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HomeMy WebLinkAboutBoundary Survey 11-25-17I n 3 4 5 C 7 C D E S *THIS DRAWING IS CREATED FROM A R Cc T� T CAP O TE POAETt PME CONNIM COPY OF THE SURVEY. SEE WV covekw CW comficAm ME7M. Fie SURVEY FOR COMPLETE DETAIL D C > DL,I=ER D CM DA DRANF= DE DRA11AZ EA3EiiP t AND DOCUMENTATION * "'"""T` "'�""�"°" NO. DRWW�KD. APPVD. DATE 0 BPO BPD BPD 110/41171 ISSUED FOR CONSTRUCTION mm ENOlA61R1E L 1740 ♦'.051114G M&AI" FEET F f1m NEASUMN T' F11C MAX PFE FTfS IM It" &MIIDN FN Fft "'luwr FA. "WA A POFIM t LXNT FNU F04M GOVI Go rr Ax *arse I ! E *(QW55 * EON= F.ASO"T N%l INVERT IN ►ep+ eAW 41 NY]t PST i0 k C A CH BAR i GP L AIM U)1CTH tF 01095CAPE EASEMENT LB UCU?SW Plow4Z K AM" LP LWT PDX r A V MAG MAIL M VASK7 MAC NAG RAL W UMT94AN4E EASEMENT TIM MA1N1DLE 40ML Nl N`Iw WATER LNIE RF WrTAL FENR N N TT xW t TIN TAB N rk W MAL at lffi t MAYO WHIM AWMAFI V RMCAL DAAN,I1 Nov NA'I*4x CE00c C tImror-1L DArw Mo ID W IDEK RCATKIN NTS MOT TO sCALE MAD NORTH AMERICAN D*rN D/5 OPFWT ptw OAEANICAO wow Pc PAGE PK fAAX N-XAt4W M.W. PK a 'rt PARKER-KILCR NML d TIN TAO PK ! W PAMR-MOM NAIL N VAZ1 R PWT PAVEWENT PM4 PET ANVIT 30WUNNq VAAFJk X7 P PLAT P§ PLATOOOK PCO FMT OF COMPOUND CURVAnIRE PO PC'Mir CF CLIRYATVC R P<)Kr OF INTOtSOCTtoM F'tH POINr of OCOH INC PM PONT OF CDMI0CE4XT PM POLAR OF'V+CRDACHW0 PRO PONT CP RENUM QIRVATM PT PONT cr TAN004c! Pf POLE7t P= PUE PwvFTE Mff'' EANVRRT KS PROFE3500L LAND 3LNtVC'oR E PROpam I71E PROP • 17.00 PROPOSED PROPOSED ELEVADCA4 N* PNORAIM R RACFus MAD RAfAAI. RRS MAMJKM W4KE RglRrt PAS REosTU= LAND SVRrEIOR Rcr RenrORrm CW OCREIE PM R/,F 09047 OF MY 53 S;ANITART SELFR SECT 30CY100H SET M WT 6/6 IRON 6AW i CAP PoAF SET PM 3E'T W RAF. N WASHIEt #4044 sM S]LMALK SBT SOU74M Leu lu!YEp CMf Box SA 30WRE FEET S/D SUODPASON T TA MEET TOE TEWK RORAIfr OWSMUC M N EA5ETE1n T® TOP OF RAW TUE me OF ADD TNP Tp"aw Tnws TRANWOMEN rrr il'P9GAL DDE UXJTY t DRMNAQ E430NNT LE: uILfTY EASDAW V/D tAiDFAKROLM TR V= MICE iw MUTER K-U WV WATER MILVE ItFP YICOD 12001M POLE F OIAIiro REVISION DESCRIPTION LOCATION MAP FWD N & W Fits 1552 �r { O LEGAL DESCRIPTION F UNIT 14 GARAGE TO BE EXPANDED, REMOVE EXISTING WALL 19 & ICC t84459 -- 0.2(y 5. 0.3v E UNIT 13, BUTTONBUSH VILLAGE, HARBOUR RIDGE PLAT NO. 13, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR ST. LUCIE COUNTY, FLORIDA, RECORDED IN PLAT BOOK 28, PAGES 3 TO 3H, 1. PROPERTY ADDRESS: 1491 NW VELD OLIVE COURT 2. CERTIFIED TO: JOHN & CHRISTINE KAUFMAN - CHRISPOHER J. TWOHEY, P.A. OLD REPUBLIC NATIONAL 777LE INSURANCE COMPANY NO. I DRWN.I CHKD. I APPVD. I DATE I:a�767b]➢�FIXl3N:�Ii�G711 \` G SET R3 F'ND 5/W r 0 at C PW4049 V f NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. STEPHEN J. _BROWN, INC STEPHEN J. 9f2�I-QS30NAL SURVEYOR AND MAPPER REGISTR N NQ 4049, STATE OF FLORIDA NO. DRWN. CHKD. APPVD. DATE _ REVISION DESCRIPTION H I MOVE WALL OUT TO END OF WING WALLS UNIT 12 CURVE TABLE J H GOLF COURSE G. C. —1 NOV 0 0 2017 FERNUTTIMG St. Lucie county, FIL _ Date of field survey --0511.1 Z2017-- GRAPHIC SCALE 20 O 10 as SURVEY COPY ( IN FEET ) I inch = 20 It, NO TES: 1, Survey of description as furnished by Client. 2. Lands shown hereon were not abstracted for easements and/or rights —of —way of record. 3. All bearings are referenced to the South line of subject property, platted as S6821l14'"W, all others relative thereto. 4. Elevations shown hereon are relative to North American Vertical Datum of 7988, and ore based on bench rnork N A 5. There ore no above ground encroachments, unless otherwise shown. 6. The National Flood fnsuronce program designation as indicated on the F.E.M.A. Map No. 1,2111CQ4Q5J- dated 0211612012 . locates the parcel in Zone X , base flood elevation N A feet: subject to any scoling and interpolation factors associated with mapping of this accuracy. This date" is an inter retation by the surveyor and is provided as a courtesy. The flood zone) should be verified by a determination agency 7, Underground foundations & utilities not located unless shown. KAUFMAN RESIDENCE 1491 NORTHWEST WILD OLIVE CT PALM CITY, FLORIDA 34990 cnB Fl� Nwe BluwNc scar£: i CID CIO C� E Qi Z �y FL4 W ►+� Z rn .I 0 i/i o � • 0 W � v Z ° a W Z a7 A� Cb as a 40 Z �Ws > P4 Q 1"-^9 0 E-7 Da r-i CD DRAM R.F.C. CHECK D S.J.B. DATE 05 08 2017 1 " �� 20' im Na. 3275-1476--01 SHEET ONE OF ONE sHaTs www.davisce.com F DAVIS CONSULTING & ENGINEERING, LLC IP i, 801 NE TOWN TERRACE (772) 444-6323 F' .qL� ENSEN BEACH, FLORIDA 34957 FLORIDA CAS 31680 ---- ---------- - ------ '. I� --- - JOB NO. T STRUCTURAL REMODEL 17065 �. SURVEY COPY Bwc. N0000 NO DIP 1AiZ j40,U,a�� A„?°� Tnie Cod T C I al N I N r aaC UPY A B C D E F G H I J H 002 T-616" +/- 1G�GlGIIIIa,, _ NEW TURN DOWN WALL MOVED OUT TO EDGE OF NEW IMPACT 9'-0"x7'-0" FOOTING AND SLAB SEE WING WALLS, DETAIL 201 ' 1.1 _,_ 3 n 21 10 +/- 12 8 +/- GARAGE DOOR SECTION 204 -- 8 16 SEE DETAIL 202 ! 1 T m + 6 6' 5'------- r;� I L -- B t '7 M -----� If NEW WINDOWS PER -- -- .r 18 18 o I 1 OWNER /CONTRATOR GARAGE EXPANDED TO EXISTING ` 17 1 ❑ 17 RELOCATE TOILET ENTRY 2 NEW 8 CMU WALL NEW TURN DOWN OUTER WALL AND 4'-0" NORTHEAST 13 — — — — — FOOTING AND SLAB, NEW IMPACT TRANSOM WINDOWS 13 SEE SECTION 21)1.2 OVER PER OWNER/CONTRACTOR + 1-- - - - J ✓ PAGE002.1 1 1 ' NEW 8' ENTRY DOOR PER GARAGE r� EXISTING FOOTING OWNER/CONTRACTOR