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1696 ATLANTIC BEACH DR - REVISION NEW HOME DRAWINGS ED TO THE BW OF W KNOWLEDGE,THE DESM DEPICr DRAWING COMPLIES WrrH INE APPLICABLE MMIMUN BUL- CODE IN ERWr AS OF DATE OF CERI'"FrATION BELOW. Ln V-4 z Cp foe LU 0 Ce 15 0C) SHANNOkN' '�At)CLtAVE,AIA AR 97080 z z Z 5 V) z Ln 0 Lu Ind F- ------ (n LU 0 = 5- im� ice ca ABBREVIATIONS 00 0 LU __j GRAPHICS cc U_ _j le4n 0 # NUMBER FIN. FLR. FINISH FLOOR P.S.L POUNDS PER in 1.4 r- Uj Ce LIST OF DRAWINGS PARTIAL SECTION INTERIOR ELEVATION & AND FLR. FLOOR SQUARE INCH a- 3: 0 0.4 $! z DETAIL NUMBER DETAIL NUMBER EQUAL FND. FOUNDATION PSL PARALLEL STRAND E-1 I-, m LU < I 'idl - -C4 &-.4 LU Co C1 C)ver Sheet - Index of Drawings DRAWING NUMBER --- DRAWING NUMBER @ AT F.P. FIREPLACE LUMBER > C:) 9� Uj --I A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM 0 5 LU GN1 G meral Notes ABV. ABOVE FT. FEET P.T. PRESSURE TREATED U 0 0 BUILDING SECTION DETAIL CALL-OUT z = < t:; z ADJ. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD 00 p 3:: 0 SLAB LA'�OUT DETAIL NUMBER DETAIL NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER W Ce U) A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD > DRAWING NUMBER --- DRAWING NUMBER j Uj z 0-4 0 > 0 AHU AIR HANDLER UNIT GAL GALLON > LU A1.82 S ab Layout for Coastal 0 UU 0 ALT. ALTERNATE G.A. GAUGE R RISER A1.N S ab Layout Notes Schedules and Details 0.4 C) 4 —CEILING HEIGHT CHANGE ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR ED < .4 M 2 �- = GFI GROUND FAULT RAD. RADIUS FLOOR PLANS -.--CENTER LINE B.B.Q. BARBECUE INTERRUPTER REF. REFRIGERATOR Z Ce Uj BD. BOARD > U (n GL - GLASS REINF. REINFORCING -14 0 SPANISH TILE �2 a- ELEVATION MARKER B.F.F. BELOW FINISH FLOOR G.W.B. GYPSUM WALL BOARD RM. ROOM �4 Lm ce z A2.82 F st Floor Plan for Coastal BOTT. BOTTOM 3:: R 2 SHAKE SIDING R.O. ROUGH OPENING 04 A3.82 S cond Floor Plan and notes for Coastal SLAB RECESS BR. BRICK H HIGH RQD. REQUIRED 9z >- 2 0 M Uj A3.N F Dor Plan Notes, Schedules, & Details SIDING BKFST. BREAKFAST < 2: HOSE BIBB R & SH ROD & SHELF U 0 C> FRAME BEARING WALL BRICK CALC. CALCULATIONS HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL Uj U_ C.j. CONTROL JOINT HGT,� / HT. HEIGHT EXTERIOR ELEVATIONS & ROOF PLANS I I INTERIOR WALL (NON-BEARING) STUCCO FINISH CL CENTER LINE HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET (D P-4 Ce 0 tp 0 SGL SINGLE V\ZY\71 CMU MASONRY WALL EARTH CLG CEILING U_ INSU1, INSULATION SHT. SHEET a>-- Uj A5.82 F ont Side Elevations & Notes for Coastal CMU CONCRETE MASONRY UNIT C) 0 __j GABLE END WALL INSULATION INT. INTERIOR SH. SHELF ca C.O. CLEAN OUT U Ce P" A5.1.82 Rmar, Side Elevations and Roof SlopePlan for Coastal LU 0 Ln FRAMED KNEEWALL DECORATIVE STONE COL. COLUMN I.L.0., IN LIEU OF SHWR. SHOWER W L) Z A5.2.82 Exterior Elevations Details for Coastal < Ce C:) COMP. COMPRESSOR S L. SLIDER m C) U) A5.3.82 E(terior Elevations Details for Coastal DROPPED SOFFIT PRE-CAST LINTEL HEADER CONC. CONCRETE KS KNEE SPACE SPECS SPECIFICATIONS DRAWN BY 2: m: LU Ce Ce CONT. CONTINUOUS S.P.F. SPRUCE PINE FIR P-4 LU S.PROFF11 U_ CO L LONG SPRG. PT. SPRING POINT & STAIR SECTIONS DB. DOOR BELL Z in BUILDINI �_LAV LAVATORY STD. STANDARD CHECKED BY U�C:) m LDR4-," LAUNDRY STL. STEEL Ce DBL. DOUBLE LIN LINEN STOR. STORAGE S.VANCLEAVE U'j DR.& SH. DOUBLE ROD AND SHELF >- �2 A7.82 Bu Iding and Stair Sections for for Coastal DECO. DECORATIVE LT LAUNDRY TUB SCALE LU T TOP > DET. AS NOTED _j 0 DETAIL M.B MASTER BATH T&G TONGUE & GROOVE DIFFUSER LAYOUT DIA. DIAMETER MAX MAXIMUM TEMP. TEMPERED 11 X 17 = 1/2 NOTED SCALE in m: - DIM. DIMENSION ILU M.C. MEDICINE CABINET HK. THICK U_ in 0 0 (Cne DN DOWN MFR. MANUFACTURER �.O. TOP OF SHEET DATE d 0 M1.82 F rst Floor Diffuser Layout for Coastal DR. DOOR MILi MILLIMETER T.O.B.B. TOP OF BOND BEAM 02-06-15 4 15 DOWNSPOUT mik MINIMUM TR. TREAD LU DS. 5- M2.82 S�cond Floor Diffuser Layout for Coastal D.S.S. DENSE SELECT STRUCTURAL MIRR. MIRROR TRAN. TRANSOM SHEET REVISION INFO 0 Ce F- W 0 m DW DISHWASHER MLDG. MOLDING TYP. TYPICAL 0 RFI #105059 SV 3-11-15 U DWG. DRAWING M.P.H., MILES PER HOUR (n - ELECTRI '�_".AL LAYOUT MT RFI *110332 F.M. 6-09-15 LU U) E METAL THRESHOLD UC UNDER COUNTER EGRESS U.N.0. UNLESS NOTED < E.E. EACH END WT.S. NOT TO SCALE OTHERWISE LU ca Um E.W. EACH WAY Am j E1.82 F rst Floor Electrical Layout for Coastal ;11 ._j 2: 9 E2.82 %cond Floor Electrical Layout for Coastal EL. i ELEVATION ED < ELEC. O.A. OVERALL V.B. VAPOR BARRIER z = LU ELECTRICAL O.C. ON CENTER VERT VERTICAL SET REVISION INFO i:: Ln Uj U) 0 V) _j LLJ ENCL. ENCLOSURE O.H. OVERHEAD V.T.R. VENT THROUGH ROOF LU STANDA D NOTES & DETAILS ENG. ENGINEERED W OPT. OPTION(AL) Ce ca EQUIP EQUIPMENT OPNG. OPENING W WIDE 0 ce Ly D3 Standard Notes & Details EXT. EXTERIOR WITH M 0 > OS& ORIENTED STRAND BOARD W/ D7 Standard Notes & Details 1 1 W.C. WATER CLOSET Uj D8 Standard Notes & Details PED, PEDESTAL SINK WD. WOOD SHEET DESCRIPTION 2: LU POLY POLYVINYL WDW. WINDOW (n LU n Z LU P.S.,F. POUNDS PER W.I.C. WALK-IN CLOSET COVER SQUAREFOOT WP GFI WATERPROOF GFI >.- SHEET 22 0- z W.W.M. WELDED WIRE MESH < Uj 0 HOUSE ELEVATION ABBREVIATIONS ,> W.W.F. WELDED WIRE FABRIC Z DESIGN CRITERIA ABBREVIATION FULL NAME ELEVATION CODE Uj MAN. MANOR 03 2 --i < En < tn Uj WIL. WILLIAMSBURG 07 C) TWO STORY - FIRST FLOOR FRAME SINGLE FAMILY RESIDENCE - GROUP R3 PRO. PROVINCIAL 08 PROJECT NAME U�tn — REVIEWED FOR CODE COMPLIANCE < 0 �0 SECOND FLOOR FRAME BUILDING TYPE: V - B CHA. CHATEAU 09 ATLANTIC BEACH LU Z 0 P..4 VER. VERSAILLES 10 CITY OF ATLANTIC BEACH LEGACY SEE PERMITS FOR ADDITIONAL DESIGN BASED ON 2010 RESIDENTIAL F.B.C. RISK CATEGORY: II CLA. CLASSIC 18 5 0 Uj MED. MEDITERRANEAN 19- 11EQUIR"ENTS AND CONDITIONS F.B.C. RESIDENTIAL 2010 (n Uj WIND DESIGN BASED ON ASCE 7 TRA. TRADITIONAL 20 FWIEWED DUVAL N U_ (n r% LU fta ��0ATftj2md'L% F.B.C. MECHANICAL 2010 COU. COUNTRY MANOR 21 U.j ULTIMATE DESIGN WIND SPEED 130 MPH LOT/BLOCK 82 M HER. HERITAGE 22 0 F.B.C. PLUMBING 2010 0 En NOMINAL DESIGN WIND SPEED 101 MPH TBI NUMBE� 82 m CMN. CIMARRON 28 E 0 0_ in 2'-' r F.B.C. ENERGY CONSERVATION 2010 EXPOSURE - B MSN. MISSION 30 CM mwo OFF1 COPY Ln CFT. CRAFTSMAN 31 < a Lzn F.B.C. FUEL GAS 2010 Ce ENCLOSED BUILDING SCL. SPANISH COLONIAL 32 Uj 2: FRANKLIN U.J F.B.C. ACCESSIBILITY 2010 BOR. BORDEAUX 33 2: LU INTERNAL PRESSURE COEF. +.18/-.18 BRO. BROUGHAM 39 REVISION W rL! < ELEVATION NAME Ln U_ N.E. ELECTRICAL 2008 REN. RENAISSANCE 40 V-4 0 FOR WINDOWS & DOORS SEE FLOOR BP# a E9 W1 3 LU CD L'U'. 'm N.F.P.A. 1012012 VIE. VIENNA 41 ALL (n Ce Uj PLAN FOR ACTUAL PRESSURES DATE TUS. TUSCAN 44 1-4 SIGNED U_ ON r ASCE 7-10: MINIMUM DESIGN LOADS CD . - CLS. CALAIS 46 V W 0 THIS DRAWING AND DESIGN IS VALID 70p z FEMA RULES & REGULATIONS ITA. ITALIANATE 57 FOR 12 MONTHS AFTER THE DATE IT < rl W ITV. ITALIAN VILLA 58 SHEET NUMBER ft. C a mr >. IS SIGNED AND SEALED OR WHILE SHN. SHINGLE 62 ca I'D PBC. PALM BEACH 80 CURRENT CODE IS VALID 11L 0 01� -1 Ce CRB. CARIBBEAN 81 17 Uj Co COASTAL 82 _j U CST. C:) C:) U_ BTN, BOCA RATON 89 PERIAL NUMBER 1010.0 TO DIE 2W OF W MOWUMF,'ME MEN DEPUED ON MS TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION WWW CONPUES WM nf MIUME MINIMUM BIALDING WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS CODE IN EFFECI AS OF RM OF CMVrA'nON BELOW. AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SECTION R318 PROTECTION AGAINST TERMITES f SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE C�o TERMITE PROTECTION SHALL BE PROVIDED BY R :GISTERED TERMITICIDES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT i PESTICIDES, BAITING SYSTEMS, AND PESTICIDE 5 APPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. 02 SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, y 15 DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: _j "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD 0 TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL 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 /CWA PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. SHANN&r4 m. VACL�AVE,AIA NOTE: AR'97WO METHOD OF TREATMENT SHALL BE ARPRO�(ED BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 81 ABOVE FINISHED FLOOR. OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY 0 APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. = REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY 0 2) PRESSURE TREATED LUMBER THAT HAS B EN CUT OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. PORTIONS OF WOOD ARE REQUIRED TO B -_ FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION E-u OF THESE WALLS. 0 OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. NON-BEARING INTERIOR PARTITIONS Lu ce Lu 0 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX. ce STRUCTURAL. NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" 00 tn 00 0 Lu CAST IN PLACE CONCRETE O/C WITH SINGLE TOP AND BOTTOM PLATE. 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES f-2j 11 :1 03 W A SLUMP OF 5 GLASS BLOCK p..� 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/211 DIA. EPDXY ANCHORS W4 WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO LU :3= Ca RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. 0 ASTM A-615 GRADE 60. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. P164 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 611 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE u F, Lu AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBIERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART BUILDING IDENTIFICATION 0 :3= 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 1=; APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH �:: 0 THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND t9 Lu POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE > ce (n 4. HOOKS SHALL BE PROVIDED AT DISCONTINUCIUS ENDS OF ALL TOP BARS OF BEAMS. USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 411 TALL AND 1/21' THICK AND CONTRAST WITH I Lu z MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 0 ajo 0 THEIR BACKGROUND. 0 5. HORIZONTAL FOOTING BARS SHALL BE BENT 25)" AROUND CORNERS OR CORNER BARS WITH A 3. FOR MORTAR JOINTS LESS THAN 11411, PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF 0-1 Ln 25" LAP SHALL BE PROVIDED. cj in I— THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO �4 LU e-% 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. F- 0 ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO Ono 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON Z (A 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/211 TO FORM. FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL *0 ce ui MTSM16 TWIST STRAP W/ (4) 1/4" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS PLYWOOD PANELS. < > U Q LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY uj 0 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 61, AND BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS CONNELTIONS ARE MISSED SEALED UNDER SLAB ON GRADE. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. ui CONTACT ARCHITECT OF RECORD FOR SUBSTITUTION. 9. FOR SLAB ON GRADE, PROVIDE 411 CONC. SLAB W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED OUTDOOR KITCHENS AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH Lu STRUCTURAL DESIGN CRITERIA 0= < 2: MAY BE USED ILO WWM, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. F- ce FBCR 2010 R506.2.5). LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE ci 0 c2s Lu U- 10. WHEN THREE OR MORE BARS ARE REQlD.j THE BARS SHALL BE HELD IN PLACE AND RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR P = 40 PSF GRILLS OR COOKTOPS. C) ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS 40 PSF I— C) STAIRS ANCHORAGE g U_ REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF METAL AND WIRE LATH: 5 LU 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 I INCH MINIMUM. 0 caj U SHALL MEET ASTM A-615 REINFORCING FOR FOOTAG SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF Lu C:) ce u CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL 0 STRINGERS. DOWELS FOR COLUMNS & FILLED CE LLS 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 ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. CONCRETE CONCRETE UNLESS OTHERWISE INDICATED DRAWN BY LU ce WHERE PERMITTED SHALL BE THE FOLLOWING MI4IMUM, UNLESS OTHERWISE INDICATED ON THE STRENGTH 3. METAL AND \A(IRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT Lcuo DRAWINGS: @ 28 DAYS OF 4D GALVANIZEDOR,6LUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST Y4 INCH AND ;z FTGS, WALLS, COLUMNS, BEAMS, SLABS: 40 DIA. OR 25" MIN. BENT OVER TO ENGAfiENOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATA SHALL BE CHECKED BY -.0 REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ILn FILLED CELL & MASONRY REINFORCING: W 48 DIA. OR 2'-6" MIN. A77ACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO, LLj TEMPERATURE REINFORCING: 20 DIA. OR l'-O" MIN. ALL REINFORCING BARS ASTM A615-60 60,000 PSI 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS I V2" INCHES LONG HAVING A HEAD NOT LESS THAN A. BARLEY :r- ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI 3/8 INCH IN DIAMETER. >- ce WELDED WIRE MESH: 811 LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF SCALE ;m ui ED < > MASONRY WALL CONST. FIBERS PER CUBIC YARD MIRRORS _j 0 -J j CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING 'A MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED 'MIRRORS SHALL BE __NCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm = 1500 PSI). uj cn UNITS: DURING CONSTRUCTION U- in llsll 0 0 (n 2. MORTAR SHALL BE TYPE CONFORMING TO ASTM C270. H.V.A.C. NOTES STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.0 SHOP AND FIELD SHEET DATE d 0 A 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8 THESE PLANS ARE\DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: bue in b STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 j AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 811 TO ill'. MECHANICAL,RESIOENTIAL, AND ENERGY CONSERVATION 0 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. SHEET REVISION INFO ow 0 WITH COARSE GROUT. FRAMING: >_ 0 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 uj 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A FLOOR SHEATHING: T&G A-C GROUP I APA RATED (48/24) WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER 0 Lu OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB CONTRACTOR SHALLPROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. (A 0 LD ELECTRICA� NO F..4 = TES 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) LU ca Lu OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.OE U.N.O. THE DWGS. ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. _j 2: _j §-� g- 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTIS ATTENTION PRIOR u.j < in in WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT-OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. 0 uj OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF SET REVISION INFO uu (n 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 0 cn uj TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL�ODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. JOINT REINFORCEMENT GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 &20 AMP OUTLETS INSTALLED ce 11. BOTTOM CHORD DEAD LOAD: 10 PSE 10 PSE OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. LD ce Lu SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8 TOTAL: 40 PSF 50 PSF = 0 > WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO LU WIND UPLIFT RESISTANCE: 10 PSF .10 PSF NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO u 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR uj SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGM-FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE SHEET DESCRIPTION 2: uu En SOIL SHALL BE PRESSURE-TREATED. (n w in = UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH Lu C) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD GENERAL U FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTErt MULTIPLE DETECTORS MUST BE INTERCONNECTED. F_ Lu 9 ce GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. ALL ELECTRICAL SWITCHkS SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6 ce M WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGSk NOTES < Lu 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF u.j > u STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTI DN SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. LIVE LOAD: 40 PSF PLUMBING LINES, ETC. SHALL BE REPAIRED WITH 3IMPSON HSS2 STUD SHOES,TYP., U.N.O. 1 1 TOTAL: 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 uj in < w 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO Joe uj -r- = 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 m 0 En- STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITYTO VERIFY THE TYPE OF WOOD TREATMENT Lu 0 VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. w P-.4 AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLEf ACQ-Cf (.n CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL ce Z6 0 = ACQ-Df CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL 00 U3 DOT SODIUM BORATE (SBX) DOES NOT. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR P.-I 3.. 2: m 0-1 VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. Lu OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) 1�__ IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, CC 5 Lu STRUCTURAL STEEL n ROOFING BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL 0 u- (n ALL STRUCTURAL & MISCELLANEOUS STEEL A36 36f000 Psif U.N.O. TUBE STEEL: ASTM A500, ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 125-VOLT, 15-AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. 0 u-j GRADE B, Fy = 46.000 PSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD :r 10 THERE ARE NO EXCEPTIONS. E `4 uj P ce LOT/BLOCK CL tn = U- WELDS: E70XX ELECTRODES STRUCTURAL BOLTS: ASTM A325, BEARING TYPE CONNECTIONS DOORS &WINDOWS = 0 = STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BOLTS: ASTM A307 FOR SECONDARY to = C) w PLUMBING NOTES TBINUMBER 0 CONNECTIONS WHERE INDICATED, ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE a- cn C) o b STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND MODEL M uj FABRICATION. HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE PROVIDE MININUM OF 3" DIAMETER SCHEDULE 40 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE. ALL CD W R407.3. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. 2: uj DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ELEVATION NAME 03 W z THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENTf ETC. C�p f rl U- cq Ifto, PREFABRICATED WOOD TRUSSES Lou . b 0 WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ALL in 0 1. BRIDGING AND BRACING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. GENERAL NOTES uj MANUFACTURER UNLESS NOTED ON THE PLANS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND W 3:: L! E < m . I.." ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND w ft. P. u RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. > w 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 0 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 r� U.1 WITH THE DESIGN LOADS. NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER in >. uj SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH M �-m LU I 0 = DRAWINGS SHALL NOT BE SCALED. -0 Ln 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUR SOLID WOOD DOORS NOT LESS THAN 1 Y8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE 12 En, IF THE LAYOUTS CANNOT BE MATCHED, THE TRUSS MANUR IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN I Y8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. :3 < INSTALL SOFFITS PER FBCR R703.1.3 AND R616. OFFICE COPY = Au DESIGNER, TOLL BROTHERS, FOR FURTHER INFORMATION. F_ 7% u-j ca W WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE 16-11 M p--q -j u TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). GN1 u.j U- 4. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT AETAL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ _j !;� C/C. < u- TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF 10d NAILS AT 10 1 PERIAL NUMBER 1010.0 TO THE IIEV OF Iff MWLEDGE,THE DESIGN DEIMED ON TK3 DRAWING COMKIES WrrH THE APPLICAKE MINDILIM PJRD94G CODE IN EFFWr AS OF DATE OF CER71IFICATION RIM. Ln T-4 0 SLAB LAYOUT NOTES : 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. U=j 0 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 015 0 1--1 ca 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 00 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. SHANNON M.NA-NCL\16AVE,AIA AR9708G m u- INDICATES DOOR OPENING 0 0 1-4 (n m (n U-u 0 yu Ln uj 0 =) j:L ce E & 00 U.J 1? 00 00 C14 u- 4 0 C14 0 1.-� u.j ca apj 0 Lu in 0 M con 4^ 00 Lu to > 0 ui V) Lu C W Z lal� U.1 u En > u.j 0 Lu :R- Loom 0 00 M Lu 0 Lu u- -J C4 E- z C) LL- o ui c) UJ o ce U z w 0- 0 DRAWN BY ce Lcuo S.PROFFITT M in CHECKED BY C:) ce Lu S.VANCLEAVE :3= LU >- SCALE ca < > AS NOTED .-1 0 --j j 11 x 17 = 1/2 NOTED in Lu Ln u- in 0 0 �cne SHEET DATE d 0 be (A b Lu 02-06-15 0 ce SHEET REVISION INFO 0 UJ 0 RFI #105059 SV 3-11-15 u 1-- RFI #110332 F.M.46-09-15 Lu En 0 < >- Lu ca Lu Lu < Z SET REVISION INFO �:: Lu 0 ui Lu ce >- < ca ce uj m 0 > 0 (A FRONT WALL OF GARAGE uj U Lu Z SHEET DESCRIPTION 2: ui (n PROVIDE 1 1/2 D x 5" W (n Lu 0 = Lu o RECESS AT GARAGE DOOR SLAB LAYOUT U E W.W.M. PLACED IN UPPER W 1/3 OF SLAB OR FIBERMESH NOTES, SCHEDULES �m- ce REINF. PER PLAN PROVIDE 4 1/2 D x 8" W RECESS 0 < Lu o uj .> U SLAB RECESS IN SLAB < AND DETAILS 1/8" (MIN.) SAWCUT x 1/4 OF 4 1/ Lu I I < BRICK PAVERS ui SLAB THICKNESS SEE Lu Ln < tn GAR. Lu ce uj = = FOUNDATION PLAN FOR LOCATION m 0 (n FIN. FLR. PROJECT NAME Lu GARAGE w V�v) 0 < Ln VIA r///d P///d VA E�� DOOR ce z Lu UJ U 4 ATLANTIC BEACH 0 in .4 UJI _sv SLAB 4 RECESS uj ZD LEGACY WALL PER N uj 5 PLAN UL- Ln a- DUVAL��01 14 m 0 Lu Lu Lu (n LOT/BLOCK 1782 uj F- C) ;� u- SAWC UT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TBI NUMBER� 82 E TO 1,2 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS C(�NCRETE ALLOWS WITHOUT RAVELING MOD'n-/\�� M uj < c*4 < rn 0 ce uj FMNKLIN PLAN VIEW X Lu uj L! = < -- ELEVATION NAME Ln Lu u- SAW CUT DETAIL 2� SECTION @ GAR. DOOR Lu uj � r�� - V) ALL rq a- ce. *. w (n lo��I. N Im < Lu �r- SCALE: 3/4" l'-011 l.N SCALE: 3/4" l'-O" C�l = . P-4 0 F- U F- Lu SHEET NUMBER >- Lu uj (a 0 OFFICE COPY < ui LU M Lu -j AlmN Lu _j C:) fR u- u 0 �ERIAL NUMBER 1010.0 V177 7 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICrED ON THIS DRAWING COMRJES WrrH THE APPLICABLE MINNA BUILDING CDDE IN EFFECr AS OF DATE OF CERTIFICATION BELOW. In u CD 2 4 2015- SEP` Cie. oui ce co 00 SHAN" R.Y*-W-YA�E,AIA 661-811 m u- C:) 1-1011 1-011 0 m 9 47 9 -1011 o X# od. 1-911 1-011 1-011 ce 11-811 81-211 17 3 6 10 m En UJ 0-4 A e ui ce 0 2: = 48" X 48" CONC. PAD th Lu 0 3" ABOVE GRADE = a- ce m co I UJ -J -1 8 8 ui C4 e PROVIDE GAS LINE 0 PROVIDE GAS LINE Lu -i a- R GAS COOKTOP V) FOR TANKLESS GAS ol ui < W.H. uJ :c ca 00 HB+- > o % %I % 0 ui % Nl% 0 Lu % % Lp--------------------- -- ----- ----- --- -------------- --- F % �4 —1------------------ bo 00 0 M :3= tn < t7-; 22 0 3:: ui i Lu T.O.PAD (TYP OF 2) -40 0 > 0 1-011 -1 > Lu 0 ui r2 .�.N C) Lu 0 -JL F a� 0* !;E u Al.N bo ine ULI TYR z U (Q LLJ 0 U) SLOPE @ 1/8" PER FOOT uj =D 0 1-4 U) % Lu 0 X PLO c ce L 16 -1 Lu LL. —1 WOOD DECK L------------- -- L- rq C:) L-J ON STEMWALL Q ce PROVIDE ELECTRICAL' 1-4 C:) I I I I ce u- CHASE FOR ISLAND r2 a>-- LLI F-1 ��.N 0 __j I 1 21- 0 936. 141-211 ce e Lu C> 00 ce U 93- -611 0 A 4" PLUMBING U) m m: LU 0 -0 DRAWN BY T CDLUMN ELEV.-(TYPT. 0 rl! uj ;01 1 1 1 SYROFFITT C13 C) --WA I < ce ce EL7 u. c) M CHECKED BY bo --------------------- % uj ce ------------------------- % S.VANCLEAVE Lu --- ------- ----------------- -------------------------- --- -----------------------I C) 151-411 L SCALE m ui > AS NOTED c) __j _j TYR -611 -1 11 X 17 1/2 NOTED SCALE - — — - — - —- - — - — - - — - — - — - — - -6" -Lr ui (n 4-— - u- 0 0 C:) ce A7.82 _j o 'r FINISHED r R SHEET DATE u r-j 1 7 fF---*1 ce (A NOTE: T�- 111 0-4 1 F 02-06-15 CL L-7 F-D C) E 18" MIN. Q ce ,...S.HEET REVISION INFO Cie o ABOVE CROWN OF ROAD. Lu RFI #105059 SV 3-11-15 WOOD DECK LLJ V) .......... RFI *110332 F.M. 5-09-15 tn 0 ON STEMWALL b--4 M 00 1 Ln (n C) REV. S.P. 8-17-15 LU M -1 co UJ m .-i X: RFI *116681 S.P. 9-21-15 -i ui *m4l ce) ui -------- % SET REVISION INFO LLJ En L---------- LU 19 -J2 ULJ L) ce Joe co C*I) (29 qg Lu -I I V R 4R F Z I Ln C) LU -T- u Lu = SHEET DESCRIPTION Lu ------------------- -----Li---- --------------------- ------- ----------- V) uJ 0 = I --------------- Lu 0 SLAB LAYOUT u $--I =OB Lu PROVIDE GAS LINE ce FOR GAS FIREP CE 1-011 < uj 0 81-211 6 lo Lu U L* 4 1-1011 I-Off 1-1011 Lu 9 50 6 (n _j 7 e Lu < B REVISED ad LU = 661-811 A 0 Lo. E PROJECT NAME ce tf�(n uj ATLANTIC BEACH uj B LEGACY uj :]= 0 I-- u OFFICE COPY ,dj B ;5 =5 uJ 3= (n Lu DUVAL 0 N 0 u- (n ;z 0 Lu SLAB LAYOUT = 0 E Lu P-- ce SCALE: 1/4 I'= V-011 COASTAL LOT/BLOCK 82 n- ;z u- 0 M -- - I Ln 0 TBINUMBE� 82 0 bo M 0 D'H-`-�- uJ 'i NOV 2 0 2015 In 0- Lu FRANKLIN �i x U v--q LLJ 0 0-� I i c> uj Lu ELEVATION NAME P--# uJ u- u LLJ UJ 0 a- (f) COASTAL W b Lu ce u- E < Lu: 3! @--4 a Z� cu u .&-.* NOTE: FIELD TO VERIFY ALL GAS LINE 0- m 0 cu 0 t:; P--4 < (n 3:: IL LOCATIONS PRIOR TO POURING SLAB SHEET NUMBER Lu ce 5 m LU o 3= Lu Co yu ADDITIONAL NOTES, DETAILS & SCHEDULES W (D -'i o u- CAN BE FOUND ON THE Al.N SHEET. u o 4 44 to Q� SERIAL NUMBER 1010.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MIN"BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Ln CD SER 2 4 2015 Lu ce ce a>- _j 00 u ANN'OWM. \rANCL�;�E,AIA B AR 97089 A7.82 U- 661-811 0 = 1-1011 1-011 1-1011 5 9 47 9 0_4 ;J# J. e Ln 1-811 1-1011 lmoll 1-1011 w Lu 0 01 J. 81-211 221-611 L* 12 3 6 Lu ce A/C UNIT #1 (A Lu 0 13, ce 00 ce 1? 00 00 " _J it u- 8 8 W 4 TANKLESS a- 3:: in CIO 0 GAS W.H. 0 j Lu uJ CO > 3 H 0 Lu Lu 00 00 C) WATER Lu SOFTENER cq a 3: 0 My m iz, 8 Lu cn ll� GAS LOOP _>j L U M 51m6 1-011 1-011 <1 1 0-4 0 > 0 COO OP 8 1 11 e > uj LINE OF 0; Lu 0 E r.4 I O� ------- < PVEN C) SECOND FLOOR $14 D�L En -1 U3 < 0 ir— I c:0 GUEST/ ABOVE Lu! ).4 = L) TLIIA' (D; w 00 z ce- uJ Z COVERED �REF 1EDROOM U Ln < 101-011 CLG, 22 x54" ATrIC ACCESS UJ 0 PACE I U-i ::4 9z w a- (n W W = LANAI GO RM�T ui 01 0 101-011 CLG, uj; 04 iW KI un E >_ Ln i�'4 CD z Lu 101-011 CLG c TWO CAR ce let- Lu C> ON 18 uj u_ _j c*4 6 GARAGE 01 _j Z 6 PANTRY % 9'-0" CLG. <1 %0 r 9 111-211 2 61-611 41-611 A* 211-611 u- >0-- 0 uJ 0i __j 0 ca (17 MT Lu! u P-4 - 0� UJ 0 (n 3 4 00 ce U ce 0 H 3 Cl- Ti 10, 0 0 (n A - -0" CLG uJ Ln I _0" CLG. 00 1 U- DRAWN BY ce 0 A7.82 ARCH TOP @ Lu 00 S.PROFFnT Lj W Ui REAKFAS ca I z m � MT -011 81-811 A.F.F(TYP L C) b-4 mm I --�=5 V-4 k7 1) e U.N.0). SEE -.0 M co AREA cn cn DETAIL 1/A3.N ko ce 10'-0" CLG. ARCH I S.VANCLEAVE ui 3= F- SCALE 00 -011 Z Ui ED < > BOX OUTTO MATCH I I I it 10 1 if AS NOTED 131-611 7 -111 3 -011 00 11) __j COL. WIDTH 71 0 ERFD I 1 11 X 17 1/2 NOTED SCALE A tmy IRSi, A7.8 ui (n u_ (n OAK STA FLAT SOFFIT TOP @ MT 0 0 6 EV SHEET DATE _j 0 q— lip 81-811 A.F.F. JY�j -W-1-011 CLG u 10!ff'-CLG 02-06-15 __TIz—- C) HANDRAIL 0 ce �_ s SHEET REVISION INFO i ce 8 �e Z4 b 36" CONTINUOUS ----UNE OF SECOND STOR-1 CD uj 0 1 1 1 RFI #105059 SV 3-11-15 u cn SLOPE CLG. FLOOR En CD 1 1 RFI #110332 F.M. 5-09-15 uj Z (A % mqI cn 0 0 2 En C7% < =:) M M 00 -17-15 Lu b-.4 V-4 (D DINING REV. S.P. 8 co 3:: A3.N CD RFI #116681 S.P. 9-21-15 ROOM 0 _j FAMILY 03 < -0" CLG. SET REVISION INFO M = 0 uu ?�4 GAS Ln ------- 10' STUDY 3: (n UJ Ln ROOM T-4 t? L 0 V) _j LU FIREPLACE 10'-0" CLG. Lu Z < 101-011 CLG :5 u UNDER STAIR 6 ce Ln >_ 6 < ce CD 171-211 2 -711 31-811 131-211 111-411 Ce Lu 10 11 1 .4 11 10 Z 0 > Ln 1-4 0 -1 CA A BOX OUT TO MATCH 3:: (n C> Ln UJ Ln COLWIDTH u r,_% Ln w M SHEET DESCRIPTION m X Lu %J w Lu 0 Z 17.7-77.77. U.J 0 FIRST FLOOR Z %_J 1% Lu E -�-H B 9 W 0 c PLAN ce a- = < LU en 81-211 31-411 111-611 A7.82)151-311 31-411 131-211 61-011 :Loll ui W L -1/1 L - L L J* J_ OR Lu 91-1011 501-011 1-1011 6 (n _j X# Lu (n cn ce LU -811 661 PROJECT NAME C) Lu ?e ce cf� ce < [A REVISED ATLANTIC BEACH OLu z Lu n ,..4 I- - -_ a 6_1 3-. 2: B LEGACY uj m: I- u 0 uJ A7.82 ui DUVAL 0 N a u- (n OFFICE COPY = 0 Lu E = 0 uj P w LOT/BLOCK 82 ;m U- 0 ;m 0 (n TBINUMBE� 82 m 0 CD a AREA TABULATIONS COASTAL mo 0 P FIRST FLOOR PLAN 4 Z UJ �_4 < 'n (A b-A O ;z W SCALE: 1/4 I'= V-011 COASTAL Uving: Ln (n Ce Lu 11 A T-4 �- m ist floor: 11464 SQ.FT. Fr\MNKLIN z 2: CD ui 0 1-4 2nd floor: 11568 SQ.FT. X: ui c 'm uj 1z < Total Living: 31032 SQ. FT. ELEVATION NAME 6-4 u_ Lu Imp al COASTAL Covered Lanai: 208 SQ. Fr. E Lu u_ w 3= P-4 0 cj� F- U Garage: 45 z 2.7 W Covered Balcony: 130 uJ (n Total Area: 31973 SQ. Fr. SHEET NUMBER >- Lu ce �117 LU C) 0 ;z w ADDITIONAL NOTES DETAILS & SCHEDULES a uJ ca m uj __j M _J U- N BE FOUND ON THE A3.N SHEET. -HZ T /ANNON to FF- Tal 1i J7 OT MT ;0 L74 u 0 SERIAL NUMBER 1010.0 'e-Aw 11%0 TO 7HE BEST OF W KNOWLEDGE,7HE DESIGN DEPICrED ON THIS DRAWING CDNKIES WnH 7HE AMICABLE MINI"BULDNG CDDE IN SfWr AS OF DATE DF CERTIFICATION BW)W. Ln SEP-12-4 Z015 - Lu 0 ce 00 SHAN NQN :-IV_ANCLf 'VE,AIA -,A B A001 7.82 u- 0 o Lu 1-911 56 0 yj Joe (n uj 0 1-911 ce 331-811 161-411 6 CIO co 40 00 _j I- lit 1 111 1? 00 0 _j 11 82' 101-72 1-111 00 C4 o J. WI CA, uj A4 TEMP. GLASS SHWR. c1d ENCL. ON 48" HALF WAL 01 ui SHOWER SEAT @ 18 C) u.J 3= ca > o ABOVE F FLRI uj uj U DR & R & SH 00 0 0 En 1 1-8111 Ks qn 06 6 En e 10 uj ATTIC ACCESS—. 8 61-V211 5 81-411 2 -611 >_j uj 2211 X 3211 ca 0 > 0 'Al In -1 > Lu w a a 411 HIGH CURB uj 0 CLG. < W.L C. I ce 100, MASTE T-O" CLG. 00 uj o !TE u 10 D5 BATH Icz - - — - — - —- — - — - --7 3: ce T-O" CL z TEMP. GLA R. Ln W 0 ENCL. TO 4 RAISED Ln w ce 10 ce M CURB uj =:) 0 1,40, 0-4 _I� -loll 21-211 31-10 1-611 3 0-4 8 MASTER UJI ROOF BELOW BEDROOM ce 14 9'-0" CLG. 4 c1`1 uj U- _j PROVIDE GAS _j ROOF BELOW N LINEN 0 LINE FOR GAS 0 1 sTs DRYER U- Vol 0>__ c) L U 6 Ln 00 _j 11 — - — - — - —- — - — - - — - — - — - —— - -611 81-2 - CID 161 1 A ce 0. LL1 C) I— W . 1 D. ce_ u III I UNI ce :11 Pp CL �CEJ 0 0 (n A' hJ L 1 DRAWN BY 2tx: LU — - — - — - -71 2 -61 ce ce A7.82 ' MECHANICAL/ In S.PROFFITT Lu 2 lqq- ...i I I E3 STORAGE CHECKED BY ..c) M CLG (A C) 0*1 ce ch < C .G. uj ce S.VANCLEAVE 00% Lu 0- % SCALE COVERE 2 10 x 0 AIR_____� 11 ce M UJI -1 1 P IDE DRIP > JUMP.:R PAN FOR 11-711 9 C) 11 BALCONY i AS NOTED __j 00 V-4 I I C) 6 I E I CLG 11 X 17 = 1/2 NOTED SCALE 2 -911 2 cq Ln 1r__ .j _j it 11 -1 1-011 OV., -011 Ln rA < -311 5 WASHER -211 p 0 = (D L 131 9 Lu (n q If I u_ (A Ir 0% 6 4 0 0 A7.82 SHEET DATE _j o r4 42" KNEEWAL R &SH ee t; %1 02-06-15 WITH CAP 00%r* 0 ce BEDROOM 4 SHEET REVISION INFO C) D 13 0 1 Im 13 T-O" CLG. M.T. 17 RFI #105059 SV 3-11-1-5 UJI ca I(Zr4 I I 3= T-i I 0 CD OAK RFI #110332 F.M. 5-09-15 Lu Ln �--36" CONTINUOUS % I I lio ce 1 1 (n 0 STAIRS HANDRAIL I Ln 00 P.-.4 -- I I — r.. SLC iPE REV. S.P, 8-17-15 Ln 11 -411 L U M �j., 71-411 31-411 111-211 1 010-1 Lu op ------- 12'-4 1 /8 ' PER FT. LOFT RFI #116681 S.P. 9-21-15 0 _3 BATH 2 Lu 91-011 CLG 00 SET REVISION INFO uj -1 C*4 BEDROOM 3 16 9'-0" CLG. 00% Lu L T-O" CLG. D� _j LU 0 1" 11-2111 14 A7.82 ce (n >_ 10 1- 2 6 1 1 < CL ce ca 31-ill 4 Lh 0 ce Lu - - - - - - - - - - w e-% 31-811 0_ 1-011 171-211 11 3 _1 1 10 > Ln 0 6 In (n �1-6111 0 2 UJI I Ln cn SHEET DESCRIPTION Lu En 4z (D ;w N (n Lu Lu 0 SECOND E RAILING WITH PICKETS c>- ce C SPACED TO REJECT A 411 FLOOR o a < Lu 0 411 111-611 61-8';'-A,,A 7.83) 121-611 SPHERE TOP @ 36" A.F.F-. / 6 1-111 811 BOX OUT TO MATCH Lu L W COL. WIDTH PLAN 1-011 1-911 Lu 50 6 (n b-4 -J < W Lu (n cn UJ M 1-911 PROJECT NAME 0 0 56 Lu ce < rAj;] REV1SER-1,. ATLANTIC BEACH uj m 1-4 B LEGACY uj A7.82 (n U.J DUVAL N OFFICE COPY 0 u- (n 0 uj 3= 0 LOT/BLOCK 82 E UJI ce (AM u_ M 0 0 (n TBI NUMBE 82 AREA TABULATIONS COASTAL M 0 0 m UJ P--, cn (n Living: ;z ce CL LU 1st floor: 11464 SQ.FT. FRANKLIN Ln > T-1 SECOND FLOOR PLAN Lu 2nd floor: 1,568 SQ.FT. CD Lu 2: SCALE: 1/4 I'= V-011 COASTAL U3 < Total Living: 3fO32 SQ. FT. ELEVATION NAME L) LL. uj UJI C) 9 % 0 (n COASTAL ce Covered Lanai: 20 < Lu E 5= U- Garage: 455S 0 Covered Balcony: 130 SQ@ cn IL6 Lu Total Area: 31973 SQ. FTO SHEET NUMBER ce co Lu M UJ o t; 13 u) c) ce uj ca ADDITIONAL NOTES, DETAILS & SCHEDULES 3= _j uj _j M __j w CAN BE FOUND ON THE A3.N SHEET. _j 0 0 U- IN S:H D] 0 tp /Dn11r. "NA 14 L ST, A _f' L ?6! Fl(A7.82 7 ti < C)e �ERIAL NUMBER 1010.0 TO THE BEST OF W KNOWLEDGE,THE DESIGN DENCrED ON THIS DRAWING COMM WrM INE APPLICABLE MINUM BIALDING CDDE IN EFFECT AS OF DkTE OF rMTFICATION BELOW. Ln V-4 I -2 4 2015 CD LU 0 _j 00 -W-VANCLEAVE,AIA SHANNON % AR 97080 m LL- P4 (n 0 UJ o U) ui U) Lu Cie u 0 U.i ce > u') U.J 0 CL 0� co 00 00 C) Lu 00 C4 LL b 4T en C14 S uj CIS cl- VARIE �4 Lu LU co 2�ul- 0 C) Lu 0 0 00 TYP ARCH DETAIL 00 qT ui ce U) to _9� _>j ui z SCALE: 1/4" V-011 0-4 m 0 > uj U) Lu o �4 (A z Lu UJ Lu 0 Lu 0 Lu LL_ _j ;i6l _j 0 ce - 0 6 -911 1 g u- i 11 C>L L U 1-911 C:) 0 _j 5 .111-12" TILE SURROUND co ce BY BUILDER UJ 0 1-911 ce U 3 ce 0 GAS DESIGNER uJ FIREPLACE (SEE DRAWN BY < ce rm MANUFACTURES SPEC, Lu S.PROFFITT U- co CD 1 1 DRAWINGS FOR -�o Z rq DETAILS.) CHECKED BY Lu FINISH FLOOR S.VANCLEAVE U-i SCALE > AS NOTED < 1 11 X 17 = 1/2 NOTED SCALE U- uj U) FIREPLACE DETAIL Ln un 0062 SHEET DATE �_- d 0 SCALE: 1/4" V-011 02-06-15 I wl Z4 b CL 2 SHEET REVISION INFO 0 Lu 0 RFI *105059 SV 3-11-15 U) RFI #110332 F.M. 5-09-15 uj Z w (n 0 0 M< Z REV. S.P. 8-17-15 6-4 INSULATION SCHEDULE Lu M .3:: ui RFI *116681 S.P. 9-21-15 LOCATION TYPE R-VALUE U.N.0 ui < Z�K7RFI J R RFI 4 ui CEILING @ LIVING AREA FIBERGLASS 38 SET REVISION INFO 3:: U) ul U) 0 U) _j LU EXTERIOR WD. FRAME WALLS FIBERGLASS 19 Lu < L WALLS TO LIVING AREA FIBERGLASS 11 W Lu 0 > 0 DOOR TAG U) LU -L—DOOR CALL-OUT DOOR SCHEDULE u ui m SHEET DESCRIPTION 2: w (A u 1 0 Z TYPE SIZE REMARKS 0 UJ 0 FLOOR PLAN 2r U E Lu ce 1-011 1-011 cl. 1 THERMA-TRU INSULATED 3 X8 NOTE a < LU C) ul > u ENTRY DOOR < M :z = 0 AND SCHEDULES Lu 0 -1 m 2 OVER HEAD GARAGE DOOR 81-011 X 81-011 NON-INSULATED RAISED (n P.