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HomeMy WebLinkAboutBUILDING PLANSEXIST&. �ON�. DRIVE EXISTG. RO(�)F TO REMA I N ® COLUMNS BE I NCB REFLAGED SAME LOCATION S 1 TE--FLAN 4 NEW W( D 5M. REFLAG C� GONG. 5M. SAME LOCATION EXIS - SLAE3 REFLA NEW EXIST. RES I DEN C,E GONG. -INCS) I WITH NEW TRELLIS THIS AREA 19 231-61.'-Ni W r�ONC. SLAB- SEE FLOOR AND FOUNDATION PLAN FOR LOCATION AND SIZE I4I.51 (C-11) MEMOS LANE DE51 GN CERTIFICATION FOR YOU ND LOAD COMPLIANCE: I CERTIFY THAT, TO THE BE5T OF MY KNOWLEDGE AND BELIEF, THE5E PLAN5 AND 5PECIFICATION5 HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OD THE BUILDING CODE A5 AMENDED, ADOPTED, AND ENFORCED BY MARTIN COUNTY BUILDING DEPARTMENT. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SY5TEM5. AND RELATED ELEMENT5 PROVIDE ADEQUATE RESISTANCE TO THE WIND LOAI)5 AND FORGES SPECIFIED BY THE CURRENT CODE PROVISIONS. I HERBY ACCEPT RESPONSIBILITY FOR THE STRUCTURAL DESIGN. DESIGN MWAMETERS AND ANALYSIS: CODE EDITIONS: 2017 FLORIDA BUILDING CODE (6 EDITION) ASCE 'I-10 BUILDING DE516N AS: ENCLOSED BASIC WIND SPEED: WEST OF TURNPIKE_____ EAST OF TURNPIKE_ X __ BUILDING CATEGORY WIND IMPORTANCE FACTOR: INTERNAL PRESSURE COEFFICIENT: GARAGE DOOR DESIGN PRESSURE: WINDOW DESIGN PRESSURE: WIND SPEED EXPOSURE: IMPACT PROTECTION (EXTERIOR I 11 X III IV m m SEE FLOOR PLAN FOR WIND PRESSURES SEE FLOOR PLAN FOR WIND PRESSURES FOR WINDOWS AND DOORS IN INT. AN DEND ZONES 170 MPH. C APPROVED SHUTTERS OPENINGS): 11�11=AC7 RESISTANT X 6LAS5 (MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RESIDENTIAL / COMMERCIAL BUILDINGS, ALTERATIONS, AND RENOVATIONS) NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOOR, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST ALSO BE NDICATEDON CONSTRUCTION PLANS.S R IV D MAY 4 0 09 ST. Lucie County, Permitting ST C7AR1' POWELL ARCHITECTURE AND PLANNING I6 5OUTH RIVER ROAD SEWALLS POINT, FL. 54g(516 OFFICE: -7-T2-223-1-755 0 00E Gop'll F o IL v 0 z w Q N w IY O Z O Q W < Q Z � Q o Q � 0 � oLIJ lu 4 m LL DRAWN BY W6P CHECKED iBY W6P DATE MAY 5, 201 cl SCALE AS NOTED JOB NO. 14 REVISIONS: SCANNEE) BY St. Lucie County >90-5 -0a3 �p Fm SCALE: I/8" = 1'-0" 51 TE FeLAA-�N` EXISir::;. GONG. DRIVE EX I STO. WOOD COLUMNS 5E I NCG REPLACED SAME LOCATION EX I ST0. ROOF TO RENLAIN - COLUMNS 5E I NO REPLACED SAME LOCATION T-4' FAM EX I STO. RESIE�EN� NEW W OD 5M. REPLAG C7 GONG. 5M. SAME LOGATION �EXIS SLAE3 REPL, NEW 0 GONG. I NCB s WITH NEW TRELLIS THIS AREA �—NEw �ONC. SLAE3- SEE FLOOR AND FOUNDATION PLAN FOR LOCATION AND SIZE 14 1.5(Coll) 1�f1vIOR� LANE DE51 GN CERT I F I GATT I ON FOR WIND LOAD COMPLIANCE: STATEMENT: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPEGIFIGATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OD THE BUILDING CODE AS AMENDED, ADOPTED, AND ENFORCED BY MARTIN COUNTY BUILDING DEPARTMENT. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS. AND RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORGES SPECIFIED BY THE CURRENT CODE PROVISIONS. I HERBY ACCEPT RESPONSIBILITY FOR THE STRUCTURAL DESIGN. DESIGN PERAMETERS AND ANALYSIS: GODE EDITIONS: 2017 FLORIDA BUILDING GODS (6 EDITION) ASGE 7-10 BUILDING DESISN AS: ENCLOSED BASIC, WIND SPEED BUILDING CATEGORY: WIND IMPORTANCE FACTOR: INTERNAL PRESSURE GOEFFIGIENT: GARAGE DOOR DESIGN PRESSURE: WINDOW DESIGN PRESSURE: WIND SPEED EXPOSURE: IMPACT PROTECTION (EXTERIOR OPENINGS) WEST OF TURNPIKE_____ EAST OF TURNPIKE X I II X III IV IN SEE FLOOR PLAN FOR WIND PRESSURES SEE FLOOR PLAN FOR WIND PRESSURES FOR WINDOWS AND DOORS IN INT. AN REND ZONES 170 MPH. G APPROVED SHUTTERS IMPACT RES 1 STANT X GLASS (MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RESIDENTIAL / COMMERCIAL BUILDINGS, ALTERATIONS, AND RENOVATIONS) NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOOR, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST ALSO BE DIGATEDON CONSTRUCTION FLANS.S RECEIVED JUN 3 2019 Permitting Department St. Lucie County, FL GARY POWELL ARCHITECTURE AND PLANNING 1(v SOUTH RIVER ROAD SEWALLS POINT, FL. 34gg6 OFFICE: -7i2-225-1-755 o LL lu 0 z y Ll „ 11 lLU O Ul z O z Q� Q o d )- 0 l o w Q Q < m m ° u DRAWN BY ASP C VZKED BY WGF DATE MAY 3, 201ci SCALE AS NOTED JIM NO. IlZI REVISIONS: IL MAY 50, 201 ci BLDG. DEFT. GOM A-1 SCALE: /8" =t 1'-01, REVIEWED' CODE COMPL ST. LUCIE CC BOCC DEMOLITION NOTES ZZ REMOVE GONG. SLAB I i \ \ \ \ \ \ \ VERIFY LOCATION OF ALL NEW vNALLS PRIOR TO REMOVI S ANY EXI5TIN5 GONSTR[.'CTION. VERIFY ALL 6EAR�NG GO^.G'T'C', PRIOR TO REMOVAL OF A WALL5. PROTECT ALL E%i!5"`!Ng AREaS-'-,AT ARE NOT TO BE DISTURBED. ALL WORK 5rA_L EZ =%ON . v A' :ORDANCE WITH ALL LOCAL CODES AND ORDINANCES VERIFY ALL \^ST-N6 7 'G'1:i AND DIMENSIONS PRIOR TO STARTING wORr G.