTER 2X4 #2 SYP BLOCK 0 EACH AND GRADE AS WEB I I GABLE END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE \�� 0 TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. I°I AT END WALLS PROVIDE DIAGONALS m AND ROOF MEMBER. END W/ 3-10d TOENAILS II (APPROXIMATELY 45%) TO THE 76-12 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-/4'°0x6" SDS SCREWS LOCATION. IF MORE THAN (1) LATERAL I°I ADJACENT EXTERIOR PERPENDICULAR U 776-1250 2x8 w/ 8-0,131x3'° 2346-3125 2x12 w/ 8-/4"0x6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE II WALL BETWEEN EACH LINE OF BRACING 1251-1540 2x10 w/ 10-0.131x3°' BLOCK TO DBL TOP AS SHOWN. TO FORM A ZIGZAG PATTERN ALL 1540-1850 2x12 w/ 12-0°131x3" v PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF##2 BLOCKING AT PANEL JOINTS ADJACENT d° MATERIAL. THIS REQUIRMENT IS NOT I TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING, I NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES: WHERE A LEDGER IS INDICATED 1 0.131x3" TOE NAILS @ 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT I TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 EDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST ABOVE, ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA, X-BRACE w/ 2-16d INTO BOTTOM 8-1OS I LSTA12 @ 48" O.C. OR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A COMMONS MAXIMUM SPACING OF 20 FEET. CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ LEDGER CONNECTION s DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SDWC15600 @ 36" O.C. OMIT IF �/D 9&MNINEER WHEN SHEATHING OVERLAPS GABLE 12" MIN 11 PERMANENT TRUSS BRACING 1 1 ��A� TQ LEDGER CONNECTION BYTRUSS OTEO S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. SO,1 OTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. S0.1 SCALE: 3/4" = 1'-0" �r) A j� A'�� , NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP 2 MIN 2 PLY STUD MIN 2 PLY STUD FII / t�� # IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS NilFULL HEIGHT TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS DETAILS WASHER PLA 0 IX1 MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM D Fy.V ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- @ o FOL' OVER TOP PLATE 2 MSTA24 STRAPS i I A } ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLDOVER TOPPLATESIMPSON HTT5 OR II NAILS i, • (2)MTS12 (2)MTS12 FULL HT. - I o DOUBLE SYSTEM SHALL CONSIST OF %°'0 A307 THREADED HDU5. FASTEN I 0.131x3" GUN 0.131x3" GUN NAILS SOLE , FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE UPLIFT PLATE / 26-10d COMONS I I� I� CONNECTOR ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE f" �.'. f DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE ! I SIMPSON DTT2Z UNCLEARI[� DO NOT SCALE DIMENSIONS FROM PLATE SEE PLAN ? __WALL STUD FASTENTOP AWITHPA NUT AND ALLOWROVIDE A 2"x 2'x A TS EAS TEEL W3SHER. :: Ii I SDS SCREWS I;'I 'o• SIMPSON FULL HEIGHT T ARCHIHESE CTIURAL DRAWINGS NGS,IF A TOR ON IS �A OR POST. _, THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ULL HEIGHT MINIMUM 2 PLY Ij j j`I , LTT20B THREADED ROD (2)H2.5T (2)H2.5T CONCTT THE EO.R.E THREADED ROD _ PROVIDEROD TALHOLEONN THE PLATE k"AT ALL PLATE PLARETRATIONS,GER THAN THE ROD D ROD MINIMUM STUD i' �I EPDXIED 4'Y2" THREAEMIN OR j GIRDER WITHIN PLAN) MINIMUM PLAN NAME FULL HEIGHT 1 L * J DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD PLY-i THREADED II 1, ) 2 PLY AT 2ND STORY SEE PLAN ! ELEVATION STUD AT 2ND STORY r� }�x6" TITEN HD STUD STUDS PROVIDE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE I ROD EPDXIED ° ° r CAPTIVA CLASSIC I I' Y2" THREADED ROD 2 CS18 STRAPS O 01, (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS 7,5' MIN I °° f` STEEL COUPLER _ ° DESIGN/DRAWN/CHECKED WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 1 ) EPDXIED 4" MIN OR AT BASE OF STUDS OPTIONAL, LOCATE © FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED AT BASE OF STUDS I I, ( --` SIMPSON TITEN HD ROD COUPLER I II i Y2x6" TITEN HD (FLOOR TO FLOOR) CS BMB LAP AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE s (%"x6%") (FLOOR TO FLOOR) I f I'I MINIMUM VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO �' RODS - THD37634RC I, I AT SILL PLATE AT TOP PLATE 2 PLY HOLD DOWN SEE PLA DATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z STUD ROD = DTT2Z 02.03,16 SECURED OVER THE WASHER TO A SNUG-TIGHT 5ifi" ROD = HTT5 FULL HEIGHT ANCHOR INSTALLATION CHART w/8- Y4%Q2" HTT5 ;GALE FLOOR CONDITION PWS ONE-HALF TURN OF A STANDARD SDS SCREWS BUILT-UP POST, BUILT-UP POST, FRAMING A C D E F WRENCH (APPROMMATELX 30 FT.-LBS. OF TORQUE). SEE PLAN. SEE PLAN. AS NOTED THREADED DUE TO SHRINKAGE AND COMPRESSION OF BUILDING FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE j CONTRACTORS SHALL RE-TIGHTEN NUT TO 30 THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE I FT.