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1433 BEACH AVE-STRUCT1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318 LATEST EDITION BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301 LATESTDEAD LOAD. 7.0 PSF' EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" CEILING: LIVE LOAD: 1 PSF 2. ALL CONCRETE 00 S SHALL BE NORMAL WEIGHT CONCRETE 145 'PCF / ALL CEMENT SHALL c ) S L CONFORM TO ASTM C150, TYPE 1: MAXIMUM A ` 1 LIVE LOAD -STORAGE: 30.0 PSF 5 EAGGREGATE SIZE HALL BE 1 . S INCHES FOR 2 DEAD LOAD: PSF 50 S 3 FOUNDATIONS, AND FOR ALL SLABS AND HALL CONFORM T /a O S CO O O ASTM C33. FLOOR: P 3. MINIM' 8 UM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 2 DAYS. LIVE LOAD: 400 SF DEAD LOAD: 10.0 0 P SF 4 4 3000PSI CONCRETE SLAB WITH 6X6 W1 4 X W1 4 WWM OR 1/2 FIBERMESH OVER A 6 MIL DECK LIVE LOAD. 50.0 PSF EFFECTIVE AREA, SF G ENERAL NOTES EPOXY NOTES - 0-20 2 8.9 - 37. 9 28.9 -31. >> 20-5027.1 O 4. - 3 0 27.1 -29. 0 0 50-10025:6 V 2. - 3 2 25.6 1. CODESUSED. 2014FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ANCHOR BOLTS, REINFORCING R ING STEEL, THREADEDRODS, STAIR HANDRAILS, ANDOTH R W_ . a 0 -27.1 Z- W EDITION ACI NDS APA AND A SCE7 10, EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH OR EPDXY EPDXY:c� V �.�..� 2' T V Z M d' Z GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED O ED BY THE ENGINEER. NEER. MODIFIED PROCTOR MAXIMUM DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE IMP IMPORTANCE: 0 � STEMWALL M ` T B US E FILLED. m 0 cD 0 - 2. ALL DESIGN CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE I-- FRAMINGNOTES O S ENCLOSED BUILDING: - INTERIOR PRESSURE 'CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. DATA FOR ALL. EPO 2. MANUFACTURER'S O X D Y AN EPDXY GROUT SHALL BE SUBMITTED TO E 0 Lu - ALLREINFORCEMENT HALL BE 40 DEFORMED BARS CONFORMING O ASTM -A615. ALL 1. ' DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING ENGINEER FOR APPROVAL PRIOR TINSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE. G - ' CONCRETE REINFORCEMENT HALL BE FABRICATED INSTALLED, SUPPORTED AND PACED IN COEFFICIENT. 0.18 N T :THE OB SITE. PRIOR TO AND CONDITIONS A J T' HALL VERIFY. DIMENSIONS A CO 3. CONTRACTOR S O CONSTRUCTION. , 0 w w FORMS AND IN ACCORDANCE .WITH A „ SECURED 1N PLACE C 315< .DETAILS AND DETAILING F G O MATCH EXISTING ROOF S G 00 ICH. COMMENCING CONSTRUCTION. HILTI HY150 H L7I HSE2421 SIMPSON` STRONG -TIE ET R APPROVED EQUAL. m o z 3. ALL FRAMING ANCHORS SHOWNWN ON PLANS ARE SIMPS N. ALTERNATE CONNECTORS ORS ARE _ . ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER. DRAWINGS HALL BE ASSUMED TO BE TYPICALDETAILSFOR 4. DETAILS .FOUND WITHIN THESE S IN USING THE ABOVE PRODUCTS FOLLOW W TR THE O STRICTLY HE MANUFACTURERS P S ECIFICATIO J S , 7. Z o ;I F THIS B UNLESS NOTED DETAILS SHALL GOVERN CONSTRUCTION OR JO THIS JOB ONLY. ETA S S AND DIRECTIONS FOR MIXING AND AP P T LICA ION. HEED -ALL LABEL B WARNINGS., TALL S IN .. L F w 4: ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR; SOIL SHALL BE PRESSURE OTHERWISE ON THE PLANS. ACCORDANCE WITH APPLICABLE SAFETY LAWS. E z o 5. ALL WOOD DIRECTLYWEATHER SHALL BE PRESSURE TREATED. z o U tq WERE .NOT AVAILABLE AT THE TIME OF THIS DESIGN. N. THE_ 5. SUBSURFACE SOIL CONDITIONS, 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE ES IVE T S STRENGTH F O 8 0 0 a o F- a. O 0 T THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. OWNER SHALL PROVIDE O PSI AND TENSILE STRENGTH OF 2,300 PSI, 1 U LL b o w 7. DIMENSION LUMBER' D REPORT SHALL BE FOLLOWED UNLESS 'MORE -STRINGENT SOIL PREPARATIONS NOTED IN SAIO w w E PLANS` DESIGN OF THIS STRUCTURE WAS PERFORMED DESIGN IS SPECIFIED WITHIN THESE 4. ALL HOLES SHALL BE DRILLED WITH'A DIAMETER NO LARGER THAN A 1/8 GREATER THAN T E' , o cn w 7.3. ALL BEAMS AND JOISTS NOT ON SUPPORTING MEMBERS RS SHALL BE FRAMED WITH ASSUMING ZOOOPSF SOIL CAPACITY. ' DIAMETER OF THE STEEL MEMBER BEING INSTALLED. c o _ _ SiMPSON-STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL F THE N J S O O ENGINEER OF U ww RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS NG THE DIAMETER AND m I LIMITED T THE CHANGES SHOWN ON THESE PLANS 6. THE SCOPE OF WORK OF THIS PROJECTS O . ALL HOLES HA T 5 O S S LL BE CLEANED WITH COMPRESSED AIR AND SSE SHALL B E DRY PRIOR O O t0 o L 0 THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL INSTALLATION OF EPDXY. HOLES SHALL BE FREE FALL DELETERIOUS OUS MATERIAL'SUCH. S t N U cli o.- : m WATERPROOFING,MB N R ELECTRICAL WORK. ' MECHANICAL PLUMBING G O LAITANCE DUST DIRT AND IL. O 1 '04 1� c _ U) m>_ 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL i. CONTRACTORPERFORMING EPDXYWORK SHALLBE AN APPROVED CONTRACTOR. BY THE .. . e W Q 0 O O O AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES AND EXISTING/NEW ELEVATIONS. A R MANUFACTURER F URNISHIN THE EPO XY MATERIALS, AERIALS AND SHALL HAVE L O ESS THAN F FIVE z 0 _ a o .- _ co 00 NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN TH VARIOUS TYPES OF EPDXY RELATED WORK` REQUIRED O RED IN THIS O [ _ , M C CV to o e _. "".. n. 16 - 1 _ , d 0 62.x:3 1/2 INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION PROJECT. A NOTARIZED CERTIFICATIONATI ON FROM THE MANUFACTURER ATTESTING TO T E D o U M.1 O DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TRAINING SHALL BE SUBMITTED T THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL w af Z.- N TEMPORARY BRACING/SHORING: TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER '' DO THE WORK., 1 ♦ S • MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING ♦ • �. O _- W N 328 2 • m CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE AD TABLE BLE • .