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586 Timber Bridge Lane RESO19-0012 Pool House Shelterti > WA cc U m W 2'-4" 12 4 OPEN ELEVATION 2'-4" ATTIC LOUVER, EACH END. COLOR AND STYLE TO MATCH HOME CEMENTITIOUS SHAKE SIDING, MATERIAL, COLOR AND FINISH TO MATCH PRIMARY HOME. ARCHITECTURAL STANDING SEAM METAL ROOF, MATERIAL, COLOR AND FINISH TO MATCH PRIMARY HOME 21-411 EXPOSED TRUSS 12 RAFTER TAILS 4 6"X6" COLUMN WRAPPED TO 8"X8" BAHAMA SHUTTERS. MATERIAL, COLOR AND FINISH TO MATCH PRIMARY HOME CEMENTITIOUS LAP SIDING, MATERIAL, COLOR AND FINISH TO MATCH PRIMARY HOME. GC TO MATCH ALIGNMENT OF HORZ. JOINTS WITH HOME. CEMENT BOARD WAINSCOT PANELS, STYLE AND COLOR TO MATCH PRIMARY HOME. ATTIC LOUVER EACH JD, STYLE AND FINISH MATCH HOME MENTITIOUS DING, MATERI )LORAND FIN kTCH PRIMAR ZCHITECTURA 'ANDING SEAP )OF, MATERIA )LORAND FIN kTCH PRIMAR ELEVATION ,POSED TRUS AFTER TAILS ,HAMA SHUTT \TERIAL, COL( 41SH TO MATC .IMARY HOME (6" COLUMN RAPPED TO 8" :MENTITIOUS )ING, MATERIL )LORAND FIN ETCH PRIMAR' TO MATCH IGNMENT OF 1 INTS WITH HC MENT BOARD \INSCOT PANI YLE AND COL, XCH PRIMAR` 2'-4" ELEVATION J 0 0- C) O to W C� W PLATE HEIGHT �_ _HOME) O co w 10' - 1 1 /8" LO 0- 2 A1.1 0 Z 00 W D_ M Q 0 FINISHED FLOOR ELEVATION 5 SCALE: 3/8" = 1'-0" E HEIGHT HOME 10'- 1 1/8" D FLOOR 0'-0" 9' -off OPEN Iry TRAVERTINE PAVERS THROUGHOUT 2 A1.3 1 F.F.E. 11.20' GRANITE COUNTER TOP 1 I I o I BEVERAGE I l o o I CENTER I 9'-0" OPEN 0 CR _O ui 6"X6" COLUMN, WRAPPED TO 8"XS" Z ch W 1 O STEP DOWN r, , 1'-0" 3'-8" 1'-0" 3'-8" 10'-8" OPEN 7r 7r OPEN 20'-0" 3 A1.1 ( DENLARGED PLAN` N SCALE: 3/8" = 1'-0" EXTERIOR COLOR / MATERIAL SCHEDULE ROOF SILVER/ STANDING SEAM SIDING & TRIM WHITE / SHIPLAP CEMENT BOARD SIDING SHUTTERS SW MINOR BLUE / PAINTED WOOD WAINSCOT PANELS WHITE / CEMENT BOARD PANEL 2 0 2 4 6 SCALE: 3/8" PERMIT SUBMITTAL 1 � o10 MENT FD Z 0 a U W 0 y Pik �F �4O � Y ;a �' • . 7� ' ;BGG cA, Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone(904)252-8223 FL License No. AR97171 W 4Z J W W co G co LO A1.1 Z O Q W J _O fY W F— X W 06 Z a W 0 x J Z W D C C 2 WA i m 2 06 RA C 00 0 0 N 2 !�L��VATlLONSC1 SOUTH ELEVATION ROOF 19'- 1 1/8" `r ADDITION PROPOSED A -iEIGHT ' - 1 1/8" FLOOR _ 0'-0" EAST ELEVATION 1 SCALE: 3/16" = 1'-0" ROOF =1GHT OM 8" 1 1 � ROOF 19' - 1 1/8" -E HEIGHT _ HOME) � 10'- 11/8" ED /8" ED FLOO 0'-0" COMMUNITY DEVELOPMENT APPROVED NORTH ELEVATION 4 0 4 8 12 SCALE: 3/16" = 1'-0" PERMIT SUBMITTAL 5 _ ROOF 19'- 1 1/8" SLATE HEIGHT (HOME) 10'- 1 1/8" IISHED FLOOR. , 0'-0" i Z 0 (L U w w 0 ■ Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone(904)252-8223 FL License No. AR97171 Z O I- 0 W U) O 2 J O O a. W Z g �W V _0 m /W 5W L CID LO A1.2 U) 0 a w w w O Ir w x w J J 9 w O �7 10" 31- 8" 1 pr, OPEN 2'-6" OPEN 0y W OPE 2'-8" I Z Qw. BASE CAB. GRILL BASE - �o o o - kao 7 7- 7- ` e w 11 L j 0 L dU 2'-6" 2'-6" 2'-8" 2'-6" BASE CAB. BASE CAB. GRILL BASE BASE CAB. INTERIOR ELEVATION SCALE: 1/2" = 1'-0" V Z w CD 06 T&G CEMENT BOARD SIDING, INTERIOR 10'-1 1/2" 3'_8" 11.011 3'-811 OPEN OPEN vvvLL-I x %-mmrx or1oC DHOG l.H0. 1 4SMERIOR ELEVATION : 1i2 EXTERIOR COLOR / MATERIAL SCHEDULE Ur-MINU ULEAR SEALED / T&G NATURAL PINE INT. SIDING & TRIM WHITE / T&G CEMENT BOARD SIDING COUNTER TOP CARRARA MARBLE CABINETS GREY/ DECORA, SHAKER - EXTERIOR GRADE BAR CLEAR SEALED / CYPRESS TIMBER z ti U �I m t U tPS N t� N A Q co 0 PERMIT SUBMITTAL 5 EL a w F- 0 Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone (904) 262-8223 FL License No. AR97171 Al e3 Z 0 Q w J w w 0 ir w F - Z V I WALL MOUNTED TV r I i • vvvLL-I x %-mmrx or1oC DHOG l.H0. 1 4SMERIOR ELEVATION : 1i2 EXTERIOR COLOR / MATERIAL SCHEDULE Ur-MINU ULEAR SEALED / T&G NATURAL PINE INT. SIDING & TRIM WHITE / T&G CEMENT BOARD SIDING COUNTER TOP CARRARA MARBLE CABINETS GREY/ DECORA, SHAKER - EXTERIOR GRADE BAR CLEAR SEALED / CYPRESS TIMBER z ti U �I m t U tPS N t� N A Q co 0 PERMIT SUBMITTAL 5 EL a w F- 0 Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone (904) 262-8223 FL License No. AR97171 Al e3 Z 0 Q w J w w 0 ir w F - Z V A z ry U w Q� t U m m T--] W O O N M PROPOSED ADDITION PERMIT SUBMITTAL 5 w a a w F- 0 Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone(904)252-8223 FL License No. AR97171 W _U F- W 2 O O IV 0 A Z N 1 GENERAL NOTES: 1. GENERAL INFORMATION 1. THE ARCHITECT SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR THE CONSTRUCTION MEANS AND METHOD,TECHNIQUES, PROCEDURES OR SEQUENCES OR THE ACTS OF OMISSIONS OF THE CONTRACTOR OR ANY OTHER SONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2. IF THE DRAWINGS AND SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENT RESTRICTIONS AND REQUIREMENTS SHALL GOVERN. 3. PLAN NOTES, DETAILS AND SECTIONS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. TYPICAL DETAILS AND SECTIONS NOT CUT ON THE PLANS SHALL APPLY UNLESS NOTED OTHERWISE. 4. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 5. CONTRACTORS ARE REQUIRED TO COORDINATE THEIR RESPECTIVE WORK WITH ALL OTHER DISCIPLINES TO AVOID ANY CONFLICTS DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE STRUCTURAL DRAWINGS WITH ALL OTHER CONSTRUCTION DOCUMENTS. 6. LOCATION, SIZES AND QUANTITY OF ALL OPENINGS MAY NOT BE COMPLETELY INDICATED ON THE STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL OPENINGS WITH ALL OTHER DISCIPLINES PRIOR TO ANY FABRICATION. 7. CONTRACTORS ARE REQUIRED TO VERIFY EXISTING CONDITIONS PRIOR TO ANY FABRICATION OR CONSTRUCTION. IF EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, NOTIFYA/E IMMEDIATELY FOR MODIFICATIONS TO THE DRAWINGS. 8. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OFCONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING, SHORING, UNDERPINNING, ETC. THE A/E IS NOT RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES,SEQUENCES OR SAFETY PROCEDURES DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE IS COMPLETE. ANY BRACING INDICATED OR CALLED FOR ON THESE DRAWINGS ARE DESIGNED FOR THE FINAL AND COMPLETED STRUCTURE ONLY. 2. DESIGN CRITERIA 1. BUILDING CODE: THE FLORIDA BUILDING CODE 6TH EDITION, 2017. 2. DESIGN CODES: (LATEST EDITION, U.N.O.): - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10) - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (AFPA / AF&PA NDS -2012) -AMERICAN CONCRETE INSTITUTE (ACI318-11) - CONCRETE REINFORCING STEEL INSTITUTE (CRSI) 3. DESIGN LOAD CRITERIA: GRAVITY LOADS: - DEAD LOADS ROOF: 1. TOP CHORD OF TRUSS OR RAFTER........................................................ 7 PSF 2. BOTTOM CHORD OF TRUSS OR CEILING JOIST ....................................... 10 PSF - LIVE LOAD ROOF: 1. TOP CHORD OF ORDINARY FLAT AND PITCHED ROOFS .......................... 20 PSF (TRUSS OR RAFTER) WIND LOAD CRITERIA: - ULTIMATE DESIGN WIND SPEED .................. .................................... : Vult = 130 MPH (3 SECOND GUST) - NOMINAL DESIGN WIND SPEED ..................... .................................. : Vasd =100 MPH - - RISK CATEGORY.................................................................................: II - ENCLOSURE CLASSIFICATION ................................. .......................... :ENCLOSED - WIND EXPOSURE CATEGORY............................................................ : C - INTERNAL PRESSURE COEFFICIENT ................................................. : t 0.18 ULTIMATE DESIGN PRESSURES (PSF) FOR COMPONENTS AND CLADDING SURFACES: 2 3 4 - -I i 5 ZONE EFFECTIVE WIND AREA ROOF SURFACES VERTICAL SURFACE 1 2 20H 3 30H 4 5 10 S.F. OR LESS +31,-34 +21,-59 -74 +21,-87 -121 +37,-40 +37,-49 20 S.F. +19,-33 +19,-54 -74 +19,-81 -110 +35,-38 +35,-46 50 S.F. +17,-32 +17,48 -74 +17,-74 -95 +33,-36 +33,42 100 OR LARGER +16,-31 +16,-43 -74 +16,-68 -84 +31,-34 +31,-38 NOTES: 1. "a"= 3.0 FEET, 2. OH = OVERHANG LOADS. 3. THE PROPOSED STRUCTURE IS NOT LOCATED WITHIN A WIND BORNE DEBRIS AREA. 4. DESIGN PRESSURE VALUES FOR OTHER EFFECTIVE TRIBUTARY AREAS SHALL BE LINEARLY INTERPOLATED BETWEEN VALUES SHOWN. 5. THE DESIGN WIND LOADS PROVIDED ARE ULTIMATE VALUES AND SHALL BE USED WITH LOAD COMBINATIONS PER ASCE 7-10, CHAPTER 2. 3. EARTHWORKTOUNDATION NOTES 1. BUILDING FOUNDATION DESIGN BASED ON NET ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF FOR COLUMN SPREAD FOOTINGS AND FOR CONTINUOUS WALL FOOTINGS. 2. BUILDING FOUNDATION SHALL BE PLACED ON FIRM, UNDISTURBED NATURAL SOILS OR ON ENGINEERED FILL MATERIAL. FOR AREAS REQUIRING ENGINEERED FILL, THIS MATERIAL SHALL CONSIST OF CLEAN GRANULAR FILL COMPACTED AND PLACED IN LIFTS AS RECOMMENDED BY THE SOILS ENGINEER ON SITE. SOIL BEARING PRESSURE OF ENGINEERED FILL TO BE FIELD VERIFIED BY THE SOILS ENGINEER ON SITE PRIOR TO CONSTRUCTION. 3. SUBBASE MATERIAL UNDER SLABS -ON -GRADE TO BE CLEAN GRANULAR FILL COMPACTED AS RECOMMENDED BY THE SOILS ENGINEER ON SITE. 4. BACKFILL. AGAINST GRADE BEAMS AND SITE WALLS SHALL BE PLACED EVENLY ON BOTH SIDES. 5. UNDERCUTTING OF THE SOIL FOR FOUNDATION AND/OR PLACEMENT MAY BE REQUIRED. THE STRUCTURAL DRAWINGS MAY NOT INDICATE THE ENTIRE SCOPE OF UNDERCUTTING, FILL, BAD SOIL OR ROCK REMOVAL THAT MAY BE REQUIRED TO ATTAIN THE DESIGN SOIL BEARING PRESSURES. IT IS THE CONTRACTOR'S RESPONSIBILITY, BEFORE BIDDING, TO ASSESS THE EXTENT OF EXCAVATION AND COMPACTION THAT MAY BE REQUIRED TO MEET THE DESIGN CRITERIA. 