o v 1 MASTER BATH NEW IMPACT PICTURE WINDOWS 11 M I PER OWNER/CONTRACTOR FOUNDATION DETAIL TA I L 2 0 1 20 1 3 - - 13 _ REMOVE CEILING DROP FRAMING R LACE 5'-63„ EXISTING 16x8 I 4 5 IN 7 8 - - VV 20 ® ALL B TT M 13 4 5'-6�6' COLUMN TO REMAIN TRUSS CORD WHEREVER POSSIBLE _ o� co A I -- o - -- 00 - ------------- -- ---- 7 ❑ 1 y _ _ 10 REMOVE EXISTING 1'-a" o ---------_- ----- 1 ---- F- �, -- ENTRY ❑ cMu _ ��� ��---- �-- r� i — �--� INTERIOR FINISH REMODEL PER 04 OWNER/CONTRACTOR 4s_42„ I LO 1uj 1 1 -1 1 I � � r,N N 1 OQQz mAfi1� �w0Lu 206 1 1 206 'j ( o 12 NEW TIMBER COLUMNS TO CARRY - I I I I I NEW ATRIUM BEAMS ABOVE N EXISTING WALL TO - 1'-01, SEE DETAIL. 203 16 1 16 ii 16 REMAIN 1 I 1 1 I OPEN 16 ATRIUM 16 L -J �— —J - t GARAGE FOOTING DETAIL 202 LL I - I I 15 15 15 1 _ 1.658„ 1 5 ATRIUM FOUNDATION DETAIL 203 NEW OWNER CONTRACTOR 07 1 REMOVE NON LOAD BEARING WALL -- -- NEW IMPACT WINDOWS PER 7 DRILL AND EPDXY #5 BARS, 6" MIN, 06 OWNER/CONTRACTOR 2'-118 " +/ EMBEDMENT 16" O.C. MAX TOP AND El BOTTOM. W/ HILTI HIT-HY-100 09 09 09 z ^I, EPDXY Lt ❑❑ KITCHEN z - --- - --- - - LLJ NEW IMPACTPOCK T SLIDER RER U v� � ���� ,\ u,�� , ,:, - - �,\ • OWNE �I -� ❑ r sv�ieOR vivmvrrisrv--isysvrvuvsiviiviiivvcr✓isvivv✓ry vi�rvviui • • \ ATRIUM FOUNDATION DETAIL 205 M NEW FLOOR PLAN 1,_61 I rvvvsi{i/vzvrivlrvii/u^ vsiivuvvli.� • vufPL/__ ivivv�iv �itiii virr/iitvq / 7/ \• STAGGERED ATRIUM FOUNDATION DETAIL 206 I I - NO. O BRPD BPDD APPVD. O/A91 LssueDFortcoNsrRucnoN TE REVISION DESCRIPTION NO. DRWN. CHKD. APPVD. DATE REVISION DESCRIPTION NO. DRWN. CHKD. APPVD. DATE REVISION DESCRIPTION' 0 ,0®,�O %%is �,, www.dovisce.com DAVIS CONSULTING & ENGINEERING LLC KAUFMAN RESIDENCE :e�QQ�' \C S •.. y�+�� 801 NE TOWN TERRACE (772) 444-6323 1491 NORTHWEST WILD OLIVE JENSEN BEACH, FLORIDA 34957 FLORIDA CA 31680 PALM CITY, FLORIDA 34990® *. '* s JOB NO.17065 �� - STRUCTURAL REMODEL FAD FlB WE \\D ' a' y DING. NO. REV. Nc scve •. S ThT 2OF NEW FLOOR PLAN 002 0 ii� FS O R � ID •6�,mi File Copy 1 I 11 5 6 7 4 A I B I C D 002ml SPANISH "S" TILE INSTALLED PER R30 INSULATION TYP MANUF: SPECS. 90# FELT MOPPED OVER 30# FELT TIN TAGGED 3" EXTERIOR GRADE PLYWOOD SHEATHING 3:C $" DRYWALL CEILING I. . SIMPSON HETA20 AT EA. TRUSS 8"x16" POURED CONCRETE TIE BEAM W/ (4) #5 BARS CONTINUOUS AND #3 TIES AT 9" O.C. AT END AND OVER OPENINGS AND 16" O.C. INTERIOR DRILLED AND EPDXIED INTO EXISTING BOND BEAM OR GROUTED WALL FINISH PER OWNER 5" THICK CONCRETE SLAB W/ 6x6 10/10 W.W.M. THICKEN TO 7" AT EXISTING FOOTINGS DOWELED INTO EXISTING FOOTING WITH #3 BARS AT 16" O.C. PRE-ENGINEERED 2x WOOD TRUSSES @ 24" O.C. MAX GALVALUM FLASHING ON FASCIA AND SUB FASCIA TO MATCH