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1793 ATLANTIC BEACH DR - NEW RESIDENCE DRAWINGS TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECTS OOF CERTIFICATION BELOW.ary 1 O Z OF F� � ei. h Srr X! I "A A 6 'Ir _ m t� 00 1E MANUEL GONZALEZ,AIA AR 96730 ZO Z O z(n w O _ LU Ce LU Ceca Cnp Ce W00 o LIST OF DRAWINGS GRAPHICS ABBREVIATIONS ¢ w 00 M W C1 Cover Sheet - Index of Drawings PARTIAL SECTION INTERIOR ELEVATION # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER ,a a �- � z GN1 General Notes I a _ DETAIL NUMBER _ DETAIL NUMBER & AND FLR. FLOOR SQUARE INCH W mo DRAWING NUMBER ___ DRAWING NUMBER = EQUAL FND. FOUNDATION PSL PARALLEL STRAND A o j ^ @ AT F.P. FIREPLACE LUMBER 0 0 = A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM z = i— BUILDING SECTION DETAIL CALL-OUT rn S o S L.A B LAYOUT ABV. ABOVE FT. FEET P.T. PRESSURE TREATED az DETAIL NUMBER _ DETAIL NUMBER ADJ. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD P g w A1.18 Slab Layout - - - tp Ce z A1.N Slab Layout Notes and Details --- ___ DRAWING NUMBER ___ DRAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER o > o — A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD x "' o AHU AIR HANDLER UNIT GAL GALLON a Z LU Q'o FLOOR PLANS CEILING HEIGHT CHANGE ALT. ALTERNATE G.A. GAUGE R RISER ,� O O ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR w o A2.18 First Floor Plan w Q c A Ce W z A3.18 Second Floor Plan CENTER LINE GFI GROUND FAULT RAD. RADIUS z LU o `t A3.N Floor Plans Notes Details and Schedules B.B.Q. BARBECUE INTERRUPTER REF. REFRIGERATOR A d � � W a cn ELEVATION MARKER SPANISH TILE BD. BOARD <C A w oc Ce z GL GLASS REINF. REINFORCING a "' � o SHAKE SIDING B.F.F. BELOW FINISH FLOOR G.W.B. GYPSUM WALL BOARD RM. ROOM '� 1:4 `� LU z z EXTERIOR ELEVATIONS SLAB RECESS BOTT. BOTTOM R.O. ROUGH OPENING O A 11 = `� A5.18 Front & Side Elevations and Notes SIDING BR. BRICK H HIGH RQD. REQUIRED �+ a 9 8 BKFST. BREAKFAST ® O 10 0 0 o A5.1.18 Rear & Side Elevations and Roof Slope Plan FRAME BEARING WALL BRICK HB HOSE BIBB R & SH ROD & SHELF J CALC. CALCULATIONS HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL w N 1.0 P z J A5.2.18 Exterior Elevations Details 0 INTERIOR WALL (NON-BEARING) STUCCO FINISH HGT. / HT. HEIGHT 0 C.J. CONTROL JOINT o CMU MASONRY WALL EARTH CL CENTER LINE HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET a o CLG CEILING SGL SINGLE o0m BUILDING SECTIONS GABLE END WALL INSULATION CMU CONCRETE MASONRY UNIT INSUL INSULATION SHT. SHEET A7.18 Building and Stair Sections FRAMED KNEEWALL -� DECORATIVE STONE C.O. CLEAN OUT INT. INTERIOR SH. SHELF Uj¢ oo Ce I.L.O. IN LIEU OF SHWR. SHOWER a COL. COLUMN c� o cn0 DROPPED SOFFIT � PRE-CAST LINTEL/ HEADER z W COMP. COMPRESSOR SL. SLIDER a X °C DIFFUSER LAYOUTS CONC. CONCRETE KS KNEE SPACE SPECS SPECIFICATIONS DRAWN BY m S.P.F. SPRUCE PINE FIR S. FOX z z o M1.18 First Floor Diffuser Layout CONT. CONTINUOUS L LONG SPRG. PT. SPRING POINT CHECKED BY U o z M2.18 Second Floor Diffuser Layout Ce `_ DB. DOOR BELL LAV LAVATORY STD. STANDARD = a DBL. DOUBLE LDRY LAUNDRY STL. STEEL J. PALM C> >- LIN LINEN STOR. STORAGE SCALE CoLU ¢ ELECTRICAL LAYOUTS DECO.DEOUBLE CORATIOD AND SHELF LT LAUNDRY TUB VE 22 X 34 = SCALE AS NOTED J off E1.18 First Floor Electrical Layout T TOP 11X17 = 1 2 NOTED SCALE o w � E2.18 Second Floor Electrical Layout DET. DETAIL M.B. MASTER BATH T&G TONGUE &GROOVE / DIA. DIAMETER MAX MAXIMUM TEMP. TEMPERED 0 062 DIM. DIMENSION M.C. MEDICINE CABINET THK. THICK SHEET DATE ce d 0 STANDARD NOTES & DETAIL.. DDOWN MFR. MANUFACTURER T.O. TOP OF 12-30-15 LU o q D3 Standard Notes Details DR DOOR MIL. MILLIMETER T.O.B.B. TOP OF BOND BEAM o Ce F- D7 Standard Notes & Details DS, DOWNSPOUT MIN. MINIMUM TR. TREAD SHEET REVISION INFO mo D8 Standard Notes & Details D.S.S. DENSE SELECT STRUCTURAL MIRK. MIRROR TRAM. TRANSOM DW DISHWASHER MLDG. MOLDING TYP. TYPICAL zLU a DWG. DRAWING M.P.H. MILES PER HOUR cn w z ~ E EGRESS MT METAL THRESHOLD UC UNDER COUNTER m °° W E.E. EACH END U.N.O. UNLESS NOTED J ^G 0 ¢ o o E W EACH WAY N.T.S. NOT TO SCALE OTHERWISE V.B. VAPOR BARRIER SET REVISION INFO zc: L w LU EL. ELEVATION O.A. OVERALL C) z a LU ELEC. ELECTRICAL 0.C. ON CENTER VERT VERTICAL W v i— ENCL. ENCLOSURE O H OVERHEAD V.T.R. VENT THROUGH ROOF a m ENG. ENGINEERED z 0 =, z EQUIP EQUIPMENT OPT. OPTION(AL) W WIDE cn op EXT. EXTERIOR OPNG. OPENING F— W _ OSB ORIENTED STRAND BOARD W/ WITH LU cn w W.C. WATER CLOSET SHEET DESCRIPTION cn W n z PED. PEDESTAL SINK WD. WOOD z w POLY POLYVINYL WDW. WINDOW P.S.F. POUNDS PER W.I.C. WALK-IN CLOSET m z SQUARE FOOT COVER w .z > o WP GFI WATERPROOF GFI W.W.M. WELDED WIRE MESH SHEET z z = o DESIGN CRITERIA W.W.F. WELDED WIRE FABRIC Wz ¢ a HOUSE ELEVATION ABBREVIATIONS W o o TWO STORY - FRAME SINGLE FAMILY RESIDENCE - GROUP R3 ABBREVIATION MANOR FULL SME ELEVATION CODE PROJECT NAME cC cn � � 03 0 o z BUILDING TYPE: V - B RIo. RIovlAivcSa�RG os ATLANTIC BEACH W '-' DESIGN BASED ON FLORIDA BUILDING CODE RISK CATEGORY: II CAA. CHATEAU 09 HERITAGE = q Q in W � 5TH EDITION 2014 VER. VERSAILLES 10 0 U_ �, ( ) WIND DESIGN BASED ON ASCE 7-10 CLA. CLASSIC 18 DUVAL COUNTY z o = o F.B.C. 5TH EDITION 2014 RESIDENTIAL z z C ) ULTIMATE DESIGN WIND SPEED = 130 MPH MED, MEDITERRANEAN 19 LOT/BLOCK 0040 z p o TRA. TRADITIONAL 20 g z o F.B.C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH COU. COUNTRY MANOR 21 TBI NUMBER 0040 Ua o U o F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE - B HER. HERITAGE 22 MODEL z a F.B.C. 5TH EDITION (2014) ENERGY CMN. cIMMARON 28 Uj ENCLOSED BUILDING cFr. CRAFTSMAN 31 STONEBROOK z a. 6­1� > CONSERVATION MSN. MISSION 30 W W Z INTERNAL PRESSURE COEF. +. 18/-.18 a w z < SCL. SPANISH COLONIAL 32 W F.B.C. 5TH EDITION (2014) FUEL GAS ELEVATION NAME z W BOR. BORDEAUX 33 Cl 9 can- W F.B.C. 5TH EDITION (2014) ACCESSIBILITYPLAN FOR ACTUAL PRESSURES BRo. BROUGHAM 39 w ALL NATIONAL ELECTRIC CODE 2011 (NFPA 70) LU � REN. RENAISSANCE 40 I' THIS DRAWING AND DESIGN IS VALID VIE. VIENNA 41 z x z N.F.P.A. 101 2014TUS. TUSCAN 44 FOR 12 MONTHS AFTER THE DATE IT CLS. CALAIS 46 Z SHEET NUMBER p s W m ° m ASCE 7-10: MINIMUM DESIGN LOADS IS SIGNED AND SEALED OR WHILE ITV. ITALIAN VILLA 58 r o FEMA RULES & REGULATIONS CURRENT CODE IS VALID SHN. SHINGLE 62 z LU Z J PBC. PALM BEACH 80 J Z J W J o o CRB. CARIBBEAN 81 C-5 La 0C ST. COASTAL 82 J SERIAL NUMBER 1014.0 TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION rotNEBGMPMrSWITH HEAPPED�GMNIMUMeDON THIS ILDING DMN7NG CDMPL[ES VYR}I THE APPLICABLE MINIMUM BUILDING WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS CODE IN ffW AS DP DATE OF CEUMCATION BELOW. � z SECTION R318 PROTECTION AGAINST TERMITES AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE N ~ AND PERMANENT BRACING AND/OR BRIDGING AS RE SHALL BE PROTECTED WITH WINDOWS DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE TERMITE PROTECTION SHALL BE PROVIDED B REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED REQUIRED FOR ERECTION AND FOR THE PERMANENT of F� OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE d 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 r �= 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). UP)N COMPLETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. 0 2 PROTECTIVE TREATMENT A CERTIFICATE OF OMPLIANCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND d m DEPARTMENT BY THE LICENSED PEST LICENSED COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, e O O "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD i TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALLFRFp v ~ DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. MANUEL GONZALEZ,AIA NOTE; AR 96730 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. z u_ 'OR BORA-CARE" PRODUCT METHODS M ST BE DETERMINED AT PERMIT STAGE AND PRODUCT `~ O APPROVAL DATA MUST BE ON FILE WIT THE BUILDING DEPARTMENT. 1. UPLIFT CONNECTORS SUCH HURRICANE CLIPS TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY z REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY ¢ O 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATEDWALLS 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. z( w PORTIONS OF WOOD ARE REQUIRED T BE FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION _ OF THESE WALLS. NON-BEARING INTERIOR PARTITIONS (u w OPTIONAL BORATE APPLIED TO AL FRAME MEMBERS WITHIN 24" A.F.F. a 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. � STRUCTURAL NOTES; MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" 0 CAST IN PLACE CONCRETE 0/C WITH SINGLE TOP AND BOTTOM PLATE. �' w N FIELD REPAIR NOTES `� ►� �' U- © 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND ct ES ex. z A SLUMP OF 5" 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS GLASS BLOCK ¢., '-� H v ❑ S LIJ "_ 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH; TYPE S - 1800 psi AT 20 DAYS H > _ °° RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. p A d w Lu h- o ASTM A-615 GRADE 60. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. W ❑ w 3. WELDED WIRE FABRIC SHALL CONFORM TO STM 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 THECl o O = AND CONTAIN AT LEAST ONE CROSS WIRE Wil HIN THE 6". FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36 LONG #5 BAR INTO THE EPDXY FILLED HOLE.. USE A TWO PART BUILDING IDENTIFICATION41 (,jEj CA a ,=E PER PLAN WHEN FIBERMESH IS USED ILO WWF, A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET", EPDXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE ❑ o o THE EDGE OF THE SLAB. APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH h o LL, THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO O Lu z 4. HOOKS SHALL BE PROVIDED AT DISCONTI UOUS ENDS OF ALL TOP BARS OF BEAMS. PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH 1­4MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. THEIR BACKGROUND. x ❑ 5. HORIZONTAL FOOTING BARS SHALL BE BEN 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+ p Lu En z 25" LAP SHALL BE PROVIDED. / O Z Lu ¢ THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO *4 0 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO W A O A ce- Lu 0 7. CONCRETE COVER MIN. 3" WHEN EXPOSEDTO EARTH OR 1 1/2" TO FORM. 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMP50N FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL U w z MTSM16 TWIST STRAP W/ (4) /4 X 21/a TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS A � � ¢ PLYWOOD PANELS. d y u.j O 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#), NO MORE THAN 10 STRAPS MAY Q a tu- _ SEALED UNDER SLAB ON GRADE. BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS CONNECTIONS ARE MISSED CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS.CONTACT ARCHITECT OF RECORD FOR SUBSTITUTION. a A a 9. FOR SLAB ON GRADE PROVIDE 4" CONC. SAB W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED p A >- z M OUTDOOR KITCHENS zLu AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH 00a ALL CONSTRUCTION WITHIN 24 `z MAY BE USED ILO WWM, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE STRUCTURAL DESIGN CRITERIA OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. o o o 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 Lu a -� RESIDENTIAL FLOOR UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR N F- z -' 10. WHEN THREE OR MORE BARS ARE REQ'D., THE BARS SHALL BE HELD IN PLACE AND 40 PSF GRILLS OR COOKTOPS. 0 � ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS C) STAIRS 40 PSF ANCHORAGE >- dd REINFORCING STEEL 10 PSF a O LU ATTIC WITHOUT STORAGE METAL AND WIRE LATH; ov � m ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE &OIL & ATTIC WITH STORAGE 20 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. Lu p z SHALL MEET ASTM A-615 REINFORCING FOR FO TING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF C)eCONCRETE PADS TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL ¢ o SLEEPING ROOMS °Ca STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE z o w ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY � °e WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE CONCRETE CONCRETE UNLESS OTHERWISE INDICATED c5 Ii w DRAWINGS; STRENGTH 3, METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT m z FIGS WALLS COLUMNS BEAMS SLABS: 40 DIA. OR 25" MIN. @ 28 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND cri O z REINFORCING; WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATE SHALL BE CHECKED BY Lu ce `� FILLED CELL & MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN. ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF N0. Lu ALL REINFORCING BARS ASTM A615-60 60000 PSI A. BARLEY _ ` - e TEMPERATURE REINFORCING; 20 DIA. OR V-0" MIN. 11 GAUGE BARBED GALVANIZED OR BLUED NAILS 1 %" INCHES LONG HAVING A HEAD NOT LESS THAN ~ a ln�~ WELDED WIRE MESH; 8" LAP ALL STIRRUPS AND TIES ASTM A615-6060,000 PSI % INCH IN DIAMETER. SCALE m QPOLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF J o MASONRY WALL CONST. FIBERS PER CUBIC YARD MIRRORS O ¢ 1. HOLLOW LOAD BEARING UNITS SHALL BE NC RMAL WEIGHT, GRADE N, TYPE 2, CONFORMING 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. U- Lu � TO ASPM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI). MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED (n UNITS: DURING CONSTRUCTION O o 2. MORTAR SHALL BE TYPE "S", CONFORMING O ASTM C270. H.V.A.C. NOTES SHEET DATE CA J o 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: w AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 1111. STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE; ASTM A36 OR ASTM A-307 MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION a o O o z 4. VERTICAL REINFORCEMENT SHALL BE ASN 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 a WITH COARSE GROUT. LL, >- o 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 = 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 Q o MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER ( / ) WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. z = O z OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED, WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. ¢ W 6. REINFORCING STEEL SHALL BE LAPPED A MI14IMUM OF 48 BAR DIAMETERS UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) ELECTRICAL NOTES m m Lu 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. 'S¢ o Lu 0 7. GROUT STOPS SHALL BE PROVIDED BELOW OND BEAM. PLASTIC SCREEN METAL LATH STRIP z = o w TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS.OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF WOOD ROOF DESIGN LOADS; SHINGLE ROOF; TILE ROOF; ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTATTENTION PRIOR Ln - SET REVISION INFO uj w FELT PAPER AS A STOP IS PROHIBITED. TRUSSES: TOP CHORD LIVE LOAD; 20 PSF 20 PSF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL z v �_- 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR TOP CHORD DEAD LOAD; 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. m ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED L7 ce w z SHALL BE CONTINUOUS AND SHALL LAP A MIN. . OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. z o A TOTAL; 40 PSF 50 PSF cn O O WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO z u _ WIND UPLIFT RESISTANCE: 10 PSF 10 PSF NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO SHEET DESCRIPTION w 1. ALL WOOD MEMBERS EXPOSED TO WEATHER, OR IN CONTACT WITH MASONRY, CONCRETE OR m ui Ln SOIL SHALL BE PRESSURE-TREATED. SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE (D W o 2. ALL EXTERIOR WOOD STUD WALLS, BEARIN 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 ATEST BUTTON WITH GENERAL U o FRAMING MEMBERS, ( I.E. BLOCKING OR GABLEEND BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ca a GRADE OR BETTER SHALL BE USED REGARDLESSOF SPECIES. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" NOTES LU z WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE DEAD LOAD; 20 PSF w � Q O TRUSSES; z z = o STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION 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. w _j z PLUMBING LINES ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES TYP. U.N.O. TOTAL; 60 PSF (n � ¢ ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 W w = V) 4. MANY OF THE NEW PRESSURE TREATED W ODS USE CHEMICALS THAT ARE CORROSIVE TO o z a SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY THE LOCATION OF SERVICE AND PROJECT NAME Lu O STEEL. IT IS THE CONTRACTOR'S RESPONSIBIL TY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS TH T RESIST CORROSION. FOR EXAMPLE, ACQ-C, VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL 0 LLQ] z ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL 0 DOT SODIUM BORATE (SBX) DOES NOT. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. v w OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, c4 w STRUCTURAL STEEL ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL ALL STRUCTURAL & MISCELLANEOUS STEEL A36 36 000 PSI U.N.O. TUBE STEEL: ASTM A500 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. z o w ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. V) w � GRADE B, Fy = 46.000 PSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT BLOCK - z u- WELDS; E70XX ELECTRODES STRUCTURAL BOLTS: ASTM A325 BEARING TYPE CONNECTIONS LOT/ BLOCK z O z STRUCTURAL BOLTS; ASTM A307 STRUCTURAL OLTS; ASTM A307 FOR SECONDARY DOORS &WINDOWS - a to O CONNECTIONS WHERE INDICATED, ALL BOLTS AST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE PLUMBING NOTES TBI NUMBER oSTEEL REINFORCEMENT SHOP DRAWINGS TO PROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE; PLUMBING AND MODEL ,z uw FABRICATION. HEIGHT & 5.7 SQ. FT., IN AREA, THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL oz * FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. W a � j PROVIDE MININUM OF 3" DIAMETER SCHEDULE 40 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE ALL u0 o z R407.3.GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. GRADE. Lu u z ¢ DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ELEVATION NAME U w a THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. rlj z ,,, � O PREFAE�RICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG ALL 1-4 n W w 1. BRI.)GING AND BRACING FOR PRE-ENGINEE ED 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 v tz!_ MANUFACTURER UNLESS NOTED ON THE PLANS, ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND z = 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 RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. 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 y WITH THE DESIGN LOADS. NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH o O _ 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLA ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN 1 % INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. V� o z IF THE LAYOUTS CANNOT BE MATCHED, THE TR SS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 1 8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. o z m v DESIGNER, TOLL BROTHERS, FOR FURTHER INFORMATION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE INSTALL SOFFITS PER FBCR R703.1.3 AND R616. GN1 j zp o uLL'. 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE 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). TRUSS PLATE INSTITUTE TPI LATEST EDITION. FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. ERIAL NUMBER 1010.0 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICIED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ko C.) February 8,2016 Z C-4 ~ OF F� cC ,a3 1 LU 1d' m B R 730 00 A7.18 V � 3 MANUEL GONZALEZ,AIA 64'-011 AR 96730 j 01 101.011 1351-0" 51-OFF 14'-0FF 3 Z o 11 1 1_411 51-/l11 31_011 181_011 I P A141_411 AH a h 1 .7 Y PROVIDE GAS LINE 3 -0 `r 1 Y AI AI z w 0'-0" T.O. FOR TANKLESS WATER COL. PAD GAS LINE TO ' HEATER 0'-0" T.O. � a LU m GAS COOKTOP COL. PAD (TYP OF 2) Coll C:) W J d �P: 1.? 0 U- 0 dH = -------- ----- -------------- -----J ---- _ N w Z —L L—J 01 111 L —J �{ [— S 2 LU111_p r1 > ca Lw LU d �J 13 Z0a: M o W a� Z 1 ED CIDv, O oo - f N w � � o g LU z n o a. 0 0 0 ��-�� PAVERS ON °O Lu 1z,o o ii ii �� ii STEM WALL x Lij i o - - UJ PAVERS ON - -- - -- — - - a O Uj OP LU z o STEM WALL 11 iii - W z Ime d �" o PROVIDE ELECTRICAL 6 PLUMBING -� _ (714 A � z M CHASE FOR ISLAND WALL - _ a A LU g �1u _ - ^' p &�+«rKY",..mF� 3dIH 4.....^'.:c"`.���1.. .m _—_— � a ' w s a ad Z z 10'-7" LOPE PAVERS @_ p z a 8" PER FOOT � x � � C) o SLOPE P VERS O 0 0 11 w LU � � A 1811 PER FOOT 6PF _ - - - Lq- ' - rA11 o ® w N -6 boice A7.18 U- >- 0- o 6" PLUMBING m d -7 1 WALL ce Q o o r' -� A1.N Q � ' F _— --_ -- F- ------ Di p r , T -1 aC °� ` o d DRAWN BY w L-1 w `cv z w ao S. FOX Z 01_011 7/7 - u; o Z � CHECKED BY ¢ FINISHED FLOOR " - w 1 J. PALM ii � � NOTES: � � _ � � 0o. 1 O � = 11 oo w FIN. FLOOR TO BE 18 MIN. SLOPE SLAB _ SCALE m ABOVE CROWN OF ROAD. G 00 I � �--�� 1/8" PER FOOT o , � ___, _ 22 X 34 = SCALE AS NOTED —+ N �'_lln � _��, 22'_311 o © r �� _ 11X17 = 1/2 NOTED SCALE LL- (n `n HB N ---_=----y-------- s v0 o �' � o c ., ,a;Liao .._._: ..: aam ... ..z...z.a— ,cc - m m- ��� F.. _ F F SHEET DATE 12-30-15 0 J 6" PLUMBING � N SHEET REVISION INFO fee S WALL LU:3= A1.N Typ, A1,N F- oz W ' t17 O (D I r I ;--� - co �.LU 31-1011 81_011 1-1 221.011 - Z LU WATER �' w �' SOFTENER SET REVISION INFO U.j �' r ce _JJ Uj LOOP - o d perNil ljk LLJ ,,, Z cn a i i HB SHEET DESCRIPTION w � O SLAB 411 11_411 51_411 31_011 LU ce 0 54 -0 LAYOUT oaWO ?01 101.011 � � 11 01 LU z = 0 64 -0" ED Z U w = Ln 48"x48"X4" CONC. LL; Ln zo PAD 3" ABOVE, PROJECT NAME ce GRADE 0 LUATLANTIC BEACH � V � L7 B H E RITAG E ¢ = o w A7.18 Z o W DUVAL COUNTY U) z z LOT/BLOCK 0040 TBI NUMBER 0040 � pcn obZ a[ Uj < o0 z a MODEL STONEBROOK LU � woz wi z Q ELEVATION NAME j zw r o SLAB LAYOUT STEM WALL FOUNDATION 1— CLASSIC � ' '� o SCALE: 1/411= 11.0" CLASSIC W W ,< 3: H Z ~ z NOTE FIELD VERIFY ALL GAS LINE O Z LOCATIONS PRIOR TO POURIN L Z SHEET NUMBER j pZw � G SLAB Q 0 Cow Z -j --jADDITIONAL NOTES AND SCHEDULEStz Al 18 a v o CAN BE FOUND ON SHEET A1,N w Joos CD L JERIAL NUMBER 1014.0 TO'THE BEST OF MT KNOWLEDGE,THE DESIGN DEPICTED ON TNIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.. V SLAB LAYOUT NOTES : February 8,2016 SOF FZ 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS.w 0 o m 0 2, CONSULT W/ MAN, SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS � � 3 � a J 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE ` opFRED P� 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. MANUEL GONZALEZ,AIA AR 96730 z ,L_ INDICATES DOOR OPENING o p � z O LU U) LU a00� oO a O W o LL_ � J Q O 1 W 00 M w W.W.M. PLACED IN UPPER '-4 a a p z 1/3 OF SLAB OR FIBERMESH a w El _ `z REINF, PER PLAN ? �C H w H D Q A w o � w 1i8" (MIN.) SAWCUT x 1/4 OF z = SLAB THICKNESS SEE 0 o a t7. z FOUNDATION PLAN FOR LOCATION LU pyo ♦ � � wz W Wg O > O > LU ---- - -.----A a d x - Tn Lu j O �., qj W< o a O ¢ V A � w p W Z w O A d a LU z SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 a TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, a = ;2'- z AS CONCRETE ALLOWS WITHOUT RAVELING A A U, p Q � LU O JLP _ Q wo C Ow LU O ® J U 1 SAW CUT DETAIL ce Q z SCALE:3/4" = V-0" Quo A1.N ooc„ QLU DRAWN BY U u m S. FOX N a CHECKED BY = U J. PALM a z j SCALE RECESS m ® J 1 z IN SLAB 22 X 34 = SCALE AS NOTED 4 1J " 11X17 1/2 NOTED SCALE LU Ln 0 0 0LU GARAGE SHEET DATE b DOOR o12-30-15 12-30-15 o z - / RECESS SHEET REVISION INFO �o LU m WALL PER ~ wzvi PLAN 5 ' cn0C� Z f ' w Q = N / / / LU LU LU w Q O p i vii LLo, LU SET REVISION INFOLU ' Li=- FRONT WALL OF GARAGE o ce °; z PROVIDE 11/2 D x 4" W M O 0 RECESS AT GARAGE DOOR � � wo oLU ,z„ PROVIDE 4 1/2" D x 8" W SHEET DESCRIPTION fIV) LU-a w SLAB RECESS SLAB LAYOUT H Z LU ma z BRICK PAVERS NOTES AND R.W vii' ¢ FIN. FLR. = p D ETAI LS LU ---- w { — - cl� w = Z 1 W O ce vi I PROJECT NAME O o z �� _ ATLANTIC BEACH Lij z, H E RITAG E p w LU z o w DUVAL COUNTY U) z zce LOT/BLOCK 0040 CL Z cn p TBI NUMBER 0040 z L ¢ MODEL Ln < o oc zaLySTONEBROOK � EDV-4 LU N w ELEVATION NAME 0 2 SECTION AT GARAGE DOOR �- C�pLU TRADITIONAL � ce Q w A1.� SCALE:3/4" = 1'-0.. w u i Fes- U F- a 0 zo � z LU LU z = Z SHEET NUMBER WLU Z W Z co LU ti tz AlN -1 ■ O O w Q QV1- O w J SERIAL NUMBER 1014.0 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. L j February 8,2016 z OF F( LU z B � <�rr A A7.18 �y A 3 m O O 41_011 s RFD G MANUEL GONZALEZ,AIA 10'-011 351.011 51.011 141.011 AR 96730 01 e z U_ 16" TO 12" TAPERED '1'-4'411 10 V5M_pI� 316. _011 31.711 31.011 4111.411 411 '~ o 01 COLUMN, REFER TO z o A5.2.18 FOR BOX BEAM TO PROVIDE TANKLESS ¢ U DETAILS, TYP. WATER HEATER 16 TO 12" TAPERED COLUMN � COL. WIDTH, (TYP. OF 2) REFER TO A5.2.18 0 _ TYP GAS LINE TO PLANT SHELF LEDGE FOR DETAILS LU w ~o GAS COOKTOP @ 8'-4" A.F.F. AO - - ................. .................................. _.................................................. .............._...._.................................:.................._................................. ....................................................................._................. _ cc _._............................................................................................ ................._._............................._..............._................. a m _ . ..............................................._._... ......... - .... .......................................................................... ........ _ c, 00 °Co w J ■ p O _ _b- , - APANTRY _ N _ Lv�nN VE Nt ---- aoi 2 _ BOX-OUT BEAM TO i = = GAS COOKTOP 13 _ � I I `� A = O I H m GOURMET KITCHEN _ I I COLUMN WIDTH (TYP.) o A w o 19'-2" 10'-0" CLG. 3 -411 141.6110 611 oo = a = BREAKFAST SINK W/ DISP. - DINING ROOM I IC) T r ZD N 10 -0 CLG. LU 0 1 _ — AREA I Dw I 0 ce cn i o 101_pll CLG. 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FOX POWDER -- -- N 611 U o Q _ - - M GREAT ROOM ROM __ -- - - CHECKED BY 00 10'-0" CLG. SLOP=-D CLG. - 16 TWO CAR GARAGE ,,,_ J. PALM f- LU E L/T 10 0 CLG. >; N o o; SCALE LINEN z w M 22 X 34 = SCALE AS NOTED m o J HB COSI i E o ® _ = A 14 \\�� o _ 11X17 = 1/2 NOTED SCALE LL. w U) o - SLOPED I X I o 0 %p O� I �� I w 0 0 0 0 , 3 .1 CLG. �� ��\ Q N SHEET DATE °� ZA _ _ 111.811 �_ -� 1 3 12-30-15 a o O �- 0 22" X 54" o SHEET REVISION INFO a o z �, A7.1 o ATTICLU co U z 1 M o ACCESS cn L4 Ln 0 0 ¢ W z O m °° w _ LU WATER SOFTENER Z v w v `� LOOP �� �� SET REVISION INFO Otnw ' :s:::•-:::.:.:: ::::::: ::::.-:::::::::•:::::::::::•.:•::::.::::.:::::•:::•::::•::•::•:•::•::•:::.:.:-.::::::::.::•::::.:•. -::::::.-::::::...-::::::..:::.:: ......:.:-:.:::::::.:::•::::•::::•:::.:::::::::.::::::::::::::::.:.:::•::.................:•..........._....... ............................................_................. .........................: N Q ............................ _._......................... .. :cc::-.�::::.�. :::•:.•c:•aa:•n:•:•:::::•r:::::::::.c::::•rr.:::.�.:�.:�:::s::::•::::•:.:�.�::::•:.'::::::::::::::::::::r.::a• r:::::::::::z:::•::c::::r:::::.:::::::::•::•:r.::•c:.:.:.::•:::......•....o...........:':.':.:: .......................................................................................... Q m Q LU HB A ® AO t' > �", O � z = W o z 1 N1 1 1 11 11-01111 1 11 I SHEET DESCRIPTION w o_ 1 -4 5 -0 33 -2 14'-211 25'-511 FIRST FLOOR H z W H m a z 10'-p.. 54►-0" PLAN LU w Q > O 41_011 H z = o z U ¢ 4' HIGH WALL AT SERVICE En = "' COURT. SEE DETAIL 10 ON w tn o PROJECT NAME oc cri v, v, B SHEET A5.2.18 0 UJ A7.18 ce ATLANTIC BEACH LU H E RITAG E U ChW = FIRST FLOOR P E DUVAL COUNTY F- z o w SCALE: 1/4"= V-0" CLASSIC En UJ r LOT/BLOCK 0040 �. z z TBI NUMBER 0040 00 z U a MODEL Qoz � STONEBR00K N � � W Q to wwQZ CLU ,4 wLL_ ELEVATION NAME o Z LU o f w CLASSIC i ~ z o Q Q) �; H+ "'� LU m SHEET NUMBER oz = � C:) Ln _Z o ug Coe � o w w ADDITIONAL NOTES DETAILS AND A2 , 18 z0 0 o Q U �- 0 SCHEDULES CAN BE FOUND ON SHEET A3.N J ERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGNDEPICIED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING (j CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8,2016 CD OF F4 �UdP �e < . i m a A 6 O O 3 EFRED A B MANUEL GONZALEZ,AIA AR 96730 A7.18 zw tz U- 0 I z o 381.011 , ol Ln M 3'-0" 35�.OIII LU 31.01' 12'-211 16'-311 l Ln aw. o z ' 00 00 U Fw• __j 00 Cy LU 1--1 I I LU ce � a w pwz< C C ..............._ wxm w I— 0 11 A w n �r ti - 6 . ....................... O o o z N I 6" 171-211 21 11 141.611 o L — — —I +� € ® on . O 41 oho C tp I I I er • � � I LU � � I \ _o Jwz I �o - - - - - - - - - - - - ® ' Lu o I MASTER _ x 10 ©Ln = x ED Q z _ BEDROOM o Q o N g'-o" CLG. �I BEDROOM 3 ,� i M a LU o - - - - 9'-0" CLG. ( W A A 0 LU I O � _ - - I- - - - - - - - q LU ce R- = 22 X 48" CHASE ROOF0-4 >- y- Z C> PULLDO N - c O A LU Q � "' `�' C ATTIC AC ESS `�' vvt � BELOW N N ce '.rrLADDER 'w zJ131.6111'_p1121.8111141_611 611 bo LP N � � � o 5 _ I � � 5 �_ 1 1 ' 1 It CL a o rA `� _ ROOF ELOW 1. 11 1_io" R —SH 6 -4 3 -- 7'-1011 31.011 A ---- U.Jo A7.18 — B — .51.411 A7.18 < � a I - - - - FLAT SOFFIT 14 \— --- -- O o TYP. BOTT @ _ PROVIDE GAS z w E, 81.01' A.F.F. o I I �, --- -- DRAWN BY .I.C. _, ce o - LINE FOR DRYER S. FOX 9 - I CLG. SHWER SEAT , �, < ce c.i � m c _ N.O. -:. Z o Z - - - - - - - - - &sH- 1811�LF — LOFT - - - - - - - - - - - - - - - - o :. % _ --- -- 9 -0 CLG. CHECKED BY U � ¢ MASTER ---- IN --- -- 4" HALF WALL @ l = w III I-' rA.H. - J. PALM ~o E Ln °O BATH 18 VE DRYS I' I N A I 42 A.F.F., ROUGH, ;11 W/ 1X6 CAP m SCALE ma > - - - - 9'-0" CLG. THR R00SP_�� I� �I - I -- _ © 22 X 34 - SCALE AS NOTED -� o co i i3 W' i Il_ —�I --- -- I OAK STAIRS q - - - - - - - - - - - - o �- ¢ 1.5111 11 1 ;� i i€$$.,PAC�i oo --- -- I - __----_- co I = 11X17 = 1/2 NOTED SCALE I W _ 2 4-11 1 -5g 2 III 11 � co -__ _'J R 7 s _ ROOF BELOW O o ;� a, - 11 CLG. °° G 7 .10 = 51-411 ' , L.T. 5'� M 1 I DN 31_ 11 - - - - - - - - - - - - - SHEET DATE LU K/S FLAT HEADER, TOP 12-30-15 0 o _ ----- ------------ = AT 81.411 A.F.F. SHEET REVISION INFO a TEMPEREDGLASS----/ ----� - - w >- `Y' :: ENCL. ON 4811 H. 00 O 10"X10" AIR > - HALF WALL 14'-10" M 5 161.211 C JUMPER 1 u o 0 TEMPERED GLASS �,, 6" HALF WALL @ 42" A.F.F., a v3 z ENCL. ON 4" 15 ROUGH, W/ 1X8 CAP m m _ RAISED CURB _ R &SH 14 LINEN o J N PROVIDE DRIP R& SH "' Z w U PAN UNDER L.T. 4 13 1 .1 SET REVISION INFO L (n LU BEDROOM 4 .4 31-811 5 i m - - - - 9'-0" CLG. ^ 14 I� 11.611 21.9110 11_71 1�_51111_511 - - - - - - - - - o > © W. .C. �� - 11.311 I _. � � o = 91-011 CLG.J� 11.311 o : ........................:.........:..................:........................... ......... SHEET DESCRIPTION :.:.:..:.:: .......::::::.::::::::.:.:.:.:.:.:::::::.-:.::::::::::: :::::......,.......................................................................................................................... .......... Mw0ZO _............ ......._........... .......... - - - � zW � BATH2 SECOND FLOOR I m a Z 9'-0° CLG. PLAN vi¢ 3'-2" 24'-5" w J z w J Q 3'-0" 32'-0" cl-cc w = Z PROJECT NAME LU vi 38"_011 z ATLANTIC BEACH Oa �, w � =5a H E RITAG E z o W rB DUVAL COUNTY LU ce LOT/BLOCK 0040 1-1 x O zzz � A7.18 C:> TBI NUMBER 0040 co oho If! MODEL 1.0 M o � SECOND FLOOR PLAN f i �' z a > SCALE: 1/411= V-10" CLASSIC z � z STONEBROOK w w z C> w U Z Q N zc� � 0 ELEVATION NAME C6 ce W W CLASSIC it Q w � ~ zo � � � z w m Z SHEET NUMBER w 0zz � c cn �15 � � Q o L p V ADDITIONAL NOTES DETAILS AND A3 , 18 . 00 � o a v F- oJ SCHEDULES CAN BE FOUND ON SHEET AM ERIAL NUMBER 1014.0 I TO-NE BBT OF W KNOWIEDGE,'ME DESIGN DEPICTED ON-NIS DOOR TAG DRAWING COMPLIES THEAPPLICABLE PN BUILDING CODE[N EFFEC7 SOFE OF CEfiTDCATION BELOW.DOOR SCHEDULE February 8,CALL-OUT m cv OF F4 TYPE SIZE REMARKS r ; LU ,-, k 1 THERMA-TRU INSULATED 3'-0"x81-0" W/(2) 12" SIDELITES / TEMP ' 6 °C °° ENTRY DOOR ��'�_/` 0 2 O.H. METAL GARAGE DOOR 16'-0"x81-0" FD G 0 3 HOLLOW CORE WOOD DOOR 1'-6'Ix6'-8" MANUEL GONZALEZ,AIA AR 96730 c.� 4 HOLLOW CORE WOOD DOOR 2'-4''x6'-8" 0 o o0 Z 5 HOLLOW CORE WOOD DOOR 21-81'x6'-8" o z � cn 6 NOT USED o _ " 7 FRENCH DOOR (2) 2'-611x8'-0" EXTERIOR / TEMPERED LU cn �' o ! 