-LBS, OF TORQUE AFTER ALL TRADES ARE LPA No. SEE PLAN PER PLAN, 3/8 m/z"0 '/z"0 2x2x'/s" 4" j 4' 2" 1 3" COMPLETE AND PRIOR TO INSULATION. TOLL-16-00011 EMBEDMENT 5/8 3/a'0 3/a"0 3x3x'/4" 7.5" 12" 2Y2" 3" EPQXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 Or HDU5 DTT2Z TL T20B CONTROL No. DEPTH E DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 o MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE 3 " 5 " FULL HEIGHT TR CONVENTIONAL 4795 FULL HEIGHT ANCHOR REQUIREMENTS /8 FULL HEIGHT ROD /8 FULL HEIGHT ROD SHEET WALL SECTION THREADED ROD INSTALLATION CHART 3 " FULL HEIGHT ROD ALTERNATE 12 FULL, HEIGHT WOOD FRAME WALL ANCHORING SYSTEM ATTACHMENT 14 FULL HEIGHT THREADED ROD 15 HOLD DOWN ATTACHMENT DETAIL WHEN 16 GIRDER / BEAM STRAPPING soA SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 SOA ALTERNATE sQ.1 �� SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET 2 OF 9 OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE ALWAYS PLACE TOP PLATE HEADER AT HEADER 4 .. — AT TOP OF ROUGH _ TOP OF ROUGH { OPENING w OPENING %"0 � .. THREADED ROD GARAGE . . . . HEADER I.. .w. W/3x3x'O4 PLATE ALWAYS PLACE GOAL POST, FASTEN TO STUD I HTT5 W/ 5TT5 w/ HEADER AT PACK WITH 2—ROWS OF 16d y T 1'/2ROD THREADED ROD :: o Lour.:P, . . . TOP OF ROUGH /s THREADED RING SHANK NAILS @ 12" O.C. _ e EPDXIED 12" MAX EPDXIED 12" 0 n t i 3 o a n d 2)20ga STRAPS OPENING ° EXTEND HEADER TO Associates, Inc. HEADER TO JACK ATTACH GARAGE DOOR THRU EXTEND HEADER TO // FAR SIDE OF WALL 2 2x4 BLOCKING 4-0.131x3" TOE NAILS (2 EA. SIDE) 420 Osceola Avenue UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 2 2 6x6 POST AS SHOWN. H3 0 EA. 2x4 OUTLOOKER (2)2x6 KING STUDS HTT5 W NOTE I& )ax. Beach, Florida 32250 / STUD PACK, PER GARAGE DOOR (2)2x6 2)2x6 SPFq2 AS SHOWN. o ° 6 6� X66 OUTLOOKER AT 24'° O.C. PLACE GABLE END TRUSS (2)2x6 JACK STUDS THREADED ROD SUPPLIER JACKS TO THE INT. FACE OF Ph. 242-0908 Fax. 241-9557 AND (1) 4'-0°°x4°—Q'° PIECE OF WALL EPDXIED 12" SHEATING INSTALL AT UPPER 'ROOF BALLOON FRAMED WALL FL: CA# 8344 SC:CA#3579 a 4'-0°x4'-0" PIECE OF WALL STUD SPACING, SEE AND FASTEN TRUSS TDP KING. SHEATHING j SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1'° BELOW GARAGE HEADER FRAMING PLAN 9R AND BOTTOM CHORDS TO HTT5 w/ 1 CORNER 1" BELOW GARAGE HEADER s JACKS ON EXTERIOR STUD (TRIMER AS DETAIL A SCHEDULE. BALLOON FRAMED WALL (2)2x STUD CORNER THREADED ROD ON EXTERIOR STUD (TRIMED AS DETAIL A THREADED ROD AND (1)\ LLU SHOWN NAILS TOE STUDS w/ 2-0.131X3" EPDXIED 12° e e b a s sa 1 L LJ KING. TRUSS ° ;I EPDXIED 12 } NAILS EACH 2x4 BLOCKING AT NAILS AT EA. STUD. SHOWN) 48" O.C. BETWEEN P.T. SOLE PLATE �-W FASTEN SHEATING TO HEADER w/ 8d COMMON QB, GALV. BOX NAILS GABLE AND FIRST GARAGE SOLE PLATE HTT5 w/ HTT5 w/ FASTEN SHEATING TO HEADER w Bd COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING INTERIOR TRUSS. FASTEN GABLE END FLOOR ANCHOR %" THREADED ROD 5 » IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. TRUSS w/ FULL HT. ®,0®°°® ` y °1j+oP THREADED ROD (STUDS, BLOCKING & SILLS) TYP. I EPDXIED 12" " ANCHOR AND END SOLE PLATE e EPDXIED 12' n A EA. END ANCHOR GARAGE WING WALL SECTION a DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS THICKENED SLAB EDGEg N AT GARAGE OPENING. ro- � ,, . I 6x6 POST WITH ABU66 j 5/g"b THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN T - W/ 5/$" THREADED ROD NOTES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. EPDXIED 12" MIN. i i 1, ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. e I I p D M GARAGE WING WALL ELEVATION ANCHOPERCONVENTIONAL SWI NO FULLL HEIGHTCANCHOR HEDULE. °�f°t°urar ut SEs e °°,° REQUIRED. Christopher j �abourin PE - r FL PE#71461 wHEN 1 GARAGE HEADER FRAMING 2 GARAGE PORTAL WING WALL wHEN 3 GARAGE WING WALL FRAMING LESS THAN 12 4 BALLOON FRAMED GABLE END REVISIONS DATE OTED S0.2 OTE O SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTEO S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. I SPLICE 2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF PORCH BEAM SUPPORT POST TRUSS @ 24" O.C. _JACK STUD JACK STUD IF 4x4 IS SPECIFIED ON PLAN, AT DOOR AT DOOR USE (2)2x4 SPF#2 SUPPORT. 3, MIN. (2)2x4 PT SYP #Z WALL PRE—ENGINEERED- 24" \0, IF 6x6 IS SPECIFIED ON PLAN, 12" MIN USE (3)2x4 SPF#2 SUPPORT. WOOD ROOF TRUSSES. 12d COMMON RIPPED TO FIT MAX SHEATHING �� \ 2x SPF BLOCKING CONTRACTOR SHAE CONTACT LOU RATED WALL SHEATHING w/� ^L, Y4'x3Y2" 8d 0 6" O.C. EDGE & FIELD. "- ATTACH PORCH BEAM TO CS18 w/7-110 dx1Y2 WIRE NAILS �° WITH GAP SHOWN PONTIGO&ASSOCIATES PRIOR TO PLAN VIEW TAPCON PLAN VIEW SIMPSON LTT20B \ I 'M1 � ,.= SUPPORT POST w/ (2)HTS20. EACH END Q 48" � ® 4" O.C. �� ¢ MAKING ANY STRUCTURAL FIELD SCREW RECESSED IN SLAB ill ° O.C. STRAP ICAN BE ' STAGGERED 0 SOFFIT, SEE MODIFICATIONS WHICH MAY VARY W Y2° THREADED I • I _ FROM THE INTENT OF THE ORIGINAL / ,�� ATTACH SUPPORT POST TO INSTALLED EITHER I ARCH. ROD EPDXIED 4" SOLE PLATE�I+ I� C51 s w 7-10dx1Y2" FIELD ALTERNATIONS MADE PRIOR TO FOUNDATION WITH HTT4 FACE OF STD / M ANCHOR j'- - • I w/ 5/S"Ox6" EMBED EPDXY ROD. U.O.N. CONSTRUCTION DOCUMENTS.ANY EACH END ® 48" BEING APPROVED BY LOU PONTIGO 8 O.C. STRAP CAN BEASSOCIATES MAY RESULT IN SYP#2 PT SOLE PLATE I�INSTALLED EITHER DOUBLE ADDITIONAL ENGINEERING OR CONC. CONC. BOX COLUMN SLAB SLAB I I FACE OF STUD 1x4 P.T. SYP INSPECTION FEES. TOP PLATE 1°-4" FASCIA MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR FLOOR Sd C� 3" FLOOR WATER PROOFING AT TRUSSEST USSES TRUSSES ELEVATION VIEW ELEVATION VIEW LOWER PORTION OF OR JOIST. 