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1330 Ocean Boulevard RES19-0142 Remodel/BalconyGENERAL NOTES EPDXY NOTES BRITTLE FINISH FLEXIBLE FINISH _. _.. OUNDATION DETAILS WALL HEIGHT (L/360) WALL HEIGHT (L/120) BEARING 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 9 FT APA AND ASCE7-10. 11 FT EMBEDDED STEEL ITEMS SHALL BE SET INTO I­IARDENED CONCRETE WITH EPDXY OR EPDXY CONDITION GROUT ONLY WHERE DETAILED ON THE DRAWIPJGS OR WHERE APPROVED BY THE ENGINEER. 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE WITH SECTION 301.1.2 > OF THE EXISTING BUILDING CODE. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 16 ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 12 SIMPSON STRONG SET OR APPROVED EQUAL. 16 AUTHORITIES HAVING JURISDICTION OVER THE WORK. HILT! HY150, HlLTI HSE2421, -TIE 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING 16 IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS 16 CONSTRUCTION. AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 16 1216 0 a ACCORDANCE WITH APPLICABLE SAFETY LAWS, 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. TWO 2X4 NO.2 SPF 16 12 - -. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 _. STORY w PSI AND TENSILE STRENGTH OF 2,300 PSI. 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE o NO LARGER THAN 1/8" GREATER THAN THE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT 4. ALL HOLES SHALL BE DRILLED WITH A DIAME'FER DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 16 SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS 16 16 16 STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 5. ALL HOLES SHALL BE CLEANED WITH COMPPRESSED AIR AND SHALL BE DRY PRIOR TO 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR LAITANCE, DUST, DIRT, AND OIL. ELECTRICAL WORK. 6. CONTRACTOR PERFORMING EPDXY WORK SflALL BE AN APPROVED CONTRACTOR BY THE 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS o MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING � z YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES o z DO THE WORK. NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN SHEATHING NOTES ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONCRETE NOTES FOR WALL SHEATHING: z ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE 1. FOR STUCCO AND STONE: MIN 32" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED 1. REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL 7" OSB OR PLYWOOD, SPAN VERTICALLY, OR MIN Tg RATING 32/16, INSTALLED HORIZONTALLY, TO o QN M CONCRETE". Q W w WALL FRAMING. FASTEN WITH 8d NAILS AT 6" C.C. ON EDGE, 12" O.C. IN FIELD. <t Z O = 2. FOR ALL OTHER VENEER: MIN J" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM 0150, � U U VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, LL TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1%" INCHES FOR FOUNDATIONS, AND Y4' FOR ALL SLABS AND SHALL 12" O.C. IN FIELD (BLOCKED PANEL EDGES) 6R 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL W CONFORM TO ASTM C33. EDGES). W 3. FOR CURVED WALLS: TWO (2) LAYERS OF -„'" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. W EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" MIN WITH INNER LAYER. SHIM FRAMING AS NEED=DED FOR TIGHT FIT. 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND 0 TERMITE TREATED SOIL. FOR ROOF SHEATHING: a 1. FOR SHINGLE AND METAL ROOF: MIN 1s" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY VJ PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN W OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FIELD. Q FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. 2. FOR TILE ROOF: MIN 32" PLYWOOD, SPAN RAPING 32/16, INSTALLED PERPENDICULAR TO ROOF 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. O�J EDGE, 12" O.C. IN FIELD. Q REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH W IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". �- STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD z CONDITIONS, BLOCK PANELS AT 12" O.C. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. FOR FLOOR DECKING: V Z) 1. MIN 4" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24". WHICHEVER IS U. FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. U 00 C M CO GREATER. 