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1296 BEACH AVE - INTERIOR REMODEL DWGSCHANDLER RESIDENCE 1296 BEACH AVENUE ATLANTIC BEACH, FLORIDA SHEET INDEX SP1 SITE PLAN EX1 EXISTING FLOOR PLANS D1 DEMOLITION FLOOR PLANS Al PROPOSED FLOOR PLANS A2 EXTERIOR ELEVATIONS A3 ELECTRICAL PLANS S0.1 GENERAL NOTES, DESIGN CRITERIA & PARTIAL 2ND FLOOR CEILING FRAMING PLAN S1.1 FIRST FLOOR PLAN, SECOND FLOOR PLAN S2.1 SECTIONS & DETAILS ■ K,F,VW F. M UL, L, I CAN P F,SIGN1�I? C 90h> 641-3871 EXISTING HOME, FOOTPRINT TO REMAIN THE SAME. COVERAGE OF LOT DOES NOT CHANGE. EAENo: - DATE: REVISIONS: 2 3 4 PF NOVTIOHOME, N ' P -,,,AN & F H 1 L- CHANPL� h ARCH I1'r,- Cl1-UhAL- 5I1 -F, PLAN lhis drawing Is an instrument of service and the property of Kevin E. Mullican. and *hail OFFICE COPY remain r dptr�: «� �e this ,drawing pared and publication thereof is expressly limited to such use. Job Na 16-217 Sheet No: REVIEWED FOR CODE COMPLIANC g/20/ 20i7 CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONALscdo�-'-_ III = 10'-0” REQUIREMENTS AND CONDITIONS Drawn: REVIEWED BY tk DATE: ..Chedced: 101' oo TYPEOF CONSTRUCTION `- .,,_ _ ,_„_.._.... * A FOUNDATION SURVEY SHALL BE - -,_, _ ,- - -„_„_, _ _ ,_.,_,._ _ ..,_ ._ _ ,_.,_. _ ,_ _ _„_. _ _„_... _. _ .,._, .._ _„_,..._ _ ,_ _,._ ..„_ . _„_,._. _ ._ _„_, _ _ ,_„_„_ _ ,, ,,. _ _ ._. _.,_ ._ _„_.,_ * TYPE 5B OCCUPANCY CLASS: GROUP R-3 PERFORMED AND A COPY OF THE 0 FLORIDA BUILDING CODE - BUILDING - 2014 EDITION - SURVEY SHALL BE ON THE SITE FOR - FLORIDA BUILDINGCODE - RESIDENTIAL - 2014 EDITION FLORIDA BUILDING CODE - PLUMBING - 2014 EDITION THE BUILDING INSPECTORS PRIOR FLORIDA BUILDING CODE - FUEL GAS - 2014 EDITION TO FRAMING' INSPECTION OR ALL FLORIDA BUILDING CODE - MECHANICAL - 2014 EDITION PROPERTY MARKERS SHALL BE NATIONAL ELECTRICAL CODE - 2011 EDITION - - -- --- - ----- ----- - - ----- ---------------------------------------------------- , EXISTING HOME,... NFPA 101 LIFE SAFETY CODE - WITH FLORIDA MODIFICATIONS - 2010 EDITION NFPA 101 EXPOSED AND A STRING STRETCHED' FOOTPRINT TO FLORIDA FIRE PREVENTION CODE - 20`14 EDITION FROM MARKER TO MARKER TO IL -_ REMAIN THE SAME. „ , UNDERGROUND OR OVERHEAD CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES. ii ° UTILITIES IN VICINITY OF PROPOSED EXISTING WORK. CABANA _ t -------------'------------------.---------------------------------------------------------- - CODE REQUIREMENTS * NO UNDERG, -1, ERNEAD UT_I__LIT- E`S..IN VICINITY OF PROPOSED O WORK ' ■ K,F,VW F. M UL, L, I CAN P F,SIGN1�I? C 90h> 641-3871 EXISTING HOME, FOOTPRINT TO REMAIN THE SAME. COVERAGE OF LOT DOES NOT CHANGE. EAENo: - DATE: REVISIONS: 2 3 4 PF NOVTIOHOME, N ' P -,,,AN & F H 1 L- CHANPL� h ARCH I1'r,- Cl1-UhAL- 5I1 -F, PLAN lhis drawing Is an instrument of service and the property of Kevin E. Mullican. and *hail OFFICE COPY remain r dptr�: «� �e this ,drawing pared and publication thereof is expressly limited to such use. Job Na 16-217 Sheet No: REVIEWED FOR CODE COMPLIANC g/20/ 20i7 CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONALscdo�-'-_ III = 10'-0” REQUIREMENTS AND CONDITIONS Drawn: REVIEWED BY tk DATE: ..Chedced: * A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE 0 - SURVEY SHALL BE ON THE SITE FOR - THE BUILDING INSPECTORS PRIOR TO FRAMING' INSPECTION OR ALL PROPERTY MARKERS SHALL BE EXISTING HOME,... EXPOSED AND A STRING STRETCHED' FOOTPRINT TO o FROM MARKER TO MARKER TO REMAIN THE SAME. VERIFY REQUIRED SETBACKS. NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED EXISTING WORK. CABANA _ t -------------'------------------.---------------------------------------------------------- a rch”itectural site plan SPS SCALE: 1'+ = 10'-0” ■ K,F,VW F. M UL, L, I CAN P F,SIGN1�I? C 90h> 641-3871 EXISTING HOME, FOOTPRINT TO REMAIN THE SAME. COVERAGE OF LOT DOES NOT CHANGE. EAENo: - DATE: REVISIONS: 2 3 4 PF NOVTIOHOME, N ' P -,,,AN & F H 1 L- CHANPL� h ARCH I1'r,- Cl1-UhAL- 5I1 -F, PLAN lhis drawing Is an instrument of service and the property of Kevin E. Mullican. and *hail OFFICE COPY remain r dptr�: «� �e this ,drawing pared and publication thereof is expressly limited to such use. Job Na 16-217 Sheet No: REVIEWED FOR CODE COMPLIANC g/20/ 20i7 CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONALscdo�-'-_ III = 10'-0” REQUIREMENTS AND CONDITIONS Drawn: REVIEWED BY tk DATE: ..Chedced: 000 I -- I i I I 1 i ----------------- - --r-i-----rr----i-r-- II 1► II I I II it II I I II II iI I second floor plan EX 1 SCALE: 1/4' = 1'-0" iI II II II II II 11 II 1I El D KEVIN 1�. M UL, L, I CAN P F,51GNF,f' No: DATE: REVISIONS: 1 2 4 HOMF., PFNOVATION T FOP-,, FP�,,AN & PHIL, �X151'1NG FL -OCT PL-AN5 We drawing Is an Instrument of service and the property of Kevin E. Mulligan. and *hall remain his roperty. The use of this drawing shall 2 f�+ be to the original site for which R b Wv- irst floor pla, pubibation thereof b wpvesly limited to EX1 SCALE: 1/4" = 1'-0" Job No:16-217 Sheet No: Dater 912012017 OFFICE Scale: 411-11-011 COPY Drawn: K,�,M - X1 Checked iJ_ REMOVE EXISTING CABINETS AND I I REMOVE TING REMOVE EXISTING DOOR - APPLIANCES - SAVE FOR REUSE. FLOOR � FS AREA. SAVE FOR REUSE. F- - - - - - - - - - - --- - - - - - - - - - - - - - - - - - I REMOVE EXISTING - - - - - - ISLAND- SAVE FOR REUSE. I I ----------I----- L--------- - - - J __j I I REMOVIt EXISTING1 I I II REMOVE EXISTING I I SLIDING1 FRENCH DIObR - I INTERIOR WALLS, SAVE �6R REUSE. DOORS, PLUMBING REMOVE1EXISTING FIXTURES AND INTERIOR STAIRWAY. FINISHES. f I �/'7I'�9z Irma - JL L _J J1 r-------- - - - 7 U - - - - - - - - - - - - - - - - F ---------------- 0 second floor Ian SCALE: 114, 101 ------------------II II Ii II II iI II II- 01 0 'TING kLLS IS. 21 At KEVIN �, MULLIGAN P F�'51GN�p (904) 641-3871 a �v N * DAT No: F.D DATE: E.