EXISTING TYP. PLUMB CUT FASCIA SMOOTH STUCCO SOFFIT ON WIRE LATH ATTACHED W/ 1 z' STAPLES W/ 4" CROWN @ 7" O.C. MAX SPACING ON TYVEK & 30# FELT ATTACH 2"x4" P.T. BLOCK TO WALL W/ (2) 4'X 1 4' EMBED TAP CONS. ATTACH TO TRUSS W/ (1) 8d TOE NAIL FROM EACH SIDE SMOOTH STUCCO ON 8"x16" CONCRETE BLOCK W/ BLOCK CELLS POURED SOLID & W/ (1) #5 BAR DOWELED FROM FOOTING TO BEAM @ 24" O.C. MAX & AT ALL WINDOWS, DOORS & CORNERS 1 2' SLAB RECESS (3) #5 BARS DOWELED INTO - EXISTING FOOTING TYP. FINISHED GRADE -- ° ° < -- a a WELL COMPACTED, TERMITE TREATED SOIL AND VAPOR 16"x14 MONO. FOOTING W/ (3) #5 BARS BARRIER CONTINUOUS ON PALM BEACH CHAIRS EXISTING FOOTING @32" O.C. NEW ITERIOR WALL SECTION 2.101 r- 6" MIN a (2) #5 VERTICAL WITH EMBEDMENT _ _ 8'-011 I}— #3 STIRRUPS AT WITH - z 16" O.C. EPDXY I � ( w U I 1 DRILL AND EPDXY (2) #5 - T-6 b II 12'-8"I" 4 SPANISH "S" TILE INSTALLED PER TOP AND BOTTOM WITH 16 - MANUF. SPECS. 6 MIN. EMBEDMENT INTO NEW TURN DOWN 9'_0" 90# FELT MOPPED OVER CDt EXISTING BOND BEAM OR FOOTING AND SLAB SEE 1'-10$" - - - - 1'-108 30# FELT TIN TAGGED GROUTED WALL PER `\' SECTION 204 4' EXTERIOR GRADE PLYWOOD DETAIL 2.104 SHEATHING 'v R30 INSULATION TYP. •u • $" DRYWALL CEILING, 11'-6" MIN. CEILING HEIGHT • 101 SIMPSON HETA20 AT EA. TRUSS 8"x16" POURED CONCRETE TIE BEAM W/ (4) #5 BARS CONTINUOUS AND #3 TIES AT 9" O.C. AT END AND OVER OPENINGS AND 16" O.C. INTERIOR DRILLED AND EPDXIED INTO EXISTING BOND BEAM OR GROUTED WALL CELL FINISH PER OWNER r;100 I I r� 1 + Sri co LO I I I I 7—-- I 1 I Oq L---- J 1 I I I I I o N FOUNDATION DETAIL 201 811 V ► (4) #5 VERTICAL WITH TURN (2) #5's INTO BEAM #3 STIRRUPS AT Typ. 16" O.C. 1 Z' CLEAR MIN. TYP. P.T. 2x6 MIN. MOUNTED WITH CONCRETE SCREWS PER GARAGE DOOR PRODUCT APPROVAL GARAGE FOUNDATION DETAIL 205 g' THREADED A307 ANCHOR AT EACH COLUMN/STUD PACK IN HILTI EPDXY AND 4.5" MIN EMBEDMENT TYP. NEW 4x4 No. 1 GRADE POSTS WITH 10" W x 4" H FORMED & POURED (1) SIMPSON HTT4 TYP. WITH 4' x 21" CONCRETE CURB W/ 1- #5 CONT. SDS SCREWS AND $" ANCHORS (HT. WILL VARY W/ FLOOR SLOPE TO MATCH EXISTING) 5" THICK CONCRETE SLAB W/ 6x6 10/10 W.W.M. 1 THICKEN TO 7" AT EXISTING FOOTINGS DOWELED INTO EXISTING FOOTING WITH #3 BARS AT 16" O.C. a . a a 9 ° a a ° aVVtLL COMPACTED, TERMITE TREATED SOIL AND VAPOR + BARRIER d I LO NEW ITERIOR WALL SECTION 2.102 IY a Q 02 1 1 (2) #5 VERTICAL WITH _Ng 1 8" 1 #3 STIRRUPS AT 16" O.C. I 12" O.C. MAX. TYP. -.-.