* RESPONSIBILITY OF T NT HE CONTRACTOR. k COMPONENT ONENT AN D CLADDING r E CONCRETE NOTES. O S ROOF.. DESIGN PRESSURES S z s s LIVE LOAD 20`0 PSF Q 0 O A � 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318 LATEST EDITION BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301 LATESTDEAD LOAD. 7.0 PSF' EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" CEILING: LIVE LOAD: 1 PSF 2. ALL CONCRETE 00 S SHALL BE NORMAL WEIGHT CONCRETE 145 'PCF / ALL CEMENT SHALL c ) S L CONFORM TO ASTM C150, TYPE 1: MAXIMUM A ` 1 LIVE LOAD -STORAGE: 30.0 PSF 5 EAGGREGATE SIZE HALL BE 1 . S INCHES FOR 2 DEAD LOAD: PSF 50 S 3 FOUNDATIONS, AND FOR ALL SLABS AND HALL CONFORM T /a O S CO O O ASTM C33. FLOOR: P 3. MINIM' 8 UM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 2 DAYS. LIVE LOAD: 400 SF DEAD LOAD: 10.0 0 P SF 4 4 3000PSI CONCRETE SLAB WITH 6X6 W1 4 X W1 4 WWM OR 1/2 FIBERMESH OVER A 6 MIL DECK LIVE LOAD. 50.0 PSF EFFECTIVE AREA, SF END ZONES PSF S INTERIOR ZONES PSF 0-20 2 8.9 - 37. 9 28.9 -31. >> 20-5027.1 O 4. - 3 0 27.1 -29. 0 0 50-10025:6 V 2. - 3 2 25.6 -28: z r 100-20024.6 W_ . 28.9 _ r- 24.6 -27.1 VAPOR BARRIER AN TREATED IL. D TERMITE T SOL CC G Q W '. m >> > O Lu (7 2 C9 0 0 U V U` M M 5. z r Z W W_ . N N co U) O Z- W LL, V �.�..� 2' T V Z M d' Z Q VAPOR BARRIER AN TREATED IL. D TERMITE T SOL a Q W '. m >> > R N WIND LOADS. (7 2 C9 0 0 W m U` Q.. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS ORGANIC MATERIAL WIND 'SPEED: 130 MPH U) _ NN_ _ VJ COHESIVE SOILS OR ANY HER DELETEROUSMATERIAL. SOIL BE COMPACTED TO 95% EXPOSURE: D 1.0 Z M d' Z MODIFIED PROCTOR MAXIMUM DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE IMP IMPORTANCE: STEMWALL M ` T B US E FILLED. ;.FOOTING. BUILDING CAE T GORY. II 0 O I-- FRAMINGNOTES O S ENCLOSED BUILDING: - INTERIOR PRESSURE V CC Q _6. ALLREINFORCEMENT HALL BE 40 DEFORMED BARS CONFORMING O ASTM -A615. ALL 1. ' DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING 3 , G CODE RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD ' O ' CONCRETE REINFORCEMENT HALL BE FABRICATED INSTALLED, SUPPORTED AND PACED IN COEFFICIENT. 0.18 N O CONSTRUCTION. FORMS AND IN ACCORDANCE .WITH A „ SECURED 1N PLACE C 315< .DETAILS AND DETAILING F G O MATCH EXISTING ROOF S G 00 ICH. V W CONCRETE REINFORCEMENT" 3. ALL FRAMING ANCHORS SHOWNWN ON PLANS ARE SIMPS N. ALTERNATE CONNECTORS ORS ARE _ . ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER. O - i i 7. CONTRACTOR SHALL VERIFY DIMENSIONS O S AND LOCATIONS OF ALL SLOTS PIP E.SLEEVES, ETC., ;I m F AS REQUIRED FOR MECHANICAL TRADES BEFORE E CONCRETE IS PLACED. 4: ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR; SOIL SHALL BE PRESSURE 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED PED FOR 36 BAR DIAMETER R S O 24 5. ALL WOOD DIRECTLYWEATHER SHALL BE PRESSURE TREATED. EINF R ORCEMENT. w a o N , >> > R N C7 (7 2 C9 0 0 C.i Q Q.. EINF R ORCEMENT. w 11. ONLY'DIMEN IO S N FOUND ON THE -FOUNDATION PLAN BY ALE S 'INC. SHOULD BE USED FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. 