2. USE OF APA RATED STURD-1-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND wQ wv MINIMUM 4" THICKNESS. cu 'tea 0 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". (D U m to (D 0 N L r% FOR PORCH CEILING SHEATHING: i 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 1. MIN 2' OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH ��� FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 1270.C. IN FIELD. 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER . 10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. MASONRY NOTES 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED AT "BUILDING RIOP FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT 1. ALL MASONRY WORK SHALL BE !N CONFORMANCE CODE REQUIREMENTS FOR MASONRY STRUCTURES" WITH THE LATEST EDITION OF (ACI 530) AND THE "SPECIFICATIONS FOR THE ENGINEER OF RECORD. MASONRY STRUCTURES" (ACI 530.1) OF THE 11MERICAN CONCRETE INSTITUTE. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE EXCEED SIX (6) COURSES IN HEIGHT. STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEAFJNG UNITS. CONFORMING TO ASTM C90, TYPE N -II 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL FILLED. CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT FRAMING NOTES SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %". FULL BEAD AND HEAD JOINTS SHALL BE USED. 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, CONSTRUCTION. RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD 4. MASONRY GROUT SHALL CONFORM TO ASThA C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE MAXIMUM AGGREGATE SIZE SHALL BE %" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE APPARENT. REINFORCING IN CELLS. 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. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d = 0.131" x 2-1/2" 10d = 0.148"x 3" 12d = 0.148" x 3-1/4" 16d = 0.162" x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. EXTERIOR WALL STUD SPACING S1.01 BRITTLE FINISH FLEXIBLE FINISH _. _.. OUNDATION DETAILS WALL HEIGHT (L/360) WALL HEIGHT (L/120) 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 C°w 0 M > 2X4 SPF STUD 16 12 16 16 ONE 2X4 NO.2 SPF 16 12 16 16 16 12 STORY 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 1 16 16 16 16 2X4 SPF STUD 16 1216 0 a 12 TWO 2X4 NO.2 SPF 16 12 - -. 16 16 12 _. STORY w o U) 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 16 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. ''11�10N-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. 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 BI_ 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. LOAD TABLE ROOF: LIVE LOAD: DEAD LOAD: CEILING: LIVE LOAD: LIVE LOAD -STORAGE DEAD LOAD: FLOOR: LIVE LOAD: DEAD LOAD: DECK LIVE LOAD: WIND LOADS: WIND SPEED: EXPOSURE: IMPORTANCE: BUILDING CATEGORY: ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: ROOF PITCH: CO IV IPONENT AND CLADDING DESIIGN 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 II 0.18 6:12 EFFE CZONES ,;TIVE INTERIOR AREA, SF END ZONES, PSF PSF , 0-;!0 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 -24.0 100-1200 20.8 -24.4 20.8 -22.9 SHEET INDEX,' S1.01 GENERAL NOTES _. _.. OUNDATION DETAILS S2.01 �-._. _ F RST AND SECOND LL EL FRAMING PLAN S3.01 FRAMING DETAILS m C7 a C7 C°w 0 M > O � oo z Q SHEET INDEX,' S1.01 GENERAL NOTES _. _.. OUNDATION DETAILS S2.01 �-._. _ F RST AND SECOND LL EL FRAMING PLAN S3.01 FRAMING DETAILS 31'-0" S3 01 15'-6" 15-6" MIR. S3.Q __ I-------------------- { I---------------------{ 7„ I I I I J A L --J^ A ^L- LO I 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X I I WI A WWM OR 1/2" FIBERMESH OVER A 6 MIL. I VAPOR BARRIER AND TERMITE TREATED SOIL. I A" OFFICE COPY 0 a C7 � Q m C7 a C7 C°w 0 M > O � oo z Q z w n g z' o 0 a U O U 0 U w o U) rn N 0 w o � z Q o O U > wi o z z 0 M U o QN M I- Q W w Z U = LL <t Z O = .I W m v Q � a m . � U U O z LL (W� O Q M J N M H W z W m W rn C) N LL 0 U Q a z VJ W z E-- Q 0 u) Z J_ z Q 0 �- fl W WQD �- z Q W �z V Z) 0 U. U 00 C M CO 0) f-- ul 04 wQ wv cu 'tea 0 O .20 U 'i w (D U m to (D 0 N L r% Qi J a ma) mO i Q LZ T - 0) '2 0 A c N (1)N N O rn \01111111/ / ��� WAY/V,c rr .• O ' _ 4/ . ,,. . AT RIOP F r.