- z TURN #5s INTO BEAM �/ 1 1- - - (0 X 1__ Nw z a-P.T. 2x6 MIN. ui J J f— MOUNTED WITH DOWEL AND EPDXY (2) O CONCRETE DOWEL AND EPDXY (2) #5's INTO BEAM AND #5's INTO BEAM WALL AT 48" O.C. MAX SCREWS PER I I (4) #5 VERTICAL WITH GARAGE DOOR OVERHEAD AND WALL TYP. 1 #3 STIRRUPS AT PRODUCT AT 48" O.C. MAX. TYP. P.T. 2x6 MIN. 16" O.C. APPROVAL MOUNTED WITH COLUMN TIE IN DETAIL 206 CONCRETE WALL TIE IN DETAIL 208 SCREWS PER GARAGEDOOR COLUMN TIE IN DETAIL 207 PRODUCT APPROVAL NEW 8" CMU WALL SIMPSON CCQ44-SDS2.5 COLUMN CAPS TO NEW BEAMS NEW 2.0E 3 2' X 11 4' PSL PARALLAM, BOTTOM ELEVATIONS TO MATCH BOTTOM OF EXISTING TRUSSES 16 16 16 SIMPSON HGLT4 BEAM HANGERS NEW 2.0E 3 2' X 11 8" PSL PARALLAMS , BOTTOM ELEVATIONS TO MATCH BOTTOM 16 OF EXISTING TRUSSES 16 SIMPSON ECCLQL-SDS2.5 COLUMN - CAPS 15 15 15 NEW 2.0E 3 21" X 11 4' PSL PARALLAM IF REQUIRED, BOTTOM ELEVATIONS TO MATCH BOTTOM OF EXISTING TRUSSES NEW 4x4 No. 1 GRADE POSTS IF EQUAL OR GREATER ARE NOT EXISTING WITH (1) SIMPSON HTT4 TYP. WITH 4' x 22' SIDS SCREWS AND $' DIA. ANCHORS 14 -4" +/ NEW ATRIUM FRAMING PLAN NO. I DRWN. I CHKD. I APPVD. DATE REVISION DESCRIPTION NO. DRWN. CHKD. APPVD. DATE REVISION DESCRIPTION NO. DRWN. CHKD. APPVD. DATE REVISION DESCRIPTION I/ 0 BPD BPD BPD 0/19/1 ISSUED FOR CONSTRUCTION - KAUFMAN RESIDENCE w`,S 1491 NORTHWEST WILD OLIVE CP10, _ PALM CITY, FLORIDA 34990 m �i oruwlNc scua ;, p i I I I I I 1 1 I I I I I WALL TIE IN SEE I DETAIL 206 1 I I I I I I I I I I I I I I I I i I I I I I I I I I I I I � I 1 2.102 2.102 I I I I I I I I I I I I I I I I I I ------- - - I I I COLUMN TIE IN L T J SEE DETAIL 207 I I III I III WALL TIE IN SEE - DETAIL 208 I I ARAGE FOUNDATION DETAIL 202 " N ""` ��'' www.davisce.com • 'H� • E S •, 'fi DAVIS CONSULTING & ENGINEERING LLC �J 7 8 •,��p10 •� +r 801 NE TOWN TERRACE (772) 444-6323 pf0 JENSEN BEACH, FLORIDA 34957 FLORIDA CA 31680 STRUCTURAL REMODEL JOB N9.17065 :* ; W. N0. Rl " STATE OF tlt�w: SECTIONS AND DETAILS :.a= �� 002.1 0 �0R\V ca• SIONA1 E0 i 2 3 4 5 6 7 i SIMSON HETA20 EMBED AT EACH TRUSS, OR APPROVED EQUAL NEW 8" CMU WITH #5 HORIZONTAL z O G/ W J W NEW 8" CMU, CELLS GROUTED AT 5 32" - 36" O.C., WITH #5 VERTICAL w DRILLED AND EPDXIED INTO m '', CENTER OF EXISTING HEADER AT 0 12 32" O.C. MAX, 6" EMBEDMENT 0- 0' H C7 �I VERIFY 25.5" X 8" GARAGE DOOR z HEADER IN GOOD CONDITION U) 1 0- w', o-2 _ U SOW 0 EXISTING 8" CMU WALL EXISTING z J g W ZWo Z GARAGE DOOR Noz u- 1 N 0 X -=w U) w z0 EXISTING GARAGE HEADER NEW IMPACT 9'-0"x7'-0" SIMSON HETA20 EMBED AT EACH GARAGE DOOR TRUSS, OR APPROVED EQUAL GARAGE EXPANDED 1'-0" PAST THE (2) #5 HORIZONTAL TOP AND EXISTING OUTER WALL BOTTOM CONTINUOUS WITH #3 TIES AT 24" O.C. TYP. NEW 16"x8" BOND BEAM SIMSON HETA20 EMBED AT EAC[ NEW 8" CMU WITH #5 r TRUSS, OR APPROVED EQUAL VERTICAL AT 24" TYP. WITH 28" DEVELOPMENT LENGTH z (2) #5 HORIZONTAL TOP Af INTO BOND BEAM AND 0 BOTTOM CONTINUOUS' HEADER #3 TIES AT 24" O.C. TYP. (2) #5 