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331 7th St 2014 Summer Kitchen CODE SUMMARY 0 0 FLORIDA BUILDING CODE (2010) P4 0 FLORIDA RESIDENTIAL CODE (2010) MAP SHOWING BOUNDARY SURVEY OF IMPERVIOUS SURFACE CALCULATIONS FLORIDA EXISTING BUILDING CODE (2010) LOT 12, BLOCK 9, PLAT No. 1 SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. TOTAL LOT AREA 50'xl3O' = 6500 S.F. 1.4 FLORIDA PLUMBING CODE (2010) CERTIFIED TO: NON-PERVIOUS AREA 66% = 4290 S.F. 0 WLLIAM H. WULFING x 0') JAX FEDERAL CREDIT UNION GUARDIAN TITLE & TRUST, INC NATIONAL ELECTRIC CODE (2008) CHICAGO TITLE INSURANCE COMPANY EXISTING HOUSE 1317 S.F. LOT 11 LOT 13 BLOCK 9 LOT 9 EXISTING COVERED ENTRY 259 S.F. BLOCK 9 BLOCK 9 50.00- (PLAT) EXISTING GARAGE 509 S.F. --ON SQUARE FOOTAGE INFORMAT N 83'28'06" E 0.2%\ 49.72' (MEASURED) EXISTING PAVERS 761 S.F. _x x A, �5! EXISTING COVERED PATIO/WALK 244 S.F. UNENCLOSED SPACE 1110 S.R .,M A ILL ..S EXISTING A/C PAD 42 S.F. TQq. 3.6 LOT 12 EXISTING DRIVEWAY 1715 S.F. 1. FRAME �fBLOCK 9 TYPE OF CONSTRUCTION GARAGE -4: PW7K li g i -,d NEW ADDED PAVERS 76 S.F. R NEW EQUIPMENT PAD 28 S.F. (TYPICAL) GROUP R 3 RESIDENTIAL A NEW POOL & SPA (2 9 5 S.F.) TYPE V B :D V) NEW POOL TOTAL IMPERVIOUS AREA 4656 S.F. UNSPRINKLED Y'D < C4 _j a. LOT 10 CLASSIFICATION OF WORK: ADDITION & ALTERATIONS) LEVEL-2 0 < 0 BLOCK 9 0 0� USE TREMRON PERVIOUS PAVERS IN DRIVEWAY 0 C5 0 te) CF) 15.9' 12 K) TO REDUCE NON-PERVIOUS AREA. 04 11.6 0 PATIO C�NERED b W. 4', _j MATERIAL INFORMATION LOT 14 17.3' , , LIMITS OF DRAINFIELD AREA MINIMUM DRAINFIELD AREA REQUIRED 732 S.F. LL_ 5.0' 0, BLOCK 9 PROPOSED DRAINFIELD AREA PROVIDED 949 S.F. ITS 3: < ROOFING MATERIAL, SHALL MEET THE THE REQUIREMEN.. OF CHAPTER 15 cn TWO STORY Ld 0 FRAME 0 < POSTED #331 ^Do O_ A/C Z_ V) PAD 0 .;tSITE CONSIDERATIONS FOR. CONSTRUCTION 0 1- 0 OF THE 2010 FLO R,IDA --,BUILDING DE�ANP- HAPTER, 9 OF THE 2010 0 FLORIDA RESIDENT. IAL CODE.' 1 40 21 . * 5; "., 71 V) < 0. b 1. DUMPSTER TO BE LOCATED IN DRIVEWAY. "4 :4 V) �K . . .. . :,, . w < < 20.2' COVEREP,, I . *.: - 5.0' ENTR) 2. PORTABLE TOILET LOCATED IN DRIVEWAY. � \�- �'A.14� : I; 6' LOAD IN-,.'FORMATION . 5 CL v)b > 0 :D "o 3. MATERIAL STORAGE LOCATED IN DRIVEWAY. 0 0 0 z 4.. LIVE LOADS AND CONCENTRATED LIVE LOADS PER FBC TABLE 1607. 1 PAVERS 4. CONSTRUCTION WORKER PARKING IN DRIVEWAY. r V) < 0 5 z 5. EXISTING STOCKADE FENCE AROUND PROPERTY. 0. 00'. 