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' NEW FRENCH DOOR 4068 RECEIVED 02/27/2017 DIVISION OF WATER DU -497 RESOURCE MANAGEMENT N Q LU > 4 Q z 0— co } Wz m LL W Y U 0 J W W J V W U) I mW o w I =o o W ac W co ;Z ¢ n. 0w ww = Uo6 W I— W vg Z mw a2 0 a. co) w O Q '— __ ¢p, z¢ o= 0 o0) F -j MORRIS RESID NCE (1) Z0 cf)o Q N Z N R NOVATION P ANS W z MW I D N J F ca b �j m a 1433 Beach Avenue - Atlantic Beach, FL 32233 -- z ¢ �; z w PERMIT ISSUECn F— September 27, 2016 Z colop Se p Wz W ow W All W F- U E Cj) 111 o F J ~ N U' < 4� U- F- O C `G V U M n (�'Z ,NU) W W T U U cc) N O Q O $ Z 1-- p = 2 LLF 0 -LL w 0 0 rr a. w square footages listed below were taken from the COT Property Appraiser's COMPLIANCE METHOD Z Website on September 2' 2016 _ p � THE DESIGN ONTAIMED HEREIN WAS PERFORMED UNDER THEW RK AREA COMPLIANCE O- z <t 0 a� EXISTING: METHOD DESCRIBED PER SECTION 301.1.2, FLORIDA BUILDING CODE 5th EDITION (2014) Z O M EXISTING BUILDING. - �Q am Nw FIRST FLOOR CONDITIONED: 1491 mt7 THE WORK TO THE EXISTING STRUCTURE IS CLASSIFIED AS ALTERATIONS LEVEL 2, PER SECTION 504,w m cs . ca j SECOND FLOOR CONDITIONED: 1,538 FLORIDA BUILDING CODE 5th EDITION (2014) EXISTING BUILDING, AND SHALL COMPLY WITH CHAPTERS 7 & 8. U. .� am )� (LS L CL z C:M a U - FINISHED OPEN PORCH. 345 0 Co �. FINISHED SCREENED PORCH: 28 0 00 UNFINISHED OPEN PORCH: 56 o(3C 3,458 PROPOSED: FIRST FLOOR CONDITIONED: 15491 SECOND FLOOR CONDITIONED: 15538 FINISHED OPEN PORCH: 345 FINISHED SCREENED PORCH: 28 UNFINISHED SHED OPEN PORCH: 56 3,458 INDEX OF DRAWINGS CVR COVERSHEE A-1 PROPOSED F2ST FLOOR PLAN 2z 0 a 02 _ z t- ¢ O �' � W �► CITY OF ATLANTIC BEACH on A-2 PROPOSED SECOND FLOOR PLAN w z UA SEE PERMITS FOR ADDITIONAL ¢ O A-3 PROPOSED ELEVATION5 o}C w n N REQUIREMENTS AND CONDITIONS U� WT W A-4 TYPICAL WINDOW FLASHINGS w0 C z a C'M`N o o°c -j o M 0 O REVIEWED' BY / � DATE: 2 `I "') pp l+ X-1 EXISTING F ST FLOOR PLAN W ¢ U— V" , c o a 0 o us 40 EXISTING SE OND FLOOR PLAN z a 00) ¢ EDi b Alk W C0 2 V i 00 �Q�( THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. IF 000 NZ = ti O g a a S STRUC PAGES (by E.O.R.) 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W lL REMOVE DOORSN \ CD MAKE CASED PENING 0 \\ Q V / f N W W \ / O N 00 REMOVE 1x6 TSG CEILING, O Q it o MASTER 7r�" p APPLY SPRAY FOAM INSULATION, a W p ♦ , r_ AND REPLACE 1x6 TSG V GROOVE W' - F- W Q 12 r -8 96" CLG HT ^� Z LU CN \ " ul)�'LU \>--------- - - -- -- VAULTED VAkTED _i- .i 0' t0 W VAULTED / CLG U ISG I-- Z y„ CLG# 2 Q Q / M. BATH o 00 C ,C tr) / IW- g z U Ch tTf N 17'-2" o// Fu' J\ o Q W i Q N N FT- ♦-.+04 c%j m M / 03" PLATE HT Q W > 1 \ � :F:+ (a u. c L 4852 4852 21050 21050 I 2250 2250 �- fn m � _O Oa Z C MQW c.a o � r - I 30'-o%" 40r.41 /an OC O '— m_ 63'-3%2" 7'-8'/2' O w 71'- 0 " O Z <C U 2 PROPOSED SECONDCOND FLOOR PLAN W >- m z �a 1/4" = 1'-0" w Z > p co N w� O M M co V NEW WINDOWS w Z q M Q F u' o� _ N V U O I U .. d 04 vN'. V 0 Z C6 U OO U Z Q tJ u) f " 0 'a LL 0 N Z a � OQ a U pC Er -W zW O m U O p ZF- oL Z O O w Q W tJ R 41 W IIS 3 m X C O Q LA 0 a ` I k O OFFICE COP m w' 0 ca co laic W THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. NEW FRENCH DOORS NEW HANDRAIL TO TOTAL OF 36" ABOVE DECK SURFACE TOP OF NEW DECK SURFACE 3 STEP DOWN FROM HOUSE ELEVATION REWORK EXISTING COLUMNS WITH NEW WRAPPED TRIM REWORK EXISTING DECK AS PER FLOOR PLAN o M TOP O NEW DECK SURFACE �, }- >% N 3" STE P DOWN FROM HOUSE ELEVATION O -------------------------------------------------- ---------- ---- m Z pC 0 Z REBUILD EXISTING SHOWER WALLS 2 z RAISE FLOOR TO MATCH ADJACENT HOUSE ELEVATION U m W>- IZ- d Z REWO EXISTING COLUMNS > �p o co WITH N W WRAPPED TRIM Q M N E cn Z - o co � w< LL r O V 2 = N j U U 4 cm Zp ¢co Si�Q PROPOSED REAR ELEVATION REWO EXISTING DECK w; coo 1/4" = 1'-0.. AS PER. LOOR PLAN 0 0 N g a UL o V 0 a Q OG w F- OWC Z m 0 Z� � a 00 0 �zIA u m„� a o Oa x CD w O a OFFICE COY m m g THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND AIY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. wo W cco U -0 w� N O u.O O z w Q > N NEW H4NDRAIL TO TOTAL OF OTABOVE DECK SURFACE1 e w -� U W F— (U ct 00 z ;Z �= 0 .0 o °) Q O WZ o a w m 0 F° LL. W W > 0 uiv O� 0 w W 0 J W Q LL W W U Z W cl) ZL 'L- O J > Q w P _ U CL nd m 0 w `C a ww =U Z W F- w Z� < Z O �- o _ Z> 0 0 - - N ---------------- --� Q oa z= low o cn O � ZZ a to Z Z O N Z c� w 7p- 2 w E r � REBUILD EXISTING SHOWER WALLS �I a a m PROPOSED LEFT ELEVATION (PARTIAL) ISE FLOOR TO MATCH ADJACENT HOUSE ELEVATION z a W m Z 1!4" = 1'=0" cf) a Z o 0 w - Z w U � ow o M TOP O NEW DECK SURFACE �, }- >% N 3" STE P DOWN FROM HOUSE ELEVATION O -------------------------------------------------- ---------- ---- m Z pC 0 Z REBUILD EXISTING SHOWER WALLS 2 z RAISE