HORIZONTAL TOP AND w NEW TYP. 16"x8" BOND BE BOTTOM CONTINUOUS DEVELOPED 28" INTO NEW ¢ w COLUMN, WITH (4) #3 TIES AT m 6" O.C. AT EDGES AND 16" 0 O.C. AT CENTER SPAN 0- NEW 16"x8" GARAGE DOOR HEADER cr) z P NEW 8" COLUMN X W NEW GARAGE Q DOOR NO. DRWN. CHKD. APPVD. DATE 0 BPD BPD BPD 10/19P NEW GARAGE HEADER NEW 8" CMU WALLS WITH GROUTED AND REINFORCED WITH (1) #5 AT 24" O.C., DEVELOP #5 28" MIN. INTO FOOTER AND BOND BEAM PRECAST LINTEL WITH (1 Z. 0 w J w w m IL 0 0 c� z * T co a X 1_n ¢ NEW WALL & WINDOW SECTION REVISION DESCRIPTION NO. DRWN. CHKD. APPVD. DATE ISSUED FOR CONSTRUCTION REVISION DESCRIPTION G H I J H NEW FRONT ELEVATION NO. I DRWN.I CHKD, IAPPVD.I DATE I REVISION DESCRIPTION NEW LEFT ELEVATION NEW 8' ENTRY DOOR PER OWNER/CONTRACTOR TIE NEW WALL INTO EXISTING COLUMN RELOCATE EXISTING CART GARAGE DOOR OUT TO EXISTING COLUMN FACE KAUFMAN RESIDENCE 1491 NORTHWEST WILD OLIVE CT PALM CITY, FLORIDA 34990 CC RIF WE b P oanwiNc scue � QN• •• Jp �� www.davisce.com y, DAVIS CONSULTING & ENGINEERING, LLC w 801 NE TOWN TERRACE (772) 444-6323 8 7 JENSEN BEACH, FLORIDA 34957 FLORIDA CA 31680 • J09 NO. 17065 • STRUCTURALRFMODFL •: 0R>�.:... /ONA�-ti�`' 'r�rnmrlN��� I GI III 6 7 1 m u MASTER BATH NEW RIGHT ELEVATION a t ri NEW REAR ELEVATION N0, DRWN. CHKD. APPVD. DATE REVISION DESCRIPTION N0, DRWN. CHKD. APPVD. DATE REVISION DESCRIPTION NO. DRWN. CHKD. APPVD. DATE REVISION DESCRIPTION P t � �� , www.davisce.com 0 BPD BPD BPD 0/19/1 ISSUED FOR CONSTRUCTION � o ., DAVIS CONSULTING &ENGINEERING, LLC KAUFMAN RESIDENCE / �0�� ��' E 8 '�G'.� 801 NE TOWN TERRACE (772) 444-6323 1491 NORTHWEST WILD OLIVE CT r •Q JENSEN BEACH, FLORIDA 34957 FLORIDA CA 31680 -- PALM CITY, FLORIDA 34990 _ �+ • • N s JOB N0. --AD FlIE NMIE: : * STRUCTURAL REMODEL 17065 !W'"B5 :=fitZ NEW RIGHT AND REAR ELEVATIONS Dwc. No. REv, . STATE bf 1�, 004 10 '%""8 i0 N AID rum 1 I 3 4 5 6 7 GENERAL NOTES: - 1. TO BE CONSTRUCTED IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 5TH EDITION, 2014 & ASCE 7-10 2. CONTRACTOR TO VERIFY ALL NOTES AND DIMENSIONS PRIOR TO PROCEEDING WITH WORK 3. CONTRACTOR TO STRICTLY ENFORCE ALL OSHA REQUIREMENTS - F.B.C. WIND LOAD: FLORIDA BUILDING CODE RESIDENTIAL: 5TH EDITION AND ASCE 7-10 FOR WIND LOADING BUILDING DESIGN IS: ENCLOSED RISK CATEGORY: II WIND SPEED: 160 ULTIMATE MEAN ROOF HEIGHT: 19'-0" ROOF PITCH: 5:12 INTERNAL PRESSURE COEFFICIENT: +/- 0.18 SUBJECTIVITY TO DAMAGE FROM WEATHERING: MEDIUM TERMITES: N/A WIDTH OF ROOF END ZONE: 3' WIND EXPOSURE CLASSIFICATION: C ADJUSTMENT FACTOR FOR EXPOSURE HEIGHT USING ALLOWABLE STRESS DESIGN AND LOAD COMBINATION PER ASCE 7-10 SECTION 2.4: DL+LL; DL+0.6WL; 0.6DL+0.6WL EXPOSURE HEIGHT