0 JOIST. OR JOIST. + SHEATHING MAY BOX COLUMN BY BUILDER I TERMINATE AT IF PT MATERIAL IS NOT USED. OPTION B BEAM SEE I TOP OF DBL OPTION A OPTION B OPTION A STRAPPING TOP PLATE. Z OVERLAP PLAN SHEATHING OPTION C DROPPED BEAM w../ RAFTER TAIL DETAIL U WHEN 5 FRONT ENTRY JAMB FASTENING 6 BOX COLUMN DETAILS 7 WALL STRAPPING OVE BEAM 6 V) THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. OTED S0. THIS DETAIL ONLY APPLIES WHEN NO ED ON PLAN S0.2 SCALE: 3/4" = 1'-0'° ' t W C) KING STUD TO TOP PLATE: 00 J SDWC15600 SCREW. LLJ L L J W STUD TO TOP PLATE: DOUBLE TOP PLATE �■ STUD TO TOP PLATE STUD TO TOP PLATE: SDWC15600 SCREW. l ROOF SHEATHING PER SDWC15600 SCREW. SDWC15600 SCREW. ® 32" O.C. POST 2) TOP PLATE O Z 0 32" O.C. � 32" O.C. w/ (2) SDWC15600 UCONSTRUCTION SPEC's N ' ' 1 10d COMMONS 1/2"x10" S.S LAG BOLTHEAD A..i..� W TE " STUDS Ti TOP PLA STUD TO BOT PLATE: QD 6 °.c 1—MSTA24 BOT PLATE TO TRUSS SDWC15600 SCREW. Y4"x4N2" LAG SCREW 0 32' O.C. 2x6 SPF#2 RAFTERS WITH ROUND WASHER --..,. 0 24"o.c AT EACH FLOOR TRUSS 2x6 SYP#2 LEDGER ,. , H2.5T w/2-1/4"x6" SDS SCREWS ® 16"o.c BOT PLATE TO FRAMING BOT PLATE TO FRAMING BELOW CS180 32" O.C. BELOW CS18® 32" O.C. ri WOOD BEAM PER PLAN 6x6 POST SEE PLAN ! r 1 Z ri STUD TO BOT PLATE: 4x4 HORIZONTAL LEG In BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. r 4%02" LAG SCREW ® 32" O.C. 3-10d TOENAILS %%8" LAG SCREW WITH ROUND WASHER EACH SIDE RECESSED ll T EACH FLOOR TRUSS 4x4 DIAGONAL I Vx8" LAG SCREW RECESSED 4x4 VERTICAL TRUSS OR BEAM PARALLEL TO WALL ABOVE ALL EXPOSED METALCONNECTORS AND yvIIEN s WALL STRAPPING DETAILS io WALL STRAPPING DETAIL FASTENERS SHALL ® S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTEO S0. THIS DETAIL ONLY APPLIES WHEN NOTED N PLAN BE STAINLESS STEEL WIEN 1a WALL STRAPPING DETAIL tl 12 SHED ROOF - BRACKET DETAIL OTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 SCALE: 3/4" = 1'-0" MIS • FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR i CONTACT THE E.O.R. PLAN NAME CAPTIVA CLASSIC DESIGN/DRAWN/CHECKED CS BMB/LAP DATE 02.03.16 SCALE AS NOTED LPA No, TOLL-16-00011 CONTROL No. 4795 SHEET SO.2 SHEET 3 OF 9 SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE PI DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS / Lou Pontigo and BEAM OR TRUSS, SEE PLAN Assoc i a t e s, I n c. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 12x12 MASONRY PIER BUILT INTEGRALLY WITH STEMWALL REINFORCE w/ 2-#5 VERTICAL -" DOWEL BARS. TOP OF PIER IS 6" 1got ABOVE PAVERS. (3 PLACES) [� [�3 ��®�� '�`��¢qs�d„o� S 1. 1 S 1.01 _ - E =,FT 'LII F � 51.01, „ � °�� �. 0 cn ppyg s r I PAVERS !; _,-I I 4 I I I __LT "®�r, ®®��- dzz l) li11 ` i I ChristO h�VDa��gewW10urin PE ;r BY OTHERS I �IIII i I 1 xg s1.o1 I I I __11� p 11 ( I I I PROVIDE SAW CUTS PER FL PE#71461 x1.01 2/S1,0, BUILDER TO - * = ( I 10 REVISIONS DATE _.._. _ -- 8 I COORDINATE WITH FINISH I I I v I I 1 1 SO.1 FLOOR MATERIAL. I I I �I -------_� -_= - _-_______ I I I 2 Q r L-------- - - ---- -------------- S1.0 I -_-11_ I IT 00 1 I SAWCUT FH S1.01 K' i ri PR }✓IDE 2-#4x4'- j I I I COR IER CRACK BA ' I I I r FIELD ALTERATION I AT �LA� MID-DEPT ( BIZ _- i ����I L I a ; CONTRACTOR SHALL CONTACT LOU I I I 1 „��. i I I I 1 I_ - PONTIGO 8 ASSOCIATES PRIOR TO �'- ' I MAKING ANY STRUCTURAL FIELD LII J I 4" CONCRETE SLAB w/ I I I ( I 1 O MODIFICATIONS WHICH MAY VARY I_F Z. ' °0 00 - FROM THE INTENT OF THE ORIGINAL J III ( /� 5 -6 I I 12 -4 I I I ._ S0.1 FIBERMES @ 1.5 LBS/CU.YD. I _I_- CONSTRUCTIONDOCUMENTS.ANY 1 �-" FIELD ALTERNATIONS MADE PRIOR TO IOF CONCRETE OR 6x6 W1.4xW1.4 I I I I I I I vl BEING APPROVED BY LOU PONTIGO 8 WWF ON MIL VAPOR BARRIER I i '``' '7 I ASSOCIATES MAY RESULT IN I "' S1.01 _ I -I - _I7 ADDITIONAL ENGINEERING OR p e I� I S1.o1 I IN PREPARED GRADE. 6 I -I� INSPECTION FEES II� I e I I � ti I I I L I , I �!` I t � f __._.._._.. _7 _...._._.__ ,_ _._. a .". ' _5,;....,? _ .•,9',!. yx,... ,..= hq.,a.. . : w*- .r^a'-+. . . i. .`n. .. ,_ r._._>q .� `s.. 25'_1" � � f - - - - - - - - - - - - - - -I � f q ,r .loll 5 ,, 4 4"2 7 -8 Ii 0 -3 - ILe I LF3.0 I , it llil I, J 6 V 1 9 X''t PAVERS S1.01 `I BY OTHERS I ' - -�'_�_- - - - - - - - - - - - - - --� � -_�.� �___.- - - - -� �•' _ ,' 1 Illi S1�01 'IK = UJ J �i-,, - - - - - �- i - _ _ I I - -- LIJ I -1 - ojlv�J _ , 6 - - - - - - - - - LLJ __-- i - av:. r � I I W I I _ - 6 I 1 THINK CONCRETE ( S1.o1 \ I S1.01 I I I I PROVIDE 2� #4x4'-O" s1.o1 l FOOTING w/ #5 ® 1_ - I II 1 i 1 CORNS, -CRACK BARS 2 OI EACH WAY _ r - I I I .x I '` _ - _, ._._-.._ --AT--S-L"4--M I D-D E P TH. BOTTOM _ I ! Ih I O I I _ Z _LI _ 0 I_I I I - 6 ® ® I III --- I _ LU I I I I i S 01 6 �? ( !I I 51.01 Q tl I I I 151.01 - !-! _ _ _. Ii I <,s I C!) I = I- I- I _ _t�_ I I I �- ® . _ S1.01 � T-I_- M I ~ _ ___ ® _ iI-_�! i' I I W TI 1 �x j ., X �Lxx� 51.01 = � � I � I F3.0 _ u7 � Uj U - � I - f - - - - - - - - - - - - - - - - - - - - - - - ® - - - - - - -��-I - - - -- - �- 1 _ I >., iC..;'..