- REVISIONS: A I 0 E HC MF PFNCAA-'ICSN FOIA FP -,,AN & PHIL, ■ FL -001? PIANO This drawing Is an Instrument of service and the =rty of Kevin E. Mullican. and *hall be =1s raperty. The use of this drawing shall to the "Ind site for which it Is pre- pared and publication thereof Is expressly lknRed to such use. Job Na 16-217 ShOst No: Date: 912012017 OFFICE COPY Sods: 411-11-011 Draw: Checited --------J-I----JJL IL REMOVE EXISTING --------- OF L 1-9 1 EXTERIOR WALL FOR NEW WINDOW. REMOVE EXISTING RI INTERIOR WALLS, INTERIOR n DOORS, PLUMBING FIXTURES AND F1 FINISHES. i0o - - - - - - - - - - - - - - - - F ---------------- 0 second floor Ian SCALE: 114, 101 ------------------II II Ii II II iI II II- 01 0 'TING kLLS IS. 21 At KEVIN �, MULLIGAN P F�'51GN�p (904) 641-3871 a �v N * DAT No: F.D DATE: E.- REVISIONS: A I 0 E HC MF PFNCAA-'ICSN FOIA FP -,,AN & PHIL, ■ FL -001? PIANO This drawing Is an Instrument of service and the =rty of Kevin E. Mullican. and *hall be =1s raperty. The use of this drawing shall to the "Ind site for which it Is pre- pared and publication thereof Is expressly lknRed to such use. Job Na 16-217 ShOst No: Date: 912012017 OFFICE COPY Sods: 411-11-011 Draw: Checited EXISTING DECK 8'-0" 3030 AWN 3034AWN EXIST J ro 00 L � � I i - o 36" COOKTOP I { EXISTING i x EXISTING DECK W DECK 32" I DW I I OVEN r-,--- r-1-----i-r-- I II II II i 42" I I li Il 11 I REF I I II fl II i II Ii II I NEW PREP I I I OPEN ISLAND TO -j- 5'x4! 0 BELOW 00 - 0 Q ai I I I U. d i I I II II II 1 24" 1 PANT NEW I I I I I I I I I I I I I I t l I CAB KITCHEN I I( I I I I I MATCH EXISTING I I I I I I I CEILING HEIGHT I I 1 1 I I I I - 1I EXISTING I I I I I f l I I ISLAND_ 4'x-86" l i iEXISTING Ilf III J I I IPORC I I.. r------ VAULTED-' ---fO-- x 1 I I EXISTING i EXISTING LIVING PORCH EXISTING 8' PLATE I VAULTED I { ING EXISTING STUDY / GUEST 9' CLG SEAT second floor plan SCALE: 1/4" = 1'-94 EILING I I I IFD (108" DIVIDED BY 7.2 =15 RISERS) I I I II it II 1 I I I I I I OFFE4 -- 1 ----07777 i JL DG 1 I I I I I I I I I I I I I I i i I PROVIDE MINIMU06'8" HEADROOM. OPEN--- TO ----- BUILT-IN DESK THAN 34" AND NT GREATER THAN 38" HIGH. Ir PROVIDE CIRCU R HANDRAIL WITH I it II II I I I I I OUTSIDE DIAMETR OF AT LEAST 1 1/4" = ABOVE AND NOT GREATER THAN 2". J ---------------------------------------'--------------- I I I 1 it II II i 0 `. _ J i I / I (2) 2826 FIXED / MATCH EXISTING UPPER SASH SIZE / / ALIGN WITH WIDOWS ABOVE. I I I I I I I N o pU) o I- II II 1Io --------LJ-----jam -- I L I I EXIST 1 DI -' { LJ LAUNDRY I _ WWU~� I NE00 o M W POW 0C14 1 IWC to 5' x 5' NQ_j_ N Q I EXISTING BATH r N NEW III NEW f FAMILY / -- FLYER 4-4 " ENTRY � I SUN ROOM W Ye AGE. OPEN TO SECOND Z � t v1 L UNDER — FLOOR 9' CLG ING EXISTING STUDY / GUEST 9' CLG SEAT second floor plan SCALE: 1/4" = 1'-94 #3 KICIAi #4 HOMF, F -,T -NOVATION 0P,,, F P -,,AN & P H I L- AI?CH I1T-- C-"UhAL- FL001, PLANS This drawing is an Instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the a%lnd site for which it is pre- pared and publication thereof is eapvesiy limited to such use. Job No: 16-217 Sheet No. Date: 912012017 Sade: 1 / _ ,0Al OFFICE COPY Drawn: K M. Chocked: - ■ MULLIGAN Y>�SIGN�p C904J 641-3£3-11 X151% 5QUA\F FOOfA6F NOTE: EXISTING SQUARE FOOTAGE DOES NOT CHANGE. 0 Nos DATE: REVISIONS: i21 3 4 NOTE: NEW STAIRS TO HAVE 7.2" RISERS. (108" DIVIDED BY 7.2 =15 RISERS) PROVIDE NOSING SAF NOT LESS THAN 3/4 " AND NOT MORE TNAN 1 1/4". TREADS ARE 11'": §_ PROVIDE MINIMU06'8" HEADROOM. CONTINUOUS H DRAIL TO BE NOT LESS THAN 34" AND NT GREATER THAN 38" HIGH. PROVIDE CIRCU R HANDRAIL WITH OUTSIDE DIAMETR OF AT LEAST 1 1/4" AND NOT GREATER THAN 2". ---------------------------------------'--------------- 0 `. / (2) 2826 FIXED / MATCH EXISTING UPPER SASH SIZE / / ALIGN WITH WIDOWS ABOVE. — — ---- -'Z N o pU) CO1 { _ WWU~� I 1 EXISTING NQ_j_ N Q I BATH NEW III NEW f -- FLYER 4-4 " ENTRY � I W Ye AGE. OPEN TO SECOND Z � t v1 L UNDER — FLOOR U c ----------------- C14 (L { { STAIRS TO w t ----------------- I I------ I I _OPEN_T_— --- EXI;STCLG I I i NEW STORAGE 11 c o X QI I I CLOSET 11 II c I II I '1 EXISTING 3068 i ® SOLID BEDROOM CORE - — — — — I HATCHEO'AREA I I DENOTES NEW I II CONSTRUCTION.` s :r• { i I Ibar Z/ f 1: U \ \i a � EXISTING `� I I EXISTING A/C C7ARAGE I -- ----------- ----- TO REMAIN. I I ----------- M -T I _7 / / LIN / NEW NEW BEDROOM z ------- BEDROOM #3 KICIAi #4 HOMF, F -,T -NOVATION 0P,,, F P -,,AN & P H I L- AI?CH I1T-- C-"UhAL- FL001, PLANS This drawing is an Instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the a%lnd site for which it is pre- pared and publication thereof is eapvesiy limited to such use. Job No: 16-217 Sheet No. Date: 912012017 Sade: 1 / _ ,0Al OFFICE COPY Drawn: K M. Chocked: - ■ MULLIGAN Y>�SIGN�p C904J 641-3£3-11 X151% 5QUA\F FOOfA6F NOTE: EXISTING SQUARE FOOTAGE DOES NOT CHANGE. 0 Nos DATE: REVISIONS: i21 3 4 PRst eievatfc 4 n eat P --qt OFFICE COP No: DATE: REVISIONS: 1 2 3 4 ................. j EXISTING ELECTRICAL TO REMAIN EXISTING ELECTRICAL TO REMAIN --------- ---- ____ - - - - - - - - - - - - -- - - - second fl SCALE: 1/4" = T-0.1 /----------_-------------- TO LIG TS & S"ITCH ABOVE--,,,, TO LIG TS & SAITCH ABOV51 EXISTING ELECTRICAL TO REMAIN SCONCE REC — — — — — — — — — — — — — — — — — — 144 1 F x SC( IF EC AEC DI EXISTING EXISTING ELECTRICAL ELECTRICAL TO REMAIN TO REMAIN TO EXISTING LIGHTS IN GARAGE EXISTING ELECTRICAL TO REMAIN - ----------- 1\ ---------- KEVIN F. MUL,LICAN n1,SIGNF�lp 904) Hsi --58-7i KAY .......... .............. 220 VOLT OUTLET 220 6 ......................... WKP\PP\OOIOU1 T Wr & . -.I--. ............. �LOOp OUTLET 01 .................. (Ar 01 ......................... OUTLET - 44" A.F.F. 6 . .......... I ............. OUTLST ['.ST 5por . ......... .............. M\C�55�p INTEFIop\ 5POf KFC (D . ....... ................ P\�C�55�i9 CAN 1,16HT kFG Wr O......................... FW00 . . ...... .......... I ...... FI OOP U61df PWAW . ......................... FENPAW FIXTUF\� 5coma ...... ........ WALL MOLINtt9 FIXTUP ........ CELIN6 MOUNTER FIXTU� 4 TUIX FWOM\5aNT FIXTLFI� 2 TUM FWOM,5C�NT NXTUI� PPF,-WM FOP, GING PAN WTH 1,16ff FAN/ 1,10W ......... .............. �XH&5T FAN WITH LIGHT ....... .................. 51MTCH ............. WAY 5WITCI- ............... ...... I- .... I I . . PI5C0ftCT 5WITCH 0 .... I ............... JUNCTION COX n............... .... I_- CAN,TV 1 FHON� ........... . I ........ PHONE [3 .......................... IfHEPM05TAT 1:3 ............. I ............ 5maPmcfoP No: No: DAT E: REVISIONS: Al A 1 A 1 HOMF PFNOVATION FOP,, FP�,,AN & PHIL, C N1-�N 1� � � PLANS This drawing le an Instrument of service and the property of Kevin E. Mullican. and *hall remain his property. The use of this drawing shall be restricted to the original site far which R Is pre— pared and publication thereof Is apvWy limited to such use. Job No: 16-217 Shed Na Date: 912012017 OFFICE COPY Sods: 1/411-11-011 Drawn: UM A5 Checited: A (b CAB GFI,-G41 'NA- M&FI G ND t�AB E -T 1@911 GF1 COOKTOP _j RE C .1 --'.REC % 1V REC WRr' GFI I OVEN t 9 1 I/DW zi PEN�NT 220V i NEW PREP ► I f GFI II OPEN IV ISLAND iITO ----------------- ---------------- \REC REC REO' P 1 ii BELOW _r T_ REF - --------- -------- - I F r VFI (D: \REC REC REC *fy, I I EXISTINQ I I I EXISTING EXISTING EXISTING I I ELECTRICAL I I I ISLAND ELECTRICAL ELECTRICAL I I TO REMNN I I TO REMAIN TO REMAIN PENTDA01, L_ 4 REC REC REC OFFEE GFI 7 GFI LIND CAB L Do — — — — — — — — — — - 7 LA I1 11 11 i z 3: 11 11 1 1 - 0 I I EXISTING L-1- _L J_ _j __L ELECTRICAL J_ _j TO REMAIN GI P ICE ................. j EXISTING ELECTRICAL TO REMAIN EXISTING ELECTRICAL TO REMAIN --------- ---- ____ - - - - - - - - - - - - -- - - - second fl SCALE: 1/4" = T-0.1 /----------_-------------- TO LIG TS & S"ITCH ABOVE--,,,, TO LIG TS & SAITCH ABOV51 EXISTING ELECTRICAL TO REMAIN SCONCE REC — — — — — — — — — — — — — — — — — — 144 1 F x SC( IF EC AEC DI EXISTING EXISTING ELECTRICAL ELECTRICAL TO REMAIN TO REMAIN TO EXISTING LIGHTS IN GARAGE EXISTING ELECTRICAL TO REMAIN - ----------- 1\ ---------- KEVIN F. MUL,LICAN n1,SIGNF�lp 904) Hsi --58-7i KAY .......... .............. 220 VOLT OUTLET 220 6 ......................... WKP\PP\OOIOU1 T Wr & . -.I--. ............. �LOOp OUTLET 01 .................. (Ar 01 ......................... OUTLET - 44" A.F.F. 6 . .......... I ............. OUTLST ['.ST 5por . ......... .............. M\C�55�p INTEFIop\ 5POf KFC (D . ....... ................ P\�C�55�i9 CAN 1,16HT kFG Wr O......................... FW00 . . ...... .......... I ...... FI OOP U61df PWAW . ......................... FENPAW FIXTUF\� 5coma ...... ........ WALL MOLINtt9 FIXTUP ........ CELIN6 MOUNTER FIXTU� 4 TUIX FWOM\5aNT FIXTLFI� 2 TUM FWOM,5C�NT NXTUI� PPF,-WM FOP, GING PAN WTH 1,16ff FAN/ 1,10W ......... .............. �XH&5T FAN WITH LIGHT ....... .................. 51MTCH ............. WAY 5WITCI- ............... ...... I- .... I I . . PI5C0ftCT 5WITCH 0 .... I ............... JUNCTION COX n............... .... I_- CAN,TV 1 FHON� ........... . I ........ PHONE [3 .......................... IfHEPM05TAT 1:3 ............. I ............ 5maPmcfoP No: No: DAT E: REVISIONS: Al A 1 A 1 HOMF PFNOVATION FOP,, FP�,,AN & PHIL, C N1-�N 1� � � PLANS This drawing le an Instrument of service and the property of Kevin E. Mullican. and *hall remain his property. The use of this drawing shall be restricted to the original site far which R Is pre— pared and publication thereof Is apvWy limited to such use. Job No: 16-217 Shed Na Date: 912012017 OFFICE COPY Sods: 1/411-11-011 Drawn: UM A5 Checited: DESIGN CRITERIA a FOUNDATIONS THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 5TH EDITION. AN THE LATEST PROJECT SHALL INSPECT AND SPECIFICATIONS OR CODES SHALL ME INFER REGISTERED IN THE STATE OF PRO REFERENCE TO OTHER STANDARD SPE A GEOTECHNICAL ENG 3 I 3 13 III REFS 1 THE ADE UACY OF ALL SUBGRADES, FILLS, AND BAC ILLS BEFORE PLACEMENT OF LI T ASSURE Q ------------------,-- FOUNDATIONS, FOOTINGS, SLABS, ETC. WRITTEN ACCEPTANCE OF THE WORK INSPECTED AND - -�-- - - - - - - - - - PRESCRIPTIVE COMPLIANCE METHOD PRESSURE SHALL B SUBMITTED TO THE ARCHITECT I (METHOD OF COMPLIANCE............:................................................. VERIFICATION OF ASSUMED SOIL BEARING 11 AND STRUCTURAL ENGINEER._ I 2 F A D O OF 0 2 1 1 STITUTED O A N D I STEEL ZONE ' SUPERIMPOSED LIVE LOADS: ............................ ........ 20 PSF ROOFS AND CANOPIES. (REDUCIBLE) .......................................... FOLLOWING: L CONFORM TO THE FOL ALL STRUCTURAL STEEL SHALL ALL ZONES I STAIRS ....................... 40 PSF REDUCIBLE......................................................... ...................................... .............. 40 PSF FLOORS (REDUCIBLE) R PLATES ANGLES & MISC FRAMING ASTM A36 FOR 1 -49.8 WIND LOADS. ASTM A500,GRADE B FOR TUBES 2 -58.3 ULTIMATE WIND SPEED ..:..........................:................................._.......................................130 MPH NOMINAL WIND SPEED ................ .... ............ .......................................... ........:.... ............... . 101 MPH ALL CONNECTION BOLTS SHALL CONFORM TO ASTM A325. 3 -58.3 . ....... ....... ........ ... ............. 18 FT MEAN ROOF HEIGHT RISK CATEGORY ............... .........:.... :....... .......................................... ............. ................ II WELDING OF STRUCTURAL STEEL SHALL BE PER AWS D1.L LATEST EDITION. -84.5 URE ............................... ....... .................................................. ....... .................. D WIND EXPOS CLOSED EXPOSURE CLASSIFICATION ....................................................... ••••......... ••.•.•••• .................. EN E ISN'T CALLED -OUT ON WELD SYMB WHERE FILLET WELD SIZE L, FILLET SIZE SHALL BE 1/16" -84.5 INTERNAL PRESSURE COEFFICIENT ............................................... ........: ...