-I _j Lu < LU = 0 U) 0 PROJECT NAME Lu ce V� 3 FRENCH DOOR (2) 31-011 X 81-011 TEMPERED/EXTERIOR < qu z UJ ATLANTIC BEACH 0 0 0 LEGACY Lu uJ 20 MINUTE FIRE RATED Ull Lu DUVAL 0 N u- cn 5 NOT USED C) lu Lu LOT/BLOCK zjj 82 E (n M 6 HOLLOW CORE DOOR 21-611 X 81-011 C.L Z 0 q> 0 TBINUMBE� 82 7 HOLLOW CORE DOOR 21-811 X 81-011 M -611 X 81-011 z t o 8 HOLLOW CORE DOOR (2) 21 MOD < 'g U; 0 ZP W INDOW TAG U) Lu WINDOW SCHEDULE CST 9 HOLLOW CORE BI-PASS DOOR 51-011 X 81-011 Ln �w FRANKLIN WINDOW CALL-OUT mulmseen z I C=� U.J 10 HOLLOW CORE DOOR 21-611 X 61-811 Ktav JaGu r*-i 2: uj LLI W = < TYPE SIZE REMARKS ELEVATION NAME f n 6-4 U- 11 HOLLOW CORE DOOR 21-811 X 61-811 r-j ;'g U Lu W 0 A SINGLE HUNG 26 3611 X 7511 VINYL/LOW-E/EGRESS 12 HOLLOW CORE DOOR (2) 21-011 X 61-811 ALL cl E <.ui 3:: U- B SINGLE HUNG 24 3611 X 49 5/811 VINYL/LOW-E 13 HOLLOW CORE BI-PASS DOOR 61-011 X 61-811 U) M m: 4 0 w 79-r C SINGLE HUNG 26 (2) 3611 X 7511 VINYL/LOW-E/EGRESS 14 HOLLOW CORE DOOR 21-411 X 61-811 Lu < c uj 'o SHEET NUMBER >_ a M W �_ D SINGLE HUNG 25 3611 X 6211 VINYL/LOW-E/EGRESS 15 GLASS SHOWER DOOR 21-011 X 61-411 TEMPERED ra .c) E SINGLE HUNG H34 25 1/2" X 49 5/8" VINYL/LOW-E 16 HOLLOW CORE POCKET DOOR 2f-411 X 61-811 C.') uj co ui :3= Z WE A31 N _j F FIXED GLASS 3211 X 1611 VINYL/LOW-E 17 FRENCH DOOR (2) 21-611 X 61-811 TEMPERED/EXTERIOR uj m _3 0 -i U- _j 0 0 U- G FIXED GLASS 4811 X 6411 VINYL/LOW-E/TEMP [L8 HOLLOW CORE DOOR (2) 21-011 X 81-011 ERIAL NUMBER 1010.0 TO THE BESr OF W KNI THE I)EMN DEPICrED ON THIS DRAWW MMM WM THE APPUCNU MINI BUILDING Al NOTES: CIDDE IN UI AS OPOATE OF CWTVnTION 811M. Ln V-4 ROOFING PER C> CONTRACT (TYP) PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY 24� 2015 IL INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS :LIU= NOTED OTHERWISE. < LOUVER < FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION. 00 \7 "CORAL-LIGHT" OR EQUAL PRE-FINISHED SHANNON' ft.��LEAVE,AIA ............................. 5.3.8 AR 97080 FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. m U- U.N.O. PI 0 HEEL HGT. HEELHGT. PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM o I< u u u u u u u u u _-4 u u I FACTORY INC. OR EQUALf AND INSTALLED AS PER MANUFACTURER SPECS. PLT. HGT. % ................................................ ........................................................................................... .......................................................�.l L PLT. HGT. U) 7v; mm. ...... .. ......... .. ..... ......... ..... ..... ......... ..... 4 ru N..4. ......... ....... ... ......... .... ...........-...................................-.......... Lu -511 3 TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST im ............. ............................................................... .. .............................I............... ................................................ ............................................... 5.2.8 a- i� :", .. ....................................................... INTO THE UNDERSIDE OF THE OPENING. co .............. ............ E I............... ............................... .. ..................................................................................................... ce .............. ............ 0 uu _j LL- 1_j .40 1�3 ................... .................... ................ ....................... ............. ............. ........ ...........................I................ .............................................................. ................... ............... 5:iI - I - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO .............. ................. ......................I.................... ui 1�0 3 .......... ...V.- cid �5.3.8� ............ ........... ......... ........................................ . ............................................................. ......................... k — p.4 BE FAUX WROUGHT IRON ALUMINUM. uu 2 ..... ...... .... ..... .............................................................. ........ ............................................................................ ..... ... . ... . .... ..... ..... ...... ..... ..... ... ..... .. .... ............ .. ......... L; THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY 0 ui ,...............v ui 00 > ---- 5.2.8 uj MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. U n 0 M SECOND FIN. FLR. 1-1 -1 A V �_A IA 1-11-1111 Us. IIIIIIIIIIIIIIIIIIIIIII ECOND FIN. FLR. 00 -—--—-—-—-—-—-—-—-—-—-—- 3:: PLT. HGT. UB-CONTRACTOR/ MANUFACTURER ND THE ARCHITECT/DESIGNE IN 8 Lu -—-—-—-—-—-—-—-—-—-—-—-—-—---- —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—--—- > EEL HL-2 I CD i Lu Z --—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—----— WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND 0 > 0 ri ri ri Ll ri r-1 —-—-—- C*4 > ui GARAGE ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH ui 04 LIGHTS WITH TOLL BROTHERS P.M. z Lu _3 w 0 C�l >t-I a- V) CD j ce C> m: C:� ASPHALT SHINGLE U ad = I - Zn c) -1I 3ui =:) C) -1 "2.1 :: a. P..4 bo ON 0I = ROOF SYSTEM Lu Lu .............. .............................................................. .................................................... PI 0 c; 0 a Ai 10 __j Lu U_ __J _j z 1-6 �L 11 111 111 N FIN. FLR. /-k /-k ................... 1�f 0 T_ P o L u- a>-- o uJ 0 CL —i co u w 1-4 Lu 0 8 10- "2.1 5.2.8 0 0 (n m Lu DRAWN BY ce (j u! Lu S.PROFF m ft. b-I Z CHECKED BY ce uu ce S.VANCLEAVE LU FRONT ELEVATION 0- L SCALE >_ w SCALE 1/4 COASTAL M ui AS NOTED 11 X 17 = 1/2 NOTED S ui (n U- in ff% 0 0 T52 SHEET DATE d ROOFING PER 02-06-15 l8el (4b 0- 09 Q ce t.- - SHEET REVISION INFO W o 'm 10- LOUVER Lu 0 RFI *105059 SV 3-11-15 jjjjl�,,� RFI *110332 F.M. 5-09-15 ui M (n kAr. -2 T ...... ....... ... ................ �::*................................... .......... ............. ........... REV. S.P. 8-17-15 < Al ...................I I::::...................I ......................................................................................... ...........::::........... ........... Lu ----------------- Lu ........................ ............................... .... ........... ....................... .......... RFI *116681 S.P. 9-21-15 Lu = 0 Lu SET REVISION INFO Ln Lu (n 0 V) _j LU 3 HEEL HGT. 5.2.8 —-—-—-—-—-—-—-—-—-—-—-—-—-—-—- -—-—-—-—-—-—-- ad Lu PLT. HGT. i u u u u u u u 13 13 u u u u u u u u u u C) > %_ - ...........I.................................... I 0 ......................................... .................................................................I......................................................................... ........................................................ ...... ... ........ ------- 3: C:) UJ -r- 2� u m, I \ j 1 2 w M 1 1. '\ I TYP SHEET DESCRIPTION LuV............................ .......... ...................................................................................................................................................................................... X ui in ............................ ....... Lu 0 .................... <1 FRONT, SIDE 6� ...........................................................I..............I..............I...........................................................................................................................................................I........... ce ELEVATIONS & ........................................................................................................................................................................................................................................................................................ < ui C) 5.2.8 Lu � > U Al NOTES .................... .................. IL ui 0 —1 z (n 6-4 _j ...............*......... ..................... ..................... ............................................. ............. ...... ............. -------------------------------- L U) U UJ m0 V) 0 Ah SECOND FIN. FLR. .................................................................................................................... .................... PROJECT NAME ui -—-—Z—- -—-—-—-—-—-—-—-—-—- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- 141/ 7-7- --------------- TI BEACH uj ;z Noll 11.1ol N., 0 a II CD 14 LEGACY Ui :]= uJ PLT. H X Lu @ GARAGE (A DUVAL 0 fu 0 LOT/BLOCK 82 E U-j ce C> CL U- Ko 9 0 (n w__4 - TBI NUMBE� 82 z c) i4, 0 5.2.8 C) co c� C) T-4 m BID M 0 DEL-^-� Lu w 0 Ce Lu < Ai Ln FRANKLIN c..) uJ ------ Lu T_ j Lu U_ Z < ELEVATION NAME LL_ FIN. FLR. r,j 0 h 11 11 11 11 11 1 1 uj ............. COASTAL 0 . C'c Ui E U- 0 4" HARDIE EVISED L 1X3 BOARD AND TRIM (TYP.) U) < SHEET NUMBER Lu �5.2.8� BATTEN SIDING Ko�7 rs I I uj 0 Z uJ ro �5.2.8� ��2.J1 �5.2.8� o 2: RIGHT ELEVATION 11 1-011 w SCALE 1/4 1 COA.STA ce ui co OFFICE COPY Lu -i 0 0 u- /SHANNON'nVMI'C�EAV AI 0 0 PERIAL N C3 UMBER 1010.0 TO THE BEST OF W KNOWEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLEES WrM THE APPtICABLE MN"WRDING CODE IN EFFECT AS OF DATE OF4MWTION BELOW. Ln T-1 m ROOFING PER N15- al LU C) 0 co a>-- _j 00 .......... ....... ............. uIii— .................... ........... _:::mor: SHAM&M-VANCLEAVE,AIA ..............* .................. .............................................. 3 AR 97080 5.2.8 -------- -- ------------ M u_ C) Al 2= 4h HEEL HGT. -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— o —-—-—-—-—-—-—-—-—- i u u u u u u u u ILI u u ILI u u ILI u u u PLT. HGT. // dmV) ..........*..............-..........*...... ........... ........... . ..... . 0 Luc3e ................................................................................ .................... ............................................................................ ........................ .................................................................................................................................... .......... ..................... LLJQ ............................................................................................................................................ ....................................................................................................................... ........I............... ....................I....................................................................I....................... ................................ ..................... P. rl 2 CL ................... ........................................................................................................ .......................................... ....................................................................... ............................ ....................................................................-.......... ...... .... 2 1 00 m ................................................................................................................ .................... ........................-................................... ................................................ ................- Typ. 00 co .......... 1 3".8 2 3:1 00 C4 0 Lu _J 2 LL. I= 0 "2.8 1.4 IM &--I ", ............;;;�;.. ................. ............ .................................................................. ......................... ................................................................... ................................................................................ ..................... Lu cal .... ....................... ........ .... ............. ...... ......... ... .....� . ........... c- 3: E-.4 'q-, 0 --------- ---------------- 0 000 _5 Lu FLASHING .............1, ................................................................................... ....................................................................................................................... ......................... ..... HARDIE CORNER LU 3= Co A . " > o .......... .......................... ...... ............ ....................... .......... Im (TYP.) Lu % ED Lu ---------------- 00 0 ...............................-........................................ kn ... .. .............................. ................................... ........................... ------------------ Z! 7 Ln------ -4 o� C4 -HEEL H Ta 5.2.8 -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—----—-—-—-—-—-—-—-—-—-—- - - Lu --—-—- > ce ar ib A I Lu C) ul 0 > 0 8 ui o r-4 P HGT. u ILI u ILI u u u u 5.2.8 Lu LIS I ce Lu uul c) d- (n CD ce Z V-4 C) Lu viiiiiiiii 0 4 P-4 A 00 U.J M. < X: Al ce N..4 I I - ]III j 11 600 1 1 UJ U- _j _j Ah Ah FIN. FLR. C) IL /-L &_ '4,/ oLA_ Lu 0 0 _1 a- ca L) W ., Lu C) U) BATTEN SIDING - W L) M < ce 0 r8 5� 0 0 DRAWN BY 5.2.8 ce ce ROOF SLOPE PLAN SLOPE: 6/12 U.N.O. S.PROFFI L5 U-1 "�2' REAR ELEVATI N m co SCALE 1/4 11=11-011 COASTAL SCALE: 1/8 V-011 COASTAL Z in CHECKED BY U) 0 ;z ce S.VANCLEAVE U.J L'u SCALE >- PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO VERIFY LOCATIONS co < > AS NOTED _j 0 --ij 1 11 X 17 = 1/2 NOTED SCALE 0 U- 0 SHEET DATE _j ce U 0 02-06-15 w (4b ROOFIN PER LOUVER Lu CONTRA (TYP) ASPHALT SHINGLE SHEET REVISION INFO - C:) = i 0 #105059 SV 3-11-15 ............. LU Co :'*.*..'.'.".'.'.'....".'.*.......... ROOF SYSTEM ............ *............ .................. ...................................................... _-d............................ RFI #110332 F.M. 5-09-15 ..........I............................................... ..... ui ;-M (n U) C) (D ........................................................................ ..... ..................... .......... ............ ..... ................-1...........I........................................................ ...... ............................. 4 ....................................... ............................ A -17-15 REV. S.P. ................................ .......... ......................... uJ Z >_ co UJ co 3 RFI #116681 S.P. 9-21-15 __j ROOF VENT CALCULATION : uj < o 5.2.8 m 0 LU SET REVISION INFO 0 cn ui ui HEEL HGT. 2,275 sq. ft. CEILING AREA 15.16 sq. ft. (REQUIRED) M < :3= —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—--—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— —- LLJ u Iiii- .- ___ _-_� 150 u u u ILI u ILI ILI ILI u u u u u Li Ll ILI ILI u ILI u u u ILI u u ILI u PLT. HGT. co 1^1 N, ce ui 11 > -511 0 0 in r2 LU -i- u rl 1% w Z 1�!Ll J1 SHEET DESCRIPTION x ui cin cin ui 0 a ui 0 REAR, SIDE Cl z u r6 ui 8 9 W 0 ------------ 00 �5.2.8� ELEVATIONS AND ui 0 UJ u ------------------4 ROOF SLOPE PLAN Q Lu _j aiiii-4 __j Q Lu < lu 11 W 3= Zr '4\ I I - - 4,/-= fnl,"- PROJECT NAME H EEC HGT. I- ( 1-1 0 _4- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—----—-—-----—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—------—-- --—-—-—-—-— -— —- -— C> C:o my ATLANTIC BEACH HGT. r4 ui 0 LEGACY 9 ui uJ 5.2.8� UJ DUVAL LL- z c"i uj 82 LOTIBLOCK C)o I u_ C) C> co 0 TBINUMBE 82 CL. co -0 co - M 0 D ui Al 0 0 ce UJ < Ln FRANKLIN > (=> UJ ui M a � 11 T_ 111 11 1 �1 11 1 't 1� 1� 1, 1 1� \ 1 11 11 .': 11 ' 1 FIN. FLR. W m —-—-—- —-—-—-— rph rh A r% r& ELEVATION NAME u_ U.1 z U.J 0 m oj 0 V) COASTAL uj E < Lu �:: M 4" HARDIE CORNER BOARD AND BATTEN SIDING TRIM(TYP.) m 0 r5 7 8 4 I--!m EVISED l < (n LU SHEET NUMBER W co 1�1 1.2.8 > UJ �2.1 5.2.8 ro uJ LEFT ELEVATION w co SCALE 1/4 1 0 COASTAL OFFICE COPY (D UJ -J __j 0 0 u- ASHANNO' .2.8 Ty Ahu to FEEOV I I F[A E It u 111- 0 Cj�.o �ERIAL NUMBER 1010.0 TO THE BEgr OF W KNOWLEDGE,THE DESIGN DElW`ED ON THIS DRAWING CONRIES WrrH THE APPLICABLE NINKM MWING CODE IN EFFECr AS OF WE OF CERTIFIrATION BELOW. Ln r-4 z ce Lu 2ND FIN. FLR. 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ERIAL NUMBER 1010.0 'M PC Wr(W W WWMGE,'ME DESM DEM-M ON MS mwm commm wm 7HE Mpucqu Him"e=w ELECTRICAL SYMBOLS LEGEND CME M EFFEU nMMTE QF MEKA"REM. z 2 4 2 015 CD SINGLE RECEPTACLE DUPLEX RECEPTACLE 240V RECEPTACLE !E SWITCHED RECEPTACLE >0- __j QUADRAPLEX RECEPTACLE 0 SINGLE FLOOR RECEPTACLE SHANNON44'.--VANCLEAVE,AIA DUPLEX FLOOR RECEPTACLE AR 97080 SWITCHED FLOOR RECEPTACLE 0 U- 99 QUADRAPLEX FLOOR RECEPTACLE o = GFI GROUND FAULT INTERRUPTER 5 WP WEATHERPROOF GROUND EP ELECTRIC PANEL 3= Lu ce Lu 0 -W- C-UNIT #1 VP VAPOR PROOF Eel CL co El RECESS INCAND. (EYEBALL) FIXTURE 00 ce en 0 _j U- SINGLE FLOOD WALL MOUNTED ui TANKLESS GAS FOR HOOD _j WP WATER HEATER WP DOUBLE FLOOD - WALL MOUNTED uj < 1 GFI G F1 E.M. ................................................................... ca VENT H B---i 0 SOFFIT MOUNTED 0 ....................................... Lo ........................................... ......................... 