`X e. ,` " •.r,. _ ::, t. ....,:ti. X,v :.T,. 'w ,�1 v. ).., ""h , .."hy 1 2 1 18x18 MASONRY PIER BUILT00 S1.01 S1.01 S1.01 INTEGRALLY WITH STEMWALL REINFORCE w/ 2-#5 VERTICAL ( ) DOWEL BARS. TOP OF PIER IS 6" •/ ABOVE PAVERS. (2 PLACES) SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 48" O.C. UNLESS OTHER NOTED SHEARWALLS " FOUNDATION PLAN FOUNDATION (SW BdC�D3"/6") 24 O.C. SCALE: 1/4" = 1'-0' PLAN SOLE PLT @# L WHEN NOTED ON PLAN SEE NOTE 2 1, INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O 2. ANCHOR SPACING SHALL BE AS NOTED. FOR DO NOT SCALE DIMENSIONS FROM EXAMPLE - SOLE PLT ® 36" = 36" THESE DRAWINGS.IF A DIMENSION IS ON-CENTER SPACING UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME (FOOTING SCHEDULE AND NOTES CAP TIVA CLASSIC DESIGN/DRAWN/CHECKED BOTTOM EARS DEPTH WIDTH LENGTH TYPE CS / BMB LAP 3-#5 EA. WAY BOT. 1'-O" 2'-0" 2'-0" F2.0 DATE 3-#5 EA. WAY BOT. 1'-0" 2'-6" 2'-6" F2.5 02.03.16 3-#5 EA. WAY BOT. 1'-0" 3'-0" 3'-0" F3.0 SCALE 4-#5 EA. WAY BOT. 1'-0" 3'-6" 3'-6" F3.5 AS NOTED 4-#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 LPA Na. 4-#5 EA. WAY BOT. 1'-®" 4'-6" 4'-6" F4.5 TOLL-16-00011 1, THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO, RELATED TO THE CONTROL No, FOUNDATION, FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, EC7., SEE ARCH, PLAN, ARCHITECTURAL PLAN SHOWN HERE IN FOR 4795 REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES, S 1 •0 3, SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING AND PER CONSTRUCTION SPECS. TYPICAL WALL FRAMING ANCHORAGE PER AND ANCHORAGE PER CONSTRUCTION SPECS, (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SOLE PLATE ANCHOR,/SEE 7B 51 ,01 8" CMU OPEN BOTTOM LINTEL SEE 3 S0.0 Lou Ponti3o and 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP,) BLOCK w_ 1—#5 CONTINUOUS Associates, Inc. FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. / # LAYOUT PLAN AND SEE ARCH PLAN 420 Osceola Avenue PERMANENT LATERAL L 44 - SLAB ON GRADE - r SI " SLAB O N - FLJa: Cx.A Beach, each,4FloSCrid:Ca 32250 SUPPORT DETAIL. 8 2 Ph.242-0908 Fax. 241-957 597SEE PLAN. GRADE rSEE PLAN._. SLAB E ®E PO � AN. .� w N . �r \ J ': = �' ,`;1/ �-' #4 DOWEL TO MATCH VERT. 8 CMU STEM WALL W/ @��,� �,�°®• ° 'fid�,; :` STEMWALL REINFORCING SEE _-_ _ �'� ' SHOWER PAN SL01 ES TO DRAIN, SEE ARCH SLAB ON F # � ;® STEMWALL SCHEDULE -' ..-� Q"�; A ,� ( �� -� -'`� - 4 VERTICAL DOWELS @ 24 O.C. _ '' GRADE— ° CMU ) / ,i' ��-��� PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. 90 BEND INTO FTG. SCHEDULE w 6 HOOK INTO - z / - r c ° REINFORCING t, 00 — '� '�� - SEE PLAN m o COURSES FOOTING. LAP VERT REINFORCING \ �� '�� - ' _ o 25 IF STEMWALL IS GREATER _ 1 TO 6 #4 VERT. @ 48 O.C. • . �° -- oLLJ :.� THAN (3) COURSES. -'r� _ 7 TO 10 #4 VERT. @ 24"O.C. 5„ STEM WALL SEE S1 .01 l ' 1 . � . US CONCRETE °��'�j°.��,� •e > 11 TO 12 4 VERT. @ 8"O.C. ar_... ,- f • • / , # �--� CONT. CONCRETE FOOTING .- FOOTING °°.CLEAR t ENG� STEMWALLS OVER 6 COURSES TO 8"d x 16"w 1—STORY, w/(2)#5 CONT. TYP ��''®� ado®,``` HAVE TRUSS TYPE HORIZ. JOINT Christopher ) Sabourin PE REINF. BETWEEN EVERY OTHER 10"d x 20"w 2—STORY, w/(3)#4 OR (2)#5 CONT. 10"x20" F L P E#71 461 COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. REVISIONS DATE K7STEMWALL FOOTING 2 FOOTING / SHOWER RESESS 3 GARAGE STEM WALL �-01 SCALE: 3/4" = 1'-0" S1,01 (IF REQUIRED) 51.01 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS, FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO 8 ASSOCIATES PRIOR TO (1)#5 CONTINUOUS, PROVIDE MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY CORNER BARS (TYPICAL) �°—��4 FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY PRIOR TO 12" HOOK INTO SLAB. STEP, SEE i BEING APPROVED Y OUFIELD ALTERNATIONSDPONTIIGOa ARCH. ASSOCIATES MAY RESULT IN AL ENGINEERNG OR (4" MAX.) EQUAL TO SLAB ADDIT�OS ECTION EES'. I� THICKNESS. SLAB ON GRADE, 7B @ SLAB RECESS SEE PLAN, BRICK VENEER IS Z ACCEPTABLE WITHOUT WALL FRAMING INCREASE OF FOOTING -' �- WALL FRAMING SIZE. 1" DEEP SAWCUT w/ LAB ON GRADE, r , 8" CMU STEM WALL W/ ELASTOMERIC SEALANT EE PLAN 2—#5 CONT. LLI #4 VERTICAL DOWELS @ 24" O.C. t' SLAB ON SLAB ON STEP, SEE ARCH. PLAN. 90" BEND INTO FTG. ,. GRADE— SLAB ON - =_ �.____.. _.m' ' W SEE PLAN - GRADE, .__ j LN GRADE, �� 1�,=\ SEE PLAN. m NOTES: SEE PLAN. lily , o '4 - :t � \ j I 1) PROVIDE SAWCUTS TO CREATE CONTINUOUS CONCRETE •. • APPROXIMATE 12 X 1 MAX. SQ. 2, 71, �* FOOTING3" CLEAR 2 SAWCUT CONIC. SLAB WITHIN 4 TO TYP 12 HOURS OF CONC. LACEMENT. OPTIONAL 8x16 2 FLAIR 1—STORY, w/(2)#5 CONT. gx2o 8 »3x1 1 —STORY, w/(2)#5 CONT. nn 10"x20" 2—STORY, w/(2)#5 CONT. 8%20" 2—STORY, w/(2)#5 CONT. ® w/ 2—#5 CONT. r. W 4 STEM WALL AT GARAGE 5 SAW CUT DETAIL BEARING AT INTERIOR 7 MONO. FOOTING AT STEP-DOWN C� �01 SCALE: 3/4" = 1'-0" 51.01 S1 .01 L.iJ 0 00 Z M® 00 �J U TYPICAL WALL FRAMING MATCH DOOR 3/4» AND ANCHORAGE PER WITH, SEE ARCH. RECESS CONSTRUCTION SPECS. LSLAB ON GRADE, PAVER BY SEE PLAN. BOND BEAM w/1—#5 OTHERS PAVING MISC SLAB ON CONCRETE STAND—OFF PAD TO BY BUILDER -�� � 4 GRADE, 12"x12°` 1#5 CONT, . /\ FRAMING — MATCH ARCHITECTURAL COLUMN WOOD POST I-----,DETAIL 10B <c " �'��8 MASONRY ., SEE PLAN, DIMS. FOR BOX COL. w/#3 PER PLAN. E.J. � \ STEM WALL w/ DETAILS X A . £ 1 HAIRPINS AT EA. CORNER 8c #3 TYPICAL ANCHORAGE MATERIAL o �'' 1— 4 @ 48" 0.C. 1 CLOSED TIE AT TOP PER CONST. SPECS. SLAB ON GRADE OR CONIC. N ti w.i. . - ;° - GRADE, SLAB, SEE PLAN. o ® z T/PAD = HOUSE PAVERS BY t ,. SEE PLAN. j�i FINISH FLOOR "� OTHERS ,� ALT, FOOTING AT �,�'\,' /�/y BUILDERS DISCRETION. _ ,.