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465 Inland Way ACC19-0043 Cabana/PaversTOPOGRAPHIC NOTES 1.) NO UNDERGROUND UTILITY INFORMATION SHOWN HEREON EXCEPT AS NOTED, NO ATTEMPT WAS MADE BY THIS SURVEYOR TO LOCATE OR VERIFY ANY OTHER UNDERGROUND UTILITIES, PIPES, WIRES OR STRUCTURES, ETC. 2.) BEFORE DIGGING IN THE AREA SHOWN HEREON "USE CAUTION" CALL 811 FOR LOCATI N OF MOST UNDER GROUND UTILITIES. 3.) THE SURFACE FEATURES SHOWN HEREON REFLECT CONDITIONS AS THEY EXISTED ON E DATE SHOWN HEREON AND CAN ONLY BE CONSIDERED INDICATIVE OF CONDITIONS AS THEY EXISTS AT THAT TIME. 4.) NO SPRINKLER SYSTEMS, IF ANY, ARE LOCATED BY THIS SURVEY. 5.) CONTROL ELEVATION WAS DERIVED FROM THE FLORIDA PERMANENT REFERENCE NETWO K (FRRN) NAD83 (2011) - EPOCH 2010.000, USING AN EPOCH 50 SPECTRA PRESSION GNSS RECIVER. THE (FPRN) BASE STATION KREG WAS USED IN THIS SESSION AT 8:30AM ON 06-05-2018, AN ONSITE LATITUDE OF 30°21'35.20276" AND LONGITUDE OF 081'24'25.98871, FOR THIS POSITION WAS RECORDED AT AN ELEVATION OF (10.30) FEET NAVD88. AN X CUT ON THE NORTH RIM OF A MANHOLE IN THE CENTER OF CUL-DE-SAC OF INLAND WAY WAS LEFT AT THIS POSITION AND ELEVATION. ELEVATIONS ARE SHOWN THUS (12.85). THE ELEVATIONS FOR THIS SURVEY ARE IN REFERENCE TO NAVD 88 AND ARE IN FEET. THE "X" MARKS THE SPOT OF ELEVATION AND THE TEXT IS PLACED AS CLOSE AS POSSIBLE TO MAINTAIN "READABILITY", 6.) THIS IS A TREE SURVEY. 7.) THE WATER, SEWER, GAS AND ELECTRIC INDICATORS AS SHOWN HEREON, IF ANY, ARE SURFACE MARKINGS AS FOUND AT THE TIME OF THIS SURVEY, 8.) A PORTION OF THIS LOT IS IN FLOOD ZONE AE WITH A BASE FLOOD ELEVATION OF (15.0) FEET NAVD88. POINT C z BEGINNING m NORTHWEST CORNER ® LOT 19 OCEAN WALK UNIT 4 PLAT BOOK 42, PAGES 18-18C (5.3) 1/2" (IP) DURDEN LB 6696 (5 FENCE' TO USE (4.9) (5„0) MAP SHOWING BOUNDARY,, TOPOGRAPHIC AND TREE SURVEY OF LOT 19 Alf"CORDING TO THE PLAT OF OCEANWALK UNIT FOUlut AS RECORDED PLAT PAGES 18A, • R • , ! RECORDSC OF THE CURRENT PUBLIC iFLORIDA. TOGETHER WITH: PART OF THE ANDREW DEWEES GRANT, SECTION 37, TOWNSHIP 2 SOUTH, RANGE 29 EAST, ALSO KNOWN AS A PART OF THE EASTERLY 50.00 FEET OF THE NOW CLOSED RIGHT OF WAY OF OLD SHERRY DRIVE (A FORMER 100 FOOT RIGHT OF WAY AS NOW CLOSED). SAID EASTERLY 50.00 FEET BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING, COMMENCE AT THE NORTHWEST CORNER OF LOT 19, OCEAN WALK UNIT FOUR, AS RECORDED IN PLAT BOOK 42, PAGES 18 THROUGH 18C, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA; SAID POINT LYING ON THE FORMER EAST RIGHT OF WAY LINE OF SAID OLD SHERRY DRIVE AND BEING A CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 2814.78 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 141.51 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 10 DEGREES 14 MINUTES 15 SECONDS EAST, 141.50 FEET; THENCE SOUTH 78 DEGREES 19 MINUTES 20 SECONDS WEST, DEPARTING SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH THE CENTERLINE OF SAID OLD SHERRY DRIVE. SAID CENTERLINE BEING A CURVE CONCAVE EASTERLY, }-PAVING A RADIUS OF 2864.78 FEET; THENCE NORTHERLY, ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 144.03 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 10 DEGREES 14 MINUTES 15 SECONDS WEST, 144.01 FEET; THENCE NORTH 81 DEGREES 12 MINUTES 10 SECONDS EAST, DEPARTING SAID FF(11"66) CENTERLINE, A DISTANCE OF 50.00 FEET TO THE AFORESAID NORTHWEST CORNER OF LOT 19, OCEANWA.LK UNIT FOUR AND THE POINT FRONT DOOR 467 INLAND WAY OF BEGINNING. CERTIFIED TO: (SURVEYORS NOTE) JUSTIN M. NEWBERN AND AMY T- NEWBERN. THE CALL OF: LOT 18 w o �z (10.2) (143) w w ) S' 1 S 88'!7'34" E 138.81' (M) {708 j o 112" o rz v m REBAR GARA(IE S 88° 18 f 42 sf E 1,38.89$ /R) - W / ASSOC SURV 467 INLAND WAY a -p e a •( tl�, in 5� OB' LB 5488 •-\ _ -*1 N g1h1'" E f l Off L O t�*i 0.e �_Z \ a Zf v rn \ �_ CONCRETE ORIS, : 9," � __ o z m t 50.00 (Ri ( `� \ 9.45 ' e t C CRETE DRIVE '`"`.e . A23857 ." l /a 1 B n 141 1 a a p{ 0.30 i.., ...., o ' - FORMER EAST RtW UN£ AC 59.46' TO BR�L..rw0..., - PAD v: t1�.4) - (10.4 DRIVE ^ , w 6 cJ y,F © SHERRY �.... A5£M£NT ` Ai2C................. / 5, t4 ACCESS £ p.12"............ I .B. 18 95. PG. / (95 PALM O.R.B. 48595, ` "' (70.7) 0 13 C? (0.4) / a HICKORY..q4.��....... . ...........(1o.8 1 5 . . ................. ARG, (hF.1 " (6.6 1 4.0' ' "' 6.0 GAS ) SUGARBE RY UD LOT 119 (r �1 .••pqy• •• ppt O -Z szp N 2.0 tl M fi e LIVE [LI p ` (8.8) r`i 9 cn is Cl p o ✓ a 1� OAK C) w 1 o rn_ C*1 �D �' a. Z OHC e 4• '` ' l 30 " CD(s.9 (a I p 2 2 3 2.-0 ' + *44 LIVE (0.8) Oar 'A , I 7rt CAKE) 0 I p cd p t 1Q L :•.': z �' O % � � � 12.0' o ' . � • \ 6" O GpkER£D 400 HOLLY w o o CON4 CRETE � 7w J �fW { p . FN Q0 X55 4" 4> g a3� £1"m rn ° 'CONCRF ' �w r e ARIEGATED 1N ✓ N ` (T�1) 4 STOOP a Gr�E . . 8 CHERRY gy .p. O \ (8.9) -1y .-� in -7' is PALM 7) 9.54) v G e OD 4.9' a9) a 4, < ' Il s Z Q0 \ r` WOOD 4. a Q� O U' �, \ STEPS Ll p o RAGE at P- rn C) (U) a SITE � � L t ` BENCHMARK 1 (10.10) I 00 4s.1) ✓ (5.5) (1421) SITE BENCHMARK NAIL AND DISK LB 5488 IN SOUTHEAST FACE 38" LIVE OAK ELEVATION = (8.57) (5S) e GA w ta,3)�ti mow. 38" r i% o� ( ) o CONGRET£ / + LIVE SHOWER 24.3' 0,11 lk + y1 �0y /�` LOT 20 AC P OAK 17.1) , e ' a 04 1 30 CD 1 UVEO 23• OAK 0LIVE a tk c, k OAK 0 0) Cli a; • // ` 1 5) NON -ACCESS £i?SRMENT y (11.1 1/2" (IP) t LB 3857 1lp "A CHORD BEARING AND DISTANCE OF SOUTH 10 DEGREES 14 MINUTES 15 SECONDS EAST, A CHORD DISTANCE OF 141.50 FEET; THENCE SOUTH 78 DEGREES 19 MINUTES 20 SECONDS WEST," WAS CHANGED T0: A CHORD BEARING AND DISTANCE OF SOUTH 10 DEGREES 14 MINUTES 15 SECONDS EAST, 141.50 FEET, THENCE SOUTH 78 DEGREES 19 MINUTES 20 SECONDS WEST," AND THE CALL OF: A CHORD BEARING AND DISTANCE OF NORTH 10 DEGREES 14 MINUTES 15 SECONDS WEST, A CHORD DISTANCE AND DISTAN .F r1F 144.01 FEET;" WAS CHANGED TO: A CHORD BEARING AND DISTANCE OF NORTH 10 DEGREES 14 MINUTES 15 SECONDS WEST,144.01 FEET;". TO CORRECT A SCRIVENERS' ERROR. L, 4 9'.Ik SITE BENCHMARK (10.10) X CUT ON NORTH RIM SANITARY SEWER MANHOLE (1421) ELEVATION = (10,30) (J'I ip N (T (,Os29) � 1 IN AN lA J Gl Ll (14z3) �.l � 45' CUL-DE-SAC (9,03) Ctd PRC S �82-56'52 L-82.19'16' E 7t.t9 ) 5/g ) REBAR RLS 4424 O 5 TERMINATED / FLOOD ZONE "%" AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN %FLOOD ZONE "X (SHADED)" AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1X ANNUAL CHANCE VAIN AVERAGE DEPTHS OF LESS THAN 7 �y n Pti. 1556 FOO T OR WITH DRAINAGE AREAS LESS THAN i SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 18595, .� t 4 \\ V E Y O a 0 - 0 0 7' A� v n iiia O Fy 1/2" (IP) el FENG£ LB 3624 0.4' 1/2" (IP) LDURDEN B 6696Is 7 5 7816,28. (7 5) REVISED 12/03/2018 TO SHOW TERMINATION OF 5' NON -ACCESS EASEMENT PER ORB. 18595, PG. 1556. 0.P t� FF(11.26) FRONT DOOR 462 INLAND WAY J R R SGENERAL NOTES I. BEARINGS ARE BASED ON PLAT BOOK 42, PAGE 18B S. STRUCTURE NO, 465 SHOWN HEREON UES WITHIN FLOOD ZONE X AS BEST DETERMINED w D INC.I N FROM F. SURF SURFFLOODACE MAPS PANEL XT 408 FATED 08-03-2013 `� 3. TINS FSA SURFACE SURVEY ONLY. THE TALL OF UNDERGROUND FOOTINGS, PIPES ANO UTILITIES, IF ANY, NOT DETERMINED. V 4. JURiSpICTIOPNAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SURVEY. C1J LAND SC ENGINEERING SURVEYS I S. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS WERE I-. 3$46 BLINDING BOULEVARD NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS, B.R.L.,S RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. d JACKSONVILLE, FLORIDA 32210 0. THE HEAVY LINE SHOWN HEREON, MAY NOT INDICATE ACTUAL OWNERSHIP. i 904-771-6468 7. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. `) 0 CERTIFICATE OF AUTHORIZATION NO, LB 0005488 Ac = AIR IiN L BRL = BUILDINGG RESTRICTION CTION LINE `S S V E BT BUILDING TIE PSM = PROFESSIONAL SURVEYOR 6 MAPPER G BTN BETWEEN R - RADIUS E (C) = COMPUTED FROM RECORD (R) - RECORD C&R =COVENANTS & RESTRICTIONS RLS = REGISTERED LAND SURVEYOR I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY N CH = CHORD (TY = RIGHT OF WAY 0 (CHR) = CAN NOT READ (TY=TYPICAL DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL CONE =CONCRETE O ........ - .SET IRON PIPE (IP) OR REBAR STANDARDS FOR LAND S ^EYING PURSUANT TO CHAPTER 5J-17.050 & COVD - COVERED "ASSOC SURV' OR L.B. 5488 EB = ELECTRIC BOX THROUGF{ 7.052, FLO A A MINISTRATVE CO CHAPTER 1172, F S ET =ELECTRIC TRANSFORMER &PAD 0 - -FOUND IRON PIPE (IP) OR PIN A JEA =JACKSONVILLE ELECTRIC AUTHORITY ! 'FOUND CONCRETE MONUMENT (CM) /{ B L = LENGTH OF ARC CROSS CUT OR DRILL HOLE (\J[/ B LB = LICENSED BUSINESS . '. •...' '.'......... • .. • . NAIL do DISC LS - LICENSED SURVEYOR --X-X-X-X-X-X--X- CHAIN LINK FENCE BY: :Q r -- R (M) = MEASURED -I -I -I - I - METAL FENCE C RLES B. HATC E FLORID ERTIFICATE NO. 3771 E N&L = NAIL & LIRE -++-W` �--W `r -or w WIRE FENCE V ORB =OFFICIAL RECORDS BOO " " " " ^ ^ ^ WOOD FENCE CHARLES L, ST FLORRJA CERTIFICATE NO. 4579 1 ORV = OFFICIAL RECORDS VOLUME VINYL FENCE RAYMOND J. SCHA FER FLORIDA CERTIFICATE NO. 6132 A PC PO NT OF CURVE OVERHEAD UTILITY T PCC = POINT OF COMPOUND CURVE flRE HYDRANT PEO =POOL EQUIPMENT PAD ' ' ' ' ' ' ' ' ' ' ' ' ' • • PHONE RISER JOB N0. 72073 PI = POINT OF INTERSECTION �' ' ' ' ' ' -WATER METER DATE OS -05-2018 0 PRC - POINT OF REVERSE CURVE `t+* .. .. UTILITY POLE ............. SCALE: 1 , 20' N PRM = PERMANENT REFERENCE MONUMENT ' ' ' ' ' ' ' ' ' ' ' ' ' . • • • • • • • DIAMETER DRAFTER CLS S PT =POINT OF TANGENCY F" ' ' CUY ANCHOR PLS = PR�'ESSIONAL LAND SURVEYOR Q` - • .. ... • . • .. CENTRA! ANGLE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER ■ 1 2, 3. 4. 5. I S 881 18' d9" P 1 asa on, Site Plan Notes This drawing is based on a boundary and/or pographic survey made by Associated Land Surveyors , INC. of Jacksonvi . See site survey for existing conditions not shown on this plan, 17.39% Contractor shall establish finish floor elevation. 8.30% Building layout dimensions are shown to outsid face of foundation wall. See Floor Plans for clarification. 2.64% Work shown is new unless specifically noted as e ting. The General Contractor shall verify all property nes, easements, dimensions & setback requirements w/the appropriate departme of Jacksonville Beach, FL . Construction materials, equipment & procedures hall be in general accord with the Florida Department of Transportation "Stand d Specifications for Highway Constructions", latest edition, as modified by tech cal specifications. Silt fence will be provided along property line in best place for the erosion control Do not scale Drawings. Use only dimensions sho n on drawings. If dimensions are in question, obtain clarification before contin ng with construction. Builder shall verify all dimensions & conditions at jobsite. All run off must remain on-site during constructio . Roll off container must be on City approved list. ontainer cannot be placed on City right-of-way. Site Plan Al .2 0 4' 8' 12' 16' 20' 24 28 32' it Area Calculations Sq. Ft. P cent Impervious 18961 100.00% 3298 17.39% 1574 8.30%' Is, steps) 53 0.28% 4925 25.97% Area Calculations Sq. Ft. P cent Impervious 18961 100.00% 3298 17.39% 1574 8.30% s, steps) 53 0.28% 500 2.64% 784 4.13% 1736 9.16% 7945 41.90% SCA NE® Date.. t I J U.. CzU W N CO U C CLS Q CU !� A Cz 3 Tj A1.2 v 4.. O c 0 N r LO Q) CO CS E CS ` o U m O U O � O U o 0) U a' c_ � M : o 7 U Cn - O U O CO U) O m I t I J U.. CzU W N CO U C CLS Q CU !� A Cz 3 Tj A1.2 v 4.. O GENERAL NOTES ALL -THREAD NOTES EPDXY NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER APA AND ASCE7-10. STUD SIZE AND GRADE WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 11 FT 12 FT 8 FT 9 FT GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE z AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C„ SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE z 0 } ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF 12 CONSTRUCTION. 16 BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. z z A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE D. PLACE ALL OTHER RODS. TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT �wO 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH 16 16 12 UPLIFT TRUSS CONNECTIONS ARE SPECIFIF=m IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF 16 16 16 DIAMETER OF THE STEEL MEMBER BEING INSTALLED. WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR 5. WHERE NECESSARY, ALL -THREAD COUPLER SHALL BE RATED NOT LESS THAN 3200 LBS. 16 ELECTRICAL WORK. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO 16 6. MINIMUM EMBEDMENT OF ALL -THREAD SHAL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS CONCRETE NOTES I o N LAITANCE, DUST, DIRT, AND OIL. TWO a)0 6" - TYPICAL WALLS, MONOLITHIC FOOTING 3(9 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE °� 7" - EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL Q 8" - MASONRY WALLS 2X4 NO.2 SPF MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE CONCRETE". �. 16 16 YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, 7. ALL -THREAD EMBEDMENTS FOR SHEARWAL THEIR RESPECTIVE DETAILS ON THIS SHEET. S AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %" INCHES FOR FOUNDATIONS, AND Y4' FOR ALL SLABS AND SHALL 16 16 16 DO THE WORK. CONFORM TO ASTM C33. 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. SHEATHING NOTES 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW FOR WALL SHEATHING: 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" 1. FOR STUCCO AND STONE: TERMITE TREATED SOIL. ANCHOR BOLT WITH 6" EMBEDMENT WITHIN li OF DOUBLE STUD GROUP. MIN lk" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED VERTICALLY, OR MIN is" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM 2 FOR ALL OTHER VENEER: MIN 1s" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. OF THE ROD WITH A 3" SQ WASHER AND NUT. VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE EDGES). REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE "DETAILS CONVENTIONAL FRAM I NQ NOTES 3. FOR CURVED WALLS: TWO (2) LAYERS OF 4" PLYWOOD. FASTEN WITH 1 O NAILS AT 6" O.C. ON IN ACCORDANCE WITH ACI 315, AND DETAILING OF CONCRETE REINFORCEMENT". EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. FOR ROOF SHEATHING: 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS 3. ALL 1. FOR SHINGLE AND METAL ROOF: MIN L" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED 16 PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. GREATER. ROOF RAFTER SIZES ARE NOTED ON THE PLANS. ON EDGE, 12" O.C. IN FIELD. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH 4 16d TOE -NAILS. () 2. FOR TILE ROOF: MIN 32" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 5 RAFTER AND ( ) 8d NAILS INTO THE TOP PLATE. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER CONDITIONS, BLOCK PANELS AT 12" O.C. 10.3_ 1112- FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. FOR FLOOR DECKING: 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED 1. MIN 4" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. THE ENGINEER OF RECORD. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1-1/2" NAILS. MINIMUM 4" THICKNESS. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. 9 FASTEN RIDGENALLEY BEAM TO WALL WITH 1 MSTA24 WITH 11 10d NAILS IN VALLEY BEAM, () () FOR PORCH CEILING SHEATHING: (11) INTO STUD BELOW. 1. MIN $" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. 13. WHERE THREADED RODS ARE EMBEDDED 12 INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. FILLED. COLLAR TIES TO BE NO LOWER THAN 1/3 THE: DISTANCE FROM THE TOP PLATE TO THE PEAK. FRAMING NOTES MASONRY NOTES 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH - 1 DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE INTERSECTION OF SLEEPER AND EXISTING FRAMING. 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. DOUBLE 2X12 CEILING JOIST FOR RIDGE 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. BEAM SUPPORT, UNO. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED ROOF RAFTER EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. RIDGE BEAM 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. - - - - - - - - - - - - CEILING JOIST 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. -' - - -- COLLAR TIE 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS (2) 2x4 SYP COLUMN FOR RIDGENALLE:Y BEAM SUPPORT, FASTENED 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RIDGE TO 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON • COLUMN WITH (2) 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH (2) 18 GA SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: LOAD TABLE 8d = 0.131" x 2-1/2" 10d = 0.148" x 3" ROOF: 12d = 0.148" x 3-1/4" LIVE LOAD: 16d = 0.162" x 3-1/2" DEAD LOAD: 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE CEILING: FOOTING DETAILS SHEET. LIVE LOAD: LIVE LOAD -STORAGE: 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. DEAD LOAD: FLOOR EXTERIOR WALL STUD SPACING S0.01 BRITTLE FINISH FLEXIBLE KNISH FOUNDATION PLAND DETAILS WALL HEIGHT (U360) WALL HEIGHT (01 20) BEARING STUD SIZE AND GRADE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT CONDITION z z 0 } LL O 2X4 SPF STUD 16 12 o 16 16 Q m z z ONE 1=- Z Q �wO STORY 2X4 NO.2 SPF 16 12 ' - 16 16 16 12 U) 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 16 2X4 SPF STUD 16 12 rn 16 12 I o N (D TWO a)0 3(9 Qc) °� aio U Q STORY 2X4 NO.2 SPF 16 12 �. 16 16 12 " 2X6 SPF STUD GRD OR NO.2 1 16 1 16 16 16 16 16 16 16 16 r16 NOTES 1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER WITH 12d COMMONS AT 8" O.C. 2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. LIVE LOAD: DEAD LOAD: DECK LIVE LOAD: WIND LOADS: WIND SPEED: EXPOSURE: IMPORTANCE: BUILDING CATEGORY: ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: ROOF PITCH: COMPONENT AND CLADDING DESIGN PRESSURES 20.0 PSF 7.0 PSF 0.0 PSF 30.0 PSF 5.0 PSF 40.0 PSF 10.0 PSF 50.0 PSF 130 MPH C 1.0 11 0.18 8:12 EFFECTIVE INTERIOR AREA, SF END ZONES, PSF PSF ZONES, 0-210 24.4 -32.0 24.4 -26.6 20-50 22.9 -28.8 22.9 -25.3 50-100 21.6 -27.2 21.6 -24.0 100:00 20.8 -24.4 20.8 -22.9 CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE 1. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %". FULL BEAD AND HEAD JOINTS SHALL BE USED. 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE MAXIMUM AGGREGATE SIZE SHALL BE 8" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE REINFORCING IN CELLS. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE IS COMPLETE. 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM A82, SPACED AT 16" O.C. VERTICAL MAX. 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, UNO. SEE PLAN FOR SIZE AND REINFORCEMENT. SHEET IND S0.01 L NOTES COVER PAGE/GENtN S1.01 FOUNDATION PLAND DETAILS S2.01 FRAMING PLAN ANDETAILS U Q z CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE 1. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %". FULL BEAD AND HEAD JOINTS SHALL BE USED. 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE MAXIMUM AGGREGATE SIZE SHALL BE 8" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE REINFORCING IN CELLS. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE IS COMPLETE. 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM A82, SPACED AT 16" O.C. VERTICAL MAX. 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, UNO. SEE PLAN FOR SIZE AND REINFORCEMENT. SHEET IND S0.01 L NOTES COVER PAGE/GENtN S1.01 FOUNDATION PLAND DETAILS S2.01 FRAMING PLAN ANDETAILS CANNED Date: 0 a Q m CD W co O > o w o w C6 0 zz z L: Lu z O O v o a O c/) w o U) U) w O U Q z z 0 } LL O q U w o w (� Q m z z Z 1=- Z Q �wO z U U) O m rn o N (D a)0 3(9 Qc) °� aio U Q p U 00 N LQ C M CO N w¢ CL U -a" 0 U u- LL U 0 rN LO L V M J cv� w axi mm Q in m o .2 C'' � CR CR N N O U rt Oc') c W 8 -. J 41j FFfitN 3qg� /I!! P 41 No. S0.01 0 0 N 25'-0" xl 6'-42' 18'-72" If oe lo 9'-83" 4 15,_ �" �6" — ....................................... ------- ---- ------------------------ r---------------- ------ — — r i ;.-----------I'�'F-------------------- I LI— I i I ADD 8X8" BLOCK IN CORNERS FOR I I I I BEAM SUPPORTS, TYP 2LOCATIONS. I �L--- ---- I`L---------------- ------------------ _ L I• _ _ _ I --- -- - - - - - - - - - - - - -t ` a 3- 15'-2" 1 S1.01 5 l a 2 3 51.01 l 051.01 I, I -( I 8 WX6'DX11'-4 LONG 6"STRUCTURAL _ I --I - I � I SLAB WITH #5 BARS I , BEAM WITH (2) #4 I 3 I I I AT 12" O.C. LEFT TO I BARS CONTINUOUS. I S i .0 i RIGHT. I L - - 6" 3000PS1 CONCRETE SLAB WITH 6X6 W1.4 X - ' W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. ~ I {------------------- I VAPOR BARRIER AND TERMITE TREATED SOIL. I I I I II �I I 1--------------------------------_jI r — 1 I- ------------------------------------- -� ADD 8X8" BLOCK IN CORNERS 6.. FOR COLUMNS AND BEAM 6 SUPPORTS, TYP 3 LOCATIONS. 1 SEE DETAIL 6. S1.01 _ FOUNDATION PLAN til I (1) #5 BAR CONTINUOUS 4. , z FIBER REINFORCED CONCRETE SLAB, 6" 1-1 _ THICK UNLESS NOTED OTHERWISE ON III III— PLAN. 8"X16" CMU STEMWALL, MAX 7 COURSES. —I- VERTICAL REINFORCEMENT TO BE #5 DEFORMED BARS AT 48" O.C. FILL CELLS I I—III— WITH 3000 psi CONCRETE. f -III -1 i 1_ ONE STORY: d=8", b=16", (2) #4 BARS �i -� VERTICAL REINFORCEMENT TO HAVE 9" j r i BEND AT BOTTOM AND BE EMBEDDED 4" { I I INTO TOP COURSE. 1== FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. TYPICAL STEMWALL DETAIL 3/4 = 11-01. 6" SLAB WITH #5 BARS AT 12" O.C. 24"x24" #5 L -BAR AT VERTICAL REINF. LOCATIONS. 3 SECTION SEE DETAIL 1 FOR TYPICAL STEM WALL DETAIL 00 — I ," I— I _ ? r8n_� _ i 6 MIL VAPOR BARRIER OR EQUIVALENT 8 X 1 WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 5 INTERIOR BEARING FOOTING 8"X6" BEAM WITH (2) #4 BARS. 2 SECTION — F­­�_ - - SEE TYPICAL STEM WALL DETAIL FOR REINFORCEMENT DETAILS. END VERTICAL BAR OF RESPECTIVE WALL SECTIONS. 16" TALL STEP UP. USE #5 Z -BAR AT EACH BAR LOCATION IN RESPSECTIVE FOOTINGS. MINIMUM 40 BAR DIAMETER LAP. 4 STEP UP DETAIL TEMWALL WITH EXTRA BLOCK 3/4 =1 -U SCA RUED te: D a a a r m cow' M O > O w o � r rn p r z Q z aU z 0 O U a O U p w p � rn 4 W o Q (q p z O cl) 5 o ww z U) 8" m == C) N O 6" SLAB WITH #5 BARS ~ t_ " '," _ AT 12" O.C. CL U w U STEM WALL BEAM Z41 - SUPPORT BEYOND. r=; r 4" SLAB z 0 LL O Q I W �Q z m w z �=IfI IE Ill i! a m U 1= Z Q U) O m FOOTING PER DETAIL 1. 2 SECTION — F­­�_ - - SEE TYPICAL STEM WALL DETAIL FOR REINFORCEMENT DETAILS. END VERTICAL BAR OF RESPECTIVE WALL SECTIONS. 16" TALL STEP UP. USE #5 Z -BAR AT EACH BAR LOCATION IN RESPSECTIVE FOOTINGS. MINIMUM 40 BAR DIAMETER LAP. 4 STEP UP DETAIL TEMWALL WITH EXTRA BLOCK 3/4 =1 -U SCA RUED te: D a a a r m cow' M O > O w o � r rn p r z Q z aU z 0 O U a O U p w p � rn 4 W o Q (q p z O cl) 5 o ww z U) rn C) N O ~ CL U w U n a p z z 0 LL O Q = V z QLL J D O U W �Q z m w z o _ Z Lc) � a m U 1= Z Q U) O m 0 z z J � i1. J zQ O E_ P: w Q� 0 z 0 O LL t i OD N 04 Lr) C M (D W I - a0 N t� * wa aU CID co to v v C - - O O O U u- "- U N Lo U NN -Cc: W m tV L Q M m O rn -2 r ')'C 00 NU) C �r O Y N O U Ct U cc rn AY/yE FTVA ••• q�� % — (D !" N 932 W = 7C • • FF\\ '/ :! P�i4il�1 ` Sheet S1.01 rn C) N CL 2 U n a p 0 z z J � i1. J zQ O E_ P: w Q� 0 z 0 O LL t i OD N 04 Lr) C M (D W I - a0 N t� * wa aU CID co to v v C - - O O O U u- "- U N Lo U NN -Cc: W m tV L Q M m O rn -2 r ')'C 00 NU) C �r O Y N O U Ct U cc rn AY/yE FTVA ••• q�� % — (D !" N 932 W = 7C • • FF\\ '/ :! P�i4il�1 ` Sheet S1.01 B D (2) 2X6 2:1 BALLOON FRAME WALL UP TO ROOF RAFTERS. (2) 1.6" LVL BALLOON FRAME WALLS UP TO ROOF RAFTERS WITH 2X6 NO.2 SYP AT 16" O.C. (2) 2X10 2:2 C (2) 2X6 2:1 1 (2) 2X6 2:1 BALLOON FRAME WALLS UP TO ROOF RAFTERS. AU `L. (3) 16" LVL `-12" CMU COLUMNS WITH (2) #5 BARS AND 3000 PSI CONCRETE, TYP 3. %FRAMING PLAN (2) 16" LVL 5 6 S3.01 S3.01 5 S3.01 _ROOF PLAN B 7/16" OSB ROOF DECK. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. PORCH BEAM. SEE PLAN. A 7 RAFTER TO BEAM 3/4" = 1'-0" 2 S3.01 2'-0" RAFTER NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACINGI, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. 2 1-YPICAL HEADER FRAMING DETAIL 3/4 - V-0" 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X FLATWISE OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. (2) 2X4 NO. 2x4 PLATE. SEE WALL SECTIONS. 6 OUTLOOKE:R DETAIL —31 2'-0" RAFTER SPACING, MAX. SEE PLAN 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X FLATWISE OUTLOOKERS AT 24" O.C. FASTEN TO RAFTERS WITH (3) 10d TOE -NAILS. NOTCH RAFTER FOR OUTLOOKER. CUT FOUR TIGHT FIT. 5 PUTLOOKE:R DETAIL 314" = 1'-0" PLAN. FASTEN BEAM WITH (2) MSTAM24, (5) TITENS INTO CMU, (9) S INTO LVL. SYP TOP PLATE. FASTEN BEAM WITH (2) 1/2"X8" BOLTS WITH. 4SONRY COLUMN WITH ZS AND 3000 PSI FE. ICAL REINFORCEMENT SEE DETAIL 8/S1.01 FOR FOOTING. 3 :%121 CMU SECTION 3/4" = V-0" c SDS SCREWS AT 12" O.C. STAGGERED. MINIMUM EDGE DISTANCE = 2" MINIMUM END DISTANCE = 2" SCREW LENGTH PER TABLE: 2 -PLY: SDS25312 3 -PLY: SDS25500 4 -PLY: SDS25600 SCREWS STAGGERED EACH FACE. LVL/BEAM. SEE PLAN FOR SPECIFICATIONS. 4 MULTI -PLY FASTENING 1-1/2" = 1'-0" 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. (2) 2X6 NO. 2x4 PLATE. SEE WALL SECTIONS. SEE STUD TABLE FOR SIZE AND SPACING. 2X6 MIN. CEILING JOISTS. INSTALL PER TABLES 2X6 LEDGER. WALL THREAD CONNECTORS. SEE ALL -THREAD NOTES ON THIS SHEET FOR NSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT NALL SHEATHING PER SHEATHING VOTES. ?x6 NO. 2 SYP PT BOTTOM PLATE. APPLY /2" ANCHOR BOLTS AT EACH SIDE OF 3OTTOM PLATE SPLICES. ;EE FOUNDATION PLAN FOR FOOTING ;PECIFICATIONS. TYPICAL STEMWALL DETAIL 3/4" = 1'-0" FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 P, UNO. STUD MATERIAL: 2x No. 2 11 PF, UNO. HEADERS: ATED ON EXTERIOR OF ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KIN S AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) OWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHII IS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OFT iE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS SIMILAR. HEADER NOTATION IS: SPRUCE PINE FIR. NUMBER OF PLIES IN HI ADER SYP SOUTHERN YELLOW PINE. (-- NUMBER OF KING STU TYPICAL. (2).2x6,2:11 UNLESS NOTED OTHERWISE. 4 NUMBER OF CRIPPLES UDS SIZE OF DIMENSIONAL I UMBER SHEAR WALLS: LL ALL WALLS ACT AS LATERAL FORCE RESISTING ELE NTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPA NG, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAM G PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND OLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. _N m Z Z Z p QLc)Z Ch tnov D V O F- Q m W CO rn `W1111i'1/1 O z WAYNF U ��� •......., c9 . q'• k c0 ' ffj '- ern _ C7 593 O m 10 00 � APF -------------.. }I fa ! t 1 li 1 1 I e ii s�}I it ilia ti li itq 1 ; r , } 1} , I 1 rl T==�_—=r--r1__,= _=T —T-- T—__ iii L/ ilk !i 11! nr fi, yii iit ail 5 S3.01 _ROOF PLAN B 7/16" OSB ROOF DECK. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. PORCH BEAM. SEE PLAN. A 7 RAFTER TO BEAM 3/4" = 1'-0" 2 S3.01 2'-0" RAFTER NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACINGI, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. 2 1-YPICAL HEADER FRAMING DETAIL 3/4 - V-0" 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X FLATWISE OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. (2) 2X4 NO. 2x4 PLATE. SEE WALL SECTIONS. 6 OUTLOOKE:R DETAIL —31 2'-0" RAFTER SPACING, MAX. SEE PLAN 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X FLATWISE OUTLOOKERS AT 24" O.C. FASTEN TO RAFTERS WITH (3) 10d TOE -NAILS. NOTCH RAFTER FOR OUTLOOKER. CUT FOUR TIGHT FIT. 5 PUTLOOKE:R DETAIL 314" = 1'-0" PLAN. FASTEN BEAM WITH (2) MSTAM24, (5) TITENS INTO CMU, (9) S INTO LVL. SYP TOP PLATE. FASTEN BEAM WITH (2) 1/2"X8" BOLTS WITH. 4SONRY COLUMN WITH ZS AND 3000 PSI FE. ICAL REINFORCEMENT SEE DETAIL 8/S1.01 FOR FOOTING. 3 :%121 CMU SECTION 3/4" = V-0" c SDS SCREWS AT 12" O.C. STAGGERED. MINIMUM EDGE DISTANCE = 2" MINIMUM END DISTANCE = 2" SCREW LENGTH PER TABLE: 2 -PLY: SDS25312 3 -PLY: SDS25500 4 -PLY: SDS25600 SCREWS STAGGERED EACH FACE. LVL/BEAM. SEE PLAN FOR SPECIFICATIONS. 4 MULTI -PLY FASTENING 1-1/2" = 1'-0" 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. (2) 2X6 NO. 2x4 PLATE. SEE WALL SECTIONS. SEE STUD TABLE FOR SIZE AND SPACING. 2X6 MIN. CEILING JOISTS. INSTALL PER TABLES 2X6 LEDGER. WALL THREAD CONNECTORS. SEE ALL -THREAD NOTES ON THIS SHEET FOR NSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT NALL SHEATHING PER SHEATHING VOTES. ?x6 NO. 2 SYP PT BOTTOM PLATE. APPLY /2" ANCHOR BOLTS AT EACH SIDE OF 3OTTOM PLATE SPLICES. ;EE FOUNDATION PLAN FOR FOOTING ;PECIFICATIONS. TYPICAL STEMWALL DETAIL 3/4" = 1'-0" FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 P, UNO. STUD MATERIAL: 2x No. 2 11 PF, UNO. HEADERS: ATED ON EXTERIOR OF ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KIN S AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) OWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHII IS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OFT iE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS SIMILAR. HEADER NOTATION IS: SPRUCE PINE FIR. NUMBER OF PLIES IN HI ADER SYP SOUTHERN YELLOW PINE. (-- NUMBER OF KING STU TYPICAL. (2).2x6,2:11 UNLESS NOTED OTHERWISE. 4 NUMBER OF CRIPPLES UDS SIZE OF DIMENSIONAL I UMBER SHEAR WALLS: LL ALL WALLS ACT AS LATERAL FORCE RESISTING ELE NTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPA NG, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAM G PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND OLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. V V -#/S# /S SEE DETAILS FOR F SINERS SHEET NUMBER DETAIL NUMBER SHEAR WALL DESIGNA PORCH/GLULAM BEAM ® 1 -STORY THREADED RC D INDICATES GLAZING CL SSIFIED AS END ZONE. EZ ALL OTHER GLAZING L ATED ON EXTERIOR OF STRUCTURE WILL BE C SSIFIED AS INTERIOR ZONE. SEE "COMPONE AND CLADDING DESIGN PRESSURES," ON COVE SHEET. GABLE BRACING LOCA ABBREVIATIONS: ICR INTERMEDIATE CRIPPLES REQUIRED. HEAC ROUP TO FOOTING SDWC15600 SCREWS. LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LL MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. LINO UNLESS NOTED OTHERWISE. CANT CANTILEVER TO CRIPPLES WITH VERIFY OR PLACE STUD GROUP UNDER BEAMEARING. NUMBER OF O STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUf S. FASTEN BEAM TO CONVENTIONAL FRAMING - CEILIN STUD GROUP WITH (2) MSTA24. FASTEN STUD ROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF READED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIR D. CMU COLUMN FILLED WITH (2) #5 BARS ND 3000 PSI O12"x12" CONCRETE UNDER BEAM BEARING. FASTEN B M TO POST WITH (2) MSTAM24, (5):PX2-1/4 TITENS INTO CMU, (9) 10 NAILS INTO LVL. 2x6 NO.2 SYP LEDGER 9'-3- CO • FASTEN TO EACH STUD/TRUSS VERTICAL ITH (3) 1/4"X4" WOOD SCREWS 16-11" • FASTEN TO BAND BOARD WITH (3) ROWS F 1/4"X4" WOOD SCREWS AT 16" O.C. 20'-5" CONVENTIONAL FRAMING - CEILIN 10 PSF LIVE LOAD, 5 PSF DEAD LOAD 1.00 DURATION FACTOR GRADE, SYP No.1 No. SPACING 16" 24" 16" 24" 2x4 11'-3" 9'-10" 10'-9" 9'-3- 2x6 17'-8" 15'-6" 16-11" 13'-11" 2x8 23"-4" 20'-5" 21'-7" 17'-7" 2x10 26-0" 23'-11" 25'-7" 20'-11" CONVENTIONAL FRAMING - ROO 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR GRADE, SYP No.1 No. SPACING 16" 24" 16" 24" 2x6 14'-1" 12'-3" 13'-5" p 3:E6 20 2x8 18'-6" 16'-2" 17'-1" 13'-11" 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 26'-0" 22'-6" 23'-10" 19'-6" s NED COw' 0 o w o � 0 z a z m w � g z' o O U o n ~. 