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ME PHOTOCELL - SOFFIT MOUNT REV. S.P. 8-17-15 cn 0 LD Z PHOTOCELL WALL MOUNT FAMI ui RFI *116681 S.P. 9-21-15 Ca Lu .......... Iry Room ELECTRICAL PANEL u.j < Ck SET REVISION INFO r7= z uj SPEAKER WIRE FROM TOP OF WALL 3r. 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Ln V-4 z al d) SINGLE RECEPTACLE SER 2 4 2015 DUPLEX RECEPTACLE uj 240V RECEPTACLE /0') SWITCHED RECEPTACLE QUADRAPLEX RECEPTACLE 0 -v SINGLE FLOOR RECEPTACLE SHANNON-M. V,6NQLEAVE,AIA DUPLEX FLOOR RECEPTACLE AR 97080 61 SWITCHED FLOOR RECEPTACLE z u- o a QUADRAPLEX FLOOR RECEPTACLE z Z o GFI GROUND FAULT INTERRUPTER WP WEATHERPROOF GROUND z 4 0 X: EP ELECTRIC PANEL ui ce ch uj 0 VP VAPOR PROOF ime ca ce E] RECESS INCAND. (EYEBALL) FIXTURE 00 0 ui 00 (14 u- SINGLE FLOOD - WALL MOUNTED A O� 0 � 0.4 P ui w cli z A-I\ ui < -'qr DOUBLE FLOOD - WALL MOUNTED uj :1= ca > o ........................................................................................ ....................- ......... ................................................. .......................................................... ........... �=�= `*"''--'- ...... 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METER < ce 0 a -Us ROOM It, J I ......................... GAS CO. METER DRAWN BY z W ce ce. LLJ S.PROFFITT ca 0 SD/C0 SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR z ............... LAUNDRY CHECKED BY S.VANCLEAVE .............................. ........................................................ ...................... .............................................................................................. ............... ........... V�o z SMOKE DETECTOR ce ui ce- GF ..... ....... ................. .......... .......... ......... .......... ......I $ SINGLE POLE SWITCH ---------------- ..............------------- ------ Ui T .......................................... ... . ......... ......... .......... ......... .................................................. ............................................... ............... ..... ............................. .... 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LLJ < Lt-) F- > FRANKLIN '_4 z 61 LLJ Cl 2: Lu Z Z ELEVATION NAME UJ u- LLJ z U b o Lu ce n Lf) COASTAL < Lu E 3= LL- U P z 0 Z LU SHEET NUMBER wn c a REVISED ui 0 Z uj o (A Ln 6 ow ui co :3= z _j OFFICE COPY 0 ui __j Z -i F---4 0 0 u- /SH A tp Ax u o Q� SERIAL NUMBER 1010.0 TO THE BEST OF MY WOKEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WM THE APPLICABLE MINDR114 DIMING CODE IN EFFEa AS OF DATE OF CERTMTION RLOW. CD C'4 ice TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING LU 1. INTEGRATE INS FALLATION OF WEATHER RESISTIVE ca BARRIER WITH FL SHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER 15 >= i RESISTIVE BARRIER & _j 2. SCORE & FOLD EATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 0 p THROUGH FLASHING BARRIER TEMPORARILY SECURE u HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY SHAN N OZ.NAK'llh�E,AIA 4. INSTALL HEAD :LASHING UNDER WEATHER RESISTIVE SECURE WEATHER RESISTIVE WEATHER BARRIER BARRIER ABOVE HEADER TO RESISTIVE EXTERIOR ILIL_ ALLOW FOR FLASHING BARRIER SHEATHING 1-40 5. FOLD WEATHEF RESISTIVE BARRIER BACK OVER HEAD INSTA LATION 611 NOTE: CLEAN OFF oo� z WEATHER TAPE SILL PAN ANY DEBRIS 5 FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE B F RE APPLYIN i._4 (A RESISTIVE 2. INSTAl HEAD FLASHING UNDER 2 (n ev BARRIER WEATHER RESISTIVE BARRIER ANY SEALANTS. En (ASSEMBLED --ol 0 U.i 3. FOLD EATHER RESISTIVE _n -n WINDOW ) ........... SILL PAN . ............ LOU- ......... . .. .............. BARRIER BACK OVER HEAD 2 . ............. ... ...... .......... ce FLAS ING AND SEAL WITH TAPE u� 0 P-4 00 cN 2 z U- A 7 0 0 -LIQUID APPLIED 1.4 FLASHING ....... . ...... MEMBRANE MIN. . ........... u.j ice ..... ................ .. ............ 11 Do NOT FLASH E Ov z LIQUID APPLIED 9" WIDE 0 ER BOTTOM _j Lu i F09KIW MEMBRANE LU ca CORNER ......... ........... . ..... ..... > 0 NAILING FLANGE Lu PATCH Lu SEAL WI T CONTINUOUS BITUMINOUS tp t:; z NOTES: INSTALLAT .............. 3:: 0 FLASHING FULLY ADHERE TO u.j .......... . .. ...... -ADHESIVE TYPE ........... .......... 1. FLA 'HING TO BE FLEXIBLE SELF ce rn WOOD SUBSTRATE OVER LAP ........... >-i US 0 "t. (MIN. 611 WIDE). CONFORMING TO AAMA 771-07 eA FLASHING ADJACENT BLOCK MIN. 6 0 a�j C) FLASHING > .. .... LLJ 0 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF 0.4 ......... WINDOW SILL PLATE. c u.i < r-% PRE-CAST SILL NOTES: z (A 4z ........ 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. Lu yj I.. ....... 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 611 WIDE) 4. IN 'ALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED CONFORMING TO AAMA 711-07 uj 0 v_4 O.-JI . ........... BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 0.4 Z Lu ..................... 0 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS Lu uj ............... 0 3. MECHANICALLY FASTEN AS NECESSARY 0 0 EXT-2 Ty Uj _J 1e"'EXT-1 PICAL SLIDING GLASS DOOR FLASHING DETAIL PICAL WINDOW FLASHING DETAIL J-. 0 �2 1— 0 �P3 N.T.! (EXT-1) N.T.S. (EXT-2) u- 9 OPTION -A 0 LH UCCO RAKE JOINT AT WINDOW LIQUID APPLIED toj a- M Ce P.-I MEMBRANE 0 (n PERIMETER CAULKING ce 611 FLASHING 0 BE SECURED DIRECTLY TO T ".TURE AS DESCRIBED DRAWN BY .......... CONT. DRIP EDGE ce ON P PROVAL CANT STRIP M. STRICKLAND L j W_ Lmu ACROSS DOOR HEAD TO DIVERT RAIN WALL PER PLAN WALL PER PLAN CHECKED BY %.0 M ....*.*.*.*.*.*.*.*.*.*.*.*. FLASHING DETAIL SILL PLATE ..... .............. RED 0. SWAFFORD ce . ............ AT ARCH WINDOW FRAMING L'u -3 (ExT SCALE >- ce \—RAIN DRIP ce 0 uj SEE NOTE #2 D N.T.S. EXT-3 22 X 34 SCALE AS NOTED ca > REGLET EXT:RIOR L* 0 DOOR \N1 lIX17 = 1/2 NOTED S uj U) WALL SHEATHING EXTERIOR u- rn P.T. WOOD BUCK SET IN 0 �cne WITH WEATHER WINDOW SHEET DATE d 0 RESISTIVE BARRIER CONTINUOUS BEAD OF 4 b -INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED ul a- 0 g ON PRODUCT APPROVAL TE: CLEAN OFF SHEET REVISION INFO 0 ce �_ NOTE( NOTE: 8� 0 z 1. F SHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 611 WIDE) DRYWALL DEBRIS Lu >- 0 E APPLYING ca u co FORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR LANTS. Lu cn DOORS THAT HAVE NO IMMEDIATE OVERHANGS NOTE: Ln 0 0 2. INSTALL SILL FLASHING AS SHOWN ABOVE WINDOW BUCKS A CAULKED 1.-i Z ABOVE THEM AND DOORS THAT HAVE A SECOND En STORY WALL ABOVE THEM. TO WALL & WIN M S CAULKED zw E�THER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS AT INTERIO ERIOR PERIMETER Lu in M m 0 Lu SET REVISION INFO 3: Lu %Fl 0 LU W ERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW ICAL WINDOW ce :5 a- ca HEA ce (EXT-5 EXTERIOR OPENING OR BEAM (E 6 D DRIP DETAIL HEAD DRIP DETAIL -8 ]AM 3 SEALANT DETAILL > C) 1�q3 N.T.S (EXT-5) N.T.S. (EXT-6) D3 N.T.S. (EX 3 N.T.S. (EXT-8) 3j.. (A 0 LIQUID APPLIED U) MEMBRANE MIN. SHEET DESCRIPTION LU z X: Ly li Mut Lu 0 Lu 0 STANDARD z uuj g ce NOTES & DETAILS ca ce a- z SEAL W AT 0 < Ui C) LIQUID APPLIED INSTAL ul I.- MEMBRANE z z X: Lu z COURSE STUCCO ON 8" CONC BLOCK WALL 1) - #5 10�ONT SLOPE W/ #5 IN GROUT FILLED CELL W/ ce uj DRILL & EPDXY #4 @ 18" O.C. 0- 0 U) m MIN. 30" OVERLAP. ALTERNATE r PROJECT NAME Lu % HOOK BAR DIRECTION (SEE CHART & BEND DOWN INTO STAIR. ce V�u) 0 ce < z FOR SPACING) WALL PER PLA 0 UO-J N'fl CONC. STAIRS 1 4 00-1 1 .I-_ SECONDARY PO PRE-CAST SILL Lu SITE WALL S LE Lu UJ HEIGHT FOUNDATIO INF. DOWEL O.C. < 0 u- U) SIZE (W SPACIN LS BEND 0 L T U- 8" CMU STEMWALL w/ 0 STAIRS. LOT/BLOCK E P ce 0 01-011 to 41-011 21- #5's CONT. 56 O.C. U- 0- 1 #5 VERT. HOOKED INTO m C) 0 0 If 11 O.C. ld- lc� 0 cn 1-011 FOOTING @ 40 TBINUMBER cn im- (A ;z 11-* 6 (4) #51s CONT. 48 O.C. BEND #5, 21-011 INTO SLAB 1 1-0 MIN. 0 If 1;4 x 11-411 1(4) #51s CONTj 32 O.C. MODEL Rld- 0 (TYP.) 61 5" METAL FLASHING STEP OR z uj GRADE 4 < -n 4* R BETWEEN CONTINUOUS OFFICE COPY 0 < ul Ce Lu GRADE FLASHING AND SHINGLES FLASHING ALL qd- r— Q. X: < > RUN KICKOUT zo 1.-� >. CD uj uj 0 m C4 2: FLASHING 6" PAST LIQUID APPLIED ELEVATION NAME u.j 1-00 Lu u- - 4 16 EDGE OF ROOF ER PLAN MEMBRANE cq Lu PAVERS AT ALL g 4 PLAN VIEW (n AREAS, TYP. ly- WINDOWS TO BE INSTALLE Lu 3:: < U- Lu FTG. EXTEND TYP. FTG E < = - JJII� PER AAMA 200-09 > z 0 SEE CHART FOR IDTH, SEE STAIRS & PROVIDE v 0 :3= P.i Z t:; %. Lu FOOTING SIZE AND DETAIL FND-3B #4@ 18" O.C. E.W. SHEET NUMBER 3:: !Q ca REINFORCEMENT INFO AL ROOF TO cc inzLU �_ "0 X Imu"Y PICAL CM U 12 F_ .0, 2: -_�-q PRI EXT-1 "X NDOW FLASHING DETAIL Uj CQ LU KExT VACY WA.LL (STEM 0 CONCRETE .3TAIRS ON GRADE LL FLASHING DET (E T-4 WI F_ z _j u 1� D3 = _1 W (EXT-9) (EXT-10) (EXI 11.1 Lu 0 0 u- SCALE: 3/4" l'-011 SCALE: 3/4"=l'-O" N.T.S. D3 N.T.S. (EXT-4) u ERI AL NUMBER 1009 E ............ ............... ............... TO THE BW OF W MOWLEDGE,THE DESEN DEPXTED ON THIS ROOFING PER CONTRACT ON (2) DRAW=CDNPUES WM THE AQPUC40LE NINNUM BLMDMG CODE Di EFI`ECr AS OF DATE OF CMIFICAMON N&OW, Ln LAYERS OF 7/16" SHEATHING CD (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) SEE PLAN uJ C) 2 X 6 W/ 2" DIA. 0 ", 15 A C13 ROUND VENT @ u 11 O.C. 24 0 A v METAL DRIP SHANNON M;0iNCLEAVE,AIA EDGE AR 197080 CARIBB :.AN CLASSIC COASTAL SHINGLE 1X4 FASCIA m U- C:) \—CEILING INSULATION 2"- (SEE ENERGY CALCS.) .< , SOFFIT LEGEND N.Tesm 2X6 RAFTER TAIL @ 241, O.C. 1/2" RIGID GYPSUM BOARD ce DBL. 2x SYP. WD. En u, 3/8" CEMENTITIOUS TOP PLATE SOFFIT ce 00 0 2x SYP. #2 WD. STUDS CA UL_ FINISH MATERIAL en @ 161, O.C.f TYP. a$ ui ce PER ELEVATION 0- 3: a a z WALL INSULATION Lu < 1 X 6 HEAD TRIM (SEE ENERGY CALCS.) uJ m: ca > o E -n 2x SYP. #2 WD. HEADER u UJ Q 0 :3= -SEE SCHEDULE 00 00 0 3:: 0 SCHEDULED WINDOW ui BACKER ROD > (SEE FLOOR PLAN) V" i ui z AND SEALANT "S 0 > 0 WINDOW ATTACHMENT Elul' t E 5/4" SILL COMPLIANT W/ FBC-R C) 2x SYP. #2 WD. STUDS @ C) LU e-% 1 X 6 APRON 0 161, O.C., TYP. < z Lu ce LU EXTERIOR STRUCTURAL > u (n SHEATHING AS REQUIRED WALL INSULATION 0 -1 124 21- BY FRAMING DETAILS (SEE ENERGY CALCS) w a� 0.4 R-1 0-4 WATER RESISTANT BARRIER o �J_ >- ,!� M U.J (2 LAYERS REQUIRED) CONNECT WALL PER gg 0 < P-4 POLYETHYLENE HOUSE WRAP FRAMING DETAILS c 0 OR APPROVED EQUAL SYSTEM U-1 u_ -i C-4 FINISHED BASE MOULDING 2x SILL PLATE C:) 3/411 GYPCRETE (OPTIONAL) qk 0 U- 2x RIBBON FASTENED TOP OF TO FLOOR TRUSSES PER 3/411 THK. T&G SUBFLOOR FLOOR 0 o L4 TRUSS ENGINEERING TRUSS ol: uj 0 (n % 0� u ;z ROOFING PER CONTRACT ON (2) < ce 0 ol o cn LAYERS OF 7/16" SHEATHING Ln ui LU DRAWN BY (CONTRACTOR TO PROVIDE PRODUCT ce APPROVAL FOR ROOFING SYSTEM) SEE PLAN < D. KRAMER z o M WAINSCOT/TRANSITION CHECKED BY 2 X 6 W/ 2" DIA. BATT I N S U LATI 0 N Lu 2x RIBBON FASTENED S. VANCLEAVE 3: Lu ROUND VENT @ 11 O.C. TO FLOOR TRUSSES REQUIRED OVER GARAGE 24 ce PER TRUSS ENGINEER (SEE ENERGY CALCS) SCALE ca < > METAL DRIP 22 X 34 = SCALE AS NOTED _j o DBL. 2x SYP. WD. TOP PLATE EDGE 11X17 = 1 2 NOTED SCALE Lu 1/2" RIGID GYPSUM BOARD U- En 1X4 FASCIA C:) ... . . . . . TRUSSES (VERIFY W/ TRUSS SHEET DATE d �—CEILING INSULATION ENGINEER FOR TRUSS LAYOUT) U, c4b (SEE ENERGY CALCS.) ,3- a g 2X6 RAFTER TAIL 0 ce �_ 11 O.C. 1/2" GYPSUM SHEET REVISION INFO 0 m @ 24 1/2" RIGID GYPSUM BOARD WALLBOARD ON STUDS 0 LU DBL. 2x SYP. WD. W/ WALL INSULATION 3/8" CEMENTITIOUS a TOP PLATE (SEE ENERGY CALCS) uu M Ln SOFFIT 1 X 6 HEAD TRIM cn 0 0 2x SYP. #2 WD. STUDS FINISH MATERIAL @ 161, O.C.f TYP. PER ELEVATION :j L WALL INSULATION HEADER SEE FRAMING Lu < in in 1 X 6 HEAD TRIM PLAN FOR SIZE AND DEPTH Z 3= 0 uJ (SEE ENERGY CALCS.) SET REVISION INFO �: W Lu V) 0 (n LU = 3= 2x SYP. #2 WD. HEADER Lu ce -SEE SCHEDULE ca. ce LU Z 0 > 0 0 BACKER ROD SCHEDULED WINDOW BACKER ROD SCHEDULED WINDOW LU AND SEALANT (SEE FLOOR PLAN) AND SEALANT (SEE FLOOR PLAN) u SHEET DESCRIPTION LU Z 5/4" SILL WINDOW ATTACHMENT WINDOW ATTACHMENT 2: Lu Ln 5/4" SILL w Lu 0 Z COMPLIANT WITH FBC-R COMPLIANT WITH FBC-R 0 Lu M U 1 X 6 APRON 1/2" GYPSUM BOARD ON 1 X 6 APRON 9 Lu /2" GYPSUM BOARD ON >_ ime 0 STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION STANDARD ca ce 0- z EXTERIOR SHEATHING TO EXTERIOR SHEATHING TO 0 < Lu C:) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) NOTES & DETAILS Lu > u cn < OF THE FOUNDATION, 1/411 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/411 0 2x SYP. #2 WD. STUDS 0 GAP BETWEEN FOUNDATION @ 161, O.C., TYP. GAP BETWEEN FOUNDATION @ 161, O.C.f TYP. Lu AND SHEATHING AND SHEATHING lCe LU 2x P.T. SILL PLATE 2x P.T. SILL PLATE 0 PROJECT NAME 0 WATER RESISTANT BARRIER WATER RESISTANT BARRIER &.-I CONNECT WALL TO FOUNDATION CONNECT WALL TO FOUNDATION t=n (2 LAYERS REQUIRED) (2 LAYERS REQUIRED) w z Lu PER FRAMING DETAILS PER FRAMING DETAILS On POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP in OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE g 0 SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE 0 Lu FLASHING FLASHING U.J FINISHED BASE MOULDING FINISHED BASE MOULDING 0 u- cn /dkMAIN FIN. FLOOR /dkMAIN FIN. FLOOR z 0 uj LOT/BLOCK Lu P ce _'qFELEV @ 0 -0 A LEV @0-0 M LL_ ar- A C) Lu U-1 > :> TBINUMBER 0 CL c> u 0 b p MODEL E uj 411 CONC SLAB W/ 411 CONC SLAB W/ VAPOR BARRIER VAPOR BARRIER d C�p Ln ce U.J C�p �- 0- ALL &i mom: ui -REFER TO STRUCTURAL Lu 0 REFER TO STRUCTURAL Lu z < DRAWINGS FOR j DRAWINGS FOR ELEVATION NAME (D Lu U- r 2� COARSE COUNT & - COARSE COUNT & Ln Lu 4 0 FOOTING SIZE FOOTING SIZE Lu C> ce (PROVIDED BY (PROVIDED BY COASTAL Ui < . m: . OTHERS) OTHERS) F- u z :3= j..� t=; - Lu OFFICE COPY SHEET NUMBER U:3=j EXTERIOR WALL T" —S U- .0 uJ Ca SECTION WITH WINDOW r2 fO TORY WALL SECTION w -j M _j u- __j 0 u- D7 D7 sc -0" < u 0 SCALE: 3/4 1 0 ALE: 3/4" = 1' ERIAL NUMBER 1009 TO THE BEST OF W INOWMCA THE DESIGN DEPICTED DRAWING 0014PUES WrM THE APPLICASU MINIUMUM WIlD CODE IN EFFECr AS OF DATE 9F aRTIFICATION Eaft. U SET MIRROR 3" FROM SET MIRROR 311 Ln END OFF BACK SPLASH __�Lv MIRROR=VANITY -5" FROM INSIDE CORNER DRYER VENT (TYPICAL) uj 6� GAS PIPE (TYPICAL) �015 3= FOR GAS DRYER ONLY 11-211 ---------------------------- % u COUNTERTOPS ce 0 52 DRYER VENT (TYPICAL) (D ce u SHANN6N-m,VANcLEAVE,AIA ce < AR 97080 % % ce ca GAS PIPE (TYPICAL) % 36" HIGH X to P, I en X: FOR GAS DRYER ONLY (VANITY-511) MIRROR t7u 8 "------OUTLET BOX Ln co m um P-4 (:) Ll------ ---------- -------- 1/4" MIRROR ER VENT BOX- in 2r CENTER SIDEWAYS Fl = o ATTACH PER MFR. < (n IN BACKSPLASH IN TRUCTIONS Lu —1/211 RECESS DRYER VENT BOX- 0 Lu e- FOR MIRROR 0 ce ATTACH PER MFR. th Lu INSTRUCTIONS =D 5- ce fn C) 2X4 HALF WALL 2" YOR P.T. S P.T. 00 1? 00 0 '.01, CIO C4 U- TRIM - MM MIRROR / T (IF SLAB ON GRADE) 0.4 ILL PLATE SILL PLATE (IF SLAB ON GRADE) u.j ce 0.4 <D CABINET '"ll VANITY MIRROR INSTALLATION INSTRUCTIONS: E] Lu < uj ca W-� > o WITH PEDESTAL uj --I 1 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. U Lu rN (. 0 0 m cn 0= 2. AT 13ATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: < CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, W ce (n NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. > 3. UPON INSTALLATION OF WOOD TRIM REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED i Lu COUNTERTOP CANTILEVERS MORE THAN 10 f 0 > 0 BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM 0 1 FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURERS SPECIFICATIONS. C) �cn 0 2 0 �— z C u.i < e-% DR z KITCHEN HALF WALL DETAIL (,--NT-2 MASTER BATH MIRROR WOOD TRIM DETAIL (,NT-3 IYER VENT BOX FOR DRYER ONLY ia� uj M U En er SCALE: 1/2" V-011 (INT-1) D8 SCALE.:: 1/2" l'-O" (INT-1) D8 (INT-3) 0 SCALE: 1/2 1 0 �y 0- 41 ru ce P4 -0� 3:: o TILE OR STONE ON 1/2 COMPARE > = Lu HARDI BACKER BOARD MANUFACTURER'S 04 8 < 2: ce P-4 OVER Y4" EXT. PLYWOOD DIM OF TUB & C) C:) TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION 04 c7s C4 UJ U- _j TO CONTRACT SPECIFICATIONS) C> 0 9 U- WALL TILE REFER TO FLOOR PLAN, V VARIES SEE PLANS o# 0 LH a- Lu C:) (n 2X BLOCKING BETWEEN VARIS BY-MODEL 1 ROW OF TILE ce u M STUDS (3 WALLS) < 0� 0 O.C. 2X4 16 a 0 711- _1 DRAWN BY 2: Lu 2: ce Lu CORNER SHELF ce VINYL LINER (3 WALLS) 0- 0 1 M. STRICKLAND w cunj UP WALLS a� 0 % (1) CERAMIC CORNER 0 2: :�< 11 :�< >< 'N 2X4 LEDGER CHECKED BY z 0 0 >_ SHELF AT 48" A.F.F. -.0 m - -J cc FLOOR TILE 'In ce cn < 100% SILICONE BETWEEN U- 0. SWAFFORD Lu o Ln 8 8 ILE BACKER BED Lu c Ui L p-4 X x DROP IN TUB x P--1 0� r*4 r*4 SCALE >- ce UJ < ---- -- 2" SHOWER DRAIN U- _�l Lu TI um > >4 "ll, . . . u: + 2X4 CRIPPLES > Lu 22 X 34 SCALE AS NOTED _j o ol -2X4 THRESHOLD bo 1/2 NOTED SC Iu.i U) LL_ in TILE AT DOOR < 2X4 TO BE P.T. SUPPORT UNDER 00 Lu SHEE7 DATE THRESHOLD , --I WHEN IN CONTACT TUB AS REQ. BY d 0 WALL TILE te LA W/ CONC. MANUFACTURERS. u.j 1-4 Q_ 0 g ADJUSTABLE GAUGE COAT WETBED PLAN N SHEET REVISION INFO 0 ce I_ SHOWER DRAIN ce a- 0 m ER SET IN SEALANT @ Lu 0 (FR_�33DROP IN TUB DETAIL 2" SHOWER DRAIN E OVER ROOFING FELT 41— Lu (n NOTE: D8 SCALE: 3/4" 11-011 (FR-33) U) 0 (D 3/4" X 9" RADIUS MARBLE SHELVES Wl EXACT SIZE AND SHAPE VAIRES BY MODEL AS Z => P-4 m rn ., SHOWER ELEVATION u.j USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO ca ARBLE TILE OPTIONS ARE SELECTED. L.