>5E A'. ' D15CRIPANCIE5 BETWEEN THE PLAN5 AND E<STi'vG FiEL4- TIONS, NOTIFY THE ARCHITECT I MMEDI ATLY. REMOVE GONG 5LAB �-4 REMOVE EXISTS. CONO BEAM L, AND COLUMNS AFTER EXISTS. ROOF HAN BEEN SHORED UP AND ANCHORED I � REMOVE � GONG. SLAB TX STO. F ES DENCE I I I I I I I I I I I I I REMOVE EXISTS. p X GONG SLAB j w AFTER EXISTS. j ROOF HAN BEEN SHORED UP AND I ANCHORED ---------------------------d N DEMOLITION PLAN ALE: 1/4" = I'-0" N izE\l l SED FLOOR FLAN 3 2019 'epartment ounty, FL SCALE: 1/4" = I'-0" ARCH I TEGTURE AND PLANNING Ib SOUTH RIVER ROAD SEWALLS POINT, FL. 549gb OFFICE: 712-225-1755 O W Z g N� W N W IX a e tl Ul z 0 -A za d O Q � O O W M DRAWN BY WGP CIrmCKED BY WGP DATE APRIL cl, 201a SCALE AS NOTED K REVI510N5� MAY 30, 201 ci BLDG. DEPT. COM A=11111111112 2 Ri�IEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 0 EXI5T6. ROOFING T REMAIN EXISTS. MTL. LATH STUCCO &ABLE ENE REMAIN - REPAIR F REQUIRED TOP OF EX 5M-- EXISTS. MOOD BM. REMAIN (2) 2" X 10" PT. AO( ANCHORED TO 6" X WOOD COL. W/ (2) ! &ALV. THRU BOLTS WASHERS MTL. LATH AND STL ON 2 LAYERS OF E FELT ON 5/8" COX. PLYWOOD 5HT6, ON 2" X 6" PT. WOOD FRAMING AT MAX. 6" 00. �--- NEW 6" X 6" FT. !, WOOD P05T I I I I I I I I I I I I I I I I I I NEW GOING. 5LAE -SEE: FOUNDATION FLAN TOR MTL. LATH AND STUCCO FIN. I I SIZE AND RDNF. ON 2 LAYERS OF 50 LB. FELT ON 5/8" COX. in PLYWOOD 5HT6, ON 2" X 6" PT. WOOD FRAMING AT MAX. 8" OG. -__- SEE ' HTION FLAN I I i I ANr COL. ANCH0OR 0'-0" EXI5T6 _FIN. FLOOR I I -NEVV GONG. FOOTING - SEE S G T I O tiulA OA�LAN PROVIDE 5TRAF ANCHORS - SEE ROOF FRAMING PLAN FOR STRAP ANCHOR INFO NEW MTL. LATH — AND STUGGO FIN. ON 2 LAYERS OF 50 LB. FELT ON NEW (5) 2" X 10" PT. AOOO BM. #4 BAR X 24" LONG Al 18" OG. DOWELED INTO EXIST6. SLAB MIN. 6" AND SET IN HIGH STRENGTH EPDXY GROUT AND CAST INTO NEW SLAB NEW 4" GONG. SLAB - SEE FOUNDATION PLAN FOR 51ZE AND REINF. I SEGT I ON G EXISTG. ROOF TO REMAIN EXISTS. GONG. COL. EACH 51PE TO REMAIN EXISTS. GONG. BLOCK WALL TO REMAIN EXI5T6. GONG. - 5LAB AND FOOTING 2" X 2" FT. AT 8" 1 8'-0" TOP OF ■l EX15TO.$M_____ 5". X 8" AT 24" or,. (2) 2" X 10" PT. WOOD BM. ANCHORED TO 6" X 6" FT. WOOD COL. W/ (2) 5/6" &ALV. THRU BOLTS W/ HD WASHERS MTL. LATH AND STUCCO FIN. ON 2 LAYERS OF 50 LB. FELT ON 5/5" COX. PLYWOOD 5HT6, ON 2" X 6" PT. WOOD FRAMING AT MAX. 8" OC. O'-O" EXISTS. FIN. FLOOR \X 6" SECT I ON 3 5G: 5/4" = I'-O" EXIST&. ROOF TO REMAIN EXIST&. WOOD SM. TO REMAIN Ll r_ill,, _________________________ FRONT ELEVATION EXISTS. EN DOOR "X 6" Pi. D P EXI5T6. MTL. LATH AND STUCCO &ABLE END TO REMAIN - REPAIR AS RZOUIRED FOUNDATION FOR LOCATION __________ (2) 2" X 10" PT. WOOD SM. SEE ROOF FRAMING PLAN FOR BEAM SEAT ANCHOR &LV. FLASHIN6 OVER BM. TO PREVENT CONTACT NV ROOF 6" X 6" PT. ROOD RAIL RUNOFF POST. SEE ROOF FRAMIN6 PLAN FOR BEAM SEAT AYGHOR NEW 4" CONC. SLAB - SEE FOUNDATION PLAN ----- FOR SIZE AND REINF. GONG. F OTIN6 - 5EE FOUNDATION PLAN FOR SIZE AND REINF. 4Z 2" X 10" PT. WOOD SM. ANCHORED TO 6" X 6" PT. HOOD COL. YV (2) 5/6" &ALV. THRU 50LT5 —NEW TRELLS- SEE SECTION C SHEET A-5 FOR DETAIL5 PT. PO i am, *77m EXI5T6. 57LCG0 FIN. GONG. BLOCK #4 BAR X 14" LONG AT IS" OG. DOWELED INTO EX15T6.5LAB MIN. 6" AND SET IN HIGH STREN&THEPDXY &ROUT AND CAST INTO FEN SLAB 0'-0" EXISTS. FLOOR FIN. GONG. FOOTING - SEE FOUNDATION PLAN FOR SIZE AND REINF. 12 5 EXIST& GONG. BM. EXISTS. GONG. BLOCK WALL TO REMAIN EXISTS. C% SLAB AND FOOTING 50: 5/4" = l'-O" RECEIVE® JUN 3 2M Permitting Department St. Lucie County, FL ARGHITEGTURS AND PLANNING I6 5OUTH RIVER ROAD SEAALL5 POINT, FL. 34gg6 OFFICE: -i 12-223-1155 u 0 O UI z w Q N lu O Q 1� -AZ Q � � 0 0 llJ IU Q Q m m � � By W6F BY WGF aATE MAY 3, 201 cl SCALE A5 NOTED JOB NO. IG REYI510N5: SCALE: 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC `\ O` A \ 1 I I I I I I I 1 1 1 G \ G01�UMN SGHEDUL� 6" X 6" PT. WOOD POST FOOTING SGH�DUL� OA 12" X 12" THICKENED EDGE PT6. W/ I # 5 CONT. BOTT. ® Ib" X So" X 50" W/ 5 # 5 EACH WAY BOTT. OG Ib" X 56" X 561, W/ i # 5 EACH WAY BOTT. 501L BEARING STATEMEMT: I. FOOTIN65 WERE OE516NED FOR A SOIL BEARING CAPACITY OF 2500 P5F, 2. GENERAL CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION. PROVIDE 501L BEARIN6 TESTS SIGN AND SEALED BY A STATE OF FLORIDA RE$I5TERED ENGINEER TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 4" Q I I 1 NEW 4" GONG. BLAB NV 6 x 10/10 WWM OVER 6 MIL I ip VAPOR BARRIOR OVER O W TERMITE TREATED AND WELL COMPACTED FILL I ©I 4® =/ L 10, Q 1 I IT-4" IV FOU1 DA71ON FLAN NEW 4" CaN6-5L9@1^J!