0 Of U w D 0 cf) U) NLO co cc 0) N a .D o N O .00A a)0 � > �0 U > m0 p 3:E6 20 6 o U a a Q U wU- U Z I— Z W 0 >_ LL O U)Q m cl) = U w (�s z m m _N m Z Z Z p QLc)Z Ch tnov D V O F- Q m W CO rn `W1111i'1/1 O z WAYNF U ��� •......., c9 . q'• k c0 ' U) '- ern _ C7 593 O m U C Sheet NLO co cc 0) N a .D o N -00 .00A a)0 � > �0 U > m0 p 3:E6 20 6 o a a U C Sheet NLO co cc 0) N wQ +� a U CD mm �a 0 .o Lo U wU- U 0 U N a� m cl) ' c w (�s m m _N ami 'L^^ m V/ o 0)5: 0 aD o N Ch tnov o Y N V O ca lo ca CO rn `W1111i'1/1 �'/. WAYNF ��� •......., c9 . q'• k c0 ' '- ern _ C7 593 7v = ;000 10 00 � APF Sheet Porches & Balconies Massing & Walls COLUMNS Newbern Cabana ` 465 Inland Way, Atlantic Beach, FL - Plan Notes Mech. Elec. & Plumbing Systems Proj ect Information Index � 1. All exterior columns will be CMU as per Engineering.. CONCRETE MASONRY UNITS ELEVATION NOTES PLUMBING DESIGN. CRITERIA: 1. All structural information shown is for reference purposes only. A local licensed 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 1. System shall be designed in accordance Building Classification: A0.1 Y g with all applicable codes, .standards & g Residential Title Sheet &Specifications BEAMS structural engineer shall design to actual site conditions & design all structural are in question, the builder shall be obtain clarification before continuing with requirements of local utilityofficials. Desi en Building Type: e V Construction Design engineer shall prepare calculations p truction elements such as footings, foundation walls & slabs. construction. Builder shall verify all dimensions & conditions at 'obsite. A1.1 Exists J for pipe &equipment sizing, accessory arrangement, etc.; and shall prepare final ng &Demo Site Plan 2. All masonry shall be laid plumb, true and square w/filled joints. All walls shall be 2. Finishe grade lines shown are approximate. Verify that finished grade slopes A1.2 drawings accordingly. New Site Plan L Wood beams shall be #1 Common grade pressure -treated pine or better. away from building for at least 48" outside building perimeter. Builder shall A1.3 adequately braced until securely tied to the structure. No work shall be done g p 2. Furnish all piping, fittings, Site Plan Area Calculations p p g> gs, accessories, etc. for complete installation. 2. Beams supporting masonry shall be limestone or reinforced concrete, or precast subject to freezing conditions. All exposed work shall be brush -cleaned to be establish finish floor elevation in consultation with homeowner. Builder shall Unless otherwise noted project site 3. Insulate all domestic water supply lines in uninsulated s aces w/tubular foam p J considerations shall be the respon bility of the owner P take into account design intent; including number of steps; water table masonry, p and/or contractor. Exam les of such A2.1 ch items include but shal laban lintel as per engineering. p 1 of be limited to, a Floor Plan, Roof Plan &Detail free of surface mortar. etc. Builder shall also assure that there is adequate clearance between finish grade insulation. Insulation shall be of self-sealing type or shall be taped closed determination of rade elevations drainage feat 3. All masonry work below finish grade shall be filled with grout. This includes all g g features, and special req rements associated & any wood construction. w/foil-faced tape. with FEMA flood hazard and/or DEP zones. A3.1 abana Elevations & BuildingSections SEALANTNOTES cores, cavities &other spaces.: 3. See details for exterior materials not shown here. 4. cleanouts shall extend to surfaces or shall be provided w/access doors or similar 4. Newly laid masonry shall not be disturbed in any manner. Any section which - devices. Ca all pipe to be open overnight & protect pipe during installation The contractor is res onsible for the means and methods of co tructio A9.1 Cap p p P g p P p g p n It is the Wall Sections &Details 1. Use materials appropriate to the application for maximum life and optimum has been disturbed before mortar has set shall be completely removed & re-laid. from dirt, gravel &other debris which might cause bloc contractor's g blockages or flow restrictions. sole responsibility to determine the procedure, seque ce, and temporary appearance. All joints should be sound, clean, dry &free of contaminants. Protect masonry work from moisture and temperature changes at the end of SIDING NOTES 5. Center all fixtures ins ace allocated bracin as t ' p unless noted otherwise. g o insure the safety of the building and its component parts d ring construction. Caulking or sealant should be applied in accordance with spec data sheets and each day's work. 6. Lead solder is not allowed. manufacturer's specific recommendations. Colors shall be selected b 5. Concrete masonry units shall be sound, dry, clean & free from cracks. CMUs 1. All expo CMU shall be Stucco finished Y • P 7. Closely coordinate work with all other trades. Maintain ceiling heights & pipe The contractor shall verify all conditions and dimensions at the Job site riot to homeowner from manufacturer's standard colors. Caulking or sealant shall be shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running2• All siding shall be installed as per Manufacturer's instructions. g P P commencing work. p � spaces. provided. g installed so that finish surface is smooth, even & regular. bond using full & half -blocks unless noted otherwise. Saw -cut blocks if 8. All valves, cleanouts &control devices shall. be accessible for operation I 2. Caulking shall be installed at interior dry joints between dissimilar materials as non -modular dimensions are required. The contractor shall supply, locate and build into all through access doors or panels manufactured for such purposes. Pp Y� � the work all insets, anchors, angles, required. 6. CMU bearing walls shall be minimum 8" thick, &shall be reinforced as per TRIMWORK NOTE$ 9. Soil& plates, openings, sleeves, hangers, slab depressions, or other components as may be vent stacks shall have cleanouts as indicated on Drawings and/or as �1' Y 3. Sealant shall be installed at exterior or dam interior joints between dissimilar required to attach and accommodate other work. P J Engineering drawings. Typical horiztonal ladder type reinforced galvaniced 16" required by applicable codes for proper maintenance. materials as required. Prime all substrates w/primer as recommended by OC 1. All finish work shall be executed by qualified subcontractors, and shall be filled, sanded sin 10. Coordinate placement of all drains with flooring subcontractor. manufacturer of sealant. Apply sealant from the bottom u Apply sealant when ooth and ready for finishes. Trim materials should be tempered to g tractor. It is the owner's contractor's p r s responsibility to obtain a soils ex ration report. The PP Y p' pp Y 7. Reinforce CMUs vertically by filling cores from footing to .top of wall w/grout 11 p p ambient ro'ect conditions. Coordinate with electrician concerning items requiring p J ns. All finish lumber, trim, moldings &millwork shall g q inng electrical service such as Engineer shall be notified if soil conditions encountered diff joint is approximately half -way between design extremes. Use flexible open -cell r from the noted & rebar. Reinforce CMUs @corners by filling all such cores from footing to =,�so*ffits .osture content of 12% or better. water coolers, sensor flush valves & Ovatepolyurethane foam backer rods at all butt joints to create a sealant joint nor heaters. Coordinate service & assum tions. All re uirements f r sit Thp q o e preparation and soil compaction s ecified in the ese drawings may not correlate to an m -field m difications an discrethicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or top of wall w/grout &rebar. Reinforce CMUs within 16° of beam or girder 2, shall be ventedam acs required. soils p _ Y y discrepancies or vinyl. p ry q ed. soils report shall be followed unless more stringent requirements an' specified in these questions should be reported to the Architect as soon as possible for resolution. bearing or other concentrated loads by filling all such cores from footing to to p p plans. thicker than 3/8"! Lap joint depth shall be no greater than 1/2 the width of the g p 1�: Provide expansion valves & pressure relief valves &drain lines from water joint. of wall w/9 rout &rebar at each core. Reinforce 1 CMU core under each end of heaters. Route drain lines down to floor drain or utility sink in utility room or Cabinets Q T Furniture bond beams by filling all such cores from footing to top of wall w/grout &rebar ELECTRICAL PLAN NOTES other non-public areas where overflow would be noticed b homeowner. CX y net. If line Square Footage at each core. Reinforce all openings in CMU walls larger than 12" in any. is run to exterior, extend line concealed m walls to within 18" of finish grade & direction w/rebar at all sides of the opening. Extend bars 24" past corners ofDrawings. y GENERAL CON ITION 1. Do not Jcale Drawin s Use only dimensions shown on drawings. If dimensions terminate with 90' elbow pointed down. $ MILLWORK opening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to q New Cabana are in iiestion; the electrician shall be responsible for obtaining clarification 13 Provide pressure reducing valve as required for proper operation of the system. 500 sq ft Engineering. Extend hook bars of same size as vertical reinforcing into footing & before continuing with construction. Builder shall verify all dimensions & 14 Verifywater pressure at meter to deter New Pool &,co in 1. The coping 784 sq ft se Plans are the property of Micha 1 L. Sherrod / Sherrod Drawings, p determine necessity of reducing valve. i lap vertical reinforcing 24" minimum. Install bond beam course w/1 #5 conditiois at jobsite. 15 Seal to wall floor or countertop New pool pavers p around all fixtures with tub &tile sealant to 1,736 sq ft produced under the direction of New L f Construction, an discrepancy to 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions Y p Y continuous @ top of all CMU retaining walls & above all door & window . 2' Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers, match color offixture u nless noted otherwise. these plans shall be directed directly to the ontractor. These Plans are protected are in question, the builder shall be responsible for obtaining clarification before disconn cts, accessories, etc. for complete installation whether or not eve item openings. 16. Install shower heads 80" OC AFF wall penetration unless directed otherwise is shown or specified. @ p � by Federal Copyright Laws. Any use of the information contained herein continuing with construction. Builder shall verify all dimensions &conditions at 8 Consult with the structural engineer if CMU walls will be required to act as by homeowner. beyond the use authorized by Sherr Drawings, or any duplication, jobsite. 3. These drawings are intended as general guidelines for purposes of establishing retaining walls. Backfill after first floor is set. publication, sale or distribution of an rt of these 2. Field -verify all dimensions before beginning millwork fabrication. Verify all certain ninimum criteria, & do not necessarily represent the final layout, y p Plans without the prior 9. Mortar shall be freshly prepared and uniformly mixed. All mortar joints shall be arrangement, size, brand name, capacity or other characteristic of the engineered written consent of Sherrod Drawings. re resents a violation kitchen equipment. sizes w/homeowner before ordering cabinets. gi BATA /� CCES$ORIE$ g lanon of Federal Laws p primary completely filled as the masonry units are laid. Maximum allowable joint system. System shall be designed in accordance with all applicable codes, 11 subject to the prescribed penalties. 3. .All cabinet dimensions shown on floor Tans or elevations are to rima surface y y spacing for CMU shall be 5/8" standards & requirements of local utility officials. Deviations from the concepts 2. All work is to be in accordance with t e latest codes: q Y odes. of cabinet. Countertops typically overhang these dimensions & kickspaces 10. Grout shall be freshl mixed of fluid consistency and uniformly mixed. Fill cells shown on these Drawin s should b 1. Bath accessories are enerail underhang them. Y Y Y g e supported by design calculations. Design g y not shown anywhere on plans, but should be Local Ordinances: Atlantic Beach, Fl of masonry in vertical reinforcing in lifts as per engineering. engineer shall prepare calculations for loading & equipment sizing,accessory installed as noted below. Homeowner shall select and install accessories. rY Building Code: 2017 Florida Building Cod Residential 6th edition 4. Provide pre -finished closures, trim or moldings as required to fit walls or furrings. arran ement, etc., and shall prepare final d 2. �� �� 11. Verify masonry wall reinforcement & turn up equal quantity & sizes of rebar out g p p drawings accordingly. Install toilet paper holder 24 OC AFF & minimum 36 OC from wall behind 2017 Florida Mechanical Code Residential 5. Builder shall provide adequate wood blocking in walls to secure millwork; 4. Install C'FCI outlets as re uired b a licable codes. These toilet of footing at locations for wall reinforcement so that reinforcement is continuous q Y pp areas include (1 per toilet). . 2017 Florida Plumbing Code Residential shelves, fixtures, Horrors, grab bars &toilet accessories as required to walls. rece facies in a bathroom ktche a from wall into footing. p nette, or other area where running water is 3. Install 18 towel bar in tub on wall opposite shower @ 60" OC AFF 1 per �+' Electrical 6. See Finish Schedule for wall, base, floor & other finishes. resent or areas exposed to the weather. ( p ncal Code. 2018 National Electrical C de 12. Exposed CMU joints shall be struck flush &sponged smooth. p p bathtub). - .. . 3. It is the builders responsibility to assure t t all manufactured p Y tured articles material 7. All materials shall be moisture -resistant in countertops w/sinks, lavatories or 5. Install hardwired combined carbon dioxide and smoke detectors with battery �� � , other plumbing. Plywood to be covered w/plastic laminate shall be 13. Maximum CMU joint 5/8" ry 4. Install 24 towel bar outside tub or shower 48" OC AFF 1 per tub or @ (p and equipment are applied, installed, onnected, erected, used, cleaned, backup on all floors. Interconnect detectors so that all will sound should one shower). adjusted, cabinet -grade AA fir plywood. All totally concealed wood framing shall be #2 detector activate. Verify number of smoke detectors required &locations J , operated and conditioned as di ected by the manufacturers, unless southern yellow pine. WALL FRAMING 5. Job site built recessed shower niche tiles shall slope slightly for drainage. ,. Y P w/homeowner &code requirements. Detectors shall be installed in all sleeping herein specified to the contrary. Builder sliail follow all instructions to sustain p g 6. Provide blocking in walls for all bath accessories. and preserve all expressed or implied warranties and guarantees. 8. Sections and details shown may not cover all cabinet conditions, but are areas. just outside bedrooms as a minimum. intended instead to indicate the general design and character of the cabinets. In 1 All structural members shall be sized to carry all imposed loads by structural 6• Some e uipment shown on other plans may require electrical service, such as 4. It is the builder's responsibility to p y check all (plan dimensions &details for overall engineer. cases where no detail is shown; use most similar condition detailed and mods gi water heaters, condensing units, air -handling units, condensate pumps, etc. �� LIGHTING Y appropriate modify g p p , ;, accurac a ro nate to the site. &final selegtion of masonry, floor joists, lumber, 2. Wall framing & blocs Electrician shall include electrical service to all such equipment. Coordinate with structural members, veneer, roofing, etc. Names of mate for cabinet elevation shown. g �ig shall be white pine, spruce, or fir, stud grade or better.I g rials &manufacturers 3. All framing & blocking lumber shall be kiln -dried to a moisture content of 19% other trades concerning items requiring electrical service. Coordinate service & shown on these Plans do not represent 1 Light fixtures shall be located as close as possible to locations shown on la endorsement or recommendation by or better. ampacity required. Provide one duplex outlet &one light. if unit is in non -lit ' ' g p plan. p sent any., Sherrod Drawings.. i area for every condensing unit & every air -handling unit as required by Fixtures shall align with or center on each other or with adjacent architectural 5. Fina 4. All wood in contact w/concrete, earth, masonry, or in a moist location shall be 1 selections of materials to be used are he responsibility of the homeowner elements. Coordinate locations of light P Y applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to g t fixtures with HVAC grilles so that they and/or builder, including, but not li ' pressure -preservative -treated with a water -borne preservative applied by vacuum g> mite to proper installation of materials, process in closed weather.) align with or are at least symmetrical with each other where there may be � • . . , p ed cylinder & shall be kiln -dried after treating. nailing, gluing, caulking, insulating, flashin , roofing, weatherproofing g g> p oofing &many 7. Obtain name plate rating of all equipment before roughing in &provide wiring conflicts. Grilles &registers shall be blocked as required so that they align with �; . 