8 HOLLOW CORE WOOD DOOR 2'-8"x8'-O' tom, � o 0 9 FRENCH DOOR (2) 300 '-0"x81-0" EXPERIOR / TEMPERED d w I- 51- M 0 10 BI-PASS DOOR 5'_0''x6'-8" a w = ¢ 1 DOOR 2'-8"x8'-0" SOLID WOOD NOT LESS THAN 13/8" THICK W/ H v o W o 0 P E I N G D I N N DOOM I'I l i SELF-CLOSING HARDWARE/OR 20 MINUTE FIRE RATED O A 3.LU N SCALE 1/4 -1 0 ALL w o z m: � 12 FRENCH DOOR 2'-8"x81-0" EXTERIOR/ TEMPERED v� o w � 0 13 HOLLOW CORE WOOD DOOR 2'-4"x6'-8" • o cn " tp w z 14 HOLLOW CORE WOOD DOOR 2'-6"x6'-8" ,..., 0 0 0 15 BI-PASS DOOR 4'-0"x61-8" x cn o a Z LU < 0 16 HOLLOW CORE WOOD DOOR 2'-6"x81-0" a A 0 LUz 17 FRENCH DOOR 3'-0"x6'-8" EXTERIOR / ATEMPERED;Fc z w ;: 0- z 18 GLASS SHOWER DOOR 2'-0"x6'-0" TEMPERED <C a A114 Sa2 Fm >z- Fm W WINDOW TAG WINDOW SCHEDULE CLA. x ° A ¢ �_ WINDOW CALL-OUT oo � a z TYPE SIZE REMARKS N O o A SINGLE HUNG 26 36"x75" VINYL / LOW E / EGRESS 0L Uj 0 B _j B SINGLE HUNG H34 25 1/2"x49 5/8" VINYL / LOW E / TEMP U icem w0 z C SINGLE HUNG 25 36''x62" VINYL/ LOW E / EGRESS ce z p w D SINGLE HUNG 26 (2) 36"x75" VINYL / LOW E / EGRESS DRAWN BY ce cj LU E FIXED GLASS 24"x24" VINYL/ LOW E i TEMP FOX S. LL_ m i z � z F SINGLE HUNG 3453 40"x62" VINYL/ LOW E CHECKED BY w < G FIXED GLASS 24"x40" VINYL/ LOW E 1. PALM LU o > cef H FIXED GLASS 24"x24 VINYL / LOW E / BLACKED OUT SCALE m o J 22 X 34 = SCALE AS NOTED o = INSULATION SCHEDULE 11x17 = 1/2 NOTED SCALE U � � O0 tcne LOCATION TYPE R-VALUE U.N.O SHEET DATE J ce b CEILING @ LIVING AREA FIBERGLASS 38 12-30-15 o o� EXTERIOR WD. FRAME WALLS FIBERGLASS 19 ce- �- SHEET REVISION INFO O z WALLS TO LIVING AREA FIBERGLASS 11 zm � zLU o AREA CALCULATIONS: CLASSIC ¢ 1ST FLR A/C LIVING AREA: 11231 SQ. FT. m c w 2ND FLR A/C LIVING AREA: 1,307 SQ. FT. o J � `rd TOTAL A/C LIVING AREA: 2,538 SQ. FT. LU ¢ on � � w � COVERED ENTRY: 100 SQ. FT. SET REVISION INFO °w z V GARAGELU D LANAI: 179 SQ. FT. 571 SQ. FT, ¢ aim TOTAL: 3,388 SQ. FT. z 0 0 � gwcn SHEET DESCRIPTION w W o W FLOOR PLANS H Z H m a z NOTES, DETAILS 0 W N Q AND SCHEDULES Uj J Q W = w cn p PROJECT NAME j ce ATLANTIC BEACH Dow � U= � w HERITAGE 1V) wi= o W DUVAL COUNTY Uzi d LOT/BLOCK 0040 2 z0z z Ln zTBI NUMBER 0040 OM v z w o ¢ MODEL `rozce Imo— a LU STONEBROOK k0 LU Ld Z s Wu—z< LU U ELEVATION NAME I z0 cl � o w ALL cnaw Qw � z = � 0 z � Wm Z SHEET NUMBER 0 Z LULU LU Q I z LU U tz A3 , N Jz _jLU� JOOu- E JSERIAL NUMBER 1014,0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS NOTES: DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFCCIFeb AS OF DATuary OF 60 I TION BELOW. N PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY OF FL INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS o F ROOF NOTED OTHERWISE. TOP o 0 00 ? m - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH �`^ 6 0 0 6 ROOFING PER ELEVATION. CONTRACT, TYP. "CORAL-LIGHT" OR EQUAL PRE-FINISHED 4 MAlvueL Go1vzALez,AIA AR 96730 TYP. 5.2.18 2 - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. Z 5.2.18 U.N.O. z z - PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM `t HEEL HT. _ FACTORY INC. OR EQUAL AND INSTALLED AS PER MANUFACTURER SPECS. zo (n = z PLT. HT.w Joe '4" - _ - ,__ �' - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST z C° o TYP. _ ,,� -°� INTO THE UNDERSIDE OF THE OPENING. �. o w J Q LL r _ 00 (V 00 w 4" TRIM @CORNERS � � w � M ,� cn , , METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO `-a a o z z (TYP.) ; BE FAUX WROUGHT IRON ALUMINUM. 9a b y j `4 = 5.2.18 - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY p A w F, p w = _ - 1:1 ^[ 'l i MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. W o oo = a0 c? 5.2.18 - ;- i -- - _ = - -- o o rn =Lu w r- - ' _ FLASHING - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE ® 00 N o Ice z o = = 2ND FIN. FLR. '' ` WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND SUB CONTRACTOR / MANUFACTURER AND THE ARCHITECT/DESIGNER IN o 0 MIS - - - - - — - - o w o m o HEEL HT. - - - - - - APPROVED PRIOR INSTALLATION. - - - - - - - - PLT. HT. - - - - - - - - - - - - - - - - - - � � Luper J J - TO 0 LU ¢ Z N , ----- - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH O a o _. __._._..._T _ � LIGHTS WITH TOLL BROTHERS P.M. a Q v1 �_._ - 1 A z I , (n rn I i _ o o ADDITIONAL ELEVATION NOTES : a Z w o - o0 o i 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL x 1E o P4 I _ (( �' 0 0 0 °O I ; 2 - ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS A-, ® O10 I _ ¢ bo 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN �'LLj LL. N ~ � ' ADDITIONAL 1/2" DROP Q 0'-0" FIN. FLOOR _ - - - - - _ O a LU m V d ..- I, Lu Lu O ,. Q — — QQP-- DRAWN BY � TRASH BIN 1 1 ENCLOSURE S. FOX ? Z p 5.2.18 A7.18 Q CHECKED BY Joe Ln UJ ce LU J. PALM z � FRONT ELEVATION SCALE `z SCALE 1/4 "=1'-0" CLASSIC 22 X 34 = SCALE AS NOTED J p 0 0 = 11X17 = 1/2 NOTED SCALE "- cwn "' oo J o SHEET DATE ce (A 12-30-15 o SHEET REVISION INFO a ROOFING PER = m CONTRACT, TYP. F- oLn Lu Z ui PLATE HT. @ DORMER € mmw J 2 Z = o ,� 5.2.18 SET REVISION INFO C) (n _j � Lu HEEL HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - i ; ¢ aim PLT. - - - - - - - - - - - - - _ C7 oc w z -_ 1 —[ (J 1_ _i L 1 _ _ _ z o o ; i � LL o LL w Z _ _ (�I L�._U iL.j_l ( j �_ ' �I ;_1 SHEET DESCRIPTION Lu o z _111L_I I ; �J L i.WI,_; IJ_ ; .I _�l L l_� __ I ' '_�_ I_I__L _m I ! I z w i.� I _� TI ...�. !.. ;'�_ ..,. . �.� ��- �_ ': ,' ? ! �..I I __ .,_._ ! I 1 1 1I i 4" CORNER FRONT & SIDE - - ..�- i . ..... .,,..L-_ U ._ _�I �- o I !�'- _�L._._ �l! I L� ? _ I I 11. �� ' I I. TRIM TYP. m9a,b , , �� ,� p < w p � __ � �I !.�I�I._._��LI ._� I __ I-__ � L LIL[ _i_ � ELEVATIONS AND Fw- vi¢ V 5.2.18 ':_- I ' 1 [ I _. ` ��_, _ LU I�_-__lU! I-I� _ 1 _v� __ �. �_IJ�_ I (-L.. I wcza � z 11 � ( � Ii �1i [ FLASHING _ NOTES (�,, ( ( ] to I �. i �I_ €..-��__,,.�. -- I. L _�_� .1 Ii �I € ,, z Z 2ND FIN. FLR. �I — �' i i � I I; E F [ € E I l --- -- o - �...,_ � �h _� _� _ _ _� ��._ _ __I_ I� J.�Ll - i - - - - - - - - - - - - PROJECT NAME oc cn cn HEEL HT. �_ I _ .3 I ' I I _ E v� ,� Mlv - - - - - - - - - - - I _� � _. J _� C�Ui tC:Z� � _ - HEEL HT. c>c ,'� Z Z LT - - - Hr. ATLANTIC BEACH _ I _ oo � o -- -= u u _ __ w_ --- _ W 2 ---------- {-- ----� ---- -- HERITAGE p w I --------- I F - I to w _. v LL. DUVAL COUNTY Z o ___- ._. __ _ _. __ , = LOT/BLOCK 0040 Z O Z LL � __ �___..._ - � ----i n Z o Z o `----- i - �. _._._ ..__-- -- c:) o TBI NUMBER 0040 G- cn .-L O 00 = I---- -- Op - Q Z o +-� I _ 1 t _, . CD 0 1 I I 1 00 _. _L I __ _ _ .__.......... .......... - co I MODEL 'Q p Lu STONEBROOK Lu � woZ __ _ __ _ ____ ___ ____ - ___-_ - o' o" FIN. FLOOR PROVIDE RIDGE VENTS TOLL� u- 0 0 FIN. FLOOR _ �� - .-._ -__ .�__ _ _ _--��� --- _ _._,_._-_ ___. , ELEVATION NAME - - o P.M. TO VERIFY LOCATIONS. Lu a _ Ilea Z = Z L C2 7 1 6 5 1 7 1 ASPHALT SHINGLE ROOFING z y o Q SHEET NUMBER oz � � 5.2.18 5.2.18 5.2.18 5.2.18 TYP. OF2 En 5.2.18 A7.18 A7.18 _ a VHF_- � C. w � � o w � w RIGHT ELEVATION ADDITIONAL (VOTES AND SCHEDULES CAN BE ,..., z J Lam.+ E A5 , 18 � o o U- SCALE 1/4 "=1'-0" CLASSIC < F- oFOUND ON SHEET A5.2. 18 0 J ERIAL NUMBER 1014.0 TO THE BEST'OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS - DRAWING COMPLIES WITH THE APPLICABLE MINIMUM ELUDING cDOE IN EFFEa bru a ry 8,20 6 noN BELOW. Z CD ROOFING PER OF � r� LU CONTRACT, TYP co _ A F- cC 6 I L_ � m 2 I � � -� aF O OO 5.2.18 T-4.. RED H MANUEL GONZALEZ,AIA - -PLT. HT. @ I AR 96730 DORMER / z LL. - - - - � 3:12 ;\IG � � 4:12 zEl Z O LM _ Q ._•, N U) _ HEEL HT. L.� ----------------- rLiJ Lu � F- PLT. HT. � - - - - - - - - - - - - - - - - — I _ r z m �Ln 7 . 11 411 —� I --- ---------------- COO ® C L O wFF -�-� - 00 oo M W d I 6 L----------------- 0 z I. ; 5.2.18 W w = co ¢ LU O I` °�-- w `j w I p 0 41� TRIM @00 o z x F- _ ----- ------- Q z FLASHING CORNERS (TYP.) ,�, iE� r� I tp c $ US z _ 2ND FIN. FLR. _ 2> o M civ HEEL HGT. 1Im PLI GT i F- z O - ---- - - - - - - - - - �_�, - ------------------------- ------- -I -------------------------- 0 w �sO _- L a N w p W A 1p� LU A moa 5 A > w � Z1.4 LU 1 = Qw - - n. ~ oC '� ROOF SLOPE PLAN SLOPE . 5 . 12 U . N .O . a O p _ A . _ �p Fw- z a i ; SCALE 1/8 "-1'-0" CLASSIC ® �" N a w OI.OI� FIN. FLOOR O 0 � U I c/) LE LU G� I I ROOF VENT CALCULATION : a � a o z - w DRAWN BY Cie t76 2,081 sq. ft. CEILING AREA = 6.94 sq. ft. (REQUIRED) S. FOX 300 A7.18 5.2.18 5.2.18 CHECKED BY W 4 ]. PALM UJ_ NOTE: FBCR 806.2 EXC. 2• PERMIT S ROOF VENTILATING AREA TO BE � z w CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION SCALE REAR EEVAT 0 m Q > IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN T-0" OF THE RIDGE OR 22 X 34 = SCALE AS NOTED J o ¢ SCALE 1/4 "=1'-0" CLASSIC HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE E 11X17 = 1/2 NOTED SCALE c=n BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. Ln SHEET DATE w ROOFING PER 12-30-15 a. p O 6 CONTRACT, TYP. SHEET REVISION INFO Boz 5.2.18 l LU co Z v co PLT. HT. @DORMER z _ - < (n 1:101 - mLU m °° w � J c� 2 d � Z '� 5.2.18 { LL, SET REVISION INFO C:) cn Q _ - - - - - - - - - - - - - - - - - - - - - - - - - - - HEEL HT. wz U F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �L Q � cn � z - - - - - - ce dzU � 4 TRIM v w z I '' [ i I SHEET DESCRIPTION W cn I —1 L� �� � L _. _; LLLIL w w p Z CORNERS TYP.) - _ J- �, - �� - �__. �_ � 3 . _. i .. C " I 1 L , , E 1._. L 'I__ REAR, SIDE a FLASHING I ��,.�_ ��_� �_ _.. _ I .� L , ; {7 z p ac o ! '_J� , _ . _ ELEVATIONS & LU- > I I [ I. - i � � z z = o �__ _���_� _�, _ � �L�_� I Iii_ � _ �__a_ � � ��_� _ ;L!1 11 Lia- 5 -- -- , ROOF SLOPE PLAN W Q _� I _�I� �..� __�_�i_ �. _�€.�.�_; �_�! I_�__� � ��_ _� _�!� I _ _ w a ��. I€ J _�_I _L I C.. F LL.__�I I II__.L� , I 1 1 J! ..�L Ij.� , 5 2 18 L I L-`_ 1 _._F J on ; ' I _ I � 1 �� � (� -L�I �_.�_i_ IL- ��- ���� 1 - - - - - - - - - - - - - j - - - - - - 2ND FIN. FLR. MIS MIS PROJECT NAME � cn HEEL HT. _ - - - - _ _ HEEL HT. ,.y - ; i __ __ ATLANTIC BEACH oz PLT. HT. _ ocz _ __-_....____.-. �-_-- ___ ___ __ _.,. �.._- ....__.._ __ _____ - _ _ _ _ PLT. HT. z ---- _ - _ _._.. - _ :____ ----_ _._... ___- �.._. _---____ __ - W = I _ _ _ _.... _ -_ _ __. __ PLT. HT. 1714 HERITAGE j p w I — __._ _ __ ....._... _- p LL. w __.__ ___ _ _. _ _ _ _ DUVAL COUNTY 0 T LOT/BLOCK 0040 ZZ - I - - _ —---- __ _._ - _ _ _.. _..__----- _-r_� _.._ � ._.._ _ .._.. � - o �o I ,� Z Z o i i i _ _ o Z 0 I I TBI NUMBER 0040 a p Q - .� O� Z w w ¢ I I _._._,. - — _ _.. . .. __ — t �...... 9 a,b MODEL 0 C!1 � I I I 7 STONEBROOK L!% u, , � _ ___-- __. _ _._ __._ 5.2.18 z W '--' )' _._._.- �...... - ---- _— 0 --- - - I- _ _ _. w U- z a OI.OI� FIN. FLOOR -- -- - _ �... r_ 0 0 FIN. FLOOR ELEVATION NAME UJ _ ___ _ --_ ____ __.__. ___ _ ___ _--_.._ __._ ___._ —_ _. �_-__. '- " PROVIDE RIDGE VENTS, TOLL BROTHERS z ,�-'„ � O �.. w .� P.M. TO VERIFY LOCATIONS. CLASSIC Q ..� �--� !=� ~W 1 6 10 A/C 1 � cn ENCLOSURE ASPHALT W � d � A7.18 S ALT S H-I N G LE ROOFING z SHEET NUMBER UJ 5.2.18 5.2.18 5.2.18 p d H rLn Q a Uj in z m V O ADDITIONAL NOTES AND SCHEDULES CAN BE ai r-, Z J --it A 511 , 18 Q o 0 o SCALE 1/4 =1 -o cLAsslc FOUND ON SHEET A5.2. 18 LU J ERIAL NUMBER= 1014.0 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING (j February 8,2016 Z CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. CD SHEATHING "' INSULATION AS of Ft REQUIRED @�z WATER-RESISTIVE �� < BARRIER ' : xo m STUD CI. J 3 �. O O F JOINT FLASHING ROOFING PER CONTRACT, ON k FREp ' AS REQUIRED (2) 7/16" SHEATHING s 1'"2" MANUEL GONZALEZ,AIA 2X4 SUBFASCIA AR 96730 - _ 2X6 W/ 2 ROUND VENT @ 24" O.C. - '� NAIL PER 2X4 OUTLOOKER z ,._ MANUFACTURER 3/8 CEMENTITIOUS SOFFIT ' O ' ' ' " SPECIFICATIONS 2X4 2X4 LEDGER V a o �� METAL DRIP METAL DRIP-� f 3 L - � LAP SIDING = 1"x6" FASCIA - zV w o r 1X4 FASCIA < - W � F- TRUSS LAYOUT (U E LU O � o � CONCRETE 1'-4" - 1X6 TRIM BOARD 13 a cc 2X6 RAFTER TAIL @ 24 O.C. WALL PER _ BY ENGINEER ° a..cc PLAN 1'-4" � cn ® , O W SIDING PER ELEVATION 11 VERHAN 3z w M w � p � .• � , �� 2X RAFTER TAILS N w �' p ry SIDING @ 24" O.C. ��� ��� pJLe Fq _ SIDING PER ELEVATION �'� Ah OVE11-011 RHANG WALL PER PLAN 1.. ioz 3� Fa H w O / , I ,, ; 4 TRIM @11-211A H 0 W �� CORNERS (TYP.) w 10 O x STARTER �~ z STRIP5 00 Oui - c J W Z > wH [Lo FLASHING DETAIL OrA w Q op rl P SIDING G DETAIL EVE DETAl 3 SAVE DETAIL (::�::�)BRACKET DETAIL W A 1U o SCALE NTS =1 -0 SCALE 1 2"=1'-0" "_ z �+ wU ¢ 5.2.18 5.2.18 / 5.2.18 SCALE 1/2 1 0 5.2.18 SCALE 3/4"=l'-O" A d d � 1.4 a � a 1x6 TRIM @ , = Q W HEAD x O a o t- ® O 0 0 p 1x4 TRIM @ W a" "- N CASING a w Ll C) 1X6 1X6 af O HEAD HEAD w O J - _ U SIDING PER ELEVATION 1X4 ��� CASINGLr) x Ln CASING _ , 3: Ilk Q cy a FLASHING p 0 O Gi FLASHING LU 2nd FIN. FLR. 2: DRAWN BY Q 1X2CAP O 2'-6" • ceUj - _ o� `_ = z S. FOX Z LL- co O FIN. FLR_ a �N J c ' w x QCHECKEDBY FLOOR 1 X 2 CAP = `�' a J, PALM = W SYSTEM x a 1 X 6 TRIM 1 X 6 TRIM Ln oC A5° � 1 SCALE zW 1 X MOCKING 1-X BLOCKING O CAULK 5/4 SILL 5/4 SILL Z " 22 X 34 = SCALE AS NOTED 0Ln 011X1r 7 _ NEEDED SHAKE SIDING 11X17 = 1/2 NOTED SCALE O p 1X6 - _ 1X6 SIZED TO MATCH d p APRON. APRON " SHEET DATE oc cn �- HALF WINDOW WIDTH o3 -011I 5/4 X SILL 12-30-15 o z 1x6 APRON ' SHEET REVISION INFO _ O ~ aU 5 T 6 W DT T (�HUTTER„DETA L 205 BRACKET DETAIL Z 5.2.18 SCALE 1"=1'-0" �21SCALE 1/2"=l'-O" SCALE 1/2 -1 -0 SCALE 1/2"=l'-O" mmW � �21 5.2.18 J � LU Q o E I Ul w Uj u s ' SET REVISION INFO i O LUV) (� F=- 12.2 j Q � t ) >_ 5.3,18 Zce_ > z O I! 3: U) W Z 1"x4"TRIM LU w SHEET DESCRIPTION LU w z0 EXTERIOR x U w 9b l u , } � LLJ� Q .z.i o � 4"x4" WOOD a. 31 POST O a w 0 m � z 1„ ELEVATIONS LU . > 0 w (Z7 J Z - - - I� - - 3' 6" _J INT. EXT. DETAILS Q 9b 9a LU o z 1 5.2.18 PROJECT NAME c vi .32 4'-5" 2 Lce ATLANTIC BEACH w z z 25o 250 H E RITAG E g e.z.ia 5 110 � U � o w (12. 1 SERVICE CENTER DETAILU_ wDUVAL COUNTY M p w L — — L L L SCALE 1 1/2"=1'-0" E I '-' W x O PLAN VIEW 12.1 5.2.1$ (n Z ~ U_ SIDE VIEW FRONT VIEW LOT/BLOCK 0040 Z Z 12.1 LAP 31DING A5.3.18 LAP SIDING z O Z A5.3.18 TBI NUMBER 0040 U A a In O 4 TR M 4x4 4 TRIM 3 POST SHINGLE M o � � SIDING � � � MODEL � zF , F�- aWQ 2..x4.. LU r 3'o^ 9" o o - 1/2" SHEATHING STO N E B R00 K LU U_ Z Q - b Fn - - - o F� o c� LL, w ❑ z W O � ELEVATION NAME � 4x4 POST I I , CD LU � w SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW = 4"x _ CAP ABOVE. W CLASSIC < o POS o 4"TRIM ~ zo 9a 9b 0 Z 4"TRIM L 2"x4 I L O A Z SHEET NUMBER c� r 3 �� wA B n �Z w � d to x cn SIDE VIEWS ' Z I, LU TR L D T 10 VI ECENTER DETAIL 12.2 SERVICE CENTER DETAIL a 0 w m W Z _1 SCALE 1/2"=1'-0" S ALE 3/8"=1'-0" SCALE 1 1/2"=1'-0" 0 1 8 5,2.1$ 5.2.18 Q0 � o �21W J ERIAL NUMBER 1014.0 i RADIANT BARRIER TO AWINGHE COMPLIES O Wrr.EDG APPLI DEIGN DEPICNIMUMED IL THIS DRAWING NEFFECT WITH THEE OF CERTIFICATION MINIMUM BUILDING t; CODE[N EFFECT b rDU d ry S2016 TION BELOW. z N OF F( UJ t�°t F_ PRE-ENGINEERED -' (2) 2x10 c� TRUSSES DESIGNED BY �,�'---- cc m TRUSS MANUFACTURER 1x12 TRIM REFER TO SHEET Al FOR � .. v � INSULATION SCHEDULE � 1x2 TRIM _ Z MANUEL GONZALEZ,AIA 1x4 FASCIA �? AR 96730 2x6 RAFTER `L i II z 1 / COVE Q cn PRE-ENGINEERED FLOOR OVERHANG z N W TRUSSES DESIGNED BY ® ® o w o TRUSS MANUFACTURER LOFT Win] F911 .I.C. W.I.C. MASTER 50) z BATH 11-411 4 vi � a, O —� h o W W J o oo tV W v ., H UJ = `_ O A m Lu 5 W -� PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY TRUSS MANUFACTURER �''�-� %" HALF ROUND U w o - 211 o 4 � z _ L-_ 1x4 TRIM w ' o cn - - - - -_j Lu owl w O x :r„ wQ � ( a o O ------------- < W Z A I Lu0� LuA a A w � o _ COVERED,.... FOYER G REAT ROOM a _ C 00 COVERED o ,� EITRY LANAILU 0 x O z a ,o W J 0 = o _ 0 _I o J PAVERS •v , PAVERS ' c� � °�° LuoN z a Q � 1 DRAWN BY W COLUMN DETAIL s. Fox � U— SCALE 3/4 =1 -0 o z A7.1H CHECKED BY = w ]. PALM z W rA B U L D I NSECTIONce _ SCALE oA7, 1$ SCALE 1/4 "=1'-0" CLASSIC 22 X 34 = SCALE AS NOTED a � _ STAIR RAILING AND11X17 - 1/2 NOTED SCALE � � LuL GUARD RAILING NOTE r SHEET DATE oc 12-30-15 UJ RADIANT BARRIER STAIR RAILING AND STAIR GUARD RAILING SHEET REVISION INFO o z SHALL BE CONSTRUCTED TO WITHSTAND A = m PRE-ENGINEERED CONCENTRATED LOAD OF 200 POUNDS APPLIED F- o TRUSSES DESIGNED BY o u p TRUSS MANUFACTURER AT ANY POINT ALONG THE RAIL IN ANY REFER TO SHEET A DIRECTION. IT MUST ALSO WITHSTAND A Lu Lu FOR INSULATION UNIFORM LOAD, NOT CONCURRENTLY WITH THE J L I J SCHEDULE CONCENTRATED LOAD OF 50 POUNDS PER u < 0 In wuj LINEAR FOOT APPLIED ALONG THE RAIL IN ANY STAIRS NOTE: SET REVISION INFO O Ln J = DIRECTION. INTERMEDIATE RAILS AND POSTS 18 RISERS @ 7 5/8 "' z 16 TREADS @ 10" (IN-FILL) SHALL WITHSTAND A HORIZONTAL w w m LOAD OF 200 POUNDS APPLIED AGAINST ANY 1 LANDING z o ONES SQUARE FOOT AREA NOT CONCURRENTLY * ' O o Q � ACTUAL STAIR RISER � ¢� z _ WITH OTHER LOADS. TO BE VERIFIED BY Q w ® CONTRACTOR IN FIELD SHEET DESCRIPTION tnwpz (D w C:) MASTER Z E BEDROOM W.I.C. LAUNDRY HALL W.I.C. BUILDING p GDwaz Wa =, O & STAIR zz = Q j w � J � SECTIONS ce w = TOP OF 2ND FLR. a Q z PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY TRUSS MANUFACTURER - �„ ,cn o ---- i - PROJECT NAME 0 � � � ATLANTIC BEACH a o z --� _____� owz ,l, „� i � ti o � ,, �---____� HERITAGE TOP OF LANDING. Lu c` _ PLANT SHELF LEDGE 5_ W z. o w J_� DUVAL COUNTY Ln z z 2x WD. TREADS i [ j LOT/BLOCK 0040 o GOURME GREAT ROOM TBI NUMBER 0040 O to ANTR � (NOMINAL) TYPICAL �� E i z z KITCHEN �__j 1/2 PLYWD [ 20-r o �_� 2x12 WD. MODEL Qo � OFI s W Q CARRIAGE _ STONEBR00K z Lu s- j (3 REQ'D.) w w Q z �I ._._ WD. NAILER f I � � ------ — _ � - _- - - --s _ TT_ r.,_ _- - - -_ ---. --- OSI G i Lu U z Q —.- r. �.�- _�_ - ���_ FINISH FLOOR w - _ �" _- _ ELEVATION NAME ,,, o _ THRUST 00 w BLOCK €W Q w CABINETS AND PLIANCES CLASSIC x ARE FOR REFER NCE ONLY o . .- � ,z I � � ,� ce m Z SHEET NUMBER z w ~ c STAIR SECTION �t B BUILDING SECTION _ Lu I L. SCALE 1/4 "=1'-0-- z m LU A7. 18 SCALE 1/4 =1 -0 CLASSIC A7. 18 ALL A7 . 18 ,L Jz � w J o O w Q V F- O PERIAL NUMBER 1014.0 i I i TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ' CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 8,2016 �p FLn �-�� ill @J . o f m f O OO MANUEL GONZALEZ,AIA AR 96730 o G1 Z z .cn z w o � _j_ LU � a � _ - ocw m O W00 cqM W im� � � L.UQ LU H w ® A LTJ \.