_rz2t-_,` b 10/10 MM OVER 6 MIL VAPOR BARRIOR OVER TERMITE TREATED AND WELL COMPACTED FILL �\\ 1 1 1 1) 57KZTLRA_ NOTES: A. STRUCTURAL DRAWIN65 SHALL BE WORKED TO6ETLR WITH ARCHITECTURAL., MECHANICAL AND ELECTRICAL DRAWINGS TO VERIFY DIMENSIONS, LOCATIONS OF PM-RE59ED SLABS, SLOPES, DRAINS, OUTLETS, RECE55E5, RESLEET5, BOLT SET7ING5, 5LEEVES, ETC. DISCREPANCE5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK B. ALL STRUCTURAL OPENINGS AROUND OR APFECTED BY MECHANICAL, ELECTRICAL OR PLUMBING EQUIPTHENT SHALL BE VERIFIED WITH EQUIPTMENIT PURCHI BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. CONTRACTOR SHALL SUBMIT TO THE 57RUCTURAL EN61NE02 FOR APPROVAL A DRAWING DETAILING THE OPENINGS, LOCATIONS AND SIZE PRIOR TO CONSTRUCTION. NO PENETRATIONS OF ANY STRUCTURAL MEMBER NOT 5HOWN ON THE STRUCTURAL ORAWING5 WILL BE ALLOYED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER C. ALL WORK TO BE PREFORMED IN AOCORDANCE WITH ALL STATE, COUNTY, AND OR MUNICIPAL CODES AND ORDINANCES. p. CONTRACTOR SHALL OBTAIN THE LATEST SET OF DRAWIN615 INCLUDING ANY REVISIONS BEFORE STARTING CONSTRUCTIONS. E. ALL DETAILS, SECTIONS AND NOTES 5HOWN ON THESE DRAyNING5 ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS NOTED OR SHOW F. COMPUTED DIMENSIONS SHALL TAKE PRECEDENCE OVER 50ALED DIMENSIONS. G. WHEN SPECIFICATIONS AND GENERAL NOTES DISAGREE, GENERAL NOTES SHALL TAKE PRECEDENCE. 2) ELEVATIONS: A. SEE PLANS FOR FINISH FLOOR ELEVATIONS, FOOTING, COLUMN AND BEAM I-EI6Mf5. 3) CONCRETE: A. COMPRE551VE STRENGTH OF CONCRETE AT 25 DAYS PC- 5,000 FBI. B. TEST: A MINIMUM OF 5 CONCRETE SPECIMANS SHALL BE TAKEN FROM EACH 50 CU. YD. OR PORTION THEREOF. SPECIMANS SHALL BE TESTED ACCORDING TO ASTM A-EM, ONE AT 3, ONE AT RAND 5 AT 25 DAYS. C. REINFORCING COVER: CONCRETE DEPOSITED AGAINST THE 6ROUND...............................3" FORMED CONCRETE AGAINST THE 6ROUND.....................................2' BEAMSAND COLUMNS..................................................................................1 1/2. SLABS................................... ............................................ .................................... 3/4' 5LA85 ON &ROUND (BOTTOM ) ................................... ................... .......... I.. R/T SLABS EXPOSED EXPOSED TO YEATHER................................I' 4) SLAB ON FILL: PLACED IN AGGORDANCE WITH ACI 302 A. VAPOR BARRIOR: WATERPROOF MEMBRANES (OVERLAPPED 6" AT JOINTS) WITH PERhEANCE OF LESS THAN 0.3 FERM5 IN ACCORDANCE WITH ASTM E-96 SHALL BE PROVIDED UNDER INTERIOR SLABS. B. WHERE NO VAPOR BARRIOR 15 USED THE SUB6RADE MUST BE DAMPED WITH WATER IN ADVANCE OF CONCRETIN6. NO FREE WATER STANDING ON THE 501L NOR ANY MUDDY OR SOFT SPOT IS PERMITTED. C. ANY STRUCTURAL MMMSM PENETRATING SLA85 ON FILL 15 TO BE ISOLATED WITH 1 1/2' THICK PRE -MOLDED JOINT FILLER COMPLYING WITH ASTM D-IR52, TYPE. D. FINISHING,. NO PREMATURE FINISHING SHALL BE ALLOWED. IMM®IATLY FOLLOWIN6 FLOATING TROWELING WITH STEEL TROVELS SHOULD BE COMMENCED IF REQUIRED. GROOMING SHALL BE DONE AFTER THE STEEL TROWELING OPERATION. BUILDING .....................STEEL TROYEL FINISH OUTSIDE SLA65....... BROOM FIN15H STRAP ANCHOR SCHEDULE ALL UP MARK MODEL NO. FASTENERS LIFT O TS 12 (10) 16 D -665 I.M. ❑2 IRIS 210-2 (6) 160 EA. WOOD METER -25410 LB. (b) 1/4' X 4" TAP CON SCRBNS INTO CONC. L6UM25_5 (b) 5/0" X 4' TITAN NO ANCHORa (6) 1/4' X 2 1/2' 505 WFZV45 -2455 LB. ® P8566 (14) IbD -5100 LB. ALL STRAP ANCHOR NOTED ARE MR6R BY SIMPSON STRONG. TIE ALL STUD SEARIN6 WALLS: 5P-6 W/ (6) IOD X I lY EACH ST V TO PLATE CONVECTION TOP AND BOUT. OF EACH STUD PLYWOOD NAILING SCHEDULE: WITHIN 5'-O'OF ROOF ELSE 80 HOT DIPPED SALY. NAILS Y 4' O.C. BALANCE 6D HOT DIPPED SAWS NAILS O 6' OC DOWEL NOTES: I FOOTING, NOTE: 2, SLAB NOTE: 5, COLUMN NOTE: 4, COLUMN NOTE: 5, BEAM NOTE: DOWEL NEW FOOTING STEEL INTO EXISTS. FOOTING MIN 6" (SET IN HIGH 5TREN&TH EPDXY GROUT) AND CAST INTO NEW CONCRETE FOOTING. PROVIDE I # 4 DOWEL X 24" LONG AT IS"OC. DOWELED INTO EXISTING FOOTING OR SLAB MINIMUM 6" (SET IN HIGH STRENGTH EPDXY &ROUT) AND CAST INTO NEW CONCRETE SLAB. PROVIDE I # 5 DOWEL X 16" LONG AT 16" OC. CAST IN EXISTING CONCRETE BLOCK CELLS FILLED SOLID WITH CONCRETE (MINIMUM 6" PENETRATION) AND CAST IN NEW CONCRETE COLUMN. DOWEL NEW COLUMN STEEL INTO EXI5TIN& FOOTING BELOW AND BEAM ABOVE (MINIMUM 6") AND SET IN HIGH STRENGTH EPDXY &ROUT. DOWEL NEW BEAM STEEL INTO EX15TINS BEAM (MINIMUM 69 AND SET IN HIGH 5TREN6TH EPDXY GROUT. EXIST&. ROOF TO REMAIN MEW (Z12" X 10" PT. WOOD