FLOOR TO MATCH ADJACENT HOUSE ELEVATION U m W>- IZ- d Z REWO EXISTING COLUMNS > �p o co WITH N W WRAPPED TRIM Q M N E cn Z - o co � w< LL r O V 2 = N j U U 4 cm Zp ¢co Si�Q PROPOSED REAR ELEVATION REWO EXISTING DECK w; coo 1/4" = 1'-0.. AS PER. LOOR PLAN 0 0 N g a UL o V 0 a Q OG w F- OWC Z m 0 Z� � a 00 0 �zIA u m„� a o Oa x CD w O a OFFICE COY m m g THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND AIY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. wo W H U O Z N O u.O O z V N NEW H4NDRAIL TO TOTAL OF OTABOVE DECK SURFACE1 e w -� U ,= O N ,: F— bow ct 00 ;Z �= Q .0 o °) Q 0- a w 2x WA ch Ld EXTENSION ON TOP OF NEW DECK u CL F° LL. W W CL O� W 0 Z LL W Z WO ZL 'L- O o M TOP O NEW DECK SURFACE �, }- >% N 3" STE P DOWN FROM HOUSE ELEVATION O -------------------------------------------------- ---------- ---- m Z pC 0 Z REBUILD EXISTING SHOWER WALLS 2 z RAISE FLOOR TO MATCH ADJACENT HOUSE ELEVATION U m W>- IZ- d Z REWO EXISTING COLUMNS > �p o co WITH N W WRAPPED TRIM Q M N E cn Z - o co � w< LL r O V 2 = N j U U 4 cm Zp ¢co Si�Q PROPOSED REAR ELEVATION REWO EXISTING DECK w; coo 1/4" = 1'-0.. AS PER. LOOR PLAN 0 0 N g a UL o V 0 a Q OG w F- OWC Z m 0 Z� � a 00 0 �zIA u m„� a o Oa x CD w O a OFFICE COY m m g THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND AIY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. NEW H4NDRAIL TO TOTAL OF OTABOVE DECK SURFACE1 e � 2x WA ch Ld EXTENSION ON TOP OF NEW DECK u CL Z o M TOP O NEW DECK SURFACE �, }- >% N 3" STE P DOWN FROM HOUSE ELEVATION O -------------------------------------------------- ---------- ---- m Z pC 0 Z REBUILD EXISTING SHOWER WALLS 2 z RAISE FLOOR TO MATCH ADJACENT HOUSE ELEVATION U m W>- IZ- d Z REWO EXISTING COLUMNS > �p o co WITH N W WRAPPED TRIM Q M N E cn Z - o co � w< LL r O V 2 = N j U U 4 cm Zp ¢co Si�Q PROPOSED REAR ELEVATION REWO EXISTING DECK w; coo 1/4" = 1'-0.. AS PER. 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U) STEPS SECTION A Z O Q N WATER SHEDDMOr FASHION, STARING AT TI -E BASE OF THROUGH WINDOW JAMB 1 6 0 ' C uj 0 (ts aa< LL o - W Z m as LL W o U WR ,_I W WQ LL U W (n M -..I W Lu d p Lu '= co W W LSI Z a a.. O© WW F- W W P Z Y a 2zz 00- (j) W o _Q F-- J 0 J WOOD FRAME CONSTRUCTION WOOD FRAME CONSTRUCTION Z _ CODE COMPLIANT WINDOW INSTALLATION METHOD (F5C-RIO3.8) CODE COMPLIANT WINDOW INSTALLATION METHOD (F5C-8703.8) O � THE LCO RESSFLAITIVk'D APPLIED (IED PRIOR INEUNT T TWE NCD OW INSTALLATION. %� ILEATNER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. 1 CO Q fes} FLASI INC APPLIED THE MOUNTIWx FLANGE. U) STEPS SECTION A Z O SECTION Q N WATER SHEDDMOr FASHION, STARING AT TI -E BASE OF THROUGH WINDOW JAMB A (j) THE WALL 4 woRKMKs TOWARDS TAR LIG44 WINDOW JAMB Z W THE TOP, INSTALL THE WRB O TO THE FACE OF THE N SHEATWMIG. Q SEALANT DEAD V V Z APPLY SILL PLASHING (4orb*) BEHIND MOUNTING N W Z A m APPLY DEAD OF SEALANT E 251-- AT BACK OF WNDM a FLANGE TO HEAD 4 EOTHI -- -- JAMBS. APPLY A TFL, BEAD SEAL THE WINDOW FRAME TO OPENING. f#. o _ WRB < BOTTCDISC.O IN FLANGE LEAVING APPLY A V#1 NOM. DIA TO THEBACKSIDEBOTTOM FLASHING 2• GAPS (AOR) OF THB WINDOW FLANGE, N LME(2) WITH ANY PREF HOLES OR SLOTS.SET _ BETWEEN APPLY A V NOM. DIA MOUNTING FLANGE AND �. WINDOW USING PAN HEAD�SCREWS m A� OF SEALANT TO THE FL� TO FACILITATEINSPECTION.APPLY BACKSIDE (INTERIOR) OF THE MOUNTING FLANGE ARaw 0 Z m THE ENTIRE FERM'ETER PLACE BEAD N LINE WITH ANY FRE -PUNCHED HOLES 4 W ISJAMB FLA -044 z BEAD BETWEEN ff FLASHING AT HEAD EXTENDS OR SLOTS. X ` I• BEYOND JAM FLASNMIG. ♦ JAMB FLABHMG Q APPLY CANT. SEAL TO THE MOUNTING FLANGES AT FLASHING AND MOUNTING FLANGE. (j j APPLY BEAD OF SEALANT THE TOP (HEAD) AND SIDES (JAMES) OF WINDOW. Z AT HEAD EMBED JAMB FLASHING INTO SEALANT AND FASTEN / ® HEAD FLASNINCD W N PLACE (FLASHING GOES OVER SEALANT) ® MOUNTING FLANGE AT T44E APPLY HEAD FLASHING "` / Y / TAPE, AIOVELLCWNCa WIRBUMRB To LAY :FLAT CHER HEAD R.ASHNG. APPLY NEW SHEATHING TAPE OVER DIAGONAL. OUT - SEE Dom_ ` SECURE WRB v AT HEAD i SECTION Q A (j) TAR LIG44 WINDOW JAMB Z W O N Z N W Z m E 251-- a -- -- b o _ WRB < T FLASHING _ BETWEEN APPLY A V NOM. DIA MOUNTING FLANGE AND �. m A� OF SEALANT TO THE FL� BACKSIDE (INTERIOR) OF THE MOUNTING FLANGE ARaw 0 Z m THE ENTIRE FERM'ETER PLACE BEAD N LINE WITH ANY FRE -PUNCHED HOLES 4 W `lj ff FLASHING AT HEAD EXTENDS OR SLOTS. X ` I• BEYOND JAM FLASNMIG. ♦ �I.. (j j Z / ® HEAD FLASNINCD W MOUNTING FLANGE AT T44E \ HEAD. FLASHING GOES OVER W f :SECURE . „'' �` v MOUNTING FLANGE. EMBED ` \ HEAD . ' A BOTTOM OF HEAD FLAS14M i \ FLA9HNCs AT HEAD EXTENDS i• / % / A AGAINST SEALANT (FLASHING eEYcxlc JAM FLAGWW- �1 / / � �n)EXW� Q BEYOND EACH JAMB E ASHIW . . FASTEN IN PLACE. W I \ \ Q , AHEAD FLASHIN@ / / , / t� W F' E SEALANT i ; / i I