250.0V(PLAT) 249.95' (MEASURED) OX 0.,Vj 0.3a o.s-/- ly BLO& WIND ZONE INFORMATION S 83'52'12" W CORNER 49.94' (MEASURED) ( UNLESS 8IPECIFIED BY THE ENGINEER OF RECORD) 50.00- (PLAT) LEGEND: 0 SET 1/2-REBAR PC - PUNT CF CURVATURE STAMPED PSM#6146 7th STREET 9 F%ND 1/2;1 RON pjPE PT - POINT OF TMGENCY < (4V RIGHT OF WAY) DENTI CATION PRC - PONT Of REVERSE (UNLESS 0-MERMSE NOM) CURVATURE NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, 0-4'x4*CONCRETE MONUMENT PCC - POINT Of COMPOUND < A/C - AIR COND17IONER CURVATURE _x_ FENCE CONCRETE AND MEETS THE REQUIREMENTS OF SECTION 1600 OF THE V) 2010 EDITION OF THE FLORIDA BUILDING COD Ray Thompson GUARDLAN SURVEYING, Inc. ITME &TRU$T,INC 0 r Gdng Um DIS MCE for r0q im wrrm pax 0 THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION 4813 Phlpe Hlgtmey�Sub 210 DIRM 9OUIX Rl]�E 1001 LLJ JedWonvIkk FbrWe 32207 MOMONVMA naWA,32=224 Ljj Mhone)904-44"125 PMR-904-9%'1162 (Fox) W444661-M FAX%4-M.`�I@ JOB # 24110 DATE OF FIELD SURVEY: 2-18-2014 SCALE: 1" 20' t�l - BASIC WIND SPEED (M. P. H. 3-SECOND GUST) 130 MPH - NOTES: CERTIFICATE 1: BEARINGS ARE BASED ON THE ASSUMED BEARING OF I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE ALONG THE EASTERLY BOUNDARY UNE OF SUIBJECT PARCEI_ AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA e WIND EXPOSURE CATEGORY. B I- BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 51G17-6, FLORIDA x . ADMINISTRATIVE CODE, PURSUANT TO SECTION 472-07Z FLORIDA STATUTES. AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP, JUNE 3, 2013,-COMMUNITY NUMBER: 120077 PANEL 0409 H 3: THIS SURVEY REFLECTS ALL EASEMENTS & RIGHT OF WAY AS PER RECORDED PLAT&/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO e BUILDING CATEGORY: ENCL08ED OTHER TITLE VERIFICA71ON HAS BEEN PERFORMED BY THE UNDERSIGNED. RAYMOND THOMPSON 4' THIS SURVEY IS NOT VAUD WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE REGISTERED SURVEYOR AND MAPPER # 6146 STATE OF FLORIDA AND AUTHENTICATED ELECTRONIC SEAL LICENSE BUSINESS No. 7469 CONSTRUCTION SURVEYS 0 SUBDIVISIONS LAND SURVEYS 0 * BUILDING RISK CATEGORY: II FILE C * INTERNAL PRESSURE COEFFICIENT: 18 'A REVISIONS RKVh�-WED FOR Q)Dge CoNW41ANCIS lClTY,0F.XjlLtjjr REVIEW 7-03-14 EAU,,, 3EE P_81%�fir,�.yo I(ZLyl,10- PERMIT 7-10-14 COMPONENT & CLADDING ( P. S , F. ) PEQUl"-MBNrS AND CONDmom, SIZE di, END ZONE (5) INTERIOR ZONE (4) Verme Ardh itect CONTRACTOR SHALL VERIFY ALL (S. F. CONDITIONS AND DIMENSIONS o-� POS. + NEG. POS. + NEG. L AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY 420 Third St. South DIMENSIONAL ERRORS, OMISSIONS 0-20 18. 3 24. 5 18. 3 19. 8 kcksony�­ille Beach, Fl. OR DISCREPANCIES BEFORE BEGINNING OR FABRICATIING ANY 2250 WORK. 20- 50 17. 5 22. 8 17. 5 1 19. 1 (90 :�`_')246-1' 50 THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF VERMEY 50- 100 16. 4 20. 6 16. 4 18. 