SM. TO R EMA N — 1 ________________ _ 1 L L x ni 2� .T ~ N II EXIED IL-- 5T6._ II %�E _ III N i 2 1U tv IA N _ _ — i w O _-- TRUSSES _O To ____Tp O --- y 0 i w w QII REMAIN , 1H YK: I R II O I ---I II II F- ------------ --- - --- --------- 1 -- 1 B H �_ --I---- " X 10" 1 SNOOD JOISTS '_T�� --------r---T- ❑2 NEW O�2 H — ' I PTTWb '-6 3 „ SM. pAT 1 OG. = lk BOLT NEW (2) 2" BOLT NEW (2) 2" X 101, PT. WOOD X 10" PT. WOOD BM. TO 6" X 6" BM. TO 6" X b" PT. WOOD COL. 251-6" PT. WOOD COL. I' W/ (2) 5/5: 6ALV. THRU BOLTS d Q &ALV. THRU [0 BOLTS bwN ROOF FRAMINrz7 FLAN RECEIVED JUN 3 2019 Permitting Department St. Lucie County, FL &ARY PONELL ARCH I TI=GTURE AND FLANN I N6 Ib SOUTH RIVER ROAD 5EWALLS POINT, FL. 54qcib OFFICE: 'I72-225-1755 v J O )L Ill z O d LU � Q z _1 O LL z v OLU lu Q m � Qm LL DRAM BY WGP DATE MAY 5, 201Q1 SCALE AS NOTED .JOB NO. 1Q IR"slowl MAY 50, 201 cf BLD6. DEPT. COM - J - ALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" REVIEWED FOR CODCoMPLIANICE ST. UCIE COUNTY BOCC EXISfirz7. GON�.I', DRIVE REPLACE EX I STO ENTRY DR. EXIST&. WOOD COLUMNS BE I N& REPLACED SAME LOCATION � I/ EX I STO. ROOF TO REMAIN - COLUMNS BE I N& REPLACED SAME LOCATION SITE PLAN A❑ REMO\n AT EXIS R EX I STO. RES I I:;�ENC,,E m U WIN ARCHES 5. BM. NEW XN) C. SLAB OVEIST&. (TO i�EM =LACE LS. � B NEW ONC. SLAB- SEE FLOOR AND FOUNDATION PLAN FOR LOCATION AND SIZE 41.51 (�) MEMOR`I' LANE ST&. DE516N CERTIFICATION POR WIND LOAD C OMPLIANGEII I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OD THE BUILDING CODE AS AMENDED, ADOPTED, AND ENFORCED BY MARTIN COUNTY BUILDING DEPARTMENT. I AL50 CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS. AND RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORGES SPECIFIED BY THE CURRENT CODE PROVISIONS. I HERBY ACCEPT RESPONSIBILITY FOR THE STRUCTURAL DESIGN. CODE EDITIONS: 2017 FLORIDA BUILDING CODE (6 EDITION) ASGE 7-10 BUILDING DESIGN AS: ENCLOSED BA51G WIND SPEED: BUILDING GATEGORY: WIND IMPORTANGE FAGTOR: INTERNAL PRE55URE COEFFICIENT: GARAGE DOOR DESIGN PRESSURE: WINDOW DESIGN PRE55URE: WIND SPEED EXPOSURE: IMPACT PROTECTION (EXTERIOR OPENINGS) WEST OF TURNPIKE_____ EAST OF TURNPIKE_ X --- I II X III IV IMA m SEE FLOOR PLAN FOR WIND PRESSURES SEE FLOOR PLAN FOR WIND PRESSURES FOR WINDOWS AND DOORS IN INT. AN DEND ZONES 170 MPH. C APPROVED SHUTTERS IMPACT RESISTANT X GLASS (MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RESIDENTIAL / GOMMERGIAL BUILDINGS, ALTERATIONS, AND RENOVATIONS) NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOOR, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST ALSO BE DIGATEDON CONSTRUCTION PLANS.5 JUN,' 2020 BY:.... ......... REVISION ST. rCIE COUNTY BUILDING DIVISION REVIEWED FOR C P�A REVIEWED BY _ DATE 6 PLANS AND PERMV MUST BE KEPT ON ]GB SITE OR NO INSPECTION(S) WILL BE MADE SCASN`NED SCALE: 1/5" = I'-o" St. Lucie COUntY 6ARY POWELL ARCHITECTURE AND PLANNING 16 SOUTH RIVER ROAD 5EWALL5 POINT, FL. 34gg6 OFFICE: 7 12-223-1755 O lU z lU Q � lVl N III (X O LU Z O W Q z � Q O d z � LU � v O Q � LU r w fL 4 m IL DIRA MI BY AGP G =Amp my AGP DA12 MAY 3, 201q AS NOTED JIMNo. Iq Imevislom IO MAY 30, 201 q BLDG. DEPT. GOM ©JULY 51, 201q Job REV. A5EPT. 2q1, 201q REV. ENTRY DRS. ® APRIL 3, 2020 JOB REV. A�l OF 4 FILE COPY DEMOLITION NOTES: SARY PoNELL ExST ram. '. 1z; ESIIJENc; ►�i REMOVE GONG. SLAB REMOVE EXIST6. ARCHES FROM GO M VERIFY LOCATION OF ALL NEA WALLS PRIOR TO REMOVI 6 ANY EXI5TIN6 CONSTRUCTION. 2. VERIFY ALL BEARING CONDITIONS PRIOR TO REMOVAL OF A HALLS. 5. PROTECT,, L EXI5TIN6 AREAS THAT ARE NOT TO BE D15TURBED. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCES. 5. VERIFY ALL EXI5TIN6 CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. IN CASE OF ANY DISCRIPANGIES BETWEEN THE PLANS AND EXI5TIN6 FIELD CONDITIONS, NOTIFY THE ARCHITECT IMMEDIATLY, EX15T6. GONG. SLAB TO REMAIN REMOVE EX15T6. 4" X4" WOOD COLS. AND BM. (ROOF TO REMAIN) SHORE UP ® EX15T6. ROOF PRIOR TO REMOVING WOOD COLS. EX15T6. GONG. SLAB TO REMAIN 1�1 REVISED FLOOR PLAN ON 1" X 7" PT 0 16" OG. 