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2231 W Oceanwalk Dr RESO19-0010 Enclosure/DeckN 0 �n co 77M rn 0 N N . H* 1 REAR ELEVATION _ A301 1/4" = 1'-0" NEW ROOF PEAK _ EXISTING RG3vr Pr-h8�� 31' - 2 3/8" ELEVATION LEGEND NUMBER DESCRIPTION 01 SCREEN MESH 02 SYNTHETIC STUCCO I REVISIONS DRAWING PHASE ISSUE DATE op'. s/c ,•....•... tib. ; ..' S ���� s V '• M C CA RT H Y RESIDENCE A301 - ❑PRELIMINARYEl BID ■PERMIT 19.03.04 � G O OCEANWALK DRIVE WEST El CONSTRUCTION -�� oF- ATLANTIC BEACH FLORIDA •.I DRI A ��"3Ntl.°�� 17.0127 BUILDING CODE SUMMARY GENERAL NOTES SYMBOL LEGEND LOCATION MAP DRAWING INDEX THE 2017 FLORIDA BUILDING CODE, RESIDENTIAL: GENERAL CONSTRUCTION NOTES: ROOM NUMBER IDENTIFICATION ROOM:s TYPE VB UN -PROTECTED 1. IT IS INTENDED THAT THESE DRAWINGS ARE PREPARED FOR BUILDINGS THAT WILL 100 z r- N M OCCUPANCY CLASS -GROUP R-3 CONFORM TO THE 2014 FLORIDA BUILDING CODE RESIDENTIAL. DOOR NUMBER IDENTIFICATION 100 � �?��'� " O O _ 2. THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEIGHT PER LOCAL ZONING SHEET _O R311.3 LANDINGS AT DOORS ORDINANCES AND PER THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL, AREAS NO. > > w Lu THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR. FOLLOWS: WINDOW NUMBER IDENTIFICATION �q m SHEET NAME w Lu EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS IS LOCATED THE A. MAX. NO. OF STORIES = (3) A204 FIRST FLOOR CEILING PL EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A LANDING IS NOT B. -MAX. HEIGHT = 35' FROM GRADE AN REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. 3. THE BUILDING CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TO THE CODE CEILING HEIGHT IDENTIFICATION MATERIAL A302 LEFT AND RIGHT SIDE ELEVATION THE FLOOR OR LANDING AT THE EXIT DOOR REQUIRED BY SECTION R311.3 SHALL NOT REGUARDLESS OF ANY MISSING OR INCOMPLETE DETAILS OR NOTES. X' -X" AFF BE MORE THAN 1.5 INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. 4. THE BUILDING CONTRACTOR AND HIS SUBCONTRACTORS SHALL CONFORM TO ANY 001 INDEX THE FLOOR OR LANDING AT EXTERIOR DOORS OTHER THAN THE EXIT DOOR REQUIRED BY LOCAL ORDINANCES AND SHALL VERIFY ALL DIMENSIONS, MATERIALS, AND WALL TYPE IDENTIFICATION x SECTION R311.2 SHALL NOT BE REQUIRED TO COMPLY WITH THIS REQUIREMENT BUT SHALL CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO HAVE A RISE NO GREATER THAN THAT PERMITTED IN SECTION R311.3.2. PROCEEDING WITH HIS WORK. A101 SITE PLAN 5. VERIFY ALL FIELD CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES X THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING BEFORE PROCEEDING WITH WORK. 14!1201 FIRST FLOOR PLAN SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF MAINTAIN A CURRENT AND COMPLETE SET OF CONTRACT DOCUMENTS AT THE JOB INTERIOR ELEVATION IDENTIFICATION - A202 ROOF PLAN TRAVEL. 6. SITE. X 7. THE ELECTRICAL FLOOR PLAN IS INTENDED TO ONLY SUGGEST LOCATIONS FOR A203 FOUNDATION PLAN R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOOR FIXTURES, OUTLETS, AND SWITCHES. ELECTRICAL, MECHANICAL, PLUMBING, AND o A301 REAR ELEVATIONS EXCEPTION: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 7-3/4 OTHER BUILDING SYSTEMS, IF ANY, ARE TO BE DESIGNED, ENGINEERED AND ARE THE INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR DOES NOT SWING OVER SOLE RESPONSIBILITY OF OTHERS. EXTERIOR ELEVATION IDENTIFICATION X THE LANDING OR FLOOR. 8. ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES SHALL HAVE A NON -SLIP FINISH TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6. X.XX 9. ERECT AND MAINTAIN, AS REQUIRED BY EXISTING FIELD CONDITIONS, THROUGHOUT THE ENTIRE PORTION OF THE WORK, ALL SAFEGUARDS AND BARRICADES FOR SAFETY INCLUDING POSTING WARNING SIGNS, ENFORCING SAFETY REGULATIONS ,AND PROTECTION of PROPERTY. WALL SECTION IDENTIFICATION x 10. CHECK ALL CEILING HEIGHTS AND POSSIBLE CEILING PLENUM CONDITIONS FOR CLEARANCE OF DUCT -WORK AND ALL OTHER CONSTRAINTS TO ASSURE THE XXX LOCATION OF THE LIGHT FIXTURES AS SHOWN ON THE LIGHTING PLAN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN ' WRITING BEFORE PROCEEDING WITH THE WORK.,; 11. CONTRACTOR TO POST AND MAINTAIN SIGNAGE FORBIDDING THE USE OF NICOTINE TYPICAL DETAIL DESIGNATION PRODUCTS THROUGOUT ALL PHASES OF CONSTRUCTION. NICOTINE PRODUCTS ARE NOT TO BE ALLOWED WITHIN THE PERIMETER OF THE BUILDING FOOTPRINT. DETAIL NUMBER ° DRAWING NOTES: X X. SHEET WHERE 1. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION DETAIL IS SHOWN 2. ALL EXTERIOR WALLS ARE 2x6. 3. ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED. " 4. ALL WALL THICKNESSES ARE ACTUAL 2x4 = 3-1/2", 2x6 = 5-1/2", 2x8 = 7-1/4", ETC. 5. THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY 6. OTHERS. 7. ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM (TOP OF) HOUSE SLAB/BLOCK. 8. ALL ANGLES ARE 45° UNLESS OTHERWISE NOTED. 9. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 10.ALL DIMENSIONS ARE TO FACE OF BLOCK OR STUD WALL. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE PRESSURE 11. TREATED APPROPRIATELY FOR THE CONDITION. LE 12.H = HAZARDOUS GLASS LOCATIONS. 13.VERIFY THE KITCHEN AND VANITY LAYOUTS WITH THE DETAILS DONE BY OTHERS. ' CEILING HEIGHTS ARE DIMENSIONED IN RELATIONSHIP TO THE FINISHED FLOOR AND/OR DECK. PROJECT LOCATION ATTACHMENTS NOT INCLUDED: 1. LEGAL SURVEY 2. TRUSS ENGINEERING 3. FLORIDA ENERGY SHEETS REVISIONS NOR DES/G •. .J a. DRAWING PHASE ISSUE DATE �,�; ❑PRELIMINARY - ovAs ' S ���.� M CCARTHY RESIDENCE El BID - .41 o `_ `'' 0 PERMIT �- OCEA NWALK DRIVE WEST 001 C) ® 19.03.04 A . _ _ El CONSTRUCTION - N . TAT ;, = ATLANTIC BEACH FLORIDA M Abd 17.0127 71 rn T rn 0 N M •1[t 1 ROOF PLAN A2o2 1/411 = 1'-0" REVISIONS DRAWING PHASE ISSUE DATE ❑ PRELIMINARY - ❑BID N PERMIT 19.03.04 ❑ CONSTRUCTION - C0MMUN?TYL0.�� E NT APPROVED s� 0\-1•.s MCCARTHY RESIDENCE V .• RFti '; o OCEANWALK DRIVE WEST ATLANTIC BEACH, FLORIDA v • FLO y�� Z�'yoad A202 17.0127 •1[t 2 ELECTRICAL PLAN A204 1/4" = 1'-0" EA 1 NG PLAN 204 1/4" = 1'-0" 4'-2" MEIN MIME I WE �10 "mi d Lu NO WORK IN THIS AREA �. — - — — — - -- --- — -- d w d W 0 ---___-------"-- I � I REVISIONS DRAWING PHASE ISSUE DATE ❑ PRELIMINARY ❑ BID - 0 PERMIT 19.03.04 ❑ CONSTRUCTION - �\ R D SSG � 0- J E b p ELECTRICAL LEGENCI 110 V. DUPLEX �GFI 1/2 SWITCH DUPLEX OUTLET 110 V. G.F.I. DUPLEX 0E.B. Z RECESS (EYEBALL) CEILING MTD. EXHAUST 9 w WEATHER PROOF 2. THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRI L PERMIT. FIXTURE, SWITCH AND RECEPTACLE LOCATIONS SHOWN MAY VA EXHAUST FAN WITH LIGHT 79220 220 V. OUTLET so MOKE H'FP 110 V. FLR. MTD. DUPLEX SWITCH AT 42" A.F.F. `r ELEPHONE ELEVISION JACK �3 3 -WAY SWITCH AT 42" A.F.F. PREDETERMINED LOCATION OF RECEPTACLES BY THE HERMOSTA �4 4 -WAY SWITCH AT 42" A.F.F. ® LECTRICAL PANEL D DIMMER SWITCH AT 42" LECTRICAL METER SURFACE MTD. CEILING C PENDANT LIGHT FIXTURE C� LOOD FC)- _4} WALL MTD. LIGHT AT 72" A.F.F. PULL CHAIN 0 0 0 0 USH OOR x ==x UNDER CABINET LITES OLLYWOOD PRE -WIRE AND BRACE FOR CEILING FAN 12"X48" FLUORESCENT FIXTURE 24"X48" FLUORESCENT FIXTURE FAN LIGHT PRE -WIRE AND BRACE FOR CEILING FAN W/ LIGHT ELECTRICAL NTHOODS, 1. LOCATE ALL ELECTRICAL OUTLETS, SWITCHES, DETECTORS, FANS, AND EXHAUST FANS PER ELECTRICAU BUILDIN 2. VERIFY WITH BUILDER ANY SPECIAL HOOK-UPSS, FIREPLACE FANS, LANDSCAPE LITES, SPRINKLER SYSTEM, SECURERCOM SYSTEM, VACUUM SYSTEM, SWIMMING POOL, PUMPS, ET3. INSTALL WATER/VAPOR PROOF FIXTURES IN SHER TUBS AS REQUIRED. GENERAL ELECTRICAL N ES 1. ELECTRICAL SERVICE IS LESS THAN 600 AMPS. CALCU TION TO BE PROVIDED BY ELECTRICIAN. 2. PROVIDE SMOKE DETECTORS PER NFPA72 A-81.2. CONTRACTOR ELECTRJORDE OTES 1. SPECIFICATIONS, PRICE SUMMARY AND CHANGSUPERSEDE THIS ELECTRICAL PLAN. 2. THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRI L PERMIT. FIXTURE, SWITCH AND RECEPTACLE LOCATIONS SHOWN MAY VA Y DUE TO FRAMING, MECHANICAL CONFLICTS, SITE CONDITIONS OR LOCAL ILDING CODE REQUIREMENTS. 3. THE PURCHASER WILL DO AN ELECTRICAL WALK THRO H WITH THE PROJECT MANAGER DURING CONSTRUCTION. THIS WALK THROU H WILL IDENTIFY THE PREDETERMINED LOCATION OF RECEPTACLES BY THE ECTRICIANS FOLLOWING LOCAL BUILDING CODES. AT THIS TIME, SEL CTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE PU CHASER AS TO THE PREFERRED LOCATIONS. LIGHTING FIXTURE SCHEDULE - FIXTURE FIXTURE TYPE A 6" CAN LIGHT - EXTERIOR E CEILING FAN F 4" CAN LIGHT MCCARTHY RESIDENCE OCEANWALK DRIVE WEST ATLANTIC BEACH, FLORIDA MOUNTING HEIGHT COUNT 8 2 1 A204 17.0127 MAP SHOWING SURVEY OF LOT 20, OCEAN WALK UNIT TWO, AS RECORDED IN PLAT BOOK 42, PAGES 13, 13A, 13B, 13C, AND 13D OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. / I I I 10 20 ' I i SCALE: 1" = 20' t t � i I I I I - I t I t LOT 19 X ' X \ i I l 1 3.2 r! 1.4 I I X6:0,. i� p R�e f a 23' (FIELD)j5 6 ; i i R e 4 No i t 1 10'xSEMENTA.. N$0'244i'"E �6 �i,r 7 x '16 �t I .1:.t P ti ,� 1 , 'S �y 1.5 i � I ,1, SANITARY MANHOLE 913-70 . X 6•g4 S• " i i cl t 0 I cs cl � Q � t 3� 0 A 11 Q 1- m 9 p3X1� ¢SE Y�CL I I I Qo,.i Oo ZII Z�(L U At.0 0 92�Z 1000. U WATER_ METER 9.