EMBED BOTTOM of THE HEAD >< v I (� O PLASHING AGAINST THE PREVIOUSLY / 1 \ \ W F— p APPLIED SEALANT (FLASHING GOES f OVER �©AM F I /.sMEAD( 'INS, BEY«�ACJAB F— FLASHYFASTEN INPLACEFLASHAFTERIN$ TION N . O L02RNERS OFL F-„) FRAME A SEAL / �I\ Lj MECN CALLY JONS NO oA oJ LAaHNG FRAMES W N U TSIA `® LASNi FLASHWM EXTEND AS” FLASWINSL ?DiaFLASHING8Lij 80 N -a(smrM) ABOVE R Z EXTEND ��ueTOP OPENING AT MEAD. OF JAMB FLASHING UNDER THE FLAP APPLY / SEALANT O OF WRD AT THE WAD. SEE DIAGRAM Q SEALANT RoO M \ / TEMPORARILY HOLD \ / ® O z 'v UNTIL WRB S APPLIED SILL FLASHING I F— O Z q FLASHING; IN PLACE 2 HING O_ H SILL FLAS® Y " a LL W SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PL AND. JUSTLEVEWINDOW IONON. USEGC> I SWIM AC441EVE E, W W PLUMB, AND LEVEL CONDITION. USE CORROSION I RESISTANT'FASTeeft. FASTEN WANDOg18 PER ( RESI .d1NT' FASTENERS. FASTEN WINDOWS MR 0- = . (D I WINDOW MA1 FACTURER SPECIFICATIONS. (D I . y. MANUFACTURER FASTENER SPECIFICATIONS. O WEATHER RESISTANT III O ATH ( sI01AN7 (L W BARRIER -WRB L i AT A 4& ESE ANGLE, CAREFLLLY CETT THE Z I M A a8 DEGREE ANGLE CAREFULLY CUT THE ( I I TOP OF THE BARRIER AND TAPE THE; W 0 TOPE G ON A DIAGONAL. GENTLY TAPE TOP AND CENTER TO THE EXTERIOR TOP EDGE OF THE BARRIER UP AND TAPE THE +T � f UPS � ABOVE. AND CENTER TO THE EXTERIOR ' / i � WiB &II�ACE ABOVE. L „�� INTERIOR VIEW T— L / INTERIOR VIEW/ � TOP LEFT CORNER OF WINDOW O Q O � TOP LEFT CORNER OF WINDOW / / O C .� ch Z I' > UO M Cq cm NOTES:NOTES: (� M(D V fJ m 1. flashing to be 4exibh3 self-adhesivetype (min. 4' wide) rn Cc 1. flashing to be fleidble self-adhesive type (min. 4' wide) — W W +=� -� Sill pan flashing sill flashing } LL skhped surface 2• Dover sill to at Inst depth of window, plus 2" onto face of wrE 2. cover sill to at least depth of window, phis Y onto face of wrb �- Z M Q LL ( A 3. the pan shall direct water to the exterior over sill flashing 3. the pan shall direct water to the wderior over sill flashing CZ sill plate 4. install flashing around remaining window unit _` _ stil plate 4. install flashing around remaining window unit. �} � �+ T 5. weather resistive barrier to forth water shedding laps 5. wither resistive barrier to form water shedding lam O Z - m see note #2 SILL PAN FLASHING see notehk2 N SILL PAN FLASHING O W weather resistive - weather resistive 2 Z barrier NTS t(ol2tiona l) NTS (0 tp iona i) 2 Z wall sheathing —r--- wall sheathing p g Prepared by BOAF First Coast Chapter 9-11-2013 Prepared by 50AP Flr Coast Chapter 9-11-2013 W Z F- <C U) Z \ ; as 1 a. w 0 Q 0 LL C6 u - z wz m (j) 111 (3 Lu Lu >- cl D x � 0 ui J --J w Q UJ U) Ion W ujv Q�0 = O> 1= cr w w 11 m Z Q oQ. 0 63'-3%" p ww '— Lu 1 25-4/2n -10.-9/2 , n ,, 27-10/2 Z a� az 8'-1" 00- w 110110 110110 110110 0 a T 1 1 t J O C, o r coo � N 1 1 1 1 UTDOOR, o -----_. —__, Z 6'- , SHOWER �— 0t/) i 104 2654 2654 z i Q 3r O w co rai " ' I co N KITCHENN DINING Z o 71 ---- ----------- -' g _ = 97" CLG HT `' _ 97" CLG HT _=_ __==-------- i E bcc b 3'-2" 00 I p Q Nrn -' �— ' LLco 'S b CD r- N 2'-1" 3'_9" - _, " 3 -5'- �- r , .� 11-1 /2 Ir Q a V=8=-------- ' M P � , - co 1'7'-2" - , zz Q m z _ LIVING RM ZCD 96" CLG HT w z 2 293.3 rn I D Lu CV I 1 O w 5Y2" T wO � w U E _i 2M O h - I -' M (— J LL- O N U p tC U U N 0, �r c� m` = V V O O N °) ,, — aG Lu 013 o O m W .J z — = }}. a 9511 49511 \ � cL 12 IL Li uj Li 6068 d' w w o- _ 1 I F- 0 0 Z w O co _ I H Z Lo o SUNROOM 0 aC co O (D I= 97 CLG HT °' I i Q [� > cts N 32'-7" ' _ u m M CSW m cc% cts _ I LL w a Z m c� M a `p 49511 49511 49511 49511 49511 49511 T J F- 30'-0%2' L— — — — — — — — — — -- — — — 33'-3" ------------ ----- ---� w _` 0 m Iz 63'-3%2"_Z O w EXISTING FIRST FLOOR PLAN oo a H Q > M w0 ch M N p wQ �LLoon V 0V O V V Z N W } ¢' U � O O Q w rn lam V � wD Z ZOU. 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V O0 U 0 z Q m 0) a w cco Z0 O� cm a LL � U0 a o� (L z O m c.� z F- 00 JZ ° p D w„� Lu DD a O <C uo U }. 0 a co w OFFICE COPY m� oa W tAft z THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND A JY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. GENERAL NOTES EPDXY NOTES 1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST DEAD LOAD: 7.0 PSF EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" CEILING: 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL LIVE LOAD: 10.0 PSF CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2' INCHES FOR LIVE OAD:TORAGE: 30.0 PSF L DEAD LOAD: FOUNDATIONS, AND 3/" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 5.0 PSF FLOOR: 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. LIVE LOAD: 40.0 PSF " DEAD LOAD: 10.0 PSF DECK LIVE LOAD' 50.0 PSF EFFECTIVE AREA, SF EDITION, ACI, NDS, APA AND ASCE7-10. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 0-20 28.9 GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 28.9 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 20-50 27.1 -34.0 CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 50-100 25.6 ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: 25.6 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 100-200 24.6 -28.9 COMMENCING CONSTRUCTION. HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATI NS THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN OTHERWISE ON THE PLANS. ACCORDANCE WITH APPLICABLE SAFETY LAWS. 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8 000 o OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. PSI AND TENSILE STRENGTH OF 2,300 PSL SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT Q F- F' DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE ASSUMING 2000PSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. O 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO O THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT, AND OIL. off. 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE w D Lu NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TRAINING S. ALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSALTO TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORM. MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING <0 CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE p LOAD TABLE !'1 COMPONENT AND CLADDING RESPONSIBILITY OF THE CONTRACTOR. N N O n N CONCRETE NOTES ROOF: DESIGN PRESSURES W r - LIVE LOAD' 20 0 PSF 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST DEAD LOAD: 7.0 PSF EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" CEILING: 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL LIVE LOAD: 10.0 PSF CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2' INCHES FOR LIVE OAD:TORAGE: 30.0 PSF L DEAD LOAD: FOUNDATIONS, AND 3/" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 5.0 PSF FLOOR: 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. LIVE LOAD: 40.0 PSF " DEAD LOAD: 10.0 PSF DECK LIVE LOAD' 50.0 PSF EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 28.9 -37.9 28.9 -31.5 20-50 27.1 -34.0 27.1 -29.9 50-100 25.6 -32.2 25.6 -2.4 100-200 24.6 -28.9 24.6 -27.1 I i 4. 4" 300OPSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2 FIBERMESH OVER A 6 MIL VAPOR BARRIER AND TERMITE TREATED SOIL. i WIND LOADS: WIND SPEED: 130 MPH 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, I COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% EXPOSURE: D I MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE IMPORTANCE: 1.0 FOOTING. BUILDING CATEGORY: II ENCLOSED BUILDING: t 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM A615. ALL INTERIOR PRESSURE COEFFICIENT: CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN 0.18 FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF ROOF PITCH. MATCH EXISTING CONCRETE REINFORCEMENT" 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. a 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". l 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; :vr 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH - x 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 1-1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH -FOR THE PRIMARY REINFORCEMENT. 4 11. ONLY DIMENSIONSFOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE " DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. 12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF f STEMWALL WILL EXCEED. SIX (6) COURSES 1N HEIGHT. 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF 14. STEMWALL MUST BE FILLED. j FRAMING NOTES 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY' ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF �yccr/� RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND OFFICE COPY LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. 'NAIL SIZES ARE DEFINED BELOW: REVIEWED FOR CODE COMPLIANCE 8d = 0. 131 " x 2-1/2" I CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL 10d = 0.148" x 3" 12d = 0.148" x 3-1/4" REQUIREMENTS AND CONDITIONS i 16d = 0.162" x 3-1/2" REVIEWED BY: �- 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN DATE: / .!� i % --G AND/OR THE FOOTING DETAILS SHEET. i 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. 14qlu t .. Iate, 'i 0j CT 12 2016 ' DIVISION OF WATER Q�0 m co W o w � o Q F- F' -w O E E O p v g CO off. 0 U - O U co Lu w D Lu w <0 N N O n N W r - O z O O WZ r N z 2 0 w C�- M M z z W N O W M O W P LL ,... 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'/!�..�=_L�.