'PT. BUCK ANCHORED WALL lV 1/4" 6" TAP WS AT 6" OC. DOOR JAMB < N IX4 Pi. 5LK'6 O CONC, SLK. NV * 51,1REKS ( MIN. 4" H OO E ME3 W/ 1 1/2" U T N6E5 RED6 OR EQU OFIAL ZN& NE ALL ARCHITECTURE AND PLANNING 16 SOUTH RIVER ROAD 5EWALL5 POINT, FL. 54ag6 OFFICE: '772-2 i55 �P O IL W Z Q WLu � V N Lu z OO <� �za d d 6 QO z v OLuw Q r IL d < m � DRNMI dY WGP 0,0501M my AOF VATO AFRIL cl, 201q sciftC AS NOTED JOB NO. Ia lWallom IQ MAY 50, 201q BLDG. DEFT. COM 8 JULY 51, 201q JOB REV. ® SEFT. 2ci1, 201at RED/. ENTRY DRS. A1111111111111111111112 :20F.4 SCALE: 1/4" = 1'-0" FILE COPY SCALE: 1/4" = 1'-0" EXISTS. ROOFING TO REMAIN EXISTS. MTL. LATH AND ---- -- -------- --- STUCCO &ABLE END TO REMAIN - REPAIR AS REQUIRED _=/-5'-O" TOP OF EXISTS. BM. -------------------- ---------- EXISTS. WOOD BM. TO -t{ ----> REMAIN (2) 2" X 10" PT. WOOD BM- ANCHORED TO 6" X 6" PT. WOOD COL. W/ (2) 5/5" &ALV. THRU BOLTS W/ HO WASHERS PROVIDE PVC. COLUMN COVERS EACH COLUMN PROVIDE PVC. COLUMN COVERS EACH COLUMN O-O EXI5T6. FIN. FLOOR j SECTION A EXISTS. ROOFING TO REMAIN TO EXISTS. SOFFIT TO REMAIN SEE ROOF FRAMING PLAN FOR BEAM SEAT ANCHOR NEW GONG. SLAB - SEE FOUNDATION PLAN FOR 51ZE AN REINF.- SEE FOUNDATION PLAN FOR COL. ANCHOR NEW GONG. FOOTING - 5EE FOUNDATION PLAN FOR SIZE AND REINF. EXISTS. MTL. LATH AND ----------> STUCCO GABLE END TO REMAIN - REPAIR AS REQUIRED ® 2" X 4" WOOD _=/-8'-O" TOP OF EXIST6. TRELLIS MEMBER BM' CION . EX15T5. WOOD BM. TO >FT REMAIN (2) 2" X 10" PT. WOOD BM- ANCHORED TO 6" X 6" PT. EXIS 6. SOFFIT TO WOOD COL. W/ (2) 5/6" 1 REMAIN SALV. THRU 5OL75 W/ HD WASHERS L�YI5T6. WOOD BM.- TO REMAIN -® 4" (2) 2" X 4" WOOD BM. TO PROVIDE PVC. COLUMN WOOD BM. CONN. COVERS EACH COLUMN NEW 4" X 4" PT. WOOD POST I I I 11 I I I I I I I I II II V I I I I I I I I I NEW CO . SLAB - SEE FOUNDATION PLAN FOR PROVIDE PVC. COLUMN -------- - - SIZE AND' REIN COVERS EACH COLUMN ry t I I m ICI 5 4" X " PT. WOOD 05T TO FOOTINdo CONN. EXISTS. FIN_---- FLOOR --------------------__ ____lily - - SECTION D NEW GONG. FOOTING - SEE FOUNDATION PLAN FOR SIZE AND REINF. 0 2"X4"Y TRELLIS MEI TO FASCIA 50: 5/4" = 1'-0" 12 LA INC, REM 5 S 5ECTION SLAB TO REMAIN O EXIST6. I _ EXIST6. ROOF TO REMAIN ====411 91 PROVIDE PI/C. COVERS EANCH ------------- FRONT ELEVATION G NEW ENTRY DOOR I �W 6" X 6" PT. WOOD P05T �5 LU524-2 (4) 16D HEADER (2) 16D BEAM REMAIN - REPAIR AS REGlUIRED ---EX15T6. GONG. FOOTING AND SLAB TO REMAIN SC: 3/4" = 1'-0" g" X 4" AT lb" OC. (2) 2" X 4" D6QRATIYFEC BM. \ / PROVIDE STRA --_I ANCHORS - 5E ROOF FRAMIN PLAN FOR STRAP ANGH R EXIST6. GONG. BM. TO REMAIN - REMOVE ARCHES 6 FIN. TO MATCH EXISTS. 5ECTION G ANG OR EACH MEMBER TO BM. AND SM. TO COL. W/ (2) 1/4" X 6" WOOD SCREWS FILE COPY 12 3 ROOF TO EXISTS. GONG. COL. EACH 51DE TO REMAIN 5C: 3/4" = 1'-0" SARY POAELL ARCHITECTURE AND PLANNING I& SOUTH RIVER ROAD SEiALL5 POINT, FL. 340106--\ (s) oz Lu Uj Q z Q Q � IL OLd w r IL Q m IL optAm sy WGP my wwA15`P VA'M MAY 3, 201q ScAm A5 NOTED JIM NO. Iq JULY 31, 201q JOB REV. 5EPT. 2q1, 201q REV. ENTRY DRS. 5EPT. 2q1, 201q REV. ENTRY DRS. OCT. q, 201q REV. ENTRY DR5. APRIL 3, 2020 JOB REV. AIIIIIIIIIIIIIIIIIIIII5 5OF4 SCALE: 1/4" = I'-0" ® 12" X 12" THICKENED EDGE FTC. W/ I # 5 CONT. BOTT. ® 16" X 50" X 50" W/ 5 # 5 EACH WAY BOTT. 501L BEARING STATEMEMT: I. FOOTINGS WERE DESIGNED FOR A SOIL BEARING CAPACITY OF 2000 PSF- A VISUAL INSPECTION AND RATIONAL ANALYSIS WAS DONE AND I DETERMINED THAT THE 501L 1NA5 SUFFICIENT TO SUPPORT HE DESIGN LOAD. FOUNDATION PLAN U STRVCT RAL NOTES: A. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWING'' TO VERIFY DIMENSIONS, LOCATIONS OF DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS RECESSES, REGLEET5, BOLT SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK B. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL OR PLUMBING EOUIPTMENT SHALL BE VERIFIED WITH EQUIPfM1ENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED, CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER FOR APPROVAL A DRAWING DETAILING THE OPENINGS, LOCATIONS AND SIZE PRIOR TO CONSTRUCTION. NO PENETRATIONS OF ANY STRUCTURAL MEMBER NOT 5HOWN ON THE STRUCTURAL DRAWINGS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. C. ALL WORK TO BE PREFORMED IN ACCORDANCE WITH ALL STATE, COUNTY, AND OR MUNICIPAL CODES AND ORDINANCES. D. CONTRACTOR SHALL OBTAIN THE LATEST SET OF DRAWINGS INCLUDING ANY REVISIONS BEFORE STARTING CONSTRUCTIONS. E. ALL DETAIL5, 5ECTION5 AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS NOTED OR SHOWN. F. COMPUTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 0. WHEN SPECIFICATIONS AND GENERAL NOTES DISAGREE, GENERAL NOTES SHALL TAKE PRECEDENCE. 2) ELEVATIONS: A. SEE PLANS FOR FINISH FLOOR ELEVATIONS, FOOTING, COLUMN AND BEAM HEIGHTS. 3) CONCRETE: A. COMPRESSIVE STRENGTH OF CONCRETE AT 25 DAYS F'C- 5,000 P51. B. TEST: A MINIMUM OF 5 CONCRETE SPECIMANS SHALL BE TAKEN FROM EACH 50 CU. TD. OR PORTION THEREOF. SPEGIMANS SHALL BE TESTED AGGORDINO TO ASTM A-S9, ONE AT 5, ONE AT TAND 5 AT 26 DAYS. C. REINFORCING COVER: CONCRETE DEPO51T-D AGAINST THE GROUND..............................3" FORMED CONCRETE AGAINST THE GROUND.....................................2" BEAMS AND COLUMNS..........................................:...............