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10 SEMINOLE LANDING RD - INTERIOR REMODEL DRAWINGS _- I i REVISIONS DATE NO. .RENOVATIONS FOR THEi -.90000000- A 0 C/) U) Z Lu Q � Qz ® ® c) = Oc/) Q <C@ U (os N — M I W M NOLE LANDING ROAD ® N � F-- 0 ATLA TIC BEACII FLORIDA LLJ �I .C� z t'bo Lu DRIVEWAY NORTH eEMINOL LANDING RP. IO SEMINOLE LANDING RD. ►-� � � I~ ® v W FILE O COF7 �..� �5 I TE FLAN ,-� SCALE: I/32 1` REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY DATE: J 1 I r , DRAWING INDEX C- 1 COVERHE S ET � - 1 DEMOLITION & DATE: 25 JANUARY 2016 CONSTRUCTION PLAN DRAIN BY: PAT A-� ROOF SUNDEC PLAN.' LGAL DDsGf�I PT I ON: GUARDRAIL ELEVATION & CHECKED BY: PAT 37 37 25-2M.1�}7 f3LUF1 S ELECTRICAL/LIGHTING PLAN LOT 12, UNDIVIDED 1/15 INTEREST IN OOMMON AREA O/R 48o4-85 A-3 INTERIOR ELEVATIONS A-3 INTERIOR ELEVATIONS C - 1 i REVISIONS DATE NO. REPLACE EXISTING SLIDERS WITH APPROVED E AVALENr. INSTALL PER MANI-FACTUZER'S INSTRUCTIONS. MASTER f5EPROOM CREAT ROOM MATER �EPROOM _ _ ALIGN — - - - - - - - - - - - - - - - - - _ — — — — — — — — — — — NEW WALL TO STEEL I-PEAM FF — EXISTING WALL — — — — — — — — — — 286 ------ — — — — — — — REMOVE DUCTWORK APJAGENT TO STEEL REMOVE DUCTWORK APJAENT TO STEEL PERM. RELOCATE NEW DUCTWORK 15EAM. RELOCATE NEW DUCTWORK 3'-1" fs'-3" 4'-4" 2'-s" INTO FLOOR STRUCTURE A5OVE- 15EAN. INTO FLOOR STRUCTURE Af50VE. 0. LU '6411 2-7 L -1 NEW VENTLESS FIREPLACE ) ,,_s" cn w REMovE RAISED HEARTH & MASTE--Wl A-FH 28 8 Q Z FIREPLACE PAGING t1ElGttr STRAIGLiT — w MASTS ATM J ( HALF WALL CH EAT f�00M ® W/ WOoD TRIM U z TOP GAP = ® U U F— co w M I I �arN ATrt z - - - - - - - - - - - - - - - - - - - Q Q om ® RAISE EXIST WOOF BEAM ® Z Q INTO FLOOR STRUCTURE ABOVE.. C) (D L_J — W [� RAI FLOOR A23 ~ 0 _ DEMI ITION t1ALF wALL ^Q P-1 M 2'-6" L.L — � DN Tm 000 fEPROOM #2 — — EPROOM NE STAIRS — � ( OO RI RS, TYP o >u EICONTRACTOR To 4 KITOHEN — — _ — — — A I VERIFY AW-OATE O 3 A-3 II IIup � CLEARANCE FROM NEW WALL TO 00 A-3 5-0" 4'-3° L UP EXIST SKYLIGHT 00 ASSEIVI$L.IES. NOT] ARCHITECT OF ANY PISGREPANCY.. MICRO- let-ANP a KIT HEN x L _ WAVE �EPLAN f=LOOR LAN N — — — — ►� SCALE: ql=1'-d' I EXIST �� I ( sKYLIC-11r, I N f I��T f=LOO PEMOL TION FLAN N I APOVE,TYP7V7 4� STEPS: N u SCALE: �'=I'-d' I I THE�OF SHEDDING THE FASHION,&WOKINNG TOWARDS A-3 THE TOP,INSTALL THE WRB TO THE FACE OF 2'_10" �1 F1 THE SHEATHING. WINDOW INSTALLATION (METHOD A-1) ( �� � ct T \ _ 2 APPLY SILL FAMM WEATHER RESISTANT BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. ® v _I FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. 3.APPLY BEAD OF SEALANT AT BACK OF +//�\1 WINDOW FLANGE&SET WINDOW USING PAN SEAL THE WINDOW FRAME TO PANTRY ® HEED saMEWs TO FACILITATE INSPECTION. TOTHEOPENING.ABLY A(IN RIO Du. SECTION A STACK "' ��// � � r.� '`('•d' 1�� TO THE BACKSIDE FLA (INTERIOR)UW OF OVENS T.ry 4.APPLY BEAD OF SEALANT AT SDE JAMBS, THE WINDOW FlANGE,N DALE THROUGH YAC'a4A1B EXTEND 8 Jr WITH ANY PRE-PUNCHED HOLES SEALANT TEM BEHIND OR_ 5.APPLY JAMB FLASHING . MOUNIING FLANGE 6.APPLY LEAD OF SEALANT AT HEAD S.JAMB FLMUMG _ ALIGN 5'-0" NEW WALL TO 1•��''� 7.APPLY HEAD FLASHING APPLY COM.SEAL TO THE MOUNTING EXISTING WALL 7 e` SHOEFLANES AT THE TOP(HEAD)ALAI — — — — IF— 8.REMOVE PREVIOUSLY APPLIED TAPE. SHOES(JAMBS)OF WINDOW.El(PEND ALLOWING wRB TO LAY FLAT OVER HEAD SEALANT AT JAMBS 8L£'ABDVE THE U P FLASHING.APPLY NEW SHEATHING TAPE OVER R0.AT HEAD.EMBED JAMB FLASHING ct DIAGONAL CUT-SEE DIAGRAM. INTO SEALANT NO FASIFN IN PLACE. U (FLASHING GOES OVER SFAAAFIh SEALANT BEAD BERVFF N 1 FLASHING AND MOUNIING U av U � - - J 28/08 U P M--� � pq � — — SEALANT SECURE WRB AT HEAD Y2 N • •�, r c2n 8 ct C \ s.JAMB FLASHING 6'-3" ►� EXTEND JAMB FLASHING TO \ OVERLAP SILL FLAM M.EXTEND JAMB BASHING g4'AVE \ ROUGH OPENING AT HEAD.TUCK \ \ ® A TOP OF JAMB FLASHING LINER \ AIINTERIOR SHING AT HEAD EXTENDS T' THE FAP OF WRB AT THE FEAR. \ OND JAMB BASHING. SEE DIAGRAM. 