•. ....................f 0.18 SMALLER THAN THE THICKNESS OF THE THINNER OF THE ELE ENTS TO BE WELDED. ZONE DIRECTIONALITY FACTOR (Kd................................................. ..0.85 ) .PER CODE SHAP E FACTORS ............................. ......... ... ......... ............... STRUCTURAL STEEL SHALL BE SHO P PRIMED PER SSPC PAINTS STEM NO. 7 .00. PRIMER SHALL L BE ........... SSPC PAINT WITH A MINIMUM DRY FILM THICKNESS OF 2.0 MIL CES TO BE . OMIT PAINT AT SURFACES 4 S REGION. IMPACT RESISTANT BUILDING IS LOCATED IN THE WIND BORNE DEBRIS THIS BUI TOUCH-UP BOLT HEADS NUTS, FIELD WELDS, A FIREPROOFED. , WITH D ABRASIONS IN SHOP PRIMER W i IS REQUIRED. GLAZING Q SAME PAINT. +37.2 5 -66.7 BETWEEN SPECIFICATIONS NOTES, AN IF ANY DISCREPANCIES BE , NOTED THE MORE DRAWINGS ARE , NOTES: CONCRETE STRINGENT REQUIREMENT GOVERNS. AREAS LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE. AND CURING G SHAL L N PLACING A ALL CONCRETE PROPORTIONING, MIXING,. TRANSPORTATIO , NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. 3) SEE DIAGRAMS FOR ZONE LOCATIONS. CONFORM TO ACI 301. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF MISC STEEL SHOWN ON THE SHELF ANGLES LINTELS SUPPORT STRUCTURAL SUCH AS S , RT MEMBERS FOR CURTAIN WALL ALL CONCRETE SHALL BE LABORATO RY DESIGNED AN D CONTROLL ED TO MEET T HE R OPENINGS AND PERIMETER MASONRY AND EDGE ANGLES FOR OR MA ONR ER GOND ITIONS. IT IS THE INTENT OF REQUIREMENTS OF ACI 318 AND THE PROJECT'S DESIGN BUILDING CODE. Q THE SE DRAWINGS THAT THESE ITEMS ARE FIELD ATTACHED B FIE LD WELDING OR FIELD BOLTING TO MEET TOLERANCES QUIRED BY THE OTHER TRADES, T MAY BE MORE SE TOLERANCES M it CONCRETE IS PROHIBIT ED. R SALTS IS C USE OF CALCIUM CHLORIDE, CHLORIDE IONS` OR OTHER ES. STRINGENT THAN AISC TOLERANCES. CONCRETE SHALL CONFORM TO THE FOLLOWING.. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS I ND DETAILS WITH THE EXISTING W/C RAT F c a, 28 DAYS TYPE AGGREGATE IO MAX LOCATION -�� CONDITIONS AND REPORT ANY DISCREPANCIES TO THE EOR P OR TO THE COMMENCEMENT OF .4,000 NORMAL WEIGHT SLAB -ON -GRADE 0.50 SHOP DRAWINGS. 0 4ou BE BETWEEN 1 /o & / THE AIR CONTENT IN ALL CONCRETE To WEATHER SHALLPOST INSTALLED ANCHORS FOR REINFORCEMENT SHALL BE AS NOTED BELOW, OR PER LATEST ACI. POST- INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPE C IFIEDONT HE CONSTRUTION CONCRETE PROTECTION 318 FOR CONDITIONS OTHER THAN THOSE LISTED: CONTRACTOR SHALL OBTAIN APPROVAL FROM DOCUMENTS. THE C THE EOR PRIOR TO INSTALLING POST- INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN-PLACE CONCRETE CAST AGAINST EARTH ANCHORS. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE MANUFACTURERS WRITTEN INSTRUCTIONS. SUBSTITUTION WITH THE QUESTS FOR PRODUCTS OTHER BEAMS AND COLUMNS ................................1 1/2" FROM TOP THAN HOSE SPECIFIED D BELOW SHALL BE SUBMITTED BY THE CONTRACTOR TO THE EOR SLABS ON GRADE ........................................................................ ..2„ FORMED CONCRETE EXPOSED TO EARTH OR WEATHER...................2" ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED COMPONENT & CLADDING DESIGN WIND PRESSURES (PSF) ROOF ZONE 10 SF 50 SF 100 SF ALL ZONES + 45.6 +42.7 +41.4 1 -49.8 43.9 -41.4 2 -58.3 -52.4 -49.8 3 -58.3 -52.4 -49.8 10 & 20 -84.5 -78.6 -76.0 3o -84.5 -78.6 -76.0 WALLS ZONE 10 SF 100 SF 500 SF +49.8 +42.4 +37.2 4 -54.1 -46.6 41.4 +49.8 +42.4 +37.2 5 -66.7 -51.8 -41.4 NOTES: 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT (SF) TRIBUTARY AREA SHOWN. FOR OTHER TRIBUTARY AREAS LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE. 2 POSITTV PRESSURES TOWARD THE BUILDING. E NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. 3) SEE DIAGRAMS FOR ZONE LOCATIONS. 4) ALL PRESSURES URES SH OWN ARE ULTIMATE PRESSURES. , a-_ 3 -10„ ---------------------- LOWE --r 3 1 3 1 3 1 I STRUCTURES INC. 3 I 3 1 3 11651 Central Pkwy. -I-=------ ----'-------------- - - -1 Suite 106 s I ( Jacksonville, FL 32224 (904),992-0377 2 1 1 12 FL Cert of Auth: 28261 $r I EOR: Timothy J. Morgan I I FL PE: 80481 -IT ----------------------i- - 3 1 3 13 y ROOF PLAN (GENERIC BUILDING SH m 13 5 ry4 O a I, 5 5 4 5 O ' SLABS &WALLS NOT EXPOSED TO EARTH OR WEATHER .................1 PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMO STRATE THAT THE SUB ' PERTINENT EQUIVALENT PERFORMANCE VALUES PRODUCT IS CAPABLE OF ACHIEVING THE` USING THE APPROP TE DESIGN PROCEDURE AND/OR R 3/4' MINIMUM. (MINIMUM) OF THE SPECIFIED PRODUCTO C) CHAMFER ALL EXPOSED CORNS a STANDARD(S) S AS REQUIRED BY THE BUILDING CODE. PROVIDIf CONTINOUS SPECIAL PLICABLE HOOKS CALLED FOR IN STRUCTURAL DRAWINGS SHALL BE ACI STANDARD HOOKS, UNO. INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS ER THE AP ALL HO �-•. -+-� EVALUATION REPORT. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNO. CONCRETE ANCHORS WALLS (GENERIC BUILDING SHOWN)` O DO NOT WELD REINFORCING STEEL UNLESS APPROVED IN WRITING BY THE STRUCTURAL MECHANICAL ANCHORS: SHALL HAVE BEEN TESTEDAN QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ESAC193 FOR CRACKS AND UNCRACKED CONCRETE ENGINEER. ,, � � RECOGNITION. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: . ILL - -HD NG TIE TITEN. TIE ALL REINFORCING STEEL AND EMBEDS SECURELY IN'PLACE PRIOR TO PLACING CONCRETE. SIMPSON STRONG THE CONTRACTOR R SHALL PROVIDE. SUPPORTS TO MAINTAIN THE REQUIRED REINFORCING SIMPSON STRONG G TIE TITEN -SI STRONG TIE TOR CU 1 Cc UDIAGRAMS POSITION. "WET STICKING" DOWELS INTO CONCRETE IS NOT PERMITTED. -HLTI "KWIK BOLT 3 _ IND P� JJ_ O THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE EXISTING S .1 SCALE. NTS • BEEN TESTED AND ALIFIED FOR USE IN � D CONDITIONS AND REPORT ANY DISCREPANCIES TO THE EOR PRIOR TO THE COMMENCEMENT OF ADHESIVE ANCHORS. SHALL HAVE BE Q ICC -ES AC308 FOR CRACKS AND`UNCRACKED CONCRETE. ,. ACCORDANCE WITH ACI 355;4 AND SHOP DRAWINGS.,.v., RECOGNITION. PRE -APPROVED ADHESIVE ANCHORS INCLUDE -HILTI HY 200-A„ WOOD SIMPSON „ _ SET XP„ PROVIDE (3)-2x4 - H NEW & EXIST - PSON STRONG TIE TAC W HOLD-DOWNS, ETC. SHOWN ON THESE DRAWINGS ARE SIM - NS HANGERS HOL , CLIPS, IPS CONNECTIONS, I O , STUDS CONT TO NEW , ALIFIE D QNGJOISTS TO WL(� ANDUHE AD EDEDT BEEN TESTROVID L HAVED P SHALTE ERS. QTU TEN NTL FAS IOY BE SUBS ACTUATED EXIST FOUNDATNUFACZURERS MA POWDER AND GASTORS U�1O.FASTENERS OF OTHER MAC 5NNECO AM &WALL W/ SPECIFIED _ ANCHORS EXCEEDS THE SPEC _ APPROVE MECHANICAL UP II WOOD SPECIES EQUALS OR EX FOR USE IN ACCORDANCE WITH ICC ES AC70. PRE S -0F THE SUBSTITUTED F06 ASTENER FOR GROUP Q VALUE SIIrIPSON A34 (TYP) i FASTENER. INCLUDE: O NE R „ ASTE N STRONG TIE POWER DRIVE I SIMPSO,.,..,,,�,....,,._,._m,.,.,,....