--...........1 I/21, 5LA55........................... 3/4' SLA55 ON GROUND (BOTTOM)................................................................I R/T SLABS Ex0`05ED EXPOSED TO Y EATHER................................I" 4) SLAB ON FILL: PLACED IN ACCORDANCE WITH AGI 502 A. VAPOR BARRIOR: WATERPROOF MEMBRANES (OVERLAPPED 6" AT JOINTS) WITH PERMEANCE OF LESS THAN 0.5 PERM5 IN ACCORDANCE WITH A5TH E-46 SHALL BE PROVIDED UNDER INTERIOR 5LAB5. B. WHERE NO VAPOR BARRIOR 15 USED THE SUE36RADE MUST BE DAMPED WITH WATER IN ADVANCE OF CONCRETING. NO FREE WATER STANDING ON THE 501L NOR ANY MUDDY OR SOFT SPOT 15 PERMITTED. C. ANY STRUCTURAL MEMBER PENETRATING SLABS ON FILL 15 TO BE ISOLATED WITH 1 1/2" THICK PRE -MOLDED JOINT FILLER COMPLYING WITH ASTM 12-1752, TYPE. D. FINISHING: NO PREMATURE FINISHING SHALL BE ALLOWED. IMMEDIAT_Y FOLLOWING FLOATING TROWELING WITH STEEL TROYELS SHOULD BE COMMENCED IF REQUIRED. BROOKING SHALL BE DONE AFTER THE STEEL TRONELING OPERATION. BUILDING........ ......... ..... 5TEEL TRONEL FINISH OUTSIDE SLABS. .... ..BROOM FINISH EXISTG. ROOF -- -- -- TO REMAIN 1 n X W 0 EXISTG. ROOF, To REMAINREMAIN II II o 6'-5 1/4" ---------------------------- i li L] NEW (2) 2" X IV R Is WOOD BM. I V C STRAP ANCHOR SCHEDULE ALLOWUP MARK I MODEL NO. FASTENERS LIFT O T9 IB 00)16 D ! LB. O C U 1'9 ID CU 16 D EACH STRAP -1660 LB. (9) B/16• x 9' TAP CON SCREYG EA 5T I] 14J9 210-2 (6) 160 EA WOOD mEmEER -3540 LB. (6) I1W X 4' TAP CON 9CRBYtl INTO GONG. ® 02) META 24 06) 10D -9200 I.B. EA. S❑ A,M,4Z )J' X 4• EXP. BOLT -2200 LB. 02) 16V P09T © LUE-24-2 (4) 16D -MO LB. (4) 16D O LSTA12 00) IOD x 06' -49E LB. ® A44 (ANGLE) (4) IOD X W JOIST -60p LB. (4) 11 x W BEAM 9❑ =4 (4) 16P _ � I.S.(2) 160 ALL STRAP ANCHORS NOTED ARE MAGI BY 51FP.l)N E7RON6. TIE ALL STD BEARING wA1J.E. 51 - w/ (6) IOD x I )J' EACH 9TUD TO PLATE CONNECTION TOP AND MOTT. OF EACH STUD PLYWOOD NAILING SCHEDULE: WITHIN 5'-0. OF ROOF EDGE 0D HOT DIPPED GALV. NAILS • 4' O.O. BAL.MlCE W HOT DIPPED CALVE NAILS 0 6' OZ iii--11- - EXISTG. TO REN DOWEL NOTES: &'-'T 1/4" W-41 1/4" ------------------ W (2) 2" X 12" ® NEW (2) 2" X 12" ®lu )OD BM. WOOD BM, LL III 5IOF 13 1 V N N Z Q III x(3U� lu -1 !II _W_____ ------------- I FOOTING NOTE: DOWEL NEW FOOTING STEEL INTO EXISTG. FOOTING MIN b" (SET IN HIGH STRENGTH EPDXY GROUT) AND CAST INTO NEW CONCRETE FOOTING. 2, SLAB NOTE: PROVIDE I # 4 DOWEL X 24" LONG AT 18"OC. DOWELED INTO EXISTING FOOTING OR SLAB MINIMUM 6" (SET IN HIGH STRENGTH EPDXY GROUT) AND CAST INTO NEW CONCRETE SLAB. 5. COLUMN NOTE: PROVIDE I # 5 DOWEL X 16" LONG AT 16" OC. CAST IN EXISTING CONCRETE BLOCK CELLS FILLED SOLID WITH CONCRETE (MINIMUM 6" PENETRATION) AND CAST IN NEW CONCRETE COLUMN. 4, COLUMN NOTE: DOWEL NEW COLUMN STEEL INTO EXISTING FOOTING BELOW AND BEAM ABOVE (MINIMUM (o") AND SET IN HIGH STRENGTH EPDXY GROUT. 5, BEAM NOTE: DOWEL NEW BEAM STEEL INTO EXISTING BEAM (MINIMUM 6"9 AND SET IN HIGH STRENGTH EPDXY GROUT. 0 BEAM GONM. ROOF FRAMING PLAN BEAM TO COL. CONK CGARY POYLL ARCHITECTURE AND PLANNING 16 SOUTH RIVER ROAD SEWALL5 POINT, FL. 54446 0 w w Q . ` v Lu Z d Q� Q z � Q O d z (Y w v 0tLI Q m W � 4 � m � By �WGF 4/rW4a/ V, A&F DATE MAY 3, 201 a GC%*2 A�/S��N�OyT�ED WV NO. Iq Movislom MAY 30, 201 Q BLDG. DEFT. COM. 511111111111111111 I 4 OF 4 SCALE: 1/4" = I'-C" FILE Copy SCALE: 1/4" = I'-011 EX I STO. �ONC, DRIVE EXISTG. WOOD COLUMNS 5E I NCB REFLACED SAME LOGATION -4„ EXISTC�. ROOF TO REMAIN - GOLUMNS 5E I N� REFLACED SAME LOCATION n 0 RDMOV AT EXIS G EX15T0. RES I DENSE An MA ARCHES :�,. 5K NSW ONG. SLAE3 OVER X (TO REMA I NX =:'LAGE LS. $ E3 3 .'NEK750NG. SLAE3- SEE FLOOR AND FOUNDATION FLAN FOR LOCATION AND SIZE 41.51 (Cl) �IORY LANE ------------------------------------------------------------------------------------------------------------------------------------ S1TE FLAN ISTC�. DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND 5PECIFICATIONS HAVE BEEN DESISNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OD THE BUILDING CODE AS AMENDED, ADOPTED, AND ENFORCED BY MARTIN COUNTY BUILDING DEPARTMENT. I AL50 CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS. AND RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORGES SPECIFIED BY THE CURRENT CODE PROVISIONS. I HERBY ACCEPT RESPONSIBILITY FOR THE 5TRU07URAL DE516N. DE516N PERAIETERS AND ANALYSIS: CODE EDITIONS: 2017 FLORIDA BUILDING CODE ((b EDITION) ASCE 7-10 BUILDING DESIGN AS: ENCLOSED BASIC WIND SPEED: WEST OF TURNPIKE_____ EAST OF TURNPIKE_ X __ BUILDING CATEGORY W ND IMPORTANCE FACTOR: INTERNAL PRESSURE COEFFICIENT: GARAGE DOOR DESIGN PRESSURE: WINDOW OE516N PRESSURE: WIND SPEED EXPOSURE: IMPACT PROTECTION (EXTERIOR I II X III IV ME R SEE FLOOR PLAN FOR WIND PRESSURES SEE FLOOR PLAN FOR WIND PRESSURES FOR WINDOWS AND DOORS IN INT. AN REND ZONES 170 MPH. G APPROVED SHUTTERS OPENINGS): IMPACT RESISTANT X GLASS (MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RESIDENTIAL / COMMERCIAL BUILDINGS, ALTERATIONS, AND RENOVATIONS) NOTE: ACTUAL DESIGN FRE55URES FOR ALL EXTERIOR WINDOWS, DOOR, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST ALSO BE tNDICATEDON CONSTRUCTION FLAN5.5 SCALE: I/8" = I'-O" 9� IvC, ,RV3 - bi3 R VI IO EVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 67ARY POWELL ARCHITECTURE AND PLANNING 16 SOUTH RIVER ROAD 5EWALL5 POINT, FL. 54gg6 OFFIC : '772-2 5—I'T AUG 0 9 019 Sr. Lucie County, Permitting o 1L 111 z � r p� ul Ll N LU O Ul z O 4 J d z Q 0 O Ax UA V Q dm m a LL DRAWN BY WGP chrmc4cm BY WGP DATE MAY 3, 201 cl SCALE A5 NOTED JM NO. IG REVISIONS: MAY 50, 2014 5LD6. DEFT. GOM & JULY 51, 2019 Jos REV. SCANNEDI BY St. Lucie County FILE COPY nI DEMOLITION NOTES: F, 5. 4. 5. REMOVE GONG. SLAB REMOVE EXIST6. � O ARCHES FROM i GO M EX STO. F ES DENC,E VERIFY LOCATION OF ALL NEW WALLS MOP TO REMOVI 5 WPRIANY EXI571N6 CONSTRUCTION, VERIFY ALL BEARING CONDITIONS PRIOR TO REMOVAL OF A WALL5. PROTECT ALL EXI57IN6 AREAS THAT ARE NOT TO BE DISTURBED ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCES. VERIFY ALL EXI57IN6 CONDITIONS AND DIMENSIONS PRIOR TO 57AR7IN6 WORK. IN CASE OF ANY DISCRIPANGIES BETWEEN THE PLANS AND EXI5TIN6 FIELD CONDITIONS, NOTIFY THE ARCHITECT IMMEDIATLY. EXIST6. GONG. SLAB TO REMAIN REMOVE EXI5T6. 4" X4" WOOD COLS. AND BM. (ROOF TO REMAIN) SHORE UP Q EXISTS. ROOF PRIOR TO �L REMOVIN6 WOOD COLS. E�EMCL I T I ON PLAN EX15T6. GONG. SLAB To REMAIN REVISE;) FLOOR PLAN &ARY PONELL. ARCHITECTURE AND PLANNING 16 SOUTH RIV G� ROAD �- 1 5EWALL5 P NT, FL. 549g6 (t` OFFICE: '172-225-1-155 Q d z d Q � O Q tL OLU w r Q DRAWN BY WGF ViEC.KED BY WGF DATE APRIL cl, 201cf SCALE AS NOTED .JOB NO. IQ REMSIONSe IQ MAY 30, 201 cl BLDG. DEFT. COM. & JULY 31, 2011�I JOB REV. A-2 -22 OF 4 SCALE: 1/4" = I'-0" SCALE: 1/4" = 1'-0" FILE Copy EXIST&. ROOFIN& T^ REMAIN EXISTS. MTL. LATH STUCCO &ABLE ENI REMAIN - REPAIR / REQUIRED TOP _OF Er --$-BM----- EXIST&. WOOD 5M. REMAIN (2) 2" X 10" PT. W0i ANCHORED TO 6" X WOOD COL. W/ (2) ! &ALV. THRU BOLTS AASHER5 MTL. LATH AND STU ON 2 LAYERS OF 3 FELT ON 5/8" COX. PLYWOOD SHT&, O� PT. WOOD FRAMING MAX. 6" OC. MTL. LATH AND STU ON 2 LAYERS OF 3 FELT ON 5/8" GDX. PLYWOOD 5HT&, OF PT. WOOD FRAMIN& MAX. 8" or.. O -O' EXISTS. FIN. F SECT 1 ON A PROVIDE S' ANCHORS - ROOF FRAh PLAN FOR STRAP ANC EXISTS. GONG. — IBM. TO REMAIN - REMOVE ARCHES $ PIN. TO MATCH EXISTS. 5E:GT I O 1 . Coo �0 NDAT,.� IO- N �« FOUFLAN FOR SIZE AND REINF. 12 3 F_ j ROOF TO EXISTS. GONG. COL. EACH SIDE TO REMAIN EXISTS. ROOF TO REMAIN REMAIN - REOUIRED I I I I I I EXISTS. EN I I I DOOR I "X 6" FT. P MTL ATM AND 5 FIN. �N 2 LAYERS 50 L5. LT ON 5/5" GI <. PL OOU. 5HTO, ON " X I I S" . WOOD FRAMI j __________ 1J ______ < " FRONT ELEV T I ON FOOTING, AND SLAB TO REMAIN N SLAB- 5EE ----FOUNPATION FOR LOG TION _______________ I ________________________________ t _____________________ FOOTING AND SLA5 TO REMAIN SO: 5/4" = 1'-0" V/ M 1 POWELL ARCHITECTURE AND FLANK I N6 16 SOUTH RI ER ROAD 5EWALLS T, PL. 541 0 f- Q Q W � Q Q Q � o Q Q/ 3L Z � v o LU tu Q m � Q 4 m � DRAM BY ASP ch*5c w By A6P DATE MAY 3, 201 Gf WALE AS NOTED .JOB NO. IQ Fw9low 8 JULY 51, 201a JOB REV. A-3 SG: 5/4" = 1'-0" SCALE: 1/4" = 1'-0" FILE COPY f N FOUNDATION PLAN 1) STRUCTURAL NOTES: A. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO VERIFY DIMENSIONS, LOCATIONS OF DEPRE55ED SLABS, SLOPES, DRAINS, OUR.ETS, RECE55EB, RE65LEET5, BOLT SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE EROU&HT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK B. ALL STRUCTURAL OPENIN65 AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL OR PLUMBING EOUIPTMENT SHALL BE VERIFIED WITH EQUIPTMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. CONTRACTOR SHALL SUBMIT TO THE 5TRI)GTURAL ENGINEER FOR APPROVAL A DRAWING DETAILING THE OPENINGS, LOCATIONS AND 5IZE PRIOR TO CONSTRUCTION. NO PENETRATIONS OP ANY STRUCTURAL MEMBER NOT SHOYIIN ON THE STRUCTURAL DRAWINGS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER G. ALL WORK TO BE PREFORMED IN ACCdRDANOE WITH ALL STATE, COUNTY, AND OR MUNICIPAL CODES AND ORDINANCES. D. CONTRACTOR SHALL OBTAIN THE LATEST SET OF DRAyNIN55 INCLUDING ANY REVISIONS BEFORE STARTING CONSTRUCTIONS. E. ALL DETAILS, SECTIONS Ate NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO 51MILAR 51TUATIONS ELSEWHERE UNLESS NOTED OR SHOWN, P. COMPUTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. S. WHEN SPECIFICATIONS AND GENERAL NOTES DISAGREE, GENERAL NOTES SHALL TAKE PRECEDENCE. 