12. STEMWALL TO BE A' F SIX 6 COURSES TALL. CONTACT ENGINEER OF RECORD JF MAXIMUM O VJ STEMWALL WILL 6 EXCEED IX COURSES IN HEIGHT:. C S c) W 1 WH EMBEDDED 12 INTO STEMWALLS' THE TOP TWO F 3 ERE THREADED COURSES O D RODS'ARE E , STEMWALL M ` T B US E FILLED. O 14. FRAMINGNOTES O S 1. ' DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING 3 , CODE RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD ' O N CONSTRUCTION. L.L W 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 3. ALL FRAMING ANCHORS SHOWNWN ON PLANS ARE SIMPS N. ALTERNATE CONNECTORS ORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER. - i i OF RECORD 1F EQUALUAL CAPACITIES ARE NOT APPARENT. ;I F 4: ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR; SOIL SHALL BE PRESSURE TREATED. 5. ALL WOOD DIRECTLYWEATHER SHALL BE PRESSURE TREATED. I 3 I NAILS OR CONNECTORSS EXPOSED TO WEATHER SHALL BE GALVANIZED. D. 0 N6. c>N co C; M(O. 'O 7. DIMENSION LUMBER' 7.1. ALL MEMBER SIZES GIVEN'IN THE DRAWINGS ARE NOMINAL DIMENSIONS. c wQ �a _ U 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS: ca m 7.3. ALL BEAMS AND JOISTS NOT ON SUPPORTING MEMBERS RS SHALL BE FRAMED WITH c o _ _ SiMPSON-STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL F THE N J S O O ENGINEER OF U ww RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS NG THE DIAMETER AND m LENGTH PER THE DETAILS. S t0 o L 0 N U cli 8. ALL NAIL - AILS `UNLESS OTHERWISE NOTED. NAL S SHALL BE COMMON N I SIZES ARE DEFINED N a) J -0 zw BELOW: c _ U) m>_ U.... N 8d = 0.131 x 2-1/2"M a) d CD Q � 1 d 0.148" x 3" b 0 0 _ a o .- _ co 00 1 , 2d 0 148 x 3 1/4 M C CV to o e _. "".. n. 16 - 1 _ , d 0 62.x:3 1/2 rn N Y U v } U M.1 O 9. WHERE FRAMING DETAILS LS SHOWFOOTINGS SEE FOOTING DETAILS ON THE FOUNDATION PLAN tt SHEET. AND/OR THE FOOTING DETAILS SSH F t i F C E N 9 i 1 ♦ S • 10. CONVENTIONAL FRAMING -L LUMBER IS 2xNo.2SYP UNLESS NOTED OTHERWISE. U ♦ • �. O _- W N 328 2 • m c� • .* E r s • s s s 0 O A � _t � r ., OFFICE COPY 9-27-16 .Sheet No. REVIEWED FOR CODE LIAN CO COMPLIANCE CE CITY OF ATLANTIC ' C BEA CH O 1 SEE PERMITS FOR ADDITIONAL0 ■ REQUIREMENTS AND CONDITIONS REVIEWEDB Y. ...DATE. 2 '� - x 1 OF 4 U C9 EL S� d (9 C) Q C9 C9, m U C7 to W M r O W 0 S2.01' t , i ; W O 1 L cc Gc 1 G A O. ; 1-- [ Z O U , i d Im h Lr O e ,l I l 1 I O ! ! I ! i U LLW 1 4 k .s ! Lu cn E � k W 2: , „ w - 1" r , o U)w Ln S 0 ( I c[ : € [ : i .EXISTING RESIDENCE II [ 2 2X8 2.1 ! , ![ ! ! � 1 1 , ! 