*rFF � Sheet No. S1,01 i EXISTING LINTEL OVER OPENING. J — EXISTING LINTEL OVER OPENING. d FILL IN OPENING WITH 8" CMU d ° UNITS. FILL CELLS WITH #5 I ° VERTICAL BAR AND 3000PS1 L— -- GROUT AT ENDS OF WALL AND 48" O.C. _ A 'I tr j FILL IN OPENING WITH 8X16 CMU UNITS. 12" LONG 1/2" THREADED ROD AS SHOWN nA 4 d TOP COURSE, MID -HEIGHT, BOTTOM COURSE, AND EDGE CELLS. 6" EMBEDMENT. VERIFY EXISTING CELLS I� ARE FILLED WITH 3000PSI CONCRETE. NG 1/2" THREADED ROD AS SHOWN ° TOP COURSE, MID -HEIGHT, BOTTOM COURSE, - e AND EDGE CELLS. 6" EMBEDMENT. VERIFY I -- EXISTING CELLS ARE FILLED WITH 300OPSI d ail CONCRETE. i A i , I j EXISTING CMU WALLS. EXISTING CMU WALLS. d ° e ; v a ° d �I 43 FILL IN DETAIL - CMU Fl, E ! IT:::: i I 3/4" ilI Iii _l�_��I r--►�� i____� � I! III I!I ! I' q)CMU FILL DETAIL 3/4" = 1'-0" EXISTING SECOND FLOOR WALL. 5/4" DECK BOARDS. 2X8 SYP PT DECK JOISTS AT 24" O.C. FASTEN TO LEDGER WITH LUS26. FASTEN TO BEAM WITH H3. ALL HOLES FILLED WITH 10d NAILS. DECK BEAM. SEE PLAN FOR SIZE AND NUMBER OF PLIES. 2X8 SYP PT LEDGER. SEE NOTE C/S2.01. EXISTING FIRST FLOOR WALL ATYPICAL DECK DETAIL 3/4" = V-0" 3 WALL FILL DETAIL 3/4 = 11-01. A' a 11 EXISTING TOP PLATE AND WALL FRAMING. EXISTING HEADER FILL OPENINGS WITH 2X NO.2 SPF STUDS AT 16" O.C. FASTEN TO HEADER/FRAMING ABOVE AND BOTTOM PLATE BELOW WITH (4) 10d TOE -NAILS. WHERE DOORSAAIINQOWS EXIST, USE 2X BUCK. FASTEN EACH END WITH (4) 10d TOE -NAILS. 2X PT NO.2 SYP BOTTOM PLATE. EXISTING FLOOR SYSTEM o c� m � C° w 0 � w o z ¢ z ui z O U U 0 a O LL U o w Lu Z) o � rn N 0 F o Q) o z O a5 Lu of z° �- J z M co _C vi o N m(9 00 > o , mwL) c) 0 u') U Q Q p M c) Z j M CWj u- J LO 0 U W m Q Q 0 z Q W m . —7) U) V U m N w 0 z L.L. N M CO J O Y N OCO M -moi 0) W WAY/VE Q • z ' I FICq'•.,'pj� _ �vp '' 2c�+ = No 00 70= _-C7: ,O .* _ m ••, <v W , 00.00 J 00 cq M co _C vi o N m(9 00 > o , mwL) c) 0 u') a s U a < m u J Sheet No. 0 FICE COPY I 53.0 00 cq M co _C vi LO � w¢ c ca m �a C •L •L p o0 U LL U_ (DU LO 0 U ccj LL C U cur U a) m N Q 6 O Nm -2 O •> CQ N M CO O Y N OCO -moi 0) WAY/VE • ' I FICq'•.,'pj� _ �vp '' 2c�+ = No 00 70= _-C7: ,O .* _ -o , S ••, <v , 00.00 F //I Sheet No. 0 FICE COPY I 53.0 N W m 70 < �- Z 'L�*4 M-- -n0 r E �r w r dM Z c M mmco m ��;oe n z Y'4 m Suz � c o em co 0 z o RP Q m 6U cn r G) ill Z co z PL 9TTE LOT I' BLOC. 54 sE r11T LOT BLOCK 5: j� JUA r Wrw.0 � L 1 FOUND 1 IRON PIS NOID LOT 7 50-W M (N fi 3 0) O C") m C-) 0 m m �i40 _ 4� p 'fit q w. Ip; �,i0 N W m 70 < �- Z 'L�*4 M-- -n0 r E �r w r dM Z c M mmco m ��;oe n z Y'4 m Suz � c o em co 0 z o RP Q m 6U cn r G) ill Z co z PL 9TTE LOT I' BLOC. 54 sE r11T LOT BLOCK 5: j� JUA r Wrw.0 � L 1 FOUND 1 IRON PIS NOID LOT 7 50-W M (N fi 3 0) O C") m C-) 0 m m N W m 70 < �- Z 'L�*4 M-- -n0 r E �r w r dM Z c M mmco m ��;oe n z Y'4 m Suz � c o em co 0 z o RP Q m 6U cn r G) ill Z co z PL 9TTE LOT I' BLOC. 54 sE r11T LOT BLOCK 5: j� JUA r Wrw.0 � L 1 FOUND 1 IRON PIS NOID LOT 7 50-W M (N fi 3 0) O C") m C-) 0 WALL SECTION @ OPEN DECK SCALE: N.T.S. EXISTING ROOF SYSTEM EXISTING SHAKE SIDING (TYP.) 36"H HANDRAIL (TYP.) WATERPROOF FLOOR SYSTEM R STRUCTURAL ENGINEERING (TYP-) HEADER PER STRUCTURAL ENGINEERING (TYP.) 6x6 P.T. POST (TV.) EXISTING 6" BRICK WALL 4" - 3000 PSI CONC. SLAB REINF. w/ 6x6 & 10/10 WWM OVER 6 MIL VAPOR BARRIER OVER CLEAN 95% COMPACTED FILL (SOIL TO BE TERMITE TREATED) OR 3,000 PSI FIBERMESH REINFORCED CONCRETE IN LIEU OF WWM "-0* (ASSUMED) FINISH FLOOR REFER TO FOUNDATION PLAN FOR FOUNDATION TYPE AND FOOTING SPECIFICATIONS WALL TO ROOF FLASHING DETAIL SCALE N.T.S. EXISTING WOOD FRAME SYSTEM MIN. 26 GA. GALVANIZED METAL BASE FLASHING EXTERIOR ROOFING MATERIAL SEE ELEVATIONS FOR TYPE SEE MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION WINDOW INSTALLATION (METHOD A-1 QN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. ® APPLY SILL FLASHING APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8 J¢' © APPLY JAMB NASA ® APPLY BEAD OF SEALANT AT HEAD O APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED TAPE, ALLONNG NRB TO LAY FLAT OVER HEAD FLASHING APPLY NEW SHEATHING TAPE OVER DIACONAL CUT - SEE DIAGRAM. SCALE: N.T.S. WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. THROUGH wam JAMB SEAL THE WINDOW FRAME TO OPENING. APPLY A W NOM. DIA. TO THE BACI(SDE (INTERIOR) OF THE WNDOW FLANGE, N LME WITH ANY PRE -PUNCHED HOLES OR SLOTS. ® JAMB FLASHING APPLY CONT. SEAT. TO THE MOLNTNG FLANGES AT THE 'TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMES 8 J4 ABOVE THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND FASTEN N PLACE (FLASHING GOES OVER SEALANT} SEALANT BEAD BEHIND MOUNTING FLANGE FLASHING - SEALANT BEAD BETWEEN FLASHING ARD MOUNTING FLANGE. SECURE WRB AT HEAD EXTEND JAMB FLASHING TO DVERI.AP SILL FLASHING. EXTEND JAMB FLASHING 8 )r ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. I I � I I go SIJ. FLASHING SHIM AND ADJUST WINDOW TO A21EVE SQUARE, PLUMB. AHD LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER smin AnONS. AT A 45 DEGREE ANGLE, CAREFULLY CUT TINE BARRIER ON A DIAGONAL. GENTLY RAISE TI -E TOP EDGE OF THE BARRIER UP AND TAPE 1HE TOP CORNERS AND CENTER TO THE EXTERIOR NRB SURFACE ABOVE. NOTES (FBC2107--R A INTERIOR VIEW TOP LEFT CORNER OF WINDOW EXTERIOR DOOR FLASHING SCALE: N.T.S. WRAP WRB INTO OPENING REMC WRB FLAP CUTIN WRB INSTALL VULKUM AT THRESHOLD PER MFR. INSTRUCTIONS. INSTALL DOOR, SHIM DOOR TO LEVEL, PLUMB AND SQUARE DOOR IN OPENING. APPLY HEAD FLASHING, EXTENDING 10" BEYOND DOOR ROUGH OPENING. TEMPORARILY TAPE UP TOP FLAP WRs APPLY JAMB FLASHING TO BOTH SIDES OF DOOR FROM DOOR FRAME TO WRB, EXTENDING 8 1/2" ABOVE DOOR ROUGH OPENING. NOTE: ALL FLASHING WILL BE SELF ADHERING AND ROLLED SMOOTH & FLAT WITH A J -ROLLER. SCALE: N.T.S. NOTES (COMPLY W,/FLORIDA BUILDING CODE 2107 - RESIDENTIAL): 1. FBC-R302.5.1: ANY DOOR BETWEEN THE DWELLING AND THE GARAGE IS TO BE EITHER A 1 3/8" MIN. THICK SOLID WOOD OR HONEYCOMB CORE STEEL OR THE DOOR IS TO HAVE A 20 MIN. FIRE -RATING. 2. FBC-8302.5.2: DUCTS IN GARAGE SHALL BE MIN. 26 GAGE SHEET STEEL, WITH NO OPENINGS INTO THE GARAGE PERMITTED 3. FBC-R302.6: GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC WITH 1/2" MIN. GYPSUM BOARD APPLIED TO GARAGE SIDE. GARAGE BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ROOMS ABOVE WITH 5/8" MIN. TYPE 'X' GYPSUM BOARD. WHERE THE SEPARAT10N IS A FLOOR/CEILING ASSEMBLY, ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED WITH MIN. 1/2- GYPSUM BOARD. 4. FBC-R703.6.3: WHERE STUCCO IS APPLIED TO LATH OVER WOOD FRAME, A BOND BREAKER IS REQUIRED BETWEEN THE WATER RESISTIVE BARRIO=R AND THE STUCCO PER ONE OF THE FOLLOWING METHODS: -2 LAYERS OF APPROVED WATER -RESISTIVE BARRIER MATERIAL, OR -1 LAYER OF APPROVED WATER -RESISTIVE BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP, OR - OTHER METHOD IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 5. FBC-R, 41307.2: GROUND MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WITH THIS SECTION. 6. FBC-R, M1305.1.1: MIN. 4" CLEARANCE AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCT, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER. METAL DRIP EDGE O26 GA. GALVANIZED (NOT TO SCALE) ODRIP EDGE FLASNIG DRI' EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLED ROOM AND OVERLAPPED A MINIMUM OF 2'. EAVE DRIP EDGES SHALL EXTEND 1/4' BELOW SHEATHING AND EXTEND BAC( ON THE ROOF A MINIMUM OF 2'. DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 1Y O.C. Dom' EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENL IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A W41MUM Y WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.. 1. FOR ROOF SLOPES FROM TWO UMTS VERTICAL N 12 UNITS HORIZONTAL (17 -PERCENT SLOPE), AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33 -PERCENT SLOPE). UNDERLAYMENT SHALL COMPLY NTH ASTM D 226, TYPE I OR TYPE I OR ASTM 0 4859, TYPE I OR TYPE IV OR ASTM 0 6757 AND SHALL BE TOMO LAYERS APPLIED N THE FOLLOWING MANNER. APPLY A 19 -INCH (483 MM) STRIP OF UIDERLAYMENT FELT PARALLEL TO AND STARIING AT THE EAVES, FASTENED SUFFMTLY TO HOLD N PLACE. STARTING AT THE EAW. APPLY 36 -NON -RIDE (914 MM) SHEETS OF UNCERLAYMEHNT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM), AND FASTENED WITH A 1 -NCH (25 MMM) ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TM -TABS ATTACHED TO A NALABLE DECK NTH ONE ROW N THE FIELD OF THE SHEET WITH A MAXIM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC U DERLAYML?OT SHALL BE FASTENED IN ACCORDANCE LITH THIS SECTION AND THE MANUFACTURERS RECOMMENDATIONS. ROOF FLASHING 2 FOR ROOF SLOPES OF FOUR UNITS VERTICAL N 12 UNITS HORIZONTAL (33 -PERCENT SLOPE) OR GREATER. UNDERLAYMENT SHALL COMPLY WITH ASTM D 226, TYPE I OR ASTM D 4869, TYPE IV OR ASTM D 6757 AND SHALL BE ONE LAYER APPLIED N THE FOLLOIWG MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASION, PARALLEL TO ND STARTING FROM THE GAVE AND LAPPED 2 INCHES (51 MTI), FASTENED WITH 1 -INCH (25 MM) ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TN -TABS ATTACHED TO A NAILABLE DECK WITH TWO STAGGERED ROWS N THE FETD OF THE SHEET WITH A MAW" FASTENER SPACING OF 12 NCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTENIC UNDERLAYMENT SHALL BE FASTENED N ACCORDANCE NTH THIS SECTION AND THE MANUFACTURERS RECOMMENDATIONS ORD LAPS SHALL BE OFFSET BY 6 FEET (1829 ADR). 