0 ARCHITECT, DEVELUPED FOR THE DATE 6-30-14 Drawn By: Rev�ewed B y: EXCLUSIVE USE OF VERMEY '4 F SCH GV ARCHITECT. USE Or THESE DRAWN BY SCH - 200 15. 5 19. 1 15. 5 17. 1 100 DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT CHECKED BY Draw Date: Pr[nt Date: THE WRITTEN PERMISSION OF SHEET NO, OF 6/30/14 10/14 1) 200- 500 1 14. 7 17. 4 14. 7 16. 3 VERMEY ARCHITECT IS F S A cov �R S OPY � p LQMW P-E R N-rS )NDn j.- PROHIBITED AND IJAY SUBJECT YOU TO A CLAIM ;FOR DAMAGES Page: CS I.Nb,,:, AR4630 FROM GERARD VERMEY. 50P-Olp NEW- * REPOSITION REAR FENCE TO BE NEXT TO PROPERTY LINE (BY OWNER) ---------- 16"x`16" TRAVERTINE GATE REMOVE DIRT TO LOWER AREA AND ADD GRAVEL [COPING EXISTING /HbU�E' 0 LEDG '0 N -7— ER/STACKED Sl' �_Z D * REWORK SIDE FENCE �Sj - z Lo 0 tz TO RUN STRAIGHT z z z 0 z z F___z_WATFR (BY OWNER) E-1 FEATURE 7— Z (TYP.-4) 0 PQ x 0 F= (0 LANDSCAPE LIGHTING OUTLET- C-4 125A ELEC. SUB PANEL- uj 0 0,4 EXISTING GARAGE`� 0 CN POOL EQUIP. PAD 0 BY BATTS POOLS 0 NEW POOL (BY BATTS POOLS) 0 af Lu 4' HIGH 'NALL OUTDOOR SHOWER- flS W/DRAIN TO CB it (6) SPA JETS & (1) SPOUT/WATER FEATURE SPA ELEVAAD 12" ABOVE POOL DECK GUTTER ABOVE POOL WALL Lrm L STEP 5' -HIGH WALL W/SAME TREATMENT SCALE: 3/8"=V-0" r-_ __1 AS WATER FEATURE WALL -- ----0- COPING TO MATCH POOL LC YJ --0 U) I LOWER THIS -�-12N8" CONC. FTG. 12N12" m HEAUER STUD- REQUIREMENTS SECTION W FOR PAVER COPING COPING z LIGHT PAVERS I w m M=M T D OPENING WIDTH HI!ADER SIZE # OF JACK STUDS EACH END # OF KING STUDS EACH END STEP SPA I 61 1'-0" to 4'-0* (2) 2x8 1 2 x 1 7'-61 4'-l' to 9'-0" (2) 2x1 0 2 2 SWIMOUT 8"x1 6"x1 2" CMU WALL g'-l* to 16'-0* (2) 2x12 3 2 BENCH R IL I I I I W/#5 VERT. @ 48" O.C. INSTALLED ON TOP OF SIMPSON MSTA24 STRAP (3) SPILLOVERSJ R.0 POOLWALL E: (TYPICAL Ek END) . 18" 3 -0 1 5'-10 FD 20'-0" F(2) 2x SYP HEADER (ALL OPENINGS) 2# < USE (2) ROWS KING STUD 0 16" 16" TRAVERTINE 0 0 HT NEW POOL Ljj OF 10d COMMON w LIG TD I COPXING 0:� CO m - m NAILS 12"O.C. I m c4 (BY BATTS POOLS) 0 6 FF. 3 FT. wCj _j _n w REMOVE TILE 12":<12" 0- LL_ < & INSTALL wi TR TYPICAL 3' DOOR & WINDOW OPENING > > V) 0 PAVERS 0 BU NOSE \-JACK STUD mi mi CO ING 0 FD 12' 12' < < co (3) SPOUTS/WATER FEATURES u b-I u- ON 4' HIGH WALL FACED W1 < 0 01 LEDGER/STACKED,-,STONE ON 0 0 - (2) 1 -3Z4" PLY LVL m Of Of E R 'A" R .,::POOL SIDE, _-STUCC, SKIMMER STEP 0 ON WAY A* iVb bE. F: LIGHT LJ F— < � ,:x z� 18" WIDE BENCH STE J� IN, U < 0 z > 4" BLOCK ,,,,.-EXISTING COURTYARD I 0 SIMPSON .,,MSTA24 -STRAP EA. END - W/STONE 00 I G ANITE__1 r__ D 36" HIGH C, SECOND FLR. 10 LCB j CB I L j , x L J u N. W E 6) ")S\ I I I* I - I EXISTING 16" FLOOR STEM REF L GUTTER ABOVE REPLACE DRIVEWAY 2860 SH 6060 FIXED 2860 SH W/ TREMRON PERVIOUS T/NEW BEAM (CLG.) - PAVERS W/ 6" THICK #2 TF -1 F EXISIING US STONE & 4" THICK #57 TF M _ —1 F_ T FF T 7F P7 TF NEW 7/16" OSB NAILED -E ISTING�,COVERED LANAI`�� FIREF LACE STONE FOR DRAINFIELD. 