� X 9.56 9.i SITE BENCHMARK- MAIL' SET MAG NAIL AND DISK. BOX ELEVA770N=9.21 (N.A.VD. 1988) THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONES "X (AREA OF MINIMAL FLOOD HAZARD) AND "X" (SHADED) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 120JlCO407,1, REVISED NOVEMBER 2, 2018 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED 8 FLE: 2019-688 =DRAVM CL 43j3'52"w 230.26 - ou RETAINin� N$4 43'52"E 83.38 ( LOT 21 I ^ i I i i � I i t � I I i � t i t I t I I I t ' I I I � I I O �I I WI $ I 1000. I i / l(c) I vJ I 1a, oo. 1 t NOTES. - 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 2. BEARINGS ARE BASED ON THE SOUTH LINE OF LOT 20, BEING SOUTH 84'53'42" WEST, AS PER PLAT.. J. BENCHMARK ELEVATION DETERMINED BY GPS OBSERVARON, USING SPECTRA EPOCH 50 L1/L2 EQUIPMENT RUNNING 7RIMBLE VRS SOFTWARE. SI7E BENCHMARK SHOWN HEREON. 4. NO BUILDING RES7RIC7ION LINES PER PLAT. �� IIS L � �� �� 2.^•'` MAY 15 2019 Iluildinq Dopartm ,�?v. THIS SURVEY WAS MADE FOR THE BENEFIT OF DENNIS M. AND KAREN L. MCCARTHY IMPERWOUS AREA REVOCABLE TRUST. TOTAL BUILDABLE LOT AREA=14623 SQ FT BUILDING AREA=3428 SQ FT CONCRETE=1182 SQ FT A/C PAD=11 SQ FT WOOD DECK AND S7EPS=769 SQ FT TOTAL IMPERVIOUS AREA=5390 SQ FT IMPERVIOUS PERCENTAGE=36.9% STEPHEN W. CREWS, P.S.M. BUILDABLE AREA IS FROM ROAD RIGHT OF WAY LINE TO EDGE OF FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996 WATER. FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 OATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE. MAY 13, 2019 SHEET1OF1 GENERAL NOTES ALL -THREAD NOTES EPDXY NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 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 130 MPH EDITION, ACI, NDS, APA AND ASCE7-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. C EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE 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. 12d = 0.148"x 3-1/4" WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 16d = 0.162" x 3-1/2" 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 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: ROOF PITCH: CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: u - HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) zm IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS a) m o COMMENCING CONSTRUCTION. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) N AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN U .J C. PLACE CORNER RODS UZ ACCORDANCE WITH APPLICABLE SAFETY LAWS. 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR D. PLACE ALL OTHER RODS. p U THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED Q U 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 70 = OTHERWISE ON THE PLANS. 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. O SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE: DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED Nar LESS THAN 3200 LBS. DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO ASSUMING 2500 PSF SOIL CAPACITY. 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL. 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 6" - TYPICAL WALLS, MONOLITHIC FOOTING THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 7" - EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8"- MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND THEIR RESPECTIVE DETAILS ON THIS SHEET. ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY DO THE WORK. INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL SHEATHING NOTES TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW FOR WALL SHEATHING: CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" RESPONSIBILITY OF THE CONTRACTOR. ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GFtOUP. 1. FOR STUCCO AND STONE: MIN 32" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED CONCRETE NOTES VERTICALLY, OR MIN" OSB OR PLYWOOD, SPAN RATING 32!16, INSTALLED HORIZONTALLY, TO 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. 