3. AS AN ALT3NATTVE, THE ENTIRE ROOF DECK SHALL BE COVERED MATH AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN BEET MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC UNDERLAYMENT INSTALLED N ACCORDANCE MATH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. O2 VALLEY FY E ASHING: VALLEY LININGS SHALL BE INSTALLED N ACCORDANCE NTH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING 9ING ES. VALLEY LUNGS OF THE FOLLOWING TYPES SHALL BE PE bMTTED: 1. FOR OPEN VALLEY (VALLEY LING EXPOSED) LINED WITH METAL, THE VALLEY LINING SHALL BE AT LEAST 24' WE AND OF ANY OF THE CORROSON-RESISTANT METALS N TABLE 8903.1 2 FOR OPEN VALLEYS, VALLEY LINING OF TWO PUFS OF MINERAL SURFACE ROLL ROOFNG, COMPLYING NTH ASTM D 249, SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE 18' AND THE TOP LAYER A MINIMUM OF 38' NODE mail,, irmsi 1 STRUCTURE HEIGHT AND NUMBER OF STORIES: BUILDING' HEIGHT _4" NUMBER OF STORIES TYPE OF CONSTRUCTION: ALTERATION LEVEL MATERIAL INFORMATION: �RO("�DtRLAYMOT ERIAL SHALL MEET OLLO NG SPECIFICATIONS) - D TYPE II - ROOF FLASHIN RIP, RAKE, CAP, VALLEY) - 26 GAUGE - ROOF SHINGLES - ASTM D3462 & ASTM D3161 TYPE 1 WIND RESISTANCE MODIFIED TO 110 M.P.H., ASTM E108 CLASS -A FIRE RESISTANCE RATING - SHINGLE NAILING - PER MANUFACTURERS SPECIFICATIONS WINDOWS & DOORS (ENGINEERED INSTALLATION SPECIFICATIONS TO BE ON JOB SITE AT TIME OF INSPECTION} - WINDOWS, SINGLE HUNG - - WINDOWS, FIXED GLASS - - SLIDING GLASS DOORS - - EXTERIOR DOORS - - GARAGE DOORS - WIND ZONE INFORMATION: VERIFY W/ EOR THIS BUILDING Is NOT LOCATED IN THE WIND BORNE DEBRIS REGION BUILDING IS "ENCLOSED" BASIC WIND SPEED (M.P.H.) VERIFY W RISK CATEGORY 2 WIND EXPOSURE CATEGORY VERIFY W E R INTERNAL PRESSURE COEFFICIENT +.18 -.1 *** SEE STRUCTURAL ENGINEERING SHEETS FOR COMPONENTS AND CLADDING (END ZONE AND INTERIOR ZONE) INFORMATION INDEX OF ARCHITECTURAL PLANS OFFICE COPY C1 COVER SHEET & ARCH. DETAILS Al 1st & 2nd FLOOR PROPOSED PLANS A2 1st & 2nd FLOOR DEMOLITION PLANS A3 ELEVATIONS A4 1st & 2nd FLOOR PLAN ELECTRICAL LAYOUTS A5 FOUNDATION LAYOUT REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC EEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY:-_, DATE: SCALE: N.T.S. 3. FOR CLOSED VALLEYS (VAj COVERED WITH 904 ES), VALLEY O GETS AND SADDLES RASING: LNIING OF ONE PLY SMOOTH ROLL ROOFING COMPLYING NTH ASTM D 224 TYPE I OR TYPE AI AND AT LEAST 36' WIDE OR VALLEY LINING A CRICKU OR SADDLE SHALL BE INSTALLED ON THE RIDGE SEE AS DESCRIBED N ITEMS 1 AND 2 ABOVE SHALL BE PERMITTED. OF ANY OIIINEY GREATER THAN 30' MIDE. CIMCET OR SPECIALTY UNDERLAYMENT COMPLYING WITH ASTM D 1970 MAY BE SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAE USED N LIEU OF THE LNING MATERIAL MATERIAL AS THE ROOF COVERING THE RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES SHAWL BE TIE SAVE AS THE RIDGE AND VALLEY RAS" ON 5 X 5 ANGLE FLASHING THE MAN ROOF O 26 GA. GALVANIZED 3 wnrr FLAMING 0 (NOT TO SCALE) 29 GA. GALVANIZED FLASHING THE UNDERLAMIT SHALL BE INSTALLED IN WATER SHEDDING 6 BASE AND COUNTER R ASLWNQ (NOT TO SCALE) FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE O FOLDED OVER THE ROM AND MECHANICALLY FASTENED, AT 36' BASE AND COUNTER FLASHING SHALL BE INSTALLED N ACCORDANCE O.C. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT LITH MANIUFACIURER'S INSTALLATION INSTRUCTIONS, OR A n7 FIBER CEMENT SONG ACPmu:• PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED CONTINUOUS METAL 'L' FLASHING SHALL BE SET N APPROVED `/ THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND OVER THE PAEL SONG THE RIDGE. UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL KETAL FLANGES PANELS SHALL BE INSTALLED MATH THE LONG DIMENSION SHALL BE FASTENED 6. ON CENTER WTH APPROVED FASTENERS PARALLEL TO FRAMING. VERTICAL JOINTS SHALL OCCUR OVER O HP FLASHING ALL LAPS SHALL BE A MINIMUM OF 4" FULLY SEALED N APPROVED FRAMING MEMBERS AND SHALL BE SEALED WITH CAULONG OR FLASHING COLT. FLA.SWG SHALL START AT THE LOWER PORTION COVERED WITH BATTENS. HORIZONTAL JOINTS 9441 BE OF ROOF TO DOW WATER-SEADNG CAPABILITIES OF ALL METAL FLASHED Y47H 'Z -FLASHING' AND BLOCKED WITH SOLID WOOD THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDDING LAPS THE ENTIRE EDGE Or THE HORIZONTAL FLANGE SHALL BE FRAMING FASHION. AT THE HIP LIE FOLD THE UNDERLAYMENT OVER THE SEATED COVERING ALL NAI_ PENETRATIONS WITH APPROVED FLASHING HIP AND MECHANICALLY FASTEN, AT 36' O.C. MAXIMUM TO THE CEMENT AND MEA6RANESINN(# E5 SHALL OVERLAP THE HORIZONTAL HORIZONTAL LAD SIDING OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR FLANGE AND SHALL BE SET N APPROVED FLASHING CEMENT. LAP SIDING SHALL. BE LAPPED A MINIMUM OF 1 1/4' AND SHALL OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE HAVE THE ENDS SEALED WITH CAULONG, COVERED OATH AN TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE HIP. BRISE FLASHING SHALL BE OF ETHER ER CORRISON-RESISTANT METAL H -SECTION JOINT CDVER, OR LOCATED On A STRIP OF PROMDFD N SECTION R90&7 -&l OR MINERAL SURFACE ROOL FLASHING. LAP SIDING COURSES M WME! ROIONG WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET. FASTENER HEADS EXPOSED OR 1 D INM1Y Tmwas PROVIDED N CIMINTER FLASHING SHALL BE QS MTANT METAL WITH A APPROVED MANUFACTURER'S NST IIQ� JUN 12 bullaing uep 'rtment City of Atlantic Peach, FL 9 DRAWN BY: AA ECKED BY: DATE' 3/21/19 SCALE: 1/41t=11-011 JOB NUMBER: EBENER 5/23/19 DWG NO: C 1 6 of SHEET'S CIOo 9 DRAWN BY: AA ECKED BY: DATE' 3/21/19 SCALE: 1/41t=11-011 JOB NUMBER: EBENER 5/23/19 DWG NO: C 1 6 of SHEET'S .-fes REMOVE EXIST WINDOW Lo & ADJUST OPENING w/ NEW WALL CONST TO MATCH EXIST AND INSTALL NEW 3030 SH RAISE DOOR FRAMING AS REQ'D TO ACCOMODATE NEW FIN FLOOR HT. — 15'-2"± 15'-2"± EW 6"x6" P.T. — —EQUAL — s EQUAL a — — POST (TYP.) LINE OF CANTILEVERED BALCONY ABOVE 8'-74" NEW LANAI- I 30'-4" X 8'-0" 1 a 9' CLG. 8'-2"ol O EXIST O EW NEW 9068 FR DR UNIT 68 EXIST DR-�� BATH 4-0" I �W5 I,.D — — I NEW CAFE UNDRY 13'-0" X 9'-2" NEW SINK — 2666 x U* NEW 1 266a AHU "EMOVE EXIST WINDOW & ADJUST OPENING w/ a NEW WALL CONST TO o' 6'-4" 3'-0" 7'-9" aj 1'-8" 4'-4" 5'-11" R&S MATVH EXIST AND r7 I — — — — — — INSTALL NEW 2030 FG W CV L NEW NEW Toom 28684068 BFJ J 3®0 NEW o "" 4068 � 3 w _ B.F. w¢Z ° cEXIST ooF- Y N I s m W Z� �N 3 aQm ( O � C9Z 3zQ ii BR 2 �' J �o a a NEW 9'-11" X 10'-0" e =Jo 4068 �' as B.F. REMOVE EXIST WINDOW z X 3 I AND CLOSE OPENING AS ® C4 o REQ'D. MATCH EXISTING Q ui _ U i EXTER WALL CONST a U I NEW �NP WD R ` I 3'-11" 468 3 4'-10" L Th KITCHEN NEW C. 1 B.C. 18'-7" X 21'-4" co 5 SHs to 2x4 -42"h HALF WALL w/CAP (TYP) olI I DINING 14'-3" X 20'-9" 3 a� NEW LANDING & z r� STEPS 5RUP NEW 36"h REMOVE EXIST WINDOW OPEN RAILING & ADJUST OPENING w/ NEW WALL CONST TO MATCH EXIST AND INSTALL NEW 3030 SH \ / '^\ N V I V r r REMOVE EXIST WINDOW & ADJUST OPENING w/ NEW WALL CONST TO MATCH EXIST AND INSTALL NEW 3030 SH 11 to 1st FLOOR PLAN 5/ NOTES:- GENERAL STAIR DETAIL diallib SCALE: N.T.S. *STAIR NOTES: ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR �.m C o.o C v o G VARIANCES IN CONSTRUCTION MATERIAL ACTUAL CONSTRUCTION MUST COMPLY W/ R311.7 OF THE FLORIDA BUILDING CODE. MAXIMUM RISER HEIGHT: 7 -3/4 - m�. CC"T0 c' 10 E ° a0 MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) MAXIMUM TREAD DEPTH: 12" (INCLUDING NOSING) ., MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) °maci°c=E.7 o MINIMUM STAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE: 6'-8" (ABOVE NOSING) a *HANDRAIL NOTES: U o o m o `m E 'o ACTUAL CONSTRUCTION MUST COMPLY W/ R311.7.8 OF THE FLORIDA BUILDING CODE. HANDRAILS SHALL NOT BE LESS THAN 34' OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR V °• C C+ C o ® t,c°o NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 1 1/2" CLEAR OF ALL ADJACENT FINISH :5 o:5 Ll ao MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE 1 1/4"-2" IN CROSS SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, onj O O AND EDGES SHALL HAVE A MIN. RADIUS OF 0.01". HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. om°oyoc°mEFE2 STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR �pYF +o+ �m o oo � 2 THE PRODUCTS THEY PROVIDE OR INSTALL.