4" O.C. EDGE & 12" FIELD SIDE L BURNER BLOCK 3'-0" 4'-10'. 4'_10" W/ TYVEK HOUSE WRAP 0 GAS 3'-0 DRIVEWAY PAVERS FROM DBL. 11 1/4" LVL HEADER CS16 0 GRANITE [W/STONE HOUSE TO STREET WILL �CS`16� ------------ t < GRILL 151-81' 4 T/NEW WINDOWS H ii PAPERBACK WIRE LATH :D BE NON-PERVIOUS W1 APRON < V) U. NO DRAINFIELD FRONT- BACK WALL RE140VATION 30" SINK REF. ADD R-13 WALL INSUL. r 9REMOVE EXISTING FIREPLACE ADD SECOND COLOR OF " AS NEEDED & NEW CL PAVER FOR BORDER NEW 2860 SH NEW 2860 SH Ops DRYWALL FOR NEW 112" 5v-Ot* 5:- 5) * PATCH WOOD FLOOR WINDOW AREA 0 * INSTALL NEW HEADERS & FRAMING F_ V) 36" SIMPSON CS16 STRAP LU 0 * INSTALL NEW AINDOWS NEW 6060 FIXED FROM EXIST. PLATE TO NEW u LVL HEADER & JACK STUDS SIMPSON LTT20B TIE DOWN FROM JACK STUDS TO EXIST. -d FLOOR SLAB 0 Of -EXISTING HOUS E`� NEW SILL HT. IF- V) 0 1� ff Jil LTT20B SIMPSO LTT2 LTT20B 4L -il -1 L_ L FIN. FLOOR iL _LL —IL REVISIONS REVIEW 4-16-14 BM."'m WALL HLRNOWATROCI)IIN REVIEW 4-23-14 SCALE: 1/2"=V-O" REVIEW 7-03-14 -10-14 PERMIT 7 COURMTVAURD PLAN Verme A rc-,h i fe c t CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SCALE: 1/4"=V-10" AT THE JOB SITE AND NOTIFY THE A. ARCHITECT OF ANY 420 Third St. outh DIMENSIONAL ERRORS, OMISSIONS z OR DISCREPANCIES BEFORE Jacksonville Be ch, Fl. BEGINNING OR FABRICATIING ANY WORK. 32250 THESE DRAWINGS ARE THE (904)246- 1 150 PROPRIETARY WORK PRODUCT AND PROPERTY OF VERMEY ARCHITECT, DEVELOPED FOR THE DATE 4-3-14 Drawn By: Revi wed By: EXCLUSIVE USE OF VERMEY DRAWN BY SCH ARCHITECT. USE OF THESE SCH G V CHECKED BY DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT Draw Date: Pri t Date: THE WRI17EN PERMISSION OF SHEET NO, OF 4/03/14 7/10/14 VERMEY ARCHITECT IS PROHIBITED AND MAY SUBJECT 41 FTEP �L"_A J\N E Y/T E Page: YOU TO A CLAIM FOR DAMAGES Lip.No.: A.R,4630 FROM GERARD VERMEY. A-1 of 1 Aml EMBEOD BOTTOM OF THE HEAD FLASMNG AGAINST THE "EMOUSLY APPjjED SEALANT(FLASHING GOES OVER THE SEALkNT) EXTEND HEAD FLASHING BEYOND EACH JAMB RASHIW FASTEN IN PLACL AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WATER REswmT BARRIER AT THE HEW. EXTERIOR WALL SHEATHING FLASHING AT HEAD EXTENDS 1* BEYOND JAMB FLASHING 9 DRIP SCREED STUCCO —— ftw&S SFj srnNG FLANGES AT THE TOP (HEAD)AND SIDES (JAMBS)OF WINDOW. MIN. 4" ABOVE GRADE EXTEND SEWW AT JAMBS 4'ABOVE THE ROUGH OPENING AT HEAD. EMBED JAMB FLASH!!