�,,_....,,_„..........:.... .:::... ,.,,,.,. .,.,,, _. ,,......mom.. „„,..,,.,.,:.,_M g „ „ i R TABLE. Z THE BUILDING CODE. SEE CODE FOR - PON STRONG TIE GAS ACTUATED FASTENER MEMBERS SHALL B E IN ACCORDANCE WITH SIM S NAILING OF L MEM � € ,m ... ........ ........ ...._.. „r.,.. ..� . ..�,,., ._ ,.. ' _._„ M_.... ._,_ .� _ LNG JOISTS ASSUMED TO g �m,_. m:_.. . EXIST C _ F: „ MADE OF PRESSURE TREATED WOOD. MASONRY ANCHORS g ,. BE 2x6 JOISTS 16 OC MAX. ALL SLEEPERS AND SILLS SHALL _ _ < _, -I MECHANICAL ANCHORS: SHALL HAVE BEEN TESTED AN QUALIFIED FOR USE IN EXIST JOIST ASSUMED TO ONLY PROVIDE 2 STUDS UNDER ACCORDANCEWITH ICC ES ACO OR AC 106,'P RE-APPROVED MECHANICAL ICALANCHORSINCLUDE �i z , , SUPPORTRT GYPSUM M BOAR D AT OPENINGS 6 OR LESS PROVIDE ONE STUD UNDER HEADER. AT OPENINGS OVER 6 NUMBEROF EN HEADER. STUDS FULL HEIGHT EACH SIDE OF EXTERIOR OPENINGS SHALL EQUAL ONE HALF THE -SIMPSON STRONG TIE_TxTHD CEILING, ELECTRICAL & G _ , � MECHANICAL ELEMENTS TYP INTERRUPTED BY THE OPENING _ N STUDS ARE INTERR IMPSONSTRONG TIE TITS TED BY THE OPENING ROUNDED UP LE. IF 5 S S STUDS INTERRUPTED ER . THE STUDS UNDER THE HEADER). „ „ PROVIDE 3 FULL HEIGHT STUDS EACH SIDE OF THE OPENING IN ADDITION TO -BUILDER TAPCON � 1 I! -HILTI KWIK BOLT 3 HEADERS. PROVIDE 2 HEADER STRAPS L HAVE BEEN TESTED A UALIFIED FOR USE IN GS PROVIDE 1 LSTA12 SIM PSON STRAP TO STUDS EACH ENDAT OF HE ADHESIVE ANCHORS. SHALL Q I AT OPENINGS, - OPENING TO HORS INCLUDE: I FLOOR TO FLOOR STRAPS BENEATH WITH ICC -ES AC58. PRE APPROVED ADHESIVE NC MOVE REQUIRED SEE SCHED) ACCORDANCE BEATER. ( ND G Q OPENINGS6 A � ALSO PROVIDE LTT20 FOUNDATION HOLDOWN TO STUDS EACH -HILTf "HY 70 E OF OPENING ONE HALF EACH SIDE) ' EACH SID ( AND GREATER. SIMPSON SET -XP OPENINGS 6 SIDE O F OPEN „ WITH UPLIFT. ALLED INTO SOLID GROUTED E 1/8 x2 x2 AT BEARING LOCATIONS ANCHORS INSTALLED IN CONCRETE MASONRY SHALL BE INS ANCHOR BOLT WASHERS SHALL B AN RS ILL PLATE BOLT AND S CONCRETE MASONRY. '`�,� � tAR BEAM ON TOP OFSHALL BE 7/16MINIMUM APARATED SHEATHING, EXPOSURE 1 WITH 24/16 SPAN RATING.ALL SHEATHING ' ; ��,BUILT-UP STUDS. WMUST MENT MINIMU :: �m _ ..�.�,w.:.,.�.,,., .FLEXIBLE WALL FINISHES. SHEATHING 12 BARD ETER EMBEDNTALLY NOR RESINS ANCHORS SHALL BE INSTALLED WITH,;....a,.�..__._„�_._.,_,.,,,,__. r,,,_..__ ,,,, _,;.,,,r, .,;_r:�-.--,,.,•,-�.-- � ACH W/ SIMPSON ___SHEATHING MAY BEORIENTED VERTICALLY OR HORIZO AD rS _ ATHING ASSUMED EXISTISHES STUCCO UNLESS STRUCTURAL 1 RATED IIS UNOONTALLY FOR BRITTLE WALL FIN ( )BE ORIENTED HORIZ 16 & (2)-16d TOE NAILS -PLY/5-LAYER PLYWOOD OR 15/32 OSB IS USE _ CLNG JOIST.... .. OR 15/32 5 .ORIENTATION- w/8d 6 OC STUDS ............. _,_. _,_,_,,,,_.....,,; __,..,,,,�__,,,,_, __ „�.�.�._,,,_,_„_,_.__ ,�,,,.,,..,,.,,,,r_ , N SHEATHING TO @ KED. FASTS , , _mr ',w,.�_�,,,_:.�.�,__...,...:�;.:.... ..�.,,,,,,....,_.... .._,._,..,,,_,,,.,.r, _,._.,.......m...,_._._......w_ «�---• r _ WOOD WALL. SHEATHING SHALL BE UNBLOCKED. SUPPLEMENTARY NOTES NON SHEAR WALL W SUPPLEMEN , ..,.,,ww_,,,,, ,,,,,,,, MENTS AT SHEAR' WALLS, „ R NAILING RE UIRE � `� ? , SUPPORTS. FOR Q i AT PANEL EDGES AND AT 12 OC AT INTERMEDIATE SU � , , IST SISTEREID TO �, _ ^, �# � � 2O3 RESPONSIBLE FOR THE DESIGN ADEQUACY, UACY AND SAFETY OF ERECTION, NEW 2x6 CLNG JO _ , OCT0e�' RIS SOLELY RESPO Q � SEE SHEAR WALL SCHEDULE. THE CONTRALTO _.._, ' ELEMENTS ARE NOT RING TEMPORARY SUPPORTS, ETC. THE STRUCTURAL � .� & BRACING, SHO � D LAP W/EXIST JOISTS � T SUPPORTED EDGES OF STRUCTURE IS COMPLETE. IS REMOVE E NAILS AT 6 A D STABLE THE STRU WITH l Od NAILS AT /4 DECK. SPACE CONSIDERS FLOOR DECKING SHALL BE NAILED _..�..:,,,.._ �..4-O'_'.�1rI,II\I:&,ATT.A,CH„AVL 1Q.d.�TAILS,:.�,u:,,..._,.� „ £ E „ SPACING AT INTERMEDIATE SUPPORTS. WALLS AND 12 SPAC ERIOR � : ; 3" OC TOP & BOTT DECK 4 AT EXT ) ( GENERAL REQUIREMENTS OF THE @ REVIEW OF THE SUBMITTAL. INFORMATION SHALL BE FOR G Q OR DETAILED QUANTITIES, OR OR ROOF LOADS. i INCLUDE CHECKING OF DETAILED DIMENSIONS Q R GIRDER TRUSSES CARRYING FLOOR PROJECT AND SHALL INCLUD PROVIDE A MINIMUM OF 3 STUDS UNDER BEAMS O , NOR REVIEW OF THE CONTRACTORS SAFETY TY MEASURES ON OF OFF THE WORKSITE OR THE MEANS STAGGERED AT 16 ON CENTER 2 FROM TOP DS OF DOING ANY WORK. 1, ALL DOUBLE HEADERS SHALL BE NAILED TOGETHER WITH 16d NAILS AND METHODS € � OVIDE (3)-2x STUDS ' ' BE 2-2x12 UNO. SHALL. _ _ REVISION AND BOTTOM. HEADERS , AND , � TION AND ARC HITECTURAL , Y ALL EXISTING CONDI >,,,,.,.....,�, ,.....,,..._ ...,,. .,.,,_. _�-_____.................w.... .�_u_,.-..___ __....._ NT TO EXIST BEAM THE CONTRACTOR SHALL VERIFY _ �.�.,, w.... V..,,,� _, .� w ..� ._�_ , ,,_,.�..,..�, �..,..., COMMENCEMENT OF --- ,..,,.mm ._,,, r , €r I N THE ENDS OF EVATIONS PRIOR TO THE : , LOW. BEAR BEAM ON PERMIT coMMENTs HE ENGINEER. IF APPROVED THE NOTCHES O STRUCTURAL PLAN DIMENSIONS AND EL HOLES AND NOTCHES MUST BE APPROVED BY T REVIEIMED FOR CQDE COMPLIAh L NOT BE WITHIN � TUBAL ENGINEER O ANY CONFLICTS. ES BORED FOR PIPE OR CABLE SHALL CONSTRUCTION AND NOTIFY THE STRUCTURAL I P OF NEW BUILT-UP NOT EXCEED ONE-FOURTH THE DEPTH. HOLES I JOISTS SHALL N �.._. �.�� ,_, �..,�,_.._, _..�,,. ,,._�,,...�, CITY t'3F ATLANTIC BEACH F THE JOIST DEPTH AND T DIAMETER OF SUCH HOLE SHALL NOT EXCEED ONE- S. ATTACH W/ THIRD O € t g � SEE PE BOTTOM ..,, . _.w. _. RMI P OR BO ___ w _ TS F THE TO ..__ .,, __..._ _ _ OR PLUMBING ., , . _.,..-.