�V\�� _n® ,w°L c ji'c3ccy` 0vm-0 vE.- J OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR .o AN ORNAMENTAL PATTERN SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH. THE GUARDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 20 LBS PER LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL. o w 4" SPHERE c GUARDRAILS SHALL NOT BE MAY NOT PASS LESS THAN 36" IN HEIGHT. THROUGH THE TRIANGULAR OPENINGS " SPHERE AT STAIR TREAD, RISER, & MAY NOT PASS BOTTOM SHALL BE SUCH THROUGH THAT A 6" DIAMETER SPHERE CANNOT PASS THROUGH. NOTE: NO PLUMBING VENTS TO BE VISIBLE FROM FRONT OF HOUSE NOTE: EXTERIOR WALLS TO BE 2x4 #2 SPF STUDS (U.N.0). AREA TABULATION 1st FLOOR: 1608 S.F. 2nd FLOOR: 1643 S.F. TOTAL A/C: 3251 S.F. NEW LANAI: _ /4-2 Sr- 182 S1": TOTAL COVERED 3433 S.F. NEW UNCOVERED BALCONY: 21y,�,�,� WALL LEGEND- EXIST EGEND EXIST WALL EXIST WALL TO BE REMOVED NEW WALL 1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS BEFORE THE START OF ANY DEMOLITION OR CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS FOR ACEQUACY AND SAFETY. SYSTEMS SHALL BE UPGRADED AS REQUIRED. 3. CONTRACTOR SHALL OBTAIN ALL APPLICABLE P-RMITS AND FORMS REQUIRED TO EXECUTE THIS PROJECT. 4. CONTRACTOR SHALL INSURE THAT ALL DEMOLITION CONSTRUCTION AND RENOVATION COMPLIES WITH ALL APPLICABLE CODES AND REGULATIONS IN EFFECT AT THE TIME OF PERMITTING. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COLLECTION AND DISPOSAL OF ALL TRASH, DEMOLITION MATERIAL, TRIMMINGS, REFUSE, ETC., FROM THE SITE. 6. CONTRACTOR SHALL SAVE AND RETAIN ON SITE ANY MATERIAL, EQUIPMENT, OR ITEMS DESIRED BY THE OWNER. 7. NEW CONSTRUCTION, TRIM, FINISHES, BRICK, ETC., SHALL MATCH EXISTING, ANY POSSIBLE DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE CONSTRUCTION. 8. DURING DEMOLITION AND NEW CONSTRUCTION, ANY UNAFFECTED AREAS SHALL BE ADEQUATELY PROTECTED FRDM THE WEATHER, STRUCTURAL DAMAGE, OR DAMAGE FROM NEW CONSTRUCTION. 9. ANY ELECTRICAL, PLUMBING, OR HVAC LINES TO BE ABANDONED SHALL BE TRIMMED AND CAPPED. 10. ALL AREAS WHERE NEW ROOF MEETS EXISTING ROOF AND/OR STRUCTURE SHALL BE ADEQUATELY FLASHED AND SEALED. 2nd FLOOR PLAN 36"H HANDRAIL (TYP.) OFFICE COP DRAWN BY: AA CHECKED BY: DATE: 3/21/19 SCALE: 1/4"=1'-0" ,TOB NUMBER: EBENER DWG N0: Al 6 OF SHEETS diallib m s o ` m o �.N°3 c C m� o o >,o m �.m C o.o C v o G °o.coc��ov m�. CC"T0 c' 10 E ° a0 00–` o"p°c°i°° ., °maci°c=E.7 o a U o o m o `m E 'o a00 o~ 3v E �,s- o i ' u "m®U V .ter V °• C C+ C o ® t,c°o Co�L° z ° 'M 40- o o ° c m :5 o:5 Ll ao w 4) E >,� 0--�� v'C 3 tc®=°0_ onj O O PA y dl4 U v, CL CL om°oyoc°mEFE2 o .0 o N °l U C 'v +o+ �m o oo � 2 _n® ,w°L c ji'c3ccy` 0vm-0 vE.- 3ac.. .o DRAWN BY: AA CHECKED BY: DATE: 3/21/19 SCALE: 1/4"=1'-0" ,TOB NUMBER: EBENER DWG N0: Al 6 OF SHEETS diallib ., as a .ter DRAWN BY: AA CHECKED BY: DATE: 3/21/19 SCALE: 1/4"=1'-0" ,TOB NUMBER: EBENER DWG N0: Al 6 OF SHEETS IF Ist FLOOR DEMO 'ALAN WALL LEGEND EXIST WALL EXIST WALL TO BE REMOVED NEW WALL 7 C) 2nd FLOOR DEMO PLAN limmilm's Oi O> p •a dl O U O C �dl . c• ,o UO C rO.. EO E p 0 00 0.0 'ODcac o v ap�.coc°cy 000.0 oo_'w Eo vdr Com, a > V V � y cam, ww 0w a#io o O'D u o >.c O c O O O: U 0 O- ,� N O U aLa O L � r `r$ L a� oo o° -0 N 'L mUp C'c'oOdg0U3 r cw- o CL >, M a:3 coo E n_o o m 0t o E E a m L U d N'O UIV 0 2 V N 0~ L L •+ Gyt,, O L c p�U co L CO Oma' C C — U+. V O o� N y U" U,5.O O O U C C N c U O c =' =* E U E:5E c U 3t5 0 �RAWN BY: AA CHECKED BY: DATE: 3/21/19 SCALE: 1/4"=1'-0" JOB NUOIER: EBENER DWG NO: A2 6 OF SHEETS w .. w � 9 CA �RAWN BY: AA CHECKED BY: DATE: 3/21/19 SCALE: 1/4"=1'-0" JOB NUOIER: EBENER DWG NO: A2 6 OF SHEETS Y prs,, TO +O+ C m W ,F c c c L 1-00— 0 0 - y.0 0 0 >,a N 'ppm C UC.CL�0 UcOEE.0 .0aO a+c QC c'DO "' a00 v „cc�OwO+ E°A0 O_OE oVvc U w=c.0LCy=O O 'O'OcNOW ,. :3 M 75� c L L ♦+ E ujro=0avE>,.C.B$p;IS O0 U Q 5 U c O+' 0 U c 0 v, - oUE>.0°r- 0 O�GOa4)3OO M D 7t -0L - dl 09 •U1 y Y1 c •C p U c `O 'C O'0 0 0�++ 0 C t L O a r•• O G. U O 0 O m U 0— o O O• --o lu UOO'O ro=�•y0 U.LD� 2L O m m.30 0 0 c Uw`. 