7.HEAD FLASHING \ \ �--� VIEW: EMBEDFLASHING BOTTOM OF THE READ LEFT CORNER OF WINDOW O FLASHING AGALNST THE PREVIOUSLY EPRVERSED SEALANT W6 OOM �I CUDH ROOM N SEALANTO P '— — — — MEND MAD I a CLT LINE—\.,T-' 5IL BASHING \ B __ � SHIM AND ADJUST WINDOW TO A ACHIEVE SQUARE,PLUMB,AND LEVEL FASTEN 7.WEATHER RF56TAM GABBIER CONDITION.USE CORROSION WNDOWS PER WI NDOW MAMUMW NRER AT A 45 DEGREE ANGLE,CAREFULLY SPECEICARON5. q CUT THE BARER ON A DIAGONAL.. CRRAID THE'TOP EDGE OF THE I >iO 1 ER BARRIER UP AND TAPE THE TOP CORNERS AN CENTER TO THE EXTERIOR WRB SURFACE ABOVE. Vel I NPOW I N5TALLAT I ON PETA I L NT`s OARAeE BELOW GENERAL NOTES: OARACE J�)ELOW I— — — — DATE:25 JANUARY 2016 1. ALL INTERIOR DIMENSIONS GIVEN ARE FROM FACE OF STUD TO FACE OF STUD UNLESS OTHERWISE NOTED. tj DRA WN BY. PAT 2. ALL DOORS TO BE LOCATED 4" FROM ADJACENT WALL OR COUNTER, OR CENTERED IN WALL UNLESS OTHERWISE NOTED. I \ �/1�7 CSTL— �) /� LA O PLAN 3. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN N CHECKED BY: PAT N7 �IRT � OR PEMOL IT I ON PLAN QUESTION THE CONTRACTOR IS RESPONSIBLE FOR SCALE= =1'-d' N OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WITH THE WORK. DRAWING LEGEND: EXISTING WALL TO REMAIN 66ALE: "=1'-O 4. USE M.R. GYP. BD. ON ALL WET WALLS. NEW WALL 5. IN THE EVENT OF ANY DISCREPANCIES FOUND IN THE DRAWINGS OR CONFLICTS BETWEEN THE ARCHITECTURAL DRAWINGS AND THOSE OF THE ENGINEERS, THE PLAN NOTES: CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE I-GOWTRAGTOR To VERIFY THAT ALL CLEARANCES INDIGATEP ON PLANS (INCLUDING ARCHITECT BEFORE PROCEEDING WITH THE WORK. GANNETRY) ARE SUFFICIENT TO AGGOMMOPATE OWNER'S CH016E Of APPLIANCES A— I 6. ALL INTERIOR WALLS ARE 2x4 WOOD STUDS U.N.O. 2-REPAIR/REPLACE ALL EXIST SKYLIeHTS AS NEEDED, TYP OFFICE COPY A-2 REVISIONS __-------_ DATE N0. MA5TERR - i \ r , I � I sTEI=L I-SAM \ I WO(A GUARDRAIL I Q V AfOVE \ ROOF DECK Tv \ ' i ,' , GL ,� I \, R I\ 6L 6 I I r � ROOF AT C) co EXISTING CHIMNEY L I \ / W Q TO 13E GAPPED & SEALED - _�'/ I Q F-t W WOO K - I ' gi --- ' 0 � w NEW p DEG VA I , ® � -- � U z aU �SKYLIGHT I — W �' ' N _ M \ � N SKYLIGHT EX 15T I N O ,�''' I H Lu SLAT ROOFI ------- � o 11 -J 1 41R \ 000 hLrF r 1 f�EP`RooMop Lu 2 , K I TOREN PF� T_ / ISP�EGONP ffLOOiz L10HT-INCS/ELE6 PLAN - -A-] - ,-o I �+ SCALE_ 1 L N OTES � TERROT ACTA BARREL 1. ALL CEILING HEIGHTS ARE REFERENCED FROM TOP OF —� / M""� 7� a ROOF TILES, TYP EXISTING FLOOR SLAB TO FACE OF STUD UNLESS OTHERWISE NOTED. I T/1 ct ct ct W 2. COORDINATE LIGHT FIXTURE LOCATION W/ DUCT WORK LOCATIONS. ® DOUl3t E STACK SKYLIGHT YLICtT SKYLIC�I iT CONTRACTOR TO VERIFY & INFORM ARCHITECT OF ANY CONFLICT. OVENS GFl ® 1--I 3. WHERE MULTIPLE SWITCHES OCCUR (SWITCHES, DIMMERS OR BOTH). PANTRY ( U GANG GROUPS IN THE SAME JUNCTION BOX WITH ONE COMMON _ --- COVERPLATE. _ ct U 4. ALL SWITCHES TO BE MOUNTED 4'-0" ABOVE FINISHED FLOOR - - - - - -- r l AND 6" FROM STRIKE SIDE OF DOOR FRAME UNLESS OTHERWISE NOTED. 5. ELECTRICAL CONTRACTOR SHALL PROVIDE ANY SUPPORT SLAT .00F SYSTEM AS REQUIRED FOR ALL LIGHT FIXTURES. 6. ALL DIMENSIONS AND LOCATIONS TO BE FIELD VERIFIED BEFORE CONSTRUCTION. NOTIFY ARCHITECT ABOUT ANY DISCREPANCIES / 7. ALL LIGHT FIXTURES TO HAVE DIMMERS, UNO. CEILING/ELECTRICAL LEGEND w � CEILING FAN W/ LIGHT I I I Q ® 6" RECESSED DOWNLIGHT FIXTURE C7UE5r ROOM I I PROPOsED WOoD POSTS & PENDANT FIXTURE I I RAILING 1-0 WALL MOUNTED FIXTURE ® EXHAUST FAN I �r M ® CEILING MOUNTED WATERPROOF FIXTURE I / / FOYER EXISTING WALL MOUNTED WATERPROOF FIXTURE / TERRACOTTA BARREL I / ROOF TILES, TYP SKYLIGHT UNDER CABINET LIGHTING OARAOE BELOW DATE: 5 JAS'UAR 2 6 220V DUPLEX OUTLET s DRA WN DY. PAT &UARDRA I L ELEVATION Zv TV, CABLE SCALE= 51V110V� 110V DUPLEX OUTLET � �LV of\ L I�J i I�I N`/ �/�L� PLAN CHE cKED D Y: PAT �1�� D DEDICATED 20 AMP OUTLET / ,{KGFI GROUND FAULT CIRCUIT INTERRUPTER OUTLET SGS. -�-d N y� OFFICE COPY SWITCH R SWTCH W/DIMMER R00 (�UNPE6r\) F LANA- 2 REVISIONS DATE NO. HALL O �Y ND WASHER/DRYER ' 0. PANTRY z GLOSET 0 NJILL--IN V) OVENS Lu GRAN ITE COUNTERTOP .00 ® 00. T < ® WASHER YER _ T Ll 0cl U � � TOVENS UNPEF 3TAIR GRAN ITE �AGKSPLASh ® U V w o0 O O O U � Q � M � OPEN KNEE AREA '; `� U) N FELON BAR "' Lu 0 Q ® � N I -H KITCHEN ELEVATION NTOMEN ELEVATION W W Q � PA i NTED DRYWALL ~ 03 M -14 ►.--� ® F� 14 w ,.._, o TILE v FAOKSPLSII CREAT ROOM ---�-- � GRANITE EYOND COUNTERTOP o GRAN ITE "� l COUNTERTOP Ll 7— z7 I'I i ® FARM SINK FRONT PANEL PULL— LAZY AZYTRASII DISt1WASIIER R SUSAN c SUSAN /� �` T DATE: 25 JANUARY 2016 DRAWN BY: PAT 1'-5" 1'-6" 2'-s" 8" CHECKED BY: PAT i'-8" 1'-10° 2'-10" 1'-5" N 1 -H OFFICE COPY KITGHEN ELEVATION NT611EN ELEVATION A� 3 �� .