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADIER AND FASTEN THE BOTTOM 2. FOR ALL OTHER VENEER: MIN -s" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST 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, EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL EDGES). 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONVENTIONAL FRAMING NOTES 3. FOR CURVED WALLS: TWO (2) LAYERS OF a' PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2' INCHES FOR EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR ROOF SHEATHING: 1. FOR SHINGLE AND METAL ROOF: MIN -s" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 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 VAPOR BARRIER AND TERMITE TREATED SOIL. FIELD. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. 2. FOR TILE ROOF: MIN 13�" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 5. FASTEN FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON 1-12.5A WITH (5) 8d NAILS INTO THE 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD FOOTING. CONDITIONS, BLOCK PANELS AT 12" O.C. 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL AND (5) 8d NAILS INTO THE SLEEPER. FOR FLOOR DECKING: CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 1. MIN 4" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR CONCRETE REINFORCEMENT". 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. 8. HIP RIDGE BEAMS TO HORIZONTAL 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., RIDGE BEAM WITH SIMPSON A3ri WITH (12) 8dX1-1/2" NAILS. MINIMUM 4" THICKNESS. AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11;1 10d NAILS IN VALLEY BEAM, FOR PORCH CEILING SHEATHING: 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", (11) INTO STUD BELOW. 1. MIN 8" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. WHICHEVER IS GREATER. 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. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". MASONRY NOTES 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; INTERSECTION OF SLEEPER AND EXISTING FRAMING. 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. 10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY SLEEPER REINFORCEMENT. 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 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, ROOF RAFTER INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. RIDGE BEAM CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %,,. FULL BEAD AND HEAD JOINTS SHALL BE USED. STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. - - - - - - OVER FRAME RAFTER 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. is OF GROUT SHALL BE 3000 PSI MIN. THE STEM WALL MUST BE FILLED. MAXIMUM AGGREGATE SIZE SHALL BE 3/8" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE - - - - - - - - - - - - CEILING JOIST. WITH ASTM C476 AND 0404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. FRAMING NOTES (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 LAP ON ALL 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER REINFORCING IN CELLS. CONSTRUCTION. • TO COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE/HEADER/DOUBLE 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. COLLAR TIES WITH 18 GA STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND NAILS IN TOP PLATE/HEADER. CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE PLACE UNTIL THE STRUCTURE IS COMPLETE. ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. LOAD TABLE. COMPONENT AND CLADDING HORIZNTAL JINT REINFOCING SHALL BE USED FOR ALL MASONRY CONSTRUCTIN. AND 7 SHHALLOCONSISTOOF 9 GAGE,,RGALVANIZED LADDER TYPE REINFORCING CONFORMING TOO ASTM 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE DESIGN SPACED AT 16" O.C. VERTICAL MAX. TREATED. ROOF: PRESSURESA82, LIVE LOAD: 20 0 PSF 8 WHEN GROUT POUR EXCEE 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. DEAD LOAD: 7.0 PSF 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. CEILING: LIVE LOAD: 10.0 PSF 7. DIMENSION LUMBER LIVE LOAD -STORAGE: 30.0 PSE 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS DEAD LOAD: 5.0 PSF 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. FLOOR: 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH LIVE LOAD: 40.0 PSF SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF DEAD LOAD: 10.0 PSF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. DECK LIVE LOAD: 50.0 PSF 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED WIND LOADS: 24.4 BELOW: WIND SPEED: 130 MPH -26.6 EXPOSURE: C 8d = 0.131" x 2-1/2" IMPORTANCE: 1.0 10d = 0.148"x 3" BUILDING CATEGORY: II 12d = 0.148"x 3-1/4" ENCLOSED BUILDING: 21.6 16d = 0.162" x 3-1/2" INTERIOR PRESSURE 20.8 .