�RCHITECTURAL PLANS BY MODEL. LU SET REVISION INFO 0 (n uj R Lu (n END POST TIED INTO FLOOR rI�T-4 WER & CURB ON FRAMED rNT_-5N"s\ STANDARD SHOWER SHELF LOCATION Uj .:� ce. (n 8 T-4) D8 (INT-5 JOIST BELOW EXTEND TO < 0- ce LE: 3/4 1 0 SCALE: 1/2" l'-011 0 ce w BOTTOM OF FLOOR JOISTS. M C) > 1--1 0 w 0 F- Lu -T- END POST TO PENETRATE m u rn SHEET DESCRIPTION w z SUBFLOOR. X: Lu (n (n ED 0 uu STANDARD U FACE NAIL END POST TO uu t:; ce 0 BLOCKING. NOTES & DETAILS co ce 0- z 0 < Lu C:) 2x BLOCKING BETWEEN Lu .> u (n < FLOOR TRUSS AGAINST END POST. uj cn Ce LU :1= PROJECT NAME 0- 0 U) SUB FLOOR. g2 U�cn 0 ce oz m 0 Lu uj f) u- Z 0 uj 1-1 = 0 E (n = - ce Lu LOT/BLOCK cl- o u- Ln 0 Ln TBINUMBER of kn b MODEL 0 (n Ce Lu ALL C:o uj 0 NAILS(TYP) 2: Lu M FLOOR TRUSS. U-3 W < 11 "., I,- ELEVATION NAME C> UJ U- Lu 0 ALL Lu E U-j w > (n 0 z ft. 1-.4 ui SHEET NUMBER >.. CC nu wce uj o = t-n F- Lu Ca FR-34 HALF WALL TIE—IN DETAIL OFFICE COPY u.j _j M _3 -j 0 p u- \?8 N.T.S. (FR-34) u 0 ERIAL NUMBER 1009 DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAILING TYPICAL DOUBLE TOP 0.131XY TOE NAILS TYPICAL TOP PLATE NAILING* PLATE SPI IrF VANDOW SILL SCHEDULE DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD N&Uba- 2X6, 2x8 (5) NAILS 4'-0" MIN. SPLICE LENGTH ROUGH DROPPED HEAD MINIMUM END 2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF)- CONNECTOR FASTENERS FL# CODE 0.131x3* END NAILS: 200, 2x12 (7) NAILS FASTEN ALL TOP PLATES / (16) 0.1310" NAILS OPENING OR SILL PLATES FASTENER EACH END DESIGN IS VOID ONE YEAR AFTER THE DATE CF THE ORIGINAL PLANS, 1 CAR SYP SPF 9- LVL, 11- LVIL (7) NAILS TOGETHER w/ (3) ROWS /ENLYSPACED 4 4-4" (1)2x4 SPF #2 (4)12d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR COME COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +16.3 (2) 0 2x4, 14- LVL, 16- LVL (9) NAILS OF .131 x3 0 12" 0.C. STAGGARD. FV -4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAJLS AREA (sf) ZONE (PSF) I a' = 4'-6" DOOR -17.9 USP A35 450 450 (9)1 Odxl'/2 (3) 0 2x6, I 1-- 14 8'-4"1 (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS1 DESIGN LOADS: ACTUAL AND UNIFORM +18.2 -19.8 +18.2 -24.4 (B'x7') USP RT7 585 495 (5)8d EA. END 1 (4) 0 2x8. SYP#2 ROOF FLOOR 10 2 CAR USP RT8A 775 650 (5)10dx11/g" EA. END TYPICAL WALL FRAMING NOTES: SYP#2 DBL. HEADER, 4'-0". MIN. 14 12'-O*l (3)2x6 SYP #2 (1)A35 + (4)12d TO ROOF SHEATHING, 6mMAX. TOP PLATE PER PLAN ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE +15.5 EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS 17 USP MTW12 1195 860 (7)1 Odxl'/, Lou Pontigo and TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -17.0 USP HTW20 1450 1245 (112)110dxl�' " EA. END ALL WALL STUDS.. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (116*0) 2 SEE 5/SO.O TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf USP MSTA24 1640 1455 (9)1 Od EA. END 2. USE SYP#2 FOR ALL TOP 2x BLOCKING ONLY 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL_\ :# RAISED BOTTOM CHORD LIVE LOAD 10 psf USP MSTA36 2065 2065 (13)10d E�� END HEADER ARCHED TRANSOM CIPTION* 420 Osceola Avenue BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY 2x SPF DIAGONAL BLOCKING THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/,"o ROD TO FTG. 3. USE SYP#2 FOR ALL - ----- FASTENED w/ 3-0.1,31*x,3* jax. Beach, Florida 32250 DEFLECTION CRITERIA: SHALL BE PERMITTED USP JUS28 1305 1305 (6.)10d TO HEADER HEADERS DROPPED EA. END TYPICAL. Ph.242-0908 Fax. 241-9557 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOA[ L/180 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/8"0 ROD TO FTG. Cm I HEADER ,/-SHEATHING MAY EXTEND 2" FL:CA#8344 SC:CA#3579 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 POS171VE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 4. ALL WALLS SHALL BE oo 01 PAST BLOCKING- WINDOW ATTACHMENTS MUST USP HTT22 5370 5370 5/8"o ROD TO FTG. BALLOON FRAMED FULL - -------- ARCHED SYP#2 HEADER VAND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/.*0 ROD w/ (1 2)16d HEIGHT TO ROOF OR FLOOR FASTEN LOWER STUD TRANSOM PER PLANS ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A BEARING ELEVATION, U.O.N. ON PERMANENT TRUSS TO TALLER STUD w/ OPTION JACK AND MIN. DEAD LOAD CONDITION OF 5 PSF TOP CH)RD AND 5 PSF 0 PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 5/s"O ROD, w/ (12)16d PLAN. BRACING BY OTHER 2-ROWS OF 10d COMS SEE RIGHT KING STUDS, BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 1455 0 12" O.C. SEE PLAN OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE USP MSTAM24 1545 (5)1/4%2-1/. TAPCONS 5.) FASTEN BOTTOM PLATE OF N WINDOW SILL SEE LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET FOR SILL SIZE AND 00 BY 0.75 WHEN COMBINED w/ DEAD LOAD. WALLS TO CONCRETE SLAB AT INTERIOR WALLS L SOLE AT TWO STORY CONDITIONS, THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS CONNECTION EACH w/lOd MASONRY CUT NAILS 0 WINDOW SILL SEE BASIC WIND SPEED (ASCE 7-10) 130 MPH TYPICALLY %" FULL PLATE NAlUb& END PROVIDE SOLID BLOCKING AV "on 1 IMPORTANCE FACTOR ---------- ----- 1.00 a UPLIFT 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.1310w TOE NAILS: SCHEDULE WITHIN FLOOR SYSTEM AT ALL FOUNDATION PLAN ADDITIONAL ;0001 MEAN ROOF HEIGHT ----------------- 20.0 FT 0 k CONNECTOR FASTENERS FL# CODE ANCHORS AT SHEARWALLS RODS 0 6'-0" O,C, (3) 0 2x4, UPPER LEVEL POSTS & JACK N 2 SYP SPF ISTUDS (4) 0 2x6, (5) 0 2x8. ROOF PITCH -------------- ----- 7/12 A35 450 450 12-8dxl 1/2" 10446.4 SDWC1 5600 SCREW BUILDING CATEGORY ----------------- 11 to 0 BLOCKING ONLY REQUIRED SEE 8/SO.O EXPOSURE CATEGORY ---------- ----- B DENOTES EDGE STRIP. RFAR % ------------ SEE C & C CHART H8 620 530 5-1 Odxl 1/2 m EA. END 11470.3 SEE PLAN FOR STUD SIZE % 0 ENCLOSURE CLASSIFICATION -ENCLOSED too R ABOVE FOR 'a' DIMENSION AND O.C. PACING. A A A A oft env H2.5T 60 5220 5-8d EA. EP�D 11478.3 INTERIOR IN� WALL:- AT SHEARWALLS AND-� PT. SPF#2 E OF STUCCO FINISH SOLE PLATE INTERNAL PRESSURE COEFFICIENT .18 F_ MTS1 2 1000 860 7-10dxll/2* EA. END 10456.3 -A WALL SHEATHING �o 4. .4 Aim 1245 EA. END 13872.3 A HTS20 1450 24-1 Odxl'/2' CONTINU KI \_SEE DETAIL 1/SO.1 J FOR SPLICING A 1 ,r-"'.ATIONS LL- MSTA24 1765 1270 9-10d EA. E�ND 13872.4 WITHIN FLOOR YSTEM 16d COMMONS OPTIONS FOUNDATION, SEE PLAN. A Christopher I abourin P E MATERIAL SPECIFII 01 7r at to WERE POST IS ABOVE. 8" FL PE#71461 -11r a 7r MSTA36 2050 1870 13-10d EA. END 13872.8 0 8* 0. a - -I WALL FRAMING AT WALL FRAMING AT MAX. MIN' SOLE PLATE ANCHORe HTT4 18-16d TO TRUSS/BEAM FLOOR SHEATHING, PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE HARDWARE AND ANCHORS: to 3480 3080 11496.2 8d 0 3" SEE SPECIFICATIO PLATE BREAK ANCHOR BOLTS & THREADED ROD: SHALL BE 14 ACCORDANCE WITH [NOT ACTUAL PLAN] a a 1-5/a"0 ROD TO FTG. DATEN� ASTM A 307 OR ASTIM F 1554 GRADE 36. 32-16d TO TRUSS/BEAM BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT WASHERS: SHALL BE IN ACCORDANCE WITH AS A500 (GRADE B). 1HEADER CONDITION OR RAISED HEADER CONDITION I NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 1-5/o"O ROD TO FTG. 11496.2 ------- DROPPED HEADER CONDITION METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER TYPICAL WALL FRAMING EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 RETROFIT REBAR/lROD INSTALLA71ON: EMBEDME T OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q& BE RESPONSIBLE 4-10d TO JOIST VxV SIMPSON TITEN HD DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE V4* FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO l-EADER w/3X3xO.229" WASHER SEE SOLE PLATE ANCHOR LARGER THAN REBAR SIX AND '/a" LARGER THkN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACMIR OR ANY HU41 0 905 785 10531.36 L---- - --J _j SCHEDULE FOR SPACING Q&HOLD DOWN 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 NTH THE CONTRACT SYP#2 DBL SEE 1/SO.1-//, ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 5/."o ROD EPDXIED 6" MIN 10849.6 TOP PLATE SEE 5/SO.O BUTT JOINT (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 %"0 ROD EPDXIED 6" MIN 10849.6 EPDXY- ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: BLOCKING ONLY REQUIRED 2" rFIELD ALTERAn0N STRUCTURAL STEEL- SHALL BE ASTM A992, G DE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST STUCCO FINISH SEE DETAIL 1/SO.1 CONTRACTO'R SHALL CONTACT LOU REINFORCING STEEL: SHALL BE ASTM A615, GR DE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS AND--J WALL SHEATHING 4_ WELDED WIRE FABRIC (WW): SHALL BE ASTM 85. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING PONTIGO a ASSOCIATES PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMIN D VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-/2*0 RODITO FTG. OPTIONS % -RATED SHEATHING, MAKING ANY STRUCTURAL FIELD SHALL MEET OR EXCEED THE FOLLOWING DESIG4 PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2(00psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT )�* THREADED ROD 1#-0" 61* SHEATHING FROM THE INTENT OF THE ORIGINAL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED 4"w/3X3x0.229* PT. SYP#2 IMAX.- MIN. CONSTRUCTION DOCUNIENTS.ANY TO BE WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED By Lou PoNTiGo a GENErl A CONTINUOUS FOR SPACING EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN RAL NOTES a CONSTRUCTION SPECIFICATIONS TO UPPER -INTERICIR BEARING SOLE PLATE BREAK WHERE REQUIRED BY-NN,,,* ADDITIONAL ENGINEERING OR MP PLATE WAU4_SEE SCHEDULE T!TEN H Q GENERALNOTES. INSPECTION FEES. FOR STUD SIZE EPDXY ANCHOR ANCHOR OPTION FLOOR SHEATHING SPECIIIFICAnONS AND O.C. SPACING. OPTION 23/32- T&G OSB OR PLYWOOD SHEATHING, GLJE AND NAIL NTH 10d COMMON 0 6" O.C. EDGE & FIELD WALL SHEATHING TO . . . .... . . . . . . .. . . .. . . SOLE PLATE SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT . . .. . . ROOF SHEATHING SPECIFICATIONSL_ SUPPORTED EDGES SHKQLL- MIN. 7/jew, 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2* RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4* O.C. WITHIN 4'-0" OF ROOF EDGE). SEE DETAILS SEE DETAILS RAISE )6" FROM ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTEi 8d 0 3" BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE BLL - MIN. 15/32" 32/16, APA RATED PLYWCOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF R0017 EDGE). ON S1.01 ON S1.01 PLAN AND FASTEN w/8d 0 3" O.C. 8" 3x3xO.229* 4" 21* EXAMPLE OF UNSUPPORTED TITEN HD 48" 24" r F EPDXY 1 4 1 24" 3x3xO.229", 4" 2" METAL - MIN. 1/2", 24/16, APA RATED PLYNiOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO V' O.C. WITHIN 4'-0" DF ROOF EDGE . -.Lj (UNBLOCKED) PANEL EDGE--�, MAS 48* 24" N/A N/A N/A (TYPICAL) WALL SHEATHING SPFC11FICATIONS: NOTES: FLEXIBLE FINISH-MIN. 7/4", 24/16, APA RATE[ OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED wl 8d 0 6' O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE M UPPER MP PLATE. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING M INTERMEDIATE V) FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMEPT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------i L---------J L-----_ J CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX. ROOF STUCCO FINISH-MIN. -1/16% 24/16, APA RATEC OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6' O.C. EDGE AND 6* O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLA' TO UPPER MP PLATE. (UON) TRUSSES, OR MASONRY SPECIFICATIONS* SINGLE ST08Y MULTY STORY 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS. V) MASONRY HAS BEEN DESIGNED IN ACCORDANC WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTIM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE M THE 3"X3mXY4" PLATE WASHER, A YXYXI/8" W/ 11/2"0 ROUND 2000 psi PER ASTM C1019, GROUT SHALL HAV, A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY E USED IN BRICK VENEER. STEEL WASHER MAY BE USED. CONTRACMIR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. towift� TYP. WAL SECTIONS /*03� SOLE PLATE ANCHOR DETAIL Et SCHEDULE t-_4�ROOF AND FLOOR SHEATHING NAILING CONCRETE MASONRY UNITS (CMU)., \SO.0j SCALE: 3/4" = lo-Om SCALE: 3/4" V-0" CMU SHALL BE IN ACCORDANCE NTH ASTM C 0-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELI_3 CONTAINING VERTICAL 00) \zz_,00/ U Uj REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PRO DE CLEANOUTS PER ACI 530.1-02 IN THE BOTMM OF COURSE OF MASONRY MEN THE WALL HEIGHT EXCEEDS 5-0". z MASONRY STEMWALLS,_ ALL CONCRETE MASON UNITS SHALL BE COMPOSED OF ASTIM C90E. E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT 11/2 11/2 (3) ROW OF 10d WITH - #4 0 4'-0" O.C. MAX. AND AT EACH MIRNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CON11NUITY OF REINFORCING AT INTERSEC11ONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16m O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY A NAILS 0 e I O.C. 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". BEAM. STAGGCRED 2x4 BLOCKING 0 SIMPSON �:z SDWC1 5600-"'N 3 PLY BEAM. 04 024* O.C. FASTEN .CLAY MASONRY CBR"L SEE ROOF MEMQ�RS: EACH END w/3-10d BRICK SHALL BE IN ACCORDANCE WITH ASTM T,62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPF-C.TFULLY. FRAMING IF - < Uj (1) ROW Ot-1 Qd TOENAILS PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS 0 e O.C. CONCRETE SPECIFICATIONS: -08, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH ACI All. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS DETAILS M TOP OF TRUSS AS SHOWN. Ln ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 318 PROVIDE 2x4 BLOCKING AT 12" O.C. 2x6 MEMBER5;, CONCRETE AT GARAGE AND PORCH SLABS SH&L HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE EA. SIDE. (2) ROW I OF 10d STUD BELOW GENERAL NOTES* (3) ROWS 12d SPECIFICATIONS BELOW. NAILS 0 4"_0A*. LOWER MP 4-10d HEEL V-0" AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS F0071NG AND FOUNDATION& PRE-ENGINEERED WOOD EA. SIDE. MP PLATES WALL INTERSECTION FOOTINGS AND FOUNDATIONS SHALL BE IN ACTORDANCE NTH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY 13EAMB- ORTHOGONAL VIEW SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOILCOMPACTION AND FILL RIPPED M FIT 2x4 OR 2x6 POST 2x8 POST OF CORNER CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95% MOCIFIED PROCTOR IN ACCORDANCE WITH ASTM 0 1557. WITH GAP SHOWN 0 Uj FOUNDATION PLAN ONLY CONVEYS STRUCTURA INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE (3)ROWS OF 5- (3)ROWS OF 6% FOUNDA71ON PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDA11ON PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON TRUSSLOK TRUSSLOK z DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC1 5600 ENGINEERED WOOD ENGINEERED WOOD z SEE ROOF FASTENERS 0 24"o.c FASTENERS 0 24 60.0 UNLESS OTHERWISE NOTED ON DRAWINGS, MINI UM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 48" O.C. OR ROD CHAIRS. FRAMING AS SHOWN AS SHOWN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INM EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON CORNER BAR DIAMETERS DETAILS THING MAY SDWC15600 ,\\ SHEA SIMPSON SEE ROOF 0 - CONDITIONS SIMPSON TERMINATE AT 3-PLY W CONCRETE SLABS ON GRADE& SDWC1 5600 TOP OF DBL. SDWC1 5600 FRAMING 4-PLY NOTES: SHALL BE INSTALLED OVER MINIMUM 6 MIL PO YETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENTFOR PREVESITION OF SUBTERRANEAN SEE NOTE 1 TOP PLATE. SEE NOTE 1 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTER 0 TERMITES. SAWCUTSa FOR CONTROLLED CRACK G CUT A 1" SAWCUT INM SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. PROVIDE SAWCUTS THROUGH OUTSLAB CALL EOR FOR ALTERNATIVE METHODS. DETAILS 14m LVL AND GREATER 2. DENOTES 3"xO.131" GUN NAILS 0 6* O.C. TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHE WOOD FRAMING SPECIFICATIONS& 5m < HEEL < V-0m NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED MEN HOL U ALL WOOD FRAMING HAS BEEN DESIGNED IN A'o*CORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WTH MASONRY, CONCRETE OR HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACMIR MAY CHOOSE EITHER OPTION WHE SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-M-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN STAINLESS STEEL. 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADD111ONAL H2.5T PRE-ENGINEERED WOOD TRUSSES: AT MP PLATE TO STUD. SPACE 0 48* O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AN SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTAL ED AT ALL TRUSSES AS __� RO INTERSECTIONS STUDS CO INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-M-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACH IG PER 'COMMENTARY AND t 5 OF TRU5S CONNECTION BUILT-UP MEMBER FASTENING N >a 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 �.