-^"r� `"' `>\'� 1 tr `'°��`� DO NOTSCALEDIMENSIONSFROM y B— Tl T rT-1 1 1—ITI \ ,',•- - �� THESE DRAWINGS.IF A DIMENSION IS '' ` -! I I=I I—I I—_ THICKENED EDGE 8"x$" �. UNCLEAR REFER TO THE #3 @ 48" O.C. OR — I I DETAIL 10A 1` _ ,.; ARCHITECTURAL DRAWINGS OR ROD CHAIRS TYP. =,III. III—� w/ 1—#5 CONT. �\ / CONTACT THE E.O.R. 12 ' 1—STORY, w/(2)#4 CONT. FLAN NAME(2)#5 CONT. cAPTiVA cLAssic CONCRETE FOOTING `;B DESIGN/DRAWN/CHECKED cHECKEE� 1688 2—STORY, w/(2)#5 CONT. (SEE PLAN) 2 THICK x 20 WID CS BMB/LAP MONOLITHIC EDGE FOOTING 9 PAD AT BOX COLUMNS 1 o THICKENED SLAB 11 PORCH STEM WALL W/ PAVERS DATE 02.03.16 ' SCALE �01 SCALE: 3/4:: = 1'-0" S1.01 SCALE: 3/4 = 1'—C" S1 .01 As NOTED LPA No. TOLL-16-00011 CONTROL No 4-795 SHEET S1 .01 SHEET 5 OF 9 SYMBOLS LEGEND _- DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THEN SW' 3&4 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 T6 DESIGNATES 8d COMMONS ® 3" O.C. EDGE & 6" O.C. "IN THE c <r FlELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8­1/2 OF PLY S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.0, 420 Osceola Avenue jax. Beach, Florida 32250 BEAM OR TRUSS, SEE PLAN Ph. 242-0908 Fax. 241-9557 ANCHOR LEGEND FL:CA#8344 SC:CA#3579 -' - -� %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/S0.1 CANTILEVER BEAM TO i SUPPORT GABLE. 6x6 P.T. SYP#2 POST SEE 3/SO.1 FOR BEAM W ABU66. SEE DETAIL CONN. (TYPICAL) X5 i� A307 DIAMETER FULL HEIGHT `Q®e~�' g � 9��n �-' THREADED ROD, SEE DETAIL 12/SO.t �a®®� � o 2/SO.1. (TYPICAL) '>b�a 'to 10 (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 - (2)2x15-1 1 (2)2x6-1/1 = SEE 1/SO.2 %" A307 DIAMETER THREADED �' �.•'• ��" o �rv. __ _..__.___..� _ ..__.____.__..____.__._. _. _ _ _ �� - �__._. -_ .___... _ _z� ROD TERMINATES AT FIRST FLOOR - LX2_ _LVL _ ..:_ �.,.��.�.T _ rl SIM. w P M _-_ rI"- �I TOP PLATE, SEE DETAIL 12/S0.1 I _I -- I " r 7Ij - ---- - I r- j '_e-_�1 " A307 DIAMETER THREADED p " 4r M �I I -+ I_-- ROD TERMINATES AT FIRST FLOOR ®� n• MEE --®- © I!� I �. --_----__--I_._ �.IL--_X11� VV"""" TOP PLATE, SEE DETAIL 12/S0.1 JL I-T SIMPSON HTT5 SEE DETAIL 15/S0.1 ®e VHU210-2 \ i II" I I I- =1-1 a , �Avcl� ` ! I I C h r i s t o�'�9# ; �0aeo@„ ��$r i n P E HANGER. i' _ X I II n 1 ! I C140000 u--- `I ( N I � FL PE#71461 N N I I I SIMPSON pTT22 SEE OETAIL15/50.1 I -C14 N I-T REVISIONS DATE I I I m o TOP PLATE TO STUDS I N I L ----r D W SDWC15600 @ 48" O,C. i r j I I 1---1-I � SIMPSON LTT20B SEE DETAILI5/S0.1 I / l I I NON-STRUCTURAL `. r--- ------ __.___ -------1 u I L--------------------------------------J _.z TRELLIS BY BUILDER I---17 12" LONG LIGHT GAUGE STRAP FASTEN TOP OF WALL I LSTA12 FASTEN TO TOP PLATE AND STUD L- - --_-_ _.__ -. i. PER DETAIL 5/SO.1. =Vi=m =) WITH 5-10d COMMONS WALL STUD SCHEDULE PLATE STUD SIZE -!.____11� LOCATION I, I ( i E:_ . _. HEIGHT & SPACING I ! I I I IT s'-t" 2x4 SPF#2 ® 16" O.C. FIELD ALTERATION N IC I- 11 EXTERIOR MAX (D ( \ i ) -I� iMAX1 CONTRACTOR ASSOCIATES PRIOR TO Z N _ ' EXTERIOR 2x6 SPF#2 16" O.C. J \ X C'�_�;�C MAKING ANY STRUCTURAL FIELD I 10'-1 TO MODIFICATIONS WHICH MAY VARY 14'-O" FROM THE INTENT OF THE ORIGINAL 1 I / EXTERIOR 2x6 SPF#2 � 16" O.C. CONSTRUCTION DOCUMENTS.ANY IIj CI-- �I 1 10'-0., \ !13 C ?� 00 I ! N (( I (� INTERIOR MAX 2x4 SPF#2 ® 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO I I /� BEING APPROVED BY LOU PONTIGO a S I 6 € ( I t I N ! I -11 12'-0" 2x6 SPF#2 @16" O.C. gC ASSOCIATES MAY RESULT IN I I C. ;: I�C INTERIOR MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR I 11! r�,/ ���.JJJ I+ STIJO NOTES NSPECTION FEES. I �+ ``�,� I � I T��S I I X I I �` e I N I ` I r_--' ` "`"`-' "' 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE CN ®c I (2)2x6 SPF#2 1111100 - I __I� POST. } -"� 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CV - CONTRACTOR MAY INCREASE STUD SIZE TO MEET u ARCHITECTURAL REQUIREMENTS. HU210-2 (2)2x ' SPF#2 (2) X12-2/2 SEE 1/S0.2 YELLOW DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN HANGER. w I J f POST. I N ® I I SIM. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. V / V _-TOP- PLA-TE -TO -S-TU'D-S_._._. ..__ m w SDWC15600 @ 48 O.C. ®� I i cj 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS / �j' OPEN TO ABOVE. I I I / ( I ` TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT I r I W X N i SHEARWALLS I 2 2x1 (2)2x4 SPF#2 I N ( ) I �0 sP)2x6 COMBINED USE PANEL NOTES UJ C) AMA 17 IMN .. POST "T f T POST. ! I I �' L_____-� �� 1. EXTERIOR WALL SHEATHING SHALL BE j 4 2XF) �TUU.S--..