2) ELEVATIONS: A SEE PLANS FOR FINISH FLOOR ELEVATIONS, FOOTING, COLUMN AND BEAM HEIGHTS. 3) CONCRETE: A. COMPR_SS"E STRENGTH OF CONCRETE AT 25 DAYS PO- 5,000 PSI. B. TEST, A MINIMUM OF 5 CONCRETE SPECIMANS SHALL BE TAKEN FROM EACH 50 CU. TV. OR PORTION THEREOF. SPECIMANS SHALL BE TESTED ACCORDING TO ASTM A-59, ONE AT 5, ONE AT "LAND 5 AT 25 DAYS. C. REINFORCING COVER, CONCRETE DEPOSITED AGAINST THE GROUND..............................3" FORMED CONCRETE AGAINST THE GROUND....................................2" BEAMS AND COLUMNS..................................................................................I 1/2, SLABS..................................................................................................................3/4„ SLABS ON GROUND (BOTTOM) ................................................................1„ R/T SLABS EXPOSED EXPOSED TO Y♦FATHER................................I„ 4) SLAB ON FILL: PLACED IN ACCORDANCE WITH AOI 502 A. VAPOR BARRIOR: WATERPROOF MEMBRANES (OVERLAPPED 6" AT JOINTS) WITH PERMEANCE OF LESS THAN 0.3 PERMS IN ACCORDANCE WITH ASTM E-R6 SHALL BE PROVIDED UNDER INTERIOR SLABS. B. WHERE NO VAPOR BARRIOR IS USED THE SUB6RADE MUST BE DAMPED WITH WATER IN ADVANCE OF OONCRETINb. NO FREE WATER STANDING ON THE SOIL NOR ANY MUDDY OR SOFT SPOT 15 PERMITTED, C. ANT STRUCTURAL MEMBER PENETRATING SLABS ON FILL 15 TO BE ISOLATED WITH 1 1/2" THICK PRE -MOLDED JOINT FILLER GOMPLYIN6 WITH ASTM D-IT52, TYPE. D. FINI5HIN6: NO PREMATURE FINISHING SHALL BE ALLOYED. IMMEDIATLY FOLLOWING FLOATING TROWELING WITH STEEL TROWELS SHOULD BE COMMENCED IF REQUIRED. BROOMIN6 SHALL BE DONE AFTER THE STEEL TROWELING OPERATION. BUILDING ......................STEEL TROYEL FINISH OUTSIDE SLABS........ BROOM FINISH r--------------- , r______________i _____________________________________________ l I I II I I I I I II I I II I I II I I II I I I I I II I I I I I II I I III I I I I I II I I III I I II I I II EXISTS. ROOF F TO REMAIN II------ ------ I j I 1 I I I F I I I HQI I I Ng1 I II X � II I I Ill I EXI5T6. ROOF REMAIN I I I I � I I I I I �-II� Ll I I r I I I I _____________ _______________________ J L_____- ---------------------------------------------------- ®_=NEW (2) 2 X HOOD BM. I I �J I I I I I I I I I I I I I I I I I 1 I I I 1 I I I 1 I I I I I I I 1 I I I 1 I I I I I � L_ MARK. I MODEL NO. FASTENERS y LIFT ❑1 T9 IE (10) IO v -b" I.S. ❑2 (2) TS 16 M) 16 v EAQH STRAP -1660 LB. CJ) 9A0' % 6° TRP GON SOR6'HS EA 6TRAP 1 HIS 210-2 - (6) 16D EA. WOOD 18->B@t -a o LB. (6) 1/4° % 4° TAP 00N INTO OONO. ® (2) META 24 05) IOD -5260 LB. EA ® AM 44Z 02) 16D POST 02) 16v POST ALL 5 ANLHDRa NOT® ARE MIR6R BY 51MPSON S RON6. nE ALL STID Iw X I 9P-0 YY (6) HOD X Xi' OF 13 O TO PLATE GONISLTON TOP ,VID BOTf. OF EP,OH 5'IW PLYWOOD NAILING SCHEDULE: WITHIN S'-O° OF RODE EDGE 9D HOT DIPR9 6A-v. NAIL6 0 4` O.G. BALANOE 8D HOT vlP 6ALV5 NAILS 0 6° OL DOWEL NOTES: 2. 3. Em 5. I C EXI5T6. TO REM C V-7 1/4" V-9 1/4" ---------------- N (2) 2" X IV ® NEW (2) 2" X 12" ®IIu )OD 5M. HOOD BM. ul I III I - OOF N i � p III H- III iT I z uI I Q III �D Eg III I III FOOTING NOTE: DOWEL NEW FOOTING STEEL INTO EXI5T6. FOOTING MIN 6" (SET IN HIGH STRENGTH EPDXY GROUT) AND CAST INTO NEW CONCRETE FOOTING. SLAB NOTE: PROVIDE I # 4 DOWEL X 24" LONG AT IS"OC. DOWELED INTO EXISTING FOOTING OR SLAB MINIMUM 6" (SET IN HIGH 5TREN6TH EPDXY GROUT) AND CAST INTO NEW CONCRETE SLAB. COLUMN NOTE: PROVIDE I # 5 DOWEL X 16" LONG AT 16" OC. CAST IN EXI5TIN6 CONCRETE BLOCK CELLS FILLED SOLID WITH CONCRETE (MINIMUM 6" PENETRATION) AND CAST IN NEW CONCRETE COLUMN. COLUMN NOTE: DOWEL NEW COLUMN STEEL INTO EXISTING FOOTING BELOW AND BEAM ABOVE (MINIMUM 6") AND SET IN HIGH STRENGTH EPDXY GROUT. BEAM NOTE: DOWEL NEW BEAM STEEL INTO EXI5TIN6 BEAM (MINIMUM 6") AND SET IN HIGH STRENGTH EPDXY GROUT. ROOF FRAM I NG PLAN &ARY FOAELL ARCHITECTURE AND PLANNING I6 SOUTH ROAD SEWALL5 FL. 54ggE OFFICE: 1?2-223-1'i LL 0 zLu p� p p ill Y Lu nW K l() z O V Q IY -A z Q � _Q n/ LL O Q z UJI LL � � W t IN m LL VRA vt BY WISP chvzlcw BY WGP DATE MAY 5, 201 a WALE A5 NOTED .JOB NO. Ict IWWASIONSs MAY 30, 20I Q BLDG. DEPT. GOM 4 OF 4 ,GALE: 1/4" = I'-0" 50ALE: 1/4" = 1'-0" FILE COPY