6. IF DEWATERING IS REQUIRED, SUMPS SHALL NOT BE PLACED WITHIN THE FOUNDATION EXCAVATION. 1 ' 2 4. CONCRETE 1. ALL CONCRETE, UNLESS OTHERWISE NOTED IN SCHEDULES OR DETAILS, SHALL HAVE A MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH OF 3000 PSI. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF). 2. ALL CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR -ENTRAINED. FOR SURFACE FINISHES AND OTHER REQUIREMENTS, REFER TO THE CONCRETE SPECIFICATIONS. 3. DETAILS OF FABRICATION OF REINFORCEMENT, HANDLING AND PLACEMENT OF THE CONCRETE, CONSTRUCTION OF FORMS AND PLACEMENT OF REINFORCEMENT, NOT OTHERINISE COVERED BY THE PLANS AND SPECIFICATIONS, SHALL COMPLY WITH THE LATEST EDITION OF THE A.C.I. CODE AND C.R.S. I. REQUIREMENTS. 4. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED EDGES OF CONCRETE AND THE EXPOSED CORNERS OF BEAMS, GIRDERS AND COLUMNS UNLESS OTHERWISE SHOWN OR NOTED. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAILS. 5. ALL MISCELLANEOUS ITEMS TO BE INSTALLED IN ANY CONCRETE WORK, SUCH AS PIPES, ELECTRICAL CONDUITS, DOVETAIL ANCHOR SLOTS, RELETS, ETC., SHALL BE PROPERLY LOCATED, INSTALLED AND CHECKED PRIOR TO PLACEMENT OF CONCRETE. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR THE EXACT EXTENT AND LOCATION OF THESE ITEMS THAT ARE NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. 6. PROVIDE SLEEVES FOR ALL PIPE AND CONDUIT PENETRATIONS IN FOUNDATION WALLS, GRADE BEAMS, WALL FOOTINGS AND TRENCH FOOTINGS TO TOTALLY SEPARATE THE PIPES FROM THE CONCRETE. 7. THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER BEFORE STARTING CONCRETE WORK TO ESTABLISH A SATISFACTORY PLACING SCHEDULE AND TO DETERMINE THE LOCATION OF CONSTRUCTION JOINTS SO AS TO MINIMIZE THE EFFECTS OF SHRINKAGE. 8. NO HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE IN CONCRETE WALLS, FOOTINGS, BEAMS OR SLABS UNLESS SHOWN OR NOTED IN THE CONTRACT DRAWINGS. VERTICAL JOINTS ARE PERMITTED IN CONCRETE SLABS, WALLS, WALL FOOTINGS, TRENCH FOOTINGS AND GRADE BEAMS. REFER TO TYPICAL DETAILS. 9. ALL CONSTRUCTION JOINTS IN CONCRETE WALLS, FOOTINGS, BEAMS OR SLABS SHALL BE PROVIDED WITH A KEY WAY. THE SURFACE OF THE CONCRETE SHALL BE THOROUGHLY CLEANED AND ALL LATIANCE REMOVED. IN ADDITION, THE JOINT SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF CEMENT GROUT OR A BONDING AGENT IMMEDIATELY BEFORE PLACING CONCRETE. 10. CONTROL JOINTS, IF NOT SHOWN ON DRAWINGS, SHALL BE PROVIDED IN ALL SLABS -ON -GRADE THAT ARE EXPOSED OR THAT SUPPORT BRITTLE FINISHES SUCH AS CERAMIC TILE OR TERRAZZO. JOINTS SHALL BE LOCATED ON EACH COLUMN LINE AND NOT TO EXCEED 15' IN EITHER DIRECTION U.N.O. SEE TYPICAL SLAB -ON -GRADE DETAILS. 11. THE SAW CUTTING OF CONTROL JOINTS IN A SLAB -ON -GRADE MAY BEGIN WHEN THE CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE THE SURFACE AND BEFORE THE CONCRETE DEVELOPS RANDOM SHRINKAGE CRACKING. SAW CUTTING MAY BEGIN AND FINISH WITHIN 4 TO 12 HOURS AFTER SURFACE FINISHING IS COMPLETE. 12. REFER TO CONCRETE SPECIFICATIONS FOR FLOOR FLATNESS REQUIREMENTS AT THE SLAB -ON -GRADE. 13. MAINTAIN A MAXIMUM SLOPE OF 1 VERTICAL TO 2 HORIZONTAL BETWEEN BEARING ELEVATIONS OF ADJACENT FOOTINGS TO AVOID UNDERMINING FOUNDATIONS UNLESS NOTED OTHERWISE IN PLANS. 14. SET ANCHOR BOLTS WITH 3/4" THICK PLYWOOD TEMPLATES OR 1/4" THICK STEEL PLATE TEMPLATES AND BRACE AGAINST DISPLACEMENT. 5. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315, ACI 318, AND CRSI 2. REINFORCEMENT SHALL HAVE DEFORMED SURFACES IN ACCORDANCE WITH ASTM A615 WITH MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. WELDED WIRE FABRIC SHALL BE SMOOTH CONFORMING TO ASTM A185, 4. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE. 5. PROVIDE CORNER BARS AT ALL WALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. 6. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE PROTECTION (CLEAR COVER) UNLESS OTHERWISE NOTED: SURFACES NOT FORMED AND IN CONTACT WITH SOIL ...............: 3" FORMED SURFACES IN CONTACT WITH SOIL OR WEATHER ......... : 2" - BEAMS, GIRDERS AND COLUMNS .................................................: 11/2" - WALLS AND JOISTS........................................................................ 3/4 - SLABS ON GROUND......................................................................: 2" FROM TOP 7. CONTINUOUS REINFORCING STEEL IN CONCRETE SHALL BE LAP SPLICED PER CONCRETE LAP TABLE, CLASS "B", OR MASONRY LAP TABLE. TYP. U.N.O., WWF WIRE SPLICE SHALL BE ONE FULL MESH SPACING + 6". 8. OPENINGS THROUGH CONCRETE WALLS, SLABS OR OTHER STRUCTURAL ELEMENTS NOT DETAILED ON THE STRUCTURAL DRAWINGS MUST BE LOCATED AND SHOWN ON THE APPLICABLE REINFORCING STEEL SHOP DRAWINGS. THE FINAL LOCATION OF ALL OPENINGS MUST BE REVIEWED BY THE A/E BEFORE THE CONCRETE IS POURED. 9. WELDED WIRE FABRIC IN THE CONCRETE SLAB -ON -GRADE SHALL BE SUPPORTED TO PROVIDE REQUIRED COVERIPLACEMENT DEPTH; AND PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT OPERATIONS. 10. ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK, U.O.N. 11. AT CHANGE IN DIRECTION OF CONCRETE WALLS, BEAMS AND STRIP FOOTINGS PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL REINFORCING. 12. EPDXY ADHESIVE ANCHORS SHALL BE INSTALLED WITH SIMPSON SET -XP UNLESS OTHERWISE NOTED ON PLANS AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS BY SIMPSON OR APPROVED EQUAL. 13. REINFORCING STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL CAREFULLY CHECK AND "APPROVED" BEFORE STAMP SUBMITTING TO THE EOR. NO SPLICES OR OTHER DETAILS ARE TO BE ADDED WITHOUT SUBMITTAL. 3 6. WOOD F RAM I N G 1. ALL WOOD MEMBERS EXPOSED TO EARTH OR IN CONTACT WITH CONCRETE MASONRY OR EARTH SHALL BE TREATED WITH A PRESERVATIVE SUITABLE FOR THE SITE. 2. EXPOSURE CONDITIONS. MIN. OF PRESSURE TREATED IS REQUIRED. IF ACQ TREATMENT IS PROVIDED ON THE MEMBERS THEN ALL NAILS AND SCREWS ARE REQUIRED TO BE HOT -DIPPED GALVANIZED AFTER FABRICATION MEETING ASTM A 153, CLASS C OR ASTM 8695. 3. ALL EXPOSED EXTERIOR HARDWARE TO BE HOT -DIPPED GALVANIZED AFTER FABRICATION MEETING ASTM A 153, CLASS C OR ASTM B695. 4. ALL FRAMING CONNECTORS AND HARDWARE NOTED ON DRAWINGS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. 5. ATTACH BASE PLATES TO SLAB WITH A MINIMUM OF A SIMPSON 1/2"x 4-1/2" 11TEN SCREWS AT 32" O.C. SPACING UP TO 10' PLATE, 16" O.C. UP TO 16 PLATE, WITH (1) SCREW WITHIN 4" OF EACH SIDE OF PLATE BREAKS AT LOAD BEARING AND SHEAR WALLS. 6. THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF SYSTEM IS INSTALLED. 7. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC EXCEPT AS NOTED WITHIN THESE PLANS. 8. ALL MANUFACTURED LUMBER SHALL BE PRESSURE TREATED TO A SERVICE LEVEL 3 TREATMENT FOR EXTERIOR CONDITIONS, U.O.N. 9. SYP#2 SHALL BE USED FOR ALL HEADERS AND TOP PLATES AND ALL CONVENTIONALLY FRAMED MEMBERS. SYP#2 PRESSURE TREATED SHALL BE USED FOR ALL SILL PLATES, U.O.N. 10. HEADER STUDS AND CRIPPLES SHALL BE NAILED AT 6" ON CENTER SPACING W/ 12D NAILS STAGGERED. A MIN. OF (1) CRIPPLE AND (1) KING STUD SHALL BE PROVIDED AT END OF EACH HEADER U.O.N. 11. HEADERS EXCEEDING 48" PROVIDE SIMPSON SST-SPH4/6 OR SST-LSTA18 STRAPS FROM HEADER TO DOUBLE TOP PLATE AT 32" OP CENTER SPACING, ''Y" DIAM. ANCHOR BOLT OR'Y2"x7" EPDXY ANCHOR SHALL BE INSTALLED IF HEADER IS GREATER THAN 5'-0". 12.ATTACH HEADERS OR BEAMS TO POST WITH (2) SIMPSON CS20 FLAT STRAPS WITH (7)10d x 11/2" NAILS TO HEADERS/BEAM AND (7) 10d x 11/2" NAILS TO POST U.O.N. ON PLANS. NOTCH HEADERS/BEAMS UNDERTOP PLATES AND BEAR ON JACK STUDS OR USE SIMPSON HUC410 HANGER WITH (8)16d NAILS TO WALL, (8)16d NAILS TO HEADER. 13.ANCHOR POST TO FOUNDATION WITH A MINIMUM OF SIMPSON ABU POST BASE WITH (1) 5/8" THREADED ROD SET 7" INTO THE FOUNDATION AND (12)16D NAILS TO POST OR USE (1) SIMPSON H7T16 HOLD-DOWN WITH (1) 5/8" THREAD ROD SET 7" INTO FOUNDATION (18)16D NAILS INTO POST, TYPICAL U.N.O. ON PLANS. 14. PRE -FABRICATED WOOD TRUSSES SHALL COMPLY WITH NDS AND ANSI/TIP 1-02. THE DESIGN OF PRE -FABRICATED WOOD TRUSSES AND ASSOCIATED CONNECTIONS SHALL BE DESIGNED BY A SPECIALITY ENGINEER REGISTERED IN THE STATE OF FLORIDA. DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL AND BEAR THE SEAL AND SIGNATURE OF THE SPECIALTY ENGINEER. DESIGN CRITERIA SHALL BE CLEARLY LABELED WITH RATED LOAD CAPACITY OF ALL TRUSS TO TRUSS CONNECTOR, REACTIONS, SIZES OF ALL MEMBERS, DEAD, LIVE AND WIND LOADINGS WITH SPECIFIED SPACING. 15, JOBSITE HANDLING AND ERECTION AND TEMPORARY TRUSS BRACING DURING INSTALLATION OF TRUSSES SHALL BE CLEARLY LABELED AND COMPLY WITH TPIMTCA BCSI 1. 