- _�_ q - CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST O.0 - - Vw ji b ! i� TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING W �l (2)2x8-1 SPLICE LOCATIONS FOR MULTI STORY CONDITIONS W CANTILEVER BEAM TO I I I - 6x6 P.T. SYP 2 POSTU SUPPORT GABLE. = = �R t""^ ,rr% 6 I TM W ABU66. SEE DETAIL 2. SEE SHEET S0.0 FOR WALL SHEATHING = z I I POST. 04 Z I 2/SO.1. (TYPICAL) SPECIFICATIONS. CO m+ ;w � I I 3. UPPER MOST TOP PLATE SUPPORTING ROOF Z MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 0 rI PROVIDE MIN w I °° I Z > I i' I Lo 4. INSTALL SOLE PLATE ANCHORS PER DETAIL (2)INTERMEDIATE fi� ( I N W ! /� \ Z i0 I 3/S0.0 cin 00 JACK STUDS. i t Q - I ! I. I I I N -1 \ o o �. - ` "' GENERAL NOTES N �y I o ° C7 _ z I N 00Z s I ° _ ; + N I 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. Z i0 ! I SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SHEATH CONT, TO - __, j SIZES AND SPACING. AT GIRDERS AND BEAMS, I 4 ►� FLOOR DECK. FASTEN- PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER j SHEATHING TO ALL CANTILEVER BEAM TO PLIES. 00 I VI MIN _ _ SUPPORT TRUSS W - TRUSS MEMBERS N / 2. SEE SHEET 50.0 FOR ROOF AND FLOOR o �� (2)INTERMEDIATE 8d COMMON @ 3" O.C. I ABOVE. SHEATHING SPECIFICATIONS. JACUDS. STRAP L� j --- - ..-1 I SDE PER 7/S .1 /// (2 2x12 r I � %i" I I;- 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 1� i �- L, - I PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES ll __..._. t� TOGETHER PER DETAIL 6/S0.0 Nk FASTEN TOP OF WALL (2)2x12-2/2 (2)2x8-1/1 (2)2x8-1/1 (2) x8-1/1 (2)2x8-1/1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL PER DETAIL 5/SO.1. 3/SO.o O VSEE 3/SO.1 FOR BEAM 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 CONN. (TYPICAL) ATTACHMENT PER DETAIL 5/SO.1 , ` 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS CS-16 STRAPPING DETAIL SOLE PLAT ANCHOR SPACING SCHD CS18 STRAP w/ 10" END LENGTH. FASTEN IST FLOOR THIS END w/ 9-10d. ALL EXTERIOR WALL48" O.C. FIRST LEVEL WALL FRAMING LAN UNLESS OTHER NOTED oz WALL FRAMING-/ w; FRAMING SHEARWALLS I o W (SW 8dOY/6") 24 O.C. SCALE: 1/4' = 1'-0" ,. PLAN L SOLE PLT 0 # WHEN NOTED ON PLAN SEE NOTE 2 t NO NAILS REQUIRED FLOOR I IN CLEAR SPAN 1. INSTALL SOLE PLATE ANCHORS PER DETAIL TRUSSES I 3/SO,O OR JOIST. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS i o= UNCLEAR REFER TO THE 2. ANCHOR SPACING SHALL BE AS NOTED. FOR WALL FRAMING-/ I w 0 ARCHITECTURAL DRAWINGS OR EXAMPLE - SOLE PLT 0 36" = 36" � o ON-CENTER PACING CONTACT THE E.O.R. CS18 STRAP w/ 10" PLAN NAME END LENGTH. FASTEN CgpTrVA CLASSIC THIS END w/ 9-10d. DESIGN/DRAWN/CHECKED CS BMB LAP DATE 02.03,16 SCALE AS NOTED LPA No, TOLL-16-00011 CONTROL No. 4795 SHEET S] ®1 SHEET 6 OF 9 SYMBOLS LEGEND ' HTS16 DESIGNATES UPLIFT CONNECTION, FRAMING PLAN NOTES: 1. FOR 'TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. Q ' 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S 4. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou P ontigo and TRUSSAssociates, Inc. FASTENING DETAILS 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 Products FL: CA#8344 SC:CA#3579 PIotID Length Product Plies Net Qty Floor Truss Connector List Roof Truss Connector List F1301 8-07-12 1-3/4'° x 16" VERSA-LAM® 2 2 Manuf Product Qty Manuf Product Qty USP MSH422 4 USP JUS24 1 " ` years kYdt !/1J !®�'4 �ry �`ya,Iff 2x6 RAFTER PORCH CEILING �$ ° m &A SHEATHING AT BOTTOM 8 TAIL PER ° CHORD OF TRUSS SEE SO.2 DETAIL 8/S0.2 2 �p'g°°e4 SO.1 T53 T54 n '°'', �(�j�;" • °'' �`•° `� _� a. _ ,.. Q era T !_..I BELOW TRUSSSTUD Y TOP PLATE TO '''>�i� C ENIT Tn 1% I �. 1 SDWC15600 STUD SDWC15600 Christo her Sabourin PE f \ P :0 Mr . . .__ _ .. ! _ _I ,: . ,__..._,. .._. N._.. _,. O O (ta Lf) d M N r O O 00 0 0 Ln M N E u O O O O.. ( i^+r'. O a6: -.... __ Q .___I.T a FL P Lit71461 f' ! �' i __ice TRUSS TIE DOWN WITH SIMPSON SDWC t f, r, REVISIONS DATE f FT_3 Rafter to Top Plate shown i ! f;; r ✓ ' ! ✓ / ' „ \ Truss to Top Plate similar ✓f ! � r II I - - - I I I_T Optimal 2 Ii r '✓ / f f iW I —I P 2) Z (+ %j /! !r✓ /. ✓ f !' 1 II {.`.'_ _._.}if_.__._ __'_ ' I 1 17 10` O' 50.1 _— .. 30 ' „' It r! is j 1 r !; _ _. 10j CEILjING __. FIELD ALTERATION r'r / v ! _—� CONTRACTOR SHALL CONTACT LOU I -—17 4 STUD DIRECTLY PONTIGO&ASSOCIATES PRIOR TO BELOW TRUSS MAKING ANY STRUCTURAL FIELD pi I "-I� "MQX MODIFICATIONS WHICH MAY VARY 1 FROM THE INTENT OF THE ORIGINAL ✓ /f CONSTRUCTION DOCUMENTS.ANY ! 0\ q I I ✓ './ f i .� _I 5�'1 FIELD ALTERNATIONS MADE PRIOR TO —I-T SDWC15600 TOP PLATE TO ADDIOTOINALENGINEERNGOR 1 -I----•— BEING APPROVED BY LOU PONTIGO B STUD SDWC15600 I' � ✓ 11 [ / vv - —I T INSPECTION FEES. 'i'% ! 'i//✓ �'° " ' -P SDW 5600 @ E FLO R TR SS '�/ .. ! _ �I. `r, �,f',/,/'! •�`�,� i i � i I ( I _I ..._i.i.� Note: 1. Sloped—roof rafters may be sloped up to and including tl' ✓ -', I i I_ —" I""j a 12:12 pitch and must be "birdsmouth" cut. I 2. Reference detail 4 for installation instructions. L / , 11 k 4 1 =IfI ,; ✓ ,; i S1.3 OSB BLOCKING PER f DETAIL 5E/50.1 SIMPSON SDWC INSTALLATION RANGE I v ✓ l I , U �`.A ti �� a.� I { I I' �, !!✓' O O O O O O O �`�� ��" '�`e`-, �"°`` �� ��°'?ate`�"'°:'� � IL a- 110- m � r+` �( Lu m Ila m m m (2)HTS16 1II ✓ ti, I I PORCH CEILING 3: � MM SDWC15600 @ EA, kL00 TRU t . , SHEATHING AT BOTTOM ' 0 1 �. 