�....._..,,...._,,.,, , , ADD! _ AL ELECTRICAL AND ,� ,.,�,,�„„:.w�,w,,, _ ..ING-,JOIS•T PSON HTS16 & 2 16d TION SHALL NOT EXCEED ONE-SIXTH OPENINGS AROUND OR AFFECTED BY MEC NIC . , . AT4'�1C�II•GEIL P OR BOTTOM OF JOISTS ALL STRUCTURAL O R PIPES IN THE TO il O _, g AL T DEPTH NOTCHES FOR ' THIRD THE JOIST � � .�,.,..,,,,� ..w,,,.,.. ,,,,,_.,w,�.,,,,, .,k,,,.,. REQUIREMENTS BEFORE PROCEEDING WITH GIRDER TO EXIST E NAILS TS AND GOND -THIRD OF THE SPAN. EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED B G THE JOIST DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE ONE EQU (TIONS g STRUCTURAL WORK AFFECTED. l ,.....B.EEiMS:..W/„SIl�1PSONA3.4.......... _.__._...,.,_.,,....,.. __.._........ .,.,. DESIGN VALUES ARE UNDER REVIEWED - AL. ALL D ....,. _r,..Il� � ClATB. INFER APPROVED EQUAL. STRESS GRADE. SOUTHERN PINE R ENG Q � ,,...... , .,,,_ ._,.,_ _„... .�.... .__. .,,,� ,....._ _._,. � r R SPF. PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL. BEAR THE _ ,u ..w :...... ....... ' .,.,,,. .�., ,,,,, ..,,,. m..n. „m,,. .,,,,, ... PERMIT ISSUE NORMAL LOADING AND IN DRY CONDITIONS OF SERVICE. SYP MAY BE SUBSTITUTED FOR ANY ENGINEERING DESIGN PRO - SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PR . S JECT� PRESSURE TREA T LUMBER IN ACCORDANCE WITH THE MANUAL OF RECOMMENDED PRACTICE OF THE AMERICAN GENERAL NOTES, AWPA . GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO WOOD PRESERVERS ASSOCIATION( ) T CONT THE CONTRACTOR'S SHOP DRAWING DESIGN CRITERIA ARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT T v1Ew alwo'I'l//s PARTIAL 2ND FLOOR.. BE MADE OF TYPE 304 OR N MERELY RUBBER STAMPED SHALL E RETURNED WITHOUT RE ® CONTACT WITH PRESSURE TREATED LUMBER SHALLSTAMP OR HAVE BEEN FASTENERS AND NAILS IN CO ALL FAST NOTE: ®®° J. ®®ir CEILING FRAMING _ T BUT NOT SBX OT LOW TWO WEEKS FOR SUBMITTAL REVIEW. ®♦ y M I I TYPE 316 STAINLESS STEEL UNLESS THE LUMBER IS TREATED WITH CCA C OR SBX (DO ), (DOT) CONTRACTOR SHOULD AL GC SHALL VERIF L ASSUMED EXISTING ®®®® �'�N •o••••°®0� ®i®® CONDITIONS PRIG TO REMOVING ANY STRUCTURAL ♦® o GEN • C �PLAN II KATE aSi02 . ♦ �• S' • SODIUM s (N ) P 9 WITH TION UNITL SHO ®♦ • • FLOOR CEILING WS - CONTRACTOR SHALL NOT ORDER MATERIAL OR COMMENCE WITH CONSTRUCTION PARTIAL 2ND F O WALLS, BEAMS, C LUMNS OR ANY OTHER o /�; �' ;�iZ DATE: 9/18/2017 OTHERWISE NOTED USE THE FOLLOWING MINIMUM M GRADE OF LUMBER FOR FRAMING. DRAWINGS HAVE BEEN REVIEWED AND APPROVED WORK ONE OR ORDERS PLACED BEFORE SHOP UNLESS _ No. 80481 DRAWING APROVAL IS AT THE CONTRACTORS RISK. STRUCTURAL SUP ORIS &CONTACT EOR FOR ° MINIMUM GRADE • • .PROJECT#: 17161 FRAMING AN ALTERNATE DET SIF THERE ARE ANY CONFLICTS � • -____ WALLS OR NO. 3 SYP 2 FRAMING PL FOUNDATION BETWEEN FIELD NDITIONS &ASSUMED -._.� TE OF •°� S SILL ON FOUND INGS AND ELECTRONIC F ES ARE THE PROPERTY OF LOWS THE PROJECT'S STRUCTURAL DRAW SCALE: 1/4" =1'-0" CONDITIONS. GCS L ALLOW MODIFICATIONS TO i� ®® `"� , SLAB ON GRADE 50.1 RACTO SHALL COMPENSATE LOWS INC. THE CONTRACTOR AND SUBCONTRACTOR _ooh` STRUCTURES, PLAN ALL FRAMING & FOUNDATION ELEMENTS SHORN IN ® • � � • ♦ INC, FOR THE USE OF THE PROJECT'S CAD FILE FOR ANY PURPOSE INCLUDING SHOP HEADERS N0.2 SYP STRUCTURES,THESE DRAWINGS�BASED ON EXISTING CONDITIONS. G JOISTS RAFTERS & DRAWING PREPARATION.' ®®®/® �� LICKS NO.2 SYP 11111It PLATES, CAPS .& B THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSI NS SHOWN ON ARCHITECTURAL AND 4 son ULE STRUCTURAL PLANS AND DETAILS WILL CONTROL. 9/29/2017 STUDS SEESCHED I POSTS & COLUMNS NO.2 SYP NEW STAIR STRINGER SHALL BE LOWE I 3/4"xl 1 1/4" LVL (MIN). MIN ...... .......... ... ... -- — — — — — — — — — — — — — — — — — — -- — — — ---DEPTH @ NOTCH SHALL BE 5 1/2" . ............. STRUCTURES INC. 3/4" PLYWOOD 2x6 ANDING JOISTS. CONCRETE SLAB ON GRADE ON VAPOR SHEATHING (TYP @ ATTACH TAIR BEAMS 11651 Central Pkwy. %--BARRIER AND COMPACTED FILL. T/SLAB EL STAIR LANDINGS) W/ SIMPSNON(TYP) Suite 106 MATCH EXISTING. NEW CONC THICKNESS -STUDS @ NEW 4x4 WD POST @ STAIR PROVIDE (2) Jacksonville, FL 32224 OTT AT T lE71-%TT AT VNrycrr rrT TIC) XMIrMIXT ipnflip FOR ALT DETAILS I AC'I'UAL NILE IN FL PE: 80481 ,o/ SMALLER THAN ASSUMED INTO FOUNDATION Nx ATTACH 2x6 JOIST & 2x8 GIRDER TO .... . ...................... - EXIST & NEW WALL STUDS W/ (2)-10 . ......... N NAILS @ EA WALL STUD & 10d NAILS 2 8 @ 12" OC STAGGERED INTO z 00 SHEATHING (TYP @ STAIR LANDINGS) x 71 d8 ATTACH NEW (3)-2X WD �1 BEAM TO EXIST WALL W/ . ........ z (3)-16d TOE NAILS EA SIDE PE TO 6 OF BEAM (TYP) . .... ..... . EL W E 1 4 1 .. ..... ..... Cn. .. ..... ..... . .... .... .. ox S2.1 ATTACH NEW BEAM TO EXIST I :: I C� t REMOVE & REPLACE 31 1 z BEAM W/ SIMPSON HUC212-2 W/ D ON — — — -- — — — — — — — -- EXIST SLAB AS - REQ T_ _7 -16d NAILS INTO EXIST BEAM NEW l�-8"xl'_8"xl'-0 FTG —FOR NEW FTG (16) & (6)-10d NAILS INTO NEW BEAM STAIR LANDING POST NOT INSTALLATION INSTALLED ON EXIST SEE 9/S2.1 FOR TUBE CONN TO NEW (3)-2X WD THICKENED SLAB. REINF NEW BEAM. BEAR NEW BEAM FIG W/ (2)-#5 EA WAY BOTT f PROVIDE (4)-2x4l I ON EXISTING WALL. 13 t I STUDS UNDER PROVIDE (3)-2x STUDS �7 NEW WD BEAM UNDER BEAM. 111 1 EXIST BEAM ATTACH 2x8 ST* ....... .... GIRDERS TO LAtTING ........ . ........ 6d, I x POSTS W/ (2)-164 1, OE NAILS EXIST 4x4 WD COL EXIST WALL FRAMING & (l)-SIMPSON S12 (TYP TO REMAIN ASSUMED TO BE 2x4 @ 16" OC. 3) @ STAIR LAND z CONTACT EOR FOR ALT DETAIL IF OTHER THAN rr ASSUMED (TYP) ..... ..... ....... -- - --------- ----- - ----- - ---- . ....... �- LL NEW FLOOR SHEAT HING z — - ----- - 12 ............................. . ................... & ATTACHMENT TO .............. . .......... . ................... NEW 4x4 WD COL. ATTACH TO EXIST BEAR BEAM ON COL & .......... < .............. THK SLAB W/ SIMPSON ABU44 W/ EXIST ATTACH W/ SIMPSON .......... 1': 0 ........... .............. : ............................ ..................................... ...................... ....... ... - ... ....... .... .. ...... ....... ..... HTS 12 (TYP)- 5/8"0 EPDXY ANCHOR W/ 4 1/2" ....................................... ...... .. .... ............... ........................ EXISWBEAM E I T BEAM 0 E E E, S� TIRCKENED SHAL EXIST BEAM S L% �� sk .......... . .............................. ................. ............. W .......... 11 . ....... ...... ...... .. . ...................... ..... .. ......... .. . .. . .. .......... R E ........................................ ........................... ........... . ................ CO T EOR FOR ALT DETAIL IF NO .................... 1. ............. ..... Ld .... ....... ....... ...... ....... .. . ..... ... .......................................... ECKENED SLAB IS PRESENT TI H . ...... ................................. ..................... ............................................. . . > . .............................. .................. ... . ..... . .... z ... . . .................. ...................... 0 THIS EXISTING BEAM IS Cf) ... .. .... ...... ...... Uj .................... .......... i ...... ........... ........... ................. ...... . ......... . .......... ........... ..... ........ .. - ...... ........... .......... .. ........... -ASSUMED TO BE (3)-2xl2. ......................................... DENOTES ASSUMED EXISTING ..................... -T� .............. ........ fr 0. CONTACT EOR F(�L ............. . ........... FLOOR FRAMING. CONTACT EOR < .......................................... ................. ............. ETAILS PRIOR -TO NEW D ............. ........... ......... .. z FOR ALT DETAILS PRIOR TO DEMO .... ...... .................... ........ .. .......................... ........... z STUD STALLTION IF ....... ....... ....... ....... ... ..... ...... ..... ...... . ....... .... .. ............. IF FLOOR FRAMING IS NOT AS ........................... .................................... . ........ ......... . ASSUMED (TYP). ..... ....... ....... .... - ........... .. ...... .... . ....... ....... ....... ...... . ....... ....... ....... ....... .. ....... ...... .. .. .......... ............................ ............ U ............ ....... ....... ...... ....... ....... ....... ... . ......... OTHER THAN ASSUM ..... ....... ...... ....... ....... ....... ....... ....... ...... ..... 06 -- - — ------- --- ZT ............ ..... ... ..... ....... ..... ............ ---- - ------ T 1=..._.-.___..... ---------- I ATTACH BUILT UP STUDS TO uj EXISTING BEAM W/ SIMPSON .... ........ ..... ... HTS 16 & (2)-16d TOE NAILS. STUDS .......... IF L . ........ SHALL BE ATTACHED TO WALL ................. . ........... z z 11 z z . ...... ............. SHEATHING FULL HT .... ... ----------- . ........... . ..... .... . ............ \,"I"11 . ............ . ................. .. ........... .. . ........ . ............. . ............ . - - - - ------- h, i-'xj h, ::z :z J, T ....... ... . . ..... . ........ . . ... ............ ................ . .. L ------ — --- - ------- - ... ........ 0 ............. --1-11.11.11 FOUNDATION PLAN SCALE: 1/4" = F -O" PLAN PLAN NOTES: 1. SEE S0.1 FOR GENERAL NOTES AND DESIGN CRITERIA. 2. CONTRACTOR TO COORD ALL DIMS & LAYOUT W/ EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF FLOOR FRAMING PLAN REVISION SCALE: 1/4" = P -O" PLAN PLAN NOTES: 1. ELEVATIONS ARE BASED ON TOP OF EXIST SLAB ON GRADE DATUINVI 100- V. 2. COORD JOIST BRG ELEVATIONS W/ EXIST CONDITIONS. 3. FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET S0.1. OFFICE COPY PERMIT ISSUE 4. SEE 3/S2.1 FOR TYP TOP PL SPLICE DETAIL. 3. ALL ELEVATIONS ARE BASED ON A DATUM T/ EXISTING SLAB 5. SEE l/S2.1 FOR TYP BUILT UP BEAM DETAIL. ELEVATION OF 100'4'. COORD ACTUAL ELEVATION W/ EXISTING 6. SEE 4/S2.1 FOR TYP BUILT-UP STUD DETAIL CONDITIONS. 7. SEE S2.1 FOR TYP NAIL FASTENING SCHEDULE. FIRST FLOOR PLAN 8. SEE 2/SO. 1 FOR PARTIAL 2ND FLOOR CEILING FRAMING PLAN. j SECOND FLOOR PLAN 440, W& %"kv 000 \GE 00 \1 -g /., : DATE: 9/18/2017 z No. 80481 S PROJECT#: 17161 S TATE OF 0001111111% —Sim 1 9/18/2017 r L I ........ ... j� . . .... . ....... ................................. A L171 T-7 h, ::z :z J, T ....... ... . . ..... . ........ . . ... ............ ................ . .. L ------ — --- - ------- - ... ........ 0 ............. --1-11.11.11 FOUNDATION PLAN SCALE: 1/4" = F -O" PLAN PLAN NOTES: 1. SEE S0.1 FOR GENERAL NOTES AND DESIGN CRITERIA. 2. CONTRACTOR TO COORD ALL DIMS & LAYOUT W/ EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF FLOOR FRAMING PLAN REVISION SCALE: 1/4" = P -O" PLAN PLAN NOTES: 1. ELEVATIONS ARE BASED ON TOP OF EXIST SLAB ON GRADE DATUINVI 100- V. 2. COORD JOIST BRG ELEVATIONS W/ EXIST CONDITIONS. 3. FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET S0.1. OFFICE COPY PERMIT ISSUE 4. SEE 3/S2.1 FOR TYP TOP PL SPLICE DETAIL. 3. ALL ELEVATIONS ARE BASED ON A DATUM T/ EXISTING SLAB 5. SEE l/S2.1 FOR TYP BUILT UP BEAM DETAIL. ELEVATION OF 100'4'. COORD ACTUAL ELEVATION W/ EXISTING 6. SEE 4/S2.1 FOR TYP BUILT-UP STUD DETAIL CONDITIONS. 7. SEE S2.1 FOR TYP NAIL FASTENING SCHEDULE. FIRST FLOOR PLAN 8. SEE 2/SO. 1 FOR PARTIAL 2ND FLOOR CEILING FRAMING PLAN. j SECOND FLOOR PLAN 440, W& %"kv 000 \GE 00 \1 -g /., : DATE: 9/18/2017 z No. 80481 S PROJECT#: 17161 S TATE OF 0001111111% —Sim 1 9/18/2017 NAIL FASTENING SCHEDULE CONNECTION NAIL LOCATION NAIL (A) GUN NAIL B STAPLE ( ) JOIST TO SILL OR GIRDER TOENAIL 3-8d 3-3"x0.131" 3-3" 14 GA BRIDGING TO JOIST TOENAIL EA END 2-8d 2-3"x0.131" 2-3" 14 GA 1'x6 SUBFLOOR OR LESS TO EACH JOIST FACE NAIL 2-8d SPF WIDER THAN 1 "x6" SUBFLOOR TO EA JOIST FACE NAIL 3-8d - - 2" SUBFLOOR TO JOIST OR GIRDER BLIND &FACE NAIL 2-16d - - SOLE PLATE TO JOIST OR BLOCKING TYPICAL FACE NAIL 16d @ 16" 3"x0.131" @ 8" 3" 14 GA @ 12" TOP PLATE TO STUD END NAIL 2-16d 3-3"x0.131" 3-3" 14 GA STUD TO SOLE PLATE TOENAIL 4-8d 4-3"x0.131" 3-3" 14 GA STUD TO SOLE PLATE END NAIL 2-16d 3-3"x0.131" 3-3" 14 GA DOUBLESTUDS TUDS FACE NAIL 16d @ 24" 3"x0.131" @ 8" 3" 14 GA @ 8" DOUBLE TOP PLATES