�INTO SEALANT AND FASTEN IN PLACE. (nAsHiNG GOES wo SEALANT) 2x4 P.T. BOTT. PLATE EXTERIOR WALL w/VAPOR BARRIOR SLAB 4 1/41 WALL SHEATHING 7-7.1, e MMUBMAMI-IING TO ap IV SILL FLASHING. WATER RESISTANT BARRIER EXTEND JAMB FLA94W 4*ABIVE ROUGH OPENING AT HEAD.TUCK TOP OF JAMB HING UNDER THE nAP EAD. 4" MIN, OF WRB AT THE HEAD. GRADE ��OPTIONAL MONOLITHIC FOOTER GRADE BRICK TIES V INDOW FLASHING L WALL BOARD ___IZ— — —— — — 'y FOUNDATION WEATHER RESWANT T.- WALL SHEATHING LINTEL EXTERIOR WALL SHEATHING SHALL BE RAISED OFF THE CONCRETE AND NOTE, ALIGNED WITH THE FACE OF THE FOUNDATION. IN AREAS WHERE THE BOTTOM 8.l.i.1.4 USE THE RASHING CUT FORMULAS TO DETERMINE Tilt LENGTH OF EACH STRIP OfjlASHING FOR EACH VANDOW. THE A51M STANDARD REQUIRES A FLEXIBLE nA#HM MINIMUM ROLL WIDTH2F 9 IN. (230 OF THE OSB IS EXPOSED IT SHALL BE EXTERIOR GRADE OR OTHERWISE MM). WADER nASHING MWAOR EKANIPLL 112 IN. 2W MM&MAY BE USED. HOWYER THE ACTUAL PROTECTED AS APPROVED BY THE BUILDING OFFICIAL. CUT LENGTHS FIGURED BY E CHART WILL WGREAS ,WE OF SELF-ADHESIVEjYPE4LASHING is AccEprrAkE (FOR FUTURE DISCUSSION; SELF-.ADHESIVE FLt..5HINGS CAN BE EFFECTIVE VH WMS LESS THAN 9 IN. (230 MM). SELF-ADHESIVE TYPE FLASHING SEALS ITSELF TO THE WEATHEA RESISTANT BARRIER AND TO THE MOUNTING FLANGE wTTHOLff THE NEED FLA ADOMONAL TO THE FLASHING EXTERIOR FACE OF THE nANGE SELF-ADHESIVE TYPE FLASHING MATU64S ADHERE, rEA71NO A WATER TIGHT JOINT)TO THE(WRB)AND TO THE MOUNIIING FUYM=PF I ORDER TO E ACCEPTABLE FOR USE. 000 SEAL THE WINDOW FRAME TO OPENING.APPLY A STUCCO- BRICK TIES 3/8*NOm..DIA.TO THE BACKSIDE(INTEIRIOR) OF THE WINDOW FLANGE. IN LINE WITH ANY N.T.S. PRE-PUNCHED HOLES OR SLOYS SHIM AND ADJUST WINDOW TO ACHIVE SQUARE. PLUMB,AND LEVEL CONDITION. USE CORROSION RESISTANT FASTEINIERS. FASTEN WINDOWS PER WINDOW MANUFACTURERS SPECIMTIONS. WATER RESISTANT BARRIER \YINDOW* INSTALLA ION u EXTERIOR WALL SHEATHING SEALANT BEAP SEALANT BEAD PETWEEN SECTION 703 WALL COVERINGS FLASHING BEHIND MOUNTING MOUNTIN(�FLANGE FLANG AND SHING APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED- IN THE EXTERIOR WALL ENVOLOPE WEATHER RESISTANT BARRIER 31 IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF - EXTEND TO THE WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL SURFACE OF THE EXTERIOR WALL FINISH AND� SHALL BE INSTALLED TO PREVENT WATER FROM BRICK TIES REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT, BUT NOT LIMITED TO, ALL THEIFOLLOWING LOCATIONS: 1 MIN. AIR SPACE r F 1) FLASHING FOR WINDOWS AND DOORS SHALL BE IN ACCORDACE WITH SECTION R613.8. Z 2) AT THE INTERSECTION OF CHIMNEYS OR 0THER MASONARY CONSTRUCTION WITH FRAME OR STUCCO G :BRICK YEN E,R WALLS, WITH PR OJECTIN LIPS ON BOTH S DES UNDER STUCCO COPINGS. E MASONAR_WOOD OR METAL COPINGS AND SILLS. FLASHING WEATHER ) -,UNDER�AND -A 4 RESISTANT BARRIER 3 ALLOW FOR WEEPHOLE SEALANT BEAD BETWEEN FLASHING AND MOUNTING 4) CONTINUOSLY ABOVE ALL PROJECIING Vvut D TRIM. 2x4 P.T. BOTT. PLATE w/VAPOR BARRIOR SECTION THROUGH WINDOW JAMB FLANG CD 5) WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF -FRAME CONSTRUCTION. SLAB WOOD FLASHING SHALL BE B SECTION, THROUGH WINDC AM LOCATED ONE COURSE ABOVE GRADE W/ 1/2" REVEL (3) AT WALL AND ROOF INTERSECT ON METHOD B- 1 METHOD A— I 7) AT BUILT-IN GUTTERS. �,,`.r,,'WEATHER RESITIVE BARRIER APP_IED PRIOR TO THE J4 WEATHER RESITIVE BARRIER APPLIED PRIOR TO THE GRADE WINDOW INSTALLATION. FLASHING APPLIED DYf.R WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. THE FACE OF THE MOUNTING FLANGE. _14 \-OPTIONAL MONOLITHIC FOOTER `A; *'A 6-4 FOUNDATION M! BRICK VENEER N.T.S. NOTES: VENEER TIES (R703.7.4.1): VENEER TIES, IF STRAND WIRE, SHALL NOT BE LESS IN THICKNESS THAN NO.9 U.S. GAGE WIRE AND SHALL HAVE A HOOD EMBEDDED IN THE MORTAR JOINT, OR IF SHEET METAL� SHALL BE NOT LESS THAN BY 7/8" INCH (22.3mm) CORRUGATED. EACH TIE SHALL BE SPACED NOT MORE NO.22 U.S. GAGE THAN 24 INCHES (610mm) ON CENTER HORIZONTALLY AND VERTICALLY AND SHALL NOT MORE THAN 2.67 SQUARE FEET (0.248 m2) OF WALL AREA. 'i76.99km/H); BUILDERS WRAP (EXCEPTION): WHERE THE WIND SPEED DETERMINED IN ACORDANCE WITH FIGURE R301.2(4) EXCEEDS 110 MPW,( 4 OR IS LESS THAN OR EQUAL TO 130 MPH (208kfn/H), EACH TIE SHALL SUPPDRT NOT MORE THAN over OSB. SHEATHING HARDI-LAP SIDING 1.8 SQUARE FEET (0.167 m2) OF WALL AREA AND ANCHORS SHALL BE SPACED�AT A MAXIMUM 8" INCHES -LAP SIDING HARD[ (457mm) HORIZONTALLY AND VERTICALLY FLASHING DRIP FLASHING te DED AROUND ALL­�� 5/16- HARDIE PANEL VENEER TIES (R703.7.4.1.1): VENEER TIES AROUND WALL OPENINGS. ADDITIONAL METAL TIES SHALL BE PROM TOP OF WAINESCOAT 0 --2x2 P.T. MEMBER WALL OPENINGS GREATER THAN 16� INCHES (406mm) IN EITHER DIMENSION. METAL TIES TOP OF WAINESCOAT 0 BOTT. OF WINDOW AROUND THE PERIMETER OF OPENINGS SHALL BE SPACED NOT MORE THAN 3 FEET (9144mm) 11, R BARRIOR @ BOTT. OF WINDOW 2x4 P.T. BOTT. PLATE w/VAPOR BARRIOR 2x4 P.T. BOTT. PLATE w/ PC PLACED WITHIN 12 INCHES (305mm) OF THE WALL OPENINGS T ON CENTER AND 2x4 P.T. BOTT. PLATE w/VAPOR BARRIOR BRICK VENEER AN ALTERNATE TO THE AIR SPACE REQUIRED BY SECTION R703.7.4.2. MORTAR OR GROUT SHALL BE SLAB LEDGE STONE WAINESCOAT_�-_ SLAB MORTAR OR GROUT FILL (R703.7.4.3): AS ACE. WHEN THE 1-INCH (25.4mm) SPACE IS FILLED WITH MORTA I R, A over STUCCO---- SLAB ...................... PERMITTED TO FILL THE AIR SP STUDS OR SHEATHING. WHEN FILLING� �4, WEATHER-RESISTANT MEMBRANE OR BUILDING PAPER IS REQUIRED OVER ING AND WH EATHER-RESISTANT MEMBRANE OR