2/S . - — (2)HTS16 1 . — .', JU�2 � v,,�",�� z 0'1 ,. Q 1.0 2x4 DIAGONAL BR� OSB BLOCK NG PER `.� STUD NOT DIRECT 0 l41_ AICE FROM LL � �� FE�Q1. ,: BELOW TRUSS DETAIL 5E/ 0.1 CD TOP PLATE TO FLOOR j SDWC15600 i SHEATHING FT01i Reference detail 2a for installation angle limit OSB BLOCKING PER 1 Note: rl i' I I ` , �o, !I DETAIL 5E/S0.1 51.2 SDWC INSTALLATION I !S // \\\ I .e i--__.__. _.� I _5 ' ( N \O N s/ FT01 I fI z � �Sio 1' II F07FT0 i Rafter to Top Plate shown4< SHEATH FROM I N a N I — 1 l (Truss to Top Plate similar) L. UPPER ROOF I ° :`� ; ) I _ .:,._ �- �- �p I W TI ! _ I THRU TO 2ND—/ j � i e `4...._ ..s ! _ I I / \ LEVEL BOTTOM _ . / {' - �� I �yax 12 STUD NOT DIRECTL Uj PLATE FT01 BELOW TRUSS TI- N 01 � 00 00 O O �- � � N N N M M M ! 1 0 O O O O O O O O O O O O r Ir r r r r r d C�, lL LL LL I LL LL LL LL LL LL LL U_ IL LL LL LL LL LL LL LL LL LL. LL LL LL F Do not install SDWC in V . I0 I hatched area I I! �� � ._ter _ �::�. _ , �,�_,��; � W�� �.� � _ I '1111° F.ro1 SDWC15600 (2)HTS16 i S0.1 Overhang 1 1/2" MIN 8 2x6 RAFTER 2'° MAX SO-1 TAIL PER --- DETAIL 8/SO.2 SDWC INSTALLATION RANGE FLOOR AND WATER PROOFING ROOF TRUSS (SEE ARCH) Rafter or Truss PLACEMENT FLOOR DECK, SEE FLOOR DECK SEE Y2"'° minimum edge CONSTRUCTION distance for full PLAN TRUSS ROOF RAFTER NOTES: STRAPPING NOTE SPECIFICACIONS. LLI = SLOPE, CONSTRUCTION values (with or Splice may be in upper or UJ v SPECIFICACIONS. without a plate lower plate 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING' FLOOR SYSTEM to SEE ARCH. splice) WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 @ 24" BY 2x4 RIBBON ✓✓,� BOARD. DO NOT SCALE DIMENSIONS FROM SCREW UNLESS OTHERWISE NOTED OTHERS. THESE DRAWINGS.IFADIMENSIONIS UNCLEAR REFER.TO THE f ' Ya" from top plate ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. I splice Offset i! SHEATHING, SEE for full values STUD NOT DIRECTL CONSTRUCTION BELOW TRUSS PLAN NAME FLOOR AND ROOF TRUSS PLACEMENT PLAN TRUSS SEE SPECIFICATIONS. CAPTIVA CLASSIC SCALE: 1/4" = 1'-0" OSB BLOCKING PLAN, DESIGN/DRAWN/CHECKED 2x4 BLOCKING CS BMB LAP PANEL. 2x6 BLOCKING / DATE 2x12 BLOCKING SDWC AT TOP PLATE SPLICE 02.0316 SIMPSON H3 CLIP EA. RAFTER. HEADER, SCALE SEE PLAN. AS NOTED LPA No. TOLL-16-00011 DETAIL CONTROL No. S1.2 SCALE: 3/4" = 1'-0" SHEET5 S1 .2 SHEET 6 OF 9 SYMBOLS LEGEND _ DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3&-4 SHEARWALL SHEATHING TO BE APPLIED. I al 8d 0 9 DESIGNATES 8d COMMONS @ L 3" O.C. EDGE & 6" O.C. "IN THEA FIELD" � (71 DESIGNATES THE HEADER SIZE, NUMBER l (2)2x8-1/2 OF FLYS & JACK/KING STUDS NEEDED I FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.0, 420 Osceola Avenue ---® BEAM OR TRUSS, SEE PLAN Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 i ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 I -%" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 " A307 DIAMETER FULL HEIGHT ®�'�e �•+'� �" THREADED ROD, SEE DETAIL 12/SO.1 '�®��•O•. ucs e. 0P., %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR w r Z -r� i TOP PLATE, SEE DETAIL 12/SO.1 ,- /�� A307 DIAMETER THREADED =�� :�� (�J,��j`-�) ROD TERMINATES AT FIRST FLOOR �. •. (� TOP PLATE, SEE DETAIL 12/30.1 �' ���``•.,,,g SIMPSON HTT5 SEE DETAIL 15/SO.1 �drfI M Christopher J Sabourin PE FL PE#71461 SIMPSON DTT2Z SEE DETAILI5/30.1 REVISIONS DATE SIMPSON LTT20B SEE DETAILI5/SO.1 12" LONG LIGHT GAUGE STRAP LSTA12 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-11 ° 2x4 SPF#2 O 16" O.C. FIELD ALTERATION MAX EXTERIOR 10'-1 2X6 SPF#2 0 16" O.C. CONTRACTOR SHALL CONTACT LOU MAX PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD 10'-1 TO MODIFICATIONS WHICH MAY VARY EXTERIOR 14'-0" 2x6 SPF#2 16" O.C. FROM THE INTENT OF THE ORIGINAL 101-0" CONSTRUCT ION DOCUMENTS,ANY MAXSHEATH WALL TO TRUSS INTERIOR 2X4 SPF#2 O 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO BOTTOM �HORD SEE SHEATH WALL TO 2ND BEING APPROVED BY LOU PONTIGO& V LEVEL BOTTOM PLATE. INTERIOR 12�-0" 2x6 SPF#2 C� 16" O.C. Q ASSOCIATES MAY RESULT IN 1/S1.3. MAX 2x4 SPF#2 ® 12" O.C. ADDITIONAL ENGINEERING OR '. INSPECTION FEES. STUD NOTES Q�� 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. Cj (3 _ --- L-- _--- _ CONTRACTOR MAY INCREASE STUD SIZE TO MEET y _-� - - -- --- ARCHITECTURAL REQUIREMENTS. I I 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN l YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS I � SHEATH CONT. THRU T r n I TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. V ! I (0 LOW ROOF TO 2ND MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT r , OPEN TO BELOW. i° ! X SHEARWALLS \j\ W I IIII LEVEL BOTTOM PLATE r J� ! CS18 I CANTILEVER COMBINED USE PANEL NOTESUj C) t../ J S .