0— c='m°E aE•ow��3 U � � � O O U .0 a 9 pq DRAWN BY: AA ,HECKED BY: �I DATE: 3/21/19 SCALE: FOB NUMBER: EBENER "t OF SHEETS A �x � c] o� w ctoD M 9 pq DRAWN BY: AA ,HECKED BY: �I DATE: 3/21/19 SCALE: FOB NUMBER: EBENER "t OF SHEETS I— — — — — — — — — — — — — — — — — — — ELECTRICAL PLAN LEI ELECTRICAL NOTES 1. ELECTRICAL OUTLET FREIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12 AFF (GENERAL) I KITCHEN INSTALLED HORIZONTALLY ® 50" AFF — BATHROOM INSTALLED HORIZONTALLY Q 44" AFF — LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF — 42" AFF GARAGE GENERAL PURPOSE — 2" AFF RANGE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. ALL SMOKE ALARMS SHALL BE LISTED & LABELED IN ACCORDANCE WITH UL217 & INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE & THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NEPA 72 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-12 7. GFIs (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CIRCUITS PER NEC, SECTION 210-8 NOTE: FIXTURES BELOW TO USE COMPACT FLUORESCENT BULBS IN ACCORDANCE WITH FBC EC R404.1 & R202 RECESSED MOUNTED CEILIIJG MOUNTED LIGHT FIXTURE LIGHT FIXTURE FANLIGHT COMBO { WALL MOUNTED Y LIGH- FIXTURE ELECTRICAL LEGEND ® 220V OUTLET PREWIRE & BRACE 110V OUTLET \ CEILING FAN W/ LIGHT J (B�G- FI GFI PROTECTED CEILING EXHAUST FAN FIXTURE (3tSB ELECTRIC/USB OUTLET RECESSED MOUNTEDWEATHER PROTECTED LIGHT FIXTURE P FAN/LIGHT COMBO OVER HEAD/FLOOR OUTLET SWITCHES CEILING MOUNTED LIGHT FIXTURE ELEC ELECTRIC PANEL PANEL WALL MOUNTED LIGHT FIXTURE SMOKE DETECTOR D (PER CODE) CEILING MOUNTED FLUOR. LIGHT CARBON MONOXIDE DETECTOR (PER CODE) PHONE JACK (VERIFY W/ BUILDER) FLOOD LIGHT W/ SENSOR O CABLE TV OUTLET C (VERIFY W/ BUILDER) O JUNCTION BOX �—� UNDER CABINET LIGHTING O SPEAKER PREWIRE OFFICE COPY @1 0 L r.• L .0 L01.a!+'aC�A�00AGN av- c° c C GrI C• p_UCOE°E� 00.0 r- «vo0 1 acz r,-*, ° az 6 L L,,oOvo.. oo_m Eo Uo,e °-- To- mv0ctoo+ o cc °tE>,.o °a;-0 O V w -80 or- .O.1- 80- C to O U C o 0 Co°•�y pLo°�r0+000 Zi _° H L ®paj •F) 7 L O C Co - 0 -0- 05 �'' L V01 5 - 'L c •o +�,,+ �N,E0 CA �o�oL a°�C on.° 3 .0 o I C �� O'w L 0. o C CO2= - U .o+ 0 0.2:a 'O N 2 U "' U .2 O 0 C 7 'O 0.0 U 4) N 0 3 U.3 v ® 0 n .o DRAWN HY: AA CHECKED BY: DATE' 3/21/19 SCALE: 1/4"=1'-0" JOB NUMBER: EBNER 17 SED: DWG NO: A 4 6 OF SHEETS i OFFICE COPY @1 0 L r.• L .0 L01.a!+'aC�A�00AGN av- c° c C GrI C• p_UCOE°E� 00.0 r- «vo0 1 acz r,-*, ° az 6 L L,,oOvo.. oo_m Eo Uo,e °-- To- mv0ctoo+ o cc °tE>,.o °a;-0 O V w -80 or- .O.1- 80- C to O U C o 0 Co°•�y pLo°�r0+000 Zi _° H L ®paj •F) 7 L O C Co - 0 -0- 05 �'' L V01 5 - 'L c •o +�,,+ �N,E0 CA �o�oL a°�C on.° 3 .0 o I C �� O'w L 0. o C CO2= - U .o+ 0 0.2:a 'O N 2 U "' U .2 O 0 C 7 'O 0.0 U 4) N 0 3 U.3 v ® 0 n .o DRAWN HY: AA CHECKED BY: DATE' 3/21/19 SCALE: 1/4"=1'-0" JOB NUMBER: EBNER 17 SED: DWG NO: A 4 6 OF SHEETS C m L rr .d�4.i,4T0.0C.•►C-•+OO+ �O �OOO tOOC0 47 C .0 O-MV00 C+C C W.CO20 0 E E® wt+.- 0QOQC'-0 oOQCOC om0-OmHO+Ey CC+ OO_'oV C"C.+C> .0Ut -C O -C O 70m O CVOLEO 4) 0 0CL 4v -0OLmo+ E At- U O H [~0� O® 0 C o+ V C O o CO®•yam. O t,wou L M L QwCLr+�+L•0000cc Q Lc 0-- 0 c n• �, ®.0 c o.: 3 w mHyHQ'aouai00 ow_oo+ v 0 dO0Q r.. O Q N V V �� H FEL ) '+O-, � O� C C 0 C v0 0 0 'O .+ r V j 00 O y C y'V) U� V 0 O Olt o=v u� O 0 0 3 DRAWN HY: AA CHECKED BY: [DATE: 3/21/19 SCALE: 1/4"=V-0" JOB NUMBER: EBENER REVISE DWG N0:: A5 6 OF SHEETS a 41W DRAWN HY: AA CHECKED BY: [DATE: 3/21/19 SCALE: 1/4"=V-0" JOB NUMBER: EBENER REVISE DWG N0:: A5 6 OF SHEETS � — — 1 -7 ) " )I 5 0. 0' CD 5 0. 0' OCEAN BLVD %IIA07 IV kv, 040 1�4 L IV t -, W—A m LOT AREA....... 6250 SF MAIN HOUSE........ 1608 SF BALCONY/LANAI .... 182 SF GARAGE ............... 369 SF WALKWAYS DRIVEWAY PAD ....188 SF RIBBONS................294 SF TOTAL LOT COVERAGE.... 2641 SF PCT ............ 42.2 % SITE PLAN - SCALE: �1 j � �ii•�i (,� � ,a I PNEECEIVED JUN 1 2 019 Building Dep rtment City of Atlantic ach, FL Z. ;erg �c ce3'a0o>,pci '0�3a°oCOL= -ogo O *CE 0. U o Oma+ C°�V Co7�C0 E p5,Aa+ 0U0 UCQa.rO CO Z 40r=.. Or'''' CL ��cngoa a° E°Pccc9a$a 0 0 0 v ° �g� 60- 2 W ITv'�v 0 t U.+0o52CF3 `��0� _ 02 o� EvpCC S; DRAWN BY: AA rRR—KED BY: DATE:. 3/21/19 SCALE: 1/4"=1'-0" [JOB NUMBER: EBENER r7 ED: 5/23/19 DWG N0: A/ 6 OF sHFXTs Pop r� o c> o w COD w DRAWN BY: AA rRR—KED BY: DATE:. 3/21/19 SCALE: 1/4"=1'-0" [JOB NUMBER: EBENER r7 ED: 5/23/19 DWG N0: A/ 6 OF sHFXTs