5. Wood blocking shall be solid & shall match the depth of the rima framing other small items &details not necessarily indicated on the Plans over which p primary g of proper size, voltage &ampacity. Provide fused or non-fused disconnect light fixtures. Light fixture &switch locations shall be reviewed &approved by ! II. - members. Provide blocking in wall to secure mounted millwork shelves, Sherrod Drawings. has no control or responSibihty. switch as required. Owner or Interior Designer before installation of sheetrock or other wall & 6 fixtures, mirrors, toilet accessories & other items requiring a permanent 8. Provide panelboards of proper voltage &ampacity for all electrical circuits. More These plans provide ideas & concepts & ar not intended to be complete in all ceiling finishes. attachment to the wall. respects & details of weatherproofing. Use of a potential vane of window or than one panel may be required due to number of circuits. required. Provide a 2, Center items shown in ceiling areas unless noted otherwise. � �' 6. Interior walls shall be 2x4 studs (3 1/2" thick) & exterior walls shall be 2x6 studs mimmu a of 8 spare circuits. door brands & types & use of different materials & thicknesses can change 9. Verify service requirements with local ower company including transformer 3' Coffer dimensions are shown to face of framing unless noted otherwise. details. Additional) varying codes (5 1/2" thick) unless noted otherwise. Exterior walls of garages &other Y q p p y g � y, ry g &rei dations, foundation requirements & 4. Switches shall be located adjacent to but not intersecting door casing or trim. electrical & mechanical plans can also chan unheated areas shall be 2x4 studs unless noted otherwise, see drawings. location;. &types, disconnects at exterior of building; voltages, ampacities & p details. other details of electrical construction. Size all feeders according to NEC Verify trim size& selection for each room. Grouped switches shll be ganged 7. Headers shall be sized by structural engineer to meet all local live &dead load 7. It is the builders responsibility to assure thall work is in strict accordance with requirements. g tight together & shall be covered with a single plate designed for that purpose. the latest edition of all applicable requirements. Install minimum 3 studs @beam bearing points unless noted pp National, tate, and Local Building Codes. It is 10. Run all cable concealed in walls, ceilings or floors unless noted otherwise. Switches shall typically be mounted 44" AFF to center of switch. the builder's responsibilityallato assure that all v otherwise. ork is in strict accordance with the 11. Support ,ill fixtures & other items rigidly from structure of building. 5 • ' Support all fixtures rigidly from structure of building. latest edition of all applicable Constructs 8. Exterior structural hardware/connectors- shall be galvanized, see engineering for pp on tandards. 12. GFCI receptacles may be laid out so that one GFCI receptacle protects other 6 Verify device &plate colors with Owner or Interior Designer. 8. Names of materials &manufacturers s project specific connectors &fasteners how on these Plans do not represent any standard receptacles beyond it if there is at least one GFCI receptacle in a room 7• All fluorescent lamps shall be warm white deluxe. endorsement or recommendation by Sh 'trod Drawings. Final. selections of 13. and if they can all be on the same circuit. 8. All light fixtures &bulbs shall be LED, Owner to select. � materials to be used are the. responsbilit of the homeowner and/or builder, FINISHES 14. Kitchen lae& seal solidly behind receptacles in exterior walls. including, but not limited to proper Inst latio equipment service may not be shown on plan. Verify whether p p n of materials, nailing, gluing, equipment should be hardwired or requires an outlet & connect as CEILING ATTIC & ROOFFRAMING I caulking, insulating, RAMING g, ing, flashing, roofing, wl atherproofing &many other small 1. Wallboard &ceiling board shall be screw -attached 1/2" drywall. q required. � items &details not necessarily indicated o the Plans over which has no control r1' Provide circuits sized as required for load. 2. Wallboard @tile shall be equal to Georgia-Pacific Dens -Shield file backer board. or responsibility.Sherrod Drawin s ' 1. All structural members shall be sized to carry all imposed loads by a structuralg not be held liable for any errors, 3. Wallboard @damp areas shall be equal to screw -attached 1 /2" moisture resistant , sha gypsum board @all areas exposed to high humidity levelssuchas bathrooms. AUXILIARY SYSTEMS engineer or other individual acceptable to state &local authorities. omissions, or deficiencies in any form by a y parry whatsoever for these various 4. sheetrock accessories shall be equal to USG. All exposed corners and gypsum Ceiling & roof framing &blocking shall be #2 KD southern yellow pine. details. board edges shall have appropriate metal accessories. Sheetrock joint treatment 1• No alarm 2. All framing & blocking lumber shall be kiln -dried to a moisture content of 19% systems are shown. Verify alarm requirements with homeowner & or better. materials shall conform to ASTM c476-64. Tape all joints & apply 3 coats of install as :required. 3. All wood in contact w/concrete earth1 joint compound. Sand between coats and after the final finish coat. 2. Telephone outlets may not be shown. Verify telephone requirements with masonry, or in a moist location shall be 5. Tile showers shall be constructed to at least the following minimum standard: homeownerpressure-preservative-treated with a water -borne preservative applied by vacuum &install as required. closed c process in d cylinder &shall be kiln -dried after treating. Wall tile shall be installed over Georgia-Pacific Dens -Shield tile backer board or 3• Computer outlets may not be shown. Verify computer network requirements 4. Wood blocking shall be solid ll shall mat with lion & install as required. ch the depth of the primary framing equal and shall be installed to an elevation of 72" or higher as required to q members, produce full (uncut) tile throughout the height of the wall. The floor shall be 4• Cable TV outlets may not be shown. Verify cable TV requirements with 5 Roof trusses shall be designed, fabricated &erected in accordance w/the prepared by grouting to slope to drain over a waterproof membrane. Floor the homeowner & install. as required. "Design Specification for Light Metal • shall be laid according to Owner or Architect. Small bullnose trim shall be used g p g Plate Connection Roof Trusses" of the 6. Truss Plate Institute. Truss manufacturer shall provide engineering design & i at all edges. shop drawings which bear the seal of a registered engineer in the state in which 6. Remove all rust, grease &installation marks from surfaces to be painted. Fill and sand all woodwork with an appropriate filler before beginning work. Filler coats work is to be performed. Shop drawings shall indicate the species, sizes &stress grades of lumber, metal connector onnector plate sizes &types &bearing &anchorage shall be applied after the priming coats are dry on surfaces scheduled for painting or enameling. Filler shall be tinted to match woodwork on all stained or details. Truss manufacturer shall submit supporting design documents which I natural -finish surficgs. All knots, pitch pockets & sap streaks shall be shellacked indicate loading, section modulus, assumed allowable stress, stress diagrams, before paint is applied. All calculations & any other required supporting information, which is for file j finished surfaces shall be left smooth, even &free from defects. Brushwork shall show even coatings free from brushmarks. Do not purposes only as the Architect shall not be responsible for checking calculations. h 7. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. ` roll -apply any paint on trimwork or other wood. Trim shall be brush -applied 8. Roof sheathing shall be 5/8 Exposure only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. g p e plywood and .nailed as per engineering. � Coverage shall be complete so that no primer or substrate may be seen ..through OSB is NOT allowed. J the finish coat(s). 9. Hold roof deck panels apart as recommended by decking manufacturer. 10. Hold roof deck panels away from items penetrating roof deck as recommended } by roof deck manufacturer to allow for expansion & contraction of roof deck. 11. Hip rafters, ridge boards, &valley rafters shall be one size larger than rafters. i 12. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where ceiling joists run perpendicular to rafters. _I CIN N1'\IF D Dat a A0.1 LO 0 0 Q) () L0 U C U i o U � `o U 0 � O U o U � ; m ,` o D U) m s 0 0 U m 0 co .00 M, A0.1 LO 0 t Area Calculatio MI Existin Site Plan g 0 4' 8' 12' 16' 20' 24' 28' 32' SCANNED ate: J U () U m U C (z cz cz 4�co co v AL I O U) C O O LA U C U L L U O - U 0 O � L C O p� � U � CO O m m O a m U U , O 4 m a0k a, .. J U () U m U C (z cz cz 4�co co v AL I O 1 1 2. 3. 4. 5. 6 S 88° 18'42" E 1 'Rte na, Site Plan Notes This drawing is based on a boundary and/or topographic survey made by Associated Land Surveyors , INC. of Jacksonville. See site survey for existing conditions not shown on this plan. Contractor shall establish finish floor elevation. Building layout dimensions are shown to o�tside face of foundation wall. See Floor Plans for clarification. I Work shown is new unless specifically noted $s existing. The General Contractor shall verify all proptrty lines, easements, dimensions & setback requirements w/the appropriate department of Jacksonville Beach, FL . Construction materials, equipment & proced res shall be in general accord with the Florida Department of Transportation "S andard Specifications for Ilighway Constructions", latest edition, as modified by'i ethnical specifications. Silt fence will be provided along property line in best place for the erosion --ontrol Do not scale Drawings. Use only dimension shown on drawings. If dimensions are in question, obtain clarification before con�tinuing with construction. Builder ;hall verify all dimensions & conditions at jobsite. X11 run off must remain on-site during constrntion. Zoll off container must be on City approved'list. Container cannot be placed on �:ity right-of-way. it Area Calculations Site Plan 0 4' 8' 12' 16' 20' 24' 28' 32' A,rea Calculations Sq. Ft. Percent Impervious 18961 100.00% .� 3298 17.39% ............ ..... 1574 : , 830% S, Steps) ....::......:. 53 0.28% 500 2.64% 784 4.13% 1736 r. 9.16% 7945 �... ......�r. 41.90% COMMUNITY DEELOPMENT APPR VED I CANNED Dat --- ct I 4-1 A1.2 N O c O N 0) LO Q) C U U c� 0 U C O O U o U O' C U: M VI'. O O U m O M .r\.: ;1\ ct I 4-1 A1.2 N O N 122 50' existing fen 38" live oak N ft a o; Y• 0 38" live oak —y...._._.._.__ k site o"Struti�� install silt fence ce existing fen 5 7 $ 19 2� yv 50 Inland Way E%ISTING IMPERVIOUS COVERED CONCRETE PORCHES 30" live oak EXISTING IMPERVIOUS CONCRETE COVERAGE et POOL COPING NEW IMPERVIOUS ROOFED STRUCTURES NEW PATIO PAVERS C r ?l-1 i r { G 0 r it n-... .j 38" live oak —y...._._.._.__ k site o"Struti�� install silt fence ce existing fen 5 7 $ 19 2� yv 50 Inland Way E%ISTING IMPERVIOUS COVERED CONCRETE PORCHES El 3 23" live oak Site Plan Area Calculations i i811 1 1_OII v COMMUNIT DEVELOPMENT . `,f V i_ LJ COMMUNITY DEVELOPMENT APPiROVED EXISTING IMPERVIOUS ROOFED STRUCTURES EXISTING IMPERVIOUS CONCRETE COVERAGE EIMPERVIOUS POOL COPING NEW IMPERVIOUS ROOFED STRUCTURES NEW PATIO PAVERS El 3 23" live oak Site Plan Area Calculations i i811 1 1_OII v COMMUNIT DEVELOPMENT . `,f V i_ LJ COMMUNITY DEVELOPMENT APPiROVED ct 1 4- 0 C O .j N 0) '(^^ YI U C U � � O U O ^ U a C O U c O c U o _o Cn U p� cn O O U m O 0] ct 1 4- 0 A2 1 COLUMN DETAIL 1i io FLASHING NOTES Install all exposed flashing w/concealed cleats. Surface fasteners of any type are unacceptable. Base flashing shall be 2 ounce copper -fabric flashing equal to AFCO. Base flashing shall run up 6" minimum behind sheathing when installed at wood floor system or shall offset up i brick course minimum if installed at CMU backup. Window & door head flashing shall be 2 ounce copper -fabric flashing equal to AFCO @ brick veneer or shall be either 16 ounce copper or .oi9 factory pre -primed aluminum break metal at homeowner's option for any other non -masonry wall finish. Eave & rake flashing shall either 16 ounce copper or .oi9 factory pre -primed aluminum break metal at homeowner's option. All roof edge flashing shall extend io" minimum behind roofing felt or other roofing material. Verify that flashing runs not only under roofing material, but also under sub -roofing material such as roofing felt. Eave flashing at gutters shall extend to cover back leg of gutter, but shall terminate above rim of gutter. Valley flashing shall be either 16 ounce copper or .oi9 factory pre -primed aluminum break metal at homeowner's option 12" wide minimum centered in valleys. Lap joints 12" minimum. Gutters shall be 16 ounce 'copper or factory pre -primed .032 aluminum ready for finish painting. (See Drawings for gutter size and shape). The back leg of all gutters shall extend i" minimum above front rim. Gutters shall be hung with matching metal strips which are attached under shingles. Penetrations of back of gutter or of eave flashing shall not be permitted. Downspouts shall be 16 ounce copper or factory pre -primed .032 aluminum ready for finish painting. (See Drawings for downspout size and shape). Downspouts shall be attached to wall w/matching metal strips which are attached to wall behind downspouts. ROOF PLAN NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the roofer shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See Floor Plan for building dimensions. Begin metal roofing w/full panel at most visible edge of roof unless seams are shown on elevations to align with exposed rafter tails or dentils below, in which case roof panel installation shall conform with elevations. Begin shingle roofing w/full shingle at most visible edge of roof. Roof penetrations are permitted only in the areas noted. Route all vents, exhausts, flues & other penetrations to these areas & terminate as per code. All roofing and roofing details shall be installed in strict accordance with industry standards and manufacturer's instructions. No work shall conflict with the manufacturer's guarantee or warranty. Provide flashing as per details or as per SMACNA if no details are shown where roof pitch changes or where roofing intersects with vertical surfaces. Hold downspouts tight against walls. The installation subcontractor shall be fully responsible for all roofing work. All slopes are indicated on the Drawings. Paint all roof mounted accessories to match roof color selected by homeowner. All exhaust fan, vent, flue & stack openings are to be cut & sealed by builder. Roof vent terminals shall be 12' away from and 2' above any air intake, door or window, 18" away from any vertical wall extending above roof vent, and not below any roof eave, or as required by local codes. ROOF FRAMING NOTES All structural members shall be sized to carry all imposed loads by a structural engineer. Refer to engineering set, and contact Architect in the event of any discrepancies. Roof deck shall be 5/8" Exposure i T&G Sturd-I-Floor plywood. Particle Board is NOT allowed. Hold roof deck panels apart as recommended by decking manufacturer. Hold roof deck panels away from items penetrating roof deck as recommended by roof deck manufacturer to allow for expansion & contraction of roof deck. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where ceiling joists run perpendicular to rafters. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. See Wall Sections for exact configuration of framing members at exterior walls. PLAN NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite.' See A0.1 for specifications & Notes ELEVATION NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.1 for specifications & Notes SIDING NOTES Exterior shingle siding shall be Cedar shake installed on breather fabric or similar. Lap siding shall be Ship Lap. Brick shall be Artisan. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. All siding shall be installed as per Manufacturer's instructions. TRIMWORK NOTES All finish work shall be executed by qualified subcontractors, and shall be filled, sanded smooth and ready for finishes. Trim materials should be tempered to ambient project conditions. All finish lumber, trim, moldings & millwork shall have a moisture content of 12% or better. Exterior fascia shall be backprimed solid wood, & screwed @ corners (see Drawings for widths). Finger joint material is NOT allowed. Exterior soffits shall be backprimed solid wood up to ii" in width or shall be 1/2" smooth factory -primed exterior hardboard if greater than i i " wide (see Drawings for widths). Finger joint material is NOT allowed. Exterior cornerboards & casing shall be backprimed 2x solid wood (see Drawings for widths). Finger joint material is NOT allowed Interior trirnwork shall be shapes as shown on drawings. Roof Plan A A3. 1 a'. 1., , -„ B A3.1 °Ha Floor Plan A2. 1 0 2' 4' 6' 8' 10' 12' 14' 16' D A3.1 1/4° A2.1 • 11 VERIFY ALL ELECTRICAL REQUIREMENTS W/OWNER AND PROVIDE SERVICE FOR ALL EQUIPMENT Electrical Plan sp 11 w y 4 3' deep 0 ao 0 b) 16-O" l J �..� LL CCS � U CZ 1�of Floor Plan Notes 6' deep 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions I. are in question, the builder shall obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. 2. Dimensions shown are to one side of interior walls or to outside face of stud or masonry on exterior walls unless noted otherwise. 3. Builder shall establish finish floor elevation in consultation with homeowner. 3. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. 4. Locate doors so that door casing abuts wall finish of adjacent wall unless noted 4. (n o otherwise or unless door casing is narrower than 3 1/2" In this case, install door i 0 � U e0 o frame with appropriate shim space against liner and stud. Do not omit stud or C: o U U a' liner to get the door closer to the adjacent wall. In cases where a door is shown em . approximately in the center of a wall, locate door in the exact center of the wall. [fl 0 U 5. Verify window rough opening head height with Elevations. See plans & exterior N 0 m elevations for window alignments, window types & muntin patterns. Adjust 5. head heights slightly (less than 1 3/8") as required to course with masonry veneer, if any. Provide filler strip between window and masonry sill if required to allow the masonry sill to course with surrounding brickwork. In no case' should brick be cut to either course with the head or the sill of a window or door. 6. Window sizes indicated on plans are generic sash sizes. 7. Refer to plans & exterior elevations for window types. Coordinate operability of windows & direction of swing of casements w/homeowner. 6. 8. Doors & Windows shall not be ordered, prior to meausuring rough framing. 9. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall 7. match the rooms they serve unless noted otherwise. 10. Install termite shield at any areas where wood may come into contact with masonry at grade; along stem walls, turn -down slabs, and piers. 11. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or other wet or food storage areas. Boric acid shall be installed immediately before 1. installation of insulation in insulated walls or immediately before installation of wall finish in uninsulated walls. Walls with exposed cavities do not need to be treated with boric acid. 12. Prefabricated fireplaces and flues shall be UL approved and installed as per 2. manufacturer's specifications and accepted construction practice. It is the 3 - builder's responsibility to assure that all applicable codes regarding fire separation, use of materials & other fireplace criteria are met or exceeded. Builder shall coordinate flue height to match chimney height shown on elevations. 15. If gypsum board is used, install moisture -resistant gypsum board in restrooms & 4 - other rooms where water is present. 16. Builder shall coordinate all shelving & storage requirements with homeowner. 5• 17. Center plumbing fixtures in space provided unless noted otherwise. Provide not less than the following clearances from finish wall to fixture on either side: Lavatory: 15". Toilet: 18". 6. 7- 8. 9• I0. I I. N w D z in 12. beam J 0 0m U� U_ as detailed elsewhere I 0 w w m U LL ;U o D w I. structural column beyond I w = w m Zw 2. LL = N 3• 0 z E 4. J x 5• I 3 6. column column cross section: chamfered I cut from lxl2's over 7. structural column 8. I. COLUMN SECTION 2. I I I 1. 2. 1. 2. 5.. 9 3. 4. .1N 5. IN I I. 2x cap lx6 1x4 inset or stone I I 2. panel 3. o ih 4- structural N I column beyond 5- A2 1 COLUMN DETAIL 1i io FLASHING NOTES Install all exposed flashing w/concealed cleats. Surface fasteners of any type are unacceptable. Base flashing shall be 2 ounce copper -fabric flashing equal to AFCO. Base flashing shall run up 6" minimum behind sheathing when installed at wood floor system or shall offset up i brick course minimum if installed at CMU backup. Window & door head flashing shall be 2 ounce copper -fabric flashing equal to AFCO @ brick veneer or shall be either 16 ounce copper or .oi9 factory pre -primed aluminum break metal at homeowner's option for any other non -masonry wall finish. Eave & rake flashing shall either 16 ounce copper or .oi9 factory pre -primed aluminum break metal at homeowner's option. All roof edge flashing shall extend io" minimum behind roofing felt or other roofing material. Verify that flashing runs not only under roofing material, but also under sub -roofing material such as roofing felt. Eave flashing at gutters shall extend to cover back leg of gutter, but shall terminate above rim of gutter. Valley flashing shall be either 16 ounce copper or .oi9 factory pre -primed aluminum break metal at homeowner's option 12" wide minimum centered in valleys. Lap joints 12" minimum. Gutters shall be 16 ounce 'copper or factory pre -primed .032 aluminum ready for finish painting. (See Drawings for gutter size and shape). The back leg of all gutters shall extend i" minimum above front rim. Gutters shall be hung with matching metal strips which are attached under shingles. Penetrations of back of gutter or of eave flashing shall not be permitted. Downspouts shall be 16 ounce copper or factory pre -primed .032 aluminum ready for finish painting. (See Drawings for downspout size and shape). Downspouts shall be attached to wall w/matching metal strips which are attached to wall behind downspouts. ROOF PLAN NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the roofer shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See Floor Plan for building dimensions. Begin metal roofing w/full panel at most visible edge of roof unless seams are shown on elevations to align with exposed rafter tails or dentils below, in which case roof panel installation shall conform with elevations. Begin shingle roofing w/full shingle at most visible edge of roof. Roof penetrations are permitted only in the areas noted. Route all vents, exhausts, flues & other penetrations to these areas & terminate as per code. All roofing and roofing details shall be installed in strict accordance with industry standards and manufacturer's instructions. No work shall conflict with the manufacturer's guarantee or warranty. Provide flashing as per details or as per SMACNA if no details are shown where roof pitch changes or where roofing intersects with vertical surfaces. Hold downspouts tight against walls. The installation subcontractor shall be fully responsible for all roofing work. All slopes are indicated on the Drawings. Paint all roof mounted accessories to match roof color selected by homeowner. All exhaust fan, vent, flue & stack openings are to be cut & sealed by builder. Roof vent terminals shall be 12' away from and 2' above any air intake, door or window, 18" away from any vertical wall extending above roof vent, and not below any roof eave, or as required by local codes. ROOF FRAMING NOTES All structural members shall be sized to carry all imposed loads by a structural engineer. Refer to engineering set, and contact Architect in the event of any discrepancies. Roof deck shall be 5/8" Exposure i T&G Sturd-I-Floor plywood. Particle Board is NOT allowed. Hold roof deck panels apart as recommended by decking manufacturer. Hold roof deck panels away from items penetrating roof deck as recommended by roof deck manufacturer to allow for expansion & contraction of roof deck. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where ceiling joists run perpendicular to rafters. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. See Wall Sections for exact configuration of framing members at exterior walls. PLAN NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite.' See A0.1 for specifications & Notes ELEVATION NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.1 for specifications & Notes SIDING NOTES Exterior shingle siding shall be Cedar shake installed on breather fabric or similar. Lap siding shall be Ship Lap. Brick shall be Artisan. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. All siding shall be installed as per Manufacturer's instructions. TRIMWORK NOTES All finish work shall be executed by qualified subcontractors, and shall be filled, sanded smooth and ready for finishes. Trim materials should be tempered to ambient project conditions. All finish lumber, trim, moldings & millwork shall have a moisture content of 12% or better. Exterior fascia shall be backprimed solid wood, & screwed @ corners (see Drawings for widths). Finger joint material is NOT allowed. Exterior soffits shall be backprimed solid wood up to ii" in width or shall be 1/2" smooth factory -primed exterior hardboard if greater than i i " wide (see Drawings for widths). Finger joint material is NOT allowed. Exterior cornerboards & casing shall be backprimed 2x solid wood (see Drawings for widths). Finger joint material is NOT allowed Interior trirnwork shall be shapes as shown on drawings. Roof Plan A A3. 1 a'. 1., , -„ B A3.1 °Ha Floor Plan A2. 1 0 2' 4' 6' 8' 10' 12' 14' 16' D A3.1 1/4° A2.1 • 11 VERIFY ALL ELECTRICAL REQUIREMENTS W/OWNER AND PROVIDE SERVICE FOR ALL EQUIPMENT Electrical Plan sp 11 w y 4 3' deep 0 ao 0 b) 16-O" l J �..� LL CCS � U CZ 1�of m 6' deep New Pool 5'-O" C MMpNI� �,'D PPR®� A CAi� f V E D Da l J �..� LL CCS � U CZ 1�of m O C M Q N (Z l W in ru U c U � (n o i 0 � U e0 o C: o U U a' em . [fl 0 U 85 (4 0 . m N 0 m •: r, NZ C MMpNI� �,'D PPR®� A CAi� f V E D Da l J �..� LL CCS � U CZ 1�of m U C M Q (Z l W CDctf to C MMpNI� �,'D PPR®� A CAi� f V E D Da MATERIAL KEY Note: Details of the door or WhICIMA7 are not Shown here. The intent of this drawing is only to illustrate exterior trimwork. Consult Architect if there are any questions ronrernitng these conditions- - wall as detailed elsewhere (see schedules, details & specs) vindow head flashing run up 6" and out over drip cap as shown 1JOUBLE HUNG 4 WINDOW HEAD & JAMB A3. 1 Note: Details of the door & frame are general in nature and may not represent exact configurations, as this may vary between manufacturers. Consult Architect if there are any questions concerning this situation. wall as detailed elsewhere (see schedules, details & specifications) N'-� wood jamb casing (see details elsewhere) jamb over shim space as required over 2x4 liner & stud NV/2X4 exterior casing &AH -182 brick mould sealed to brick door (see Door Schedule for type, size & design) — roti v 1 Note: Details of the door & fratne are 6„ general in nature and may not represent exact configurations, as this may vary between manufacturers. Consult Architect if there are any questions concerning this situation. wall as detailed elsewhere (see schedules, details & specifications) brick lintel over angl flashing (run up 6" behind siding i wood header (see Wood Header Schedule) wood head casing (see details elsewhere) ^IN 2x4 wood casing w/AH-182 brick mould 1 Z 2 z door (see Door Schedule for type, size, a design & material; see plans for direction 0 of swing) _ 0 o X q3.1 BUILDING SECTION 1!4„ 1 O c BUILDING SECTION A3. 1 12 � UNI T'1'DFVEL Q -18 A PPME �/�,Q V Nl` fFo -wood cornice I I 0 0 0 0 wood column 0 U 0 - louvers 0 0 vertica11x8's o c 0 wood base - c v L 3 m a� L Q X concrete floor }' stucco on CMU block o 0 �3 v U 0 O L Q SCANNED Date: a� a� N L L Q 0 0 L 0 U) s _V 00 0 N rn U) C O N 0) (Y) UO Q) 6 c 6 L O U O U 0 � O L C.) 0 O C U m m = O 0 0 m c� 1 J C�$ s U `V m U C (LS M W Ct iV D o X q3.1 BUILDING SECTION 1!4„ 1 O c BUILDING SECTION A3. 1 12 � UNI T'1'DFVEL Q -18 A PPME �/�,Q V Nl` fFo -wood cornice I I 0 0 0 0 wood column 0 U 0 - louvers 0 0 vertica11x8's o c 0 wood base - c v L 3 m a� L Q X concrete floor }' stucco on CMU block o 0 �3 v U 0 O L Q SCANNED Date: a� a� N L L Q 0 0 L 0 U) s _V 00 0 N rn U) C O N 0) (Y) UO Q) 6 c 6 L O U O U 0 � O L C.) 0 O C U m m = O 0 0 m c� 1 J C�$ s U `V m U C (LS M W Ct iV D c� 1 J C�$ s U `V m U C (LS M W Ct iV D iV D BUILDING SECTION NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite 2. All structural information shown is for reference purposes only. Builder shall have a local licensed structural engineer review actual site conditions & design all structural elements such as framing, footings, foundation walls & slabs. Their design must take into account locally -required live loads, wood species, and types of joists and rafters (dimensional lumber, LVL, metal- or plywood -web trussijoists, etc.,) any of which may vary with your locality, contractor, and building material supplier. 3. Building sections are abstracted outlines of actual building components. See wall sections & other details for actual configurations. 4. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with homeowner. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. S. See details for exterior materials not shown here. 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be less, depending on number of top & bottom plates (see wall sections). 7. Floor system dimensions are to top of plywood floor decking and bottom of joist, which typically coincides with top of wall plate for walls below or bottom of wall plate for walls above. 