�/ W o a BREAKFAST DINING _ ® � � o ROOtp M $ LU AREA KITCHEN 0 > 0 Luo LU < p a w � `_' w A a . . LU azo Z COVERED LU z LANAI ¢ A W w o COVERED a a x �- �- ENTRY _ A ¢ "-' _ T FOYER x a o oo � LU LL J - N J O -4 OLU a _ U ,.., - = = - GREAT ROOM _ - - - ------------. _ - --- Lu tn a ce --- c� oc,n ! i' Q LU -1` DRAWN BY . ce � w POWDER U U_ S. FOX V�o z - -_ - RM. CHECKED BY � Q _ „ ® - J. PALM CL SCALE I m a LU 22 X 34 = SCALE AS NOTED o = \ 11X17 = 1/2 NOTED SCALE o SHEET DATE 12-30-15 oz SHEET REVISION INFO = m o TWO-CAR GARAGE z (n0 < En LU LU Q �. _. .. ____ ...___.._.___ �._ f cxn w vii F SET REVISION INFO Otn _j = LU z _ Q � U) zo > z cnw0 � ow z SHEET DESCRIPTION w cn tn0Wo z U ; FIRST FLOOR Qjce DIFFUSER oawo zzzo LU ' " LAYOUT Zn < < tn c w x z o PROJECT NAME ce 0 L ATLANTIC BEACH w = o HERITAGE a � nW � FIS FLOOR DIFFUSER LAYOUT DUVAL. COUNTY zo � w P ice SCALE: 1/4 1'-0" CLASSIC � z U_ LOT/BLOCK 0040 ` � CL z Ln O z TBI NUMBER 0040 Z I 6 ¢ � MODEL Ln 0 ce � W > STONEBROOK ;aLU WUj oz 0 w w o ELEVATION NAME co g a Z2 o DIFFUSER LEGEND F- CLASSIC O (n cG w Q ul . LL- x i Z ~ zO ® � � L� � w SUPPLY ® RETURN ® EXHAUST FAN 0 z ce SHEET NUMBER c vi0 � � o L V tz __j 0 U_ Q Q U O a J ERIAL NUMBER 1014.0 I i TO THE BEST OF MY KNOWLEDGE,7HE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING - CODE IN EFW S OF DATE y OF CEE 16CATION BELOW. ruaO cv OF F, LU P� r H 673 m17 00 ED MANUEL GONZALEZ,AIA AR 96730 Z LL •-- p p z z o Q F--L Z (En W Lu ceo w o - - - - - - - - - - - - -�- EL —I I— oW � tn 00 0 — — --I W N M w o ' o w o =uja I w g M z BEDROOM 3 Cn o w o I MASTER " s W z ► BEDROOMtp pq wLu ¢ z o f' 0� Lu -- - -- z W Lt) I A d 00 Lu I a A w Lu Ce � a � I a x ; = zw --, o ---- ---- I x o o -- -- I LuIffo J I o `t I , VV.I.C. - ------ LOFT -_ Al m - - - - - - - - w O - - z QVO p C', c„ A.H.U.' z w ® IN ATTIC - DRAWN BY ce- V ti - L-{ W z p MASTER s. Fox o z _- __- __ - _ CHECKED BY c LAUNDRY oWc a BATH f_ ROOF BELOW ]. PALM = uj Lu Z W :I SCALE o ---------------------- -I-- 22 X 34 = SCALE AS NOTED o F- _ - _ ---------------------- ---------------- 11X17 = 1/2 NOTED SCALE Lu (n O Ln 0 10"X10" AIR SHEET DATE v W Z b JUMPER I 12-30-15 a. p - oco z I SHEET REVISION INFO uj uj o _ BEDROOM 2 p tn Lu Ln �4 � � � o � o W,I.C.Lu BATH 2 WLu i - SET REVISION INFO O Ln e-¢� ''-' wzU � - - - - - - - - - - - - - - - - - Ln >- < - - — — — — — — c� Ce w HooLn0 d zU = p ,z SHEET DESCRIPTION Ln Z SECOND FLOOR m � ao DIFFUSER � z � -ao W LAYOUT zz = � J Q Ce w Q W o N zo PROJECT NAME 0 � L� W ATLANTIC BEACH Cieuj in z H E RITAG E Lu Ln Lu u- LnC) Lu SECOND FLOOR DIFFUSER LAYOUT �uvaLcouNT�r Lu � SCALE: 1/4"= V-0" LASSIC z zo LOT/BLOCK 0040 z0 In TBI NUMBER 0040 C) p z z LU o MODEL ON L� a d cn Jaz STONEBROOK W z wpZ _. (D � wL z w 0 ELEVATION NAME W DIFFUSER LEGEND �- ,w W � Lu CLASSIC Slj H U F zo ® SUPPLY � RETURN � EXHAUST FAN � w m SHEET NUMBER � ® dz � ate, Lij w m Lu ® zr- -1 P-1 M2 , 18 z J . 00 � tz 1 U F- O ,J ERIAL NUMBER 1014,0 ELECTRICAL SYMBOLS LEGEND TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED IID THIS DRAWING COMES WITH 711E APPLICABLE MINIMUM]WILDING CODE IN EFF OF ay F CAIOb $O6N BELOW. SINGLE RECEPTACLE � OF F4'- DUPLEX 4 DUPLEX RECEPTACLE LU p 4 � � ® 240V RECEPTACLE oo SWITCHED RECEPTACLE67 c<+0#< a A 0 0 QUADRAPLEX RECEPTACLE �r`�FREp c� 0H � hyo SINGLE FLOOR RECEPTACLE MANUEL GONZALEZ,AIA F61 DUPLEX FLOOR RECEPTACLE AR 96730 FO SWITCHED FLOOR RECEPTACLE 0 0 QUADRAPLEX FLOOR RECEPTACLE ,z o GFI GROUND FAULT INTERRUPTER z� cc FOR HOOD WP WEATHERPROOF GROUND o VENT GFI EP ELECTRIC PANEL LU � a VP VAPOR PROOF ca p wP �� P . _ __--- ® RECESS INCAND. (EYEBALL) FIXTURE ® ° N GFI GFI _ - \ "� SINGLE FLOOD WALL MOUNTED W _ _. �_� �_ / DINING o w ¢ %' DOUBLE FLOOD - WALL MOUNTED > m / /' ROOM 'U �- %' BREAKFAST �j SINGLE FLOOD - SOFFIT MOUNTED A a o F / GOURMET o O = DOUBLE FLOOD - SOFFIT MOUNTED U w o LU AREA /' DBL. SINK \ KITCHEN 00 o W/DISC , DW. / o Zo / i /. HANGING/ PENDANT - CEILING HUNG + N J tp LU w z FI GF INCANDESCENT FIXTURE - CEILING MOUNTED o > o 155 o Ea GFI GFI' , { INCANDESCENT FIXTURE - WALL MOUNTED x 5 LU ¢ z 7 _ GFI ® qj RECESSED HIGH HAT w p Z - - - - UNDER COUNTER FOR LIGHT I 24 2 FT UNDER CABINET FLUOR. FIXTURE a A O LU I—I a cc w \ SWITCH FOR DISP. - - ' 36 3 FT UNDER CABINET FLUOR. FIXTURE w Z U 0 Q \ COVERED UNDER COUNTER FOR DISP. �� - 48 A d 8- LANAI /,;/ /" `\ ----14 FT UNDER CABINET FLUOR. FIXTURE a A w w = O UNDER COUNTER FOR DW. S� \ COVERED STRIP LIGHT a Q' LU z \ / �,� �, / ENTRY, D 12x24 FLUOR. FIXTURE = Z w / / ` x O �� / / ___ _ FOYER ,f" \\ D 12x36 FLUOR. FIXTURE �, 0 ce 0 0 -- / d - D 12x48 FLUOR. FIXTURE ~1 N El LU w pLl _. GFI /"j"� - 24x48 FLUOR. FIXTURE --- o WP 67 �, = - DOb�RI'` - ,�i' --- BELL WP -- `-.` \ S,S EXHAUST FAN o U-11 //- _ _ _ Q GFI \ �`; �� EXHAUST FAN w/ LIGHT E z ____ , FIS E.M. ELECTRIC CO. METER Ln O --- w z w \ �� = DRAWN BY a � \ z _ _ GAS CO. METER z " m \ �- -y POWDER, SD/CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR S. FOX vi o �, \ ► --- RM. SMOKE DETECTOR CHECKED BY ce a TO WITCH ON ✓ _ \\ GREAT ROOM Ec ND FLQoR ® SINGLE POLE SWITCH J. PALM coc z \��\ - �� 3 WAY SWITCH SCALE _ _ 3 22 X 34 = SCALE AS NOTED o 4 WAY SWITCH oma ¢ �, �, ` ' \ � _ 4 DIMMER SWITCH 11X17 - 1 2 NOTED SCALE GFI �p / o © `� WP G.D.O. 4 PUSHBUTTON SHEET DATE v O L DISCONNECT WIT C SWITCH "-' '~ U 7 JUNCTION BOX 12-30-15 o ATTIC ACCESS O a o z W/ LIGHT & I D TV JACK SHEET REVISION INFO LU m U SWITCH PHONE JACK - PREWIRE ONLY cn TWO CAR GARAGE THERMOSTAT z Ln 0 _ a cn O PHOTOCELL SOFFIT MOUNT LU w PHOTOCELL - WALL MOUNT GF 4" EMPTY CONDUIT TO 2 Q w ¢ o c► �W GANG "J" BOX W/ BLANK SURFACE MOUNTED--- - - -- ® ELECTRICAL PANEL � Ln w PLATE IN GARAGE ELECTRICAL PANEL FOR GFI SP SPEAKER WIRE FROM TOP OF WALL SET REVISION INFO O (n -� _ __ _ -------� IRRIGATION d)WP LU z v E-- _ T K KEYPAD g � m gGFI CHIMES ,zQ., o o WP E� F====� STRUCTURED PANEL (a.k.a. SMART BOX, � s COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) o w iNr. INTERCOM SHEET DESCRIPTION � � Wo U 1 - FIRST FLOOR m � LU FOR REFERENCE ONLY, ELECTRICAL � wz oz = o W Q __j z LAYOUT cn � � ¢ wwQcn m o PROJECT NAME C)e Ln LU 1 ATLANTIC BEACH cc � C7z O p ? w o HERITAGE Quo = z © w g FI ST F 00R ELECTRICAL LAYOUT DUVAL COUNTY U) o SCALE: 1/4 "_ l'-0" CLAS IC LOT/BLOCK 0040 TBI NUMBER 0040 0 N - U) O IN p �� Z MODEL 0o z � ¢ u� OZ � �~ z STO N E B RO O K � LU � z _. N ( W ELEVATION NAME C6 9 oj W w CLASSIC Q w i U F- z z = � ULU� z LL. LU Z w ;Z SHEET NUMBER o LU m LU J o--I f E 1 4 � J o O � qQ ac� 1- o J PERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS ELECTRICAL SYMBOLS LEGEND DRAWING COMPLIES S O THEE OF CERTIFICATION MINIMUM BUDDING CODE IN EFFKFFb OF 8,Cz 6CA770N BElAW. N SINGLE RECEPTACLEOFF F4 DUPLEX RECEPTACLE = o ® 240V RECEPTACLE SWITCHED RECEPTACLE 30 QUADRAPLEX RECEPTACLE 00 SINGLE FLOOR RECEPTACLE MANUEL GONZALEZ,AIA DUPLEX FLOOR RECEPTACLE AR 96730 Al SWITCHED FLOOR RECEPTACLE o oz QUADRAPLEX FLOOR RECEPTACLE a o N GFI GROUND FAULT INTERRUPTER z w WP WEATHERPROOF GROUND Lu Lu a EP ELECTRIC PANEL cn= a - - - - - - VP VAPOR PROOF - - - - - - - - - - - i. 7 r„ a 0 Luo ��,\ I OPT - -' I ® RECESS INCAND. (EYEBALL) FIXTURE W00 M o \ i \ - -) SINGLE FLOOD - WALL MOUNTEDLu La a a W ¢ I \ DOUBLE FLOOD - WALL MOUNTED � m oIBEDROOM 3 SINGLE FLOOD A in z DOUBLE FLOOD - SOFFIT MOUNTED ® 00 o ER I HANGING / PENDANT - CEILING HUNG 0 o o MAST _ I // w z BEDROOM '\ _�\\ \ a \ ROOF BELOW INCANDESCENT FIXTURE - CEILING MOUNTED o $ 0 0 \ \ i \" { INCANDESCENT FIXTURE - WALL MOUNTED x RECESSED HIGH HAT a p LU s CS p) _i' OPT. Z4 2 FT UNDER CABINET FLUOR. FIXTURELu '� A Q � V � ¢ \ \`�D \\� \\ N � 1 3 FT UNDER CABINET FLUOR. FIXTURE A z � z ATTIC ACCESS W/� _- SD/CO �aT. I-48�4 FT UNDER CABINET FLUOR. FIXTUREice Q a A a a o JX LIGHT & SWITCH \ \ I STRIP LIGHT a Lu z w ( \ 12x24 FLUOR. FIXTURE x O - - I D 1206 FLUOR. FIXTURE a, v 0 D 12x48 FLUOR. FIXTURE 04 Z J o LOFT 2448 FLUOR. FIXTUREEl ~ o I - o J`W.I.C, '-`Y I - EXHAUST FAN ix Oam - - - - - - - - - - - - - - - - ( OPT.► - u -- - - - - - - - - - - - - - - - - - �o EXHAUST FAN w/ LIGHT W O d V I INE.M. ELECTRIC CO. METER CL- o OLu f �_ `� ❑ GAS CO. METER G,M. DRAWN BY - -- CU u W ! I �A Ca - - zI - - -= V ®SD/CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR S. FOX 0 ¢ MASTER ��_ \\ CHECKED BY I -- GFI , GFI - -- - ;' \ ROOF BELOW S� SMOKE DETECTOR Lu BATH VPll, 3 I J. PALM SCALEW 3 WAY SWITCH DR�AU� : I 4 WAY SWITCH 22 X 34 = SCALE AS NOTED - J $ w $ DIMMER SWITCH 11X17 = 1/2 NOTED SCALE D 0 0 OPT. PUSHBUTTON SHEET DATE d SD/CO 10"X10" AIR L DISCONNECT SWITCH _ JUMPE , 7� JUNCTION BOX 12-30-15 a — ' -=-- ,�, SHEET REVISION INFO �� - - - - _-= I ❑ TV JACK LU U PHONE JACK - PREWIRE ONLY � Lu_ o BEDROOM 2 THERMOSTAT O PHOTOCELL - SOFFIT MOUNT z / �BA H 2 oma ° w I ` -. Q PHOTOCELL WALL MOUNT WI ` © ELECTRICAL PANEL cn F F SPEAKER WIRE FROM TOP OF WALL , SET REVISION INFO w� w `� OPT. -�- _W,I.�,J _e I sP O 6n -� LU .� L z 6 ,► \ - - - - - - - - - - - - - K KEYPAD (7 w® CHIMES zoo F====� STRUCTURED PANEL (a.k.a. SMART BOX, ,,, _ COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) rn o Lu w irvr. INTERCOM SHEET DESCRIPTION ED W SECOND FLOOR Lu m z ELECTRICAL oQ W o FOR REFERENCE ONLY zz= � W (DJ z LAYOUT J Q W CCW = Z o PROJECT NAME j � z oW ATLANTIC BEACH oz W = � Q H E RITAG E Quo = 02r 0 Lu SECOND FLOOR ELECTRICAL LAYOUT Duval COUNTY Z z SCALE: 1/4 V-0" CLASSIC LOT/BLOCK 0040 O TBI NUMBER 0040 a cn p Z "' co:) Q a MODEL W > STONEBROOK zooms jn X W z W 1- z < L9 H W o W ELEVATION NAME Lu ce CLASSIC Qw � ' W \ �F- c� i � z = zo CAH- Z W w m SHEET NUMBER 0mLu - o r Lu Lu VE2 , 18 JZ -A W o LuERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WRH THE APPLICABLE MINIMUM BUILDING CODE IN EFPECTAS OF DATE OF CERTIFICATION BELOW. r-1 jr N OF F aU W TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING E� z o 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE m BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER " 3 °C RESISTIVE BARRIER & ` a J Z. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & r <. O o THROUGH FLASHING BARRIER TEMPORARILY SECURE FREo A v E- HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY MArvueH��oNZA�Ez,AIA SECURE WEATHER RESISTIVE WEATHER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ABOVE HEADER TO AR 96730 BARRIER EXTERIOR z ALLOW FOR FLASHING BARRIER E '-' 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD INSTALLATION SHEATHING z z FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE 6 SILL PAN O RESIST VE Z. INSTALL HEAD FLASHING UNDER z`n `u BARRIER WEATHER RESISTIVE BARRIER 2 L� W ;':.s�::••... (ASSEMBLED �_ w o 3. FOLD WEATHER RESISTIVE -n WINDOW ) � OO SILL PAN BARRIER BACK OVER HEAD 2 a' FLASHING AND SEAL WITH TAPE _ _ �, W4 Do .... ::. ... a :>. N w ~ :::•:::.:;.;. 0 FLASHING ct a z DO NOT FLASH �- m :•::•::•::: .... ,....... CORNE OVER BOTTOM W O PATCH NAILING FLANGE d U w w O ® h NOTES: � 00 pq 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE tp y r g /.>" wz FLASHING ?:k?: T; (MIN. 6"WIDE). CONFORMING TO AAMA 771-07 ^" O w ;. FLASHI G x Lu o : ::r:;: 'a<:<: :: 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OFrun WINDOW SILL PLATE. a Z - ;:. ...y:....... � W V :..t:..::::.: Lu o : .... NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. z A � w z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE " o `t f........... CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED a W •::riiiiii•i• A W oc � z ;::.;::.::.::.;:.: O a Lu :•x: ;;<.:; BARRIER TO FORM WATER SHEDDING LAPS. PER HAMA 100-07 �j` 0 • ` �• • 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERScn LU Uj �+ 3. MECHANICALLY FASTEN AS NECESSARYice ® O o LH CN UJ O v za EXT-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAI EXT-2 TYPICAL WINDOW FLASHING DETAIL � w N O o D3 N.T.S. (EXT- ) D3 N.T.S. (EXT-2) '-' U- 0 00 o J OPTION -A v � m � 0z 0 0 6.N FLASHING ce w CANT STRIP CONT. DRIP EDGE DRAWN BY m ACROSS DOOR HEAD M. STRICKLAND z z z TO DIVERT RAIN WALL PER PLAN CHECKED BY cn SILL PLATE WALL PER PLAN w _ ,l, 0. SWAFFORD a z wRAIN DRIP SCALE SEE NOTE #2 m 0 J i " EXTERIOR REGLET 22 X 34 = SCALE AS NOTED 0 0 = DOOR 11X17 = 1/2 NOTED SCALE Lu cn WALL SHEATHING U- "' WITH WEATHER EXTERIOR o o RESISTIVE BARRIER WINDOW SHEET DATE i o NOTES: NN NOTE: SHEET REVISION INFO a o zo 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) mu CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR z n o � 2. INSTALL SILL FLASHING AS SHOWN ABOVE DOORS THAT HAVE NO IMMEDIATE OVERHANGS Q z ABOVE THEM AND DOORS THAT HAVE A SECOND m m � 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THE U.1 ¢ G oV = WATERPROOFING AT g EXTERIOR OOR EXTERIOR WINDOW SET REVISION INFO W �— d (ExT-5 EXTERIOR OPENING OR BEAM EXT-6 HEAD DRIP DETAIL EXT-7 HEAD DRIP DETAIL C7CCwZ 0w p D3 N.T.S. (EXT-5) D3 N.T.S. (EXT-6) D3 N.T.S. (EXT-7) a ,z cn SHEET DESCRIPTION cnw0z Z STANDARD ED mce ce aZ NOTES & DETAILS DLIJW O a � ' W J Z uj wcn L o PROJECT NAME Di O pSpLu Fw Ln LuLL ~ WLU F= 0 zo z LOT/BLOCK to z 0 o TBI NUMBER cn ab Zit w ¢ MODEL ce W Q vWWo ALL Z wza ELEVATION NAME Lr) UJ U j W ALL Ce Cew � ZZ L� Lu Ln SHEET NUMBER F- R UJ ca uj D3 II lij -i O � O 4 V F- O SERIAL NUMBER 1009 EST OF DEPICTED ROOFING PER CONTRACT. (CONTRACTOR TO TOTMEBGCOMPLI DG�TMICABLENNIMUMBONTMGs DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. PROVIDE PRODUCT APPROVAL FOR ROOFING C) SYSTEM) ON A.P.A. RATED SHEATHING PER p N PLAN SPECS. of F OLU PRE-ENGINEERED WD TRUSS, 24" O.C. < m INSULATION BLOCK ?� n e7ao 7 SEE PLAN n � 0 0 SEE PLAN FOR STRAP �TFREp - MANUEL GONZALEZ,AIA ALUM. WRAPPED 2x AR 96730 WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 0 0 16d @ 24" O.C. zz `_ cn METAL DRIP z V) w EDGE off ---------- CEILING INSULATION _ = Lu Q CONTINUOUS VENTED '----- - - - (SEE ENERGY CALCS) cc Z m SOFFIT; WOOD LEVEL 1/2" RIGID GYP. BD. 0 O w RETURNS WHEN No o STUCCO SOFFITS ARE DBL. 2x SYP. WD. a a M Lu cro REQUIRED TOP PLATE a o � U.1 a 2x SYP. #2 WD. STUDS +' F� v w o MIN. 7J8" STUCCO (3 @ 16" O.C., TYP. a o ON GALV. z SELF FURRING G ELT INSULATION u ® 8 z = E-- ELEV. OR (SEE LEN ENERGY CALLS. 0 o ,z z BACKED METAL LATHVERHANG ) �► ce �S E SCHEDULE HEADER ® � o 0 I Luz STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ 0 0 CONTINUOUS VENTING NAILED SCHEDULED WINDOW ci x o¢ z TO TRUSS TAILS AND A TYPICAL (SEE FLOOR PLAN) � z STUCCO FINISH WINDOW ATTACHMENT '� A wp COMPLIANT W/ FBC-R W z A qt 2x SYP. #2 STUD @ 16" A Lu z MIN. 7/8" STUCCO (3 COATS) O.C., TYP. O a a A w � o ON GALV. SELF FURRING _ a� ' x 3.1 z z PAPER BACKED METAL LATH >< WALL INSULATION x O A = Q (SEE ENERGY CALCS) F- EXTERIOR STRUCTURAL a 0 0-1 o —J Lq— SHEATHING PER CONNECT WALL PER L4 Lu PLAN/SPECS FRAMING DETAILS �+ N 0 2x SILL PLATE FINISHED BASE MOULDING o a- m WATER RESISTANT BARRIER 3/4" GYPCRETE (OPTIONAL) Lu 0°C BACKED META2 LAYERS L LATHE PAPER 3 4" THK. T&G SUBFLOOR TOP OF `t o ROOFING PER CONTRACT. CONTRACTOR TO / FLOOR 0 o N ( POLYETHYLENE HOUSE WRAP GLUED & NAILED TRUSS z Lu PROVIDE PRODUCT APPROVAL FOR ROOFING OR APPROVED EQUAL SYSTEM DRAWN BY `t c� °C SYSTEM) ON A.P.A. RATED SHEATHING PER % u m PLAN SPECS. M. STRICKLAND 2x RIBBON FASTENED o z PRE-ENGINEERED WD TRUSS 24 O.C. TO FLOOR TRUSSES CHECKED BY wa PER TRUSS ENGINEER } = a 0. SWAFFORD INSULATION BLOCK 0 z j SEE PLAN SCALE m `s � ::jPRE-ENGINEERED WOOD FLOOR SEE PLAN FOR STRAP BATT 22 X 34 = SCALE AS NOTED � F- = TRUSSES VERIFY W AT GARAGE (SEE 11X17 = 1 2 NOTED SCALE o = ALUM. WRAPPED 2x ( /TRUSS / u- cn _ WOOD FASCIA NAILED ENGINEER FOR TRUSS LAYOUT) ENERGY CALCS) o TO TRUSS TAILS W/ (2) SHEET DATE 16d @ 24 O.C. nn 1/2 RIGID GYP. BOARD 0 o METAL DRIP EDGE 1/ 2" GYPSUM SHEET REVISION INFO m o ---- - CEILING INSULATION DBL. 2x SYP. WD. TOP PLATE WALLBOARD ON STUDS I `n CONTINUOUS VENTED (SEE ENERGY CALCS.) W/ WALL INSULATION Z cn c? SOFFIT; WOOD LEVEL 1/2" RIGID GYP. BD. SCHEDULED WINDOW o w z (SEE ENERGY CALCS) �t w z RETURNS WHEN (SEE FLOOR PLAN) m STUCCO SOFFITS ARE DBL. 2x SYP. WD. m w WINDOW ATTACHMENT -� d REQUIRED TOP PLATE HEADER SEE FRAMING w Q o o COMPLIANT WITH FBC-R PLAN FOR SIZE AND DEPTH zx o w 2x SYP. #2 WD. STUDS SET REVISION INFO o ( J Lu MIN. 7/8" STUCCO (3 @ 16" O.C., TYP, Lu z COATS) ON GALV. � REFER TO WALL INSULATION Lu m BACKED LATH ) RING FELT � � a� z ELEV. FOR (SEE ENERGY CALCS. N o o VERHANG 2x SYP. #2 WD. HEADER � Fd x -SEE SCHEDULE z � (=nSTUCCO SOFFIT SPECIFICATION: o Lu w cn PAPER BACK LATHE W/ SHEET DESCRIPTION m w o z CONTINUOUS VENTING NAILED z w � TO TRUSS TAILS AND A TYPICAL SS(SEE WI N OW SCHEDULED WINDOW STANDARD y. cc o STUCCO FINISH ( ( ) o ¢ W o NOTES & DETAILS j Lu ¢ EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON z z = o BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION w � ¢ Q OF THE FOUNDATION, 1/4" (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4" (SEE ENERGY CALCS) LU = GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION cn z AND SHEATHING 2x SYP. #2 WD. STUDS PROJECT NAME w o AND SHEATHING u En 2x SYP. #2 WD. STUDS o ;; Lu APPLY A LIGHT COAT OF @ 16 O.C., TYP. APPLY A LIGHT COAT OF @ 16" O.C., TYP. 0 . 