�1 ;Y REVISIONS DA TE NO. Z 0 C/) U) Q � W ~ 10'-7.. ® � (� U U V V I— U) U) . Q Q � U) N F-- w Q ® a PAINTED DRYWALL, TYP FLAT SCREEN TV N El I rn 0 0 0 0 0 OPEN 6MELVINC� Q O f 0 0 NEW VENTLE66 OPEN 6HELVINO FIREPLACE ., ,,- 1 ,,Ll OPEN 6MELVIN0 7� �e ❑ 'Ci w 2'-1" 4'-3" 4'-3°' 5'-9" 4'-10" 4'-3" 4'-3" ol O w KITCHEN ELEVATION _ O) Q; PRAWINe NODS I. QUILT—IN PIMENSIONS TO 15E CONFIRMEP & REVISEP AFTER CONSTRUCTION OF NEW PONY WALL & STEPS. i I BATE: 25 JANUARY 2016 DRA TNN BY. PAT CHECKED BY. PAT A-4 OFFICE I 16. GLUED LAMINATED MEMBERS SHALL BE FABRICATE IN CONFORMANCE WITH ASTM AND GENERAL STRUCTURAL RIOTER � CONCRETE z AITC STANDARDS. EACH MEMBER SHALL BEAR AN .I.T.C. IDENTIFICATION MARK AND ® O SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. 23. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACE 1N ACCORDANCE Floor and Roof Live Loads Z P (THE FOLLOWING APPLY UNLESS SHOWNOTHERWISE ON THE PLANS) WITH IBC SECTIONS 1905,1906 AND ACI 301 INCLUDING TESTING PROCEDURES. CONCRETE < U 17. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, SHALL ATTAIN A 28 DAYSTRENGTH OF Fc' = 2,500 psi AND MIX SHALL CONTAIN NOT Attics: 20 psf w/ storage, lO psf w/o storage CLQ �.,- = - CRITERIA EXTERIOR GLUE IN CONFORMANCE WITH IBC SECTIO 2304. REFER TO WOOD FRAMING LESS THAN 5 '/z SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO Habitable Attics, Bedroom: 30 psf ® 0 NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. PRODUCE A SLUMP OF 5" OR LESS. LA 1, ALL MATERIALS, WORKMANSHIP; DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE All Other Rooms. 40 psf UJ Z DRAWINGS, SPECIFICATIONS, THE FLORIDA BUILDING CODE, FLORIDA RESIDENTIAL CODE, AND 18. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE _ Garage: 40 psf O THE CITY OF ATLANTIC BEACH BUILDING CODE AMENDMENTS. PRESSURE-TREATED WITH AN APPROVED PRESERV TIVE OR 2 I._AYERS OF ASPHALT 24. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), U IMPREGNATED BUILDING PAPER SHALL BE PROVIDEE BETWEEN UNTREATED WOOD AND GRADE 60, FY= 60,000 PSI. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE Roofs: 20 psf 2. DESIGN LOADING CRITERIA CONCRETE OR MASONRY. SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH: Wind Design Data •2014 FLORIDA BUILDING CODE (FBC) STRUCTURAL ENGINEER. ,,��*'►['�"a3 ,°J'r O •2014 FLORIDA RESIDENTIAL BUILDING CODE (FRBC) 19. TIMBER CONNECTORS CALLED OUT BY LETTERS ANH NUMBERS SHALL BE "STRONG-TIE" Ultimate Wind Speed: 132 mph • cv 2005 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CA ALOG NUMBER'C-2014. EQUIVALENT 25. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: Nominal Wind S eed: 102 mph �• a •2005 AMERICAN CONCRETE INSTITUTE ACI 318 - p p r :�' Q ° °: o ( ) DEVICES BY OTHER MANUFACTURERS. MAY BE SUB TITUTED, PROVIDED .THEY HAVE ICBO FOOTINGS AND OTHER UNFORMED SURFACES SAST AGAINST .AND .PERMANENTLY EXPOSED _� z ,� W rQ� *MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10) APPROVAL FOR EQUAL OR GREATER LOAD CAPACI IES. PROVIDE NUMBER AND SIZE OF TO EARTH . 3" Risk Category: II ;,,., `c zr tr . `0 Q C7 FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . .Z Wind Exposure: D .. Z � ]HE FOLLOWING ARE THE DESIGN LOADS AND FACTORS THAT WERE USED IN THE p �`- • 4 ' STRUCTURAL DESIGN OF THIS PROJECT. ACCORDANCE WITH THE MANUFACTURER'S RECOMM NDATIONS. WHERE CONNECTOR (#5 BARS OR SMALLER) . . . . 1 '/" �`• ��;�'� Enclosure Classification: Enclosed '`' •• ••••• LIVE LOADS STRAPS CONNECT TWO MEMBERS, PLACE ONE-HAL OF THE NAILS OR BOLTS IN EACH COLUMN TIES OR SPIRALS AND 'BEAM STIRRUPS . 1 �/" •ALL WOOD EXPOSED TO WEATHER SHALL BE TREATED MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CO FORM TO ASTM A307. PROVIDE Internal Pressure Coefficient: 0.18 +/- •FLOOR (SLEEPING AREA) 3OPSF WASHERS UNDER THE HEADS AND NUTS OF ALL B LTS AND LAG SCREWS BEARING ON SLABS AND WALLS GREATER OF BAR DIAMETER PLUS 1/8 OR •FLOOR (NON-SLEEPING AREA) 40PSF WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHA L BE AS CALLED OUT BELOW. ALL Components and Cladding Design Pressures: •ATTIC (WITH STORAGE) 20PSF SHIMS SHALL BE SEASONED AND DRIED AND THE AME GRADE (MINIMUM) AS MEMBERS 26. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, Roofing Zone 1: +47.9 psf max., -52.3 psf min. *ATTIC (WITHOUT STORAGE) 10PSF CONNECTED. ALL 2X JOISTS SHALL BE CONNECTED 1-0 FLUSH BEAMS WITH "LUS" DIMENSIONS AND ELEVATIONS. SEE ARCHITECTURAL DRAWINGS FOR ALL SLOPES, •DECKS 40PSF SERIES JOIST HANGERS GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH Roofing Zone 2: +47.9 psf max., -61.2 psf min. •ROOF 20PSF DETAILS AT ALL EXPOSED CONCRETE SURFACES. Roofing Zone 3: -61.2 psf min. •STAIRS* 40PSF *INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORM LOAD OR A 300Ib 20. WOOD FASTENERS Roofing at Zone 2 Overhangs: -88.2 psf mm. POINT LOAD DISTRIBUTED OVER 4sgin., • RAMPS 40PSF �A O R Y Roofing at Zone 3 Overhangs: -88.2 psf min. +GUARDS HANDRAILS 50 PLL & 2.00 LB POINT LOAD IN ANY DIRECTION GUARDRAIL A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING / Stucco, Cladding, Doors & Windows: INFILL_ COMPONENT 5OPSF SPECIFICATIONS: 27. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UNITS, Zone 4: +52.1 psf max., -56.5 psf min. 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL SIZE LENGTH DI METER CONFORMING TO ASTM C90, LAID IN A RUNNING BOND MORTAR SHALL BE TYPE "S" Zone 5: +52.1sf max. -69.7 psf min. " DRAWINGS (AS APPLICABLE) FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY PER THE IBC: GROUT SHALL CONFORM TO IBC REQUIREMENTS AND ATTAIN A MINIMUM p DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OR 6d 2 0.113" ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 8d 2--1/-2" 0. 31'' COMPRESSIVE STRENGTH OF 1,800 PSI AT 28 DAYS; DESIGN F'm 1500 PSL. STRENGTH End Zone Width: 4.00 ft. W � SHALL BE VERIFIED BY PRISM TESTING IN ACCORDANCE WITH IBC SECTION 2105.22.2, V r 1 Q 10d 3 0.148" AND MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE WITH FBC. The Ultimate Wind Speed was used to determine the above O 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS Z �J PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN 12d 3-1/4" 0. 48" Component and Cladding Design Pressures. ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING"REINFORCEMENT: W LD Z 16d eox 3-�/2" o: 35' All exterior glazed openings shall be protected from wind-borne 0 Z= 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND debris as per Section 1609.1.2 of the 2014 FBC. -U STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN IF CONTRACTOR PROPOSES THE USE OF ALT.RNATE NAILS, THEY SHALL SUBMIT 4" WALLS #4 @ 48" O.C. VERT 3/16 dia. WIRE JOINT REINS @8" O.C. HORIZ. V) 0 Q ACCORDANCE WITH THE PLANS. NAIL SPECIFICATIONS TO THE ENGINEER (PRICR TO CONSTRUCTION) 6" WALLS #4 @ 48" O.C. VERT. (2) #4 @ 48" O.C. HORIZ. The site of this building is not subject to special topographic wind W Z Q m 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, FOR REVIEW AND FOR APPROVAL 8 WALLS #5 @ 48" O.C. VERT. (2) #4 @ 48" O.C. HORIZ, effects as per Section 1609.1.1.1 of the 2014 FBC. J U TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE 'CONTRACTORS 10" WALLS #5 @ 40" O.C. VERT. (2) #5 @ 48" O.C. HORIZ = J U WORK. THE ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR B. NAILS - PLYWOOD APA RATED,SHEATHING ASTENERS TO FRAMING SHALL BE 2" WALLS 5 @ 32" O:C. VERT. 2 5 @ 40" O.C. HORIZ. Geotechnical Information DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR ( ) # ( ) # U 0Z FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED, Design Soil Load-Bearing Capacity: 2,500 psf Z Q ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY IN ADDITION, PROVIDE (1) #5 (#4@ 6" AND 4 WALLS) VERT. AT EACH SIDE OF / OPENINGS AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS AND Flood Design Data <~ HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR 21. WOOD FRAMING NOTES--THE FOLLOWING APPLY U LESS OTHERWISE SHOWN ON THE O W Q PERSONS AT THE PROJECT SITE. PLANS: (2)#4 (#4 @4" WALLS) NORIZ AT ELEVATED FLOOR AND ROOF LEVELS; AT TOPS OF Flood Zone: V13 Q N WALLS AND ABOVE AND BELOW ALL OPENINGS, ALL HORIZONTAL REINFORCEMENT SHALL O T CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT LACED IN BOND AM EXTEND - Bottom of Lowest Horizontal Structural Member: 25.00 NAVD AND THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES A. ALL WOOD FRAMING DETAILS NOT SHOWN OT ERWISE SHALL BE CONSTRUCTED TO BEP BEAMS. E E D RELNFE EXTEND AROUND OPENINGS 2' 0" BEYOND - FACE -0F OPENING. IF 2'-0" IS UNAVAILABLE EXTEND AS EAR AS POSSIBLE AND HOOK. SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. THE MINIMUM STANDARDS OF THE INT, BUILDING CODE. MINIMUM NAILING, PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND This table was created using Windload Calculator Plus software(2014 Florida Building Code 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE FBC, INTERSECTIONS, LAP ALL. REINFORCING STEEL 48 BAR DIAMETERS OR 24 MINIMUM. Edition)availablefrom WindCalcs.com CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL DETAILS SHOWN, SIMILAR; DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS FILL ALL CELLS' CONTAINING REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS AND APPROVAL BY THE ENGINEER. OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS BELOW GRADE WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM 0E ALL CELLS 9. IT IS ADVISABLE THAT THE OWNER EMPLOYS AN ENGINEER TO PERFORM SITE SHALL CONFORM TO NATIONAL DESIGN SPECT ICATION FOR WOOD CONSTRUCTION CONTAINING REINFORCEMENT FOR ALL GROUT POURS OVER 5 FEET IN HEIGHT. UNITS OBSERVATION DURING CONSTRUCTION, OBSERVED DEFICIENCIES SHALL BE -REPORTED IN (1997 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK MAY BE LAID TO THE FULL HEIGHT OF THE GROUT POUR AND GROUT SHALL BE WRITING TO THE OWNER OR THE OWNER'S REPRESENTATIVE. „ PLACED IN A CONTINUOUS POUR IN GROUT LIFTS NOT EXCEEDING 6 FEET. ALL DIAMETER. LEAD HOLES ARE NOT REQUIRED OR 3/8 AND SMALLER LAG SCREWS. SCOPE PREPARATION AND PLACING OF MASONRY SHALL CONFORM TO SECTION 2104 OF THE P R O J RC _1r R C O P E COTECOR I CAEFBG. B. WALL FRAMING` REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. •NEW ROOF TOP DECK TO BE BUILT ALL STUDS SHALL BE SPACED AT 16" O.C. L N0. TWO STUDS MINIMUM SHALL BE PRECAST MASONRY LINTELS SHALL BE "CAST-CRETE" INSTALL IN.OR EQUAL •NEW GLULAM BEAM TO BE INSTALLED (OR EXISTING CONFIRMED 10. GEOTECHNICAL REPORT NOTE: NO GEOTECHNACCORDANCE WITH MANUFACTURER ICAL REPORT PROVIDED. ALL PROVIDED AT THE END OF ALL WALLS AND T EACH SIDE OF ALL OPENINGS, AND S INSTRUCTIONS DURING DEMOLITION AND REMODEL) FOOTINGS TO BEAR 12" MINIMUM BELOW GRADE AND ON SOLIDLY COMPACTED AT BEAM OR HEADER BEARING LOCATIONS: TWO 2x8 HEADERS SHALL BE PROVIDED *EXISTING RAISED CONCRETE SLAB IN THE KITCHEN AREA TO BE SOIL.. OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS LOWERED AND REBUILT, 11 R E U O OA _I OO SHALL BE PROVIDED THROUGH FLOORS TO S PPORTS BELOW. PROVIDE STEEL m • v CONTINUOUS SOLID BLOCKING AT MID--HEIGHT OF ALL STUD WALLS OVER 10'--0" IN12 on HEIGHT. v 11, DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING 28. STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION SHALL BE BASED ON THE ANY DEMOLITION, SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS LATEST EDITION OF THE AJ.S.C. SPECIFICATIONS AND CODES` „ REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END *SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGN AND NAIL TOP PLATE TO EACH STUD WITH TWO 1 �d NAILS, AND TOENAIL OR END PLASTIC DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS. L N 12. EXISTING WALLS SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE N o o TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND •A.I.S.0 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS. � � on 72 A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE y L cu PROVIDE EIGHT 16d NAILS @ 4 O.C. EACH SDE JOINT. :5 ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. 29. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REOUIREMENTS: � oa B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD *STRUCTURAL TUBING: A500 (GRADE B) FY- 46 KSI v o > MEMBERS PRIOR TO CUTTING ANY OPENINGS. *OTHER SHAPES AND PLATES: A36 FY= 36 KSI L o C: SMALL ROUND OPENINGS INTO CONCRETE SHALL BE ACCOMPLISHED BY CORE FRAMING BELOW WITH 16d NAILS @ 12" O.C. STAGGERED OR BOLTED TO CON- *CONNECTION BOLTS A325-N (3/4" DIAMETER ROUND, U.N.O.) > N r-4 Q DRILLING. CRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH 7 MINIMUM EMBEDMENT) D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY @ 4'-0 O.C: UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT- ARCHITECTURALLY EXPOSED STEEL SHALL CONFORM TO SECTION 10 OF THE A.LS.C. GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL UP POSTS SHALL BE NAILED TO EACH OTHEF WITH 16d @ 12" O.C. STAGGERED. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS, ALL ANCHORS EMBEDED IN REINFORCING, UNLESS OTHERWISE' NOTED ON PLANS. WHEN NOT OTHERWISE NOTED, PROVIDE GYPS M WALLBOARD ON INTERIOR CONCRETE OR MASONRY SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH qW AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. SURFACES NAILED TO ALL STUDS, TOP AND UOTTOM PLATES, AND BLOCKING WITH 13. CONTRACTOR SHALL CHECK FOR CRACKS AND OTHER DAMAGE AT ALL AREAS OF NEW NAILS @ 7" O.C. NAIL 1/2 GWB WITH 5d COOLER NAILS AND 5/8" GWB WITH WORK. c D 6d COOLER NAILS. PROVIDE 1/2 (NOMINAL) APA RATED SHEATHING (SPAN E) M I TA TI O U R OF O A B I O T I 14. ALL DAMAGED ITEMS SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UN- OR REPAIRED AS DIRECTED BY THE ENGINEER OR ARCHITECT. SUPPORTED EDGES), AND TOP AND BOTTOM LATES WITH NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12 O.C. ALLOW 30, THE STRUCTURAL DRAWINGS AND THESE GENERAL NOTES ARE ISSUED WITH THE W UNDERSTANDING THAT IT IS THE RESPONSIBILITY OF THE OWNER TO SEE THAT THE 0 WOOD /8" SPACING AT ALL PANEL EDGES AND ENDS. WORK IS CARRIED OUT IN ACCORDANCE WITH THESE STRUCTURAL DOCUMENTS AND THAT p o ANY DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE cv W C. ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT ENGINEER. IT IS ALSO ASSUMED THAT THE FIELD REVIEW DURING THE CRITICAL STAGES 7 cv OF CONSTRUCTION SHALL BE CONDUCTED BY THE BUILDING OFFICIAL AND STRUCTURAL ' 15. FRAMING LUMBER SI TALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN EXTEND OVER MORE THAN HALF THE JOIST _ NGTH AND AROUND ALL OPENINGS IN L o CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. FLOORS OR ROOFS" UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL ENGINEER. NOTIFY ENGINEER A MINIMUM OF 48 HOURS PRIOR TO ANY REQUIRED SITE REVIEW DURING CONSTRUCTION REVIEWED FOR CODE COMPLIANCE BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH 17: FURNISH TO .THE FOLLOWING MINIMUM STANDARDS: TIMBER JOISTS TO FLUSH HEADERS OR BEAM WITH SIMPSON METAL JOIST CITY OF ATLANTIC BEACH JOISTS (2X & 3X MEMBERS SPINE OR HEM-FIR N0. 2 HANGERS IN ACCORDANCE WITH NOTES ABOV NAIL ALL MULTI-JOIST BEAMS � I SEE PERMITS FOR ADDITIONAL L AND BEAMS: MINIMUM BASE VALUE, Mb - 850 PSI TOGETHER WITH 16d @ 12 O.C. STAGGERED. REO A E TC U C TU R A V R E C O�I REQUIREMENTS AND CONDITIONS W � REVIEWED BY: DATE: 3-1-1 ~ Z (4X MEMBERS) S. PINE OR DOUGLAS FIR NO. 1 UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF SHEATHING SHALL BE 31. THE FOLLOWING ITEMS REQUIRE SPECIAL STRUCTURAL INSPECTION, `IF APPLICABLE ONLY, I- MINIMUM BASE VALUE, Fb - 1000 PSI LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED @ 4" O.C. TO AS PER CHAPTER 17 OF FBC 2014: W FR-AHED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND W w @ 12"O.C.TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS *REINFORCING OR ANCHOR BOLTS INSTALLED IN DRILLED HOLES IN CONCRETE OR OFFICE COPY X, u,J BEAMS: (INCL. 6X AND LARGER) S. PINE OR DOUGLAS FIR NO. 1 CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. MASONRY, EPDXY GROUTED MINIMUM BASE VALUE, Fb = 1350 PSI ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ROOF SHEATHING. *MASONRY LINTELS TOENAIL BLOCKING TO SUPPORTS WITH 16d Cc 12" O.C. UNLESS OTHERWISE NOTED POSTS: (4X MEMBERS) S. PINE OR DOUGLAS FIR NO. 2. OTHERWISE. *STRUCTURAL CONCRETE (FOUNDATION PIERS, GRADE BEAMS, AND SLABS) ' MINIMUM BASE VALUE, Fc = 1300 PSI ANCHORAGE *MASONRY WALLS *STEEL FRAMING AND CONNECTIONS INDEX- Z Z SO: GENERAL NOTES Z (6X AND LARGER) S. PINE OR DOUGLAS FIR N0. 1 v C) MINIMUM BASE VALUE, Fc - 925 PSI S1; PLANS AND SECTION Q 22, EPDXY GROUTED ITEMS SPECIFIED ON THE DRAWN ,S SHALL BE INSTALLED WITH S2: PLANS "ET" (EPDXY TIE) OR "SET" HIGH STRENGTH EPDX GROUT AS MANUFACTURED BY S3: DETAILS STUDS, PLATES & MISC. FRAMING: S. PINE OR DOUG-FIR N0. 