8. Masonry dimensions are to top of brick or CMU. 9. Because of drawing limitations, section cut lines on floor plans may be shown cutting through doors, windows, or other openings. But some building sections may not show openings for clarity. ro. Because of the scale of building sections, items beyond the section plane such as doors, windows, cabinets, etc., are typically not shown unless they are required to communicate the intent of the drawing, such as columns beyond that support a porch beam. SAVE 'FLASHING DETAIL RAKE FLASHING DETAIL i RAFTER -WALL STRAPPING RIDGE STRAPPU D '- ❑ INDETAIL 1 -O Eave Note: stack rafters over wall studs so that loads are closely transferred as shown. Section through align rafters either side of ridge and provide install hurricane clip to tie every rafter to rafter ridge straps at every rafter to meet or exceed all wind load requirements, and double top plate and another clip to tie top I plate to every stud; engineer to requirements of local authorities determine clip specification to meet or exceed all wind load requirements, and encs of local authorities, but in no case sh ll clip be less than Simpson x8 i i RAFTER -WALL STRAPPING RIDGE STRAPPU D '- ❑ INDETAIL 1 -O Eave Wall Section through 3�4" _22- A9. , Wall Section through pEVE�-OPMEN� �OI�iMpN�T ED i S ANNED Date: N O .j N O Newbern Y g c es rom oo mg o top o w w grout rear at each core. Reinforce all openings in CMU walls larger than 12" in Cabana All structural information shown is for reference purposes only. A local licensed o not sca e Drawings. Use only dimensions shown on drawings. If dimensions '-' 465 Inland Way, Atlantic Beach, FL - Porches & Balconies Massing & Walls Plan Notes Mech. Elec . & Plumbing stems ProJect Information 7 Index COLUMNS CONCRETE MASONRY UNITS ELEVATION NOTES PLUMBING 1. All exterior columns will be CMU as per Engineering. DESIGN CRITERIA: 1 D 1 B ild' AO 1 all Y g c es rom oo mg o top o w w grout rear at each core. Reinforce all openings in CMU walls larger than 12" in 1. All structural information shown is for reference purposes only. A local licensed o not sca e Drawings. Use only dimensions shown on drawings. If dimensions 1. System shall be designed in accordance with all applicable codes, standards & m u g Classification: Residential materials shall conform to ASTM c476-64. Tape all joints & apply -3 coats of BEAMS any structural engineer shall design to actual site conditions & design all structural are in question, the builder shall be obtain clarification before continuing with Telephe!lne requirements of local utility officials. Design engineer shall prepare calculations Building Type: Type V Construction 5. Tile showers shall be constructed to at least the following minimum standard: GENERAL CON TIONS elements such as footings, foundation walls & slabs. construction. Builder shall verify all dimensions & conditions at jobsite. 1. for pipe & equipment sizing> accessory arrangement, etc., and shall prepare final Drawings. Use only dimensions shown on drawings. �• y gs. If dimensions A1.1 A1.2 terminate with 90' elbow pointed down. with homeowner 2. 2. All masonry shall be laid plumb, true and square w/filled joints. All walls shall be Finished :Drade lines shown are approximate. Verify that finished grade slopes ;' opening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to drawings accordingly. are in uestion, q the electrician shall be responsible for obtaining clarification p g 1. Wood beams shall be #1 Common grade pressure -treated pine or better. � p p i adequately braced until securely tied to the structure. No work shall be done away from building for at least 48" outside building perimeter. Builder shall 2. Furnish all piping, fittings, accessories, etc. for complete installation. A1.3 2. Beams supporting masonry shall be limestone or reinforced concrete, or precast Verify water pressure at meter to determine necessity of reducing valve. New Pool & coping subject to freezing conditions. All exposed work shall be'brush-cleaned to be e establish finish floor elevation in consultation with homeowner. Builder shall 3 Insulate all domestic water supply lines in uninsulated spaces w/tubular foam - pp Y p Unless otherwise noted, project site considerations shall be the respon bility of the owner A2.1 at Jobsite. are diagrammatic only. Furnish all conduit, wiring, panels, breakers, lintel as per engineering. p g Seal to wall floor or countertop around all t New pool pavers p fixtures with tub & tale sealant to match color of fixture unless noted otherwise. free of surface mortar. take into etc. account design intent, including number of steps, water table masonry, are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions& conditions at insulation. Insulation shall be of self-sealing type or shall be taped closed and/or contractor. Examples of such items include, but shall of be limited to, disconnects, is shown accessories, etc. for complete installation whether or not every item or specified. 16 3. All masonry work below finish grade shall be filled with grout. This includes all& Builder shall also assure that there is adequate clearance between finish grade 8. j w/foil-faced tape. determination of grade elevations, drainage features, and special requirements associated A3.1 are intended as general guidelines for purposes of establishingby g g p I Hold roof deck panels apart as recommended by decking manufacturer. homeowner. 10. any wood construction. Field-. 2. Field -verify all dimensions before beginning millwork fabrication. Verify all retaining walls. Backfill after first floor is set. with FEMA flood hazard and/or DEP zones. certain ratnamum e criteria, & do not necessarily represent the final layout, SEALANT NOTES 12. cores, cavities & others aces. P 3. See details for exterior materials not shown here. 4. Cleanouts shall extend to surfaces or shall be provided w/access doors or similar arrangement, size, brand name, capacity or other characteristic of the engineered 4. Newlylaid mason shall not be disturbed in an manner. An section which n' Y Y written consent of Sherrod Drawings. rep,�esents g a violation of Federal Laws devices. Ca all pipe to be left open overnight & protect pipe during installation P p p p g p p p g The contractor is responsible for the means and methods of cons p tinction. It is the A9.1 1. Use materials appropriate to the application for maximum life and optimum has been disturbed before mortar has set shall be completely removed & re-laid. Protect from SIDING NOTES subject to the prescribed penalties. from dirt, gravel &other debris which might cause blockages or flow restrictions. contractor's sole responsibility to determine the procedure, seque ce, and temporary spacing for CMU shall be 5/8" Grout shall be freshly mixed of fluid consistent and uniforml mixed. Fill cells Y Y appearance. All joints should be sound, clean, dry &free of contaminants. requirements of local utility officials. Deviations from the concepts these Drawings should be supported b design c g pp y g calculations. Design masonry work moisture and temperature changes at the end of Bath accessories are generally not shown anywhere on plans, but should be 5. Center all fixtures in space allocated unless noted otherwise. bracing as to insure the safety of the building and its component parts Glaring construction. underhang them. 4. Provide pre -finished closures, trim or moldings as required to fit walls or furrings. of masonry in vertical reinforcing in lifts as per engineering. p Caulking or sealant should be applied in accordance with spec data sheets and manufacturer's. specific recommendations. Colors shall be selected by 5. each day's work. Concrete masonry units shall be sound, dry, clean &.free from cracks. CMUs 1. All ex osed P CMU shall be Stucco finished. 6. 7. Lead solder is not allowed. Closely co y ordinate work with all other trades. Maintain ceiling heights &pipe ' The contractor for shall verify all conditions and dimensions at th job site prior to � J ( Residential 6th edition 11. 5. Builder shall provide adequate wood blockingan walls to secure millwork, n homeowner from manufacturer's standard colors. Caulking or sealant shall be shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running 2. g g All siding shall be installed as per Manufacturer's instructions. Install toilet paper holder 24" OC AFF & minimum 36" OC from wall behind spaces provided. p commencing work. shelves, fixtures, mirrors, grab bars & toilet accessories as required to walls. of footing at locations for wall reinforcement so that reinforcement is continuous installed so that finish surface is smooth, even & regular. Install GFCI bond using full & half -blocks unless noted otherwise. Saw -cut blocks if toilet (1 per toilet). I_ 8. All valves, cleanouts & control devices shall be accessible for operation & I l _ . from wall into footing. 2. Caulking shall be installed at interior dry joints between dissimilar materials as in a bathroom, kitchenette, or other area where running water as g non -modular dimensions are required. „ Install 18 towel bar in tub on wall opposite shower 60" OC AFF 1 per pp @ ( TRIMWORK NOTES Electrical Code: 2018 National Electrical L maintenance through access doors or panels manufactured for such purposes. The contractor shall supply, locate, and build into the work. all rose plates openings, sleev es, slab depressions, or ts, anchors, angles; be present or required. 6. CMU bearing walls shall be minimum 8" thick, & shall be reinforced as per 3. It is the builder's responsibility to assure th 9.. Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as .hangers, other co required to attach and accommodate other work. orients as may Install hardwired 3. Sealant shall be installed at exterior or damp interior joints between dissimilar materials as required. Prime all substrates w/primer as recommended by Install 24" towel bar outside tub or shower 48" @ OC AFF (1 per tub orpp Engineering drawings. Typical horiztonal ladder type reinforced galvaniced 16" 1. All finish work shall be executed by qualified subcontractors, and shall be filled, other plumbing. Plywood to be covered w/plastic laminate shall be required by applicable codes for proper maintenance. backup on all floors. Interconnect detectors so that all will sound should one manufacturer of sealant. Apply sealant from the bottom u Apply sealant when pp Y p pP Y is half design 7. OC. Reinforce CMUs vertically by filling cores from footing to top of wall w/grout sanded sr ambient ooth and read for finishes. Trim materials should be tempered to Y p project conditions. All finish lumber, trim, moldings &millwork shall 1Q 11. Coordinate placement of all drains with flooring subcontractor. Coordinate with electrician concerningitems requiring electrical service such as q g Itis the owner's contractor's responsibility to obtain a soils ex P Engineer shall notified g d ifsoil conditions encountered diff ration report.pThe r from the noted 5. Job site built recessed shower niche tiles shall slope slightly for drainage. joint approximately -way between extremes. Use flexible open -cell polyurethane foam backer rods at all butt joints to createa sealant joint no Jg herein specified to the contrary. Builders & rebar. Reinforce CMUs @ corners by filling all such cores from footingto have a moisture o content of 12/0 or better. water coolers, sensor flush valves & water heaters. Coordinate service & assumptions. All requirements p q nts for site preparation and soil compacton specified in the These drawings not correlate to g Y any in -field i thicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or ies and guarantees. top of wall w/grout'& rebar. Reinforce CMUs within 16 of beam or girder 2. Exterior offits shall be vented vinyl. Some equipment ampacity required. soils report shall be followed unless more stringent requirements ar, q specified in these questions should be reported to the Architect as so q It is the builder's responsibility to check all thicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the cases where no detail is shown, use most similar condition detailed and modify bearing or other concentrated loads by filling all such cores from footing to top water heaters; 1Z1. Provide expansion valves & pressure relief valves & drain lines from water plans. LIGHTING joint. ion of masonry, floor joists, lumber, of wall w/grout & rebar at each core. Reinforce 1 CMU core under each end of Wall framing & bloc'x-fig shall be white pine, spruce, or fir, stud grade or better. Electrician heaters. Route drain lines down to floor drain or utility sink in utility room or I structural members, veneer, roofing, etc. bond beams b fillin' all such or f f t• t f / & b 3. ELECTRICAL PLAN NOTES h les concerningitems requiring electrical service. Coordinate service & q g I. I ' Title Sheet & Specifications Existing & Demo Site Plan New Site Plan Site Plan Area Calculations Floor Plan, Roof Plan & Detail Elevations & Building Sections Wall Sections & Details ifications, any discrepancies or as possible for resolution. Cabinets &Furniture Y g c es rom oo mg o top o w w grout rear at each core. Reinforce all openings in CMU walls larger than 12" in 2. g g sou ern ye ow pine. All framing & blocking lumber shall be kiln -dried to a moisture content of 19% 0 board edges shall have appropriate metal accessories. Sheetrock joint treatment 1. of er non-public areas where overflow would be noticed by homeowner. If line Square Footage is to line systems are shown. Verify alarm requirements with homeowner & or better. materials shall conform to ASTM c476-64. Tape all joints & apply -3 coats of install as required. any All in contact w/concrete, earth, masonry, or in a moist location shall be joint compound. Sand between coats and after the final finish coat. 2. Telephe!lne outlets may not be shown. Verify telephone requirements with run exterior, extend concealed in walls to within 18" of finish grade & 1 5. Tile showers shall be constructed to at least the following minimum standard: GENERAL CON TIONS process in closed cylinder & shall be kiln -dried after treating. direction w/rebar at all sides of the opening.. Extend bars 24" past corners of 1. Do not scale Drawings. Use only dimensions shown on drawings. �• y gs. If dimensions Wood blocking shall be solid & shall match the depth of the primary framing terminate with 90' elbow pointed down. with homeowner & install as required. members. MILLWORK opening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to outlets may not be shown. Verify cable TV requirements with 5. & install as required. are in uestion, q the electrician shall be responsible for obtaining clarification p g 13 Provide pressure reducing valve as required for proper operation of the system. New Cabana i - q 500 s ft j 6. Engineering. Extend hook bars of same size as vertical reinforcing into footing & before continuing with construction. Builder shall verify all dimensions & 14 Verify water pressure at meter to determine necessity of reducing valve. New Pool & coping 784 sq ft 1. These Plans are the property of Michae L. Sherrod / Sherrod Drawings, 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions lap vertical reinforcing 24" minimum. Install bond beam course w/ 1 #5 continuous @top of all CMU retaining walls &above all door &window 2. conditions Drawings at Jobsite. are diagrammatic only. Furnish all conduit, wiring, panels, breakers, 15 Seal to wall floor or countertop around all t New pool pavers p fixtures with tub & tale sealant to match color of fixture unless noted otherwise. 1,736 s ft q produced under the direction of New Le these plans shall be directed directl to the Y `Construction, an discrepancy to Y p Y ontractor. These Plans are protected p are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions& conditions at openings. disconnects, is shown accessories, etc. for complete installation whether or not every item or specified. 