16. PROVIDE CONTINUOUS LATERAL BOTTOM CHORD TRUSS BRACING W/ A MIN. OF SYP#2 2X4'S AT 4'-0" ON CENTER, ATTACH w/(3) - 16d .148x31/4" COMMONS EA.TRUSS MEMBER TYP. U.O.N. 17. ALL PRE -FABRICATED TRUSSES SHALL BE FASTENED TO THEIR SUPPORTING MEMBERS I.E. WALLS, BEAMS WITH CONNECTOR PER UPLIFT INDICATED ON TRUSS DRAWINGS. SEE SCHEDULE FOR CONNECTOR VALUES. PERMIT ISSUE 4 1 5 a ¢a 0 0 a 0 U LU 0 SEAL Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone (904) 252-8223 FL License No. AR97171 Z O 0 0 Q W U) D O LU _j U O W 0 W °6 Z W ~ Z J W J 0 LU Z LU0 m W m F_ W Li SO.1 I C 0 1 2 3 4 7. TREATED WOOD 1. LUMBER AND TIMBER SHALL CONFORM TO THE SOUTHERN PINE INSPECTION BUREAU "STANDARD GRADING RULES", CURRENT EDITION. ABBREVIATIONS • r Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone (904) 252-8223 FL License No. AR97171 I 0 a U 0 SEAL Z 2. ALL LUMBER AND TIMBER SHALL BE DRESSED S4S AND GRADE STAMPED BY AN AGENCY CERTIFIED BY THE AMERICAN LUMBER 0 STANDARDS COMMITTEE'S BOARD OF REVIEW AND MANUFACTURED IN ACCORDANCE WITH PS 20, LATEST REVISION. PROVIDE Q W U NOMINAL SIZES AS INDICATED ON DESIGN PLANS. WANES ARE NOT ACCEPTABLE IN EXPOSED MATERIAL. AB - ANCHOR BOLT K - KIP(s) W I- D 3. ALL EXTERIOR WOOD, N0.2 SOUTHERN YELLOW PINE K.D. AFTER TREATMENT. TREATMENT SHALL BE IN ACCORDANCE WITH ALT -ALTERNATE KIP(s) - 1000 POUNDS i Q AWPA STANDARDS FOR MCQ .40P/CF. FOR ABOVE GROUND, .60P/CF. FOR PERMANENT FOUNDATION USE. APPROX -APPROXIMATELY KLF -KIPS PER LINEAR FOOT o 4. CUT SURFACES OF TREATED WOOD SHALL BE TREATED WITH PRESERVATIVE IN ACCORDANCE WITH AWPA STANDARD M4. ARCH - ARCHITECT KJ - CONSTRUCTION JOINT Z COPPER NAPHTHENATE SOLUTION SHALL BE BRUSHED INTO ALL BOLT HOLES. ARCH'L - ARCHITECTURAL L -ANGLE W B/ - BOTTOM OF LG -LONG BC - BOTTOM CHORD LLH - LONG LEG HORIZONTAL BLDG - BUILDING LLV - LONG LEG VERTICAL 8. THREADED ROD INSTALLATION BM - BEAM LP - LOW POINT BOTT - BOTTOM LW - LONG WAY 1. RODS REQUIRE A MINIMUM LENGTH OF (1) BAR DIAMETER INTO THREADED ROD COUPLER. BRG -BEARING MFR -MANUFACTURER C/C -CENTER TO CENTER MAS -MASONRY 2. THE TOP NUT SHALL BE SNUG TIGHT WITH AN ADDITIONAL FULL TURN OF THE NUT TO ACHIEVE FULL TENSION. CIP - CAST IN PLACE MO - MASONRY OPENING 3. THE MAXIMUM SPACING OF THE ANCHOR RODS SHALL BE AS INDICATED ON THE DRAWINGS. THE TOLERANCE OF ROD PLACEMENT SHALL BE +/-6". THE MINIMUM ROD CJ - CONTRACTION JOINT MAT'L - MATERIAL EMBEDMENT INTO THE FOUNDATION SHALL BE AS SPECIFIED ON PLANS & DETAILS S4.3. CL -CENTERLINE MAX -MAXIMUM 4. PROVIDE ANCHOR BOLT OR ROD WITHIN 12" EITHER SIDE OF BREAK POINT OF THE SILL PLATE. PLACE ROD WITHIN 6" OF BOTTOM DOUBLE TOP PLATE SPLICED PLATE CLR CMU -CLEAR - CONCRETE MASONRY UNIT MECH'L - MECHANICAL JOINT AND THE ROD SHALL BE CENTERED ON THE DOUBLE TOP SPLICE PLATE JOINT OR PROVIDE A ROD WITHIN 12" OF JOINT. WHEN ROD EXCEEDS 6" FROM JOINT MTL - METAL PROVIDE SIMPSON SSP AT JOINT. COL -COLUMN MIN -MINIMUM 5. PROVIDE FIRST ROD AT A MAXIMUM OF 8" OF CORNER STUDS. CONC -CONCRETE MISC -MISCELLANEOUS CONFIG - CONFIGURATION NS - NEAR SIDE 6. IN LIEU OF ALL THREADED RODS CONTRACTOR MAY SUBSTITUTE CONVENTIONAL STRAPPING, OR IN AREAS INDICATED ON PLANS TO USE CONVENTIONAL STRAPPING: CONT - CONTINUOUS NIC - NOT IN CONTRACT a. SIMPSON SPH6 W/ (10)10d NAILS (OR EQUAL) AT EACH END FOR WALL STUD/TOP OR BOTTOM PLATE CONNECTIONS AT 32" ON CENTER SPACING U.O.N. CONTR - CONTRACTOR NTS - NOT TO SCALE b. SIMPSON SPH6 W/ (10)10d NAILS (OR EQUAL) FOR STUD AND (6)10D NAILS TO SILL PLATE CONNECTIONS AT 32" ON CENTER SPACING U.O.N. CTR - CENTER OC - ON CENTER i DBL -DOUBLE OH -OPPOSITE HAND c. ATTACHMENT OF SILL PLATE TO CONCRETE SHALL BE WITH A MINIMUM OF (1) 5/8" DIAMETER ANCHOR BOLT AT 24" ON CENTER SPACING. DET - DETAIL OPNG - OPENING d. LOAD BEARING STUD WALL BEARING ON BEAM OR TRUSS BELOW PROVIDE A MINIMUM OF A SIMPSON MSTA21 OR HTS20 @ 32" ON CENTER SPACING IN ADDITION TO DIA - DIAMETER PAF - POWDER ACTUATED FASTENERS IC THE CONVENTIONAL STUD/PLATE STRAPPING ABOVE U.O.N. ON PLANS. DIM DN -DIMENSION PART -PARTITION DOWN WN PART'L - PARTIAL DR - DOOR/DRAIN PCJ - PRECAST CONCRETE JOIST DWG - DRAWING PL - PLATE 9. EXTERIOR WALL & INTERIOR S H EARWAL L SHEATHING EA EE -EACH - EACH END PLF PSF - POUNDS PER LINEAR FOOT - POUNDS PER SQUARE FOOT '�� EF -EACH FACE PSI -POUNDS PER SQUARE INCH 1. WALL PANEL SHALL BE A MINIMUM OF EXP. 1 APA RATED 19/32" THICK SHEATHING OR APA RATED 15/32" THICK STRUCTURAL 1 -PLYWOOD: SPAN RATING NOT LESS THAN 32/16. ` �'``,_ EJ - EXPANSION JOINT PT - POST TENSIONED/PRESSURE TREATED 2. FASTEN WALL PANELS WITH A MINIMUM OF 8d COMMON NAILS AT 6"O.C. SPACING AT ALL SUPPORTED EDGES & 8"O.C. AT INTERMEDIATE SUPPORTS. EL -ELEVATION R - RISER/RADIUS ELEV - ELEVATION/ELEVATOR REG -REGULAR 3. SW -3 FASTEN WALL PANELS WITH A MINIMUM OF 8d COMMON NAILS AT 4"O.C. SPACING AT ALL SUPPORTED EDGES & 6"O.C. AT INTERMEDIATE SUPPORTS. ENGR - ENGINEER REINF - REINFORCING 4. PROVIDE 8d COMMON NAILS AT 3"O.C. AROUND ALL OPENINGS. USE 3" EDGE NAILING IN THE LOWER TOP PLATE ON ALLEXTERIOR WALLS. EOR - ENGINEER OF RECORD REM - REMAINDEREOS -EDGE OF SLAB REQ'D -REQUIRED EQ -EQUAL REV -`REVISED/REVISION EW - EACH WAY RM - ROOM EXIST - EXISTING RO - ROUGH OPENING 10. SHEAR WALLS EXP - EXPANSION RQMTS - REQUIREMENTS EXT - EXTERIOR SCHED -SCHEDULE 1. ALL EXTERIOR SHEATHED WALLS ARE DESIGNATED AS SW -1 AND SHALL BE NAILED WITH SAME NAILING PATTERN AS OUTLINED ABOVE WITH A MINIMUM OF (2) STUDS AT EACH FIN - FINISH SECT - SECTION END OF THE WALL SEGMENT OR AS INDICATED ON PLANS. AND ALL EXTERIOR & INTERIOR SHEATHED WALLS DESIGNATED AS SW -3 ON THE PLANS AND SHALL BE NAILED FLR - FLOOR SIM - SIMILAR WITH NAILING PATTERN AS OUTLINED ABOVE WITH A MINIMUM OF (3) STUDS AT EACH END OF THE WALL SEGMENT ORAS INDICATED ON PLANS. FND - FOUNDATION SL -SLOPE 2. PROVIDE 2X BLOCKING AT ALL PANEL EDGES & CONT. HORIZONTAL 2X BLOCKING @ 48"O.C. TYP. U.O.N. FOM - FACE OF MASONRY SOG - SLAB -ON -GRADE 3. PROVIDE A MINIMUM OF (3) MSTA30 OR (1) H75 (26-10d NAILS & 5/8" EPDXYANCHOR w/7"EMBEDMENT) HOLD DOWN(OR EQUAL) IN LIEU OF THREADED RODS AT ENDS OF EACH FS FT - FAR SIDE SP - SPIRAL SHEAR WALL SEGMENT UNLESS OTHERWISE NOTED ON PLANS. -FOOT SQ -SQUARE FTG - FOOTING SS - STAINLESS STEEL GA -GAGE STD -STANDARD B GALV - GALVANIZED STL - tTEEL 11. ROOF SHEATHING AND DIAPHRAGM ATTACHMENT GC- GENERAL CONTRACTOR STRUCT'L -STRUCTURAL I GT - GIRDER TRUSS SW -S HEARWALL/SHORT WAY HC - HOLLOW CORE T/ TOP OF HCP - HOLLOW CORE PLANK TB - TIE BEAM 1. ROOF SHEATHING- USE A MINIMUM OF EXP. 1 APA RATED 15/32" THICK SHEATHING WITH A SPAN RATING NOT LESS THAN 32/16. ALL PANELS SHALL BE CONTINUOUS OVER A MINIMUM OF 3 HDG - HOT DIPPED GALVANIZED TC TIE COLUMN/TOP SUPPORTS. END JOINTS SHALL BE STAGGERED. TYPICAL U.O.N. ON PLAN. - CHORD HG -HIP GIRDER TEMP -TEMPERATURE 2. ROOF ATTACHMENTS SHALL BE 6" ON CENTER SPACING AT PANEL EDGES AND 6" AT INTERMEDIATE SUPPORTS UTILIZING 8d RING -SHANK NAILS. REDUCE NAIL SPACING TO 3" ON CENTER HK -HOOK TJ -TIE JOIST �i AROUND ALL OPENINGS. TYPICAL U.N.O.ON PLAN. HORIZ -HORIZONTAL T!O - THRU OUT CD 3. ALL ROOF DIAPHRAGMS SHALL BE BLOCKED (SYP#2 2x4 BLOCKING) 4'-0" FROM GABLED ENDS. TYPICAL U.N.O.ON PLAN. ROOF ATTACHMENTS SHALL BE 4" ON CENTER SPACING AT PANEL HP - HIGH POINT TR - TREAD/TRUSS o EDGES AND 6" ON CENTER SPACING AT INTERMEDIATE SUPPORTS AND BLOCKING UTILIZING 8d RING -SHANK NAILS. REDUCE NAIL SPACING TO 3" ON CENTER AROUND ALL OPENINGS. HS - HIGH STRENGTH TYP - TYPICAL LU 4. ALL FLOOR DECKING DIAPHRAGMS SHALL BE GLUED & NAILED 6" ON CENTER SPACING AT PANEL EDGES AND 12" ON CENTER SPACING AT INTERMEDIATE SUPPORTS UTILIZING 8d COMMON IJ - ISOLATION JOINT UON - UNLESS OTHERWISE NOTED m m NAILS. INFO -INFORMATION VERT -VERTICAL INT - INTERIOR W/ - WITH w 5. WHERE PORCH CEILINGS ARE EXPOSED USE A MINIMUM OF EXP. 1 APA RATED 4'x8'x5/8" THICK CDX GROOVED SIDING, WITH A SPAN RATING NOT LESS THAN 40/20. AT UNDERSIDE OF ROOF IRR - IRREGULAR DECKING AT SIDING JOINTS, ATTACH EACH SIDE OF JOINT TO 2x4 PURLINS WITH A MIN. OF 6d GALV. SCREW NAILS AT 6" ON CENTER & MIN. OF 4" ON CENTERS WITHIN 4' OF GABLE END W/O - WITHOUT OU) WALLS. 2x4 SYP#2 PURLINS AT 24" ON CENTER SPACING. ATTACH TO RAFTERS/TRUSSES WITH A MIN. OF (3)16d x 31/4" COMMON NAILS. JR -JAMB REINFORCING WD - WOOD JO T -JOINT WP - ORK POINT n0 WWF - ELIDED WIRE FABRIC m 0 F - w 6 a� E �A0 _Y N co U d LO M f+l in co(O T N M T PE MIT ISSUE 1 2 4 5 • r Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone (904) 252-8223 FL License No. AR97171 I 0 a U 0 SEAL Z O 0 Q W U D O W I- J v O 0 w i Q W °6 Z w g o Z W 0 Z _0 m W CC� C co LID S0.2 I •� C In 0 1 CONCRETE REINFORCING DEVELOPMENT LENGTH SCHEDULE PER ACI 318 REINFORCING YEILD STRENGTH, Fy= 60 KSI CONCRETE COMPRESSIVE STRENGHT, F'c = 3,000 PSI SIZE OF BAR REQUIRED DEVELOPMENT LENGTH STRAIGHT BARS REQUIRED DEVELOPMENT LENGTH HOOKED BARS #3 1'-4" 8 1/4" #4 V-10" 11 1/2" #5 2'-4" V-3 1/4" #6 2'-9" 1'-4 1/2" #7 4'-0" V-7 1'4" #8 4'-7" 1'-10" #9 5'-2" 2'-0 3/4" #10 5'-10" 2'4" #11 6'-6" 2'-7" M 0 T rn w C9 0 w m m w U) O J O O (L 0) m O > W CID UA 0 0 C y Y Al 2 a M to N 00 0 N M 0 7-1 c (V � r M M � i M F— E CONCRETE REINFORCING SPLICE LENGTH SCHEDULE PER ACI 318 REINFORCING YEILD STRENGTH, Fy = 60 KSI CONCRETE COMPRESSIVE STRENGHT, F'c = 3,000 PSI SIZE OF BAR SPLICE (A) SPLICE (B) #3 V-1" 1'-5" #4 1'-6" 1'-11" #5 V-10" 2'-4" #6 2'-2" 2'-10" #7 T-2" #8 3'-9" 4'-11,. #9 4'-8" 6'-1„ #10 5'-7" 7'-3.. #11 6'-7" 8W" 7 3/4'� EQle EQ EXTEND REINF. BARS THRU CORNER, I PROVIDE 6x6 P.T. POST ATTACHED W/3" CLR. AT SLAB EDGE TYP. w/MPB66Z MOMENT POST BASE, TYP. (3) PLCS. Al TYP TD -1.33 52.1 I S i I �I 'I I I I -? r� B2 U U s2.1 I TYP B1 s2.1 PROJECT NORTH SLAB PLAN SCALE: 1/2" = 1'-0" NOTES: TD -1.33 DENOTES WOOD FRAME WALL, SEE WALL FRAMING NOTES FOR STUD SIZE & SPACING — 1. REFER TO ARCH. FLOOR PLAN FOR ALL OPENINGS, WALL LOCATIONS, DEPRESSED / SLOPING SLABS, ELEVATIONS & DIMS. 2. REFER TO SHEET S2.1 FOR FOUNDATION SECTIONS AND DETAILS. 