1! ! I 1 11!j I 1 3 N N I I ,, , c , i [ „ H I II E Q cn' 2 2X8 HEADER AROUND ![ [ z 0 [k , I CHIMNEY. FASTEN ENDS — !! O WITH LUS28 -2. �_ r E _.. _ ![ > o .01 S2 ! {![ i � N W z I i I IEEi {, REPLACE EXISTING SPP RT S 1 d [ W ITH NEW 6X6 PT NO. 3' SYP. PLACE 6x6 POST UNDER BEAM BEARING. FASTEN [ [ 1 i[ (I { 1 iA ! BEAM TO POST WITH 2 MSTA24. FASTEN POST TO , .1 ,! S2 0 O ! FOOTING WITH AB U6 6:USE 10d NAILS IN ALL HOLES. d [ ,! z i E d , [ i f k! I , li € 3 s 2X1 . FASTEN`PSEA T BEAM IS 4 4 I € „ s WITH D AT 2 TOGETHER S S 5600 1 C 2:01 S { ! .STAGGERED. SPLICEAT COLUMNS.O i 1 W , i! ,M s {, 2 2X8 2.1 U M c) !, [ Z W - 04 i N r i , Z s -M I u w ![ { i Z $$ J i I !s 1 i O I i ! 2 1 W I _.. Q 2 V -177777771-1 2X8 2.9 W Q / W , " Q A ALTERNATE. 4 W m I SOLUTI N O U m i S2:01 '^ M i--, O VJ M Z ii N d' i I o Z LL d , J € I s k O I- O I Q _ ; r v 5 p L I � O : [ EXISTING DECK BELOW S O I [ I V 0 r -Ei-Lz -E m € . E , ! i O O N R U .. O 0 ai0 : OL ARTIAL SECOND LEVEL -L ...DECK :PLAN `ca WAL PLAN. 9/4 1.0_ { SSP AT 24 O.C. WIT14 ALL HOLES FILLED WITH ' 8d NAILS.Z �^ i V J I ( , NO, 2 SYR HEADER I*YP. SEE PLANS: FOR SIZE PLIES AND NUMBER OF M KINGS AND CRIPPLES. I . f� i t L CRIPPLES TO HEADEk WITH M T n. S A18 WITH 6 10d IN HEADER() 8 100 IN CRIPPLE ;BEAM/LVL: SEE PLAN FOR SIZE AND PLIES. 4 S 6X6 PT O I N .2 SYP POST BEAM .6X6 PT N0.2 SYP POST: BELOW BEAMS. .. FASTENBEAM T POST WITH AC6 ALL FASTEN BEAMS T POST WITH L E4, ALL FILLED 4 NAILS, WITH 16d NAILS. HOLES HOLES FILLED WITH 6d 0: N V' w co : MCO O Lo C14I KING STUDS &CRIPPLES. 1 6 6d BETWEEN } �) �. W, ADJACENT KIN T a G S UIS AND CRIPPLES. — U I , m' m c� -0-0 c A BEM/LVL. EE PLAN FOR SIZE AN'DPLIE O N FOR SIZE AND PLIES: BEM S S o BEA M/LVL. SEE PLA O ww U TOP VIE1N TOP VIEW Lo 0 co L v N i U I J'- BEAM/LVL. SEE PLAN FOR SIZE AND PLIES. ALL CRIPPLES AND K�'INGS T �( 2 O BOTTOM PLATE a� a� a� cu BELOW WITH SPH 0 WITH (1 0) � 8d; Q a� Ia _ o L , o vl `1S EXISTING SECOND LEVEL WALL , 0 <n Co r v 1. N to N < ca 0 S i 1 1 n . E TO ,1 5/4 PTD KIN FA DECKING FASTENED S U 1 , 4 I EE .PLAN FOR SIZE AND PLIES. , O FOR SIZE AND PLIES: BEAM/LVL. S S 11 BEAM/LVL. SEE PLAN O S r� . •GALV DECK ... " .. . f T WITH 2 3/16 .'JOS S HINT t t t ER ECTI N. AT EA S O � t SCREWS C ♦ t J s ♦ J J W AY i h N 4 2X8 JOISTS AT 16,1 O.C. FASTEN N TO • { { » E _N 9 BAND WITH L 2 US 8. . • .'Q 6X6 PT N0.2 SYP POST BELOW BEAM. 6X6 PT N0.2 SYP POST- BELOW BEAM. E 1 • 4 i : V 5. •.. 2X12 BAND BOARDRD BOLTED TOFASTEN BEAMS TO POST WITH AC6 ALL FASTEN BEAMS TO POST WITH LCE4 ALL m , HOLES FILLED WITH 10d NAILS. HOLES FILLED WITH 1Od NAILS G ITH 2 ROWS OF 1/2" LAG i * - _ w 9 SCS AT 12 REWO.C. STAGGERED. C O. EXISTING FLOOR SY .TEM AT 1 ,. 6 O.C. FASTEN E BOTTOM PLATE TO ND BOARD WITH 1511 Si' 111. i EXISTING BASE PLATE CS16, 9 ON BAND B ARD, 6. r ON BOTTOM 0 s F R O w r PLATE._FILLALL.HOL S WITH 1Od NAILS,� S .. {d E 0 . L ELEVATION N ELEVATION VIEW EXISTING FIRST LEVEL WALL. VIEW - x r e h S eet No. �•\ O ELEVATI N .SIDE E C RNER O NG �3/1 LEVATION__ 1 03/4 3/4 1 0 3 S2,01 s OFFICE 3 of 4