ADJUSTMENT FACTOR: 1.25 X LOAD COMBO FACTOR 0.6 = 0.77 APPLIED BELOW COMPONENTS AND CLADDING WIND PRESSURE (NET): - ROOF ZONE: 1. +20.5 / -32.6 PSF - ROOF ZONE: 2. +20.5 / -56.8 PSF - ROOF ZONE: 3. +20.5 / -84.0 PSF COMPONENTS AND CLADDING WALL END ZONE WIDTH: 3'-0" COMPONENTS AND CLADDING WIND PRESSURE (NET): - WALL ZONE: 4. +35.7 / -38.7 PSF - WALL ZONE: 5. +35.7 / -47.76 PSF COMPONENTS AND CLADDING WIND PRESSURE (NET) ON GARAGE DOOR: N/A SHEAR WALLS CONSIDERED FOR STRUCTURE: N/A CONTINUOUS LOAD PATH PROVIDED: YES ARE COMPONENTS AND CLADDING DETAILS PROVIDED: YES MINIMUM SOIL BEARING PRESSURE: 2500 PSF. PRESUMPTIVE: YES THIS BUILDING SHALL HAVE THE FOLLOWING: OrCt� w U) > Dow J () �wU) mZ) zz0� W � z T T-0" APPROVED SHUTTERS: IMPACT GLASS:X BOTH: NEITHER: EXISTING interior zones Roofs - Zone I I Walls - Zone 4 NO. DRWN.I CHKD. APPVD.I DATE I REVISION DESCRIPTION 0 BPD I BPD I BPD 110/19/11 ISSUED FOR CONSTRUCTION NO. I DRWN.I CHKD. IAPPVD.I DATE w OVERHANG 0 z mow ;� x w z = rw w O 10' FASCIA HEIGHT TO MATCH EXISTING U) w' U) H w z RRoofs -Zone 3Corner Zones kT nm,I REVISION DESCRIPTION NO. I DRWN. I CHKD. H J EXPANDED GARAGE DATE I REVISION DESCRIPTION REMAIN KAUFMAN RESIDENCE °#°0'' "N AVIS CONSULTING & ENGINEERING, LLC Qs ' L NE TOWN TERRACE (772) 444-6323 1491 NORTHWEST WILD OLIVE CT 36 EN BEACH, FLORIDA 34957 FLORIDA CA# 31680 PALM CITY, FLORIDA 34990 '� = JOB BNo17065 '�p STRUCTURAL REMODEL STATE OF NEW ROOF PLAN M. NN OOS O Q R ,ON A ' File Copy q e ►, I Ing File copy leis 41 51 6I A B C D E EDGE DISTANCE '1 I., EMBEDMENT kl _. FLANGE I FRAMEts - SHOWNIto- ( '4t,4 I I 3 �I i 1415 INSTALLATION T THE FRAME, INTO; METAL _... PLANOE FRAME i. SHOWN I ®uS3Yt � -r ....... tiEatT L . RI Iz ( f, i 4}PEFiA+ELE I, 3 SLASH �I t + �I I3I '! SHOWN INSTALLED vRECTL'Y To SUBSTRATE 1 ECTiJAt LL{n FRAME SHOWN EMBEDMENT u�4#144Tf#A,T E J,CHANNEL EDGE DISTANCEI HC1VtN VERTICAL ECTIPN B-s SAS#( WIDTH ._..._ FIXED LITE lop F{UCK WIDTH _.,_,., ._ _..... , ..... HORIZONTAL SECTION A -A (XO) (OX XOX SIMILAR) i IJC° K IITIT Fi R I A, t 31 NO, I DRWN. CHKD.rjAPPVD.j DATE REVISION DESCRIPTION 0 BPD BPD BPD /17 ISSUED FOR CONSTRUCTION, REVISED PER COMMENTS r INSTALLATKAN NOI ESQ I)$ E SHEET S FOR SPACING REQUIREMFNTS. 2) SEE TABLETS) ON 544EET $ POP ANCHORAGE AND SUBSTRATE TREOUNREME.NTS 9) MAX SWIIhI T}IHANIES'S TO LRL IQ4", 41 GLASS SHOWN 1S FOR ILLUSTRATIVE PuliposEs. oNLY AND MAY DIFFER To MEET bESIGN ReQUIREMENTS S) FIN ANIINOR FLANGE MAY BE REMOVED M CREATE OTHER FRAME TYPES — I E DGE - DISTANCE OPERAKk STASH VERTICAL. SECTION D-D NO. I DRWN. I CHKD. IAPPVD.I DATE INSTALLATION TFIR4UCIi TIC I ,' INTEGRAL FIt WT O METAL SHOWN INSTALLED THROUGH