%'. f � r� MI'CP OC / (2) 2x10 00 4 f (2) 2x10/� �� } , EXISTING DECK 1 z f - S1.01 i; Q 3 M � EXISTING DECKr ; -Ks 1.01 (2) 2x10 (2) 2x10 (2) 2x10 w Z W N / l Chh w M --------------------------------- - --- O2x10 -' ll 2� z —ir - W u - I r-------------------- -----------_------^ ----------- ----- (2)2x10-----------� /' EXISTING RESIDENCE i F` (%� Q 2 --- -- - — - IiXI — S1.01 I , W m ,�f 3'-34" U) pWp U POOL NOT SHOWN I I U) M Z IN SECTION. / r' O 2 2x10-- --:..— Z i W V g ---- O O 1— (3) 2x10 4 3 FUTURE POOL O I ( ( , S1.01 S1.01 {2)2x10Go "r`" ---- U II I 4 f cr) Q Al IL.------------_--------------------------------------------------------! r r r/ f } C) B� uio _ F U N DATL ON PLAN _ i Z _ O x Q 0 APPROVED PLAN AS PERMITTED O BY THE DIVISION OF WATER RESOURCE MANAGEMENT LL FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PIANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH. 161, F.S. � W a AND OTHER PERM ITS MAY BE REQUIREI?. M m LOU 6X6 PT N0.2 SYP POST. a Reviewed by Date Pernut # �" t ' w a v C/) -0:2 14+�s ; c' .I 0 w ' tl{�iF{{�, if& � I � .Q ! di `, ri .� .:: tiC x �! •:, yy E 4.1 Y +4:Ij�S 4w; :'� ... �.♦ .2.2 I •'1 t[!.Y +j. ,�., � �tf ,.. fl AAA �•i .� �ir ,.,, i �3 ``. ff}j,! !n! ,f �l ,� l.: t (✓ IL IL (2) 2X10 DECK BEAMS, UNLESS I �. I Gr Inti NOTED OTHERWISE. FASTEN TOT Lo POSTS WITH (2) 3/4" THROUGH v BOLTS. PT NO.2 SYP POST. SEE PLA 5/4" PT DECKING FASTENED TO FOR SIZE. BURY 24" BELOW w J W c caX JOISTS WITH (2) 3/16" GALV DECK GRADE. N W N m m SCREWS AT EACH INTERSECTION. ami� 35/4" PT DECKING FASTENED TO M -2_ O r > OR r JOISTS WITH (2) 3/16" GALV DECK cm c 0 N _z—_ SCREWS AT EACH INTERSECTION. c m %FASTENED E T 2X8 JOISTS AT 16" O.C. FASTEN TO ui� 2X8 DECK JOISTS AT 16" O.C. 18"0X24" DEEP CONCRETE L' G 5/4 PT DECKING FASTENED TO 5/4 PT DECKING AS END O �/" �� y o0 JOISTS WITH 2 3/16" GALV DECK JOISTS WITH 2 3/16" GALV DECK ; BAND WITH LUS28. !•..•••••.., FASTEN EACH END WITH LUS28, ALL O ( ) HOLES FILLED WITH 10d NAILS. SCREWS AT EACH INTERSECTION. SCREWS AT EACH INTERSECTION. ( ��� ••�G E N S 2X12 BAND BOARD BOLTED TO Z 2 °• a 1Z'#5 BARS DRILLED THROUGHZ ., . �: 59 2 • m •o _ _ 2X8 JOISTS AT 16 O.C. FASTEN TO — 2X8 JOISTS AT 16 O.C. FASTEN TO �EXISTING WITH (2) ROWS OF 1/2 LAG i L . BOTTOM OF POST.170.C.- C?. i �' ABU66, FASTEN TO FOOTING WITH m BEAM WITH LUS28. BEAM WITH LUS28. H SCREWS AT STAGGERED. " ANCHOR, EMBEDDED 8" INTO Q � 5/8 NC � ► E; (3) 2X12 BEAM. FASTEN TOGETHER r 2X12 BEAM. FASTEN TOGETHER WITH EXISTING BASE PLAT E F �� _ q FOOTING. 6 #57 STONE UNDER POST OR =_ E• TIE, , 6 4 WITH SDS25412 AT 12" O.C. (2) ROWS OF 10d NAILS AT 6" O.C. i •.�0., Q, •: ���` DRAINAGE. � I c I j- # 24"X24"x12" FOOTING WITH (3) #5 STAGGERED. FASTENED TO 6X6 STAGGERED. FASTENED TO 6X6 WITH _,E �• � EXISTING STEM WALL. ��i •.•„R ••'C?��`� WITH 5 5/8"X8 LAG SCREWS. (5) 5/8"X8" LAG SCREWS. o �% P ry BARS EACH WAY. O u ' cO EXISTING BASE PLATE. oo �� O N I j _ ? �_! 1 E- �� -� EXISTING BASE PLATE. NOTE: FOR THIS D AIL IF EXISTING FOOTING IS CONTINUO P� I US IT MUST $E 16 c,�oF 2�-ts GROUND BELOW. 1'-6" EXISTING STEM WALL. EXISTING STEM WALL. WIDE. IF EXISTING LOOR SYSTEM IS OFF -GRADE WITH PIERS, PERIMETER BEAM MUST BE MINIMUM 2) 2X12. IF NEITHER CONDITION IS SATISFIED, SEE DETAIL 5/?? Sheet No. TYPICAL DECK DETAIL'3%T. DECK POST DETAIL FLOOR SECTION LT.SECTION; AGAINST EXISTING - 0&3/4” '-0" '31 =1 nlm 1 x 0 OFFICE COPY 2 OF 4 p Q 0 a CID (0 V% O W p a' - -- f / -- - - - --- - Z 11111111,171 �,— — -- z { uw O f i #HIEI m g g 4lj i .0 E Z 0O Z O UCO) 0 a. O a O -5 LL 0 W 4 ,, w D CO f 52.01fit,o <n EXISTING RESIDENCE (2) 2X8 2:1 co co ii tali CD.CD W.Q. a. (2) 2X8 HEADER AROUND / I i, `• cn o CHIMNEY. FASTEN ENDS WITH LUS28-2. , S2A1 o N Z I REPLACE EXISTING SUPPORTS k/ 3 WITH NEW 6X6 PT NO. SYP. i PLACE 6x6 POST UNDER BEAM BEARING. FASTEN I 4 S2.01 j I O BEAM TO POST WITH (2) MSTA24. FASTEN POST TO ; }� FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. # „s z `f d3� Q EAST BEAM IS (4) 2X1. FASTEN LIES if TOGETHER WITH SDS5600 AT 12" O.C. ;'' 1 f STAGGERED. SPLICE AT COLUM S. � � � f O W (2) 2X8 2:1 Zw N 4 E W M III U- P:��1 k vJ C? �--% (2) 12X8 2:1 W U Q A*ALTERNATE I i �/ Q m I 4, ( U) c� SOLUTION** � � F- m— MI— t Ia z � Z / E l O p E-- �� 0 I EXISTING DECK BELO U /AI jl Q 4 � C•i .o � a c� r' > N V Q Of i ELAN - . TIAL, SECOND LEVEL WALL PLAN s r SSP AT 24" O.C. WIT ALL HOLES FILLED WITH 8d NAILS: '^ Q J (J/ i P. SEE PLANS FOR � N0.2 SYP HEADER SIZE, PLIES, AND NUMBER OF KINGS AND r I.... CRIPPLES. V I Q Z 1 CRIPPLES TO HEAD WITH MSTA18 WITH (6) 10d IN HEADER, (8) lid IN CRIPPLE U. BEAM/LVL. SEE PLAN FOR SIZE AND PLIES. 