3..� CEMENTITIOUS COATING TO CEMENTITIOUS COATING TO w x o FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS F— o 2x P.T. SILL PLATE cn w F=.. WATER RESISTANT BARRIER WATER RESISTANT BARRIER I Ln z O (2 LAYERS REQUIRED): PAPER I CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER o CONNECT WALL TO FOUNDATION Lu BACKED METAL LATHE & PER FRAMING DETAILS BACKED METAL LATHE & PER FRAMING DETAILS LOT/BLOCK z z o POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP to z OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE TBI NUMBER o - o SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE p WEEP SCREED— , , WEEP SCREED FINISHED BASE MOULDING MODEL M w ,_, a FINISHED BASE MOULDING Oime Z ac MAIN FLOOR MAIN FLOOR z ELEV 0'-0" ELEV 0._0.. a ALL ko 2:UJ `D I— "' " Z < ° _ a ELEVATION NAME zw � o z II= . w W a 4" CONC SLAB Wj w = a 4" CONC SLAB W/ ALL a ,,, — : a VAPOR BARRIER N I — a VAPOR BARRIER LT 1 "" w SEE FOUNDATION SEE FOUNDATION cn PLAN FOR SIZE AND w `' c� Lu /� PLAN FOR SIZE AND SHEET NUMBER om F—`n EXTERIOR WALL TYPE OF FOOTING TYPE OF FOOTING .. ui . � � o � Lu Uj Ca LU SECTION WITH WINDOW 2 TWO-STORY WALL SECTION - D7 J z J u 0 0 0 D7 SCALE: 3/4" = l'-O" D7 SCALE: 3/4n = l'-O" SERIAL NUMBER 1009 i TO THEBEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OFC llMCAMM BELOW. ko V N SET MIRROR 3" FROM - - SET MIRROR 3" of F4 END OFF BACK SPLASH MIRROR-VANITY 5 FROM INSIDE CORNER DRYER VENT (TYPICAL) LU GAS PIPE (TYPICAL) Q � FOR GAS DRYER ONLY y J1'-2" r-------------------------� i'� Ln COUNTERTOPS x cc o FRED A . c� ce U DRYER VENT (TYPICAL) W W g MANUEL GONZALEZ,AIA % 36" HIGH X = w � �° GAS PIPE (TYPICAL) AR 96730 �o (VANITY-5") MIRROR Lu M w > FOR GAS DRYER ONLY U- OUTLET BOX J ¢ 1/4" MIRROR DRYER VENT BOX- L------------------------- z CENTER SIDEWAYS � cn IN BACKSPLASH rl� ATTACH PER MFR. INSTRUCTIONS z ccnn °; O D D D 1/2" RECESS O o ~ ATTACH PER M�R. n w :3= DRYER VENT o ❑ ❑ FOR MIRROR W z m �, 0 2X4 HALF WALL " YORKTOWN ❑ INSTRUCTIONS - cn U- 0 w J �, ❑ ❑ P.T. SILL PLATE cv P.T. SILL PLATE �, <C n o o TRIM - MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) a a M Lu z CABINET > ¢� VANITY MIRROR INSTALLATION INSTRUCTIONS: o A o ca Lu5 Lu 5 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL w m Lu Q = 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: �j 09v� S z CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP Luw V) NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. u w d o o Lu z COUNTERTOP CANTILEVERS MORE THAN 10 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED O w BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM x W O E I n I cri cn o 1 - + - FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURERS SPECIFICATIONS. a o � 2 / p Z a = � � w A � LU W z INT-1 KITCHEN HALF WALL DETAIL IN -2 MASTER BATH MIRROR WOOD TRIM DETAIL (,NT-3 DRYER VENT BOX FOR DRYER ONLY Q z A U o `_ �$ SCALE: 1/2" = 1'-0" (INT-1) $ SCALE: 1/2" = 1'-0" (INT-1) D$ " _ '_ -3 �r Q w � z SCALE: 1/2 - 1 " (INT -3) 0 ) z zTOLL APPROVED TILE BACKER (REFER TILE OR STONE ON 1/2" COMPARE Lu TO CONTRACT SPECIFICATIONS) HARDI BACKER BOARD MANUFACTURER'S a 04 o o OVER 4" EXT. PLYWOOD DIM OF TUB & O "' z ¢ WALL TILE ON 2X4 FRAMING. PUMP LOCATION N rq ice 2X BLOCKING BETWEEN 0 aol a 2 w REFER TO FLOOR PLAN, VARIES - SEE PLANS � m STUDS (3 WALLS) Q zVARIES BY MODEL a a VINYL LINER (3 WALLS) E DED 5" 1 ROW OF TILE a o cn UP WALLS 2X4 @ 16" O.C. Lu < °e- Lu Lu CORNER SHELF DRAWN BY c.i U- W 100% SILICONE S NT BETWEEN ~ M. STRICKLAND 2 m TILE BACKER A ET BED SHELF AT 48"CERAMIC CORNER RFER cmc`0 ¢ m FLOOR TILE - 2X4 LEDGER CHECKED BY Lu w OOR TI V) " �- x x DROP IN TUB x 0. SWAFFORD o >- X4 P.T. THRESHOLD SCALE m a > Q 2 SHOWER DRAIN LL "' "' �" `L + 2X4 CRIPPLES J o J 4 22 X 34 SCALE AS NOTED o 11X17 = 1/2 NOTED SCALE a Lu cJ) 0 0o PRO-SLOPE PRO-SLOPE _ TILE AT DOOR Q 2X4 TO BE P.T. SUPPORT UNDER ! THRESHOLD WALL TILE SHEET DATE WHEN IN CONTACT TUB AS RE 0- 09 ADJUSTABLE LINER SET IN SEALANT @ r,, Q. BY W/ CONC. MANUFACTURER'S. 0 � SHOWER DRAIN NGE OVER ROOFING FELT PLAN 6'- SHEET REVISION INFO m 2" SHOWER IN FR-33 DROP IN V TU DETAIL z Lu o K. KK NOTE: D8 SCALE: 3/4" = 11-O" (FR-33 NOTE: 3/4 X 9 RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION ) U-1 w BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO J MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. Lu = % w ,� `gyp �cti�� o nJW SHOWER & CURB ON FRAMED FL R STANDARD SHOWER SHELF LOCATION �'� 1�� SET REVISION INFO z � I 4 INT-5 END POST TIED INTO FLOOR tun � $ " = 1T-O" (I D8 �� �� INT-5 JOIST BELOW EXTEND TO a Kn. � m SCALE: 3/4 SCALE: 1/2 = 1 -0 ( ) z o C� eCwZ O � baa, z _ END POST TO PENETRATE W o SUBFLOOR. SHEET DESCRIPTION I F_ z Lu FACE NAIL END POST TO STANDARD a z BLOCKING. NOTES & DETAILS Lu z = 0 2x BLOCKING BETWEEN Lu J z FLOOR TRUSS AGAINST Lu � < ¢ END POST. ce WLn Lu cn c SUB FLOOR. PROJECT NAME oc (n U) W z z L U Z F- W LOT/BLOCK TBI NUMBER r _+ �, MODEL z '' , , / \ \ /, , ALL 1j w - z '% \may- NAILS(TYP) � a FLOOR TRUSS. /' / CN (D"' z ELEVATION NAME W 7-4 4 9 5i Lou ALL i>7 01< U- N � :3=tv ~-Z I w W m SHEET NUMBER in 0 = Ln _ FR-34 HALF WALL TIE-IN DETAIL 0 '� m w U J J Lu— D 8 0 o u- D$ N.T.S. (FR-34) j SERIAL NUMBER 1009 i I I I c USP CONNECTORS TYPICAL HEADER NAILING � ATIONS " WINDOW SILL SCHEDULE r7a- !VA PECIFIC 0.131X3" TOE NAILS TYPICAL TOP PLATE NAILING: TE S LICE ROUGH DROPPED HEAD MINIMUM END DESIGNS 2X6, 2x8 (5) NAILS -0 MIN. SPLICE LENGTHCOMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUDNAILING: 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES OPENING OR SILL PLATES FASTENER EACH END DESIGN CODE: / (16) 0.131x3" NAILS2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES PSF CONNECTOR SYP SPF FASTENERS FL# CODE 0.131x3" END NAILS: 9" LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS VENLY SPACED 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 1 CAR (2) @ 2x4, 14" LVL, 16" LVL = (9) NAILS OF .131x3 @ 12" O.C. STAGGARD. F 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +16.3 i (3) @ 2x6, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) USP A35 450 450 (9)1Od .1 /2' s 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS(4) @ 2x8. 1 F SYP#2 ZONE (PSF) 'a' = 4'-6" DOOR _17 9 � 12°-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOEDESIGN LOADSc ACTUAL AND UNIFORM +18.2 _19.8 +18.2 _24,4 ( ') USP RT7 585 495 5 8d EA. END SYP#2 DBL. HEADER,g x7 4'-O" MIN.ROOF F 00 10 2 CAR USP RT8A 775 650 (5)10 x11/2" EA. END TYPICAL WALL FRAMING NOTES:I ROOF SHEATHING, TOP PLATE PER PLAN 6MAX.ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE +15.5 USP MTW12 1195 860 (7)10 x1'/z" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS Lou Pontigo and TOP CHORD LIVE LOAD 20 psf 40 psf DOOR _17,0 USP HTW20 1450 1245 (12)1 dx1'/2" EA. END ALL WALL STUDS.. Associates, lnc. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (16'x7') SEE 5/SQ.Q TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)1D EA. END 2. USE SYP#2 FOR ALL TOP IRED2x-BLOCKINGSHEA ONLY RAISED BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 (13)1 d EA: END PLATESAND SOLE PLATES. REQUIRED IF SHEARWALL HEADER RCHED TRANSOM OPTION: 420 Osceola Avenue BOTTOM CHORD DEAD LOAD 5 psf5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY x SPF DIAGONAL BLOCKINGax. Beach, Florida 32250 THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS206 1105 1105 i/2"0 ROD TO FTG. 3. USE SYP#2 FOR ALL DROPPED ASTENED PI 3-0.131"x3" DEFLECTION CRITERIA: SHALL BE PERMITTED I __ EA. END TYPICAL. Ph. 242-0908 Fax.241-9557 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)10 TO HEADER HEADERS I - -_-- HEADER SHEATHING MAY EXTEND 2'° FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/6"0 ROD TO FTG. 4. ALL WALLS SHALL BE I I _------ -------- ---_ PAST BLOCKING- WINDOW FL:CA#$344 SC:CA# 3579 0.75" MAX ANY CASE --____ ARCHED SYP#2 HEADER, ATTACHMENTS MUST POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/B"0 ROD TO FTG. BALLOON FRAMED FULL I I TRANSOM # ANCHOR INTO 2x MATERIAL. WINO LOADING: USP PAU44 2535 5/B"0 ROD w/ (12)16d HEIGHT TO ROOF OR FLOOR L-- ----J FASTEN LOWER STUD PER PLANS • LINEAR INTERPOLATION IS PERMISSIBLE. BEARING ELEVATION, U.O,N. 01 PERMANENT TRUSS OPTION JACK AND ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A TO TALLER STUD w/ SEE RIGHT MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 5/5"� ROD w/ (12)16d PLAN. BRACING BY OTHER 2-ROWS OF 10d COMS KING STUDS, BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS • USP MSTAM24 1545 1455 (5)'/ "x2-'/4 TAPCONS @ 12" O.C. WINDOW SILL SEE SEE PLAN F TRUSSES SHALL BE REDUCED, SPECIFICALLY, ATTIC FLOOR 5.) FASTEN BOTTOM PLATE OF OF R00 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING SCHEDULE ORDS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED SHALL MEET FULL HEIGHT ANCHOR FOR SILL SIZE AND LIVE L SIMPSON CONNECTORS AT TWO STORY CONDITIONS, O 'O•p y N BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. w/10d MASONRY CUT NAILS @ TYPICALLY %" FULL PLATE NAILING: CONNECTION EACH WINDOW SILL SEE PROVIDE SOLID BLOCKING ��•.'�e �`•'•G END SCHEDULE WITHIN FLOOR SYSTEM AT ALL -- 130 MPH 48'° O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS: UPPER LEVEL POSTS & JACK BASIC WIND SPEED (ASCE 7-10) -- _ -_- 1.00 �I��k UPLIFT FOUNDATION PLAN ADDITIONAL RODS @ 6'-0" O,C, (3) @ 2x4, STUDS _g V: NO.7 1 IMPORTANCE FACTOR --- ------ - --- 20.0 FT o -�i a °,k CONNECTOR SYP SPF ASTENERS FL# CODE ANCHORS AT SHEARWALLS 4) @ 2x6, 'k MEAN ROOF HEIGHT ------------- r- ( o i t __ (5) @ 2x8. SDWC15600 SCREW w ROOF PITCH -------------- 7/12 o A35 450 450 12-8dx1'/2" 10446.4 SEE 8/SO.O STA IF N BLOCKING ONLY REQUIRED p .p 4 BUILDING CATEGORY ---------------- 11 a H2.5T 600 520 5-8d A. END 11478.3 AT SHEARWALLS AND PT. SPF#2 --------------- B �-DENOTES EDGE STRIP. , SOLE PLATE y ® • EXPOSURE CATEGORY r-- SEE C & C CHART H8 620 530 5-10dx1/2" EA. END 11470,3 SEE PLAN FOR S UD SIZE STUCCO FINISH ���.,�st`:�•®R�oP.'�W 1\ A A A A A A IY ENCLOSURE CLASSIFICATION ------------ ENCLOSED I ABOVE FOR 'a' DIMENSION MTS12 1000 860 7-10d 1'/2" EA. END 10456.3 AND O.C. PACING. ---------- WALL SHEATHING INTERNAL PRESSURE COEFFICIENT 1 I o HTS20 1450 1245 24-10 x1'/Z" EA. END 13872.3 SEE DETAIL 1/SO.1 J NTINUOUS L CKING FOR SPLICING "° ° .m FOUNDATION SEE PLAN. .: x C h r i s t o p h e r r a b o u r i n P E �__ MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR YSTEM 16d COMMONS OPTIONS 8" ' 2 F L P E#7 1 4 6 I MATERIAL SPECIFICATIONS WHERE POST IS BOVE. @ 8" T W LFR INC T MAX. MIN, SOLE PLATE ANCHOR: 'l a I` MSTA36 2050 1870 13-10d EA. END 13872.8 r-- WALL FRAMINGA FROM SOLE SEE SCHEDULE FLOOR SHEATHING, HARDWARE AND ANCHORS: L-- 18-16 TO TRUSS/BEAM � I PLATE CHANGE CONDITION RAISED HEADER CONDITION PLATE BREAK REVISIONS DATE HTT4 3480 3080 11496.2 gd (cp 3" SEE SPECIFICATION I ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] *a'� �� 1-5/g" ROD TO FTG. BUILDER MAY CHOOSE EITHER THE DROPPEDAT ASTM A 3O OR ASTM F 1554 GRADE 36. 32-16 TO TRUSS/BEAM I HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING N WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVKCE HTT5 5250 4670 11496.2 F------ I I DROPPED HEADER CONDI110N NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/s" ROD TO FTG. I I I 2 TYPICAL WALL FRAMING METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER 10655.113 I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 I I S0.0 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST I I I I Y2"x6' SIMPSON TITEN HD I w/3X3x0.229" WASHER SEE SOLE PLATE ANCHOR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16 TO HEADER - QQ HOLD DOWN SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- J SCHEDULE FOR SPACING LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST / (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT s SYP#2 DBL. SEE 5/S .0 SEE 1 S0.1 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 /8"� 'OD EPDXIED 6" MIN 10849.6 TOP PLATE BUTT JOINT (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/B"� OD EPDXIED 6" MIN 10849.6 BLOCKING ONLY REQUIRED 2" 2" EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: SET N/A N/A SIMPSON EPDXY-TIE 11506,4 AT SHEARWALLS AND-/ WALL SHEATHING FIELD ALTERATION REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16 TO STUD/BEAM/POST STUCCO FINISH SEE DETAIL 1/S0.1 CONTRACTORMAKING AN 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 PONTIIC 8 ASSOCIATES PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/2" ROD TO FTG. OPTIONS RATED SHEATHING, MAKING ANY STRUCTURAL FIELD PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT BOUNDARY OF SEE GENERAL NOTES. MoolFlcarloNs WHICH MAY VARY DESIGN ` FROM THE INTENT OF THE ORIGINAL EXCEED THE FOLLOWING LSTA12 805 695 10-10 1 13872.5 Y2 THREADED ROD - J 1'-0' 6" SHEATHING CONSTRUCTION DOCUMENTS,ANY SHALL MEET OR FULL HEIGHT MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED 4 E SCHEDULE PT. SYP#2 ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. MAX. MIN. FIELD ALTERNATIONS MADE PRIOR TO TO BE � WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL BEING APPROVED BY LOU PONTIGO& L NOTES Et SPECIFICATIONS CONTINUOUS FOR SPACING EDGE ER BLOCKING ASSOCIATES ION FEE ULT IN GENERAL TO UPPER INTERIOR BEARING SOLE PLATE BREAK ADDITIONAL INS INSPECTION FEES. OR WHERE REQUIRED BY WALL: SEE SCHEDULE EPDXY ANCHOR TITEN HD GENERAL NOTES. TOP PLATE FOR STUD SIZE ANCHOR OPTION FLOOR"SHE ATHING SPECIFICATIONS AND O.C. SPACING. OPTION 23/32 T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT SOLE PLATE SUPPORTED EDGES, ROOF SHEATHING SPECIFICATIONS: 1 RAISE Y8" FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTES IN - MIN. /ie 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). 8d @ 3" SEE DETAILS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE 7 z SH GLE �ON S1.01 ON S1.01 - PLAN AND FASTEN TITEN HD 48" 24" 3x3xO.229" 4" 2" 4O ROOF EDGE). --_ - - w/8d @ 3" O.C. EXAMPLE OF UNSUPPORTED F-- � F --- -1 F-- EPDXY 48" 24" 3x3xO.229" 4" 2" (UNBLOCKED) PANEL EDGE 0 J� - MIN. 15/32"' 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2' RING SHANK @ 6' O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4' O.C. WITHIN 4'-0" 0 -0" OF ROOF EDGE). I _ ,� :,. � MAS 48" 24" N/A N/A N/A (TYPICAL) METAL - MIN. 1/2 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4' O.C. WITHIN WALL SHEATHING SPECIFICATIONS I I I IV' I I I NOTES: V J PA 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 I '"" I I I 1, SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE " SUPPORT IS 6 O.C. MAX. T7� ROOF W FLEXIBLE FINISH-MIN. /�s 24/16, A FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--- ----J L ---------1 L-------J CORNERS AND PLATE BREAKS AND KING STUDS. CC FINISH,-MIN. 7/�B", 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 BOTTOMPLATE TO UPPER TOP PLATE. (LION) TRUSSES, OR ❑ STUCCO NISH. 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS. �.j..� MASONRY SPECIFICATIONS: SINGLE ST0 Y MULTY STORY , MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE TO THE 3"X3"XYa" PLATE WASHER, A 3"X3"X/5" W/ 11/2"0 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 MAYBE USED IN BRICK VENEER. STEEL WASHER MAY BE USED. CONTRACTOR SHALL U BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION of ALL FLASHING. � TYP. WALL SECTIONS 3 SOLE PLATE ANCHOR DETAIL & SCHEDULE 4 ROOF AND FLOOR SHEATHING NAILINGUj CONCRETE MASONRYUNITS (CMU): SO.0 50,0SCALE: 3/4" = 1'-0" S0.0 SCALE: 3/4" = 1'-0" 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 AL CELLS CONTAINING VERTICAL _ Z 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". ►MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING ONDS, STACK BOND SHALL NOT BE 1'/z 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 WALL SHALL BE REINFORCED FULL HEIGHT (3) ROW OF D C. WITH - #4 @ 4'-D" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR NAILS @ 8" O.C. DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. "HALL BE INCREASED AS NOTED ON 2 PLY STAGGERED O 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". SIMPSON BEAM. ° 2x4 BLOCKING 3 PLY BEAM. a a 024" D FASTEN ' r ' SDWC15600 EACH END w/3-10d W CLAY MASONRY (BRICK): SEE ROOF 2x4 MEMBERS: BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. FRAMING (1) ROW OF 10d TOENAILS t PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS @ 4° O.C. CONCRETE SPECIFICATIONS: DETAILS TO TOP OF TRUSS AS SHOWN. a � AT 12" O.C. 