SLAB THE AIR SPACE, IT IS PERMITTED TO REPLACE THE SHEATH 4. D APPROVED PAPER OR AN APPROVED PAPER-BACKED 4 ASPHALT-SATURR ATED FELT PAPER WITH A WIRE MESH AN REINFOREMENT ATTACHED DIRECTLY TO THE STUDS. GRADE 4 RADE FIRST COURSE OF MASONARY ABOVE FINISHED GROUND LEVEL _3 A FLASHING (R703.7.5): FLASHING SHALL BE LOCATED BENEATH THE \\-OPTIONAL MONOLITHIC FOOTER ABOVE THE FOUNDATION WALL OR SLAB AND AT OTHER POINTS OF SUPPORT, INCLUDING STRUCTURAL FLobRS, OPTIONAL MONOLITHIC FOOTER A. SHELF ANGLES AND LINTELS WHEN MASONARY VENEERS ARE DESIGNED IN ACCORDANCE WITH SECTION R703.7. MONOLITHIC FOOTER SEE SECTION R703.8 FOR ADDITIONAL REQUIRMENTS. FOUNDATION t FOUNDATION 0" BY AN AIR SPACE OF A MIN [mum :, F 1" INCH AIR SPACE (R703.7.4.2): THE VENEER SHALL BE SEPERATED FROM THE SHEATHING (1 14mm). THE WEATH ER-RESISTANT (25.4mm) BUT NO MORE THAN 4.5" INCHES IS NOT REQUIRED OVER MEMBRANE OR ASPHALT-SATU RATED FELT REQUIRED BY SECTION R703.2 lz WATER-REPELLANT SHEATHING MATERIALS. HARDI PANEL SHALL BE INSTALLED 1" MIN. BELOW SLAB HARDI PANEL SHALL BE INSTALLED 1" MIN. BELOW SLAB 4 E OUTSIDE WYTHE OF MASONARY WALLS AT A MAXIMIUM SPACINGI�' HARDI PANEL SHALL BE INSTALLED 1" MIN. BELOW SLAB WEEPHOLES (R703.7.6): WEEPHOLES SHALL BE PROVIDED IN TH OF 33 INCHES (838mm) ON CENTER. WEEPHOLES SHALL NOT BE LESS THAN X6" INCH (4.8rnm) IN DIAMETER. WEEPHOLES SHALL BE LOCATED IMMEDIATELY ABOVE THE FLASHING HARDI PANEL BRICK VENEER DETAIL "STACKED STONE DETAIL N.T.S. N.T.S. N.T.S, �"j N ­J� 46 b :G:RA D Til zx �"7 s- 31_bn A,LVERMEY ARCHITECTS 7V 420 S. "THMD ST. 2443-1150 JACKSONVILLE BEACH , FWAIDA 16%16" COPING— U-BLK. W/1 -#5 CONT. 8"x16"x12" CMU WALL LF 48" HIGH POOL WALL 60" HIGH SPA WALL JUL 2 8 2014 LEDGER/STACKED— * ':'",: July 24, 2014 STONE STUCCO FINISH 13y #5 VERT. @ 48" O.C. Atlantic Beach Building Dept. EPDXIED 4" INTO TOP 8'0'0 Sb' minole' '-Road POOL WALL Atlantic Beach, Florida 32233 FIN. GRADE CONC. POOL WALL—I RE: OSWALT RESIDENCE (BY BATTS POOLS) Courtyard Renovation 1h 331 7 Street Atlantic Beach, Florida SECTION Please see the attached to clarify structural details. SCALE: 1/2"=V-0" SECTION #1 New CMU pool and spa wall on top of concrete pool wall. 116%16" COPING— U-BLK. W/1 -#5 CONT. SECTION #2 New CMU wall and footing between existing garage and new spa. 8%1 6"xl 2" CMU WALL 48" HIGH SECTION OF WALL BETWEEN GARAGE SPA LEDGER/STACKED— I Ili---: STONE STUCCO FINISH Sincerely, #5 VERT. @ 48" O.C. FIN. GRADE rard VQrmey, rchite t 18"x12" FTG. W/2-#5 EPDXY INTO GARAGE FTG. SPA WALL F I L E SECTION # 2 SCALE: 1/2"=V-0" REWEMD FOR CODE COMPUM. 111V A h I Ite up CITY OF XMMIC BERM SEE PERMM FM AMITION4_ REQUHMAENTS AND COMNUNS,