•24.4 COEFFICIENT: 0.18 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN ROOF PITCH: 7:12 AND/OR THE FOOTING DETAILS SHEET. u - U 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. o � U EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 -•32.0 DETAILS 24.4 -26.6 20-50 22.9 -•28.8 W 22.9 -25.3 50-100 21.6 F- W •27.2 21.6 -24.0 100-200 20.8 .•24.4 Q 20.8 -22.9 S D 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, LINO. SEE PLAN FOR SIZE AND REINFORCEMENT. A. 0- 0 SHEET INDEX! COPY S0.01 COVER PAGE/GENE NOTES S1.01 FOUNDATION PLAN AN DETAILS S2.01 FIRST LEVEL FRAMING PLAN AND DATE:Zlo' 1-2017 DETAILS W S2.02 ROOF FRAMING PLAN U OFFIC COPY ;. REVIEWED FOR C DE COMPLIANCE CITY OF A T L TIC BEACH SEE PERMITS F R ADDITIONAL REQUIREMENTS D CONDITIONS REVIEWED BY: DATE:Zlo' 1-2017 F-• W w N 0 a z z CD z 0 o a O LL (%j W o U) M W 0 co 0 z 0 > o L z W OD 04 M 00 w N A .a � O N O 0. c (uM F-• W �3 a OO 0 U CU F- W M LrL W Q W M O u - U W � o � U zm (1)T a) m o ,Tc fw Q N Q U .J O UZ Ca p U M N Q U 2 70 = U) E OF : to O m U OD 04 M 00 N A .a � O N 0. c (uM �LLU3 W 2 o `o �3 a OO 0 0 V CL U OD 04 M CO N U 0. c (uM 0 o `o U LL u - U N U M m LL c U) X U m � (1)T a) m o ,Tc fw (,6 a=(IS •� OR N W 0 `t Y N O U �F M _ lv0 . GT� • 2m ; _ 0 No 70 = E OF : to L Qq-q,.�1,l Sheet _ OUNDATbIDN PLAN 8"x8" THICKENED ED('3E WITH (1) #4 CONTINUOUS 24"x24"x12" DEEP FOOTING WITH (3) #5 BARS EACH WAY CONTINUOUS BOND BEAM WITH 2500 P: CONCRETE AND (1) #5 BAR FIBER REINFORCED CONCRETE SLAB, THICK UNLESS NOTED OTHERWISE ON PLAN. 8"X16" CMU STEMWALL, MAX 6 COURSE VERTICAL REINFORCEMENT TO BE #5 DEFORMED BARS AT 48" O.C. FILL CELL; 1111111- WITH 3000 psi CONCRETE. ONE STORY: d=8", b=16", (2) #4 BAR! TWO STORY: d=10", b=20", (3) #4 BAF THREE STORY: d=12", b=24", (2) #5 BAF 1 IIi_. -- VERTICAL REINFORCEMENT TO HAVE 9' E — BEND AT BOTTOM AND BE EMBEDDED 4 INTO TOP COURSE. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. TYPICAL STEMWALL DETAIL 3/'+ = l -0 8" THICKENED EDGE WITH (1)#4 OVER ADDITIONAL COMPACTED AND TERMITE TREATED FILL. 12" #5 REINFORCEMENT BARS AT 48" O.C. MAX EXISTING STEM WALL FOUNDATION j • �li�I�►- I -1iI. , 03/ ECTION EXISTING DECK JOISTS. CUT TO FIT D LEDGER. FASTEN TO LEDGER WITH L S. FILL ALL HOLES WITH 10d NAILS. 2X SYP PT DECK LEDGER. FASTEN T STEM WALL WITH (2) ROWS OF 1/2" BOLTS EMBEDDED 5 INTO STEM WALL AT 12' O.C. STAGGERED. �, SEE 1/S1.01 FOR STEM WALL DETAIL SECTION AT DECK OqFICE COPY m w N > O w O � T � O T z H z Z O 0 U o a o w D w z Q J C) M J z Q O �-- W Q 00 z 7.)Q O Lj- U C N LO O w n NU` 0 N M O NU' O� 2(9 OD 0 0 W Q p U U Z I - W M f! Q W N (� � li C cu W o m Z m m Q m 0 � -;� a � J_ LL' W z m Q U O M Q O U N - (9 ; No 32 U � S U) O F 998` m z Q J C) M J z Q O �-- W Q 00 z 7.)Q O Lj- U C N LO O n NU` 0 N M �V-U> (3`6w NU' O� 2(9 OD 0 0 U Q p z Q J C) M J z Q O �-- W Q 00 z 7.)Q O Lj- U C N LO m tD c w¢ aU c p0 -- `o U 11- U- m U f! US U cN N 7 m � :3 LL C cu (n U X m Qi m m Q f/i m O_ Eoo T -2 0 c) N v0i ct C. N U O Y U ') C) rOi ,,,111,,,,, WAY/VF � c . - (9 ; No 32 ; W S ' F 998` Sheet S1.01 IRST LEVE�---L ROOF PLAN i I , I ; 1 1 I I 1 ' i ------------------------------ ------------------------ - — — — — — — — — — — — — — — — — — — — — — - ----------------------,------------------------ 1 ' i i ! 1 I I i ; t I i I i 1 ! I i I I I I i � I ' 1I ' {1 I I I I 1 ' ! I ' I 1 V I I i 1 I I 1 1 ' j1 I I I I I , ' I 1 I 1 ; ' I I , I ' I ' I � ' I ' i ! i ! I I I i 1 I j ' 1 ' I , I I I I 1 ; I , I I , � , I 1 I ' I I 1 I I I , I I i , � I , , I ' I I ' i ! i i I I I � I i I t 1 I I I 1 I i + ' ' I , ' 1 , I ! i ' 1 ; , I I 1 ' 1 1 t f � I 1 i 1 1 , 11 I 1 1 i i I I I , 1 1 , 1 I 1 ; I r I FRAMING NOTES AND LEGEN ROOF RAFTER RIDGE BEAM — - - - - — OVER FRAME RAFTER CEILING JOIST. (2) 2x4 SYP COLUMN FOR RIDGENALLEY BEAM S PORT, FASTENED TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. ! TO COLUMN WITH 18 ASTEN RAFTER GA STRAP WITH (9) 8d NAIL IN RAFTER, (9) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLA HEADER/DOUBLE COLLAR TIES WITH 18 GA STRAP WITH (9) 8d NAIL IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. 