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 3010 PSI AT 28 DAYS PROVIDE 2x4 BLOCKING � EA. SIDE. 2x6 MEMBERS: CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSL AT HORIZONTAL JOINTS. `� `� (2) ROW OF 10d STUD BELOW ROOF SHEATHING, SEE (3) ROWS 12d NAILS @ 4" O.C. LOWER TOPa-COMMONS GENERAL NOTES: 1 -0„ SPECIFICATIONS BELOW. TOP PLATESHEEL � AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE FOOTING AND FO�INDATIONS: PRE-ENGINEERED WOOD EA. SIDE. 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 REPOR IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS ORTHOGONAL VIEW WALL INTERSECTION CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT 2x4 OR 2x6 POST 2x8 POST OF CORNER CONDITIONS SUBSURFACE CO O O 6.ir SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSION AND LOCATION FROM THE TRUSS S OF 5" (3)ROWS OF 6$a' TRUSS 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 FOOTINGSIZE OR LOCATION IS NOT SIMPSON R ENGINEERED ENGINEERED DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SSEE ROOF ENGINEERED WOOD ENGINEERED WOOD • SEE ROOF FASTENERS @ 24"o.c FASTENERS @ 24"o.c UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROM E #3 @ 48" O.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN AS SHOWN CORNER WALL INTERSECTION PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SDWC15600 CONDITIONS CONDITIONS DETAILS SHE THING MAY SEE ROOF ® O BAR DIAMETERS TER INATE AT SIMPSON 3-PLY 4-PLY NOTES: CONCRETE SLABS ON GRADE SIMPSON FRAMING TOP OF DBL. SDWC15600 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 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 SDWC15600 PLAN FOR TOP PLATE. SEE NOTE 1 14" LVL AND GREATER 2. ^ DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1 DETAILS r j 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE v TYPICAL CONNECTION NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED 5" < HEEL < 1'-0" HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE WOOD FRAMING SPECIFICATIONS 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 CON ACT WITH MASONRY, CONCRETE OR NOTES: I JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN 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 1. TOP PLATE TO STUD S1WC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. STAINLESS STEEL. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T IN SPECIFIED NAILING REQUIRED FOR EVERY PLY W ]BUSSES: SES AS AT TOP PLATE TO STUD, SPACE @ 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND PRE-ENGINEERED WOOD TR SE SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUS 5 ROOF TRUSS CONNECTION 6 BUILT-UP MEMBER FASTENING 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 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 S -O SO S0.0 DESIGN SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: TRUSS TO PLATE: SDWC15600 SCREW. SDWC SCREW ROOF COVERING SPECIFICATIONS NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: TOP PLATE TO HEADER FASTENING: CRITERIA THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE ANUFACTURER S REQUIREMENTS. CLAY SEE DETAIL EN RIGHT. NOT REQUIRED AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED THAN 4'-6" FOR GABLE ENDS. FOR GABLE ENDS. ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE: AND SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: WATERPROOFING: NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED 21� THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. GENERAL THAN 4'-6" LINTEL SCHD PLAN LEGEND ANDABBREVIATIONS PLATE TO HEADER: NOTES WOOD FASTENING SCHEDULE BRICK NOTES / KING & JACK KING & JACK SDWC SCREW @ STUDS SEE PLAN STUDS SEE PLAN 24'° O.C. CONNECTION INTERIOR LOAD BEARING WALL MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN ® BUILT-UP POST IN THE WALL (2)124 TOE HEAD OR SILL DO NOT SCALE DIMENSIONS FROM PLATES SEE THESE DRAWINGS.IF A DIMENSION IS TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS @ 12" STAG. NAILS E.E. HEAD OR SILL T2X6 WALL UNCLEAR REFER TO THE L3'/,x3'/,x'/a 4°' 6°-0" GABLE X-BRACE, SEE DETAIL 1Q/SO.1 (MIN) SCHEDULE PLATES SEE ARCHITECTURAL DRAWINGS OR HEADER SIZE, JACK AND KING STUD SCHEDULE CONTACT THE E.O.R. TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4xW,"x'/* 6 8'-0 DESIGNATES SHEARWALL. THE H6 1/2 QUANTITY. ROUGH OPN'G, SEE ARCH TRUSS TO PLATE: DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS g'° 10'-0" HIDDEN LINE DESIGNATES SIDE OF HEAD OR SILL KING STUD TO FRAMING BELOW: ROUGH OPN'G, SEE ARCH SDWC SCREW L5x3/2"x'/4 '--------- WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dx1Y2" PLAN NAME RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" SW TO BE APPLIED. 8d ® 3/6 SCHEDULE NAILS EACH END. STRAP STONEBROOK CLASSIC L6x3'/2"x'/4 6" 12°-0" NAILING: KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR DESIGNATES 8d COMMONS 0 3'° ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. DESIGN/DRAWN/CHECKED CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS L7x3'/2"x'/4 6" 16'-0" 8d�3" 6" O.C. EDGE & 6" O.C. IN THE CONNESCRE SIMPSONITIF CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600WAL SCREW. OMIT IF STRAP NOT REQUIRED AT THE 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS MK LAP CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) B-GUN NAILS LINTEL MUST HAVE CORROSION BRICK ADJ - ADJACENT L - Long SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC DATE RESISTANT COATING OF EPDXY BASED VENEER 24" O.C. GABLE ENDS OR 2-STORY THAN 8' OR OPENINGS LESS 2X4 WALL BM - BEAM M NUF - Manufacture 03.08.16 JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT, II -=�I WEATHER BOT - BOTTOM MONO - Monolithic WALLS THAN 3'-6'° RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS I I BARRIER BRG - BEARING OC - On Center HEADER FASTENING SECTION 3-10d 4-GUN NAILS 2• LINTEL MORE THAN 8'-0". SHOULD CMU - CONCRETE MASONRY UNIT 0 SB - Oriented Strand Board SCALE JACK RAFTER TO HIP TOE NAIL (3-10d) BE LATERALLY SUPPORTED NOT TO I�- DBL - DOUBLE P"RP - Perpendicular KING STUD TO FRAMING BELOW: AS NOTED EXCEED 6 FT. O.C. w 2-'/4x3" WD. I�_ DIA - DIAMETER PRE ENG - Pre Engineered - PA °° ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS / '- $ CAN BE _ „ SCREWS INTO HEADER PROVIDE A '/z" __- LINTEL EA - EACH PSF - Pounds per Square Foot � � ; �Q" a. CS18 STRAP W/6 10DX1Y2" TOLL-16-00159 16 00159 CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16 O.C. @EDGE VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI - Pounds per Square Inch NAILS EACH END. STRAP ATTACHMENT 4-GUN NAILS I =-� SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. CONT. HEADER TO STUD TOE NAIL (3-16d) EQ - EQUAL Q - Quick Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR BLOCKING FASTEN - STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No. 3. BRICK VENEER ATTACHMENT: J STRAPPING NOT REQUIRED w/8-10d COMMONS GABLE ENDS OR PER SCHEDULE 3443 STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR R=INF - Reinforce LOCATED WITHIN 6" OF , AT LOWER LEVEL HEADERS JACK TRUSSES LESS SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 11Omph FLASHING FBC - FLORIDA BUILDING CODE S - Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY THAN 8' OR OPENINGS LESS SHEET HEADER, FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED MULTI STORY THAN 3'-6" WIND-ZONE VERT. TIES @ 16" O.C.). SEE PLAN BRICK LINTEL, SINGLE STORY (STACKED WINDOWS) (UNSTACKED WINDOWS) ®•® NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT - FOOT S P - Southern Yellow Pine 3"x0.131"0 = GUN NAILS 2°x0.113°� = RINK SHANK 12" OF OPENINGS. PROVIDES/�e"� WEEP FTG - FOOTING TRU - Through HDR - HEADER T P - Typical 8 TYPICAL HEADER STRAPPING 2"x0.113"O = 6d 2/2"x0.131"0 = 8d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION - Unless Otherwise Noted jl 3"x0.148"O = 10d 3/2"x0.162'0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS V-RT - Vertical S0,0 11/2"x0.148"0 = 10dx1'/2" 1'/2'°x0.131"O = 8dx1'/2'° F - Welded Wire Fabric SHEET ] OF 9 P 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4" O.C. WALL SHEATHING PLATE w/ 10d 0 3" O.0 - >, 8d COMMON WIRE NAILS /� � 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 3" O.C. \ 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 MAXNOTCH HEADER BLOCKING ONLY REQUIRED PLATE -�- BELOW TOP PLATE \ �/ Lou, P o n t i 3 o a n d AT SHEARWALLS AND STUCCO FINISH PORCH SHEATHING, )E � � „� Associates, Inc. 5-8d COM SEE SPECIFICATIONS eel PORCH EACH SIDE B Low s-GUN NAILS HEADER, PERPENDICULAR TRUSS 420 Osceola Avenue 16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING ® 3 •°' SEE PLAN.0 8" O.C. SHEATHING SPLICE 0 8" O.C. ' 24 O.C. BETWEEN OUTER WALL HEADER & FULL HEIGHT DETAIL B )ax. Beach, Florida 32250 PORCH PARALLE PORCH POST, (2)MSTA24& FIRST INTERIOR TRUSS. NAIL TO WALL ANCHOR OR DTTAZ Ph.242-0908 Fax.241-9557 STRAPS MIN. 2 2x4 WOOD CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3" NAILS PERPENDICULAR HOLD DOWN AT O FL:CA# 8344 SC:CA# 3579 BOARD (TYP) BOARD (TYP) 3" O.C. (TYP) TO WALL BASE OF POST BELOW.PORCH (1)A DJ. WALL EACH SIDE FLOOR OPTION A SHEA HIING FLOOR FLOOR OF SPLICE TRUSS TRUSSES TRUSSES 24" 16 GUAGE POST BASE: OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP w/11- POT 24" 16 GUAGE 4x4 POST:ABU44 STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 10dx1Y2" EA. END BE OW STRAP w/11- 6x6 POST:ABU66 - / w 2x SOLID BLOCKING FASTEN EA. DOUBLE TOP PLATE LSTA12 FOLDED OVER TOP /� AT SHEATHING EDGE `, `iip04N1iMiN/f//If/ 10dx1Y2" EA. END 8d COMMON WIRE NAILS \ ���� heel PLATE w/5-10d NAILS \ 0��� SER J. yyi+s w END w/ _ PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C. ` �,� ®Q „� �$ 3/4" OSB or PLYWOOD 3-10d COMMONS "' PORCH HEADER, - SLAB 6•• HEADER NAILS INTO BEAM. SPACE / _ oma` '� s•'° ® S+°••4• RIM BOARD Ya' --- ---- SEE PLAN MAX 0 48" O.C. OMIT IF WALL I a ��•°°��• •' SHORTER THAN TS16 - SHEATHING IS INSTALLED , �: ®$ FLOOR SYSTEM. ALIGN CEILING TRAPSMSTA24ROD ROOF TRUSS / a WALL FRAMING WALL FRAMING VERTICAL JOINTS WITH LINE WALL FRAMING WALL SHEATHING STRAPS EPDXIED 6" MIN ° ON FACE OF BEAM - = V J NO 4 OR JOIST \ FOR PERPENDICULAR SHEATHING SPLICE INSTALL FLOOR TO TRUSS CONNECTION JOINTS PLA VIE PLAN VIEW OF ELEVATION VIEW OF FLOOR STRAPPING PER 8-GUN SEE DETAIL B ABOVES OF w BLOCKING ONLY REQUIRED 5-8d COM OPTION 1 OR 2 POR HE PORCH HEADER PORCH HEADER NAILS CONTINUOUS 2x6 SYP#2 ,® AT SHEARWALLS AND EACH SIDE AT CORNER POST ATOP SR A FULL HEIGHT LEDGER FASTEN WITH 'y®+� a.•�`` ®�o.°' 5-0.131x3" EA. STUD. �a eC °°•.. ` STUCCO FINISH OF SPLICE ANCHOR OR DTT2Z +y <C •• OPTION 1 OPTION 2 . OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL HOLD DOWN AT MIN. (2)2x4 WOOD 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS OR OPTION B TO PORCH HEADER. DETAIL A Christopher I S a b o u r i n P E NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/a" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED F L P E#7 14 6 I TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPI AL PORCH FRAMING DETAILS 3 0TE0 SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE SD.1 S0.1 S0.1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ IF TRUSS REACTION EXCEEDS ROOF TRUSS. El 2300Ibs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS BOT. CHORD w/ 0.131x3" 0 3" O.C. I I A I I I� �I 2-SIMPSON H2.5T. A B A B FIELD ALTERAl10N FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF -------- ---------- --- CONTRACTOR SHALL CONTACT LOU 2x4 SYP#2 CATS AT 12" BUSS. PONTIGO&ASSOCIATES PRIOR TO O.C. FASTENED TO TOP ROOF TRUSS. SDWC 15600 - -------- - MAKING ANY STRUCTURAL FIELD 4" SHEATHING FASTENED TO PLATE w/ 4-0.131x3' 0 32" O.C. II II II II COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL SHEARWALLBEING CONSTRUCTION DOCUMENTS.ANY :3 T T 4 59 16" MAX. OSB WALL ::1 El FIELD ALTERNATIONS MADE PRIOR TO 2X SYP#2 CONT. ATTAGH B B G B D D D CA D BEI ADDITIONAL ASSOCIATES MAY RESULT IN O& FASTEN CATS EACH END w/ TO TOP PLATE AND TRUSS SHEATHING ` v 7 3-0.131x3" COMMON TOE NAILS AssocIATES MAY RFsuIT w w/ 0.131x3" 0 3" O.C. EDGE OF INSPECT 7 2x MAY OVERHANG TOP PLATE. SHEARWALL C C SHEARWALL OR SHEARWALL S 803" g" SW 803"/6" EXTERIOR WALL SEE ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING, POST BELOW WITH 2-CS16 TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO I TRUSS UPLIFT TABLE AT LEFT STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 QA - UP TO LOWER STUDS Q- UPPER TO LOWER STUDS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d 04"O.C. FLOOR SW 8d03/6: (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS ANCHORS ARE NOT USED TO NAILER w/ (1) ROW 8d TRUSS. EN STUDS TO FOUNDATION END STUDS TO FOUNDATION r 2x4 SPF#2 CONTINUOUS TRUSS. ® ® HEADER DOWN CONNECTION HEADER UP CONNECTION v 0 3" O.C. FASTEN TO TOP LEDGER FASTENED SW 8d03/6: HTTS OR HDU5 SW 8d03/6: HTT5 OR HDU5 PLATE w/ (2) ROWS '," 7/16" OSB f TRUSS WEBS WIT - PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR " BLOCKING '° f © T CALL OUT CALL OUT Ln OF 8d C� 3 O.C. w/3-0.131x3" SHEARWALL NOTES: SEE SCH� DULE ON DETAIL 3/S0.0 SEE SCHEDULE ON DETAIL 3/S0.0 PANNEL / FLOOR COMMON. 1. AT ROOF TRUSS, W 2x4 SPF f, r FRAMING- CONTRACTOR MAY SHEARWALL NOTES A H2.5T 32" O.C. TOP & BOT A LS18 ® 32" O.C. SYP#2 2x4 NAILER FASTENED ALL AROUND CHOOSE A,B,C,D, OR G. 1. PROVIDE 3/s" OSB SHEA HING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLANUj TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END W/ 72x.4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT LL PANEL EDGES. C (1)MSTA24 STRAPS C (2)CS16 STRAPSQ(2) ROWS 0.131x3" 0 3" O.C. INTERIOR 3-0.131x3" NAILS 0 6" O.C. . FASTENED TO TOP 2, USE ALTERNATE A. PLATE w/ 4-0.131x3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN SW-2 SHEARWALL. COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) 5-16d NAILS SHEARWALL OR TRUSSES. E (TYPICAL) EXTERIOR WALL ALTERNATE 3. FASTEN ALL INTERIOR S� TO ROOF OR FLOOR TRUSSES PER 5/SO.1 W ALTERNATED ALTERNATE ALTERNATE F 3. USE AL II U_ W E & F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0T. I, TRUSS ATTACHMENI--Ji 5 SHEARWALL ATTACHMENT AT ROOF $ FLOOR 6 TYPICAL S EARWALL ELEVATION �� 7 HEADER TIE DOWNIIIII- < S0.1 PROVIDE SOLID BL CKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTED SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 n O f..� m 8d COMMON NAILS 4-12d T E 2x4 SYP#2 OUTLOOKERS MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. Ln ROOF NAILS (T P.) SINGLE BRACING NOTES AND SPECIFICATIONS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT AT 3" O.C.(TYP) 0 24" O.C. 2x4 BLOCKING. FASTEN TRUSS FOR T-BRACE SHALL BE 1x4 SYP#3 EACH END �/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER.. WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. _ (LION) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT w/ 4-12d NAILS AT EACH RAFTER. 6-10d ROOF SHEATHING COMMONS (4) TRUSSES APPLIED I I THE WEB OF THE BRACED TRUSS, PER TO BACKSIDE OF WEB. W OVERFRAME RAFTERS, SEE PLAN. I,I DELEGATED TRUSS ENGINEER. II o � ' ; q I I 3.)PERMANENT PERMANENT BRACING 0 2X6 BRACING APPLIED TO I°I WHERE NOTED ON TRUSS MFR. SHOP ROOF TRUSS ROOF TRUSS I ANGLE FRONT SIDE OF WEBS. 1•I DRAWINGS. THE CONTRACTOR SHALL [.1 SIMPSON H3 w/ 10-8d COMMON BRACE PROVIDE 1x4 SYP#3 OR BETTER SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER THESE STRAPS ° T-BRACE FASTENED TO 11 BOTTOM CHORD BRACING TO EACH STUD, PER ATTACH TO EACH STUD, 1; AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP I•I PERPENDICULAR TO TRUSS BOTTOM SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 WEB w ET12d 0 6"O.C. C WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. / II CHORDS AND ATTACHED TO EACH G BLOCKING � T-BRACE TO BE THE A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0'. I°I TRUS WITH 2-8d COMMON NAILS. AT LESS THAN 4'-0" FASTEN w/10d COMMONS SAME SIZE, SPECIES, 11 GABLE END WALLS PROVIDE DIAGONALS PRODIDE MTS12 OR CS16 DIRECTLY 2X4 #2 SYP BLOCK ® EACH AND GRADE AS WEB o VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING GABLE BRACE. FASTEN EACH TO BE BRACED. 1°1 AT END WALLS PROVIDE DIAGONALS AND ROOF MEMBER. END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND I I (APPROXIMATELY 45%) R THE 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-'/4"Ox6" SDS SCREWS LOCATION. IF MORE THAN (1) LATERAL 1°I ADJACENT EXTERIOR PERPENDICULAR ( 1 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-1/4"Ox6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE v 1251-1540 2x10 w/ 10-0.131x3" BLOCK TO DBL TOP AS SHOWN. 