2 THE SIMPSON STRONG TIE COMPANY. INSTALL iN STRICT ACCORDANCE WITH I.C.B.O. REPORT N0: ER 5279. SPECIAL INSPECTION OF INS ALI ATION IS REQUIRED. Z 00 < V O � W U. tA aZ 0 V .o ,t`�►�c►u rrryrr�,� O fV ti p p_,� O r .z: ------- PROPOSEDe���'`,!','t.• P��t����,,,, NEW ROOF trrrrrr►►►+ DECK ABOVE TREATED DECKING AS PER ARCH. 4x4 TREATED SLEEPERS E [STING 2x_FRAMED,SLOPED EXISTING 2x_FRAMED,SLOPED EXISTING 2x_FRAMED,SLOPED — 0 EXISTING 2x_FRAMED,SLOPED �_ �... ROOF W/CLAY TILE TO REMAIN ROOF W/CLAY TILE TO REMAIN ROOF W/CLAY TILE TO REMAIN ROOF W/CLAY TILE TO REMAIN EXISTING FLAT ROOF ' TREATED 4x4 RAILING POSTS EXIST.2x4 @16'O.C. 2-2x6 PONY WALL TO REMAIN EXIST.2x4 @16"O.C. 4x4 TREATED SLEEPER ---— —-- - - PONY WALL TO REMAIN O ----- Irk - -- V0 �� - EXISTING ROOF HATCH L.L 2-2x6 _ — TO REMAIN W Z= 2x12 RIM W L ' Z W = JV ROOF FRAMING PLAN V Z Q 2 NEW ROOF DECK FRAMING PLANS ji SCALE: SCALE: 1/47=1' > S SCALE: SCALE: 1/4"=1' O w Q V) 0 NEW ROOF DECK 1 IX 53 s %o W w NEW 2x6 BRACE @24'O.C. h N P o � V 0 oo 10 cuN MASTER BEDROOM > LU0 rn L 2 0 3 != c M v c�:: C m 0 o 0 4-1o W � v N N d GUEST ROOM NEW BEAM AS PER PLAN OR EXIST. BEAM TO REMAIN , CONFIRM EXISTING DURING DEMOLITION AND REMODEL EXISTING STEEL BEAM TO REMAIN KITCHEN GREAT ROOM ---- H EXIST. CONCRETE SLAB-ON-GRADE W -- TO BE REMOVED AND T.O.SLAB LOWERED TO MATCH±0'-0" CD — - - - W ' N N V1 N O Ln Z .. O W �z 3 BUILDING SECTION Lu C SCALE: SCALE: 114'=1' F" J WuJ Z 2 "� LA a OFFICE Y z Z qqlql� Z 0 Z 00 Q V 03W LA wZ 1 2 3 4 5 O I PROVIDE 4-6 OR 3-2x_ BUILT UP EXIST. 8"CMU WALL �p POST @SUPPORT;CONNECT TO I (PARTY WALL) S BEAM W/LSTA24 EA. FACE ����*�k��n3 ryN � !4'4 .• ,. •••�� Imo,' .LL O Yvl 14U;C,) o N co EXIST.STEEL BEAM 7 TO REMAIN(TO BE ry�i •Qico�` NEW LUS28,EA CONN. i i ; i VERIFIED DURING o N!. NEW 2x4 @16. I EXISTING 5Y4'"x11Y2'"GLULAM ; f DEMOLITION) lr��trr��in P,,��� 0.C. FRAMED WALLS C� NEW LUS210,TYP. I I TO REMAIN 1 1 1 I 1 f NEW GLULAM BEAM 5Y4 X12" 1 1 I I 1 EXISTING 6x10 1 I I I v I 1 I 1 2 S3 Nk PLAN FRAMING NOTES: • PROVIDE DOUBLE JOISTS OR CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS @WALLS NEW OR CONFIRM DURING ABOVE REMODEL • SEE ARCH DWGS FOR ALL DIMENSIONS AND ADD NEW 2x8;SISTER TO EXIST.; 4 ELEVATIONS. CONFIRM ALL DIMENSIONS ON o /NAIL W/16d @16"O.C.,STAGGERED f S3 I SITE (V I 1 1 I N NEW 46 POST NEW 2x4 @16"O.C. W FRAMED WALL ' ' 3 1 S1 C 4 3 Z �u- --Q i F OPEN FOR STAIRS ' " W z - x i NEW 4x6 N ' POST-IN-WALL OR ' ' Z � u Z i I VERIFY EXISTING 1 t ^ Q u 1 1 V • < J EXIST. 8"CMU WALL Ju UPPER FLOOR FRAMING PLAN (END WALL) V 0 17 S 2) SCALE: SCALE: 1/4"=1' O Lu Ln0 r I NEW 2x4 @16"O.C.TREATED PONYWALL j EXISTING CMU RET.WALL 8'-11�/2" 25'-7y"l I i 717 I � I 1 I 1 1 f 1 1 1 1 10 1 I S3 1 1 1 EXISTING SLAB-ON-GRADE TO I 1 �O SLAB ON GRADE I I BE REMOVED AND NEW i i 14? LOWER SLAB POUREDwpm I 1 I 4 1 � 1 N f I I F oo C a) FOUNDATION PLAN NOTES: ' t v E! an • CAREFULLY REMOVE THE EXISTING SLAB IN CRAWLSPACE 5 o c THE AREA NOTED ON ARCH DWGS. 4 cu S3 • REMOVE SOIL TO ALLOW PLACEMENT OF 4" °°` DEEP SLAB • INSTALL 6 MIL PO;Y-VAPOR BARRIER AND o 0 REINF.AS PER DETAIL 5/53 1 I i i uja • POUR CONCRETE4 SLAB TO MATCHui EXISTING ELEVATIONS PER ARCH DWGS. 53 i EXISTING STAIRS TO BE o 0 • NEW CONCRETE MIX SHALL BE 2,500psi I I REMOVED I i M I 1 1 on IL 1 1 1 I c w Z 5Y2"-6"(SITE VERIFY) I f f I N I 1 F f l I 6d t 6 f 1 3 y o v u V' C C ' 1 1 I I N N d 1 1 1 I ABU46 FOR NEW 46 POST OR ABU46 FOR NEW POST VERIFY EXISTING C I INEW NEW 2'-6'x2'-6"x12"DEEP M FOOTING OR x12"DEEP V I I FOOVERIFY EXISTING I I FOOTING OR VERIFY EXISTING I I 1 I l 2 FOUNDATION PLAN SC SCALE: SCALE: 1/4"=V t W Q � D p N Lu ' � N LA ' G/f N C) W J H ~ Ln UJ W Z _ � I C/1 d j O Z r*4 OFFICE COPY Z Q I� I L/3 MAX. Q Z p0 x MAX, oCm Q 0 ! w \ (z)#4 CONT. C�TOP RAISED SLAB TO BE 4x4 POST LLW LA REMOVED ui Z 4x4 TREATED RAILING POST AS - "-- • EXISTING ROOF FINISH TO REMAIN PER PLAN;T.O. RAIL TO BE 36" 0 d a H2.5A EACH CONNECTION EXIST. ROOF DECKING TO REMAIN ABOVE T.O. DECK OR AS PER _ • EXIST. ROOF DECK JOISTS TO REMAIN ARCH DWG • 2x6 BLOCKING TREATED NEW 2x6 DECK JOISTS @16"O.C.CONT.2x6 � 8" T.N. C�PERIMEOW/2 16d TER NG .