�_O as SINGLE PLY TRUSSES, PLACE STRAPS DIAGONA-LY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: TRUSS M PLATE: 0 DESIGN ROOF COVERING SPECIFICATION& SDWC15600 SCREW. TOP PLATE TO HEADER FASTENINr2L SDWC SCREW 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTIM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: CRITERIA AND TILE ROOFS SHALL BE INSTALLED PER TH,-. "CONCRETE AND CLAY ROOF 11LE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED ACCORDING TO THE MANUFACTURER'S REQUIREAENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE: THAN 4-6" FOR GABLE ENDS. 0 SDWC15600 SCREW AND WATIERPROCIFING* NOT REQUIRED AT GABLE- MP PLATE TO HEADER FASTENING: 0 THE CONTRACMIR SHALL BE RESPONSIBLE FOR 'ME DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED TH AN 4'-6" FOR GABLE ENDS. GENERAL PLATE TO HEADER: WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK KING & JACK SDWC SCREW 0 CONNECTIO14 STUDS SEE PLAN STUDS SEE PLAN 24* 0.C. NOTES MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL 1�71 BLILT-UP POST IN THE WALL (2)12d ME HEAD 013_ SILL Le2sl N Al LS E.E. it DO NOT SCALE DIMENSIONS FROM MP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. ro-olo PLATES SEE HEAD THESE DRAWINGS.IF A DIMENSION 6 L31/ 4" GABLE X-BRACE, SEE DETAIL 10/S0.1 L (MIN) EDULE QI1 SILL UNCLEAR REFER TO THE 2 x 31/2 x 1/4 SCH PLATES SEE\ 2`911 ARCHITECTURAL DRAWINGS OR -TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L 4x 31/2"x 1/4 6 8P_0* HEADER SIZE. JACK AND KING STUD SCHEDULE 0 DBL TOP PLATE M STUD FACE NAIL 1(2-16d) 3-GUN NAILS DESIGNATES SHEARWALL THE QL ANTI TY. HEAD OR SILL KING STUD M FRAMING BELOW- ROUGH OPN'G, SEE ARCH TRUSS M PLATE: CL L 5 x 3/2"X/4 6#v 10'-On --------- HIDDEN LINE DESIGNATES SIDE OF IL11 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS NAIUNG: DESIGNATES 8d COMMONS 0 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR FRANKLIN WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dx1V ROUGH OPN'G, SEE ARCH SDWC SCREW W 8 1 RIM JOIST M MP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6- L6x31/2 mx1/4 6" 12'-0" SW TO BE APPUED. Bd 0 3/6 SCHEDULE NAILS EACH END. STRAP Uj. PLAN NAME 8d03*/6* L7x31/2"x1/4 6" 16'-0" O.C. EDGE & 6m O.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. CEILING JOIST. OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE-\ DESIGN/DRAWN/CHECKED - 1. STEEL LINTELS TO BE MINIMAL 36* A SHEARWALL HOLD DOWN IS--� FOLLOWING: GABLE ENDS OR PLATE TO HEADER: cc CS / RD /LAP CEILING JOIST TO ROOF RAFTER FACE NAIL 1(6-16d) 8-GUN NAILS UNTEL MUST HAVE CORROSION BRICK ADJ - ADJACENT LG - Lon g SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0 JOIST/TRUSS TO PLATE TOE NAIL 1(2-16d) 3-GUN NAILS RESISTANT COATING OF EPDXY BASED VENEER BM BEAM MANUF Manufacture GABLE ENDS OR 2-STORY THAN B' OR OPENINGS LESS 1L 24" O.C. DATE PAINT. WEATHER BOT BOTTOM MONO Monolithic WALLS 2X4 WALL RAFTER TO PLATE TOE NAIL 1(3-8d) 3-GUN NAILS THAN 3 6" 07.06.15 2. LINTEL MORE THAN W-O". SHOULD BARRIER BRG - BEARING OC - On Center HEADER FASTENING SECTION SCALE -JACK RAFTER TO HIP TOE NAIL 1(3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO CMU - CONCRETE MASONRY UNIT OSI3 Oriented Strand Board DBL DOUBLE PERP Perpendicular A A I AS NOTED -ROCIF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-/4x3* WD. DIA DIAMETER PRE ENG - Pre Engineered LINTEL -1ODX1r SCREWS INTO HEADER PROVIDE A '/,* EA - EACH PSF - Pc unds per Square Foot CS1 8 STRAP W/6 LPA No. CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. 0 EDGE ATTACHMENT '1 11 11 VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI Poinds per Square Inch 'd M NAILS EACH END. STRAP ATTACH N BE INTERIOR OR EXTERIOR SIDE OF WA -CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR ENGINEER OF RECORD PT PRESSURE TREATED STUD OR 2X10 NOV 2 0 2015 TOLL-15-00348 STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ EQUAL OT - Qui* Tie SOLE PLATE CONNECTOR L SOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLL CONTROL No. I HORIZONTAL TIES 0 24" O.C., VERT. EXT EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE AT LOWER LEVEL HEADERS w/8-10d COMMONS GABLE ENDS OR 3947 SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 0 16-) GUN NAIL 08- nES 0 121- O.C.. (FOR 110mph HEADER, FLASHING FBC FLORIDA BUILDING CODE SF - SqL are Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN JACK TRUSSES LESS WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLAN BRICK LINTEL, FDN FOUNDATION SPF -SprLice Pine Fur HOLD DOWN IS SPECIFIED MULTI STORY THAN 8' OR OPENINGS LESS SHEET NAIL SPECIFICATION AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT FOOT SYP - Southern Yellow Pine SINGLE STORY (STACKED W1 MULTI STORY TH AN 3'-6" YxO.131"O = GUN NAILS 2%(.113*0 = RINK SHANK 12* OF OPENINGS. PIROVIDE3/16*0 WEEP FTG FOOTING THRU (UNSTACKED N 2%0.1113"0 = 6d 21/2'4.131"o = 8d HOLES 0 33m O.C. IMMEDIATELY ABOVE SECTION MEW HDR HEADER TYP - T):>ical TYPICAL HEADER STRAPPING YxO.148"O = 10d V/2'xO.162*0 = 16d FLASHING. OF BRICK LINTEL HORIZ HORIZONTAL LION Uiless Otherwise Noted �SO.O/ S090 1 0 3 min F-T KOARC T EADER�) RA S PT 7N FIE rrF --i O*C* PACIN( KI FLOOR YSTEM 2 DBL _CSEE 5/S( PLATE 10N __L-i E 7m T73U K $eOVER 0 LBS POUNDS VERT 4rticol 11/2%0.148"0 10dxl'/2" V/2 xO.131*0 8dxl'/2* WWF W ded Wire Fabric 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP- I'll, PLATE w/ 10d 0 4" O.C. PLATE w/ 10d 0 3" O.0 WALL SHEATHING 8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS. TO BLOCKING 0 3" O.C. ATTACH AT EACH WALL STUD w/ 3-16 T-NAILS AT EA. FRAMING INTERSECTION. 6s* (MIN. OF 6-16d BETWEEN EACH TRUSS) BLOCKING ONLY REQUIRED DBL. TOP MA NOTCH HEADER I AT SHEARWALLS AND PLATE /-BELOW TOP PLATE STUCCO FINISH 5-8d COM P RCH SHEATHING, + Ou ont go an EACH SIDE S E SPECIFICATIONS HEADER PORCH Associates, I nc. 16d COMMONS OF SPLICE 16d COMMONS 4- BE-LOW E1111 HEADER, 0 8" 0. SHEATHING SPLICE 0 8* 0.C. 2x4 SYP#2 HORIZ. BRACING 0 B-GUN NAILS-_4*I SEE PLAN. PERPENDICULAR TRUSS 420 Osceola Avenue 24" O.C. BETWEEN OUTER WALL- HEADER & SUPPORT %7- - ' - PORCH PARALLE . FULL HEIGHT DETAIL 8 Jax� Beach, Florida 32250 z POST, PER PLAN. k\ _\\ - & FIRST INTERIOR TRUSS. NAIL TO WALL PORCH I (2)MSTA24 ANCHOR OR DTT2Z Ph.242-0908 Fax. 241-9557 CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3* NAILS PERPENDICULAR I STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD FL:CA#8344 SC:CA#3579 BOARD (TYP) BOARD (TYP) 3" 0.C. (TYP) TO WALL 4L BASE OF POST BELOW. & (1) ADJ. EACH SIDE FLOOR r5m OP 11 ON A TO PORCH HEADER. WALL FLOOR FLOOR OF SPLICE TRUSS- _b�_l SHEATHING TRUSSES TRUSSES 24" 16 GUAGE POST BASE: 2x4 SYP#2 STRAP w/11- POST 24" 16 GUAGE 4x4 POST.ABU44 STUD WALL FRAMING OR JOIST. OR JOI ST. SHEATHING SPLICE DIAGONAL 10dxlh" EA. END BE41OW STRAP w/11- 6x6 POST.ABU66 w/ 2x SOLID BLOCKING FASTEN EA. LSTA1 2 FOLDED OVER TOP AT SHEATHING EDGE END w/ 10dxlX- EA. END DOUBLE TOP PLATE PLATE w/5-10d NAILS 8d COMMON WIRE NAILS CON11NUOUS OVER- TO BLOCKING 0 3" O.C. -Y4" OSB or PLYWOOD 3-10d COMMONS PORCH. INTO TOP PLATE & 5-10d 1111 at PORCH HEADER, HEADER 1114 RIM BOARD Y4� i SLAB 6 NAILS INTO BEAM. SPACE fort, SE It ft 4 SHORTER THAN E PLAN 44 N MAX 0 48" O.C. OMIT IF WALL ,10�* 19 ROD SHEATHING IS INSTALLED _'f "?Q % WALL FRAMING- WALL FRAMING-/ FLOOR SYSTEM. ALIGN CEILING WALL FRAMING 3TRAPS MSTA24 ROOF TRUSS 0 VERTICAL JOINTS WITH LINE STRAPS EPDXIED 6" MIN ON FACE OF BEAM 0 10 SHEATHING SPLICE WALL SHEATHING .4 A- OR JOIST FOR PERPENDICULAR E INSTALL FLOOR TO I * : JOINTS FLOOR STRAPPING PER PLAN \A PLAN MEW OF ELEVATION VIEW OF k \-TRUSS CONNECTION a �c S BLOCKING ONLY REQUIRED 5-8d COM H*AD 8-GUN SEE DETAIL B ABOVE S AT SHEARWALLS AND EACH SIDE OPTION 1 OR 2 PORCH HEA PORCH HEADER PORCH HEADER NAILS- CONTINUOUS 2x6 SYPA12 TE OF AT CORN AT POST AT POST j %.- -A % STUCCO FINISH OF SPLICE FULL HEIGHT LEDGER FASTEN NTH Q 31ION 1 OPTION 2 ANCHOR OR DTT2Z_ 5-0.131x3" EA. STUD. R I'D OVER L P SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL PORCH SHEA SPECIFICATION& mile HOLDDOWN AT MIN. (2)2x4 WOOD '/2 GYPSUM ATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OFPOST BELOW. & (1) ADJ. PARALLEL TRUSS T P% b,' NOW N OTE 1: OR op'nON 8 TO PORCH HEADER. 1. CONTRACTOR MAY �HOOSE OP11ON 1 2 OR 3. % (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6* O.C. EDGE AND FIELD DETAIL A Christopher r"9'2'fr�urin PE FL PE#71461 2. CONTRACTOR SHAL_ OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FLOOR TO FL.00R WALL SHEATHING AND STRAPPING OPTIONS TYPICAL PORCH FRAMING DETAILS tl�TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION . ....... wl SEE CONSTRUCTION SPECIFICATIONS FOR ROOF riRTEV719ONS SO.1 DA �O SAND�WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/S0.1 FOR /o-DIAPHRAGM ATTACHMENT WERE APPLICABLE IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS TRUSS. BOT. CHORD w/ 0.1310" 0 3" O.C. V I 'EN I 2-SIMPSON H2.5T. B rFIELE)ALTERA110N 2x4 SYP#2 CATS AT 12:'- FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3* O.C. ROOF it-----------t t----------t CONTRACTOR SHALL CONTACT LOU O.C. FASTENED TO TO&__ ,,�ROOF TRUSS. T'RUSS___\ SDWC 15600 -------4 4---------- IDA PONTIGO a ASSOCIATES PRIOR TO PLATE w/ 4-0.131x3f SHEATHING FASTENED TO 0 32" 0.C. COMMON. MAX. TOP PLATE w/ 10d 0 3* O.C. SCREWS U MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORMINAL . N -4 . CONSTRUCTION DOCUMENTS.ANY SHEARVYALL I NS MADE PRIOR TO 2x SYP#2 CONT. ATTACH OSI3 WALL BEING APPROVED BY LOU PONTIGO FASTEN CATS EACH E SHEATHING ASSOCIATES MAY RESULT IN ND wl TO TOP PLATE AND TRUSS 0 0-1 1 3-0.131x3" COMMON TOE NAILS ADDITIONAL ENGINEERING OR w/ 0.1310" 0 3" O.C. EDGE OF INSPECTION FEES. 2x MAY OVERHANG TOP PLATE. SHEARWALL-/ SHEARWAL. OR SHEARWALL-/ 244- #2 2" CHOR N =ICA TC w EXTERIOR VALL A4_ F2 8d SW 8d C>'11 I PERE01iRTED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING. SEE mu ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G POST BELOW WITH 2-CS16j TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT. (�)- UPP ER M LOWER STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 OSB DIAPHRAGM FASTEN ROOF FLOOR D 10d 04"O.C. SW 8dO3/6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT z TRUSS. -FLOOR ANCHORS ARE NOT USED TO NAILER w/ (1) ROW 8d 2x4 SPF#2 CONTINUOUS -2s TRUSS. (8)- END STUDS TO FMOA71ON 00 STUDS TO FOUNDATION HEADER DOWN CONNECTION HEADER UP CONNECTION 0 3" O.C. FASTEN TO TOP LEDGER FASTENED '9W 8dO3/6: HTT5 OR HDU5 '!;W 8dO3/6: HTT5 OR HDU5 PLATE w/ (2) ROWS "As" OSB TRUSS WEBS WI f'^- SOLE PLATE ANCHORS tP�- SOLE PLATE ANCHORS CONNEC11ON UPLIFTCONNECTOR CONNECTION UPLIFT CONNECTOR U OF 8d 0 3" O.C. BLOCKING w/3-0.131 x3" SHEARWALL NOTES: -E CALL OUT CALL OUT 2x4 SPF PANNEL FLOOR COMMON. 1. ANY ALTERNATE MAY 'YEE 66H DULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O 4< T" FRAMING I TT__c i BE USED. SHEARWALL NOTES A H2.5T 0 32* O.C. TOP & BOT A LS18 0 32" O.C. SyP#2 2x4 NAILER FASTENED ALL AROUN 4D TO TRUSS BOT. CHORD b,X I 2x4 SYP#2 CATS AT 12" 1. PROVIDE 346" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN 8 SEE PLAN 0 FASTEN CATS EACH END w/1 2. USE ALTERNATE A. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. C (1)MSTA24 STRAPS C (2)CS16 STRAPS (2) ROWS 0.1310" 0 3 O.C. 3-0.1310" NAILS 0 6" O.C. :0.C. FASTENED TO TOP AT EXTERIOR WALLS Uj INTERIOR PLATE w/ 4-0.1310" ENDING BETWEEN ROOF 2- PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN SN-2 SHEARWALL. \_�-16d NAILS SHEARWALL OR COMMON. TRUSSES. END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) I OR HTT4 HOLD DOWN AT BASE (U.O.N) ALTERNATE Q ALTERNATE E (TYPICAL) EXTERIOR WALL 3. USE ALTERNATE 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 j ALTERNATE F E & FFOR FLOOR TRUSS ATTACHMENT 4. INSTALL INTERIOR FOOII14G BELOW SHEARWALL PER DETAILS ON S1.0 U Lu c,tLi IeO5� SHEARWALL ATTACHMENT AT ROOF Et FLOOR r6 *\ TYPICAL SI[AEARWALL ELEVATION e��EN HEADER TIE DOWN < PROVIDE SOLID Bi O�CKING WITHIN FLOOR SYSTEM AT SW END POSTS. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I\AzOl r..��So-1 T X X Uj 8d COMMON NAILS L 4-12d TO. MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. AT 3- O.C.(TYP) ROOF NAILS (TY L2x4 SYP#2 OUTLOOKERS SINGLE 13RACIING NOTES ma SPECIIIFICATiONS V) TRUSS 0 24" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. F) STEN_/ FOR T-BRACE SHALL BE 1x4 SYP#3 WALL STUDS WALL STUDS EACH END w/3-10d H3 Q6_ H2.5T HURRICANE CUP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. 202 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOE 4 AILS OUTLOOKER TO TRUSS. (UON) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT COMMONS (4) TRUSSES APPLIED THE WEB OF THE BRACED TRUSS, PER OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. D TRUSS ENGINEER. LU 2X6 3.)PERMANENT PERMANENT BRACING 0 ROOF TRUSS-/ ROOF TRUSS ANGLE BRACING APPLIED To NAERE NOTED ON TRUSS MFR. SHOP z SYP#2 LEDGER ATTACHILi DBL. SYP#2 LEDGER SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL 00 TO EACH STUD, PER ATTACH TO EACH STUD, NAILS FROM RAFTER TO LEDGER THESE STRAPS I PROVIDE 1x4 SYP#3 OR BETTER AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO BOTTOM CHORD BRACING co SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d 0 6"O.C. PERPENDICULAR TO TRUSS BOTTOM BLOCKING MEN OVERFRAME RAFTER LENGTH LENGTHS > 8'-0". T-BRACE TO BE THE CHORDS AND ATTACHED TO EACH A-SINGLE LEDGER B-DOLIBLE LEDGER ALT, TO BOTH H3 ABOVE LESS THAN 4'-0* FASTEN w/10d COMMONS SAME SIZE, SPECIES, TRUS WITH 2-8d COMMON NAILS. AT VERTICAL VERTICAL PRODIDE MTS12 Q& CS16 DIRECTLY 0 6" ON-CENTER 2X4 #2 SYP BLOCK 0 EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB GABLE END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & N REACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER /-GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. AT END WALLS PROVIDE DIAGONALS 0-775 2x6 w/ 5-0.1310* 1850-2345 2x8 w/ 6-1/4"OxV SDS SCREWS AND ROOF MEMBER. END W/ 3-10d TOENAILS LOCATION. IF MORE THAN (1) LATERAL (APPROXIMATELY 457.) TO THE 0 ADJACENT EXTERIOR PERPENDICULAR 776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-1/4"04" SDS SCREWS BLOCK TO DBL TOP BRACE 1§-NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING U 1251-1540 200 w/ 10-0.1310" /-PLT W/ 2-H2.5T 1�5 AS SHOWN. TO FORM A ZIGZAG PATTERN ALL 1540-1850 2x12 wl 12-0.1310" CONSTRUCTED OF THE SAME BRACING IPROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MATERIAL. THIS REQUIRMENT IS NOT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 71- NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES: *ERE A LEDGER IS INDICATED 0.1310" TOE NAILS 0 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO SSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEIN USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP#2 LATERAL BRACE EA. I BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROO DECK PER GENERAL NOTES. X-BRACE w/ 2-16d INTO BOTTOM- 8-1 0dj LSTA12 0 48" O.C. QR DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. TYPICAL LEDGER NNECTION 9 DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SDWC1 5600 0 36" O.C. OMIT IF PERMANENT TRUSS BRACING V&*:N 8 WHEN SHEATHING OVERLAPS GABLE 12* MIN FRAMING TO LEDGE CONNECTION BY TRUSS SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. \,ZO SCALE: 3/4" 1'-0" EER. NOT OWN FOR CLARITY NOTES: 1. SPACE GABLE END BRACING 0 4'-6- MAX. MIN 2 PLY STUD MIN 2 PLY STUD 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS DETAILS ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS FULL HEIGHT 0 MIN 2 PLY 36" LONG STUD 36* LONG STUD OR BEAM WASHER .