11 WALL BETWEEN EACH LINE OF BRACING PLT W/ 2-H2.5T TO FORM A ZIGZAG PATTERN ALL ° CONSTRUCTED OF THE SAME BRACING 1540-1850 2x12 w/ 12-0.131x3" � MATERIAL. HIS REQUIRMENT IS NOT PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT LEDGER A NOTES: WHERE A LEDGER IS INDICATED TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I 0.131x3" TOE NAILS 0 8"O.0 NECESSARY AT HIP ROOFS. ALSO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, 1 FROM BOT. CHORD OF TRUSS ALONG EXTERIOR WALLS PARALLEL TO THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE 1 BETWEEN THE WALL AND THE FIRST ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP#2 LATERAL BRACE EA. I LINE OF BOTTOM CHORD BRACING AT A ABOVE, ATTACH ROOF DECK PER GENERAL NOTES. X-BRACE w/ 2-16d INTO BOTTOM 8-10d I�LSTA 2 @ 8" D.C.O R DBL CHOP PLT MAXIMUM SPACING OF 20 FEET. TYPICAL CHORD OF EA. TRUSS. COMMONS SDWC15600 0 36" O.C. OMIT IF 11 PERMANENT TRUSS BRACING MFiEN 8 LEDGER CONNECTION MEN 9 DECK LEDGER AT OVERFRAME RAFTERS O GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN FRAMING OTEO S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS OTEO S0.1 SCALE: 3/4" = 1'-0'° S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S .1 NOTES: 1. SPACE GABLE END BRACING 0 4°-6" MAX. MIN 2 PLY STUD MIN 2 PLY STUD DETAILS ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS - -. D' TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS WASHER PLAN ]XI FULL HEIGHT MIN 2 PLY 36 LONG STUD 36'° LONG STUD OR BEAM AA (!? 1 y V_ ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- O FOLD OVER TOP PLATE (2)MSTA24 STRAPS 0.131x3" GUN 0.131x3" GUN NAILS SIMPSON HTT5 OR (2)MTS12 - - ! ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN W/18-10d FOLD OVER TOP PLATE NAILS 2 MTS12 / DOUBLE FULL HT. SYSTEM SHALL CONSIST OF W'0 A307 THREADED FASTEN w/18-1Od1 HDU5. FASTEN •o O SOLE J FULL HT. TOP PLATE. `, ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE ` 26-10d COMONS UPLIFT PLATE 1 ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE SIMPSON DTT2Z HE NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE w/8- Y"xt)2" UNCLEAR REFER TO THE PLATE [ TOP PLATE, PROVIDE A 2"x 2"x V STEEL WASHER. SDS SCREWS ARCHITECTURAL DRAWINGS OR SEE PLAN /_ • o SIMPSON FULL HEIGHT -WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) '° FULL HEIGHT MINIMUM 2 PLY LTT206 THREADED ROD (2)H2.5T (2}H2.5T CONTACT THE E.O.R. -" - ROD STUD )�" THREADED ROD WITHIN 6' OF - ---- ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM MINIMUM PLAN NAME FULL HEIGHT �_ 1� _ EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY AT 2ND STORY - --THREADED ROD -_-i PROVIDE A HOLE IN THE PLATE '9" LARGER THAN THE 2 PLY TURN TITEN HD AT 2ND STORY " THREADED ° ° x6" TITEN HD STUD STUDS PROVIDE SEE PLAN ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE STUD STONEBROOK CLASSIC ROD EPDXIED SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE ° }�" THREADED ROD 2 CS18 STRAPS Q _ o FULL HT (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS 7.5" MIN EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED OPTIONAL, LOCATE C ANCHOR WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS Y2x6" TITEN HD (FLOOR TO FLOOR) CS MK LAP STEEL COUPLER i ( ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE " RODS - THD37634RC (%"x63/4') (FLOOR TO FLOOR) MINIMUM TAVOIAT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO P2 PLY HOLD DOWN SEE PLA DATE D CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z /-STUDROD = DTT2Z 0SCAL 6 FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER INE WASHER TO A SNUG-TIGHT w/8- Y4%%" HTT5 Sif3" ROD = HTT5 FLOOR CONDITION PWS ONE-HALF TURN OF A STANDARD SDS SCREWS AS NOTED FRAMING WRENCH (APPROMMA'tELY 30 FT.-LBS. OF TORQUE)• BUILT-UP POST, BUILT-UP POST, THREADED A C Q O F DUE TO SHRINKAGE AND COMPRESSION OF BUILDING SEE PLAN. SEE PLAN. LPA No. FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-11GHTEN NUT TO 30 THREADED ROD- - FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LBS. OF TORQUE AFTER ALL TRADES ARE TOLL-16-00159 SEE PLAN PER PLAN. 3/8 '/z"o '/z"'o 2x2x'/s•• 4" 4" 2„ 3" COMPLETE AND PRIOR TO INSULAl1oN. EMBEDMENT 5/8 "� 3/40 3x3x'/4" 7.5" 12" 2X" 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTTS or HDU5 DTT2Z OPTION 1 OPTION 2 CONTROL N0. DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR FULL HEIGHT TR CONVENTIONAL •3443 DEPTH O MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE 3/8„ FULL HEIGHT ROD 5/8" FULL HEIGHT ROD SHEET FULL HEIGHT ANCHOR REQUIREMENTS WALL SECTION THREADED ROD INSTALLATION CHART 3/8' FULL HEIGHT ROD ALTERNATE 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM E103) ATTACHMENT14 FULL HEIGHT THREADED ROD 15 HOLD DOWN ATTACHMENT DETAIL WHEN 16 GIRDER / BEAM STRAPPING so.] HIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 ALTERNATE sal OTE3 S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET 2 OF 9 OVERLAP SIDEWALL OVERLAP SIDEWALL , TOP PLATE TOP PLATE OVERLAP SIDEWALL ` r TOP PLATE ALWAYS PLACE ALWAYS PLACE HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING ' OPENING3; � GARAGE 5/e"0 THREADED ROD . - . HEADER w/3x3x'/4" PLATE . . . . . . . . jA V lid ALWAYS PLACE GOAL POST. FASTEN TO STUD T.R. ( THREADED ROD HEADER AT . . FULL HEIGHT PACK WITH 2-ROWS OF 16d (ONE IN SIDE � 1'/z I TOP OF ROUGH RING SHANK NAILS @ 12" O.C. i e i WALL) MAX Associates,c I a t e Inc. Lou PontiBo an As s (2)20ga STRAPS LOPENINGL EXTEND HEADER TO HEADER TO JACK ATTACH GARAGE DOOR THRU EXTEND HEADER TO / FAR SIDE OF WALL 2 420 Osceola Avenue 2 2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 2 2 6x6 POST AS SHOWN. Jax. Beach, Florida 32250 ( ) HTT5 W GARAGE DOOR o STUD PACK, PER (2)2x6 (2)2x6 SPF#2 A5 SHOWN. a (2)2x6 JACK STUDS 5�" THREADED R D SUPPLIER JACKS _: 6 6 6 �16 4'-O"x4'-0" PIECE OF WALL 6 6 6 Ph. 242-0908 Fax.241-9557 EPDXIED 12' AND (1) 4'-0"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER FL:CA# 8344 SC:CA# 3579 KING. SHEATING INSTALL AT UPPER 2 2x6 CORNER 1" BELOW GARAGE HEADER HTT5 w/ ` HTT5 w/ O DETAIL A 2 2x STUD CORNER %� CORNER 1" BELOW GARAGE HEADER \ ' THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS ( ) 5/8" THREADED ROD 0° o DETAIL A EPDXIED 12" ON EXTERIOR STUD (TRIMED AS EPDXIED 12" AND (1) SHOWN) M22 6 6 6 6 !� SHOWN) KING. aeA aaae� P.T. SOLE PLATE �� FASTEN SHEATING TO HEADER w/ 8d COMMON QB GALV. BOX NAILS ti����,, �� „°""°�S,(��®�``® GARAGE HTT5 w/ HTT5 w/ FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS IN 3” GRID PATTERN AS SHOWN AND 3" D.0 IN ALL FRAMING b �s N SOLE PLATE IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. V FLOOR ANCHOR 5is" THREADED ROD sROD---_ e` r� THREADED EPDXIED 12" EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP. y + 7 61 S SOLE PLATE r ANCHOR GARAGE WING WALL SECTION a DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS a DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS THICKENED SLAB EDGE AT GARAGE OPENING. 6x6 POST WITH ABU66 S E OF �! M s NOTES: STUD ) DRILLED AND EPDXIED w/ 12EMBEDMENT & 3x3x/4WASHER. EPDXIED THREADED ROD � HREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN ' " " EP� EPDXIED 12" MIN. � �� °•� °°"°y•*R�®A'` 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION Christopher J Sabourin PE FL PE#71461 REVISIONS DATE WHEN 1 GARAGE HEADER FRAMING WHEN 2 GARAGE PORTAL WING WALLm- EN 3 GARAGE WING WALL FRAMING LESS THAN 12" 0TE0 SO.2 OTED SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTED SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FIELD ALTERATION CONTRACTOR.SHALLCONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO ROOF SHEATHING PER BEING APPROVED BY LOU PONTIGO 8 1—MTS12 STRAP CONSTRUCTION SPECS ASSOCIATES MAY RESULT IN ® EACH RAFTER I ADDITIONAL ENGINEERING OR NSPECTION FEES. 10d COMMONS 1/2"x10" S.S LAG BOLT 2x6 SYP#2 LEDGER ROOF SHEATHING PER @ 6"o.c w/3-#8x3Y2' WOOD CONSTRUCTION SPEC's SPLICE 2x6 x 4'-6" P.T. SYP N0.2 SCREWS 0 16"O.0 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF l 2x6 SPF#2 RAFTERS w_ @ 24"o.c TRUSS @ 24" O.C. ALIGNED w/ STUDS 2x6 SYP#2 LEDGER H2.5T w/2-1/4"x6" SDS SCREWS @ 16"o.c '2x4 SYP#2 LEDGER PRE-ENGINEERED �\ 2- 8x3} WOOD � • i 2x SPF BLOCKING / # - -- 5-10d NAILS WOOD ROOF TRUSSES. �__�._�_. LogWOOD BEAM PER PLAN � i y` `;CREWS 0 16'O.0 ! / ,>� 12d COMMON RIPPED TO FIT t ' 2! 6x6 POST SEE PLAN 2 H25T WIRE NAILS Ln �� WITH GAP SHOWN W 1-H2.5T 0 `ff 2x4 SPF#2 JOISTS O T 4" O.C. ' r ' # 4x4 HORIZONTAL LEG STAGGERED � SOFFIT, SEE �•j••� EACH JOIST I / ALIGNED w/ RAFTERS / 3-10d TOENAILS 3/8"x8" LAG SCREW ARCH. M I ,f EACH SIDE RECESSED W s ARCHITECTURAL 4x4 DIAGONAL DOUBLE I 1 j TOP PLATE 1'-4" FASCIA SYP f 1 Uj BRACKET � ) WALL FRAMING %"x8" LAG SCREW - SEE PLAN RECESSED SHEATHING MAY `t ' 4x4 VERTICAL \-TERMINATE AT F— TOP OF DBL. TOP PLATE. ^ a. ALL EXPOSED METAL ALL EXPOSED METAL Zt / CONNECTORS AND CONNECTORS AND FASTENERS SHALL FASTENERS SHALL BE STAINLESS STEEL BE STAINLESS STEEL RAF'T'ER TAIL DETAIL n1 W 4 SHED ROOF - BRACKET DETAIL 5 SHED ROOF - BRACKET DETAIL 6 00 S0,2 SO.2 SCALE: 3/4" = 1'-0" o LLJ 0 S0.2 SCALE: 3/4" = 1'-0" d J W Z m _ W KING STUD TO TOP PLATE: SDWC15600 SCREW. i U STUD TO T0� PLATE: SDWC1 5600 SCREW. 0 32" O.C. STUD TO TOP PLATE: STUD TO TOP PLATE: SDWC15600 SCREW.—O 100- SDWC15600 SCREW. 0 32" O.C. ® 32" O.C. STUDS TO TOP PLATE STUD TO BOT PLATE: BOT PLATE 0 TRUSS SDWC15600 SCREW. Y4"x4Y2" LAG SCREW ® 32" O.C. MISC HEADER TO JACK STUD: WITH ROUN WASHER 1-MSTA24 AT EACH FLOOR TRUSS FIVIMING DETAILS WALL SHEATHING BOT PLATE TO FRAMING BOT PLATE TO FRAMING BELOW CS18® 32" O.C. CS18 w/7-10dx1Y2" BELOW CS180 32" O.C. STUD TO BOT PLATE: EACH END 0 48" BOTPL TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. O.C. STRAP CAN BE Y4"x4Yz' LAG SCREW 0 32" O.C. INSTALLED EITHER WITH ROUND WASHER FACE OF STUD CS18 w/7-1OdX1Y2° DO NOT SCALE DIMENSIONS FROM THESEUNC�LEAR REFER GIMEE ESION IS AT EACH FLOOR TRUSS - EACH END 0 48" I � I�O.C. STRAP CAN BE ARCHITECTURAL DRAWINGS OR III INSTALLED EITHER CONTACT THE E.O.R. FACE OF STUD FLOOR FLOOR 8d @ 3' FLOOR TRUSSES TRUSSES TRUSSES I PLAN NAME OR JOIST. OR JOIST. OR JOIST. r STONEBROOK CLASSIC DESIGN/DRAWN/CHECKED OPTION A OPTION B BEAM SEE j CS MK LAP OVERLAP PLAN DATE TRUSS OR BEAM PARALLEL TO WALL ABOVE STRAPPING SHEATHING OPTION C 03.08.16 DROPPED BEAM SCALE 7 WALL STRAPPING DETAIL 8 WALL STRAPPING DETAIL 9 WALL STRAPPING DETAIL WHEN 10 WALL STRAPPING OVER BEAM AS NOTED ®� wHa�SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 0TE0 SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No, TOLL-16-00159 CONTROL No. 3443 SHEET SO.2 SHEET 3 OF g SYMBOLS LEGEND { ----- DESIGNATES FOOTING LINE *' DESIGNATES SAWCUT LINE `' ILGz�� r INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS � Lou Pontigo and ---- BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 FL:CA# 8344 SO CA# 3579 �Qt�EFi J I Q i { IA r • N 1 61 S • { .® STT OF , -40R. >+* + 1 �` I Christopher J Sabourin PE FL PE#71461 MONO FOOTI I 1 TO STEM WALL 1 REVISIONS DATE S 5x30" DOWELI I 1 I I 11 I I EPDXIED 6" MIN. 0 6 s1.o1s1.o1 I PAVERS 8 a DW _ I I BY 0TH S S1.01 8 I I S1.01 FIELD ALTERATION S1.01 I CONTRACTOR SHALL CONTACT LOU 1 \ PONTIGO @ ASSOCIATES PRIOR TO r \ -� �, I MAKING ANY STRUCTURAL FIELD 11 MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY F2.0 1 p I FIELD ALTERNATIONS MADE PRIOR TO I BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN PAVERS I I ADDITIONAL ENGINEERING OR I BY OTHERS \`� PROVIDE 2-#4x4'-O" {- wsPECTIDNFEEs. 4" CONCRETE SLAB w/ Li' NER CRACK BARS e 71 FIBERMESH @ 1.5 LBS/CU.YD. 00 - - SLAB MID-DEPTH. I I 1 OF CONCRETE OR 6x6 W1.4xW1.4 ;=;, I == 3 S1.01 IN PREPARED GRADE. ----- - 1 WWF ON 6MIL VAPOR BARRIER -6as I - - - - - I � I 1 13 t ^ U I� - - - - - - - - - 4 S1.01 V 1 S1.01 I ` W 1 I PROVIDE SAW CUTS PER 1.01 i I 6 S1.0 ' , 1 5/S1.01, BUILDER TO I I 1 S1.01 1 COORDINATE WITH FINISH S1.o1 I I FLOOR MATERIAL. ( I I I I t r LL� I Tr ; LSAWCQF 4< PROVIDE 2-#4x4'-0» 1 I CORNER CRACK BARSI I 4 I I 10 1 1 AT SLAB MID-DEPTH. 1 I S1.01 I ° I I i s1.o1 1 Q QI , ry Q W V. 1 I � 1 I I MONO wA LG I I I 1 I w/ 2-#5x30" 51.01 DOWELS 1 1X X EPDXIED 6" MIN. Q 0 1 1 1 1I --__ - LU X :k- - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - 7 I3 1 S1.01 Z 1 3 . HB ,� S1.01 S1.01 O O U pu FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS,IF ADIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD STONEBROOK CLASSIC FOUNDATION PLAN DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" O.C. CS MK LAP 3-#5 EA. WAY BOT. 1'-0" 2'-0" 2'-0" F2.0 UNLESS OTHER NOTED SCALE: 1/4" = 1'-0" DATE 3-#5 EA, WAY BOT. 1 -0" a a 2'-6' 2'-6' F2.5 SHEARWALLS 24" O.C. 03.08.16 V-0. 3-#5 EA. WAY BOT. 1'-011 3'-0" 3'-0" F3.0 (SW 8d®3"/6") SCALE 4-#5 EA. WAY BOT. 1'-0" 3'-6" 3'-6" F3.5 I SOLE PLT 0 L4 WHEN NOTED ON PLAN AS NOTED 4-#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 SEE NOTE 2 LPA No. 4-#5 EA. WAY BOT. 1'-011 4'-6" 4'-6" F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL TOLL-16-00159 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 3/SO.0 CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, 3443 STEP HEIGHTS, ECT„ SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR SHEET REFERENCE ONLY. EXAMPLE - SOLE PLT ® 36" = 36" S1 ,0 2. FIGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ON-CENTER SPACING 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF 9 TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. 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/S1 .01 8" CMU OPEN BOTTOM LINTEL SEE 3/50.0 Lou Pontigo and 4'-0" HIGH, NOTIFY E.O.R. TYP. FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, CORNER BARS ( ) ____ BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN ;` "Z 420 Osceola Avenue PERMANENT LATERAL 51» SLAB ON . ,- SLAB ON GRADE, )ax. Beach, Florida 32250 SUPPORT DETAIL. -`— SEE PLAN. ' 2 Ph.242-0908 Fax.241-9557 SEE GRADE, - FL:CA# 8344 SC:CA# 3579 GRADE OR CONC. \/ �� '� - / Xf SLAB, SEE PLAN. r ..��, 8" CMU STEM WALL W/ °� N RJt"''ye., W V, X ,�4 � ` � #4 DOWEL TO MATCH VERT. ,�' ,,. �, �� �\ STEMWALL REINFORCING SEE �/' ,/ ` SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ON ° j � ._.._._ #4 VERTICAL DOWELS @ 24" O.C. _f Q ,........,,5'.t� STEMWALL SCHEDULE rQo ` ./ ( �',� �/� �a GRADE— �. 4 /,i�/, 90° BEND INTO FTG. ,�`�@ o'v\ IVS�'.� - SCHEDULE) w/ 6 HOOK INTO z - �� PLAN. MAINTAIN MIN. SLAB THICKNESS. SEE PLAN F ,\ U CMU REINFORCING 1 a FOOTING. LAP VERT REINFORCING °° '� t ��� � No 48 COURSESfy 1 TO 6 #4 VERT. @ 48"O.C. d `� 25" IF STEMWALL IS GREATER l Ld * ° '' ' ' THAN 3 COURSES. ° ,� \ ° it.a STA OF c �. O \ .- . In ul 7 TO 10 #4 VERT. @ 24"O.C. ,. 4 � . STEMWALL, SEE 1 /S1 .01 4 CONTINUOUS CONCRETE ® •.ems CONT. CONCRETE FOOTING '� ;, 11 TO 12 #4 VERT. @ 8"O.C. � ,/ FOOTING 3" CLEAR '�S,�Fs'`•=o., ..P'�'��•`` » 1—STORY w/(2)#5 CONT. 4 STEMWALLS OVER 6 COURSES TO 8 d x 16 w TYP HAVE TRUSS TYPE HORIZ. JOINT - „ _ 5 CONT. �, �, e r K,F: .,:�,b o'%Aul' REINF. BETWEEN EVERY OTHER 10 d x 20 w 2 STORY, w/(3)#4 OR (2)# Christopher Sabourin PE L � COURSE. FILL CELLS SOLID. 10 x20 F L P E#71 4 61 w/ 2—#5 CONT. REVISIONS DATE 1 STEMWALL FOOTING 2 FOOTING W/ SHOWER RESESS 3 GARAGE STEM WALL S1.01 SCALE: 3/4" = 1'-0" S1,01 (IF REQUIRED) S1,01 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE HELD AL-fERAT1oN PER CONSTRUCTION SPECS. CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO CONTINUOUS, MAKING ANY STRUCTURAL FIELD (1)#5 CON IT INUOUS, PROVIDE MODIFICATIONS WHICH MAY VARY M THE INTENT OF THE CORNER BARS (TYPICAL) —v—° CO STRUCTIONDOCUMENTSIANYL STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO 12" HOOK INTO SLAB. ARCH. ~-°� .- _� BEING PPROESDMAY RESBY LOU ULTNO& (4" MAX.) EQUAL TO SLAB ADDITIONAL INSPECTONFEESENGINEERING OR THICKNESS. SLAB ON GRADE, 7B @ SLAB RECESS SEE PLAN. BRICK VENEER IS ACCEPTABLE WITHOUT `i WALL FRAMING INCREASE OF FOOTING WALL FRAMING SIZE. (� 1" DEEP SAWCUT w/ SLAB ON GRADE, Q 8" CMU STEM WALL W/ _ - " 2—#5 CONT. W #4 VERTICAL DOWELS @ 24" O.C. SLAB ON ELASTOMERIC SEALANT /SEE PLAN STEP, SEE ARCH. PLAN. SLAB ON w ° GRADE— ❑ 90° BEND INTO FTG. a �.� r; t f,__._-a_ v GRADE, SEE PLAN SLAB ON ° _ M GRADE, __ �_ __ r / �' SEE PLAN. W ry NOTES: ` ° SEE PLAN. �' . .� W n1) PROVIDE SAWCUTS TO CREATE ° k, #`` `� Uj U ..- 1 CONTINUOUS CONCRETEAPPROXIMATE 12 X 12 MAX. SQ. FOOTING » 2) SAWCUT CONIC. SLAB WITHIN 4 TO 3 CLEAR 12 HOURS OFC NC. PLACEMENT. OPTIONAL 8"x16" 3 Q TYP 2" FLAIR1—STORY, w/(2)#5 CONT. 10"x20" s"x2o" 2—STORY, w/(2)#5 CONT. 8»x16" 1 —STORY, w/(2)#5 CONT. O Z �1 le f, 0 2—STORY, w/(2)#5 CONT. L.L w/ 2—#5 CONT. Q W BEARING AT INTERIOR MONO. FOOTING AT STEP—DOWN m —� Cly 4 STEM WALL AT GARAGE 5 SAW C T DETAIL 6 :D \,Z� �-o SCALE: 3/4 ® o W W 1#4 CONTINUOUS, PROVIDE S ORNER BARS 3' EA. SIDE O \ OF RECESS. (TYPICAL) 0 61' J U .. MAX 151/2" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. MATCH DOOR 3/4a> WITH, SEE ARCH. RECESS ON GARAGE CURB DETAIL SLAB , PAVER BY ° ��,. GRADE, OTHERS SEE PLAN. BOND BEAM w/1—#5 SLAB ON PAVING MISC GRADE, BY BUILDERr—� T CONCRETE STAND—OFF PAD TO 12'x12" 1#5 CONT. X : %`� ' SEE PLAN. ` ��� FRAMING 4 < MATCH ARCHITECTURAL COLUMN WOOD POST IDETAIL 10B Q 8 MASONRY 1 � \ DIMS. FOR BOX COL. w/#3 PER PLAN. E J p4 \ STEM WALL w/ DETAILS 1 \y' MATERIAL » V HAIRPINS AT EA. CORNER & #3 TYPICAL ANCHORAGE SLAB ON GRADE OR CONC. N �\� 1-#4 @ 48 O.C. hRADE SLAB, SEE PLAN. a CLOSED TIE AlA TOP PER CONST. SPECS. ° 4 J __._ �.