16" CONVENTIONAL FRAMING - CEILING OR PLACE STUD GROUP UNDER BEAM BEA 10 PSF LIVE LOAD, 5 PSF DEAD LOAD 1.00 DURATION FACTOR OVERIFY GRADE, SYP No.1 No.2 STUD GROUP WITH (2) MSTA24. FASTEN STUD GRO SPACING 16" 24" 16" F- 4^ 2x4 11'-3" 9'-10" 10'-91, OFASTEN WITH HD19. SEE COLUMN DETAIL. f 2x6 17'-8" 15'-6" 16'-11" 1 -11" 2x8 23"4" 20'-5" 21'-7" 1 '-6" 2x10 26'-0" 23'-11" 25'-7" 1 '-6" I CONVENTIONAL FRAMING - ROOF OR PLACE STUD GROUP UNDER BEAM BEA 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR OVERIFY GRADE, SYP No.1 No.2 STUD GROUP WITH (2) MSTA24. FASTEN STUD GRO SPACING 16" 24" 16" F- 4" 2x6 14'-1" 12'-3" 13'-5" OFASTEN WITH HD19. SEE COLUMN DETAIL. f 2x8 18'-6" 16'-2" 17'-1" 1 -11" 2x10 23"-2" 18'-11" 20'-3" 1 '-6" 2x12 26'-0" 22'-6" 23'-10" 1 '-6" ROOF FRAMED WITH: • SEE SPAN TABLE ON THIS PAGE FOR RAFTER AND JOIST SIZES AND SPACING. • COMMON AND HIP RIDGE BEAMS ARE ONE NOMINAL SIZE LARGER THAN THE RAFTERS, UNLESS NOTED OTHERWISE. • SLEEPERS ARE ONE NOMINAL SIZE LARGER THAN SUPPORTED RAFTERS. • 2X LEDGERS, SAME SIZE AS ATTACHED RAFTER. SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. W N > O w O Q� r Q 1 z Q f" z a� w z 0 0 U o EL 0 LL U 0 wW � o � C) OR PLACE STUD GROUP UNDER BEAM BEA RING. NUMBER OF OVERIFY STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. ASTEN BEAM TO T STUD GROUP WITH (2) MSTA24. FASTEN STUD GRO JP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS F- WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. O OD BEAM TO POST WITH (2) MSTA24. FASTEN I IOST TO FOOTING OFASTEN WITH HD19. SEE COLUMN DETAIL. f 0 U NO.2 SYP LEDGER M O2x6 C • FASTEN TO EACH STUD/TRUSS VERTICAL WIT (3) 1/4"X4" WOOD LL SCREWS W � o J • FASTEN TO BAND BOARD WITH (3) ROWS OF 1 "X4" WOOD SCREWS AT 16" O.C. m LAST STUD OF PROPOSED WALL TO EXISTING FRAMING OFASTEN WITH 10d NAILS AT 3" O.C. 0 PORCH BOTTOM CHORDS/CEILING JOISTS ITH 7/16" OSB OSHEATH E FASTENED WITH 8d COMMON NAILS AT 6" O.C. ON GE, 12" O.C. IN O FIELD. N OFASTEN F BEAM TO EXISTING HEADER WITH (2) MST 4. W N > O w O Q� r Q 1 z Q f" z a� w z 0 0 U o EL 0 LL U 0 wW � o � C) 0 w T 0 N O F- W O OD CU U zW 1— th 0 U Q M W LL W � o J Q rUr1 z m � Q U 0 Z CO U M J a O U N U 2 Cn MO W z CL V z Cif LL u- 0 O U00 CM N u') C MCO '= w aU 0`o`o 0 U LL LL a� U m $ U M (D m J 70 :3 LL cuU N ® N Q in 00 0 00 a m o c) •> o0 N U0 O o N U V < cu C) O M ``�>`�Ilrrrii WAY/vF ����• ......••• .Q C7 : 932 70 = A00 ••••• • G Sheet �FFICE COPYI S2.02 0 T 0 N LL w V 0 N O OD N 0 U Q p z CL V z Cif LL u- 0 O U00 CM N u') C MCO '= w aU 0`o`o 0 U LL LL a� U m $ U M (D m J 70 :3 LL cuU N ® N Q in 00 0 00 a m o c) •> o0 N U0 O o N U V < cu C) O M ``�>`�Ilrrrii WAY/vF ����• ......••• .Q C7 : 932 70 = A00 ••••• • G Sheet �FFICE COPYI S2.02 "' ""'7F PEAK ,Or r—mm� I' - 2 3/8" 1 REAR ELEVATION A301 1/4" = 1'-0" �N M O .N V REVISIONS FLOOR. 3R_ADE COMMUNITY DEVEL PMENT APPROV D ELEVATION LEGEND NUMBER DESCRIPTION 7T; 01 SCREEN MESH 02 SYNTHETIC STUCCO \pR DES/G,N� DRAWING PHASE ISSUE DATE M C CA RT H Y RESIDENCE El PRELIMINARY - VEl BID : G�o� s SRF •: c ■PERMIT 19.03.04 OCEANWALK DRIVE WEST El CONSTRUCTION - of •,: -mATLANTIC BEACH, FLORIDA � • • RIA �� 3ad p� A301 17.0127 N CO w �° _I �# Z m _----------------____-- J_ -� ZO v O J o _— — —__—_ O CO 0 O H 3` CK W M..9Z --_ U o 4 � m w 906-01 _ o m 0 . 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LC-,, Description of Proposed Re ision/Corrections: 44V7 7 #W -.4 St . 01 4 S 7__S_ I /0�f" / E affirm the revision/correction to comments is inclusive of the proposed changes. (print d name) • W. proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • W. proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ / (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: 4010111° Y( (Office Use Only) ,,++�� LJ Approved ❑ Denied El Not Applicable to Department Permit Fee Du �yC2 Revision/Plan Review Comments 60h 7 ?G 7 d-r.,- f chi- - vp7 SUh Si 1-4 12414310►n d OG v rr-0✓6 T q poly 7P-P-12- Department Review Required: ^w Building ,}, -in ' a. . . : -offing Reviewed By Tree Administrator Public Works Public Utilities I ? - 3 -/ 9 Public Safety Date Fire Services Updated 10/17/18 _ FOUNDAT'ION PLAN 1 /4" = 1'-0" CONVENTIONAL FRAMING - FLOOR I I I I I I I � 40 PSF LIVE