3. FOOTINGS & FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 AND GEO-TECHNICAL INVESTIGATION REPORT. SEE PLAN FOR FTG. ELEVATIONS. 4. REFER TO SO.1 & SO2 FOR ADDITIONAL GENERAL NOTES & DESIGN CRITERIA. FOOTING SCHEDULE MARK SIZE (WxLxD) REINFORCING REMARKS 0 2 -PLY 2x6 #2 SYP BOTTOM OF FTG. SHALL BE TD -1.33 1'-4" x CONT. x 1'-8" (2) #5 CONT. BOTTOM, (1) #5 CONT. TOP MIN. 12" BELOW LOWEST O2 -PLY 2x10 #2 SYP ADJACENT GRADE TYP. A3 � S2.1 7 3/4" M i 3 00 M M M r PROJECT NORTH �)N ROO 0 SCHEDULE FOR WALL HEADERS TAG SIZE TYPE 0 2 -PLY 2x6 #2 SYP HEADER O2 -PLY 2x8 #2 SYP HEADER O2 -PLY 2x10 #2 SYP HEADER O2 -PLY 2x12 #2 SYP HEADER E 3 -PLY 2x12 #2 SYP HEADER F FRAMING PLAN EQ 5 WALL FRAMING NOTES U.O.N. ON PLANS PROVIDE SPF#2 2x6 STUDS @ 16"O.C. FOR ALL EXTERIOR LOAD BEARING WALLS & SPF#2 2x4 STUDS @ 16" OC. FOR ALL INTERIOR LOAD BEARING WALLS, AND SHEAR WALLS. PROVIDE SPF#2 2X4 STUDS @ 24"OC. FOR ALL NON LOAD BEARING INTERIOR WALLS. THREADED ROD LOCATION SPACED AT 4'-0" O.C. MAX., TYP. AT EXTERIOR WALLS AND WHERE SHOWN ON PLAN. DENOTES WALL HEADER. DENOTES HTS20 STRAPPING AT BEAMS, TYP. U.O.N. NOTES: 1. REFER TO ARCH. FLOOR PLAN FOR WALL LOCATIONS, WALL OPENINGS, ELEVATIONS & DIMS. 2. REFER TO SHEETS S2.1 AND S3.1 FOR ROOF FRAMING SECTIONS AND DETAILS. 3. REFER TO SHEETS S0.1 & S0.2 FOR ADDITIONAL GENERAL NOTES & DESIGN CRITERIA. 4. REFER TO ARCH FLOOR PLAN FOR WALL LOCATIONS, DIMS & ELEVATIONS. 5. TRUSS BOTTOM CHORDS SHALL HAVE MIN. 1/2" RIDGED CEILING BOARD OR 1x4 #2 SYP LATERAL BRACING PER TRUSS SHOP DRAWINGS. ATTACH BRACING w/(2) -10d GUN NAILS EA.TRUSS. 6. PROVIDE MINIMUM (1) SIMPSON H2.5 CLIP ON ALL TRUSSES AND JACKS. PROVIDE MINIMUM LTS12 TWIST STRAP ON CONVENTIONAL FRAME RAFTERS TO TOP PLATE, SEE NOTE #12 ABOVE (TYP. U.O.N. ON PLANS). 7. REFER TO SHEET GENERAL NOTES FOR SHEAR WALL CONSTRUCTION & NAILING INFORMATION. 8. REFER TO DETAIL Al/S3.1 FOR ROOF DECK NAILING PATTERN. PERMIT ISSUE CpNilWUN1rl' pE � VELOPMEN DEN/So a Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone (904) 252-8223 FL License No. AR97171 Z O F- 0 0 a w U) D O J O /'O LL w QZ J rw V m o� w C0 2 H C0 L0 S1.1 Z a Z_ LL 06 O Q 0 O LL IBJ C n LSI PRE-ENGINEERED ROOF TRUSSES, SEE PLAN — PLYWOOD SHEATHING, SEE GENERAL NOTES, TYP. 2x BLOCKING w/ROOF DIAPHRAGM NAILING, TYP. _ 2'-4" TYP. I I I I I I 2x4 SUB -FASCIA MIN., TYP. STRAP BEAM TO POST EACH END & EACH SIDE OF SPLICE, SEE PLAN FOR CONNECTION, TYP. UPLIFT CONNECTOR, SEE TRUSS DWGS., TYP. WOOD BEAM, SEE PLAN FOR SIZE & CONNECTION WOOD POST, SEE PLAN FOR SIZE & CONNECTION T/PLATE SEE PLA PRECAST 1/2"0 HEADED ANCHORS 7" MIN.EMBED w/2"x2"x1/8" WASHERS @ 32"OC. MAX. TYPICAL THREADED ROD, SEE PLAN 2x STUD WALL 2x8 P.T.SILL PLATE 1/2"0 ANCHOR 5" MIN.EMBED w/1/2"O ROD 5" MIN.EMBED w/SIMPSON SET EPDXY ONLY. w/SIMPSON SET EPDXY OR w/2"x2"x1/8" WASHERS @ 24"OC. MAX. APPROVED EQUAL. w/2"x2"x1/8" SPACING, 1/2" x 8" TITEN HD CMU WALL BELOW, WASHER & NUT @ SILL PLATE, ANCHORS MAY BE USED IN LIEU OF SEE PLAN 1/2" TITEN HD ROD COUPLER EPDXYANCHOR ANCHOR MAY BE USED IN LIEU OF EPDXY ANCHOR SIMPSON BPS5/8 SLOTTED WASHEI CUT WASHER & N (2)2x SYP TOP PI 1/2"0 THREADE1 COUPLER PERM' (TYP.) IF REQ'D. NUT OR COUPLE 2"x2"x1/8" WASHE REQUIRED @ SIL PLATE. TYP. U.N., 2x PT SILL PLATE SEE ANCHOR BOLT DETAILS @ SILL FOF EMBEDMENT OPTIO DIFFERENT FND TYF ROOF SECTION AT WOOD BEAM C1 SCALE: 3/4" 1'-0" SCALE: 314" = 1'-0" ANCHOR & ROD DETAILS AT SILL THREADED ROD INSTALLATION = 1/4" JOINT C STANDARD ACI BAR 3/4" WITH SEALANT w Q PRE-ENGINEERED ROOF DIA. LAP, TYP. w TRUSSES, SEE PLAN — M J o. PLYWOOD SHEATHING, SEE ADD CORNER BAR ON ALL 4 �;+- « ' ' .-:� _ �.° GENERAL NOTES, TYP. . ° 4 • - G` CONT. BARS TO MATCH _ . ' _ . SIZE OF FTG. REINF. ; . ; ;4' •'-., . ; l .. -a _'• ' •. ,_ ,- •-- -� � _�-- -� � --�, � 2x BLOCKING w/ROOF VAPOR BARRIER COMPACTED FILL D�I/APHRAGM NAILING, ' ° l ♦ ,°' TIP. NOTE: ''; � -.• -;•.•' .:: �j b';: ; ' � ,-, G.C. PROPOSED . 4'. • :� 4's STOP REINF EACH CONTRUCTION JOINT LOCATIONS TO •_ - ° `- SIDE OF JOINT, EOR 2'-4" TYP. .° ; ^ ` TYP.NOTES: • ' ` " ° ~ 1. REFER TO PLANS FOR SLAB • REINF. _ 2. t = SLAB THICKNESS, SEE PLAN .' . %a•. 1/4"' JOINT w Z °W TH SEALANT w ' , 4` --_-�' 2x4 SUB -FASCIA CONT FTG, SEE — — MIN., TYP. '_' _; • PLAN AND SCHD. ---.- p': _ ° 6 ; FOR SIZE AND COMPACTED FILL VAPOR BARRIER (2)2x CONT. TOP • REINF. PLATE, TYP. .' CONTROL JOINT NOTES: SHEATHING TYP. AT 1. REFER TO PLANS FOR SLAB REINF. ALL EXTERIOR WALLS. 2. t = SLAB THICKNESS, SEE PLfW SEE GENERAL NOTES 3. CONTRACTOR SHALL CUT SLAB FOR ATTACHMENT B PLAN VIEW AT FTG. SLAB CONTROL PLACEMENT WITHIN 8-24 HOURS OF TYP. CORNER FTG. REINF. 61 TYP. SLAB ON GRADE CONTROL JOINT 62 ROOF SECTION AT EXT. WOOD WALL SCALE: = NTS SCALE: = NTS _f rn w O 0 Lu m 2 w U) Z) O J O O a_ m O ', H > w IY 0 ca N LO 00 N Q 0 WOOD POST, SEE PLAN FOR SIZE & CONNECTION CONC. SLAB, SEE PLAN FOR SIZE & REINF. 5" �--� / WWF, SEE PLAN T/SLAB tL, ' nNag Al SEE PLAN _ - -- LuLu a f •° `' —III -i I I- L J - CONT. FTG., SEE PLAN & SEE PLAN SCHEDULE FOR SIZE & REINF. TYP TURNDOWN AT COLUMN 1 CONC. SLAB, SEE PLAN FOR SIZE & REINF. Al TYP TURNDOWN (TD -1.33) SCALE: 3/4" = 1'-0" 2 WWF, SEE PLAN CONI-. FTG., SEE PLAN & SCHEDULE FOR SIZE & REINF. 0 0 Z w g co 6 1/2" MIN. 4" MAX. 4" MAX. -- 4 SIMPSON BPS5/8"-3 SLOTTED WASHER w/1" CUT WASHER & NUT CENTER ON SILL PLATE OR 13/4" MIN. FROM EDGES TOP PLATE VIEW CENTER ON SILL PLATE OR 1 3/4" MIN. FROM EDGES DOUBLE RODS @ CORNERS DOUBLE RODS @ WINDOW OR DOOR OPENINGS & END OF SHEAR WALLS �4" MAX. SILL PLATE VIEW 1/2" MIN. END DIST. PRE-ENGINEERED ROOF TRUSSES, SEE PLAN — PLYWOOD SHEATHING, SEE GENERAL NOTES, TYP. 2x BLOCKING w/ROOF DIAPHRAGM NAILING, TYP. 2'-4" TYP. T/PLATE SEE PLAN UPLIFT CONNECTOR, 2x4 SUB -FASCIA J SEE TRUSS DWGS., TYP. MIN., TYP. (2)2x CONT. TOP SEE PLAN FOR LOCATION OF PLATE, TYP. THREADED ROD - REQ'D. @ END OF ALL SHEARWALL SEGMENTS & SCALE: = NTS UPLIFT CONNECTOR, SEE TRUSS DWGS., TYP. WOOD HEADER, SEE PLAN FOR SIZE WHERE INDICATED. SHEATHING TYP. AT ALL EXTERIOR WALLS. I I SEE GENERAL NOTkS 2x STUDS w/BLOCKING FOR ATTACHMENT I I'° OPENING, SEE PLAN FOR SIZE @ 4'-0"O.C. B3 ROOF SECTION AT WALL OPENING SCAT P 3/4" =1,-n,, — 2x STUDS w/BLOCKING @ 4'-0"O.C. SEE PLAN FOR LOCATION OF THREADED ROD - REQ'D. @ END OF SHEATHING TYP. AT ALL EXTERIOR ALL SHEARWALL SEGMENTS & WALLS. SEE GENERAL NOTES FOR WHERE INDICATED. SIZE & ATTACHMENT CONC. SLAB, SEE PLAN FOR SIZE & REINF. PROVIDE 2" WASHER & NUT OR COUPLER, TYP. r WWF, SEE PLAN SLAB BLOCKOUT OR FUTURE IN -F" ' CJ U ADDED SLAB BARS, TYP (2-#4x4'-0" @ 3" OC) SCALE: 3/4" = 1'-0" SLAB BLOCKOUT OR FUTURE IN -FILL PLA SEE SEE F (A2) TYP TURNDOWN AT WOOD FRAME WALL SCALE: = NTS TYPICAL RE-EWRANT CORNER REINFORCING AT SLAB -ON -GRADE A3 RE-ENTRANT CO NER BAR P SCALE: 3/4" = T-0" E MIT ISSUE SCALE: =\ NTS 4 5 Z 0 a U 0 yjt' *; rn AR9 C Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone (904) 252-8223 FL License No. AR97171 Z _0 0 Q w 0 J 0 0 CL i w QZ J w m Im w cm G NiFO S2.1 SEAL (A J H Z O U w Cn •im C NOTES: TISLA SEEP N SEE PLAN ` • - : ,_ _:: ' ' .. - 1 �f t 1. A RE-ENTRANT CORNER IS ANY SLAB CORNER WHICH MIGHT INDUCE A CRACK IN THE _ _ ,—w �e. _ = , • SLAB. i I ,-�, ' a < :—— 2. ADDED SLAB REINFORCING IS REQUIRED AT ALL RE-ENTRANT CORNER LOCATIONS. w X;"' 3. NOT ALL LOC IONS ARE SHOWN ON PLANS. •` " 4. PLACE ADDE LAB BARS BENEATH AND TIED TO WWF, 2" FROM TOP OF SLAB, MAX & 1 � 1/2" FROM CORNERS. 3" CONT. FTG., SEE PLAN & CLR, SCHEDULE FOR SIZE & REINF. 5• DO NOT PLACE RE-ENTRANT BARS AT CORNERS WITH CONTROL JOINTS. TYP. SEE PLAN (A2) TYP TURNDOWN AT WOOD FRAME WALL SCALE: = NTS TYPICAL RE-EWRANT CORNER REINFORCING AT SLAB -ON -GRADE A3 RE-ENTRANT CO NER BAR P SCALE: 3/4" = T-0" E MIT ISSUE SCALE: =\ NTS 4 5 Z 0 a U 0 yjt' *; rn AR9 C Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone (904) 252-8223 FL License No. AR97171 Z _0 0 Q w 0 J 0 0 CL i w QZ J w m Im w cm G NiFO S2.1 SEAL (A J H Z O U w Cn •im C 19W X A 0 cfl N LO T 0 N co 0 2 Ili 3 1 i2 I� 3 � 4 I 5 1 C C a ad SIMPSON H3 @ EA. 2x4 OUTRIGGER BLOCKING REQ'D OUTRIGGER @ 48" O.C. BETWEEN OUTRIGGERS Q (4) 10d TOE -NAILS ° 2x4 BARGE RAFTER CONT. 2x4 BLOCKING @ SHEATING JOINTS 4'-0" FROM GABLE END (3) 16d NAILS, TYP. CONTINUOUS 2x4 SCAB FROM (2)2x CONT. TOP z TOP TO BOTTOM CHORD TO PLATE, TYP. — SERVE AS NAILER FOR X- W BRACING @ 8'-0" O.C. ° SHEATHING TYP. AT DOUBLE TOP PLATE BOTTOM CHORD OF ALL EXTERIOR WALLS. GENERAL NOTES 2x4 BRACESEE !� . _ FC GABLE END TRUSS FOR ATTACHMENT @ 8'-0" O.C. '4.. . ..;. Pry 16d NAILS @ 8" O.C. K Hp 3 16d NAILS TYP. O (TYP.) PRE-ENGINEERED ROOF 2'-4" TYP. 2x4 SCAB IF VERT. TRUSSES, SEE PLANWEB IS NOT 70 ��'•, R9 ° PRESENT ° PLYWOOD SHEATHING, SEE � ....'