iX I " � _ ._- EMSEDMEN' DUCASTRP EDGE 3 DISTANCE. qI� n II( i ml ) i 1 (i t, ,•' SLR '� j EQUAL WIG . FRAME SHOWN E G T J H WINDOW INSTALLATION (METHOD A) WEATHER RESITIVE BARRIER (WRB) APPLIED AFTER TFIE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF FRAME FLANGE. TYPICAL WINDOW AND DOOR CONNECTION DETAILS EDGE 0461AN U X OPERABLE SASH i 1: A .y I J� I, FLKECF IN -�_ I 1M E t FIN SHOWN I-IOFtle ONTAL SECTION -C XQj -77 (OX & XOX SIMILAR) FIN FRAME ISHOWN f , EXIEROK INSTALLA"TIOINI THROLIOM THE FRAME, INTO METAL. (4MAS St -OWN, HEAD & SILT- 506HI A;R) REVISION DESCRIPTION NO. DRWN. CHKD. APPVD. DATE IN TALIATkiC T II -PIES I ¢SEE SHEET I FOR SPAGING REC Uft _INTS, 2) SEA uEite(S) ON SHEET 2 FOR ANCHORAGE AND $U851RATE REQUIREMENTS 3; MAX. $HIM THICKMSS'Tp BE Tdd"_ 4} GLASS SHOWN IS FOR ILLUaTRA7 POISES ONLY ARID MAY DIPPER TO MEET DIES ION IREI�UIREMENTS. 5) FIN ANDA')R FLANGE MAY HE REMOVED TO CREATE 011R FRAME TYPES. REVISION DESCRIPTION STEPS O APPLY SILL FLASHING (2) APPLY BEAD OF SEALANT AT BACK OF WINDOW EDGE & FRAME, SET WINDOW (PAN HEAD SCREWS MUST BE USED TO FACILITATE INSPECTION) O APPLY BEAD OF SEALANT AT SIDE JAMBS ® APPLY JAMB FLASHING O APPLY BEAD OF SEALANT AT HEAD © APPLY HEAD FLASHING 7 IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. TUCK WRB UNDER SILL FLASHING, AND OVER JAMB & HEAD FLASHING. WITH SHEATHING TAPE, CONNECT THE WRB TO THE FLASHING (ALL 4 SIDES) ® JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 Y2" ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNERS TO TEMPORARILY HOLD FLASHING IN PLACE UNTIL WRB IS APPLIED. SEALANT BEAD BEHIND FRAME. SEAL THE WINDOW FRAME TO OPENING. APPLY A %" NOM. DIA. BEAD TO THE BACKSIDE (INTERIOR) OF THE WINDOW, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. �3 JAMB FLASHING APPLY CONT. SEAL TO THE FRAME AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8 Y2" ABOVE THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT). SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. KAUFMAN RESIDENCE 1491 NORTHWEST WILD OLIVE CT PALM CITY, FLORIDA 34990 CAD FlB NAAiE: DRAWING S E: SECTION A THROUGH WINDOW JAMB -------------- FLASHING SEALANT BEAD BETWEEN FLASHING AND FRAME EDGE. FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. OO HEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING, I FASTEN IN PLACE. I nrn� nwrr � INTERIOR VIEW TOP LEFT CORNER OF WINDOW - .•'T o :'14 -o•.� www.davisce.com DAVIS CONSULTING & ENGINEERING, LLC 801 NE TOWN TERRACE (772) 444-6323 JENSEN BEACH, FLORIDA 34957 FLORIDA CA# 31680 STRUCTURAL REMODEL JOB NO. 17065 WINDOW AND DOOR TYPICAL DWG. N0. REV. CONNECTIONS AND FLASHING 1 007 10 .File COP31 CY