- PLAN 1XI ANCHORING SPECIFICATION (1)MSTA24 STRAPS 0 STUD FASTEN w/12- FASTEN w/12- T) FOLD OVER TOP PLATE (2)MSTA24 STRAPS ------ ANCHORING SYSTEM: THE THREADED ROD ANCHORING 0.1310" GUN 0.1310" GUN NAILS Uj FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR " 0 0 FULL HT. (2)MTS12 NAILS SOLE DOUBLE SYSTEM SHALL CONSIST OF %*0 A307 THREADED FASTEN w/18-10d HDU5. FASTEN-\, .... (2)MTS12 FULL HT. TOP PLATE. ANCHOR, RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS 0 @OWN UPLIFT; PLATE ANCHOR I 1 * 0 N N I FOUNDATION AND TO THE UPPERMOST PLATE AT THE -A,- I _CONNECTOR I SIMPSON DTT2Z um DO NOT SCALE DIMENSIONS FROM DOUBLE TOP SEE PLAN LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE r us THESE DRAWINGS.IF A DIMENSION 15 PLATE--- TOP PLATE, PROMDE A 2"x 2"X V STEEL WASHER. [W/8- X Ah" 00 UNCLEAR REFER TO THE _F�---WALL STUD FASTEN NTH A NUT AND ALLOW AT LEAST 3 SDS SCREWS 00 0 SIMPSON FULL HEIGHT 0 ARCHITECTURAL DRAWINGS OR THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) 64 OR POST. 3fi" FULL HEIGHT 0 11 N (2)H2.5T (2)H2.5T MINIMUM 2 PLY LTT20B THREADED ROD ROD600 FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MINIMUM STUD THREADED ROD WITHIN 6" OF MINIMUM 2 PLY PLAN NAME STUI;A AT 2ND STORY DIAMETER OF THE THREADED ROD USED. WHILE AT 2ND STORY THREADED 0 SEE PLAN ELEVATION I - I' * W TITEN HD STUDS PROVIDE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS COUPLER TIGHT ROD EPDXIED FRANKLIN STUDS PROVIDE THREADED ROD PROVIDE A HOLE IN THE PLATE 9* LARGER THAN THE TURN TITEN HD 2 PLY-� EPDXIED 4" MIN OR GIRDER (SEE PLAN) STUD Y2" THREADED ROD (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS1 8 STRAPS 7.5" MIN 00 ti 2 CS1 8 STRAPS STEEL COUPLER /-EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED WERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE FULL HT. AT BASE F STUDS (OPTIONAL, LOCATE ROD SHALL BE INSTAIIFD APPROXIMATELY CENTERED 0o SIMPSON TITEN HD ROD COUPLER 0 XXV 11TEN HD -.01-II(FLOOR TO FLOLR)JI AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE I(FLOOR TO FLOOR) 11 P MINIMUM CS / RD /LAP 0o RODS THD37634RC (%*x6N!) AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO 2 PLY HOLD DOWN SEE PLAN DATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT A9OVE THE UPPERMOST PLATE SHALL W SIMPSON DTT2Z /-STUD ROD DTT2Z 07.06.15 FULL HEIGHT ANCHOR INSTALLATION CHART 3W= OVIElt W WASM M A SM-TMT w/8- Y4*Xl)k" HTT5 %* ROD HTT5 SCALE FLOOR CONDITION PLUS ONE-HALF TURN OF A STANDARD SDS SCREWS BUILT-UP POST, BUILT-UP POST, FRAMING Q (D WRENCH (APPROXIMATELY 30 FT.-= OF TORQUI10. SEE PLAN. SEE PLAN. AS NOTED FULL HEIGHT THREADED DUE 10 SHRM(W AND OF OU11111IM ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTO" SHALL RE-111OHIM MIT TO 30 LPA No. THREADED ROD---- - FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LK OF TOR" AFTER ALL TRAM ARE SEE PLAN PER PLAN. 3/8 1400 14 no 2x2x'/s* 4" 14 0 2" 3" COMPLETE AND TO INSULA7110N. TOLL-15-00348 EMBEDMENT 5/8 %"o 34"0 3x3x'/40 7.5* 12" :2N# 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 QTT2Z LTT20B CONTROL No. DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 @ MONO STEM MONO STEM' CHART FOR EMBEDMENT AND EDGE DISTANCE FULL H FLI LL H FULL HEIGHT TR CONVENTIONAL 3947 FULL Luj 113111i ANCHOR [I REQUIREMENTS EIGHT ROD % EIGHT ROD SHEET W L 3ECTION THREADED ROD INSTALLATION CHART FULL HEIGHT ROD ALTERNATE FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL FULL HEIGHT V�00131 FRAME WALL ANCHORING SYSTEM t-1-4 GIRDER BEAM STRAPPING ri 2 /_T�3 ATTACHMENT V*4EN 16 Soo] P RCI *S E E OD Alm THIS DETAIL ONLY APPUES WHEN NOTED ON PLAN \z ji ALTERNATE S DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET 2 OF 9 OVERLAP SIDEWALL OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE ALWAYSPLACE TOP PLATE .. . . . . . . . . . . . . . . . ALWAYS PLACE HEADER AT HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING 5/s"O THREADED ROD . . .. . . . . . . . . . . . . . . . GARAGE . . .. . . . . . . . . . . . . . . HEADER . . . w/3x3x'/4* PLATE . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . . . . . T.R. 4- . . .. . . . . . . . . . . . . FULL HEIGHT (ONE IN SIDE . . . . . . . THREADED ROD HEADER AT PACK WITH 2-ROWS OF 16d . . . . . . . . . . . . . . . . . 1'/2 . .. . . . . . . . . . . . . . . Lou Pontigo and TOP OF ROUGH RING SHANK NAILS 0 12" O.C. . . . . . . . . WALL) MAX Associates, Inc. OPENING __0 A2)20ga STRAPS I I - HEADER TO JACK ATTACH GARAGE DOOR THRU ... XTEND HEADER TO TEXTEND HEADER TO FAR SIDE OF WALL 420 Osceola Avenue (2)2x6 KING STUDS UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL r-,-6x6 POST AS SHOWN. HTT5 W/ STUD PACK, PER GARAGE DOOR (2)2x6 OF 12)2X6 SPF V2 AS SHOWN. 0 jax. Beach, Florida 32250 EPDXIED 12" 4'-Omx4'-O* PIECE OF WALL Ph.242-0908 Fax. 241-9557 (2)2x6 JACK STUDS THREADED ROD-\ SUPPLIER JACKS �01 AND (1) 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER # SC:CA#3579 KING.\'' HTT5 w/ SHEATING INSTALL ATUPPER H TT w/ (2)2x6 CORNER 1" BELOW GARAGEHEADER (2)2x STUD CORNER**, THREADED ROD z z ... CORNER 1" BELOW GARAGE HEADER DETAIL A THREADEDROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A ON EXTERIOR STUD (TRIMED AS SHOWN) EPDXIED 12* EPDXIED 12" AND (1) P H. SHOWN) T> KING P.T. SOLE PLATE-s, FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS ........ jA E N 1j. ... GARAGE HTT5 w/ FASTEN SHEATING TO HEADER w/ 8d COMMON Q& GALV. BOX NAILS -IN 3* GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING SOLE PLATE j HTT5 w/ I � 00,0084 we*.-4 FLOOR ANCHOR THREADED ROD IN 3" GRID PATTERN AS SHOWN AND 3* O.0 IN ALL FRAMING (STUDS, BLOCKING & SI LLS) TYP. '60 E6 THREADED ROD A A' .4. EPDXIED 12" EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP. % SOLE PLATE ANCHOR GARAGE WING WALL SECTION A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING AT PANEL JOINT NAILED TOGETHER w/ 3-16d SINKERS 1461 THICKENED SLAB EDGE AT GARAGE OPENING. ... 6x6 POST NTH ABU66 5/s"O THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN W/ 5/8" THREADED ROD NOTES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4* WASHER. EPDXIED 12" MIN. %4 lo. z 0 A H V 6 to 8 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. N AL i�� GARAGE WING W LL ELEVATION 111141111110% Christopher J Sabourin P E FL PE#71461 GARAGE HEADER FRAMING 2 GARAGE PO�TAL WING WALL VMEN 3 GARAGE WING WALL FRAMING LESS THAN 1211 r��ISIONS DATE SO.2 0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �FIELJD ALTERA-noN CONTRACTOR SHALL CONTACT LOU PONTIGO 8t 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 PONTK30 8t 1-MTS12 STRAP CONSTRUCTION SPEC's ASSOCIATES MAY RESULT IN 0 EACH RAFTER ADDITIONAL ENGINEERING OR 10d COMMONS INSPECTION FEES. 2x6 SYP#2 LED3ER ROOF SHEATHING PER 0 6"o.c 1/2"xlO" S.S LAG BOLT w SCREWS 0 16*Q.0 CONSTRUCTION SPEC's SPLICE 2x6 x 4-6" P.T. SYP NO.2 /3-#8x3V W)OD_,11,. 2x6 SPF#2 RAFTERS 2x6 SPF#2 RAF RS EXPOSED RAFTER TAIL TO EACH ROOF 0 24*o.c TRUSS 0 24" O.C. AUGNED w/ STUDS 2x6 SYP#2 LEDGER H2.5T w/2-1/4"W SDS�� z SCREWS 0 16"o.c 2x4 SYP#2 LEDCER PRE-ENGINEERED- w/2-#80V WCDD-1 5-10d NAILS WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 2x SPF BLOCKING SCREWS 0 16*0.0 12d COMMON RIPPED TO FIT Ln 6x6 POST SEE PLAN_",� oe WIRE NAILS WITH GAP SHOWN 00, (2)H2.5T 0 4" 0.C. 0- Uj 1-H2.5T C 2x4 SPF#2 JOISTS 44 HORIZONTAL LEG STAGGERED < EACH jois r ALIGNED w/ RAFTERS W=4 0 lx4T&G BETWEEN 3-10d TOENAILS RAFTERS. SEE ARCH. EACH SIDE %"x8" LAG SCREW RECESSED ARCHITECTURAL 4x4 DIAGONAL DOUBLE--// BRACKET 1 x4 P.T. SYP ANON TOP PLATE V-4" FASCIA Uj WALL FRAMING %"x8* LAG SCREW SEE PLAN RECESSED SHEATHING MAY 4x4 VERTICAL TERMINATE AT TOP OFDBL. TOP PLATE. ALL EXPOSED METAL ALL EXPOSED METAL CONNECTORS AND CONNECTORS AM FASTENERS SHALL FASTENERS SHALL BE STAINLESS STEEL BE STAINLESS TEEL RAFTER TAIL DETAIL 7� < Uj S H E D F BRACKET DETAIL SHED ROOF BRACKET DETAIL r6 1*..�.2 VSO.2 SCALE: 3/4" V-0" j SCALE: 3/4" 1'-0* V) 0 Uj 00 z KING STUD TO PLATE*..... FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP SD WKC 156 SCREW. PLATE TO HEADER NTH LSTA12 0 32" O.C. PER PLAN IN LIEU OF THE H2.5A STRAPS ROOF 0,// 0 I F 4 40 STUD M ME PLATE& /0 SDWC15600 SCREW. SECOND STORY 0 32" O.C. TOP PLATE ELEV. STUD TO TOP PLATE: STUD TO TOP PLA 'W- i - 6. SDWC1 5600 SCREW. SDWC15600 SCREW.-0 1 Ir 0 32" O.C. 0 32" O.C. STUDS TO TOP PLATE STUD TO ROT PLATEe Tm BOT PLATE-TO TRUSS SDWC1 5600 SCREW. H2.5AO 32* ON-CENTER Y4"x4h" LAG SCREW 0 32" O.C. MISC AT EACH FLOOR TRUE-\ HEADER OR SDWC15600 SIMPSON H\3 WITH ROUND WASHER 1-MSTA24 I I I I I I TOP & BOT. OF >0 G EADER TO JACK STUD CRIPPLE STUD MSTA24 STRAP EACH 0 32" 0.C. SIDE OF HEAD R -------- DETAILS SOT PLATE M FRAMING Uj SOT PLATE TO FRAMING, 0 BELOW CS180 32m O.C. BELOW CS180 320 O.C. STILID TO LOIAER FIR Noma MSTA24 OR CS20STRAP STUD TO BOT PL 0 32" ON-CENTER BOT PLA]E TO TRUSS TRUSSES PERPENDICULAR TO WALL AQOVE SDWC1 5600 Y4mx4h" LAG SCREW 0 320 O.C. NOT SCALE DIMENSIONS FROM MSTA24 OR CS16 KING SIUD 10 LOWER NTH ROUND WASHEF THESE DRAWINGS.IF A DIMENSION 5 00 - -------- -- -- ---------- ------------ ------------- ----------- ------- 13TRAP EACH END RAMING 2 MSTA24 OR AT EACH FLOOR TRUSS UNCLEAR REFER TO THE OF WALL SEGMENT CS2 STRAPS ARCHITECTURAL DRAWINGS OR PLAN NAME 2ND FLOOR ELEV. FRANKLIN r DESIGN/DRAWN/CHECKED CS / RD LAP WOOD BEAM TRUSSES PARALLEL TO WALL ABOVE DATE 07.06.15 V&*:N 8 WALL STRAPPING DETAIL 9 CONVENTIONAL STRAPPING DETAIL WALL STRAPPING DETAIL SCALE VMEN WALL STRAPPING DETAIL SO. THIS DETAIL ONLY APPLIES WHEN NOTED 01 PLAN S THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN AS NOTED THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \ZD/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No. MLL-15-00348 CONTROL No. 3947 SHEET S002 SHEET 3 OF 9 SYMBOLS LEGEND C�7mM oz7 DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS Lou Pontigo and BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 EA/d 7146 A TE 0 I 4C OR 10 8x1 6 VENT SEE 8/S1.01 (TYPICAL) 'w U_ 3 S1.01 S1.01 C h r i s t o p h e r J Mourin P E F2.0 FL PE#71461 w-raw �'r-'x/ REVISION 11.19.15 :3.0 S1.01 Ar. 14'-21$ M SYP#2 P.T. DECK @ 16 O.C. SEE DETAIL 1/S1.0. rl OB S1.01 4 FIELD ALTERA-noN \�Si.01) C 01 PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 04 1 17� FROM THE INTENT OF THE ORIGINAL r3 CONSTRUCTION DOCUMENTS.ANY SAWCUT I ?q FIELD ALTERNATIONS MADE PRIOR TO S1.01 BEING APPROVED BY LOU PONTK30 a ASSOCIATES MAY RESULT IN ir ADDITIONAL ENGINEERING OP. IC I I 1 11 1 1 1 Lr. _j �-o r 10 <1 _T S1.01 V) CONTRACTOR MAY INSTALL 8x16 VENT SEE 8/S1.01 �ROVIDE SAW CUTS PER STEMWALL IN LEU F MOINO (TYPICAL) 2/S1.0, BUILDER TO FOOTING, SEE 1/SI.01 FO� FLOOR MATERIAL. I I 1 -1 rT� F3.0 190ORDINATE WITH FINISH DETAILS. V) LU _j _j 1 17-.OY- DQ F2.0 ><1 F3.0 4 >q S1.0 U 8x16 VENT SEE 8/S1.01 X, S1 �01 (TYPICAL) X X) z 13P-7pp - �=�4: L-3.0 X, -p-j- 7 -Vol /4\ -Vol VN, -Vol '1�4 -Vol U Lij Uj 0 I J. r 2x8 SYP#2 P.T. DECK @ 16 ol O.C. SEE DETAIL 1/S1.0. Uj D ROVIDE 2-#4x4'_0 V) ^6 -H 1 CORNER CRACK BARS 0 3$-80$ 1 AT SLAB MID-DEPTH. F-7 17 S I LA 4" CONCRETE SL�B w/ 00 FIBERMESH @ 1.5 LBS/CU.YD. 0 R1 LU ^0 OF CIONCRETE OF! 6x6 W1.4xW1.4 X, t ^6 WWF ON 6MIL VA OR BARRIER IN P EPARED GRADE. X S1.0 00 k\S1.0) i3 X F3.0 x' X) L� F tt -I_ _j 8x16 VENT SEE 8/S1.01 S1.01 (TYPICAL) POST SEE PLAN DECKING PER ARCH. FOUNDATION M P.T. SOLE PLATE w/ SOLE PLATE ANCHORS PLAN @ 48" 0.C. STEMWALL & DO NOT SCALE DIMENSIONS FROM FOOTING SEE .01< THESE DRAWINGS.IF A DIMENSION 6 UNCLEAR REFER TO THE DETAIL 1/S1.01. ARCHITECTURAL DRAWINGS OR FLOOR JOISTSJ FRANKLIN SEE PLAN H3-/ RIM BOARD PLAN NAME FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD 2x8 P.T. LEDGER. r FOUNDATION PLAN FASTEN TO STEMWALL DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" 0.C. CS / RD /LAP 3-#5 EA. WAY SOT. 1 9-000 2�-Opl 20-0" F2.0 UNLESS OTHER NOTED SCALE: 1/411 1p-Os' w/ 5/ts" THREADED ROD 4 2-#5 3-#5 EA. WAY BOT. 1'-0" 2'-6 to 2`-6" F2.5 SHEARWALLS EPDXIED 4" MIN. @ 16" O.C. CONT. DATE 07.06.15 24" O.C. 4,o 3-#5 EA. WAY SOT. is-on 39-Olf 30-0" F3.0 (SW 8dO3-/6-) >0 SCALE FRONTPORCH CL 4-#5 EA. WAY BOT. it-o" 3*-6" 3"-6" F3.5 L SOLE PLT 0 f MEN NOTED ON PLAN 16$p 01 AS NOTED 4-#5 EA. WAY BOT. 19�0" 4p-Ops 40-0" F4.0 SEE NOTE 2 0 LPA No. 4-#5 EA. WAY BOT. 1$-ON 49-6#p 40-6" F4.5 TOLL-15-00348 1. INSTALL SOLE PLATE ANCHORS PER DETAIL CONTROL No. 1. THIS FOUNDATION PLAN ONLY CON VEYS STRUCTIURAL INFO. RELATED TO 'ME 3/SO.O FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS. SECTION 3947 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR 11. REFERENCE ONLY. EXAMPLE - SOLE PLT 0 36" = 36" S1.0 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ON-CENTER SPACING 0 S100 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 957o MODIFIED PROGTOR 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 I CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. rTF CORNER BARS (TYPICAL) SOLE PLATE ANCHOR, AT WALLS GR ---ATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE F7mMM mm 4'-0" HIGH, OTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pontigo and FOR TEMPORARY BRACING BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. SEE ARCH PLAN PERMANENT LATERAL 420 Osceola Avenue SLAB ON jax. Beach, Florida 32250 SUPPORT DETML. -";I%B ON GRADE, 51 PLAN. A. r P SE E PLAN. C7 GRADE OR CONC. SLAB, SEE PL.AN. E-Rd 8" CMU STEM WALL W \10,066 #4 DOWEL TO MATCH VERT. E/V, SLAB ON ' 4 #4 VERTICAL DOWELS @ 24" O.C. SHOWER PAN SLO:)ES TO DRAIN, SEE ARCH X STEMWALL SCHEDIJLE STEMWALL REINFORCING (SEE 4 4 GRADE 0. SCHEDULE) w/ 6" HOOK INTO a 2f� PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. ui CMU SEE PLAN I Go REINFOF CING FOOTING. LAP VERT REINFORCING COURSES 4 S 25" IF STEMWALL IS GREATER < 4 0 '0C.- 1 TO 6 #4 VERT. (P 48"O.C. 4 woo 4.4 . -4 to c) 1� s# a—, 7 TO 10 #4 VERT. 24"O.C. 4 "*N��ONTINUOUS CONCRETE THAN (3) COURSES. 4 STEMWALL, SEE 1 /S1 .01 CONT. CONCRETE FOOTING _L_ 11 TO 12 #4 VERT. t 8"O.C. to CLEAR FOOTING -11111%%1000% STEMWALLS OVER 6 COURSES TO 8"d x 16"w 1—STORY, W/(2)#5 CONT. HAVE TRUSS TYPE HORIZ. JOINT 4- - - Christopher J Sabourin P E REINF. BETWEEN EVEFY OTHER 1 O"d x 20"w 1,2—STORY, w/(3)#4 OR (2)#5 CONT. 10 90 x20" FL PE#71461 COURSE. FILL CELLr- SOLID. w/ 2—#5 CONT. riw;��_SIONS DATE*)II FOOTIN( W/ SHOWER, R.ESESS GARAGE STEM WALL STEMWALL FOOTING S1.01 (IF REQUIRED' k,!��.01 (IF REQUIRED) -�01 SCALE: 3/4" V-0" �nELD ALTEIRA'nON CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL d CONSTRUCTION DOCUMENTS.ANY STEP, SEE FIELD ALTERNATIONS MADE PRIOR TO 13EING APPROVED BY LOU POWIGO a ARCH. ASSOCIATES MAY RESULT IN (4" MAX.) ADDITIONAL ENGINEERING OR EQUAL TO SLAB INSPECTION FEES. THICKNESS. #3 BENT BARS @ 7B @ SLAB RECESS 18to O.C. w/ 2'—O)p TYPICAL WALL FRAMING LAP INTO SLAB ON GRADE. BRICK VENEER IS z AND ANCHORAGE PERNN,, (WHEN STEP IS GREATER CONE.TRUCTION SPECS. THAN 20 11) ACCEPTABLE WITHOUT U WALL FRAMING—\ 4-— WALL FRAMING INCREASE OF FOOTING 24" MAX STEP SI ZE. 4 SLAB ON 1" DEEP SAWCUT w/ SLAB ON GRADE, 4< Ln --————- GRADE, 2—#5 CONT. -- SEE PLAN. ELASTOMERIC SEALANT STEP, SEE ARCH. PLAN. Uj I /SEE PLAN SLAB ON .'A A-.-L: GRADE, SLAB ON . 4- SEE PLAN. 00 .—,j L GRADE, 'A 4q A co .4 NOTES: I`_SEE PLAN. .0 4 4' < 1 PROVIDE SAWCUTS TO CREATE 04 LIJ APPROXIMATE 16' X 16$ MAX. SQ. M, P to x16" THICKENED 2) SAWCUT CONIC. S-AB WITHIN 4 TO w/ 2—#5 CONT. 12 HOURS OF CCNC. PLACEMENT. OPTIONAL 890xi 6" 1—STORY, w/(2)#5 CONT. 3" 8 to X16 to 2" FLAIR 8`#x20$o 2—STORY, w/(2)#5 CONT. 8"x1 610 e.-l—STORY, w/(2)#5 CONT. n W/(2)#5 CONT. 8"x2l)" 2—STORY, w/(2)#5 CONT. rT� TA17L MONO. FOOTING AT STEP-DOWN SAW CL11T DETAIL K'6 BEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN S1.01 SCAL 3/4" 1 1-009 S1.01 \Z� .01 / \�-�_o 1 8x8 PRE—CAST LI N TEL, w/ o LLJ z 00 FLOOD VENT, SEE NOTES ABOVE 00 JAMB REINF. U MATCH DOOR ;Y4 WITH, SEE ARCH RE CESS C —"- SLAB ON GRADE, GRADE IL�±I I 1=-I I 1E, SEE PLAN. PAVING MISIC Ed I IE I I I�Hj j r-,-7 i L ul f=_..I I BY BUILDER CONCRETE STAND—OFF PAD TO WOOD POST 12"xl 2'� 1#5 CONT. FRAMING MATCH ARCHITECTURAL COLUMN DETAIL 1 OB DIMS. FOR BOX COL. 'Af/#3 PER PLAN. E.J. DETAILS FLOOD VENT NOTES: HAIRPINS AT EA. CORNER qk #3 TYPICAL ANCHORAGE MATERIAL I—'I- SLAB ON CLOSED TIE AT TOP PER CONST. SPECS. q 4 -A GRADE, —THE 30TTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS T/PAD = HOUSE PAVERS BY SEE PLAN. ABOV-__ THE ADJACENT GROUND LEVEL. FINISH FLOOR OTHERS 00 NOT SCALE DIMENSIONS FROM —OPE NGS SHALL BE MODEL 1540-510 SMART VENTS AS THESE DRAWINGS.IF A DIMENSION 6 P= THICKENED EDGE 8o1x8" UNCLEAR REFER TO THE MAN ACTURED BY SMART VENT. SMART VENTS OR APPROVED F -0 [DETAIL 10A ARCHITECTURAL DRAWINGS OR w/ 1—#5 CONT. EQU ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF -71 , PLAN NAME CONCRETE FOOTING FRANKLIN (SEE PLAN) DESIGN/DRAWN/CHECKED _CS RD /LAP DATE THICKENED SLAB FLOOD VENT DETAIL 1/0�9 PAD AT BOX COLUMNS Kio 07.06.15 -�01SCALE: 3/4 it-0$9 SCALE: 3/4" V-0" SCALE -�01 1\�.o 1 AS NOTED >_ LPA No. m TOLL-15-00348 0 CONTROL No. 0 3947 us SHEET 0 womm RJL. S1001 0 k,,.�SHE�ET 5�OF�9 �11 SYMBOLS LEGEND DESIGNATES SHEARWALL, THE HIDDEN E DESIGNATES SIDE OF WALL THE St 3&4 SHEARWALL SHEATHING TO 13E APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8--1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORTHEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACKAING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 %"' A307 DIAMETER FULL HEIGHT X THREADED ROD. SEE DETAIL 12/80.1 "i A307 DIAMETER FULL HEIGHT Ilk X5 THREADED ROD, SEE DETAIL 12/SO.1 1". P.. V\ A307 DIAMETER THREADED No ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 S A307 DIAMETER THREADED OF -P- A% ROD TERMINATES AT FIRST FLOOR 6) . TOP PLATE, SEE DETAIL 12/SO.1 ;h %*44' F?I SEE 3/SO.1 FOR BEAM CONN. (TYP) A SIMPSON HTT5 SEE DETAIL 15/SO.1 Christophe.r Sabourin PE FL PE#71461 I AL (2)2x8-1/1 C 2)2x6-1/1 SIMPSON DTT2Z SEE DETAIL15/SO.1 AL 19 r"ITETISZONS DATE4� L"1-' 41-4 ILVL _j Rao SIMPSON LTT20B SEE DETAIL15/S0.1 LANAI 11.19.15 I I SEE 1/SO.2. REVISION -(3)2x SPF#2 POST. (SIM) 12" LONG LIGHT GAUGE STRAP V) LSTA1 2 FASTEN TO TOP PLATE AND STUD L_'b_1 R_j WITH 5-10d COMMONS OSB WALL WALL STUD SCHEDULE V) SHEATHING. C14 PLATE STUD SIZE LOCATION to LIJ HEIGHT & SPACING C-4 go-in 2x4 SPF#2 0 16" O.C. RELD ALTERATION X Ir V_ < z X EXTERIOR 04 Uj 04 MAX > --,% C14 10'-1 2x6 SPF#2 0 16" O.C. CONTRACTOR SHALL CONTACT LOU 00 Lq EXTERIOR 0 MAX 2x4 SPF#2 0 12" O.C. PONTIGO a ASSOCIATES PRIOR TO U) MAKING ANY STRUCTURAL FIELD < 10'_i TO MODIFICATIONS WHICH MAY VARY w EXTERIOR 2x6 SPF#2 0 16" O.C. Go < 14'-0* FROM THE INTENT OF THE ORK31NALL 10'-Om CONSTRUCTION DOCUMENTS.ANY INTERIOR MAX 20 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO _j BEING APPROVED BY LOU PONTIGO a Z SEE 1/SO.2. 