+� � � GENERAL NOTES TYP. � - BOTTOM CHORD OF ° COMMON TRUSSES ° seal ° r: ol OL T PLATE I ` SEE PLA 2x4 SUB -FASCIA ° 0 2x4 BLOCKING @ 48" O.C.IN FIRST MIN., TYP. UPLIFT CONNECTOR, TRUSS SPACE MSTA24 @ 32"O.C' SEE TRUSS DWGS., TYP. CONTINUOUS 2x4x8' #2 SYP LATERAL SEE PLAN FOR LOCATION OF PRE-ENGINEERED ROOF = BRACE @ 48" O.C. (2)2x CONT. TOP THREADED ROD - REQ'D. @ END TRUSSES, SEE PLAN PLATE, TYP. OF ALL SHEARWALL SEGMENTS & WHERE INDICATED. CONT. 2x4x8' LATERAL Rhodes Design Construction 8417 Sanchez Rd. SHEATHING TYP, ALL EXTERIOR WAL 2x STUDS w/BLOCKING BRACE @ 48" O.C. Jacksonville, FL 32217 Phone 904 252-8223 � � @ 4'-0"O.C. (SEE ISOMETRIC VIEW) SEE GENERAL NOTES FL License No. AR97171 FOR ATTACHMENT ISOMETRIC OF LATERAL BRACE 61 ROOF SECTIC►N AT GABLE END - B3 SCALE: = NTS SCALE: NTS CRIPPLE & KING STUD NOTES: z OPENINGS LESS THAN OR EQUAL TO 44" SHALL USE (1)CRIPPLE & (1)KING STUDS EA. SIDE OF HEADER. OPENINGS LESS THAN OR EQUAL TO 76" AND GREATER THAN 44" SHALL USE (1)CRIPPLE AND (2) KING STUDS EA. SIDE OF HEADER. Ill— OPENINGS LESS THAN OR EQUAL TO 100" AND GREATER THAN 76" SHALL USE (2)CRIPPLES &(3)KING STUDS BOUNDARY AND SUPPORT EDGES EA. SIDE OF HEADER. OPENINGS LESS THAN OR EQUAL TO 124" AND GREATER THAN 77' SHALL USE (2)CRIPPLES & (3)KING STUDS. Q FOR SIZES NOT INDICATED SEE PLAN. 0 0 00 0 0 0 00 0 0 00 0 0 0 am 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 SIMPSON w o (1) MSTA24 STRAP EA. END OF HEADER 0 0 0 0 0 o FOR OPENINGS LESS THAN 5'-0". USE SIMPSON SPH4/6 OR LSTA18 I 0 0 m ATTACH PLYS (2) SIMPSON MSTA24 STRAP EA. END OF HEADER 32 @ O.C. REQ'D AT OPENINGS OVER 4'-0" 0 0 0 0 0 0 0 o FROM ONE SIDE. FROM BOTH SIDES. FOR OPENINGS GREATER THAN 5'-0" AND LESS 0 0 GABLE END OR o THAN OR EQUAL TO 9'-0" U.O.N. ON PLANS. = J 0 SHEAR WALL BELOW 0 0 0 0 0 o 1" 1" TYP.ONLY CONV'L FRAMED AREAS. @ (2) 2x TOP PLATE _j H SIMPSON LBPS 3"x3"x1/4" PENING SPAN 0 W 06 0 � � ® _ �,, SLOTTED WASHER w/1" 0 060 0 0 400 0 0 0 00 _ CUT WASHER & NUT 0 o 00 0 0 0 00 0 0 o 00 0 H- 0 0 0 co 0 0 0 iso Qz w 0 0 00 PLYWOOD SPACER J C� 0 0 0 0 © CLIPS AS READ W Z 0 0 2x6 OR 2x8 2x4 o� HEADER SEE PLAN .. o 0 0 0 0 0 NAILING PATTERN NAILING PATTERN MPLY COLUMN (3)PLY COLUMN LL 0 0 0 00 CRIPPLE STUD, SEE NOTES 0 0 0 0 00 1/2"0 THREADED ROD, u Go 0 0 00 COUPLER PERMITTED (TYP.) IF REQ'D. KI , STUD �J'YO 0 0 0 0 SEE NOTES F �� 0 0 00 ATTACH PLYS WITH 10d NAILS MINIMUM (2) -PLY SILL PLATES IF `N O 0 0 0 0 00 OPENING > THAN 61 0 0 00 0 0 00 0 INTERMEDIATE FRAMING PROVIDE 2"x1/8" CID ATTACHMENT ROOF SQ.WASHER w/NUT OR LO TRUSSES OR COUPLER 2) SILL PLATE RAFTERS ROOF SHEATHING SEE ANCHOR d - .`• : �' "' & ROD a�, DETAILS FOR EMBED—` �,� — — CONT. FTG., SEE LAN SEE ANCHOR & OD — • DETAILS FOR EMBED ROOF DECK ATTACHMENT Al BUILT-UP MEMBER DETAIL � WALL ELEVATION OPENINGS � PERMIT ISSUE A3 S3.1 = SCALE: NTS . _ SCALE: NTS SCALE: =NTS 1 i2 I� 3 � 4 I 5 1 C C C 0 t w A m T r 77 0) CD N 1 1 2 I 3 I 41 5 rmU V ILJC f-7lJR4.. IVl%JUP4 I w, _v I --v. . RATED, PROTECTED, DUPLEX RECEPTICALS AT 44" O.C. AFF. TYPICAL FOR ALL OVER -COUNTER RECEPTICALS ELECTRICAL PLAN SCALE: 1l2" = 1'-0" ELECTRICAL NOTES: 1. THE WORK SHALL BE COMPLETED BY A LICENCED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION AND SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES AND SHALL CONFORM WITH ALL REQUIREMENTS OF: • FLORIDA BUILDING CODE 2017 • NFPA 70-2014 (NATIONAL ELECTRICAL CODE) • NFPA 70E-2012 (NATIONAL ELECTRICAL SAFETY CODE) • APPLICABLE LOCAL CODES AND FEDERAL AND STATE LAWS. 2. CONTRACTOR SHALL CAREFULLY COORDINATE WORK WITH OTHER TRADES THROUGH THE GENERAL CONTRACTOR AND SHALL BE RESPONSIBLE FOR SECURING SPACE REQUIREMENTS FOR ELECTRICAL EQUIPMENT CLEARANCE FOR RECESSED LIGHTING FIXTUF;ES AND CORRECT ROUGH -IN LOCATIONS OF ELECTRICAL CONNECTIONS. 3. VERIFY EXACT HEIGHT OF EACH COUNTERTOP AND BACKSPLASH ON ARCHITECTURAL DETAILS AND/OR CASE WORK SHOP DRAWINGS AND ADJUST SPECIFIED MOUNTING HEIGHT OF WALL OUTLETS TO LOCATE BOTTOM OF OUTLET BOX 4" ABOVE TOP OF BACKSPLASH. IF NO BACKSPLASH IS USED, LOCATE BOTTOM OF OUTLET BOX 6" ABOVE COUNTERTOP. 4. COORDINATE WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING IN WALL SWITCHES. SWITCHES IN THE SAME LOCATION SHALL BE GANGED TOGETHER IN ONE COMMON BACKBOX AND SHALL HAVE ONE COMMON FACE PLATE. 5. ALL FEEDERS AND BRANCH CIRCUITS SHALL INCLUDE A GREEN INSULATED GROUND CONDUCTOR, SIZE PER NATIONAL ELECTRICAL CODE, OR AS SHOWN, CONNECTED TO EACH DEVICE AND OUTLET BOX ON THE CIRCUIT AND TO THE PANELBOARD GROUND BUS. PRC)VIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT. MULTIPLE BRANCH CIRCUITS IN ONE RACEWAY REQUIRE ONLY ONE GROUND CONDUCTOR. GROUNDING BUSHING AT OUTLET BOX AND RACEWAY TERMINATION SHALL BE PROVIDED. 6. VERIFY LUMINAIRE, CEILING MOUNTED SMOKE DETECTOR LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS AND DIMENSIONS PRIOR TO INSTALLATION. VERIFY EXACT LOCATIONS OF MOTORS AND EQUIPMENT BEFORE ROUGHING -IN. 7. PROVIDE IS AN INCLUSIVE TERM USED TO DESCRIBE ASPECTS OF THE WORK TO BE ACCOMPLISHED, AND IS HiIIEREBY DEFINED TO REQUIRE TO STORE, FURNISH, INSTALL, MOUNT, CONNECT, CONTROL AND POWER EQUIPMENT INDICATED, AS WELL AS ALL APPURTENANCES REQUIRED TO MAKE ELECTRICAL SYSTEMS OPERATE AS INDICATED WITHIN THESE DRAWINGS AND SPECIFICATIONS AND TO FULFILL THE SCOPIC OF WORK. 8. MOUNT ALL RECEPTACLES SO THAT THE GROUND PIN IS ON TOP. SYMBOL LUMINAIRES O WIRING DEVICES w RECEPTACLE SUBSCRIPTS S WIRING FIXTURES 101 RECESSED MOUNTED LUMINAIRE AND OUTLET CONTROLLED DUPLEX GFI RECEPTACLE NEMA 5-20R, MT 48" AFF OR ABOVE COUNTER TOP/BACKSPLASH WP = WEATHER PROO WALL SWITCH, AC TYPE, SPST, MOUNT 48" AFF CONCEALED RACEWAY, LOCATED IN WALL OR ABOVE FINISHED CEILING , UNDERGROUND RACEWAY EXTERIOR RATED CEILING FAN AND 11 PERMIT SUBMITTAL M 1 2 3 4 5 C V w A Y In. 1 2 3 4 i 5 ATLANTIC BFLORIDA t1antic Beach March 11 7 2019 PLAN NORTH LOCATION MAP SCALE: N.T.S. SHEET INDEX SHEET NUMBER SHEET NAME AO.1 COVER SHEET AO.2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS AO.3 SURVEY PLAN & SITE PLAN A1.1 ENLARGED PLAN & EXTERIOR ELEVATIONS A1.2 OVERALL EXTERIOR ELEVATIONS A1.3 INTERIOR ELEVATIONS A1.4 JAXONOMETRIC VIEW SO.1 GENERAL NOTES & DESIGN CRITERIA SO.2 GENERAL NOTES AND DESIGN CRITERIA S1.1 FOUNDATION & FRAMING PLAN S2.1 SECTIONS & DETAILS S3.1 FRAMING SECTIONS & DETAILS U1.1 UTLITIES COORDINATION PLAN Permit Submittal PERSPECTIVE VIEW SCALE: N.T.S. LIST OF APPLICABLE CODES: • FLORIDA BUILDING CODE, (FBC) 2017 EDITION • ATLANTIC BEACH CODE OF ORDINANCES • DECLARATION OF COVENANCE, CONDITIONS, EASEMENTS AND RESTRICTIONS FOR ATLANTIC BEACH COUNTRY CLUB, MARCH 2018 AREA SUMMARY: ACTUAL BUILDING AREA = 197 S.F. (GROSS / UNCONDITIONED) PERMIT SUBMITTAL 5 F1 Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone (904) 252-8223 FL License No. AR97171 Z 0 �W V ) D 0 z 0 0 CL w w U) w w O U 1� W 0 1 2 3 4 5 ARCHITECTURAL ABBREVIATIONS GENERAL NOTES: 1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION. 4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO PROCEEDING WITH THE WORK. 5. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND NEW WORK. 6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK AGREEMENT. 7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH. 8. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND EXISTING CONDITIONS, SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK. 9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK. 10. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED. 11. DIMENSIONS SHOWN ARE TO FACE OF STUD (U.N.O.). 12. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT MANUFACTURER'S STANDARDS. 13. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION. SYMBOLS: SECTION NUMBER -� ELEVATION NUMBER A-000 A-000 DWG. NO. WHERE DWG. NO. WHERE SECTION IS DRAWN ELEVATION IS DRAWN SECTION MARK BUILDING ELEVATION MARK A. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES. B. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. C. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON INDIVIDUAL SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS. D. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL. E. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT OR OWNER BEFORE PROCEEDING WITH THE WORK. F. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR AND WALL SLEEVES INCLUDING CONDUITS WITH ALL ELECTRICAL, PLUMBING, STRUCTURAL AND ARCHITECTURAL DRAWINGS. G. ALL PIPE DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS AND STRUCTURAL INTEGRITY OF THE BUILDING. H. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL MEMBER OR PORTION OF THE FLOOR SYSTEM UNLESS IT IS SPECIFICALLY NOTED OR SHOWN ON THE STRUCTURAL DRAWINGS. I. TYPICAL ROOF/FLOOR MEMBERS: SPAN/360 BUT NOT LESS THAN 1/2". J. THE CONTRACTOR SHALL PLAN HIS/HER WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY. K. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED IN OR ABOUT EXISTING FACILITIES, IF APPLICABLE, WITH THE OWNER PRIOR TO START OF SUCH WORK. ELEVATION NUMBER (TYP.) - A-000 - DWG. NO. WHERE _ ELEVATION IS DRAWN INTERIOR ELEVATION MARK AREA COVERED BY DETAIL DETAIL NUMBER (TYP.) A-000 DWG. NO. WHERE DETAIL IS DRAWN CALLOUT HEAD PLAN SYMBOLS: PARTITION TYPE SUBSCRIPT CEILING TYPE PLAN PLAN NORTH ROOM NAME TYPE (AS REQ) CEILING HGT. NORTH 0 O Lx X- ki )()( 0'-0" X 0'-0" A.F.F. <9>(j3TRUE O NORTH DOOR TAG WINDOW TAG ROOM TAG PARTITION TYPE KEYNOTE CEILING TAG CEILING TAG SIGNAGE NORTH ARROW TAG HEIGHT (TYPE & HEIGHT) TAG VIEW TITLES: FLOOR PLAN TITLE SCALE FLOOR PLAN VIEW TITLE - DETAIL IDENTIFIER (MODULE LETTER AND NUMBER) ELEVATION, SECTION OR DETAIL NAME SCALE ELEVATION, SECTION OR DETAIL VIEW TITLE MATERIALS IN SECTION - FILL PATTERNS: e � d CONCRETE / GROUT EXPOSED & FINISHED WOOD TRIM PLYWOOD PERMIT SUBMITTAL a �d 0 Z 0 a U W 0 Ft 0 RH po ED AR® SEAL C Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone (904) 252-8223 FL License No. AR97171 z A.F. ACCESS FLOORING GA. GAGE OR GAUGE RAF RAISED ACCESS FLOOR A.F.F. ABOVE FINISHED FLOOR GALV. GALVANIZED RECEP. RECEPTIONIST ACC. DR. ACCESS DOOR/ PANEL G.B.F. GYPSUM BOARD FURRING REF. REFERENCE 0 z ADAAG AMERICAN WITH DISABILITIES GFCI GOVERNMENT FURNISHED REINF. REINFORCEMENT W m QZ ACCESSIBILITY GUIDELINES CONTRACTOR INSTALLED REQ'D. REQUIRED 0 ACCESS. ACCESSORIES GFGI GOVERNMENT FURNISHED REV. REVISIONS / REVISED ICE: 0 ADJ. ADJUST/ ADJUSTABLE m GOVERNMENT INSTALLED R.D. ROOF DRAIN F_ ACOUST. ACOUSTICAL G.L. GIRT LINE RH RIGHT HAND C A.B. ANCHOR BOLT G.P. GLOSSY PAINT RHR RIGHT HAND REVERSE ACT ACOUSTICAL CEILING TILE GL. GLASS RM. ROOM ANOD. ANODIZED GOVT. GOVERNMENT R.O. ROUGH OPENING A.C. AIR CONDITIONING GYP. GYPSUM RB RUBBER BASE AL/ALUM. ALUMINUM GYP. BD. (GWB) GYPSUM BOARD & AND SC SEALED CONCRETE L ANGLE HKS HOOKS SCW SOLID CORE WOOD APP. APPROVED HR. HANDRAIL SCHED. SCHEDULE APPROX. APPROXIMATE HDW. HARDWARE SECT. SECTION ARCH. ARCHITECTURAL HGT. HEIGHT S.G.P. SEMI -GLOSS PAINT @ AT H. HIGH SSK SERVICE SINK AT / FP ANTI TERRORISM / FORCE PROTECTION H.P. HIGH POINT SHT. MET. SHEET METAL AVG. AVERAGE H.M. HOLLOW METAL SIM. SIMILAR A.W.I. ARCHITECTURAL WOODWORK INSTITUTE HORIZ. HORIZONTAL STC SOUND TRANSMISSION CLASS HB HOSE BIBB SPEC(S) SPECIFICATION B.H.M.I. BUILDER'S HARDWARE MANUFACTURER'S H.V.A.C. HEATING VENTILATION & AIR SFRM SPRAYED FIRE RESISTIVE ASSOCIATION, INC. CONDITIONING SQ. MATERIAL BM. BEAM ST. SQUARE BLKG. BLOCKING IN. INCH S.S. STAIN BD. BOARD I.D. INSIDE DIAMETER STD. STAINLESS STEEL BTM. BOTTOM INSUL. INSULATION STL. STANDARD BLDG. BUILDING INT. INTERIOR STOR. STEEL B.U.R. BUILT-UP ROOFING STRUCT. STORAGE JAN. JANITOR SUSP. STRUCTURAL CFCI CONTRACTOR FURNISHED CONTRACTOR J.C. JANITOR'S CLOSET SUSPENDED INSTALLED JT. JOINT TOIL. / TLT C CH. CPT. CHANNEL JST. JOIST TEL. TOILET CARPET THK. TELEPHONE CLG. CEILING K.P. KICK PLATE T'HOLD THICK CLG. HT. CEILING HEIGHT TG THRESHOLD QTR. CENTER LAM. LAMINATE T/ TEMPERED GLASS CENTER LINE LDG. LANDING TOB TOP OF C. TO C. CENTER TO CENTER LAV. LAVATORY TOC TOP OF BEAM C.T. CERAMIC TILE L.H. LEFT HAND T/C TOP OF CONCRETE CLR. CLEAR LHR LEFT HAND REVERSE TOS TOP OF CURB C.O. CLEANOUT LT. LIGHT T/W TOP OF STEEL CLOS. CLOSET LTG. LIGHTING TU TOP OF WALL CO. COMPANY LONG. LONGITUDINAL TYP. TOUCH-UP COL. COLUMN LVR. LOUVER TYPICAL CONC. CONCRETE L.P. LOW POINT U.L. CORR. CORRIDOR UNFIN UNDERWRITERS LABORATORIES COTR CONTRACTING OFFICER'S TECHNICAL MAS. MASONRY U.N.O. UNFINISHED REPRESENTATIVE M.O. MASONRY OPENING UNLESS NOTED OTHERWISE CMU CONCRETE MASONRY UNIT MGR. MANAGER VERT. CONF. CONFERENCE MANUF. MANUFACTURER VEST. VERTICAL CONST. CONSTRUCTION MATL. MATERIAL VCT VESTIBULE CONT. CONTINUOUS MAX. MAXIMUM VCB VINYL COMPOSITION TILE CONTR. CONTRACTOR MECH. MECHANICAL V.T.R. VINYL COVE BASE C.J. CONTROL JOINT MTL. METAL VENT THRU ROOF C.Y. CUBIC YARD M.W.P. METAL WALL PANEL MIN. MINIMUM W. WIDTH DET. DETAIL MISC. MISCELLANEOUS W/ WITH DIA. DIAMETER W.C. WATER CLOSET B DIM. DIMENSION N.I.C. NOT IN CONTRACT WCO WALL CLEAN OUT DISP. DISPENSER NO. (#) NUMBER WD. WOOD DR. DOOR NTS NOT TO SCALE WDW. WINDOW DN. DOWN NFPA NATIONAL FIRE PROTECTION W.M.P. WIRE MESH PARTITION D.S. DOWNSPOUT ASSOCIATION W/O WITHOUT DESC. DESCRIPTION W.R.G.B. WATER RESISTANT GYPSUM DWG. DRAWING O.C. ON CENTER W.S. BOARD OFCI OWNER FURNISHED W.R.O. WEATHERSTRIPPING EA. EACH CONTRACTOR INSTALLED WINDOW ROUGH OPENING ELEC, ELECTRICAL OR ELECTRIC OFGI OWNER FURNISHED EL. ELEVATION O.H. GOVERNMENT INSTALLED YD. YARD E.W.C. ELECTRIC WATER COOLER OPNG. OPPOSITE HAND E.R.D. EMERGENCY ROOF DRAIN O.W. OPENING E.P. EPDXY PAINT OPP. OPEN WEB ENGR. ENGINEER O.D. OPPOSITE ti EQUIP. EQUIPMENT OSHA OUTSIDE DIAMETER EQ. EQUAL OCCUPATIONAL SAFETY AND EXIST. EXISTING HEALTH ACT EXP. EXPANSION / EXPOSED OVHD OVERHEAD <1 E.J. (EXP. JT.) EXPANSION JOINT EXP. TO STRUCT. EXPOSED TO STRUCTURE PDU POWER DISTRIBUTION UNIT 9 EXT. EXTERIOR PT PAINT ETD ESTIMATED TRAVEL DISTANCE PR. PAIR PNL. PANEL FAC. FACTORY PART. PARTITION FDC FIRE DEPARTMENT CONNECTION PLAS. PLASTER OR PLASTIC w w A FT. FEET PL PLATE cu F.E. FIRE EXTINGUISHER PLYWD. PLYWOOD F.E.C. FIRE EXTINGUISHER CABINET LBS. OR # POUNDS Y F.H.C. FIRE HOSE CABINET PSF POUNDS / SQUARE FOOT m FIN. FINISH PSI POUNDS / SQUARE INCH F.P. FLAT PAINT P.M.J.F. PRE -MOLDED JOINT FILLER F.F. FINISHED FLOOR PRE -FAB. PREFABRICATED FLR. FLOOR Q F.D. FLOOR DRAIN FLUOR. FLUORESCENT Q.T. QUARRY TILE CD F.O.G. FACE OF GIRT FTG. FOOTING N FDN. FOUNDATION M FV, FIELD VERIFY 1 2 3 1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION. 4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO PROCEEDING WITH THE WORK. 5. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND NEW WORK. 6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK AGREEMENT. 7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH. 8. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND EXISTING CONDITIONS, SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK. 9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK. 10. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED. 11. DIMENSIONS SHOWN ARE TO FACE OF STUD (U.N.O.). 12. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT MANUFACTURER'S STANDARDS. 13. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION. SYMBOLS: SECTION NUMBER -� ELEVATION NUMBER A-000 A-000 DWG. NO. WHERE DWG. NO. WHERE SECTION IS DRAWN ELEVATION IS DRAWN SECTION MARK BUILDING ELEVATION MARK A. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES. B. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. C. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON INDIVIDUAL SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS. D. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL. E. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT OR OWNER BEFORE PROCEEDING WITH THE WORK. F. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR AND WALL SLEEVES INCLUDING CONDUITS WITH ALL ELECTRICAL, PLUMBING, STRUCTURAL AND ARCHITECTURAL DRAWINGS. G. ALL PIPE DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS AND STRUCTURAL INTEGRITY OF THE BUILDING. H. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL MEMBER OR PORTION OF THE FLOOR SYSTEM UNLESS IT IS SPECIFICALLY NOTED OR SHOWN ON THE STRUCTURAL DRAWINGS. I. TYPICAL ROOF/FLOOR MEMBERS: SPAN/360 BUT NOT LESS THAN 1/2". J. THE CONTRACTOR SHALL PLAN HIS/HER WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY. K. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED IN OR ABOUT EXISTING FACILITIES, IF APPLICABLE, WITH THE OWNER PRIOR TO START OF SUCH WORK. ELEVATION NUMBER (TYP.) - A-000 - DWG. NO. WHERE _ ELEVATION IS DRAWN INTERIOR ELEVATION MARK AREA COVERED BY DETAIL DETAIL NUMBER (TYP.) A-000 DWG. NO. WHERE DETAIL IS DRAWN CALLOUT HEAD PLAN SYMBOLS: PARTITION TYPE SUBSCRIPT CEILING TYPE PLAN PLAN NORTH ROOM NAME TYPE (AS REQ) CEILING HGT. NORTH 0 O Lx X- ki )()( 0'-0" X 0'-0" A.F.F. <9>(j3TRUE O NORTH DOOR TAG WINDOW TAG ROOM TAG PARTITION TYPE KEYNOTE CEILING TAG CEILING TAG SIGNAGE NORTH ARROW TAG HEIGHT (TYPE & HEIGHT) TAG VIEW TITLES: FLOOR PLAN TITLE SCALE FLOOR PLAN VIEW TITLE - DETAIL IDENTIFIER (MODULE LETTER AND NUMBER) ELEVATION, SECTION OR DETAIL NAME SCALE ELEVATION, SECTION OR DETAIL VIEW TITLE MATERIALS IN SECTION - FILL PATTERNS: e � d CONCRETE / GROUT EXPOSED & FINISHED WOOD TRIM PLYWOOD PERMIT SUBMITTAL a �d 0 Z 0 a U W 0 Ft 0 RH po ED AR® SEAL C Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone (904) 252-8223 FL License No. AR97171 z 0 H 0 a W J 0 06 Z 0 z 0 ' w W m QZ m w W o 0 J m z w ICE: 0 W m F_ 00 LO A0.2 101 I L 0 re 1— W A cc w 1 co r 0 m LOT 172 PERMITTED SURVEY SITE PLAN SI ALE. V=101-011 PROPERTY LINE co C) ------------------------------------------ I I I I I I i I I I I I I I I I POOL & PATIO UNDER SEPARATE PERMIT L------------� I ------------------------ Li I I I I I I I (�—�- `I I I I �I PROPOSED POOL I HOUSE I I I I I I ` I I II I ----fir ---------- I 1 �LD: IL 1 FJ41 Oh of p / CV 21-411 I I I I I I I I I I I i / APPROVED HOME FOOTPRINT I LOT 172 / I I I % TYPE 'A' � / / - - - -T - I I — �— j ANASTAS IA a I I ELEV. A---------------------------- -- I COVERED — I I FRONT F.F.E. 11.20 PORCH ROOF OVERHANG j COVERED I ( 2'-4" TYP. ALL SIDES / LAN IA I / I I /� I I o i bo ------------------ ®-- j ---- ------------------------------------------ -J PROPERTY LINE 2 OVERALL SITE PLAN N QCALE: 118" = V-0" 1 i PERMIT SUBMITTAL 1 2 3 4 5 61 App 40 PR ?p VE D a a w 0 Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone(904)252-8223 FL License No. AR97171 I 0 U C 0 W =1 OPEN -- -.i . J I I ELEVATION 2'_0" ATTIC LOUVER, EACH END. COLOR AND STYLE TO MATCH HOME CEMENTITIOUS SHAKE SIDING, MATERIAL, COLOR AND FINISH TO MATCH PRIMARY HOME ARCHITECTURAL STANDING SEAM METAL ROOF, MATERIAL, COLOR AND FINISH TO MATCH PRIMARY HOME EXPOSED TRUSS RAFTER TAILS 6"X6" COLUMN WRAPPED TO 8"X8" BAHAMA SHUTTERS. - MATERIAL, COLOR AND FINISH TO MATCH PRIMARY HOME CEMENTITIOUS LAP — SIDING, MATERIAL, COLOR AND FINISH TO MATCH PRIMARY HOME. GC TO MATCH ALIGNMENT OF HORZ. JOINTS WITH HOME. CEMENT BOARD WAINSCOT PANELS, STYLE AND COLOR TO MATCH PRIMARY HOME. ATTIC LOUVER 4D, STYLE ANI ) MATCH HON MENTITIOUS DING, MATERI :)LOR AND FIN ATCH PRIMAR ZCHITECTURA ANDING SEAP )OF, MATERIA )LOR AND FIN ATCH PRIMAR ELEVATION 4 SCALE: 3/8 -1 -0 1 ;POSED TRUS kFTER TAILS ,HAMA SHUTT \TERIAL, COL( DISH TO MATC 1MARY HOME (6" COLUMN LAPPED TO 8" MENTITIOUS I )ING, MATERI) iLORAND FINI ETCH PRIMAR` ; TO MATCH IGNMENT OF I INTS WITH HC MENT BOARD dNSCOT PANE YLE AND COL( TCH PRIMAR) C PLATE HEIGHT _ IiHO_ME) �, c w 1 /8'"-� a- 101-1 i i FINISHED FLOOR ® 0'-0" ELEVATION 5 SCALE: 3/8 - 1 -0 O Iry 9'-0" OPEN 5 A1.1 8" TRAVERTINE PAVERS THROUGHOUT 2 A1.3 1 F.F.E. 11.20' GRANITE COUNTER TOP r- — — ,- — — — 7 I o I BEVERAGE l o o I CENTER I 3'-8" 1'-0" 3'-8" OPEN OPEN 201-01' 3 A1.1 � ENLARGED PLAN SCALE. 