LOAD, 1.00 DURATION 10 PSF DEAD LOAD FACTOR GRADE, SYP No.1 No.2 SPACING 1 16" 24" 16" 24" 2x6 Q ZM 9'-9" 8'-6" 9'-4" 7'-7„ 2x8 F— 12'-10" 11'-3" 11'-10" 9'-8" 2x10 U 16"-1" 13'-1" 14'-0" 11'-5" 2x12 O M � j 15'-7" 16'-6" 13'-6" 6X6 NO.2 SYP PT POST. SEE PLAN FOR LOCATIONS. NO.2 SYP DECK BEAM. SEE PLAN FOR SIZE AND NUMBER OF PLIES. FASTEN BEAM TO PIER WITH (2) HTSM20 WITH (10) 10d X %" NAILS INTO BEAM AND (4) %4' X 2%4" TITEN2 SCREWS INTO CMU DECK JOISTS. SEE PLAN. FASTEN POST TO BEAM WITH (2) 3/4" THROUGH BOLTS. POST TO FOOTING WITH ABU, EXCEPT WHERE HD9 ANCHORS ARE SPECIFIED IN DETAIL 3,4 AND 5/S3.01. FOR ABU, USE 8" ANCHOR INTO FOOTING AND 10d NAILS IN ALL HOLES. 24"X24"X12" FOOTING WITH (3) #5 BARS EACH WAY FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. q,=,: -))PIER FOOTING NTS UK BEAM. SEE PLAN. >" DECKING. FASTEN TO JOISTS FH (2) 3/16" GALV DECK SCREWS EACH INTERSECTION. DECK JOISTS. SEE PLAN. FASTEN EACH END WITH LUS28, ALL HOLES FILLED WITH 10d NAILS. SECTION 1-1/2 = l' -O" CK BEAM. SEE PLAN. i" DECKING. FASTEN TO JOISTS FH (2) 3/16" GALV DECK SCREWS EACH INTERSECTION. DECK JOISTS. SEE PLAN. FASTEN EACH END WITH LUS28, ALL HOLES FILLED WITH 10d NAILS. f�n;%SECTION 2X SYP PT DECK LEDGER, SAME SIZE AS JOISTS. FASTEN TO STEM WALL WITH (2) ROWS OF 1/2" BOLTS EMBEDDED 5" INTO STEM WALL AT 12" O.C. STAGGERED. 45"X6" DECKING. 2X JOISTS. SEE PLAN. FASTEN TO LEDGER WITH LUS26. EXISTING FOUNDATION 3 SECTION AT DECK 1-1/2 = 11-01, UK btAM. Stt PLAN. i" DECKING. FASTEN TO JOISTS FH (2) 3/16" GALV DECK SCREWS EACH INTERSECTION. DECK JOISTS. SEE PLAN. FASTEN EACH END WITH LUS28, ALL HOLES FILLED WITH 10d NAILS. 5 SECTION 1-1/2 = 11-01. OFFICE COPY REVISION BP#9 & SO/ 9 - DATE /2-/ 3 SIGNED fn NGV 2 p '"T 9 on n, Esc? , ,�� �x {I I I I I I I I � rn � I I I I I 6X6 NO.2 SYP PT POST. SEE PLAN FOR LOCATIONS. NO.2 SYP DECK BEAM. SEE PLAN FOR SIZE AND NUMBER OF PLIES. FASTEN BEAM TO PIER WITH (2) HTSM20 WITH (10) 10d X %" NAILS INTO BEAM AND (4) %4' X 2%4" TITEN2 SCREWS INTO CMU DECK JOISTS. SEE PLAN. FASTEN POST TO BEAM WITH (2) 3/4" THROUGH BOLTS. POST TO FOOTING WITH ABU, EXCEPT WHERE HD9 ANCHORS ARE SPECIFIED IN DETAIL 3,4 AND 5/S3.01. FOR ABU, USE 8" ANCHOR INTO FOOTING AND 10d NAILS IN ALL HOLES. 24"X24"X12" FOOTING WITH (3) #5 BARS EACH WAY FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. q,=,: -))PIER FOOTING NTS UK BEAM. SEE PLAN. >" DECKING. FASTEN TO JOISTS FH (2) 3/16" GALV DECK SCREWS EACH INTERSECTION. DECK JOISTS. SEE PLAN. FASTEN EACH END WITH LUS28, ALL HOLES FILLED WITH 10d NAILS. SECTION 1-1/2 = l' -O" CK BEAM. SEE PLAN. i" DECKING. FASTEN TO JOISTS FH (2) 3/16" GALV DECK SCREWS EACH INTERSECTION. DECK JOISTS. SEE PLAN. FASTEN EACH END WITH LUS28, ALL HOLES FILLED WITH 10d NAILS. f�n;%SECTION 2X SYP PT DECK LEDGER, SAME SIZE AS JOISTS. FASTEN TO STEM WALL WITH (2) ROWS OF 1/2" BOLTS EMBEDDED 5" INTO STEM WALL AT 12" O.C. STAGGERED. 45"X6" DECKING. 2X JOISTS. SEE PLAN. FASTEN TO LEDGER WITH LUS26. EXISTING FOUNDATION 3 SECTION AT DECK 1-1/2 = 11-01, UK btAM. Stt PLAN. i" DECKING. FASTEN TO JOISTS FH (2) 3/16" GALV DECK SCREWS EACH INTERSECTION. DECK JOISTS. SEE PLAN. FASTEN EACH END WITH LUS28, ALL HOLES FILLED WITH 10d NAILS. 5 SECTION 1-1/2 = 11-01. OFFICE COPY REVISION BP#9 & SO/ 9 - DATE /2-/ 3 SIGNED fn NGV 2 p '"T 9 on n, Esc? , ,�� �x U00 C 04 04 Lr) M CO 00 T rn rn rn t N > 1 M M O � W Q ZM c p W N F— r Z W Z U u - U W o Z O M � J U W }- Q Q Z = z m 0 F-- z U F- D :D a O Q W O M a 755 O N U E Z OV N M - C7: z O m O0 w O TE O O = J Z o a ate. nC� (D (.9 co w Y N CL m � O Q v w a om a LL o U) � � w U00 C 04 04 Lr) M CO 00 T rn rn rn t O 1 1 M M U U � cn Q ZM c p W N F— r Z W O u - U W o i7 O M � J U W }- Q Q Z = z m 0 F-- z U Q 00 -2 CD :D a O Q m U M a 755 O N U W Z r N M - C7: N m '; U00 C 04 04 Lr) M CO w (3)1' - Lf) N O F- W U U � cn Q ZM c p W N F— M Z > O u - U W o i7 O M � J U W }- Q Z = z m 0 F-- Q U Q 00 -2 CD :D a o Q m U M a O N U F/Cq O��•�.• O - C7: N m '; TE O o� T o N ate. nC� (D (.9 co w Y N CL 45 r o Q o U00 C 04 04 Lr) M CO (3)1' - Lf) N aU cn m m c p -- `oo U LL U- m L 0 i7 O M :3m cu cf)t m � in m o < Q 00 -2 CD 04 C`) C r `t u0i O Y N O U Ct cu C) WAYNF F/Cq O��•�.