6X6 PT NO.2 SYP POST BELOW BEAM. 6X6 PT NO.2 SYP POST BELOW BEAMS. I FASTEN BEAM TO POST WITH AC6, ALL FASTEN BEAMS TO POST WITH LCE4, ALL HOLES FILLED WITH 16d NAILS. HOLES FILLED WITH 16d NAILS. i w cmI cm toW F. - KING KING STUDS & CRIPI�ES: (6) 16d BETWEEN w V ADJACENT KING STUDS AND CRIPPLES. a v w ca BEAM/LVL. SEE PLAN FOR SIZE AND PLIES. BEAM/LVL. SEE PLAN FOR SIZE AND PLIES. ; U0.2 TOP VIEW TOP VIEW I cm �M �10 BEAM/LVL. SEE PLAN FOR SIZE AND PLIES. s ALL CRIPPLES AND INGS TO BOTTOM PLATE X, v m BELOW WITH SPH H (10) 8d. Q w o i CO -2 _ o� EXISTING SECOND LEVEL WALL o , - M< IT 5/4" PT DECKING FASTENED TO 4 i BEAM/LVL. SEE PLAN FOR SIZE AND PLIES. s BEAM/LVL. SEE PLAN FOR SIZE AND PLIES. . • i JOISTS WITH (2) 3/16 GAIV DECK 1 SCREWS AT EACH INTERSECTION. 2X8 JOISTS AT 16" O.C. FASTEN TO ���,� •••'o'•.. i �Q;. G S • .9 ✓i BAND WITH LUS28. 6X6 PT NO.2 SYP POST BELOW BEAM. 6X6 PT NO.2 SYP POST BELOW BEAM. j �`<t✓4• 2 e FASTEN BEAMS TO POST WITH AC6, ALL FASTEN BEAMS TO POST WITH LCE4, ALL 2X12 BAND BOARD BOLTED TO to • HOLES FILLED WITH 10d NAILS. HOLES FILLED WITH 10d NAILS. �� I EXISTING WITH (2) ROWS OF 1/2" LAG f� ' SCREWS AT 12" O.C. STAGGERED. EXISTING FLOOR SY TEM AT 16" O.C. FASTEN ��•• -- ' �� f I BOTTOM PLATE TO B ND BOARD WITH 15" % EXISTING BASE PLATE. ! CS -16,9" ON BAND B ARD, 6" ON BOTTOM �•'O R 1 : ••'���.`� PLATE. FILL ALL HOLS WITH 10d NAILS. Q • • • • N� ��� ELEVATION VIEW ELEVATION VIEW EXISTING FIRST LEVEL WALL. j,�o��` SIDE ELEVATION CORNER ELEVATION TIN A Sheet No. 1 „_ , „ 2 ECK TO EXIS G E DER 1N EXISTING WALL 3/4 — 1-0 314" = 1^0�� 3/4" 1'-0" 3/4" S2001 OFFICE ' 3 of 4 GENERAL NOTES 1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION, ANSI/NSP13, ANSI/NSPI 5, ANSI/NSPI 7 ANSI/APSP 15. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER 50'-0" 0. THE WORK. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB 121-6" le 12`-6" IV121-6" le 12'-6" SITE PRIOR TO COMMENCING CONSTRUCTION GRADE BEAM SCHEDULE MARK HEIGHT (IN.)(IN.) WIDTH REINFORCEMENT A REINFORCEMENT B REINFORCEMENT C REINFORCEMENT D REINFORCEMENT E REINFORCEMENT STIRRUPS GB1 1'-6" 1'-0" (4) #6 N/A N/A (3) #6 N/A #3 TIES AT 12"O.C. p (? G 00 N co co CV N 3C) mt9 a� �o NOTE: awl 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE U) v'o r UU- U Z J ".,..� TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN M I ! - W J 1. TIES SHALL BE SPACED AT 6 O.C. WITHIN 36 OF ALL PILES; (TYP.) m O CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. O --------_----- ------�------------------ 4 -____-�- -- ---------_--_-- --__--- Q 2. SEE DETAIL THIS PAGE FOR TYPE I GRADE BEAMS. 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS A �----- - N --------- r ^ L.J DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF e�WAYN ee e�C.� lc � co ••••'.�'9��� Z e.`�C�CQ:•'•�CE I THE SUBSURFACE CONDITIONS, SOIL PREPARATIONS NOTED IN SAID j ' 3 . p'. S TE F REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS 10 '•'c lt' s®s • R.1 _.% e SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS 1 I I AUGER CAST PILES SPACING r w PERFORMED ASSUMING 150OPSF SOIL CAPACITY. i 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES i 3 ! V € SEE PLAN REINF. C ADDITIONAL � z O SHOWN ON THESE PLANS. ai s j SEE TABLE REINF. B O 0.25 Ln2 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. y ;; a 5 ADDITIONAL0.25 0"' 0.25 Ln1 REINF. A Ln1 ( --- I REINF. A VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF "" U- w THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE _ I ° W co REINF. AS w OF ANY ENCES AND/ORin � � $ 4 PER SCHEDUL � W CL. �• I STIRRUPS � STIRRUPS DISBEGNNING TOMIGHT EXIST BETWEEN CONSTRUCTNSTRUCTION ION DOCUMENTS - co AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL ( w , "' 3' w TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH N N w ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE // % 0 0 AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY ( ( //`/% ``/r` ;\f \/� �f� \ \/ - / I ,� f ri !/ /�,>;r/ AWN SAFETY OF ABOVE ITEMS ARE THE _Q01 P#3 OF THE #3 TIES. ;/ 0.25 Ln1 �; 0 V, ;,x0.25 Ln2 p (? CONTRACTOR. SEE SCHEDULE /,` REINF. D REINF. E f� REINF. E �- j j /\ ADDITIONAL j \ > ADDITIONAL REINF. D z CONCRETE NOTES --------- --- - ------------------- f r _ _�_ -_- - - - - - �� i 2 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI - - - � � � _ - �---i ------------`-------�- AUGER AUGER 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED r I CAST PILELN CAST PILE LN 2 O W CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" V U N 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL W : M 2 Z CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE " 3"f"VILE S1.01 TYP, PILE � � O Q W SIZE SHALL BE 1Y2 INCHES FOR FOUNDATIONS, AND / FOR ALL SLABS AND _ PLAN I T P E I G (xf'1 E BEAM �-- Q LL SHALL CONFORM TO ASTM C33. 1/4" = 1'-0" 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 (D-1/2"=1'-0" � W PSI AT 28 DAYS. PLAN NOTES. 4. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING ¢ m 1` rr, DENOTES 16" DIA. PILE REINFORCED AS SHOWN ON I-" W TO ASTM -A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, � , � m U INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN 1/S2/S6. PILE TIP ELEVATIONS SHALL 13E AS SPECIFIED BY (2) CORNER BARS AT OUTSIDE. U) M Z ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE SOILS REPORT. MATCH SIZE AND GRADE OF BEAM STEEL. 48 BAR 48 BAR Z V_ J REINFORCEMENT' 2. SEE ARCHITECTURAL FOR ALL BUILDING ELEVATIONS. (2) CORNER BARS AT OUTSIDE. O O F- 5. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR 1 DIAMETERS (TYP.) DIAMETERS (TYP.) MATCH SIZE AND GRADE OF BEAM STEEL. V Q DIAMETERS OR 24", WHICHEVER IS GREATER. S1.01 O 6. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; O 04 0" v 6.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH " D TO EARTH AND WEATHER ----- ----------- ----- ---- - ----------------- -- - --- ----------- ------------ -=- I I ! 6.2. 2 FOR CONCRETE EXPOSE - - --- - - -------------------------------- - --- - -- I I 1 I O 6.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE ----- -- ______-------____----.------.______-- -- PRIMARY REINFORCEMENT. 9 j GB1 m @12" O.C. m Z CONT. (B) , m w U ( GB1'f co w +� 4 #5 CONT. _ ------------------------------------------------------------------------------------------------------------------------- ---- ------ - ------ ---� 1 d 2" ' o - N ;GB1 �._ ' T !TK STANDARD HOOK STIRRUPS ° #6@12 O.C. CONT. (T) #3@8" O.C. I 1 THROUGHOUT S1.01 _ - s N GB1�yF ; .----- ---- - ----- --- --- `--- - ----- -- - - - -; --- =---- - ------------ ------------------------=------ -- --- ------------------------- ----------------------------------- ---- --�- -- --------------- EAM CORNER REINF. ILE SECTION R ('� I"YPICAL BEAM INTERSECTION REINF. 1 SEE SEE GRADE BEAM INTEGRATED WITH POOL S1.01 -SCHED. 10 SPACES AT 6" O.C.= 6-0" SCHED. - . a SHELL. SEE SECTION 2/S1.01 AND GRADE TOP REINF. TIES AT BEAM SCHEDULE FOR REIFORCEMENT. SPACING SHOWN SEE SCHEDULE CENTERED OVER COLUMN. U 14'-8.5" NAVDPOOL BOTTOM AT OOL GRADE BEAM AND SLAB PLAN 5`-6" WATER DEPTH " _ " U4 -1-0 1 1 DECK PERMITTED PLAN NOTES: SEPARATELY. _ 1 o~. I w <".i "NAVD TOP OF PILE AT 5'$" 1. DENOTES GRADE BEAM. 13-0.5 WATER DEPTH I I 2. TYPICAL REINFORCED CONCRETE STRUCTURAL -SLAB COSTRUCTION: 1 �. 1 1 SLAB THICKNESS T AND REINFORCEMENT AS NOTED ON PLAN. i 4 w1X;r ( ) >t: - > BO REINF. �.. Q SEE O.C. 1 3. _.---- DENOTES #6 BOTTOM REINFORCEMENT T 12" O.C. � ` ' 1REINFORCEMENT T 12 O.C. 4. DENOTES B D O S #6 TTOM O CONCRETE AUGER CAST 14"0 AUGER CAST PILE c. ' I a � • .. i PILE (SEE PLAN) 1 5- ---------- TEMPERATURE AND SHIRNKAGE BARS AF tE'#4 @ 1$" O.C. W/ ACI STD. HOOK, TYP ENTIRE SLAB. <� (4) #5 CONTINUOUS THROUGHOUT TYPICAL TIE -DETAIL 6. GBX DENOTES GRADE BEAM AND TYPE, SEE SC EDULE. I +� w 1 , X= MARK. - I 1711-I�-- Lo a ' #3 AT 12" O.C. CONT.- 1 { c fk E 6" POOL SHELL WITH 1 I 1 `' #3 STEEL AT 12 O.C. SCOUR DEPTH 4'-5" EACH WAY. APPROVED PLAN AS PERMITTED c BY THE 1 DIVISION S ON OF I WATER I RESOURCE MANAGEMENT GE MEN T 9" SLAB.. SEE PLAN FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION g i FOR REINF. APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES ..4,.. MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. �. CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE S BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT 6 a n DESCRIPTION.. THIS PERMIT IS 18SU.ED PURSUANT TO CK F.S. •�_,: _-- _-_ _` r AND OTHER PERMITS MAYBE REQUIRED, 0. .qi1�.,{ 2 ✓V�/q' I r r lit, I 1" Reviewed by Date Pemu 11 : n ,a i I r ay ,xl GRADE BEAM. SEE SCHEDULE '' '" y '�I q ,q I. i r�..''I"I+ I f � y: p�' S�I : :'.; e � ,;ri. 4 u � , i$ d I I. ? {• "a i�I l [. j}� t'�';. �Ii y� I: �' Ii . .: , , , - '; I + � I � �,��. � >i� uA i[ • I;'.,� V I I r' �:,'n� I "+ I � i r' � ,i '•� p i I'hQ 9i ua t9 I� ; i 1 r ? AUGERCAST PILE. r) REINFORCEMENT EXTENDS 10" _101-0"NAV D TIP DEPTH s INTO GRADE BEAM. OOL SECTION s 2 'YP I CAL PILE - &3/-" 3i4 1 aOFFICE COPY G 00 N co co CV N 3C) mt9 a� �o awl U) v'o r UU- U Z J ".,..� 4) M CL W - W J ` m O C O 4 w Q 5 °0 0 o m P CR M C � N 0 y N T ^ L.J e�WAYN ee e�C.� lc � co ••••'.�'9��� Z e.`�C�CQ:•'•�CE I ' 3 . p'. S TE F • Q: 10 '•'c lt' s®s • R.1 _.% e 0 L: w i V z O ai O o a 5 U- w W co w 4 W co co , N N o 0 U p 0 Z. N CONTRACTOR. SEE SCHEDULE /,` REINF. D REINF. E f� REINF. E �- j j /\ ADDITIONAL j \ > ADDITIONAL REINF. D z CONCRETE NOTES --------- --- - ------------------- f r _ _�_ -_- - - - - - �� i 2 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI - - - � � � _ - �---i ------------`-------�- AUGER AUGER 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED r I CAST PILELN CAST PILE LN 2 O W CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" V U N 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL W : M 2 Z CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE " 3"f"VILE S1.01 TYP, PILE � � O Q W SIZE SHALL BE 1Y2 INCHES FOR FOUNDATIONS, AND / FOR ALL SLABS AND _ PLAN I T P E I G (xf'1 E BEAM �-- Q LL SHALL CONFORM TO ASTM C33. 