3/8 - 1 -0 5 9'-0" OPEN 6"X6" COLUMN, WRAPPED TO 8"X8" STEP DOWN �l ICE EXTERIOR COLOR / MATERIAL SCHEDULE ROOF SILVER / STANDING SEAM EHEIGHT SIDING & TRIM WHITE /SHIPLAP CEMENT BOARD SIDIN t-HO-l--� SHUTTERS SW MINOR BLUE / PAINTED WOOD 10'- 1 1 /8" WAINSCOT PANELS WHITE / CEMENT BOARD PANEL D FLOOR Cq O r W U: ti Tf,i Z w CLO CTIMUNITY DEVELO MENT A PROV D 2 0 2 4 6 SCALE: 3/8" =1'-O" PERMIT SUBMITTAL U) AF'I-1 !11;4 *-b'� U ; U) 0 w Cuj O 0 U) Z w O U W p F tb a. O co U Lutt o C3 • : LEY K Ryo '-y 70 ' OBJ' • RSD AR��` SEAL C Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone (904) 252-8223 FL License No. AR97171 Z _O Q w U) O J O O w Z rw V _0 /m Y� Mw cW CD _G E'— 00 LO A1.1 Z O Q W J w _O w w H X w 06 Z 0 - a w C� J Z w 1 CONCRETE REINFORCING DEVELOPMENT LENGTH SCHEDULE PER ACI 318 REINFORCING YEILD STRENGTH, Fy = 60 KSI CONCRETE COMPRESSIVE STRENGHT, F'c = 3,000 PSI SIZE OF BAR REQUIRED DEVELOPMENT LENGTH STRAIGHT BARS REQUIRED DEVELOPMENT LENGTH HOOKED BARS #3 1'-4" 8 1/4" #4 1'-1011 11 1/2" #5 2'-4" V-3 1/4" #6 2'-9" 1'-4 1/2" #7 4'-0" V-7 1'4" #8 4'-7" V-10" #9 5'-2" 2'-0 3/4" #10 5'-10" 2'-4" #11 6'-6" 2'-7" 00 co r W v rY w m 2 w O O O a 6 m O E UA 0 D c Y f2 a) M 0 N m 00 N M 0 r c N M i 2 CONCRETE REINFORCING LENGTH SCHEDULE PER ACI SPLICE 318 REINFORCING YEILD STRENGTH, Fy CONCRETE COMPRESSIVE STRENGHT, = 60 KSI F'c = 3,000 PSI SIZE OF BAR SPLICE (A) HEADER SPLICE (B) #3 1'-1" 1'-4" x CONT. x 1'-8" V-5" #4 V-6" -PLY 2x12 #2 SYP 1'-11'1 #5 1'-10" HEADER 214" #6 2'-2" ca 2'-10" #7 T-2" #8 3'-9" 4'-11" #9 4'-8" 6'-J- '_1"#10 #10 5'-7" T-3" #11 6'-7" III 8'-7" 7 3/4" EQ EQ F 7 - EXTEND REINF. BARS THRU CORNER, w/3" CLR. AT SLAB EDGE TYP. TD -1.33 PROVIDE 6x6 P.T. POST ATTACHED w/MPB66Z MOMENT POST BASE, Al TYP. (3) PLCS. S2.1 I TYP. S2.1 7 3/4" 5.. e e6m 6mm5" I el e e 0 0 �e je e e o le o B2 I l� e' e I eI o 0 o e i I I B1 TYP S2.1 TD -1.33 I DENOTES WOOD FRAME WALL, SEE WALL FRAMING NOTES FOR STUD SIZE & SPACING - PROJECT NORTH SLAB PLAN SCALE: 1/2" = 1'-0" NOTES: 1. REFER TO ARCH. FLOOR PLAN FOR ALL OPENINGS, WALL LOCATIONS, DEPRESSED / SLOPING SLABS, ELEVATIONS & DIMS. 2. REFER TO SHEET S2.1 FOR FOUNDATION SECTIONS AND DETAILS. 3. FOOTINGS & FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 AND GEO-TECHNICAL INVESTIGATION REPORT, SEE PLAN FOR FTG. ELEVATIONS. 4. REFER TO SO.1 & S0.2 FOR ADDITIONAL GENERAL NOTES & DESIGN CRITERIA. FOOTING SCHEDULE MARK SIZE (WxLxD) REINFORCING REMARKS -PLY 2x6 #2 SYP HEADER OB BOTTOM OF FTG. SHALL BE TD -1.33 1'-4" x CONT. x 1'-8" (2) #5 CONT. BOTTOM, (1) #5 CONT. TOP MIN. 12" BELOW LOWEST G2 -PLY 2x12 #2 SYP HEADER ADJACENT GRADE TYP. 1 � - 2 A3 S2.1 3 m 0 (V 0 (V El SCHEDULE FOR WALL HEADERS TAG SIZE TYPE O2 -PLY 2x6 #2 SYP HEADER OB 2 -PLY 2x8 #2 SYP HEADER OC 2 -PLY 2x10 #2 SYP HEADER G2 -PLY 2x12 #2 SYP HEADER E 3 -PLY 2x12 #2 SYP HEADER EQ PRE-ENGINEERED 5 WALL FRAMING NOTES U.O.N. ON PLANS PROVIDE SPF#2 2X6 STUDS @ 16"O.C. FOR ALL EXTERIOR LOAD BEARING WALLS & SPF#2 2X4 STUDS @ 16" OC. FOR ALL INTERIOR LOAD BEARING WALLS, AND SHEAR WALLS. PROVIDE SPF#2 2X4 STUDS @ 24 -OC. FOR ALL NON LOAD BEARING INTERIOR WALLS. THREADED ROD LOCATION SPACED AT 4'-0" O.C. MAX., TYP. AT EXTERIOR WALLS AND WHERE SHOWN ON PLAN. - DENOTES WALL HEADER. .40 DENOTES HTS20 STRAPPING AT BEAMS, TYP. U.O.N. EQ I I I�► I 1 SII III 1 21-0" D II I II z> 1 II m it > 1 II� o II ,L 1 -- --_ - -�- --- J I LU II o � 1 V S i, TYP. _ I I M @ 24"O.C. MAX. SPACING � � 1 - - - - - - - - J. - - - - - - - - �•- - - - B4 63 DENOTES THREADED RODS, S2.1 S2.1 SEE PLAN NOTES FOR SIZE & SPACING PROJECT NORTH ROOF FRAMING PLAN SCALE: 1/2" = 1'-0" NOTES: 1. REFER TO ARCH. FLOOR PLAN FOR WALL LOCATIONS, WALL OPENINGS, ELEVATIONS & DIMS. 2. REFER TO SHEETS S2.1 AND S3.1 FOR ROOF FRAMING SECTIONS AND DETAILS, 3. REFER TO SHEETS SO.1 & S0.2 FOR ADDITIONAL GENERAL NOTES & DESIGN CRITERIA. 4. REFER TO ARCH FLOOR PLAN FOR WALL LOCATIONS, DIMS & ELEVATIONS. 5. TRUSS BOTTOM CHORDS SHALL HAVE MIN. 1/2" RIDGED CEILING BOARD OR 1x4 #2 SYP LATERAL BRACING PER TRUSS SHOP DRAWINGS. ATTACH BRACING w/(2) -10d GUN NAILS EA.TRUSS. 6. PROVIDE MINIMUM (1) SIMPSON H2.5 CLIP ON ALL TRUSSES AND JACKS. PROVIDE MINIMUM LTS12 TWIST STRAP ON CONVENTIONAL FRAME RAFTERS TO TOP PLATE, SEE NOTE #12 ABOVE (TYP. U.O.N. ON PLANS). 7. REFER TO SHEET GENERAL NOTES FOR SHEAR WALL CONSTRUCTION & NAILING INFORMATION. 8. REFER TO DETAIL A1/S3.1 FOR ROOF DECK NAILING PATTERN. PERMIT ISSUE B3 S3.1 COMMUNITYDEV OPMENT RPPRO ED V APF 2 I I l .1_111;-'L-.-, CL 0 __-- ------ _--_ ca 1 II a Q Af 1 III O II 2'-0" 1 II U 0 1 UJ II °° � w II II W T 1 O �LU 1 II LL Im �❑ --- --- --- --- � UJ II I � w S'� PRovl PRE-ENGINEERED 5 WALL FRAMING NOTES U.O.N. ON PLANS PROVIDE SPF#2 2X6 STUDS @ 16"O.C. FOR ALL EXTERIOR LOAD BEARING WALLS & SPF#2 2X4 STUDS @ 16" OC. FOR ALL INTERIOR LOAD BEARING WALLS, AND SHEAR WALLS. PROVIDE SPF#2 2X4 STUDS @ 24 -OC. FOR ALL NON LOAD BEARING INTERIOR WALLS. THREADED ROD LOCATION SPACED AT 4'-0" O.C. MAX., TYP. AT EXTERIOR WALLS AND WHERE SHOWN ON PLAN. - DENOTES WALL HEADER. .40 DENOTES HTS20 STRAPPING AT BEAMS, TYP. U.O.N. EQ I I I�► I 1 SII III 1 21-0" D II I II z> 1 II m it > 1 II� o II ,L 1 -- --_ - -�- --- J I LU II o � 1 V S i, TYP. _ I I M @ 24"O.C. MAX. SPACING � � 1 - - - - - - - - J. - - - - - - - - �•- - - - B4 63 DENOTES THREADED RODS, S2.1 S2.1 SEE PLAN NOTES FOR SIZE & SPACING PROJECT NORTH ROOF FRAMING PLAN SCALE: 1/2" = 1'-0" NOTES: 1. REFER TO ARCH. FLOOR PLAN FOR WALL LOCATIONS, WALL OPENINGS, ELEVATIONS & DIMS. 2. REFER TO SHEETS S2.1 AND S3.1 FOR ROOF FRAMING SECTIONS AND DETAILS, 3. REFER TO SHEETS SO.1 & S0.2 FOR ADDITIONAL GENERAL NOTES & DESIGN CRITERIA. 4. REFER TO ARCH FLOOR PLAN FOR WALL LOCATIONS, DIMS & ELEVATIONS. 5. TRUSS BOTTOM CHORDS SHALL HAVE MIN. 1/2" RIDGED CEILING BOARD OR 1x4 #2 SYP LATERAL BRACING PER TRUSS SHOP DRAWINGS. ATTACH BRACING w/(2) -10d GUN NAILS EA.TRUSS. 6. PROVIDE MINIMUM (1) SIMPSON H2.5 CLIP ON ALL TRUSSES AND JACKS. PROVIDE MINIMUM LTS12 TWIST STRAP ON CONVENTIONAL FRAME RAFTERS TO TOP PLATE, SEE NOTE #12 ABOVE (TYP. U.O.N. ON PLANS). 7. REFER TO SHEET GENERAL NOTES FOR SHEAR WALL CONSTRUCTION & NAILING INFORMATION. 8. REFER TO DETAIL A1/S3.1 FOR ROOF DECK NAILING PATTERN. PERMIT ISSUE B3 S3.1 COMMUNITYDEV OPMENT RPPRO ED V APF 2 2019 l .1_111;-'L-.-, CL a U) z w F- (• N w CL ca a Q U 0 W T �❑ Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone (904) 252-8223 FL License No. AR97171 z 0 0 0 Q w D O J O O 1 w z g rw V 0 m cr w Go W Ln S1.1 SEAL z (D Z_ U_ 06 z O Q z O LL C D X L PRE-ENGINEERED ROOF TRUSSES, SEE PLAN — PLYWOOD SHEATHING, SEE GENERAL NOTES, TYP. 2x BLOCKING WROOF DIAPHRAGM NAILING, TYP. A 2'- 0" TYP. I I I I 2x4 SUB -FASCIA MIN., TYP. STRAP BEAM TO POST EACH END & EACH SIDE OF SPLICE, SEE PLAN FOR CONNECTION, TYP. ROOF SECTION AT WOOD BEAM T/PLATE SEE PLA UPLIFT CONNECTOR, SEE TRUSS DWGS., TYP. WOOD BEAM, SEE PLAN FOR SIZE & CONNECTION WOOD POST, SEE PLAN FOR SIZE & CONNECTION PRECAST 1/2"0 HEADED ANCHORS 7" MIN.EMBED w/2"x2"x1/8" WASHERS @ 32"OC. MAX. TYPICAL THREADED ROD, SEE PLAN 2x STUD WALL 2x8 P.T.SILL PLATE 4. Il[� a d I < `t = c 1/2"0 ANCHOR 5" MIN.EMBED W/1/2"O ROD 5" MIN.EMBED w/SIMPSON SET EPDXY ONLY. w/SIMPSON SET EPDXY OR w/2"x2"x1/8" WASHERS @ 24"OC. MAX. APPROVED EQUAL. w/2"x2"x1/8" SPACING, 1/2" x 8" TITEN HD CMU WALL BELOW, WASHER & NUT @ SILL PLATE, ANCHORS MAY BE USED IN LIEU OF SEE PLAN 1/2" TITEN HD ROD COUPLER EPDXY ANCHOR ANCHOR MAY BE USED IN LIEU OF EPDXY ANCHOR SIMPSON BPS5/8"' SLOTTED WASHEI CUT WASHER & N (2)2x SYP TOP PI 1/2">2i THREADE1 COUPLER PERMI (TYP.) IF REQ'D. NUT OR COUPLE 2"x2"x1/8" WASHE REQUIRED @ SIL PLATE. TYP. U.N., 2x PT SILL PLATE SEE ANCHOR BOLT DETAILS @ SILL FOF EMBEDMENT OPTIO DIFFERENT FND TYF C1 ANCHOR & ROD DETAILS AT SILL. THREADED ROD INSTALLATION C2 SCALE: 3/4" = 1'-0" _ SCALE. 3/4 -1-0 1/4" JOINT PRE-ENGINEERED ROOF WITH SEALANT w z TRUSSES, SEE PLAN — M r m a PLYWOOD SHEATHING, SEE °. t GENERAL NOTES, TYP. r ., 2x BLOCKING WROOF ---III--III— DIAPHRAGM NAILING, COMPACTED FILL VAPOR BARRIER TMP NOTE: G.C. PROPOSED 1 STOP REINF EACH CONTRUCTION JOINT LOCATIONS TO SIDE OF JOINT, EOR 2--011W. TYP.NOTES: 1. REFER TO PLANS FOR SLAB REINF. 2. t = SLAB THICKNESS, SEE PLAN � 1/4" JOINT w z WITH SEALANT w a x--=� •': * 2x4 SUB -FASCIA • �� MIN., TYP. COMPACTED FILL VAPOR BARRIER CONTROL JOINT NOTES: 1. REFER TO PLANS FOR SLAB REINF. 2. t = SLAB THICKNESS, SEE PLAN 3. CONTRACTOR SHALL CUT SLAB CONTROL JOINTS WITHIN 8-24 HOURS OF B PLAN VIEW AT FTG. SLAB PLACEMENT TYP. CORNER FTG. REINF. 