• - C7: N '; TE O Sheet No. S1.01 FIRST LEVEL WALL PLAN � 1/4" = V-0" (2) 2X12. FASTEN TO HUC210-2 EXISTING CANT. JOISTS WITH LUS28 AT 24" O.C. 2x12 JOISTS AT 24" O.C.FASTEN EACH �n� nii lin nu �.0 ii ii !; iTil °' II it II 11 II !i 11 II II ': END WITH LUS210. �I Ik. H{1 II II II II ,I II II II II !! I! 11 II it II II I! 11 II II II " II i! fill fill 11 11 lilt fill II II 31 It II II II II II II II fill 1 11 N 'I11 II II II li II II II II !I 11 11 II 11 11 fill i II 1 If fill II II III)]III E II II 2x12 LEDGER II I 11 I ii Ii 11 II II II 11 I II II - '! lk 11 n II it II II II II II li (2) 2x12 BEAM. ! II II II II II li II II II !' FASTEN EACH END '!f! un uu un IIu nn II I! it II II II it II II II II I I+ u n n n a IIII II 11 WITH HUC II 1! 210-2 11 li II II II II 11 II II II II II 11 i 1!I+ uu nu nn nu nn ! !+ ll !! n ll n n 1111 n r REMOVE SOUTHERN BAND BOARD.! 1! ,k II lI it II II H II 11 11 11 I1 '!.I! II II 11 II II I: fill fill 11 11 11 ll II 11 II II II II II II II II I! 11 lull II I! II II 1, II II II II I� !I II II II II II it Il II II II II II i! II 11 11 II II II 11 II !I 11 11 11 !! it II II II II II II II 11 II II ; I 11 II II II II 11 II II II II II 1! 11 ll II II it II II II II II II II � 11 Ik II II II II 11 li II II II 11 I! ' If 1111 nnnn till n SECOND LEVEL DECK EXPANSION 1/4" = V-0" SEE SHEATHING NOTES FOR SROOF SHEATHING SEE CONVENTNONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. PORCH BEAM. SEE PLAN. FASTEN TO POST PER NOTE A/S2.01. �.,SECTION AT PIER TOP PLATE TO HEADER WITH SDWC15600 AT 12" O.C. TOP PLATE TO KING STUDS WITH SDWC15600. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. CRIPPLES TO HEADER WITH MSTA18 WITH (1) SDWC15600. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. BOTTOM PLATE TO KING/CRIPPLE STUDS WITH SDWC15450. BOTTOM PLATE TO BAND BOARD/BEAM BELOW WITH SDWC15450 AT 12" O.C. BOTTOM PLATE TO BAND BOARD/BEAM BELOW WITH SDWC15600 AT 12" O.C. TOP PLATE TO STUDS WITH SDWC15600 AT 32" O.C. STUDS TO BOTTOM PLATE WITH SDWC15450 AT 32" O.C. BOTTOM PLATE TO FOOTING WITH 1/2"X6" ANCHOR BOLTS AT 32" O.C. 2 HEADER DETAIL - SCREW OPTION - 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 SIZE OF DIMENSIONAL LUMBER PORCH/GLULAM BEAM 1 -STORY THREADED ROD OFASTEN BEAM TO POST WITH (2) MSTA24. SEE DETAIL 1/S2.01 FOR A POST TO PIER DETAIL. OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF 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. 2x6 NO.2 SYP LEDGER OC • 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. FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING D WITH 10d NAILS AT 3" O.C. OSEE SHEATHING NOTES FOR PORCH CEILING SHEATHING E SPECIFICATIONS. IT IS ACCEPTABLE FOR SHEATHING TO BE ON THE TOP EDGE OF THE JOIST WITH T&G FASTENED TO THE BOTTOM OF THE JOIST. OFASTEN BEAM TO EXISTING HEADER WITH (2) MSTA24. F HD19 HOLDDOWN WITH (5) 1" STUD BOLTS INTO WOOD AND 1 Y4" ANCHOR ROD INTO CONCRETE. 6X6 NO.1 SYP PT POST. 16' OSB. SEE SHEATHING NOTES. 2X4 FRAMED COLUMN. 5 Ri OLUMN DETAIL 2 6X6 NO.1 SYP PT POST )DOWN WITH BOLTS INTO > 1,Y4" ANCHOR 3ONCRETE. 16" OSB. SEE SHEATHING NOTES. 2X4 FRAMED COLUMN. 4 COLUMN DETAIL 2" = 1'-0" 3 COLUMN DETAIL q B REVIS7 HD19 HOLDDOWN WITH (5) 1" STUD BOLTS INTO WOOD AND 1 Y4" ANCHOR ROD INTO CONCRETE. 6X6 NO.1 SYP PT POST. 16 7" OSB. SEE SHEATHING NOTES. m —1 < W rn rn rn N o N � pC7 mC7 °r O W w N r U Z O M � W O ;�: N Z O W O O O r cb 3f Z U Q W m Q w -O c) '> Ib N W cl Q 0 p a Q z U Z O U GC 0 cv0 U) - Cj No. _ — • 755 ��•: S TE •' ORM co E o W Z0-1 O0 1- z 0 w z w O O m 1i Z o a U p O w p W n. a w —1 < 00 r rn rn rn c o N O pC7 mC7 °r F'- W C? N r U Z I- W M W 0 W O ;�: N Z O W O O O r 3f v z c Q W m Q U -O c) '> Ib N W cl m U p a Q z U cj N �•. U GC 0 cv0 U) - Cj No. _ — • 755 ��•: S TE •' ORM co > o W Z0-1 —1 < rn zU)� c o N O pC7 mC7 °r F'- W O > C7 r m r U U Z I- W M W 0 W O ;�: N Z O Ln >wIN "' I- ct W cjf 3f v z c Q W m Q U -O c) '> Ib N U Z m U p a Q O U cj N �•. U GC •'Qj, cv0 U) - Cj No. _ — • O ��•: S TE •' ORM co —1 < rn zU)� c o N pC7 mC7 °r LL w Y > " C7 O > C7 r m r o a 0 —1 < W zU)� c Q W J J _ c p -- U rn U) O� Z _ W 0 LL L Ln UL ct LjL IL C3 c 00 N MLO CD Ln N c wQ cu 0 c p -- U LIL ILL W L Ln UL U 04M -0a� IL c U) Xcc 65 m O_ Q 00 r• -O c) '> Ib N u) IS -,tN OO U U tt � M C) WAY/VF �•. C I Fie �F •'Qj, cv0 •:11 = • - Cj No. _ — • • Jr • ��•: S TE •' ORM "I , I 2X4 FRAMED COLUMN ,,� +, Sheet N �y h., � ��G 1 I I, A,,,,.,. 1 I a .. NOV 2 p 2019 S2,01 Building Department C;ty c -T Atlantic E r.