12'-0" 2x6 SPF#2 0 16" O.C. 2C ASSOCIATES MAY RESULT IN LL_ INTERIOR MAX 2x4 SPF#2 0 12" O.C. ADDITIONAL ENGINEERING OR (SIM) < U) 0 L_tol-_j k, z IN, 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE _j N�11 - D T_ I 04 F- LLJ 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. 04 IJJ CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. X Ld 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN 17 z YELLOW PINE. (3)2)16 POST DIRECTLY X < 04 LLJ BELO POST ABOVE. "O� m: 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. LCXq 1 041 PRO\4DE SOLID BLOCKING ��j Lj 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS (3)2x6 SPF#2 WITHI"'4 FLOOR SYSTEM. < TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16' O.C. Of MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT POST. z SHEARWALLS LU I VI I y 14 < 1 q.. COMBINED USE PANEL NOTES 6x6 SYP#2 RUSS FTG02 ABOVE orml 01 POST SET DIRECTLY ON_.�- z (2)2x6-1 1. EXTERIOR WALL SHEATHING SHALL BE STEMWALL BELOW W ABU44. 12)2x6 SPF#2 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST \-(3)2x4 SPF#2 'mj SEE DETAIL 2/S0.1 (TYPICAL) < OST. TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING z POST. CIN SPLICE LOCATIONS FOR MUL11 STORY CONDITIONS _0 U Uj 3r. 00 c-, 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. X C14 (2 x6- 1 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN 01 DETAIL 1/SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O Uj STRAP HEADER X GENERAL NOTES Lf) 00 PER DETAIL 7/S0.1. X 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. Z2 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD to SIZES AND SPACING. AT GIRDERS AND BEAMS, _j X +-j I ;i! PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER z PLIES. IN o LU 3.. 00 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. Coo X I N 6x6 SYP#2 POST SET DIRECTLY 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 00 < 2L)2x6 STUDS ]ELOW X 01-111 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES 00 z 04 ON STEMWALL BELOW W/ABU44. CONTINUOUS HE-ADER. TOGETHER PER DETAIL 6/SO.O 00 SEE DETAIL 2/S0.1 (TYPICAL) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL V) 3/SO.O 2%2 XIz V 5. AT SHEARWALLS, PROVIDE DIAPHRAGM (2)2x8-1/1 (2)2x8-1/1 2x6 SPF#2 FULL (2)2x8-1/2 (2)2x8-1/1� \-SEE 3/S0.1 FOR ATTACHMENT PER DETAIL 5/SO.1 BEAM CONN. (TYP) 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT HEIGHT STUDS 0 12" O.C. (2)2x6 POST DIRECTLY TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1 LBELOW JACK STUDS ABOVE. PROVIDE SOLID BLOCKING 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS WITHIN FLOOR SYSTEM. CS-18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN IST FLOOR THIS END w/ 9-10d. tm XF FRAMING WALL FRAMING PLAN NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. 1 00 NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 6 UNCLEAR REFER TO THE WALL FRAMING ARCHITECTURAL DRAWINGS OR CS18 STRAP w/ 10"' PLAN NAME END LENGTH. FASTEN THIS END w/ 9-10d. FRANKLIN FIRST LEVEL WALL FRAMING PLAN SOLE PLATE ANCHOR SPACING SCHD DESIGN/DRAWN/CHECKED CS / RD /LAP SCALE: 1/4" 1'-0" ALL EXTERIOR WALL 48" 0.C. DATE UNLESS OTHER NOTED 07.06.15 SHEARWALLS 24" O.C. SCALE (SW BdOY/6") AS NOTED LPA No. SOLE PLT 0 MEN NOTED ON PLAN SEE NOTE 2 TOLL-1 5-00348 ...... CONTROL No. 1 INSTALL SOLE PLATE ANCHORS PER DETAIL 3947 3/30.0 SHEET 2. AN'�NHDR SPACING SHALL BE AS NOTED. FOR OFFICE COPY EXAMPLE - SOLE PLT 0 36" = 36" ON.-CENTER SPACING S161 SHEET 6 OF9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. F7mM FRAMING PLAN NQTES* 1. FOR TYPICAL ROOF SHEATHING AND MAMING. SEE SHEET SO.O. 2. FOR SPEcinc UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET M& 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CUPS IMM DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Ponti8o and TRUSSAssociates, I nc. Floor Truss Connector List Roof Truss Connector List FASTENING DETAILS 420 Osceola Avenue Manu," Product Qty Manuf Product Qty jax. Beach, Florida 32250 USP MSH422 4 USP THD26 18 Ph.242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 USP THD46 5 4 10 % so.1 SO.1 IR (2) IS16 61 d FGE01 T17 T15 S OF 0 F02 ITHD26 T16 2x6 RAFTERS TAILS STUD DIRECTLY - - - - - - - y y Y SEE DETAIL 6/SO.2. BELOW TRUSS TOP PLATE TO THD26 WC15600 STUD SDWC15600 01 F02 T16 Christopher J Sabourin PE < UL U- U- FL PE#71461 2x6 RAFTERS TAILS 41 F02 SEE DETAIL 6/SO.2. ITHDA TRUSS TIE DOWN WITH SIMPSON SDWC -E71-90NS DATE 7 �FQII F02 I SO.0 11-19-15 A ITHD26 T16 Rafter to Top Plate shown REMSION Truss to Top Plate similar 1 7-- - - - - - - - - �FDII F02 I Optimal 20� D261 NO STRUCTURAL SHED lot 0' '�"�ROOF BRACKET NEEDED. At - I F01 FQ? 1-H (TYPICAL) 30, SO.1 0 _TF01 SHEATH UPPER WALL RELD ALTERATION V,In I NIN THD26 Z-- THRU LOWER ROOF T16 TO BEAM BELOW. A 5 LATES PRIOR TO MAKING ANY STRUCTURAL FIELD - - - - - - - L W TRUSS FO F02 ax 40 1 OSB BLOCKING ITHD26 T16 FROM THE I'4TENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY PANEL FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& Fol F02 SEE DETAIL ITHD26 FLOOR TRUSS TO BEAM SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN X 5E/S0.16 T16 STUD SDWC15600 ADDITIONAL ENGINEERING OR W/ H 2,5T F01 F02 I __V)I-TS1 6 ITHD26 a 12:1 pitch and must be "birdsmouth" cut. 2x10 P.T. LEDGER 2. Reference detail 4 for installation instructions. z FTG02 Z LAZ z ZL Z W A'-1 Z v 01 11 % 71' 7' 7 v =—Z..t PORCH CEILING AT SIMPSON SDWC INSTALLATION RANGE BOTTOM CHORD OF 0 0 u- TRUSS SEE 2/S0.1. 2x6 SYP#2 LEDGER U- U LD INSTALLED OVER N C4 00 "000'� SHEATHING. FASTEN N / - 2x8 SYP#2 P.T. DECK PORCH CEILING Al �<M��/ V) JOIST 0 16" O.C. TO TRUSSES w/ cog CO 9 F BOTTOM CHORD OF Uj 5-1 Od @ 24" O.C. LL��/' U- ATTACH TO LEDGER MSH422 MSH42 TRUSS SEE 2/SO.1.' W1 LUS28, RIP TO .00 1 1 1-i—ESTABLISH SLOPE P R ARCH. S1.2 U Uj FLOOR TRUSS A TO WALL w/SDWC1 5600. STUD NOT DIRECTLY 0 BELOW TRUSS M (y) 0 "Cl qW I'd" Uj (0 00 00 00 00 00 00 00 00 Go 0) SDWC15600 0 0 0 a C) C) a 0 r) (9 a a 0 C) a a =1 C) 0 0 C) C) < LLJ LL LL u- 11- u- LL LL LLI�� u- LL u- U- U- LL LL A. LL 11- U- LL 11- DECK JOIST Note: Reference detail 2a for installation angle limit L.L EACH SIDE OF POST (TYP.) SDWC INSTALLATION 0 RI Iq I q RMI 1 V .9p Rafter to Top Plate shown /,-Lr z ZU/ 41ww=ag�14 br 'h zuz I/ Aq4A&i�&�e 14 M&9&41 z Aj �9) (Truss to Top Plate similar) LU 2x8 P.T. LEDGER INSTALLED OVER SHEATHING. FASTEN TO 0 z SO.1 SO.1 RIM BOARD W/ 6-10d COMMONS STUD NOT DIRECTLY 00 @ 16" O.C. & 3—Y4"O x 4" LAG BELOW TRUSS SCREWS @ 32" O.C. Do not install SDWC in POST, SEE HANDRAIL hatched area 0 0 PLAN BY OTHERS SDWC15600 L I TRUSS ROOF RAFTER 140TES: STRAPPING NOTES U Oveftn J 1/2' MIN g " . SET ONE JOIST EACH —� 10 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING 2" MAX SIDE OF UPPER POST WkTER PROOFING* WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 B 13�11 DE SCREW UNLESS OTHE RWISE NOTED SDWC INSTALLATION RANGE SET POST DIRECTLY FLOOR AND ON BEAM BELOW, DE—CK IN, A E14 FLOOR SHEATHING IROOF TRUSS STRAP W/ 2—CS16 /--TO— Is— V81 Rafter or Truss z ULUK �)UKIlwb X*" minimum edge LACEMENT ,,-- FLOOR JOIST distance for full !J jr-----!=7�71 - values ( plice may be in upper or PLAN OR TRUSS without a plate --lower plate SLOPE splice) 00 NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 6 r I RIMBOARD JOIST, SEE UNCLEAR REFER TO THE LUS28 HANGER 0 X* from top plate A I ECTURAL DRAWINGS OR PLAN splice Offset CONTAC7 THE E.O.R. RIMBOARD OR TRUSS for full values STUD NO DIRECTLY o IBELOW TRUSS P LA N NAM E PT HEADER, o SEE PLAN 2x8 LEDGER. FASTEN w/ 6-10d WALL FRAMING FRANKLIN COMMONS @ 16" O.C. & 3— Y4" X4" FLOOR N�**4D ROOF TRUSS PLACEMENT PLAN DESIGN/DRAWN/CHECKED LAG SCREWS @ 32 0.C o CS RD LAP o o SCALE: N.T.S. DATE o SDWC AT TOP PLATE SPLICE o NOTE: SCALE 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND AS NOTED POST, SEE UPLIFT CONNECTOR SEE PLAN. LPA No. PLAN TOLL-15-00348 CONTROL No. 3947 P DrH SECTION SHEET 0 $I = it—Opp SCALE: 3/4 OFFICE CQPY S102 "0001 SHEET 7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN ---------- NE DESIGNATES SIDE OF WALL THE A 3&4 SHEARWALL SHEATHING TO BE APPLIED. F7mM 8d 0 j DESIGNATES 8d COMMONS 0 3* O.C. EDGE & 6" O.C. *IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8--1/2 OF PLYS & JACKAING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Assoc i a tes, I n c. 6S-1/1 JACKAING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.O. 420 Osceola Avenue BEAM OR TRUSS, SEE PLAN Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 ANCHOR LEGEND F L:CA#8344 SC:CA#3579 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/80.1 A307 DIAMETER FULL HEIGHT r X5THREADED ROD, SEE DETAIL 12/80.1 L #0* C A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR 146 TOP PLATE, SEE DETAIL 12/SO.1 go a otr A307 DIAMETER THREADED (95 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 SIMPSON HTT5 SEE DETAIL 15/SO.1 Ch ri stopher j S abou ri n P E FL PE#71461 SIMPSON D172Z SEE DETA1L15/SO.1 (2)2x6f j/1 ((2)M-1/2) SHEATH UPPER WALL DS1 8 REVISCINIS DATE THRU LOWER ROOF TO C51 8 SIMPSON LTT208 SEE DETAJL15/SO.1 WALL BELOW. 12" LONG LIGHT GAUGE STRAP LSTA12 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS WALL STUD SCHEDULE PLATE STUD SIZE 0 LOCATION I.- V) X HEIGHT & SPACING EXTERIOR 90-1. 2x4 SPF#2 0 16* O.C. RELD ALTERA-noN -j 0 C14 oeo�-. - SHEATH UPPER WALL MAX 10'-1 2x6 SPF#2 0 16* O.C. 2E CONTRACTOR SHALL CONTACT LOU THRU LOWER ROOF TO EXTERIOR MAX 2x4 SPF#2 0 12* O.C. PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD BEAM BELOW. EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" O.C. MODIFICATIONS WHICH MAY VARY < LLJ 14'-Om FROM THE INTENT OF THE ORIGINAL X Of 0 101-00 CONSTRUCTION DOCUMENTS.ANY 0 INTERIOR 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO C14 01-1% r4 MAX C4 BEING APPROVED BY LOU PONTIGO& LLJ 12'-Om 2x6 SPF#2 0 16* O.C. IX ASSOCIATES MAY RESULT IN %IF2 -1 0- SO.1 INTERIOR MAX 2x4 SPF#2 0 12* O.C. ADDITIONAL ENGINEERING OR E) 1. WALL STUDS SPECIFIED ON PLAN SUPERSEDE 'MIS TABLE 0- 0 4^8 z U-1 Ir- < I --ji M-i 0� Ld 0 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. 0 Ld m 0 CONTRACTOR MAY INCREASE STUD SIZE TO MEET 7LZLJ ARCHITECTURAL REQUIREMENTS. rom Z (0 V) C) X V) 0 LLI C14 _j V) 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN . 01-% < :D YELLOW PINE. m -j Lj Z cr - 0 1-- < 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 1-- 4x4 POST SET DIRECTLY 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS CS1 8 (3)2x6 SPF#2 z 0 bi POST. STRAP TO LIj ON BEAM BELOW. STRAP TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16* O.C. 4< LA SEE 3/S0.1 FOR > _j of MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT (D POST BELOW Z I TO POST BELOW w/CS16. SHEARWALLS X BEAM CONN. (TYP 0 < C14 WITH 1-CS18. 03: (TYPICAL) e-1% COMBINED USE PANEL NOTES L/I 04 CS181 0 X X CS1 8 -(0)Owl ry 1. EXTERIOR WALL SHEATHING SHALL BE CS1 8 ig BOT�' STUD CS18 CON11NUOUS FROM BOTTOM PLATE TO UPPER MOST WHERE NOTED. SEE DETAI CS1 8 TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING mj CS1 8 0 1< TIONS FOR MULTI STORY CONDITIONS AT BOTTOM RIGHT OF PA E. SPLICE LOCA LIJ C4 X 2. SEE SHEET SO.0 FOR WALL SHEATHING X C4 SPECIFICATIONS. 04 N CS18 3. UPPER MOST TOP PLATE SUPPORTING ROOF �j --CS18 %J MEMBERS SHALL BE STRAPPED AS SHOWN IN r% DETAIL 1/SO.O 0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL m 04 3/SO.O Lu < 0 GENERAL NOTES CD F-- X N C 4 V) I C14% %-.11 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. V) SEE WALL STUD SCHEDULE THIS SHEET FOR STUD Z) SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. CS18 2. SEE SHEET SO.0 FOR ROOF AND FLOOR 0 SHEATHING SPECIFICATIONS. z C�4 3. WERE FRAMING MEMBERS CONSIST OF MULTIPLE 00 00 X PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES U:C4' CS18 TOGETHER PER DETAIL 6/SO.O fn N 1 0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL (2)2x ((3)2xi 0-2/2� :E Q 0 3/SO.O U D TAI E. Lij lol, z 0 z r)0' csi j5 CS1B 14 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 00 (2)2x6 1/1 ((2)M:��/2 ATTACHMENT PER DETAIL 5/SO.1 e- 0 SEE 3/S0.1 FOR 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U 2x6 SPF#2 FULL BEAM CONN. (TYP) TERMINATE BETWEEN TRUSSES, SEE 6A/SO.1 HEIGHT STUDS @ 12" O.C. 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS CS-18 STRAPPING DETAIL CS1 8 STRAP w/ 10" END LENGTH. FASTEN 2nd FLOOR THIS END w/ 9-10d. MF WALL FRAMING ZO FRAMING Uj r ----- -- PLAN NO NAILS REQUIRED IN CLEAR SPAN FLOOR TRUSSES OR JOIST. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE WALL FRAMING ARCHITECTURAL DRAWINGS OR CD CS1 8 STRAP w/ 10- PLAN NAME END LENGTH. FASTEN FRANKLIN THIS END w/ 9-10d. r DESIGN/DRAWN/CHECKED SD OND LEVEL WALL FRAMING PLAN CS / RD /LAP SCAL---: 1/4" 1'-0" DATE 07.06.15 SCALE AS NOTED LPA No. TOLL-15-00348 CONTROL No. 3947 SHEET t; r OFFIC " CQ*""Y S193 ��H�EET�80�F9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. F7mM FRAMING PLAN NOTES* 1. FOR TYPICAL ROOF SHEATHING AND FRAMING. SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. A 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET = FAI 4. WEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CUPS M 0 DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. r I Lou Pontigo and TRUSSAssociates, I nc. 420 Osceola Avenue FASTENING DETAILS jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 too S 'k IRS N 61 I r S OF 41 0 4 0 ko STUD DIRECTLY 2x6 RAFTERS TAILS BELOW TRUSS TOP PLATE TO 6 SEE DETAIL 6/SO.2. SDWC15600 STUD SDWC15600 Christopher J Sabourin PE SO.2 2x6 RAFTERS TAILS FL PE#71461 SEE DETAIL 6/SO.2. TRUSS TIE DOWN WITH SIMPSON SDWC —�ISONS DATE CD Rafter to Top Plate shown Truss to Top Plate similar H TS 16 U Uj V0 HTS1 6 k" PROVIDE (2)2x6 BLOCKING TO TOP Optimal 22)T T CHORD OF TRUSS. 5' OF RAFTER LOCATED BEHIND BEARING WALL. lot 0' 401- FASTEN BLOCKING TO TRUSS w/ A35 30' T02 ANGLE EACH END. FASTEN RAFTER TO BLOCKING w/ A35 ANGLES. (TYPICAL) rFIELD ALTERAnON T02 CONTRACTOR SHALL CONTACT LOU STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD IBELOW TRUSS )CMax MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORK31NAL T02 NO STRUCTURAL SHED CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRJOR TO 2x6 S BLOCKING ROOF BRACKET NEEDED. BEING APPROVED BY LOU PONTIGO& 1) 1 SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN - BE (TYPICAL) ADDITIONAL ENGINEERING OR STUD SDWC15600 AND TRU INSPECTION FEES. C LIL < 1. Sloped—roof rafters may be sloped up to and including must be *birdsmouth* cut. a 12:12 pitch and I UZ 2. Reference detail 4 for installation instructions. 0 T '- SIMPSO DWC INSTALLATION RANGE 2x6 RAFTERS TAILS U V) 6 SEE DETAIL 6/SO.2. ��.�2 Uj T02 HTS1 6 ----------- xE; 0 FR ME F T02 99 /"*\ I \./'\\ V\ZA \Z r/ LM RAF 24 T-r- -- I j // 77%k. > e2x6 OVERFRAME W OVE FRrAME LEDGER Ir T03 SEE 9/SO. PORCH CEILING AT U LLJ \_RAFTERS @ 24" O.0 BOTTOM CHORD OF 2x6 RAFTERS TAILS w/ OVERFRAME LEDGER 026 TRUSSSEE 2/S0.1. z SEE DETAIL 6/SO.2. SEE 9/S0.1 T04 1� I �� 1 6 STUD NOT DIRECTL n BELOW TRUSS SDWC15600 ��TA)261 T05 < Uj 1[git Reference detail 2a for installation angle limit SDWC INSTALLATION THD2666 (Truss to Top Plate similar) Uj THI)26 L .4 0 z HTS16--\ T09 14. co (y) M M co co V- T- T- T- F- F- F- F- F STUD NOT DIRECT 6 T10 THJ2 BELOW TRUSS co (y) 0 CY) ce) Cf. C C In7 C) 0 7 0 Do not install SDWC in LL 7 LL LL .1 1 1 W LLI, uj, LLI U LLIJJ LU, LL q hatched area LU L4 T 4 /'Rl,/ \,/Itiv \41;� Nay N r SDWC15600 Overhang 1-1 1/2" MIN 6 HTS16 2" MAX SO.2 2x6 RAFTERS TAILS SEE DETAIL 6/SO.2. SDWC INSTALLATION RANGE TRUSS R1 OF RAFTER NOTES: STRAPPING NOTES TRUSS 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING X"* minimum edge ',,,,-Rafter or Truss PLACEMENT r WITH Z-12D TOENAILS & 1-SIMPSON SDWC15600 distance for full PLAN SCREW UNLESS OTHERWISE NOTED 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 5 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR JC from top plate CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECT BELOW TRUSS PLAN NAME r FRANKLIN ROOF TRUSS PLACEMENT PLAN DESIGN/DRAWN/CHECKED CS / RD /LAP SCALE: I\ .T.S. DATE SDWC AT TOP PLATE SPLICE 07.06.15 NOTE: SCALE 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND AS NOTED UPLIFT CONNECTOR, SEE PLAN. LPA No. TOLL-15-00348 CONTROL No. 3947 SHEET OFFICE COPY S1 *4 SHEET 9 OF9