� BRICK VENEER, w �� ' ALT. FOOTING AT r— ' �d �' ' T PAD = HOUSE PAVERS BY SEE PLAN. SEE ARCH. _� \� .4 . y f�`f BUILDERS DISCRETION. / FINISH FLOOR OTHERS Z +a � � / ' � \\' � DO NOT SCALE DIMENSIONS FROM 77- 3# @ 48 0,C, oR — -j I— 1-I r rT—Tl T- I TI ` ` j THESE DRAWINGS.IF A DIMENSION IS ROD CHAIRSTYP. _ _ THICKENED EDGE 8„x8» UNCLEAR REFER TO THE .c `f ( ) -III—I I—III _ rya ARCHITECTURAL DRAWINGS OR » w/(2)#4III III—s ' w/ 1—#5 CONT. 12 1—STORYDETAIL 10A ° © 4a CONTACT THEEO.R. 00 , CONT. 16 2—STORY, w/(2)#5 CONT. LAN NAME G (2)#5 CONT. �� /,,.-. '�� P CONCRETE FOOTING ' STONEBROOK CLASSIC 6” 6"x8" EXTENSION FOR BRICK n THICK x 20» WID DESIGN/DRAWN/CHECKED LEDGE ADD 1—#5 CONT. (SEE PLAN) 2 Cs MK LAP BRICK LEDGE DETAIL DATE K8 MONOLITHIC EDGE FOOTING 9 PAD A BOX COLUMNS 1 o THICKENED SLAB 11 PORCH STEM WALL W/ PAVERS 03.08.16 �_oscALE S1.01 S1.01 SCALE: 3/4" = V-0" SCALE: 3/4' = 1'-0" S1,01AS NOTED LPA No. TOLL-16-00159 CONTROL No. 3443 SHEET S1 ,01 sHeET 5 0l= 9 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3&-4 SHEARWALL SHEATHING TO BE APPLIED. Sd 0 j DESIGNATES 8dCOMMONS 3" D.C. EDGE & 6" O.D. "IN THE r FIELD" " DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & 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 X A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 �V\AER J. " A307 DIAMETER FULL HEIGHT �GJ�•s��••�N` ••,� � W X5 THREADED ROD, SEE DETAIL 12/SO.1 e•• \,� 4•• G V' A307 DIAMETER THREADED ,• No. ® ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 ST OF ` SEE 3/S0.1 FOR BEAM (Q�� ``CC.,�'"`--'' " A307 DIAMETER THREADED r�" �s+��® Ps•.; r ROD TERMINATES AT FIRST FLOOR � CONN. (TYPICAL) / ►'` TOP PLATE, SEE DETAIL 12 S0.1 .,• ��. (2)2x6-1/2 > .11/7F47k.141S2��„\ SIMPSON HTT5 SEE DETAIL 15/50.1 - _ _ Christopher J Sabourin PE' FL PE#71461 (2)2X12 Cf) N (2)2X 6X6 P.T. SYP#2 POST SIMPSON DTT2Z SEE DETAILI5/SO.1 �\ (3)2x6 POST DI (n- W/ABU66. SEE DETAIL REVISIONS DATE �'; BELOW POST ABOVE. � � � PROVIDE (2) 2/S0.1. (TYPICAL) PROVIDE SOLID BLOCKING N �� O INTERMEDIATE ; N I ® SIMPSON LTT206 SEE DETAIL15/50.1 WITHIN FLOOR SYSTEM. _ ILLo X STUDS BETWEEN � 12LIL0 WIND 0 WS I 0 12" LONG LIGHT GAUGE STRAP N LJ N O X LSTA12 FASTEN 10 TOP PLATE AND STUD WITH 5-10d COMMONS ICI = I J a DW ^ Q i z � �I WALL STUD SCHEDULE J_ J I UD SIZE Q p STRAP HEADER_/ I I LOCATION HEIGHT &PLATE TSPACING (3)2x6 POST DI ECTLY - I OSB WALL �J BELOW POST AB �tE: TEN TO I I N 00 SHEATHING. PER 7/S0.1 z s'-1" 2x4 SPF#2 ® 16" O.C. FIELD ALTERATION p EXTERIOR MAX OF WAL I J _ 10'-1 2X6 SPF#2 U 16" O.C. 2C CONTRACTOR SHALL CONTACT LOU ��� \ :•., PROVIDE SOLID BLOCKING ------ EXTERIOR PONTIGO&ASSOCIATES PRIORTO MAKING ANY TURAL FIELD PER DETAI Q "' Max 2x4 SPF#2 C� 12" D.C. Z ® 10'-1 TO MODIFICATIONS WHICH MAY VARY WITHIN FLOOR SYSTEM. 5E/S0.1. -0 EXTERIOR 2x6 SPF#2 0 16' D.C.14'-0" FROM THE INTENT OF THE ORIGINAL (nCONSTRUCTION DOCUMENTS.ANY N I INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 >I I INTERIOR 12-0" 2x6 SPF#2 0 16" O.C. gL ASSOCIATES MAY RESULT IN 01 / CN MAX 2x4 SPF#2 @ 12" O.C. ADDITIONAL ENGINEERING OR =� O INSPECTION FEES. i CN O STUB NOTES \� N / I N X 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE ii N 1 I (3)2x4 SP #2 STRAP HE DER I ^ N ( 2) MINIMUM STUD SIZE AND SPACING ARE SHOWN. POST BOTH ENDS I PER 7 N �I SEE 3/S0.1 FOR BEAM GARAGE PORTAL FRAME CONTRACTOR MAY INCREASE STUD SIZE To MEET , ARCHITECTURAL REQUIREMENTS. BEAM. I I CONN. (TYPICAL) SEE DETAIL 2 S0.2 (2)2X1 2 Z : �•_� I / 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN :E -- _ YELLOW PINE. w� J 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 6X6 P.T. SYP#2 POST a I 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. W/ABU66. SEE DETAIL--// (n I o ! -_ MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT Q r F- SHEARWALLS ` W 2/S0.1. (TYPICAL) aoSB WALL W Q I N SHEATHING. COMBINED USE PANEL NOTES M O ,-. I I I W cv 1 ===== `� 1 x j I I 1. EXTERIOR WALL SHEATHING SHALL BE Z co CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST s TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING W r ' a Z SPLICE LOCATIONS FOR MULTI STORY CONDITIONS W I I 2. SEE SHEET S0.0 FOR WALL SHEATHING X STRAP HEADER 6 IL z `� I I SPECIFICATIONS. Z CID I > 3. UPPER MOST TOP PLATE SUPPORTING ROOF N EA. END w/ J I x8- 1 Q .� MEMBERS SHALL BE STRAPPED AS SHOWN IN O 1-MSTA24. < ' I I 3 2x6 SP z I I OST. N DETAIL 1/S0.0 O a0 I 4. INSTALL SOLE PLATE ANCHORS PER DETAIL N I j I 3/SO.o Q� W N i m 'C4_) GENERAL NOTES p Cf) 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD OfSIZES AND SPACING. AT GIRDERS AND BEAMS, j 4 Q NONSTRUCTURAL BEAM PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER j 2)2x6 SPF#2 AND BRACKET BY BUILDER. PLIES.CNN I r 2. SEE SHEET SO.0 FOR ROOF AND FLOOR O CD U.1 OST. ���� I �� SHEATHING SPECIFICATIONS. Ir 1i L3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE m� m - W �_.I PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES (22x6-1/1 (2) x6-1�1 (2 2x6_- - TOGETHER PER DETAIL 6/S0.0 HB 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 O -�® 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/SO.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL CS18 STRAP w/ 10" IST FLOOR END LENGTH. FASTEN THIS END w/ 9-10d. WALL FRAMING Uj z FRAMING � Z ®� PLAN NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS o UNCLEAR REFER TO THE WALL FRAMING w ARCHITECTURAL DRAWINGS OR w CONTACT THE E.O.R. ?END S18 STRAP w/ 10" PLAN NAME LENGTH. FASTEN STONEBROOK CLASSIC THIS END w/ 9-10d. FIRST LEVEL WALL FRAMING PLAN SOL DESIGN/DRAWN/CHECKED PLATE ANCHOR SPACING SCHD c5 MK LAP SCALE: 1/4" = 1'-0" ALL EXERIOR WALL 48" O.C. DATE UNLESS OTHER NOTED 03.08.16 SHEARWALLS 24" O.C. SCALE (SW d@3"/6") AS NOTED LPA No. 4---SOL, PLT 0 # WHEN NOTED ON PLAN TOLL-16-00159 SEE NOTE 2 CONTROL No. 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3443 3/ 0.0 SHEET J.. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT @ 36" = 36" ON CENTER SPACING SIA SHEET 6 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2_ FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. ' 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSS Associates, Inc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA# 3579 so.1 N RAFTER TAILS, ♦� 4Q�ER J.114 4 F01 S SEE DETAIL 6/50.2 `gz ��a•••4\CEo•O RAFTER TAILS, I ♦®® c,�•• • SEE DETAIL 6/SO.2 ,, 1 No. 6 2x8 SYP#2 LEDGER. FASTEN f F02 F09 , w/ 7-10d COMMONS C°? 16 OF •� 1 . O.C. ��s.�O°•.'r( P.e•tc�` .'� - ; r F03 F09 STUD DIRECTLY �����y(yq•�.,' "� �•® ������` IIp��•yl/l ® \\\\ TOP PLATE TO % '� I BELOW TRUSS F04 F09 i SDWC15600 STUD SDWC15600 I ®W Christopher J Sabourin PE ` 0 FL PE#71461 2x8 SYP#2 LEDGER. FASTEN F04 F09 2 w/ 7-10d COMMONS @ 16" / _ OSB BLOCKING PER so.1 TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE O.C. J`ff F05 DETAIL 5E/S0.1 Fog — l ] Rafter to Top Plate shown / ` I p Truss to To Plate similar } � I 4 94F� MSH422 / F06 F10 'E Optimal 22)T f J THD46 MSH422 i PORCH SHEATHING AT 10' O• 1 F06 THD46 F10 I BOTTOM CHORD OF 30° 2 ', % !/' THD46 :-.__ 4 TRUSS SEE 2/S0.1. fr . SO.1 f F06 p MSH422 F13 FIELD ALTERATION X F116 6 CONTRACTOR SHALL CONTACT LOU " '/ f' /. / THD46' —— a SO.2 STUD DIRECTLY PONTIGO E ASSOCIATES PRIOR TO j — MSH422 BELOW TRUSS MAKING ANY STRUCTURAL FIELD ✓'`! F06 Y"Max MODIFICATIONS WHICH MAY VARY F11 CONSTRUCTION DOCUMENTS.ANY N 04 04 N N N N N THD46' F14 ,j FROM THE INTENT OF THE ORIGINAL FIELD ALTERNATIONS MADE PRIOR TO �� ���—�� y BEING APPROVED BY LOU PONTIGO 8 W_�_ ._. — F06 - N SDWC15600 TOP PLATE TO AssoclATEs MAY RESULT IN F15 No STUD SDWC15600 ADDITIONAL ENGINEERING OR W LL1 INSPECTION FEES. PORCH SHEATHING AT Folz i � 1. Sloped—roof rafters may be sloped up to and including BOTTOM CHORD OFJ F15 uth" cut. 2x8 SYP#2 LEDGER. FASTEN 2X6X8'-0" LONG RAFTER z. 1Reference hdetail 4and ufor installationst be o instructions. TRUSS SEE 2/S0.1. T02 / (TAIL SCABBED TO TRUSS SEE S0.2 SIM F07 _ — � - � w/ 7-1Qd COMMONS Ca? 16" 6 O.C. ) SIMPSON SDWC INSTALLATION RANGE LvfSH422 - iI�_ F07 OSB BLOCKING PER `I(' OSB BLOCKING PER i EJ06 U DETAIL 5E/S0.1 ILL DETAIL 5E/S0.1 F07 II I II j! EJ06 ' ' I w (2)MSTA24 ORX/ s W O F07 (2)HTS16 EJ06 _ $ I EJ06 LLI F07 W U SO.1 = Z F07 EJ06 F07 a'I °' 0) 0) a' 0 o 0 0 0 0 0 o T02 STUD NOT DIRECTL O z BELOW TRUSS Iii u u u I� ~ TO SDWC15600 40 r/ Q F07 j (2)HTS16 W I LU w Note: Reference detail 2a for installation angle limit i[A al U f SDWC INSTALLATION J SOA 6 RAFTER TAILS, Rafter to Top Plate shown Q Q SO.2 j SEE DETAIL 6/SO.2 (Truss to Top Plate similar) ' r ' O -I2 STUD NOT DIRECTL BELOW TRUSS W S Products Do not install SDWC in ` ® PIotID Length Product Plies Net Qty hatched area 0 O FB01 9-00-12 -3/4" x 16" VERSA-LAM® 2.0 3100 SP 2 2 SDWC15600 U Overhang 1 1/2" MIN 2" MAX TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING SDWC INSTALLATION RANGE WITH SCREW UNLESSENAILS OTHERWISE OMPDSON SDWC15600 FLOOR AND ROOF TRUSS FLOOR AND ROOF TRUSS PLACEMENT PLAN dis minimum edge Rafter or Truss PLACEMENT values distance for full I PLAN>, without altplate lower plate SCALE: 1/4 = 1 —0 splice) ( Splice may be in upper or DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER.TO THE J14' from top plate ARCHITECTURAL DRAWINGS OR. splice Offset CONTACT THE E.O.R. for full values STUD NOT DIRECTL BELOW TRUSS PLAN NAME STONEBROOK CLASSIC DESIGN/DRAWN/CHECKED CS MK LAP DATE SDWC AT TOP PLATE SPLICE 03.08.16 SCALE AS NOTED LPA No. TOLL-16-00159 I CONTROL No. r 3443 SHEET i S12 � SHEET 7 OF 9 SYMBOLS LEGEND - `- DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. ' 8d ® bT DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE - FIELD" ., DESIGNATES THE HEADER SIZE, NUMBER OF PLY'S & JACK/KING STUDS NEEDED (2)2x8-1/2 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 X %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 W11WII�a "ER " A307 DIAMETER FULL HEIGHTfV X5 THREADED ROD, SEE DETAIL 12/30.1 \;\ tC .•��'� N " A307 DIAMETER THREADED %+ NQ 1 �. TOPTERMINATES AT FIRST FLOOR OP PLATE, SEE DETAIL 12/SO.1 7� STA E F ao " A307 DIAMETER THREADED %'}� Q (95ROD TERMINATES AT FIRST FLOOR boy®�++®�E P`.•'+��,N TOP PLATE, SEE DETAIL 12/SO.1 '+y�rR`s+'•••. °°�`�s`1 (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 v .��.�. .rrttsrta�,at€ea�aettiaa� SIMPSON HTT5 SEE DETAIL 15/S0.1 Christopher 1 Sabourin PE CSFB 00 ® SIMPSON DTT22 SEE DETAILI5/50.1 FL P E#714 61 � STRAP HEADER (2)2x6 SPF#2 v CS18 PER 7/S0.1 �O ` ) � SIMPSON LTT20B SEE DETAILI5/30.1 REVISIONS DATE + POST. STRAP TO BELOW w/ N 12" LONG LIGHT GAUGE STRAP CS18 1 > 1-CS18. CS18 @ BOTTOM OF STUD 1 m WHERE NOTED. SEE DETAIL oo LSTA12 FASTEN 10 TOP PLATE AND STUD WITH 5-10d COMMONS Q AT BOTTOM RIGHT OF PAGE. WALL STUD SCHEDULE N I to N PROVIDE (2) PLATE STUD SIZE CS18 I ( LOCATION HEIGHT & SPACING 1 INTERMEDIATE CS18 (3)2x6 SPF#2 STUDS BETWEEN EXTERIOR SAX' 2x4 SPF#2 ® 16" D.C. CONTRACTOR AHTERATIONALL CONTACT LDU EXTERIOR 2x6 SPF#2 ® 16" O.C. QC PONTIGO&ASSOCIATES PRIOR TO J POST. STRAP WINDOWS MAXMAx 2x4 SPF#2 O 12" D.C. TO BELOW w/ 10'-1 TO # MODIFICATIONS WHICH MAY VARY EXTERIOR 2X6 SPF#2 ® 16°' O.C. MAKING ANY STRUCTURAL FIELD 14'-0" FROM THE INTENT OF THE ORIGINAL 1-CS18. 10'-0" CONSTRUCTION DOCUMENTS.ANY INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& i 12'-0" 2x6 SPF#2 ® 16" O.C. QC ASSOCIATES MAY RESULT IN CS1$ \ INTERIOR MAX 2X4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR INSPECTION FEES. STUD NOiFS p 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE r \ C 18 - N 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET 0x0 - CS18- D ARCHITECTURAL REQUIREMENTS. �'4 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN T Z cV I s YELLOW PINE. ' . I U U 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. - I -lilt 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS ( ^ I CS TO MIN IMOUMRETE SLAB SEE 3/S0.0/16d MASONRY OR ADDITIONALUT NAILS 0 ANCHORS ATB" O.C. 4< v , SHEARWALLS W CS18- COMBINED USE PANEL NOTESLLJ Q X C14 N \ 1. EXTERIOR WALL SHEATHING SHALL BE SHEATH CONT. I FROM UPPER CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST CS18 �i r w -WALL THROUGH TOP PLATE. SEE DETAIL 1/30:1 FOR SHEATHING N LOWER ROOF TO SPLICE LOCATIONS FOR MULTI STORY CONDITIONS U Lij CS18 �. GIRDER BELOW 2. SEE SHEET SO.0 FOR WALL SHEATHING = Z SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF Q MEMBERS SHALL BE STRAPPED AS SHOWN IN O n I I I DETAIL 1/SO.0 f..f_ 4. INSTALL SOLE PLATE ANCHORS PER DETAIL Q Ld CV 3/SO.0 ry cn GENERAL NOTES I oo �1 Ld �mJ 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. \ CS18 i 0_ J SIZES ANDSSPACING.EAT GIR EIRSSAND B AMSTUD LLJ PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER wQ PLIES. cX CUj O CD 2. SEE SHEET SO.0 FOR ROOF AND FLOOR0CD C14I SHEATHING SPECIFICATIONS. Z S N G�� a � i � 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE � PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES (2)2x6-1/1 - (2)2X6-1/1- TOGETHER PER DETAIL 6/SO.0 CC 4. INSTALL SOLE PLATE ANCHORS PER DETAIL G 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 Q ATTACHMENT PER DETAIL 5/SO.1 / 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT v TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL CS18 STRAP w/ 10°° 2nd FLOOR END LENGTH. FASTEN THIS END w/ 9-10d. WALL FRAMING I FRAMING • Z PLAN of NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. DO NOT SCALE DIMENSIONS FROM THESELDRAWINGS.IF A DIMENSION IS ®� REFER TO THE WALL FRAMING w ARCAL DRAWINGS OR eCNSU18 T THE E.O.R. STRAP w/ 10" PLAN NAME D LENGTH. FASTEN STONEBROOK CLASSIC THIS END w/ 9-10d. DESIGN/DRAWN/CHECKED SECOND LEVEL WALL FRAMING PLAN CS Z MK LAP DATE SCALE: 1/4" = 1'-0" 03.08.16 SCALE AS NOTED LPA No. TOLL-16-00159 CONTROL No. 3443 SHEET S13 SHEET 8 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1f/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSS Associates, Inc. FASTENING DETAILS 420 Osceola Avenue Jax. beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 4111111ff1/f fNlf//p/I/ e RAFTER TAILS 6 SEE DETAIL 6/SO.2 S OF So.2 ' •••j IDP•°'���' STUD DIRECTLY I BELOW TRUSS TOP PLATE TO '/u�'�f�I�iflf+f��`•++` SDWC15600 STUD SDWC15600 . Christopher J Sabourin PE ' FL PE#71461 HT516 TRUSS TIE DOWN WITH SIMPSON SDWC �SIONs DATE EJ32 Qco m to � co co co co co co co c4 co cc N -N co M M M M co M M co M M M M N N N �— W W W W W W W W W W W W W Rafter to Top Plate shown HTS16 Fj Truss to Top Plate similar THDN Optimal 221<Z' 42 6 T40 ! 10, 0. S0.2 T 8 f 30' L T39 =RELDERATION TH S T38 / RAFTER TAILS STUD DIRECTLY CONTRACTOR &ass ASSOCALL IATES PRIOR TO H TS16 ' BELOW TRUSS MAKING ANY STRUCTURAL FIELD _ -- _ SEE DETAIL 6/SO.2 Y"Ma>< MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL T37 CONSTRUCTION DOCUMENTS.ANY 6 FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO$ SO 2 SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN 6 STUD SDWC15600 ADDITIONAL ENGINEERING OR "1- - T35 ���— � -- . I' 1. Sloped—roof rafters may be sloped up to and including a 12:12 pi .I 2. Reference detail 4 for installation instructions. T34 M N V02 ~ T42 SIMPSON SDWC INSTALLATION RANGE = Z THD26 RAFTER TAILS, SEE DETAIL 6/SO.2 02 _ T31 ✓�, w VO2 T31 W ' V01 ` I T31 L !! I 00 , U W 6 STUD NOT DIRECTL 0 Z LU S0.2 T28 PEI TRI SDWC15600 N d Ij r V.L. \ U T27 F_<__�. HTS1 N Reference detail 2a for installation an le limv , — SDWC INSTALLATION T26 EJ32 Q Q F I (after to TopPlate shown M M Cf) Truss to Top Plate similar) ' r I CD r M M M M M co '= EJ32 N � � —� � —� � -� � � � 0 CD Z 14 �`O STUD NOT DIRECTL M BELOW TRUSS W Do not install SDWC in 6 ® 0 0 RAFTER TAILS, hatched area S0. SEE DETAIL 6/SO.2 sDwc15600 jU Overhang 1 1/2" MIN 2>, MAX TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING SDWC INSTALLATION RANGE WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED TRUSS Rafter or Truss PLACEMENT 14" minimum edge distance for full PLAN values (with or Splice may be in upper or without a plate lower plate splice) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE Y, romP P" ft0 late ARCHITECTURAL DRAWINGS OR - a- CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECTLY BELOW TRUSS PLAN NAME STONEBROOK CLASSIC ROOF TRUSS PLACEMENT PLAN DESIGN/DRAWN/CHECKED SCALE: 1/4" = 1'-0" CS MK LAP DATE SDWC AT TOP PLATE SPLICE 03.08.16 SCALE AS NOTED LPA No. TOLL-16-00159 CONTROL No. 3443 SHEET SIA SHEET 9 OF 9