16 Install shower heads 80 OC AFF @wall penetration unless directed otherwise � roll -apply any paint on trimwork or other wood. Trim shall be brush -applied by Federal Copyright Laws. An use of Y he information contained herein 8. j Consult with the structural engineer if CMU walls will be required to act as 3. These drawings are intended as general guidelines for purposes of establishingby g g p I Hold roof deck panels apart as recommended by decking manufacturer. homeowner. 10. beyond the use authorized b Sherro Y Y Drawings, or am duplication, g , y Field-. 2. Field -verify all dimensions before beginning millwork fabrication. Verify all retaining walls. Backfill after first floor is set. certain ratnamum e criteria, & do not necessarily represent the final layout, 12. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where publication, sale or distribution of any pa t of these Plans without the prior 9. kitchen equipment sizes w/homeowner before ordering cabinets. Mortar shall be freshlyprepared and uniformly mixed. All mortar joints shall be p P Y J arrangement, size, brand name, capacity or other characteristic of the engineered BATH ACCESSORIES I written consent of Sherrod Drawings. rep,�esents g a violation of Federal Laws 3. All cabinet dimensions shown on floor plans or elevations are to primary surface completely filled as the masonry units are laid. Maximum allowable joint system. ''ystem shall be designed in accordance with all applicable codes, subject to the prescribed penalties. of cabinet. Countertops typically overhang these dimensions & kickspaces 10. spacing for CMU shall be 5/8" Grout shall be freshly mixed of fluid consistent and uniforml mixed. Fill cells Y Y standards& shown o:z requirements of local utility officials. Deviations from the concepts these Drawings should be supported b design c g pp y g calculations. Design 1. Bath accessories are generally not shown anywhere on plans, but should be 2. All work is to be in accordance with th Local Ordinances: Atlantic Beach, Fl latest codes: underhang them. 4. Provide pre -finished closures, trim or moldings as required to fit walls or furrings. of masonry in vertical reinforcing in lifts as per engineering. p engineer) shall prepare calculations for loading & equipment sizin , accessory g ry installed as noted below. Homeowner shall select and install accessories. Building Code: 2017 Florida Building Cod ( Residential 6th edition 11. 5. Builder shall provide adequate wood blockingan walls to secure millwork, Verify masonry wall reinforcement & turn up equal quantity & sizes of rebar out arrangement, etc., and shall prepare final drawings accordingly. 2. Install toilet paper holder 24" OC AFF & minimum 36" OC from wall behind 2017 Florida Mechanical Code Residential shelves, fixtures, mirrors, grab bars & toilet accessories as required to walls. of footing at locations for wall reinforcement so that reinforcement is continuous 4. Install GFCI outlets as required by applicable codes. These areas include toilet (1 per toilet). I_ 2017 Florida Plumbing Code Residential I l _ . from wall into footing. receptacles p in a bathroom, kitchenette, or other area where running water as g 3. „ Install 18 towel bar in tub on wall opposite shower 60" OC AFF 1 per pp @ ( Electrical Code: 2018 National Electrical L de 6. See Finish Schedule for wall, base, floor &other finishes. 12. Exposed CMU joints shall be struck flush &.sponged smooth. present or areas exposed to the weather. bathtub). 3. It is the builder's responsibility to assure th t all manufactured articles, material, 7. All materials shall be moisture -resistant in countertops w/sinks, lavatories or 13 Maximum CMU Joint 5/8 5. Install hardwired combined carbon dioxide and smoke detectors with battery 4. Install 24" towel bar outside tub or shower 48" @ OC AFF (1 per tub orpp and equipment area lied in stalled, c nnected, erected, used, cleaned, other plumbing. Plywood to be covered w/plastic laminate shall be backup on all floors. Interconnect detectors so that all will sound should one shower). adjusted, operated and conditioned as dim cted b the manufacturers unless Y cabinet -grade AA fir plywood. All totally concealed wood framing shall be #2 southern yellow pine. WALL FRAMING detector w/homeowner activate. Verify number of smoke detectors required & locations &code requirements. Detectors shall be installed in all sleeping 5. Job site built recessed shower niche tiles shall slope slightly for drainage. herein specified to the contrary. Builders all follow all instructions to sustain 8. Sections and details shown may not cover all cabinet conditions, but are areas just outside bedrooms as a minimum. 6. Provide blockin in walls for all bath accessories. j g and preserve all expressed or implied warran ies and guarantees. intended instead to indicate the general design and character of the cabinets. In 1. All structural members shall be sized to carry all imposed loads by structural 6 Some equipment shown on other plans may require electrical service, such as 4. It is the builder's responsibility to check all l lam dimensions & details for overall cases where no detail is shown, use most similar condition detailed and modify engineer. water heaters; `condensing units, air -handling units, condensate pumps, etc. LIGHTING accuracy appropriate to the site, & final selec ion of masonry, floor joists, lumber, for cabinet elevation shown. 2. Wall framing & bloc'x-fig shall be white pine, spruce, or fir, stud grade or better. Electrician shall include electrical service to all such equipment. Coordinate with I structural members, veneer, roofing, etc. ames of materials & manufacturers 3. All framing &blocking lumber shall be kiln -dried to a moisture content of 19% other tra les concerningitems requiring electrical service. Coordinate service & q g I. I ' Light fixtures shall be located as close as possible to locations shown on shown on these Plans do not represent any ndorsement or recommendation by or better. ampacity, required. Provide one duplex outlet & one light if unit is in non -lit plan. Sherrod Drawings. 4. All wood in contact w/concrete, earth, masonry, or in a moist location shall be area for every condensing unit &every air -handling unit as required by I Fixtures shall align with or center on each other or with adjacent architectural J 5. Final selections of materials to be used are he responsibility of the homeowner pressure -preservative -treated with a water -borne preservative applied by vacuum applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to p E elements. Coordinate locations of light fixtures with HVAC grilles so that they and/or builder, including, but g, not hmite to proper installation of materials, in closed cylinder & shall be kiln -dried after treating. weather. align with or are at least symmetrical with each other where there may be nailing, gluing, caulking, insulating, flashin r, roofing, weatherproofing &manYprocess 5. Wood blocking shall be solid & shall match the depth of the primary framing 7. Obtain name of proper plate rating of all equipment before roughing in & provide wiring size, voltage & ampacity. Provide fused or non-fused disconnect conflicts. Grilles & registers shall be blocked as required so that they agn with light fixtures. Light fixture & switch locations shall be reviewed & approved by other small items &details not necessaril3l Sherrod indicated on the Plans over which members. Provide-blocking in wall to secure mounted millwork shelves, fixtures, mirrors, toilet accessories &other items requiring a permanent 8. switch as Provide panelboards required. of proper voltage &ampacity for all electrical circuits. More Owner or Interior Designer before installation of Sheetrock or other wall & finishes. j 6. Drawings. no control or re gs Spon These plans provide ideas &conte is & a p bility. not intended to be complete ete in all p attachment to the wall. than one panel may be required due to number of circuits required. Provide a 2. ceiling 1 Center items shown in ceiling areas unless noted otherwise. respects &details of weatherproofing. Us ' of a potential vane of wind p ry ow or 6. Interior walls shall be 2x4 studs (3 1/2" thick) & exterior walls shall be 2x6 studs minimu a'of 8 spare circuits. 3. Coffer dimensions are shown to face of framing unless noted otherwise. door brands &types &use of different aterials &thicknesses can change g (5 1/2 thick) unless noted otherwise. Exterior walls of garages &other 9• Verify service requirements with local power company including transformer 4 Switches shall be located adjacent to but not intersecting door casing or trim. details. Additionally, varying codes & reg , lations, foundation requirements & 7. unheated areas shall be 2x4 studs unless noted otherwise; see drawings. Headers shall be sized by structural engineer to meet all local live & dead load locations other details & types, disconnects at exterior of building, voltages, ampacities & of electrical construction. Size all feeders according to NEC Verify trim size & selection for each room. Grouped switches shll be ganged n 7. electrical & mechanical plans can also chang It is the builder's responsibility to assure th details. all work is in strict accordance with requirements. Install minimum 3 studs @ beam bearing points unless noted 10. requirements. Run all cable concealed in walls, ceilings or floors unless noted otherwise. tight together &shall be covered with a single plate designed for that purpose. Switches shall typically be mounted 44" AFF to center of switch. the latest edition of all applicable pp National, the builder's responsibility to assure that all tate, and Local Building Codes. It is ork is in strict 8. otherwise. Exterior structural hardware/connectors- shall be galvanized, see engineering for 11. Support ,all fixtures & other items rigidly from structure of building. 5. Support all fixtures rigidly from structure of building. accordance with the latest edition of all applicable Construction , tandards. project specific connectors & fasteners 12. GFCI receptacles may be laid out so that one GFCI receptacle protects other P Y p p 6. Verify device & late colors with Owner or Interior Designer. �' p gn 8. Names of materials &manufacturers shown on these Plans do not represent any standard receptacles beyond it if there is at least one GFCI receptacle in a room 7. All fluorescent lamps shall be warm white deluxe. endorsement or recommendation by Sh(rrod Drawings. Final selections of and if they can all be on the same circuit. 8. All light fixtures & bulbs shall be LED, Owner to select. materials to be used are the responsibility of the homeowner and/or builder, FINISHES 13. 14. Insulate & Kitchen seal solidly behind receptacles in exterior walls. equipment service may not be shown on plan. Verify whether including, but not limited to proper insta lation of materials, nailing, gluing, equipment should be hardwired or requires an outlet & connect as required. CEILING, ATTIC & ROOF FRAMING caulking, insulating, flashing, roofing, w atherproofing &many other small 1. Wallboard & ceiling board shall be screw -attached 1/2" drywall. Provide circuits sized as required for load. items & details not necessarily indicated o the Plans over which has no control 2. Wallboard @tile shall be equal to Georgia-Pacific Dens -Shield file backer board. 1. All structural members shall be sized to carry all imposed loads by a structural or responsibility. Sherrod Drawings sha' not be held liable for any errors, 3. Wallboard @damp areas shall be equal to screw -attached 1/2" moisture resistant AUXILIARY SYSTEMS engineer or other individual acceptable to state &local authorities. omissions, or deficiencies in any form by a yparty whatsoever for these various gypsum board @ all areas exposed to high humidity levels such as bathrooms. Ceiling & roof framin &blockin shall be #2 KD fl, -11 details. 4. Sheetrock accessories shall be equal to USG. All exposed corners and gypsum 2. g g sou ern ye ow pine. All framing & blocking lumber shall be kiln -dried to a moisture content of 19% 0 board edges shall have appropriate metal accessories. Sheetrock joint treatment 1. No alarm systems are shown. Verify alarm requirements with homeowner & or better. materials shall conform to ASTM c476-64. Tape all joints & apply -3 coats of install as required. 3. All in contact w/concrete, earth, masonry, or in a moist location shall be joint compound. Sand between coats and after the final finish coat. 2. Telephe!lne outlets may not be shown. Verify telephone requirements with pressure -preservative -treated with awater-borne preservative applied by vacuum 5. Tile showers shall be constructed to at least the following minimum standard: homeowner &install as required. process in closed cylinder & shall be kiln -dried after treating. Wall tile shall be installed over Georgia-Pacific Dens -Shield tile backer board or 3. Computer outlets may not be shown. Verify computer network requirements 4. Wood blocking shall be solid & shall match the depth of the primary framing equal and shall be installed to an elevation of 72" or higher as required to with homeowner & install as required. members. produce full (uncut) tile throughout the height of the wall. The floor shall be 4• prepared by to slope to drain over a waterproof membrane. Floor Cable T'V homeowner outlets may not be shown. Verify cable TV requirements with 5. & install as required. Roof trusses shall be designed, fabricated & erected in accordance w/the grouting tile -m C o U "Design Specification for Light Metal Plate ConnectionRoof Trusses" of the shall be laid according to Owner or Architect. Small bullnose trim shall be used 6. Truss Plate Institute. Truss manufacturer shall provide engineering design & at all edges. o - : cn ; 0 m shop drawings which bear the seal of a registered engineer in the state in which b. Remove all rust, grease & installation marks from surfaces to be painted. Fill and work is to be performed. Shop drawings shall indicate the species, sizes & stress sand all woodwork with an appropriate filler before beginning work. Filler coats grades of lumber, metal connector plate sizes & types & bearing & anchorage shall be applied after the priming coats are dry on surfaces scheduled for painting details. Truss manufacturer shall submit supporting design documents which or enameling. Filler shall be tinted to match woodwork on all stained or indicate loading, section modulus, assumed allowable stress, stress diagrams, natural -finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked 1 calculations &any other required supporting information, which is for file before paint is applied. All finished surfaces shall be left smooth, even & free purposes only as the Architect shall not be responsible for checking calculations. from defects. Brushwork shall show even coatings free from brushmarks. Do not 7. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. roll -apply any paint on trimwork or other wood. Trim shall be brush -applied 8. Roof sheathing shall be 5/8" Exposure plywood and nailed as per engineering. only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. OSB is NOT allowed. Coverage shall be complete so that no primer or substrate may be seen through 9. I Hold roof deck panels apart as recommended by decking manufacturer. the finish coat(s). 10. Hold roof deck panels away from items penetrating roof deck as recommended by roof deck manufacturer to allow for expansion & contraction of roof deck. 11. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. 12. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where ceiling joists run perpendicular to rafters. @ I ,: CA ll Darla:_ ct I J LL U DO U s= ccs � Q 70 M� M LO ;I Ul A0.1 0 0 0) Q) U c U � cr o o U @ -m C o U oC: Z3 M 'e M 0 U o - : cn ; 0 m m ct I J LL U DO U s= ccs � Q 70 M� M LO ;I Ul A0.1 0 M A P S H O W I N G S U R V E Y O F LOT 3, BLOCK 204, ATLANTIC BEACH SECTION H, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 18 PAGE �4, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: COLLIN JAMES HAYES AND LEXI CARTER PETERSON MOTTO MORTGAGE CHICAGO TITLE INSURANCE COMPANY DUANE C. ROMANELLO, P.A. WEST 14th STREET (50.0 FOOT RIGHT OF WAY) BENCHMARK ❑ CONCRETE MONUMENT SET NAIL & DISK ELEV(5.37) OR ROD ECK LAND SURVEYORS, INC. NAVD (88) ELECTRIC 1660 EMERSON STREET RECORDS SINCE 1881 O/T OVERHEAD TELEPHONE JACKSONVILLE, FLORIDA 32207 (904) 396-6334 FAX (904) 396-9997 X CROSS -CUT IN CONCRETE email: eckjax®aol.com X—X FENCE GENERAL NOTES: LB 7992 1.) This is a: Boundary and &6LA— As best determined from an inspection of Flood Insurance Rate Topographical Survey. Map: 120075 0408 J Har o were , r. P.L.S.N 2 2. No abstract of Title furnished. LOUIS J. EVER_ P.L.S. NO. 4099 dated 11/2/18, the lands/house 3. Not abstracted for easements. Professional Surveyors and Mappers surveyed lie in Zones "X°' (shaded) 4. Basis of Bearings: N/A. State of Florida and AE" (Eley 6'). 11 Not valid unless Surveyors Official Seal is embossed hereon. SCALE: 1"=20' DATE: 4/16/19 FIELD BOOK 752 PAGE 34 DRAFTSMAN: J A B ORDER # 19-127-8 QP� OF L 0 T 2 I0 -- C / WOOD WOOD POWER CL FD. 1/2" REBAR x 102.12' (FIELD) FD. 1/2" IRON POLE H (N0 LD.) o 1 ®2.®� (PIAT) (6 5) � (W/CAP) _ x I SANITARY y 0.5' (7.3 x —N 6.7 OiN x \� (6.1) 6' WOOD FENCE x N [ 6•� O GUY MANHOLE x _ `� '421.0' WIRE L 60.0' y�6 �� �6. I CL D J BRICK F.F.E. PAVERS III O 0 ry0 o x z �• 04, (8.53) �6 11vr. I /�' 1 -STORY FRAME 3 oo z 7.0' o°o No. 1202 0D C) -i N 0 I 1I°J 3.1' o BENCHMARK SET NAIL & D ISKO / ^ � o 1 ELEV(6.07) o (6.24) C _ j v y NAVD (88) 2 44.8' C 25.0, m [ (6.1) . O 4.5' 8g, 2. /IyOi�R 5.8 / J O v (� P,. o (5.8) X O N ?�, SSJ O 0.6' 6• 6' WOOD FENCE A0, O _� I IRON FD. 5/8" rn 6.2) -, FD. 1 /2" REBAR TJ (NO I.D.) ^ 102.0' (PLAT) (W/CAP) STORM o ! INLET c> _ r 102.23' (FIELD)® MO .W O -H L 0 T 4 < n I K - :a z - I u :0 a I BENCHMARK ❑ CONCRETE MONUMENT SET NAIL & DISK ELEV(5.37) OR ROD ECK LAND SURVEYORS, INC. NAVD (88) LE13END: ❑ CONCRETE MONUMENT 0 IRON P11:1E OR ROD ECK LAND SURVEYORS, INC. 0/E OVERHFaD ELECTRIC 1660 EMERSON STREET RECORDS SINCE 1881 O/T OVERHEAD TELEPHONE JACKSONVILLE, FLORIDA 32207 (904) 396-6334 FAX (904) 396-9997 X CROSS -CUT IN CONCRETE email: eckjax®aol.com X—X FENCE GENERAL NOTES: LB 7992 1.) This is a: Boundary and &6LA— As best determined from an inspection of Flood Insurance Rate Topographical Survey. Map: 120075 0408 J Har o were , r. P.L.S.N 2 2. No abstract of Title furnished. LOUIS J. EVER_ P.L.S. NO. 4099 dated 11/2/18, the lands/house 3. Not abstracted for easements. Professional Surveyors and Mappers surveyed lie in Zones "X°' (shaded) 4. Basis of Bearings: N/A. State of Florida and AE" (Eley 6'). 11 Not valid unless Surveyors Official Seal is embossed hereon. SCALE: 1"=20' DATE: 4/16/19 FIELD BOOK 752 PAGE 34 DRAFTSMAN: J A B ORDER # 19-127-8 Revision Request/Correction to Comments **ALL INFORMATION el..,,,ri„,, HIGHLIGHTED IN ic\ City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 `cam>� Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: We-6'19-0054 Pi Revision to Issued Permit OR Corrections to Comments C Date: ,NOIR /i/h�C ,(51C �1 �I � ) /� � / Project Address: 7 6 )� 4di iazZ v / � 3 Contractor/Contact Name: .ei7,e0 Lac% 2�XJ�1�k. 7 � _U Contact Phone: (qo p?.w-09YI f Email: )4a,(0)vgL%e•OG,e-Le, k1e tI'.....y Description of Proposed Revisio• Corrections: e ��f4 Nov 1 1 201q .y City • 2L 1 ijlaz i I kiia6(' affirm the revision/correction to comments is inclusive of the proposed changes. (printe name) • W. proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) / • Wi proposed revision/corrections add additional increase in building : - . original submittal? No ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: / (Office Use Only) 1 1 Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D e$ S�•d C) �_ - Revision/Plan Review Comments C0/1 IOC i iv pic..14. - v p 301.3 CG1)•( Q-e u'i S d.)n Er Pcy' -fie . Department Review Required: Building 7 /71)).- Hing&Zoning Reviewed By Tree Administrator Public Works / Public Utilities / — / 9 -t 9 Public Safety Date Fire Services Updated 10/17/18 GENERAL NOTES ALL -THREAD NOTES EPDXY NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER APA AND ASCE?-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN O C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE D. PLACE ALL OTHER RODS. ❑ TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT Q 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH 16 12 UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEAR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF 16 DIAMETER OF THE STEEL MEMBER BEING INSTALLED. WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. STORY ELECTRICAL WORK. J 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO CONCRETE NOTES 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS Ccq LAITANCE, DUST, DIRT, AND OIL. cq U) O 6" - TYPICAL WALLS, MONOLITHIC FOOTING 16 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL 7" - EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE CONCRETE". 8" - MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 16 16 YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN THEIR RESPECTIVE DETAILS ON THIS SHEET. PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2" INCHES FOR FOUNDATIONS, AND Y4' FOR ALL SLABS AND SHALL c+> TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO CONFORM TO ASTM C33. 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANC-IOR BOLT LOCATIONS, U.N.O. DO THE WORK. TWO SHEATHING NOTES 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INST�LLED DUE TO FIELD LIMITATIONS, IT IS \< 4. 4" 3000PS1 CONCRETE SLAB WITH 6X6 WIA X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" FOR WALL SHEATHING: TERMITE TREATED SOIL. ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. 1. FOR STUCCO AND STONE: MIN 32" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED W VERTICALLY, OR MIN �'-�" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM 2. FOR ALL OTHER VENEER: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. OF THE ROD WITH A 3" SQ WASHER AND NUT. VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 16 1 16 16 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE 16 EDGES). REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE "DETAILS CONVENTIONAL FRAMING NOTES3. FOR CURVED WALLS: TWO (2) LAYERS OF 4" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON IN ACCORDANCE WITH ACI 315, AND DETAILING OF CONCRETE REINFORCEMENT". FO EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 0 FOR ROOF SHEATHING: o_ 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON "fHE PLANS. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS 1. FOR SHINGLE AND METAL ROOF: MIN 1s° OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED GREATER. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN co FIELD. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. 2. FOR TILE ROOF: MIN 32" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF D of w FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER CONDITIONS, BLOCK PANELS AT 12" O.C. 10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 6• FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. FOR FLOOR DECKING: 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH 1. MIN 4" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT (4) 16d NAILS. FRAMING_ FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. THE ENGINEER OF RECORD. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1-1/2" NAILS. MINIMUM J" THICKNESS. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. 9 FASTEN RIDGE/VALLEY BEAM TO WALL WITH ( 1) ( MSIFA24 WITH 11) 10d NAILS IN VALLEY BEAM, FOR PORCH CEILING SHEATHING: (11) INTO STUD BELOW. 1. MIN $" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. 13. WHERELLED. THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. FRAMING NOTES MASONRY NOTES 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, INTERSECTION OF SLEEPER AND EXISTING FRAMING. 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR DOUBLE 2X12 CEILING JOIST FOR RIDGE MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. BEAM SUPPORT, UNO. 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED ROOF RAFTER STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 3 SHALL 5RM TO ASTM OPORTLAND RIDGE BEAM CONFORM O ASTM C1MORTAR 0 TYPE I. LIME SHALL CONFORM O ASTM C207. ALL MASONRY CEMENT 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %". FULL BEAD AND HEAD JOINTS SHALL BE USED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. - - - - - - - - - - - - CEILING JOIST 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. - MAXiIMUM AGGREGATE SIZE SHALL BE %" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE - - - - - COLLAR TIE WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS ( 2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RIDGE TO LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON • COLUMN WITH (2) 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN REINFORCING IN CELLS. STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH (2) 18 GA SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: LOAD TABLE CONSTRUCTIONFORCESOCCUREURRINGDURING CONSTRUCTION. THE BRACING SHALL REMAIN IN COMPONENT AND CLADDING PLACE UNTIL STRUC 8d = 0.131" x 2-1/2" 10d = 0.148" x 3" ROOF: DESIGN PRESSURES 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND 12d = 0.148" x 3-1/4" LIVE LOAD: 20 0 PSF SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM 16d = 0.162" x 3-1/2" DEAD LOAD: 7.0 PSF 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE CEILING: FOOTING DETAILS SHEET. LIVE LOAD: 0.0 PSF LIVE LOAD -STORAGE: 30.0 PSF 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. DEAD LOAD: 5.0 PSF EXTERIOR WALL STUD SPACING END ZONES, PSF BRITTLE FINISH FLEXIBLE FINISH 24.4 WALL HEIGHT (L/360) WALL HEIGHT (L/120) BEARING CONDITION STUD SIZE AND GRADE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT 100-200 2X4 SPF STUD 16 12�- -22.9 [L LL 16 16 � O O ONE C6 F- ❑ Q �- Q i Q W CO U F= Z F_ Q 2X4 NO.2 SPF 16 12 ❑ �� 16 16 16 12 STORY U N J � Q 0 iM Ccq o N cq U) O 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 16 2X4 SPF STUD 16 12�� c+> �;: 16 12 o TWO 2X4 NO.2 SPF 16 12 \< 16 16 12 0 � STORY W O '• • . O 1 •.� ���: o d O 2X6 SPF STUD GRD OR NO.2 16 1 16 1 16 16 16 1 16 1 16 16 16 16 0 NOTES 1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER WITH 12d COMMONS AT 8" O.C. 2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. FLOOR. LIVE LOAD: 40.0 PSF DEAD LOAD: 10.0 PSF DECK LIVE LOAD: 50.0 PSF EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 -32.0 24.4 -26.6 20-50 22.9 -28.8 22.9 -25.3 50-100 21.6 -27.2 21.6 -24.0 100-200 20.8 -24.4 20.8 -22.9 A82, SPACED AT 16" O.C. VERTICAL MAX. 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 10. CASfCRETE PRECAST LINTELS TO BE USED OVERALL OPENINGS, UNO. SEE PLAN FOR SIZE AND WIND LOADS: REINFORCEMENT. WIND SPEED: 130 MPH EXPOSURE: C IMPORTANCE: 1.0 BUILDING CATEGORY: II ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: 0.18 ROOF PITCH: 8:12 r ull �s SHEET INDEX S0.01 COVER PAGE/GENERAL NOTES S1.01 FOUNDATION PLAN AND DETAILS S2.01 FRAMING PLAN AND DETAILS OFFICE COPY REVISION BP# l /quo 3 DATE__�l SIGNED REVIEWED FOR CODE COMPLIANT CITY OF ATLANTIC BEACH SEE PERMITS FOR ASSITIONAL REQUIREMENTS AND CONDITIONS REVIEWED my.. DATE: motif 1 4 2019 ^� } :t./ -�, m U) 00 N m cep rn rn rn rn co o N ww CO CD o > Y > j O N o p w co U [L LL o w � O O C6 F- ❑ Q �- Q zz Q W CO U F= Z F_ Q W � ❑ 0 J �LL c z � U N J � Q 0 iM Ccq o N cq U) O o Y N O C) co m z ```11►iiirrrr WAYN w c+> Lu o Z O 0 � p W O '• • . O 1 •.� ���: o d O ��� ¢ U w 0 p FO Z w 0 w 0 w o_ ❑ co D of w w U) 00 N m cep rn rn rn rn o N v- CO CD c > Y > O 3:N O N Q p co U [L LL F_ w o O O O F- O Q z 0LL J m 0 U Q Q Z Un Q W CO U F= Z F_ Q W � ❑ 0 J �LL c z U N � Q 0 iM Ccq o N cq U) O o Y N O C) co m z ```11►iiirrrr WAYN N c+> Lu ��� ,.•'• I FI U) 00 N m cep rn 0� U) N o N 0 a)( c > Y > O 3:N Q U Q p z U [L LL F_ Ill a) z o LL O Q z 0LL J m 0 U W z m W z Q Z Un Q W CO U F= Z F_ Q W M 0 J �LL c m U N U) '�. W W C� p ^� Z W (� W Oz U run V U c 00 N m cep rn 0� U) N o N n0 a)( c > Y > O 3:N ❑ U Q p U) '�. W W C� p ^� Z W (� W Oz U run V U c 00 N m cep - 0� U) N d U U [L LL a) U M a� J �LL c U) z U N � Q � i4 m o iM Ccq o N cq U) O o Y N O C) co m ```11►iiirrrr WAYN ��� ,.•'• I FI T F O '• • . O 1 •.� ���: cam.. / r 1 P1 j61�f 1 1 0 ��� Sheet No. S0.01 BALLOON FRAME WALLS UP TO ROOF RAFTERS WITH 2X6 NO.2 SYP AT DB—\ (2) 2X10 2:2 (2) 2 6 2:1 (2) 2X6 2:1 _ ! C (2) 2X6 2:1 BALLOON FRAME WALL UP TO ROOF RAFTERS.► BALLOON FRAME WALLS UP TO ROOF RAFTERS. (2) 16" LVL (2) 16" LVL (3) 16" LVL B 12" CMU COLUMNS WITH (2) #5 BARS AND 3000 PSI CONCRETE, TYP 3. B f`:�FRAMING PLAN 7/16" OSB ROOF DECK. A SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. PORCH BEAM. SEE PLAN. 2 �01 G 2'-0" RAFTER EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER;, CRIPPLES, KINGS OR TOP PLATE. 2 TYPICAL HEADER FRAMING DETAIL 3/4" = 1'-0" 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X FLATWISE OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. (2) 2X4 NO. 2x4 PLATE. SEE WALL SECTIONS. 6 pUTLOOKER DETAIL 3/4 - 1 -0 2'-0" RAFTER SPACING, MAX. SEE PLAN 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X FLATWISE OUTLOOKERS AT 24" O.C. FASTEN TO RAFTERS WITH (3) 10d TOE -NAILS. NOTCHI RAFTER FOR OUTLOOKER. CUT FOR TIGHT FIT. PLAN. FASTEN BEAM WITH (2) MSTAM24, (5) TITENS INTO CMU, (9) 5 INTO LVL. SYP TOP PLATE. FASTEN ► BEAM WITH (2) 1/2"X8" BOLTS WITH. ASONRY COLUMN WITH ZS AND 3000 PSI FE. 'ICAL REINFORCEMENT SEE DETAIL 2/S1.01 FOR FOOTING. 7 RAFTER TO BEAM OUTLOOKER DETAIL 12° CMU SECTION 3/4"=11-011 3/4" = 1'-0" 3/4" = V-0" C SDS SCREWS AT 12" O.C. STAGGERED. MINIMUM EDGE DISTANCE = 2" MINIMUM END DISTANCE = 2" SCREW LENGTH PER TABLE: 2 -PLY: SDS25312 3 -PLY: SDS25500 4 -PLY: SDS25600 SCREWS STAGGERED EACH FACE. LVUBEAM. SEE PLAN FOR SPECIFICATIONS. 4 MULTI -PLY FASTENING 1/2 V-0" 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. (2) 2X6 NO. 2x4 PLATE. SEE WALL SECTIONS. SEE STUD TABLE FOR SIZE AND SPACING. 2X6 MIN. CEILING JOISTS. INSTALL PER TABLES 2X6 LEDGER. ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES ON THIS SHEET FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT WALL SHEATHING PER SHEATHING NOTES. 2x6 NO. 2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS AT EACH SIDE OF 30TTOM PLATE SPLICES. iEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. TYPICAL STEMWALL DETAIL 3/4" = V-0" FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2),2x6.2:1 NUMBER OF CRIPPLE STUDS I� SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. SW -#IS# SHEARWALL LOCATION I SEE DETAILS FOR FASTENERS SHEET NUMBER DETAIL NUMBER SHEAR WALL DESIGNATION PORCH/GLULAM BEAM O 1 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. GABLE BRACING LOCATION. ABBREVIATIONS: ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH SDWC15600 SCREWS. LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBER. MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. UNO UNLESS NOTED OTHERWISE. CANT CANTILEVER VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. O12"x12" CMU COLUMN FILLED WITH (2) #5 BARS AND 3000 PSI CONCRETE UNDER BEAM BEARING. FASTEN BEAM TO POST WITH (2) MSTAM24, (5) q' TITENS INTO CMU, (9) 10d NAILS INTO LVL. 2x6 NO.2 SYP LEDGER (D0 FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD SCREWS AT 16" O.C. 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