`:�,'�,*►►►rn �f''r N D/3 MAX.D/3 MAX. 6,• 2x6 BLOCKING (2)Y2'0 GALV.M. BOLTS N 2x12 RIM W/WASHERS Et NUTS w='% e 'L- (2)#410 CLu UT EXIST. 4 4,t 0 C? P D DEPTH �F JOIST #4L@16"0.C. „ Q _ #4 CONT. BOTH WAYS, SLAB-ON-GRADE TO ALLOW NEW TREATED 4x4 SLEEPER _ `z DTH MID-DEPTH OF SLAB REMOVAL OF RAISED SLAB 6 MIL. P.V.B. - NEW GALV.%Z'0 THREADED ROD w ^ * ~ Z s DI STUD WIcr L — CLEAR SPAN o o:'Q` WIWASHERS£t NUTS; � � z � WATERPROOF COEXIST. ROOF � (2)#4 CONT. PENETRATION `���� *•. ©� �>� NOTES: • • • EXIST. PONY WALL IN ATTIC ����t,►►'►P4�; a NEW 2x6 BRACE W/4-16d NAILS NEW H2.5A C�24"O.C. EA. CONN. @24"O.C. 1. NOTCH CUTS ALLOWED IN TOP OF NEwHz.5AC�24•'o.c.,TYP. JOISTS ONLY NOTIFY ENGINEER PRIOR TO CUTTING BEAVIS—TYP. U.N.O. ^' f 2. THIS DETAIL DOES NOT APPLY TO EXISTING CEILING FRAMING HANDRAIL SHALL RETURN TO WALL OR END AT NEWEL ENGINEERED WOOD "I" JOISTS. TO REMAIN POST. MUST RUN FULL LENGTH OF STAIRS, MIN. CLEARANCE FROM WALL = 1 1/2" $ TYPICAL NOTCHES IN WOOD DETAIL 5 NEW LOWERED SLAB @GREAT ROOM NEW ROOF DECK TO EXISTING STRUCTURE SCALE: SCALE:3/4!'=1' SCALE: SCALE: 1"= V C SCALE: SCALE: 1/2"=V S J3J 3) C;- 2x8 ROOF FRAMING Lu ,Q 10" V Q NEW 4x6 POST 62 TOP OF FIRST LANDING L T I - EXISTING PONY WALL TO REMAIN 03 A35 CLIP @ EA. 2x8 JSTS. @ 16" O.C. OR - / j STRINGER AS PER PLAN ABU46 W Z W - I NEW H2.5A EA CONN. �.�.■ J cn STAIR n - STAIRS PER IRC 8311.7 d- 2X12 STRINGERS @ 16 <-� •O, NE' NEW 2x4016"O.C. FRAMED SURFACE O.C. W/ 2X4 STRONG O PONY WALL EXISTING 6x10 BEAM TO REMAIN u STAIRWAYS NOT BE LESS THAN 36" IN CLEAR BACK AS SHOWN 0 Z EXISTING 2x10 @16"O.C.FLOOR WIDTH BETWEEN HANDRAIL AND HEADROOM HEIGHT. NOTCH STRINGER TO FIT —_--- ______ NEW H2.5A EA CONN. FRAMING TO REMAIN 2x6 FLAT DO NOT OVER 2x10 LEDGER W/ (3) 16d Z Q THE GREATEST RISER HEIGHT SHALL NOT EXCEED = �— :o THE SMALLEST BY MORE THAN 3/8", c� CUT @ 16" O.C. p, o .. � o %Z'�TH %z'0,THRU-BOLTS W/WASHERS£t 2x6 FLAT CONT. W • NUT NUTS @16'O.C.,STAGGERED - Q THE GREATEST TREAD DEPTH SHALL NOT EXCEED = / 2x4 @ 16' O.C.o.c. KNEE w/ _ _ 0 W (3) HILTI PINS @ � ONE E " • a � Ln THE SMALLEST BY MORE THAN 3/8". H LTI PNS @12O.C.16 O.C. 0 LANDING AND TOP AND BOTTOM MINIMUM 36" X • CONI. SLAB AS PER PLAN NX1 36" (EXCEPTION AT TOP PER 8311.7.5 FOR NTEROR STAIRS NEW 2'-6"x2'-6'•x12"DEEP FOOTING W/(3)#4 EA.WAY-OR NE NEW 5%4'x12"GLULAM BEAM MAXIMUM RISE PER FLIGHT IS 12' BETWEEN VERIFY EXISTING LANDINGS/FLOORS NEW STAIR DETAILS Et REQUIREMENTS 9 WOOD STAIR, TYP. NEW FOOTING ( 22NEW FLUSH BEAM @KITCHEN S SCALE: SCALE: 3/4•'=V C SCALE: SCALE:3/4"=1' C SCALE: SCALE: 1"=1' C SCALE: SCALE: 1"= V 3) NEW HGUM(SIMPSON STRING TIE)HANGER AS PER PLAN it W/(8)-%$0x5"TITEN HD ANCHORS TO FULLY GROUTED PILASTERS IN CMU WALL • o N N N O e �>j _ O v > uj0 O• 0 0 L a ° O c. _ _ = c M 0 174 Qj V u � 75 Q) N NEW GLULAM BEAM AS PER PLANuj u o v c N N CL SECOND POUR FIRST POUR NEW GLULAM BEAM TO CMU WALL L/6 MIN• C 3 SCALE: SCALE: 1"_V SEE PLAN FOR SLAB BURKE "KEYKOLD" JOINT J - THICKNESS AND STOP NONE. 1" CLR. OF • X REINF.-TYP. JOINT EA. SIDE z Q o � -- W HOLES @ CL OF PLASTIC VAPOR BARRIER JOISTS ONLY o o w N AND COME4CTED n _ GRANULAR FILL PER o o N N PLAN ._ O CONSTRUCTION JOINT D DEPTH DE JOIST ° DI = STUD WIDTH SEE PLAN FOR SLAB 1/8"x1 1/2" PREMOLDED CONT. L CLEAR SPAN ° THICKNESS AND MASTIC JOLT STRIP. (JOINT ECC COLUMN CAP W REINF.-TYP. MAY BES .W-CUT AT J CONTRACTOR'S OPTION.) HOLES AT CL. OE NEW POST AS PER PLAN STUDS ONLY NOTES: J PROVIDE CONTROL OR W Q CONSTRUCTION JOINTS IN SLABS DI/3 MAX. 5 . 1. HOLE CUTS ALLOWED IN JOISTS w ON GRADE To BREAK UP SLAB 8" MIN. AND STUDS ONLY — NOTIFY ENGINEER LA w INTO_ - NTO RECTANGULAR AREAS OF 40 So. FT. OR LESS. AREAS To BE PRIOR TO CUTTING POSTS OR BEAMS APPROX. SQ. AND HAVE NO CUT ALT. WIRES PLASTIC VAPOR BARRIER ACUTE ANGLES. JOINT LOCATIONS CL HOLES - TYP. U.N.O. TO BE APPROVED BY THE AT JOINT AND COMPACTED ARCHITECT. 2. THIS DETAIL DOES NOT APPLY TO GRANULAR FILL PER CONTROL JOINT PLAN ENGINEERED WOOD "I" JOISTS. z Z Q JOINT DETAILS CSL B ON GRADE 7 TYPICAL HOLES IN WOOD DETAIL t.� POST TO BEAMICE Z C � SCALE: SCALE: 3J4"=1' C � SCALE: SCALE: 3/4'=1' �S3) SCALE: SCALE: 1"=1' Copy '�J J p