61 TYP. SLAB ON GRADE CONTROL JOINT SCALE: = NTS WOOD POST, SEE CONC. SLAB, SEE PLAN PLAN FOR SIZE & FOR SIZE & REINF. CONNECTION 1,5" r- WWF, SEE PLAN C Y Al a N LO 00 0 N c` 0 i /SLAB tL. ' 111911911 SEE PLAN *'Q -Iii d '. •' :�. e �. — LU CONT. FTG., SEE PLAN & SEE PLAN SCHEDULE FOR SIZE & REINF. TYP TURNDOWN AT COLUMN 1 CONC. SLAB, SEE PLAN FOR SIZE &REINF. (2)2x CONT. TOP PLATE, TYP. SHEATHING TYP. AT ALL EXTERIOR WALLS. SEE GENERAL NOTES FOR ATTACHMENT — B2 ROOF SECTION AT EXT. WOOD WALL SCALE: = NTS WWF, SEE PLAN SEE PLAN • ; .-� ; z ss I III fl :.:__ /4 wo d �- CONT. FTG., SEE PLAN & SEE PLAN SCHEDULE FOR SIZE & REINF. Al TYP TURNDOWN (TD -1.33) SCALE: 3/4_T " 2 SHEATHING TYP. AT ALL EXTERIOR WALLS. SEE GENERAL NOTES FOR SIZE & ATTACHMENT PROVIDE 2" WASHER & NUT OR COUPLER, TYP. F ►a U 5 170 z LU ;0 Q c0 UPLIFT CONNECTOR, SEE TRUSS DWGS., TYP. SEE PLAN FOR LOCATION OF THREADED ROD - REQ'D. @ END OF ALL SHEARWALL SEGMENTS & WHERE INDICATED. 2x STUDS w/BLOCKING @ 4'-0"O.C. 6 1/2" MIN. T/PLATE SEE PLAN :rm7A"m I l L��C . 5 SIMPSON BPS5/8"-3 SLOTTED WASHER w/1" CUT WASHER & NUT CENTER ON SILL PLATE OR 1 3/4" MIN. FROM EDGES TOP PLATE VIEW CENTER ON SILL PLATE OR 1 3/4" MIN, FROM EDGES DOUBLE RODS @ CORNERS �— DOUBLE RODS @ WINDOW OR DOOR OPENINGS & END OF SHEAR WALLS "-4" MAX. SILL PLATE VIEW 1/2" MIN. END DIST. SCALE: _ PRE-ENGINEERED ROOF TRUSSES, SEE PLAN — PLYWOOD SHEATHING, SEE GENERAL NOTES, TYP. 2x BLOCKING w/ROOF DIAPHRAGM NAILING, TYP. T-0" TYP. (:C4) T/PLATE SEE PLAN a A3 )1SCALE: STANDARD ACI BAR A4 = N DIA. LAP, TYP. ADD CORNER BAR ON ALL 5 CONT. BARS TO MATCH a SIZE OF FTG. REINF. ed 0 F Ica . ,d , CV a Q CD ' ' t - ,. ~ •A die •e •d T ,ed .• _ rd i -4e 0 D `�.4 ..a. �_} : � <a ,•tee. C) ' CONT FTG, SEE •' e '_' ' PLAN AND SCHD. " a = d"= FOR SIZE AND %' '. :'• :. =;4 REINF. ti SCALE. 3/4 -1-0 1/4" JOINT PRE-ENGINEERED ROOF WITH SEALANT w z TRUSSES, SEE PLAN — M r m a PLYWOOD SHEATHING, SEE °. t GENERAL NOTES, TYP. r ., 2x BLOCKING WROOF ---III--III— DIAPHRAGM NAILING, COMPACTED FILL VAPOR BARRIER TMP NOTE: G.C. PROPOSED 1 STOP REINF EACH CONTRUCTION JOINT LOCATIONS TO SIDE OF JOINT, EOR 2--011W. TYP.NOTES: 1. REFER TO PLANS FOR SLAB REINF. 2. t = SLAB THICKNESS, SEE PLAN � 1/4" JOINT w z WITH SEALANT w a x--=� •': * 2x4 SUB -FASCIA • �� MIN., TYP. COMPACTED FILL VAPOR BARRIER CONTROL JOINT NOTES: 1. REFER TO PLANS FOR SLAB REINF. 2. t = SLAB THICKNESS, SEE PLAN 3. CONTRACTOR SHALL CUT SLAB CONTROL JOINTS WITHIN 8-24 HOURS OF B PLAN VIEW AT FTG. SLAB PLACEMENT TYP. CORNER FTG. REINF. 61 TYP. SLAB ON GRADE CONTROL JOINT SCALE: = NTS WOOD POST, SEE CONC. SLAB, SEE PLAN PLAN FOR SIZE & FOR SIZE & REINF. CONNECTION 1,5" r- WWF, SEE PLAN C Y Al a N LO 00 0 N c` 0 i /SLAB tL. ' 111911911 SEE PLAN *'Q -Iii d '. •' :�. e �. — LU CONT. FTG., SEE PLAN & SEE PLAN SCHEDULE FOR SIZE & REINF. TYP TURNDOWN AT COLUMN 1 CONC. SLAB, SEE PLAN FOR SIZE &REINF. (2)2x CONT. TOP PLATE, TYP. SHEATHING TYP. AT ALL EXTERIOR WALLS. SEE GENERAL NOTES FOR ATTACHMENT — B2 ROOF SECTION AT EXT. WOOD WALL SCALE: = NTS WWF, SEE PLAN SEE PLAN • ; .-� ; z ss I III fl :.:__ /4 wo d �- CONT. FTG., SEE PLAN & SEE PLAN SCHEDULE FOR SIZE & REINF. Al TYP TURNDOWN (TD -1.33) SCALE: 3/4_T " 2 SHEATHING TYP. AT ALL EXTERIOR WALLS. SEE GENERAL NOTES FOR SIZE & ATTACHMENT PROVIDE 2" WASHER & NUT OR COUPLER, TYP. F ►a U 5 170 z LU ;0 Q c0 UPLIFT CONNECTOR, SEE TRUSS DWGS., TYP. SEE PLAN FOR LOCATION OF THREADED ROD - REQ'D. @ END OF ALL SHEARWALL SEGMENTS & WHERE INDICATED. 2x STUDS w/BLOCKING @ 4'-0"O.C. 6 1/2" MIN. T/PLATE SEE PLAN :rm7A"m I l L��C . 5 SIMPSON BPS5/8"-3 SLOTTED WASHER w/1" CUT WASHER & NUT CENTER ON SILL PLATE OR 1 3/4" MIN. FROM EDGES TOP PLATE VIEW CENTER ON SILL PLATE OR 1 3/4" MIN, FROM EDGES DOUBLE RODS @ CORNERS �— DOUBLE RODS @ WINDOW OR DOOR OPENINGS & END OF SHEAR WALLS "-4" MAX. SILL PLATE VIEW 1/2" MIN. END DIST. SCALE: _ PRE-ENGINEERED ROOF TRUSSES, SEE PLAN — PLYWOOD SHEATHING, SEE GENERAL NOTES, TYP. 2x BLOCKING w/ROOF DIAPHRAGM NAILING, TYP. T-0" TYP. (:C4) T/PLATE SEE PLAN a F - .y w A3 )1SCALE: PERMIT ISSUE A4 = N 4 5 a 0 F Ica CV a Q CD Q T 0 D 0 C) F - .y w A3 )1SCALE: PERMIT ISSUE A4 = N 4 5 a F Ica a Q 0 C) >_ Rhodes Design & Construction 8417 Sanchez Rd. Jacksonville, FL 32217 Phone(904)252-8223 FL License No. AR97171 �- UPLIFT CONNECTOR, 2x4 SUB -FASCIA SEE TRUSS DWGS., TYP. MIN., TYP. (2)2x CONT. TOP z PLATE, TYP. WOOD HEADER, 0 SEE PLAN FOR SIZE SHEATHING TYP. AT I �- ALL EXTERIOR WALLS. I I 0 SEE GENERAL NOTES Q FOR ATTACHMENT I r� OPENING, SEE PLAN FOR SIZE Q I w va D B3 ROOF SECTION AT WALL OPENING 0 SCALE: 3/4" =1'-0" 64 2x STUDS w/BLOCKING @ 4'-0"O.0 SEE PLAN FOR LOCATION OF THREADED ROD - REQ'D. @ END OF ALL SHEARWALL SEGMENTS & WHERE INDICATED. CONC. SLAB, SEE PLAN FOR SIZE & REINF. SEE PLAN TFT ait '.'d _ .•,4.L . LU 3" CLR, NP' SEE PLAN TYP TURNDOWN AT WOOD FRAME WALL SCALE: = NTS 3 F— WWF, SEE PLAN e •e 'I I ISI I I - CONT. FTG., SEE PLAN & SCHEDULE FOR SIZE & REINF. SCALE: 3/4 1'4" 0 0 ADDED SLAB BARS, TYP (2-#4x4'-0" @ 3" OC) w CJ z SLAB BLOCKOUT OR FUTURE IN -FILL SLAB BLOCKOUT O U FUTURE IN -FILL w 0 0 CJ CJ CO1 010 z;4 NOTES: 1. A RE-ENTRANT CORNER IS ANY SLAB CORNER WHICH MIGHT INDUCE A CRACK 1 THE (0 SLAB. 2. ADDED SLAB BAR REINFORCING IS REQUIRED AT ALL RE-ENTRANT CORNER LO IONS; 3. NOT ALL LOCATIONS ARE SHOWN ON PLANS. 4. PLACE ADDED SLAB BARS BENEATH AND TIED TO WWF, 2" FROM TOP OF SLAB, AX & '( 1/2" FROM CORNERS. 5. DO NOT PLACE RE-ENTRANT BARS AT CORNERS WITH CONTROL JOINTS. f TYPICAL RE-ENTRANT CORNER REINFORCING AT SLAB -ON -GRAD RE-ENTRANT CORNER BAR S2.1 SCALE: 3/4" =1'-0" A3 )1SCALE: PERMIT ISSUE A4 = N 4 5 7 Al L Z 6 W Q 0 w OC W m 2 W U) O J O O a. V) in O w a) w Z) L DOUBLE TOP PLATE 16d NAILS @ 8" O.C. (3) 16d NAILS (TYP.) BOTTOM CHORD OF COMMON TRUSSES CONTINUOUS 2x4 SCAB FROM TOP TO BOTTOM CHORD TO SERVE AS NAILER FOR X - BRACING @ 8'-0" O.C. CONTINUOUS 2x4x8' #2 SYP LATERAL BRACE @ 48" O.C. BOTTOM CHORD OF GABLE END TRUSS PRE-ENGINEERED ROOF TRUSSES, SEE PLAN -- PLYWOOD SHEATHING, SEE GENERAL NOTES, TYP. — 2x4 BLOCKING @ 48" O.C.IN FIRST TRUSS SPACE 61 ROOF SECTION AT GABLE END SCALE: = NTS BOUNDARY AND SUPPORT EDGES 0 0 00 /0, 0 O 00 ) 0 0 00 O 0 0 O 0 O 00 O 0 0 O 0 0 O 0 0 0 0 0 e� 0 0 1 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 - 0 0 GABLE END OR 0 00 SHEAR WALL BELOW 0 0 /0 0 00 0 0 0 O 0 0 0 0 0 0 0CIO 0 O CID O 0 O 00 O O CID 0 O O O co O O O 0 o co PLYWOOD SPACER O O 00 O O O CLIPS AS REQD 0 0 0 0 O O O 0 O 0 O O O O 00 0 0 CID 0 0 0 0 00 0 0 00 0 0 o O \CID O O 00 O o CIO 0 INTERMEDIATE FRAMING ATTACHMENT ROOF TRUSSES OR ROOF RAFTERS SHEATHING ROOF DECK ATTACHMENT 2x6 OR 2x8 NAILING PATTERN Al BUILT-UP MEMBER DETAIL SCALE: = NTS 2 3 BLOCKING REQ'D BETWEEN OUTRIGGERS 2x4 BARGE RAFTER CONT. —� (2)2x CONT. TOP PLATE, TYP. — SHEATHING TYP. AT ALL EXTERIOR WALLS. SEE GENERAL NOTES FOR ATTACHMENT 2'-0" TYP. 2x4 SUB -FASCIA MIN., TYP. MSTA24 @ 32"O.C. — (2)2x CONT. TOP PLATE, TYP. SHEATHING TYP. AT ALL EXTERIOR WALLS. SEE GENERAL NOTES FOR ATTACHMENT ATTACH PLYS FROM ONE S' 2x4 NAILING PATTERN 4 5 SIMPSON H3 @ EA. 2x4 OUTRIGGER OUTRIGGER @ 48" O.C. (4) 10d TOE -NAILS F2x4 BLOCKING @ SHEATING JOINTS 4'-0" FROM GABLE END UPLIFT CONNECTOR, SEE TRUSS DWGS., TYP. SEE PLAN FOR LOCATION OF THREADED ROD - REQ'D. @ END OF ALL SHEARWALL SEGMENTS & WHERE INDICATED. 2x STUDS w/BLOCKING @ 41-0110.C. (3) 16d NAILS, TYP. PRE-ENGINEERED ROOF TRUSSES, SEE PLAN CONT. 2x4x8' LATERAL BRACE @ 48" O.C. (SEE ISOMETRIC VIEW) 2x4 BRACE @ 8'-0" O.C. 2x4 SCAB IF VERT. WEB IS NOT PRESENT OIL T/PLATE SEE PLAN SCALE: = NTS w 0 fV T 0 U) Z w O U m w o_ m Q O CL CL a 0 l -J Rhodes Design & Construction 8417 Sanchez Rd, Jacksonville, FL 32217 Phone (904) 252-8223 FL License No. AR97171 CRIPPLE & KING STUD NOTES: Z OPENINGS LESS THAN OR EQUAL TO 44" SHALL USE (1)CRIPPLE & (1)KING STUDS EA. SIDE OF HEADER. OPENINGS LESS THAN OR EQUAL TO 76" AND GREATER THAN 44" SHALL USE (1)CRIPPLE AND (2) KING STUDS EA, SIDE OF HEADER. OPENINGS LESS THAN OR EQUAL TO 100" AND GREATER THAN 76" SHALL USE (2)CRIPPLES &(3)KING STUDS EA. SIDE OF HEADER. Q OPENINGS LESS THAN OR EQUAL TO 124" AND GREATER THAN 7T' SHALL USE (2)CRIPPLES & (3)KING STUDS. FOR SIZES NOT INDICATED SEE PLAN. Q (1) SIMPSON MSTA24 STRAP EA. END OF HEADER W FOR OPENINGS LESS THAN 5'4USE SIMPSON SPH4/6 OR LSTA18 @ 32" Q.C. '–TACH PLYS (2) SIMPSON MSTA24 STRAP EA. END OF HEADER REQ'D AT OPENINGS OVER 4'-0" ;OM BOTH SIDES. FOR OPENINGS GREATER THAN 5'-0" AND LESS MPLY COLUMN (3)PLY COLUMN ATTACH PLYS WITH 10d NAILS MINIMUM 3 THAN OR EQUAL TO 9'-0" U.O.N. ON PLANS. TYP.ONLY @ CONV'L FRAMED AREAS. .J (2) 2x TOP PLATE SIMPSON LBPS 3"x3"x1/4" OPENING SPAN O SLOTTED WASHER w/1" Q CUT WASHER & NUT i _ 7W Z W HEADER SEE PLAN �R V - CRIPPLE STUD, MMUNITY COU pEVMENT KING STUD, SEE NOTES ETHREADED ROD, APp COUPLER PERMITTED O { , (TYP.) IF REQ'D. 1i SEE NOTES (2) -PLY SILL PLATES IF Cn OPENING > THAN 61". LL� 1� PROVIDE 2"x1/8" CID SQ.WASHER w/NUT OR w COUPLER 2x SILL PLATE _ 1 A, 29 LL SEE ANCHOR & ROD 4'~ DETAILS FOR EMBED i :�; — — - CONT. FTG., S E PLAN SEE ANCHOR & ROD DETAILS FOR EMBED WALL ELEVATION @ OPENINGS S3.1 SCALE: = NTS PERMIT ISSUE SCALE: . = NT A3 4 5 CD H w 0 06 C) Z O F - w LL