1/4" = 1'-0" 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 (D-1/2"=1'-0" � W PSI AT 28 DAYS. PLAN NOTES. 4. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING ¢ m 1` rr, DENOTES 16" DIA. PILE REINFORCED AS SHOWN ON I-" W TO ASTM -A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, � , � m U INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN 1/S2/S6. PILE TIP ELEVATIONS SHALL 13E AS SPECIFIED BY (2) CORNER BARS AT OUTSIDE. U) M Z ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE SOILS REPORT. MATCH SIZE AND GRADE OF BEAM STEEL. 48 BAR 48 BAR Z V_ J REINFORCEMENT' 2. SEE ARCHITECTURAL FOR ALL BUILDING ELEVATIONS. (2) CORNER BARS AT OUTSIDE. O O F- 5. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR 1 DIAMETERS (TYP.) DIAMETERS (TYP.) MATCH SIZE AND GRADE OF BEAM STEEL. V Q DIAMETERS OR 24", WHICHEVER IS GREATER. S1.01 O 6. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; O 04 0" v 6.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH " D TO EARTH AND WEATHER ----- ----------- ----- ---- - ----------------- -- - --- ----------- ------------ -=- I I ! 6.2. 2 FOR CONCRETE EXPOSE - - --- - - -------------------------------- - --- - -- I I 1 I O 6.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE ----- -- ______-------____----.------.______-- -- PRIMARY REINFORCEMENT. 9 j GB1 m @12" O.C. m Z CONT. (B) , m w U ( GB1'f co w +� 4 #5 CONT. _ ------------------------------------------------------------------------------------------------------------------------- ---- ------ - ------ ---� 1 d 2" ' o - N ;GB1 �._ ' T !TK STANDARD HOOK STIRRUPS ° #6@12 O.C. CONT. (T) #3@8" O.C. I 1 THROUGHOUT S1.01 _ - s N GB1�yF ; .----- ---- - ----- --- --- `--- - ----- -- - - - -; --- =---- - ------------ ------------------------=------ -- --- ------------------------- ----------------------------------- ---- --�- -- --------------- EAM CORNER REINF. ILE SECTION R ('� I"YPICAL BEAM INTERSECTION REINF. 1 SEE SEE GRADE BEAM INTEGRATED WITH POOL S1.01 -SCHED. 10 SPACES AT 6" O.C.= 6-0" SCHED. - . a SHELL. SEE SECTION 2/S1.01 AND GRADE TOP REINF. TIES AT BEAM SCHEDULE FOR REIFORCEMENT. SPACING SHOWN SEE SCHEDULE CENTERED OVER COLUMN. U 14'-8.5" NAVDPOOL BOTTOM AT OOL GRADE BEAM AND SLAB PLAN 5`-6" WATER DEPTH " _ " U4 -1-0 1 1 DECK PERMITTED PLAN NOTES: SEPARATELY. _ 1 o~. I w <".i "NAVD TOP OF PILE AT 5'$" 1. DENOTES GRADE BEAM. 13-0.5 WATER DEPTH I I 2. TYPICAL REINFORCED CONCRETE STRUCTURAL -SLAB COSTRUCTION: 1 �. 1 1 SLAB THICKNESS T AND REINFORCEMENT AS NOTED ON PLAN. i 4 w1X;r ( ) >t: - > BO REINF. �.. Q SEE O.C. 1 3. _.---- DENOTES #6 BOTTOM REINFORCEMENT T 12" O.C. � ` ' 1REINFORCEMENT T 12 O.C. 4. DENOTES B D O S #6 TTOM O CONCRETE AUGER CAST 14"0 AUGER CAST PILE c. ' I a � • .. i PILE (SEE PLAN) 1 5- ---------- TEMPERATURE AND SHIRNKAGE BARS AF tE'#4 @ 1$" O.C. W/ ACI STD. HOOK, TYP ENTIRE SLAB. <� (4) #5 CONTINUOUS THROUGHOUT TYPICAL TIE -DETAIL 6. GBX DENOTES GRADE BEAM AND TYPE, SEE SC EDULE. I +� w 1 , X= MARK. - I 1711-I�-- Lo a ' #3 AT 12" O.C. CONT.- 1 { c fk E 6" POOL SHELL WITH 1 I 1 `' #3 STEEL AT 12 O.C. SCOUR DEPTH 4'-5" EACH WAY. APPROVED PLAN AS PERMITTED c BY THE 1 DIVISION S ON OF I WATER I RESOURCE MANAGEMENT GE MEN T 9" SLAB.. SEE PLAN FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION g i FOR REINF. APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES ..4,.. MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. �. CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE S BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT 6 a n DESCRIPTION.. THIS PERMIT IS 18SU.ED PURSUANT TO CK F.S. •�_,: _-- _-_ _` r AND OTHER PERMITS MAYBE REQUIRED, 0. .qi1�.,{ 2 ✓V�/q' I r r lit, I 1" Reviewed by Date Pemu 11 : n ,a i I r ay ,xl GRADE BEAM. SEE SCHEDULE '' '" y '�I q ,q I. i r�..''I"I+ I f � y: p�' S�I : :'.; e � ,;ri. 4 u � , i$ d I I. ? {• "a i�I l [. j}� t'�';. �Ii y� I: �' Ii . .: , , , - '; I + � I � �,��. � >i� uA i[ • I;'.,� V I I r' �:,'n� I "+ I � i r' � ,i '•� p i I'hQ 9i ua t9 I� ; i 1 r ? AUGERCAST PILE. r) REINFORCEMENT EXTENDS 10" _101-0"NAV D TIP DEPTH s INTO GRADE BEAM. OOL SECTION s 2 'YP I CAL PILE - &3/-" 3i4 1 aOFFICE COPY _e s G 00 N co co CV N 3C) mt9 a� �o awl U) v'o r UU- U Z J ".,..� 4) CL - W J ` m O C O CL _e s G 00 N co awl U) v'o r UU- U 4) Ian U ` m C N LL t Q 5 °0 0 co r m P CR M C N 0 y N e�WAYN ee e�C.� lc � ••••'.�'9��� e.`�C�CQ:•'•�CE I ' 3 . p'. S TE F • Q: 10 '•'c lt' s®s • R.1 _.% e Sheet S3901 4 of 4