TYPICAL FACE NAIL 16d @ 16" 3"x0.131" @ 12" 3" 14 GA @ 12" DOUBLE TOP PLATES SPLICE (LAP 4'-0") FACE NAIL 8-16d „ „ 12-3 x0.131 „ 12-3 14 GA : R RAFTERS TO BLOCKING BETWEEN JOISTS O TOP PLATE TOENAIL 3-8d 3-3"x0.131" 3-3" 14 GA RIM JOIST TO TOP PLATE TOENAIL 8d @ 6" 3"x0.131" @ 6" 3" 14 GA @ 6" TOP PLATE INTERSECTIONS FACE NAIL 2-16d 3-3 x0.131 3-3" 14 GA CONTINUOUS HEADER TWO PIECES , FACE NAIL 16d @ 16" T&B EDGE - - CONTINUOUS HEADER, THREE PIECES FACE NAIL 16d @ 16" T&B EA FACE - - CEILING JOISTS TO PLATE TOENAIL 3-8d 5-3"x0.131" 5-3" 14 GA CONTINUOUS HEADER TO STUD TOENAIL 4-8d - - CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL 3-16d MIN 4-3"x0.131" 4-3" 14 GA CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL 3-16d MIN 4-3"x0.131" 4-3" 14 GA RAFTER TO PLATE TOENAIL 3-8d 3-3"x0.131" 3-3" 14 GA 1 "x8" SHEATHING TO EACH BEARING WALL FACE NAIL 2-8d - - WIDER THAN 1 "x8" SHEATHING TO EA BRG FACE NAIL 3-8d - - BUILD-UP CORNER STUDS FACE NAIL 16d @ 24" 3"x0.131"<@ 16" 3" 14 GA @ 16" 2" PLANKS AT EACH BEARING 16d - - COLLAR TIE TO RAFTER FACE NAIL 3-10d 4-3"x0.131" 4-3" 14 GA JACK RAFTER TO HIP JACK RAFTER TO HIP TOENAIL 3-10d 4-3"x0.131" 4-3" 14 GA FACE NAIL 2-16d 3-3"x0.131" 3-3" 14 GA ROOF RAFTER TO 2x RIDGE BEAM TOENAIL 2-16d 3-3"0.131" 3-3" 14 GA ROOF RAFTER TO 2x RIDGE BEAM FACE NAIL 2-16d 3-3"x0,131" 3-3" 14 GA JOIST TO BAND JOIST FACE NAIL 3-16d 5-3"x0.131" 5-3" 14 GA LEDGER STRIP FACE NAIL 3-16d 4-3"x0.131" 4-3" 14 GA STUD SCHEDULE INTERIOR LOCATION EXTERIOR LOAD BEARING 2x4 @ 16" 2x4 @ 16" 1 ST FLOOR SPF SPF 2x4 @ I6" 2x4 @ 16" 2ND FLOOR SPF SPF �- 16d AT 16" OC EA EDGE, STAGGERED EXIST RIM JOIST 71x SIMPSON LSTA 2 S 1 STRAP @ EA END F O LOWE HEADER, BEND STRAP 3" OVER TOP PL • (1>-cszo STRUCTURES INC. NOTES: e e L SYP DENOTES SOUTHERN YELLOW NAILS _ STRAP 11651 Central Pkwy. PINE. e e WOOD HEADER y 3 NAILS @ Suite 106 2. SPF DENOTES SPRUCE -PINE -FIR. (SYP Jacksonville,FL 32224 MAY BE SUBSTITUTED EA JOINT UP TO 6'-0" ) � e 904 992-0377 0 o y ( ) 3. INTERIOR NON LOAD BEARING STUDSFL Cert of Auth: 28261 SHALL BE 2x4 @ 24" STUD GRADE SPR WOOD STUDS (TYP) EOR: Timothy J. Morgan 1 HEADER STUD FL PE: 80481 O U & 2 FULL HGT STUDS POST POST (1 STUD AT OPNG < 4') N\'�. Ua 1/2" EPDXY Y ANCHORS @ 16" OC 1 W B UILT UP BEAM DETAIL 2 TSP WALL OPNG DETAIL 52.1 SCALENTS 52.1 SCALE: NTS 4'-0" MINIMUM LAP WALL SHEATHING 2x WALL ATTACHMENT & CONSTRUCTION SPLICE BOTTOM SPLICE FINISH TO MATCH PLATE OVER STUD „ O 12d @ 16 OC 12d @ 16 OC STAGGERED EXIST NEW 2X PT SILL PL W/ STAGGERED EA SIDE EA SIDE & EA PLY 1/2" 0 EPDXY ANCHORS EXIST SLAB & @ 16 OC W/ 3 1/2 MIN Ir FOUNDATION Uj ra EMBED INTO CONC FIN GRADE W 0000 4 T/EXIST SLAB OIL �t 00 \:» » O - \ H H v, \ - LL o �C ,. „1/21" O 2-16d AT 4 O 24-16D TYPICAL STUDS 1 n, (#5 CONT W/ #5 H SIDE TYP @ 12" OC O TRANSVERSE FIELD J OF EACH SPLICE) O LL VERIFY EMBED � W O YPICAL TOP PLATE SPLICE ` 2-2x STUDS 3-2x STUDS � ` ` - � > . - Z 7 1 ` W Y 3 DETAIL 2 4 BUILT-UP COL DETAIL _, �5SECTION EXIST WALL....,. Q SHEA'1'�IIN G TO 52.1 SCALE. NTS 52.1 SCALE: NTS S2.1 AM'*NtS REMAIN ,x.,i W EXIST RIM JOIST06 �i ' HSS TUBES PER TO REMAIN (TYP) ` PLAN EXIST RIM JOIST 1 � I 3°` � €' SIMPSON LUS210 W/ (8)-10d x 1 TO RE 1/2" SIDES 1/2" NAILS INTO NEW BEAM 2X BLOCKING BETWEEN EXIST RIM JOIST - - _ - NEW STL TUBE NEW FLOOR SHEATHING (4) 1 d NAILS INTO NEW OR _.....�....�_�.,»_..,.,....._,.,�,__._..,,._„ .,,_,_._.............�........ ,. I EXIST RIM JOIST TUBES @ 16" OC MAX. TO REMAIN (TYP) _ EXIST FLR EXIST FLOOR? I a PER PLAN (TYP) I I & ATTACHMENT TO OST. STAGGER ` INSTALL BLOCKING SNUG -' - - '-" �`�= - - - - � T NEW JOIST TO AVOID ....'...., � TO REMAIN (TYP) SHEATHING TO � NEW &EXIST FRAMING 4 EN TUBES - - - REMAIN BETWEEN I I r TO MATCH EXIST FASTENER INTERFERENCE a ?F I .>; ---- 3/16 T/EXIST FLR EL U. ty - - - W STL TUBE u, i 3/16 k as i -OL p PE PLAN (TY) 1„ 2„ 2„ � PL TO „ € m NEW WD BEAM I €, a: II 1/4"0 LAG BOLTS @ 16" 0 I s TUBE I _ I PER PLAN I OC THRU TUBE W/ 1 - 4 x4 LONG W/(4)-.# PL 5/16 x� ,.... EE FOR _ S MIN EMBED INTO EXIST Q _e EXIST 2X WALL @ 2ND FL NEW STL TUBE , � .; t € 12.24x1 1/4 TEKS SCREWS TUBE CONN TO DBL :� RIM JOIST NEW 2X WALL PER PLAN .TYP „ _ @ (TYP) z TOP & 2X SILL PL . W/ 1 MIN SPACING & 1 I O .a I CONSTRUCTION @ 1ST FL @TUBE ENDS � 1/2 MIN EDGE DISTANCE 1 � EXIST FLOOR { ATTACH NEW JST TO NEW 2X JOIST SIMPSON CS 18 @ 32 OC ( JOIST TO REMAIN 1 L5x3xl/4x0-81/2 LG W/ 11" MIN END LENGTH EXIST WALL W/ PER PLAN W/ (2)-1/2„ O THRU € @HIGH& LOW WALL I _ (3)-12d TOE NAILS WOOD BEAM EXIST 2X WALL � ' BOLTS THRU DBL TOP PLAN DETAIL STUDS PER PLAN ` CONSTRUCTION TO, PL & SILL PL „ ,, „ PL 1/4"x5 x7 LONG W/ REMAIN (2)-1/2" 0 x 3" LONG PLAN DETAIL .. MI ALL DETAIL REVISING THIS DETAIL LAG SCREWS INTO EXIST 2X u ALL TO REMOVE FIELD NEW WD BEAM TO REMAIN WELDING i DETAILrq`�DETAILrio ECTION DETAIL 8 52.1 SCALE: NTS S2. SCALE: NTS 52.1 SCALE: NTS S2.1 SCALE: NTS SECTION S2.1 SCALE: NTS NEW FLOOR SHEATHING EXIST FLR & ATTACHMENT TO SHEATHING TO REVISION NEW & EXIST FRAMING REMAIN NEW FLOOR SHEATHING TO MATCH EXIST ATTACHMENT TO EXIST' OR ATTACH EXIST FLOOR EXIST FLOOR & CHME T/EXIST FLR EL ` n SHEATHING TO NEW WD SHEATHING MATCH EXIST SHEATHING ,...._ BEAM. MATCH EXIST ATTACHMENT T/E IST FLR EL Dv T/EXIST FLR EL I I OFFICE 1 1 � � PERMIT ISSUE a 11, a ti It I EXIST FLOOR .,... ATTACH NEW JST TO '� NEW 2X JOIST `� JOIST TO REMAIN SECTIONS &DETAILS ®\®®®®\10111 � 11111///®°® EXIST WALL W/ (3)-12d PER PLAN l (TYP) ®®® Ny 906666996M� ®®s EXIST FLOOR EXIST FLOOR TOE NAILS (TYP) e ® E . �. F .9 JOIST TO REMAIN ATTACH JOIST TO a /` • • Z DATE: 9/18/2017 JOIST TO REMAIN g 2 EXISTING / 8d NAILS @ ! N0. 80481 e • ® o it R JOIST 12" OC, STA GEI2ED • v PROJECT# : 17161 NEW WOOD BEAM NEW FLOG J IS EXIST 2X WALL PER PLAN PER PLAN e STA :` e TO REMAIN (TYP) ® • "�--�.. • I ®®i SECTION EC'TION 12 SECTION 13 ®® 1 i °®i®® oto\ I • S2.1 SCALE: NTS /1111/n�ea® • S S2.1 SCALE. NTS 52.1 SCALE:NTS ■ 9/18/2017 I I; i