___ _ _. - - --- BEAM TO m _ I I I 1. EXTERIOR WALL SHEATHING SHALL BE W - _ SUPPORT CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST _ __ GABLE. TOP PLATE. SEE DETAIL 1 SO.1 FOR SHEATHING W ' ;1 i i ---------- - - `------- - j SPLICE LOCATIONS FOR MULTI STORY CONDITIONS W X ! I I I I I I I I t J ^'I' CS18 i I I I I I I I II 2. SEE SHEET SO.0 FOR WALL SHEATHING = "/ C'J I j I I 6 I I I I I SPECIFICATIONS. C/) o I ; ; ! II I I I I I I I 6x6 POST ALIGN WITH Cf) to I I ; , I+ °i i HTS16 tlPOST BELOW STRAP 3. UPPER MOST TOP PLATE SUPPORTING ROOF I I MEMBERS SHALL BE STRAPPED AS SHOWN IN I I W/ 2-CS16. DETAIL 1/SO.0 O Q 4. INSTALL SOLE PLATE ANCHORS PER DETAIL ~~ // 3 So.O rl d w I w I i zf I I I I I I II, L I _ x Q I CS18 @ BOTTOM OF STUD N I GENERAL NOTESJ 3: ry l __ WHERE NOTE . SEE DETAIL , , " �I 0_ In I I r AT BOTTOM RIGHT OF PAGE. - 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. QLIZ SEE WALL STUD SCHEDULE THIS SHEET FOR STUD Q --- SIZES AND SPACING. AT GIRDERS AND BEAMS, m I aCS18 I I 6X6 POST ALIGN WITH PLIES PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER � J ® Uj SHEATH CONT. THRU ` I ; POST BELOW STRAP 2. SEE SHEET SO.O FOR ROOF AND FLOOR LOW ROOF TO-// N HTS16 E w/ 2-CS16. SHEATHING SPECIFICATIONS. TRUSS BELOW. N 00 °O ^ r Z 0 �I U) 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE Uj � U U_ 11 ®I , PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES 111 _ 22X1 0 ; I TOGETHER PER DETAIL 6 SO.0 __ 1 (2}2x6-1/1 (2)2x1 O 1/2 (2)2x6-1/1 (2)2x6-1/1 CAN TI LEVER 4. INSTALL SOLE PLATE ANCHORS PER DETAIL (2)MSTA2A BEAM TO 3/so.o0 SUPPORT 5. AT SHEARWALLS, PROVIDE DIAPHRAGM Q GABLE. ATTACHMENT PER DETAIL 5/SO.1 j r 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT Id••/I TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL CS18 STRAP w/ 10" 2nd FLOOR END LENGTH. FASTEN I THIS END w/ 9-10d. ® j WALL FRAMING I FRAMI N V e Z - - I -j PLAN I \_NO NAILS REQUIRED WALL FLOOR IN CLEAR SPAN TRUSSES DO NOT SCALE DIMENSIONS FROM SHEATHING OR JOIST. EA, I THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE 2ND FLOOR WALL FRAMING w a;y ARCHITECTURAL DRAWINGS OR z CONTACT THE E.O.R, r WALL STUDS. I CS18 STRAP w/ 10" PLAN NAME END LENGTH. FASTEN CAPTIVA CLASSIC THIS END w/ 9-10d. r - DESIGN/DRAWN/CHECKED /- ,?,6 PLATE SEGO D LEVEL WALL FRAMING PLAIN CS 0 BMB LAP PRE-ENGINEERED SCALE: 1/ " = V-0" DATE WOOD ROOF TRUSSES. 2x6 BLOCKING 02.03.16 BETWEEN EA. TRUSS SCALE AS NOTED LPA No. TOLL-16-00011 CONTROL.No. 4795 1 DETAIL SHEET 51.3 S1 .3 SHEET 8 OF 9 I I ' I SYMBOLS LEGEND ° ........ , HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES- 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET 30.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO 0. 4. WHEN USING (2)H2.5T CLIPS ON 114" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo�and TRUSSAssociates, Inc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 F L:CA#8344 SC:CA#3579 aO""vvrn_tr`d�irrtd tIlk�p�d SIN by �3 ad 2x6 RAFTER At, TAIL PER w 1 <( 8 = s 2 DETAIL 8/S0.2 �- q SO.2 s „meq 4 Off" STUD DIRECTLY > e��' °°° ,:....P;°®p BELOW TRUSS TOP PLATE TO i SDWC156)0 STUD SDWC15600 Bd+ItliFdIdY94499#9 _ Christopher J S a b o u r i n PE I k w FL P E#71461 ' TRUSS TIE DOWN WITH SIMPSON SDWC s w 5 w ' REVISIONS DATE S0.0 10 Rafter to Top Plate shown i ! S®,1 I PORCH CEILING G Truss to Top Plate similar I , ( w _ SHEATHING AT BOTTOM w = �� CHORD OF TRUSS SEE optimal 22)¢' 0.2/50.1. 10• w B FIELD ALTERATION CONTRACTOR SHALL SHALL CONTACT LOU STUD DIREC TLY PONT GO&ASSOCIATES PRIOR TO BELOW TRUSS MAKING ANY STRUCTURAL FIELD ww i� I I f ,, /,,•� )�"Max MODIFICATIONS WHICH MAY VARY - - t-�+' w w Ift f° FROM THE INTENT OF THE ORIGINAL 10 '� f' CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& y ,! f SDWC15600 TOP PLATE TO :;:� SOA 1jl I l.. J j �, . ASSOCIATES MAY RESULT IN I - - --- f " '"''` -- ; 'h w '"- f ` STUD SDWC15600 ADDITIONAL ENGINEERING OR I�.n_�__ a.� j ...._...e_� .... IN E N ' } Note: 1. Sloped—roof rafters may be sloped up to and including SP CTIO FEES ' a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. / r SIMPSON SDWC INSTALLATION RANGE fV t r r r r e- r r r r O O q0j ✓ w wI !! b0 W 00 O OD 00 00 00 W ��e ,0C1 }` ' Imo- to � 9� U7 91') � u7 � —......_. �. V7 Ln y „ X_ il_xx)\/�> _ ' 1XXX XXX z Ln LU 8 2x6 RAFTER UJ So.2 TAIL PER DETAIL 8/S0.2 LLJ W1 r 1 U Z E-- Q STUD NOT DIRECTL n BELOW TRU SSLL '� SDWC15600 0 Z Note: Reference detail 2a for installation angle limit Q Uj J Ln SDWC INSTALLATION Uj 9999 � I Rafter to Top Plate shown4< 0 (Truss to Top Plate similar) J ' r ' W x2 tn° STUD NOT DIRECTL BUj Z BELOW TRUSS ® Do not install SDWC in hatched area 0 0 SDWC15600 U Overhang 1 1/2° MIN 2" MAX SDWC INSTALLATION RANGE TRUSS Rafter or Truss PLACEMENT >�i" minimum edge PLAN TRUSS , ROOF RAFTER NOTES: STRAPPING NOTE distance for full ed values (with or Splice may be in upper or 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING without a plate lower platesplice) WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED DO NOT SCALEDIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE Y* from top plate` ARCHITECTURAL DRAWINGS OR splice Offset CONTACT THE E.O.R. for full values STUD NOT DIRECTL BELOW TRUSS PLAN NAME ROOF TRUSS PLACEMENT PLAN CAPTIVA CLASSIC SCALE: 1/4" = 1'-0" DESIGN/DRAWN/CHECKED CS /.,.BMB/LAP DATE SDWC AT TOP PLATE SPLICE 02.03.16 SCALE AS NOTED LPA No. TOLL-16-00011 CONTROL No. 4795 SHEET 1 SA SHEET 9 OF �